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WALL OPENING for , . I N. HANSON a
VERIS INDUSTRIES, LLC OREGO
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PROJECT #07450
PROJECT NARRATIVE
u, PROJECT CONSISTS OF STEEL STRONG BACK OF EXISTING W ^
NT ERSTAT E CONCRETE TILT -UP WALL, SAW- CUTTING AND CONCRETE WALL H O i S REMOVAL, INSTALLATION OF NEW ROLLING FIRE DOOR. o
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• P :., ii 14 j� S -2 WALL ELEVATION DETAIL '
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BUILDING INFORMATION
�T BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P.
LOCATION MAP 15350 SW SEQUOIA PKWY #300 '-,
zEL) PORTLAND, ORE 97224
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SCALE: NONE rp
-C. - (503) 624 -6300 (PHONE) A' N
(503) 624 -7755 (FAX) C4 N. rn
Occepsney bilk 1112 CA iii. § Q
,. I, ,ti _ BLDG. #: OBP I BLDG. 10 (1obp110) �n O
-� SPRINKLERED TO ORDI HAZARD O z : ^
fir GENERAL NOTES k w z 3
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. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST F CONST TYPE.: TYPE III -B U
ED OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF ¢ M 3
OREGON AND A OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. ern? . TI - • i
TENANT INFORMATION °
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2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON A I +�� f TENANT: VERIS INDUSTRIES REVISION
DRAWINGS AND AT THE EXISTING BUILDING AND NOTIFY ARCHITECT OF ANY
. - - DISCREPANCIES TO THE WORK. — - - - -S I bC Foilow - -1— - - - - - -- -- — - 1. -- —
OCCUPANCY: 8 - - -
3. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS " "" " , ' —a-A'? ��� ;9 2.
ON A DAILY BASIS. Adder fly �(� FLOOR AREA: 24,042 SF TOTAL - EXISTING
B - '. iii74 • ► o DATE: 7/3/07
4. ALL DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. OFFICE COPY PERMIT/BID SET
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NOTES: . rn , Ci g 0 PROVIDE / INSTALL STEEL STRONG BACKS -SEE 5I -54 PRIOR TO ) ,s'si= :° r ' .: i'.J, rte, ;t y '" °
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/� \ \jam \ \j� \jam \j� \j / \ j ' \ \ \ jam \ \ / \ \ \ \ \� O (4 SAW -GUT AND REMOVE EXISTING CONCRETE PANEL. ,\ / \ \ \ \ \ \ \ \ Z
PROVIDE $ INSTALL ROLLING FIRE DOOR -MATCH RATING OF EXISTING \// / / / \ \ / \ / \ / \ / \ / \ / \ /�\ W O
FIRE DOOR. • j j / j j \ j \ / \ j \ j \ / \ j \ % i a
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O PROFILE EXISTING STRUCTURE. y \ \ / / \ \ / / \ \ // a ,' \ / \ / \ / \ \ / \ \ / \ \� v4 O --• a
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2.
DATE: 7 /3/07
PARTITION PLAN A WALL SECTION PERMIT/BID SET
SCALE 1/8" =1' -0" z W SCALE 1/4" =1' -0"
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Details A - C Dl - D3 0, ' • ;
Contact Person: John E Nordling, PB Calculations Cl - C3 . 1 EXPIRES: 12/31/ I
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REVISION
NoRDLus16 Prof. No.: 07-200 .
NORDLING Prof. No. 07-200
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STRUCTURAL. VERIS INDUSTRIES '
WALL OPENLNG ' r 0 - 5 - e .
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WALL OPENLNO 2
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ENGINEZRS, LLC
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6775 5V1 iii,. SLAM 200 • 08336r1fin OR. 070.15 Date: JUL. 2007 By: JEN Sheet No.; COVER 6773 5W 11 1th. suite 200 • Elen;erton OR. 470014 Date; JUL 2007. By: YEN Sheet No.: 1 7 I DATE: 7/3/07
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NORDLING Proj. No.: 07 -200 NORDLING Proj. No.: 07 -200 REVISION
VERIS INDUSTRIES VERIS INDUSTRIES 1
STRUCTURAL WALL OPENING STRUCTURAL WALL OPENING
ENGINEERS,. LLC : . 2.
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NO/IDLING Proi. No.: 07 -200 NORDLING PTai. No.: 07 -200
VERIS INDUSTRIES ; VLRIS INDUSTRIES 1
STRUCTURAL WALL OPENING i STRUCTURAL WALL OPENING 2
,e?= ENGINEERS, LLC PAC TRUST < , y = Pi ENGINEERS, LLC PAC TRUST
6775 SW 111th, Suite 200 • Beaverton OR. 97C08 Date JUL 2007 By: JEN Sheet No.: - 6 7 7 5 SW I I Su Beaverton 7U . Suite 200. Beav Olt 9700x Dace: L 2007 By: .TEN Sheet No C DATE: 7/3/07
PERMITBID SET
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Nordling Structural Engineers LLC
6775 SW 111th, Suite 200 I
Beaverton, OR 97008 1
Date: 07102107 Page:
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MULTI - SPAN STEEL BEAM DESIGN
VERIS INDUSTRIES • PROJECT #07450
HOBIZ JAMB JAMB a
GENERAL DATA - 1 -- - 3 - - -
All Spans Simple Support ?? YES 1 Span Lengths ft : 11.00 20.00 20.00 o
End Fixity: : Pin:Pin Pin:Pin Pin:Pin W Q
A Section ts5x5x3116 . tsex6x3116 ts6xSx114 Ti. a ill
- CALCULATED VALUES - -OK- -OK- ; -OK• z c a
Fb - Allowable psi : 29700 27000 29700
fb - Actual, psi : 5079 7563 6941 W `. o
Iv: Actual psi : 880 889 1667
Moment @ Left k -ft : 0.0 0.0 . 0.0 g N o - a
Moment @ Right It-ft : 0.0 0.0 10.0 }? o- (7
Max. Mom: @ Mid -Span k -ft : 2.3 5.0 5.0 C4 M 7 N
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X Dist ft 5.50' 10.00 10.00 .� O F�
Shears: Left k : 01 1.0 11.0 pG a\ � :r , A
Right k : 0.8 1.0 1.0 H - z
Reactions: Left:Dead k : 0.00 0.00 6.00 . : ° N N LI
Live " k : 0.82 1.00 1.00 CD ~ f-1 °, a. G4
Total . k: 0.82 1.00 j1.00 n W M M Q
Right :Deed k : 0.00 0.00 0.00 cn > 0 0
Live k : 0.82. 1:00 1.00 P `^ d v`-`2- a
Total k: 0.82 1.00 11.00 o W x X
Max. Defl. @ Mid Span in : •0.127 -0.522 -0.410 Z ■o CO t1. w Q
X•Dist ft : 5.50 10.00 10.00
BEAM DESIGN DATA '
Le: Unsupported Length ft : 11.00 20.00 20.00
Fy ksi : 45.0 45.0 46.0
Section Area in2 : 3.52 4.27 • 5.59
Beam Depth in : 5.000 6.000 6 :000 W
Beam Width in : 5.000 6.000 6.000 !�
Flange Thickness in : 0.188 0.188 0.250
. Web Thickness in : 0.188 0.188 0.250
lxx in4 : 13.4 . 23..8 30.3
NY in4 : 13.40 .23.80 30.30 Cn
rt in : 0.00 0.00 0.00
APPLIED LOADS
Use Live Load on This Span ? Yes Yes . Yes
Uniform DL k►ft : 0.00 0.00 0:00
LL k/ft : 0.15 0.10 0.10 a'
QUERY VALUES N
Location ft : 0.00 0.00 0.00 _ CA rn rn
Shear k : 0.82 1.00 1.00 -•
Moment k-ft : 0.00 0.00 0.00 rn 'd O
Deflection in : 0.000 0.00 0.000 n
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REVISION
2.
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DATE: 7/3/07
PERMIT/MD SET
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