Plans M517.w1 -ooG3 ,
City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223
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April 20,2007
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Brad Miller # � I: i RDr
Legacy Homes
17825 S Fieldstone Ln.
Oregon City, Or. 97045
RE: New single family residence
Project Information
Building Permit: MST2007 -00033 Construction Type: VN
Address: 14778 SW 76 Occupancy Type: R -3
Area 2429 sq. ft. Stories: 2
The plan review was performed under the State of Oregon Structural Specialty Code (OSSC)
2004 edition; the State of Oregon Residential Specialty Code ORSC) 2005 edition and the
Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The submitted plans
have been reviewed and the following information is required prior to issuance of the permit
1) Please provide engineering showing support to foundation of the girder truss and support
under the king posts of the five foot window on the second floor above the garage.
When submitting revised drawings or additional information, please attach a copy of the
enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of
Tigard in tracking and processing the documents.
Res.rc y
7" trAI 0 4411111e: 4 67 I
)an Nelson,
Plans Examiner
Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772
City of Tigard, Oregon ® 13125 SW Hall Blvd. ® Tigard, OR 97223 1 ; >' "'
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*CENE° 6i4 4,74 RESIDENTIAL PERMIT APPLICATION REVIEW t 1
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As required by the 1999 Legislative action (Senate Bill 587), your residential permit application
and plans have been reviewed to determine if it is complete and if the plans are deemed
"simple" or "complex" as defined in ORS 455.467 and 455.469.
F1
The application is complete.
The application is incomplete for the following reason:
The submitted plans will be reviewed; however, a permit cannot be issued until the
above information is reviewed and /or approved.
The submitted plans cannot be reviewed until the above information has been
submitted and /or approved.
The plans are deemed "simple ". The plans are deemed "complex ".
If you have any questions please call Loraine Williams at (503) 718 -2708.
A ‘\,- 7
Name of P ans Reviewer Date
Phone: 503.639.4171 0 Fax: 503.684.7297 0 www.tigard - or.gov o TTY Relay: 503.684.2772
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CORRECTIONS RESPONSE _.......,.....
Greg Larson Drafting & Design
1400 broadway 5t NE_ #204
Salem, OR 973
Ph. (50)) 364 -9577 Vj rax (503) 364 3256
kt
homedezyne aol.com
April 25, 2007
Tigard Buildin Dept -
' IT NO: M5T2007 -00033
ADDRr55: 14799 5W 76t' Aven
In response to plan #: 2429 -2 corrections re
1. Missing beam calculation attached forgarage side of girder truss. All other structural members are correct.
Sincerely,
Greg Larson
d 9S2E- t'9E -EOS 2 a -i9 e0a :OT LO ZO Rew
_ 1 Center Span Left End Roactiano (Support AT:
I U1 Live Load: LL- 1.-A- 2590 LB
Oaad Load: DL- Rxn -A- 1872 L8
24F - V 2 - BE Total Load: TL- Rxn -A- 4463 LB
- - - �1 ‘ , Dearing Length Required (Beam only, Support capacity not checked) L- A- 2.20IN
Center Span Right End Reactions (Support B .
l I fl Lire Load LL-Rxn"15- 550 LB
_� 1 t - Dead Load: DL- Rxn -B- 437 LB
Total Load: TL- Rxn-B- 15 987 1-13
- 1 I Bearing Length Required (Beam only, Support capacity not cl acked):BL- B- o.491N
I I Beam Data:
- _ _ _,_i 7 Center Span Length: 1...2- 10.8 FT
I 1 N Center Span Uthraud Length -Top of Deom:Lu2 -Top- 0.0 FT
Center Span Urdrraced Length- bottom of Beamt.u2- Bottoml0.bFT
I I 4 Lira Load Duration Factor: Cd- 1.00
— - - —I 11 Live Load Deflect. Criteria: L/ 360
1 1 Total Load Deflect. Criteria: L/ 240
I < Center Span Loading:
_ —_j__ A Uniform land:
I 1 Live Load: aL -2- 0 PLF
1 1 0aa4 PL
Load: eD -2- 0 F
(11 Dean Self Weight: 85W- 9 PLF
— - - - _1_1 D Total Load: eT -2- 9 PLF
1 Point L Load: PLI -2- 2801 1-13 1
I I Oead Load: P01 -2- 1980 123
- - - —1 I Location (From left end of span]: X3-2- 2.0 FT
1 Q Trapezoidal Load 1
7U Left Live Load: TRL- Left -1 -2- 170 PLF
---r Left Dead Load: TED-Left-I-2- Il5 - L-F
Right Live Load:
Right Dea TRL- Ri�ltt -I -2- 170 `�
Dead Load: TRO- Right -I -2- 115 PL
Load Start: A -I -2- 0.0 FT
Load End; 8-1-2- 2.0 FT
Load Length: 6-1-2- 2.0 FT
J Properties*/ For: 24F -V4- Visually Graded Western 5p
Deriding
2400 P5
Deriding Stress: ` Fb-
Shear 5trass: Fv- 190 P5
Mlo' odu of Elasticity: Ex-1000000 P
Er 160000• PSI ••
Stress Perpendicular to Gran: c_p. •• 650 "5l o
Bending Stress of Comp. Face in Te ion. — cpr- •0 PS1 Ci
Adjusted Properties
Fb' CTemionk Hr 2400 P51 1
Adjustment Factors: Cd -1.00 Z
vt
Fv.: Fr'- 190 PSI •.
Adjustment F. . . .4.00 e
D. ', Requirements:
.:• r.11i.. mint: M- 8281 FT -LD n
2.05 Ft from Left Support of Span 2 (Center 5pan1
Critical moment created by combining all dea4 loads and live loads on spaniel 2
Maximum Shear: V- 4463 LB
At It support of span 2 (Center Span) o
Critical shear created by combining all 44114 loads and live loads on span(sl 2 1
Gon,arisons With Required Sections:
Section Modulus: 5raq - 415 1N3
0
Area: Area- 35.3 IN2 4
A- 37.5 IN2 "'
Moment of Inertia: !req. 130.9 1N4 g
1- 450.0 IN4 d
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. DATE
LEGACY Greg Corso
HOMES 04 -25 -07
L.L.C• DI�A1=TING 4 DEc)IG(\
PO Box 446 1400 8roaciway 5t NE # 204
i -Sherwood, OR 97140 Salem, Oregon 87501
Ph. (503) 364 -8577
.. Fax (503) 364 -3256
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ENGINEERING
Actual Slope:
Site an:
By:
CITY OF TIGARD - SITE PLAN REVIEW
BUILDING.PERMIT
PLANNING DIVISION:
Required Setb.ks: Er Approved
Side: . . Street Side:
Front. . G. rage
Visual Clearance:
Maximum Building Height: feet
CWS Service Provider Letter Required:
Date:
EPARTMENT:
% 0Approved
"Approved
Date:
Al
O Not Approved
Re,ir
Approved 0 No
0
O Received
c94 /0 7
O Not Approved
El Not Approved
Notes: AvvvtLiu-at-ikA /1,197 - cr
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