Specifications 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
= AlTransmittal Letter
T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
FROM: Samedy Kern
MAR 2 2021
COMPANY: Kern Development Inc.
CITY OF TIGARD
VW
PHONE: 971-653-0552 BUILDING DIVISION By
EMAIL: info@kem-developments.com
RE: 16096 SW 103rd Ave.Tigard, OR 97224 MST-2021-00065
(Site Address) (Permit Number)
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. 2 Engineer's calculations.
Other(explain):
REMARKS:
Fici 057CE USE ONLY
Routed to Permit Techmctan Date: ZJ<-/TZ Initials:
Fees Due: ❑ Yes 10 a Des 1ptioh Amount Due:
fj
Special
Instructions:
Reprint Permit(per PE): ❑ Yes 1/ ❑ Done
Applicant Notified: 1, Date: 3[ ).,r Initials:
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.
111 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
e ' Transmittal Letter
i i ,n r n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Al1'5tvr-1 Armcii- ng DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
FROM: Samedy Kern
MAR 2 2 2021
COMPANY: Kern Development Inc.
CITY OF TIGA D
PHONE: 971-653-0552 3UILDING DIVIS ($6u__
EMAIL: info@kem-developments.com
RE: 16096 SW 103rd Ave.Tigard,OR 97224 MST-2021-00065
(Site Address) (Permit Number)
(Project name or subdivision name and lot number)
ATTACHEDTACHED ARE THE FOLLOWING ITEMS:
.,re t: a a ✓`+!�^'Yhi�-„OW � 4.iAffirtXI..x%i.,k_x x 3'::'b.td
Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. 2 Engineer's calculations.
Other(explain):
REMARKS:
FOROF CE USE ONLY
Routed to Permit Technician: ate: 'ffj y/ Initials: 4 A
Fees Due: ❑ Yes 4- Fee Des riptio :
p Amount Due:
1\-- 1) N3 E--- L---- $ /( 5---c_______
Special
Instructions:
Reprint Permit(per PE): ❑ Yes cN,d - ❑ Done / •
Applicant Notified: Date: q
`� 3 fi7L1 Initials: i r
RECEIVED
MAR 2 2 ?1
CITY OF TIGARD
BUILDING DIVISION
S 23,Z\ 1V
BEAM CALCULATION FOR
OFFICE COPY
16096 SW 103rd Avenue
TIGARD, OREGON
Approved plans by
W hall be on job s
RICHARD J. TURNER, P.E.
DATE: 03/16/21
VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION JOB NUMBER: R21-MISC
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROCORRECTION
PRQ�„
REQUIRING THE CORRECTION `�
OF ERRORS. ORSC 105.4 ` N `FF� 5i
Qz 589TE �=
LIABILITY / `
The City of Tigard and its OREGON
employees shall not be �cti • �Q'
responsible for discrepancies 4RD J. N0
which may appear herein.
EXP.DATE: 06-30-22
CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Approved: [ 1
OTC: j I
Permit#: ri(6(202l!O6
Address: A(et) W k,ITh
Suite #: Date: �3/
By: 1
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NEW STRUCTURAL
1/4" _ 1.-0„
TURNER ENGINEERING&DESIGN INCproject Title:
Engineer:
t Project ID:
Protect Descr:
ENGINEERING & DESIGN
Printed:13 JAN 2021,11:11AM
Multi ie Simple Beam File:beem.ec6
p p SofKrarecopynght.ENERCAFC1tJC_19E32020Buad12205,31
Lic.#:KIN-06005610 RICHARD TURNER
Description :
Wood Beam Design : U1
Calculations per NDS 2015,IBC 2015,CBC 2016,ASCE 7-10 •
BEAM Size: 5.5x10.5,GLB, Fully Unbraced
Using Allowable Stress Design with IBC 2018 Load Combinations,Major Axis Bending
Woof Species: DF/OF Wood Grade:24F-V4
Fb-Tension 2400 psi Fc Pr!! 1650 psi Fv 265 psi Ebend-)oc 1800 ksi Density 31.21 pcf
Fb-Compr 1850 psf Fc-Perp 650 psi Ft 1100 psi Eminbend-)oc 950 ksi
Applied Loads
Point D=0.160, L.=3.20 k @ 12.0 ft
Point D=3.320, S=4.750k@12.Oft
Design Summary -- -
Max fb/Fb Ratio = 0.855 1 "4 `
1b:Actual: 2,317.12 psi at 11.987 ft in Span#1
Fb:Allowable: 2,711.30 psi
Load Comb: +D+0.750L+0.7505 ,M, 5.5x10.5
Max fv/FvRatio= 0.666: 1 14.50 ft
fv:Actual: 202.97 psi at 12.035 ft in Span#1
Fv:Allowable: 304.75 psi
Load Comb: +D+0.750L+0.7505 Max Deflections k'
Max Reactions (k) 12 1. Lc E tY E li Transient Downward 0.278 in Total Downward 0.553 in
Left Support 0.80 0.55 0.82 Ratio 625 Ratio 314
Right Support 2.68 2.65 3.93 LC:S Only LC:+D+0.750L+0.7508
Transient Upward 0.000 In Total Upward 0.000 in
Ratio 9999 Ratio 9999
LC: LC:
CONCRETE FOOTINGS SUMMARY PAGE
GENERAL CONCRETE STRENGTH: 2500 PSI U R N E R
INFORMATION REBAR YIELD STRENGTH: 60 KSI
CONCRETE DENSITY: 145 PCF ENGINEERING 8 DESIGN
ALLOWABLE SOIL BEARING: 1500 PSF
1
SOIL PASSIVE RESISTANCE: 250 PCF
SOIL/CONCRETE FRICTION COEFF: .30
z
l _ _1 DIMENSIONS: REINFORCING: CAPACITY:
T x Fl 2'-0" X 2'-0"X 8" (2)-#4 BARS BOTH WAYS 5500#
= MAXIMUM MOMENT: ,9750 k-ft
, 1
----1-. J 4 MAXIMUM 1-WAY SHEAR LOAD: 19.50 psi
GOVERNING RATIO: SOIL BEARING (.9813)
x - v
z
DIMENSIONS: REINFORCING: CAPACITY:
F2 2'-3" X 2'-3" X 8" (2)-#4 BARS BOTH WAYS 7000#
H— _ MAXIMUM MOMENT: 1.30 k-ft
MAXIMUM 1-WAY SHEAR LOAD: 24.395 psi
-_ — -q GOVERNING RATIO: SOIL BEARING (.9860)
DIMENSIONS: REINFORCING: CAPACITY:
F3 2'-6"X 2'-6" X 8" (3)-#4 BARS BOTH WAYS 8600#
l , x MAXIMUM MOMENT: 1.57 k-ft
( I m MAXIMUM 1-WAY SHEAR LOAD: 27.911 psi
._._i GOVERNING RATIO: SOIL BEARING (.9820)
7.
f-- DIMENSIONS: REINFORCING: CAPACITY:
J j I F4 2'-9" X 2'-9"X 10" (3)-#4 BARS BOTH WAYS 10400#
" MAXIMUM MOMENT: 1.475 k-ft
r "-1 a MAXIMUM 1-WAY SHEAR LOAD: 15.434 psi
I GOVERNING RATIO: SOIL BEARING (.9973)
DIMENSIONS: REINFORCING: CAPACITY:
F5 3'-0" X 3'-0" X 8" (3)-#4 BARS BOTH WAYS 12500# f
'ix _ ._ x MAXIMUM MOMENT: 1.797 k-ft
MAXIMUM 1-WAY SHEAR LOAD: 30.333 psi
�-- -- i GOVERNING RATIO: SOIL BEARING (.9907)
I ,p 1 '
DIMENSIONS: REINFORCING: CAPACITY:
Y 1 F6 3'-6"X 3'-6"X 10" (4)-#4 BARS BOTH WAYS 16000#
,y,___ . _. ,,_ x MAXIMUM MOMENT: 2.374 k-ft
MAXIMUM 1-WAY SHEAR LOAD: 22.358 psi
s GOVERNING RATIO: SOIL BEARING (.9513)
NOTE:ALL REBAR TO RE A MIN.3"FROM EDGE OF CONCRETE AT BOTTOM OF FOOTING.
#NAME?
PAGE:
�' RECEIVED
lr_—..®.� NOS OR ® II
ALL MEASUREMENTS SHOULD BE FIELD VERIFIED
• I) UPON OPENING OF DRYWALL,AND BEGINNING OF WORN FEB 2 2 202i
• �� DINING ROOM IS ASF SUMPTIONG IS NND TO BE AND STRUCTURAL,NOT FFYDDESIGNERJURISDICTION�nersovusT�wc rc ,
17Y OFT7UA�G
ED ON
FAMILY ROOM ' `"""'° IMMEDIATELY SO PLANS AND ENGINEERING CAN BE UPDATED BUILDING DIVISION
b .
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I I I II I I I I 16096 SW 103RD TIGARD OREGON
EXISTING FLOOR PLAN
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CAREFULLY REVIEW ALL DETAILS IN THE FULL OM IMAM
NEW FLOOR PLAN SET ACTORI RES.SPONETAILSAREUSED
CONTRACTOR IS RESPONSIBLE FOR FOLLOWING
-- - AU.DETAIL.CONTACT SITE SUPERVISOR SHOULD A-1
1/4"=1'-0" ANY CONFLICTS ARISE