PDX 2026-514 (37) S2.262.pdf
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- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is an architectural drawing prepared by the design team for the Portland International Airport's Terminal Upper Roadway Joint Replacement project in Oregon. The drawing, designated as Sheet S2.262, depicts the enplaning framing plan for Sector 62 and includes detailed structural dimensions, grid references, and elevation notations. The document specifies existing conditions, matchline references to adjacent sheets (S2.272 and S2.252), and the extent of the P1 garage above. The drawing is scaled at 1/8" = 1'-0" and was prepared in October 2026 by the design team at the specified Portland office location. Key personnel listed include S. Thomas as the designer, J. De Boer as the drawn-by contact, and C. Totten as the checked-by contact, with Jay Ostlund listed as the project manager.
The drawing includes essential contractor notes requiring verification of all existing conditions, dimensions, and elevations prior to fabrication and erection, with mandatory notification to the architect and port of any significant discrepancies. Additional requirements include shoring of existing framing for demolition and re-framing work, inspection of exposed framing for cracks and damage, and cleaning and repair of existing roadway gutters. The document provides a legend identifying existing conditions, existing structures, slab elevation indicators, overframed sidewalk areas, concrete curb locations, seismic joists, and envelope face designations. The drawing was digitally signed on June 30, 2026, and represents progress print documentation for the structural design phase of the upper roadway joint replacement project.
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Text version
B
A
AA
AB
A'
AC
AD
AD'
14 1514N
14' - 9" 50' - 0"
/2
JOINT #29
MATCHLINE - S2.272
MATCHLINE - S2.252
M A
T C
H L
IN
E
S
.2
EXTENTS OF P1
GARAGE ABOVE
S6.108
T
O G
R
ID
C
G R
ID
A
E
/4
T
O
79' - 0" TO GRID 15R
INDICATES EXISTING.
INDICATES EXISTING STRUCTURE.
INDICATES TOP OF SLAB ELEVATION.
INDICATES AREA OF OVERFRAMED SIDEWALK.
INDICATES LOCATION OF CONC. CURB / CRASH WALL.
INDICATES SEISMIC JOIST.
INDICATES FACE OF ENVELOPE BELOW (DEPLANING).
FACE OF ENVELOPE AT ENPLANING.
EL. XXX'-XX"
NOTE(S):
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND
ELEVATIONS PRIOR TO FABRICATION AND ERECTION. NOTIFY ARCHITECT AND
PORT OF ANY SIGNIFICANT DISCREPANCIES FROM THOSE SHOWN ON THE
DRAWINGS.
2. CONTRACTOR TO SHORE ALL EXISTING FRAMING AS REQUIRED FOR DEMOLITION
AND RE-FRAMING WORK.
3. ALL EXPOSED FRAMING SHALL BE INSPECTED FOR CRACKS AND DAMAGE BY THE
CONTRACTOR AND FINDINGS REPORTED TO THE ARCHITECT AND PORT.
4. CLEAN AND REPAIR EXISTING ROADWAY GUTTERS (WHERE OCCURS) SEE
DETAILS AND SPECIFICATIONS.
LEGEND:
(E)
/4
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DESIGN NUMBER PROJECT NUMBER
DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17".
NO. DATENO. DATE BY REVISIONS APP REVISIONS APPBY
DISC. SHT. NO.
DESIGN BY
DRAWN BY
CHECKED BY
DATE
SHEET NO.
SUBMITTED BY
DRAWING NO.
TYPE:
IF ELECTRONIC SIGNATURE IS BROKEN OR MISSING - THIS IS NOT A LEGAL DRAWING
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501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
9/24/2026 12:14:10 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 62
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.262
JAY OSTLUND
PDX 2026-514
CD
TERMINAL UPPER ROADWAY JOINT REPLACEMENT
PORTLAND INTERNATIONAL AIRPORT
24'16'8'4'0'
SCALE: IN FEET
111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O 503.227.3251 - F 503.227.7980
N
SCALE: 1/8" = 1'-0"1
ENPLANING - FRAMING PLAN - SECTOR 62
N
KEY PLAN
SCALE: N.T.S.
01 02 03 04 05
11 12
61 6262
71 72
82 83
21 22
31 32
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:05:50-0700 | |
| Craig Totten |
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