PDX 2026-512 (36) S6.120.pdf

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Attached to
Portland International Airport Terminal and Concourses Wayfinding Signage
Solicitation number
144651
Issued by
Multnomah County, Oregon

About this file

This is a structural signage details drawing for the Portland International Airport Terminal and Concourses Wayfinding Signage project (PDX 2026-512), prepared by Jay Ostlund Architects for the City of Portland, Oregon. The drawing, dated August 2026 and expires December 31, 2026, provides specifications for wall-mounted sign support systems within the terminal and concourse areas. The document presents two detailed sign support configurations (WM2 and WM4) at a scale of 1½" = 1'-0", specifying structural requirements including 6-inch, 20-gauge metal studs spaced at 16 inches on center, gypboard backing, steel Z-clips, and various fastening specifications with maximum weight capacities of 400 pounds and 100 pounds respectively for the two configurations. The drawings indicate specific hardware requirements such as #10 Elco drill-flex screws, bent plates, and blocking details where bracket alignment does not coincide with vertical studs.

The document is a technical reference drawing providing structural guidance for signage installation contractors rather than a procurement or budgetary document. No specific pricing terms, set-asides, funding amounts, or contract award information is contained within this drawing. The specifications reflect industry-standard construction details for secure wall-mounted signage installation and are intended to support the broader wayfinding signage initiative at Portland International Airport as part of the terminal and concourse renovation project.

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Text version

1/2" MAX.

(E) GYPBOARD

(E) 6"-20 GA. METAL

STUDS

AT 16" O.C. (V.I.F.)

SIGN SEE ARCH.

(400 LBS TOTAL MAX.)

(3) #10 ELCO DRILL-FLEX

SCREW THROUGH GYP.

AND INTO (E) STUD, TYP.

AT EACH STUD

(2) CONT. 16 GA Z-CLIPS

MATCH WIDTH OF SIGN

SEE ARCH.

MEZZANINE

SEE ARCH.

(2) #10 SCREWS INTO STUD OR

BLOCKING. CUT AND PATCH

GYP. AS REQUIRED TYP.

(1) #10 SCREW, TYP.

SOFFIT

SEE ARCH.

WHERE BRACKET DOESN'T ALIGN

W/ VERT. STUD PROVIDE 600T200-54

BLOCKING. CUT FLANGES AND ATTACH

TO STUDS W/ (2) #10 AT EACH END

(E) 6"-20 GA. METAL STUDS

AT 16" O.C. (V.I.F.)

SIGN SEE ARCH.

(100 LBS TOTAL MAX.)

1/4" BENT PLATE

(E) SIGN 4" MAX.

MATCH TYP.

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DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 17" x 22".

SUBMITTED BY

DESIGNED BY

DRAWN BY

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DATE

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7/21/2026 2:35:47 PM Autodesk Docs://PDX Moving Walkways, Play Area & Wayfinding Signage/PDX-103101-STR_Signage-Walkway.rvt

SIGNAGE DETAILS - WALL MOUNTED SIGNS - STRUCTURAL

PORTLAND INTERNATIONAL AIRPORT

S6.120

AUGUST 2026

A. MONNIER

J. DE BOER

S. THOMAS

JAY OSTLUND

TERMINAL AND CONCOURSES WAYFINDING SIGNAGE

PDX 2026-512

CD

1031012026D004

36111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O 503.227.3251 - F 503.227.7980

SCALE: 1 1/2" = 1'-0"1

WM2 SIGN SUPPORT ON FACE OF WALL

SCALE: 1 1/2" = 1'-0"2

WM4 SIGN SUPPORT ON FACE OF WALL

EXPIRES 12/31/202606/30/2028

7/27/2026

2026-07-27T15:43:22-0700
James Vodden

File details come from the government source that posted it. Updated .