PDX 2026-512 (35) S6.111.pdf
PDF 160 KB Posted
- Solicitation number
- 146219
- Issued by
- Multnomah County, Oregon
About this file
This is a structural detail drawing for the Portland International Airport Terminal and Concourses Wayfinding Signage project, prepared by Jay Ostlund Architects for the City of Portland, Oregon. The drawing, designated as Sheet S6.111, provides specifications for hanging sign cable support systems to be installed throughout the terminal and concourse areas. The design accommodates signs with a maximum weight of 800 pounds, utilizing 3/16-inch diameter stainless steel cable pairs at each sign support point with a minimum breaking load of 2,400 pounds. The cable connection hardware is based on the Ronstan system or approved equivalents and must accommodate full rotation in two primary directions. The drawing includes two typical cable support configurations with detailed cross-sections (Sections A-A and B-B) showing attachment methods to existing truss members and bridging elements through threaded studs and welded plates. The document was submitted on July 21, 2026, and includes signature lines indicating approval from multiple project stakeholders.
The specification requires exposed steel and welding to meet AESS standards and mandates that all existing steel be properly prepared for welding while matching existing conditions with new plates. The design incorporates hinged cable connections at both the top and bottom of signage elements to allow for movement and accommodation of existing building structures. No additional information regarding pricing, contract terms, incumbent contractors, or funding sources is contained within this structural detail drawing. The drawing was current as of August 2026 and expires December 31, 2026, with an extended expiration date of June 30, 2028 noted on the document.
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Text version
SIGN (BY OTHERS)
SEE S6.110
CABLE CONNECTION
(BY OTHERS) TOP AND
BOT. W/ HINGES IN TWO
PRIMARY DIRECTION TYP.
SEE NOTE 3
3/16" DIA. SS CABLE
PAIR AT EACH SIGN
SUPPORT POINT (2)
CABLE PAIRS MIN. PER
SIGN. SEE NOTE 2
3 1/4"
THREADED STUD
TO MATCH CABLE
CONNECTION NO
GAP AT PLATE
PROVIDE WASHER/
SHIM AS REQ'D.
(2) PL 1/2x2 1/2x0'-5"
THEADED STUDS FOR
HANGER. TAP INTO
SIGN BY OTHERS
(E) PLATE ON
BOTTOM OF WT
SECTION
(E) TRUSS WT
BOT. CHORD
V.I.F.
3/16
3/16THREADED STUDS
FOR HANGER. TAP
AND THREAD INTO PL
A
A
(E) TRUSS WT
BOT. CHORD
SECTION A-A
EQ EQ
(E) PLATE ON
BOTTOM OF
TRUSS
B
B
SECTION B-B
NOTE(S):
1. EXPOSED STEEL AND WELDING IS AESS. SEE GSN.
2. BASIS OF DESIGN CABLE, TURNBUCKLE, SWIVEL AND HARDWARE
IS RONSTAN SYSTEM. MIN BREAKING LOAD OF 2,400LBS. PROVIDE
RONSTAN SYSTEM OR APPROVED EQUAL .
3. CABLE CONNECTION HARDWARE SHALL BE ABLE TO ACCOMMODATE
FULL ROTATION IN TWO DIRECTIONS.
4. PREP EXISTING STEEL AS REQUIRED FOR WELDING AND MATCH
EXISITNG CONDITIONS WITH NEW PLATES. SEE SIGNAGE.
3/16
3/16
SIGN (BY OTHERS)
800 LBS MAX. WEIGHT
CABLE CONNECTION
(BY OTHERS) TOP AND
BOT. W/ HINGES IN TWO
PRIMARY DIRECTION TYP.
SEE NOTE 3
3/16" DIA. SS CABLE
PAIR AT EACH SIGN
SUPPORT POINT (2)
CABLE PAIRS MIN. PER
SIGN. SEE NOTE 2
3 1/4"
THREADED STUD
TO MATCH CABLE
CONNECTION NO
GAP AT PLATE
PROVIDE WASHER/
SHIM AS REQ'D.
PLATE SEE
ELEVATION
3/16 4-16
3/16 4-16
THREADED STUDS
FOR HANGER. TAP
AND THREAD INTO PL
A
A
(E) TRUSS
BRIDGING
MEMBER
B
B
SECTION A-A
SECTION B-B
PLATE
SEE ELEVATION
NOTE(S):
1. EXPOSED STEEL AND WELDING IS AESS. SEE GSN.
2. BASIS OF DESIGN CABLE, TURNBUCKLE, SWIVEL AND HARDWARE
IS RONSTAN SYSTEM. MIN BREAKING LOAD OF 2,400LBS. PROVIDE
RONSTAN SYSTEM OR APPROVED EQUAL .
3. CABLE CONNECTION HARDWARE SHALL BE ABLE TO ACCOMMODATE
FULL ROTATION IN TWO DIRECTIONS.
4. PREP EXISTING STEEL AS REQUIRED FOR WELDING AND MATCH
EXISITNG CONDITIONS WITH NEW PLATES. SEE SIGNAGE.
THEADED STUDS FOR
HANGER. TAP INTO
SIGN BY OTHERS
/4
/2
G R
A P
H
IC
S C
A L E
-F O
R R
E F
E R
E N
C E
O N
L Y
DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 17" x 22".
SUBMITTED BY
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
SHEET NO.
DRAWING NO.
TYPE
DISC. SHT. NO.
EAN PAN
NO. DATE BY REVISIONS
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NO. DATE BY REVISIONS
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IF ELECTRONIC SIGNATURE IS BROKEN OR MISSING - THIS IS NOT A LEGAL DRAWING
TYPE
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B▲ A▲
7/21/2026 2:35:47 PM Autodesk Docs://PDX Moving Walkways, Play Area & Wayfinding Signage/PDX-103101-STR_Signage-Walkway.rvt
SIGNAGE DETAILS - HANGING SIGNS - 2 - STRUCTURAL
PORTLAND INTERNATIONAL AIRPORT
S6.111
AUGUST 2026
A. MONNIER
J. DE BOER
S. THOMAS
JAY OSTLUND
TERMINAL AND CONCOURSES WAYFINDING SIGNAGE
PDX 2026-512
CD
1031012026D004
35111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O 503.227.3251 - F 503.227.7980
SCALE: 3" = 1'-0"1
CABLE SUPPORT AT SIGNAGE (TYPICAL)
SCALE: 3" = 1'-0"2
CABLE SUPPORT AT SIGNAGE (PERP. ORRIENTATION )
EXPIRES 12/31/202606/30/2028
7/27/2026
| 2026-07-27T15:43:53-0700 | |
| James Vodden |
File details come from the government source that posted it. Updated .