PDX 2026-514 (22) S2.202.pdf
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- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is an architectural framing plan drawing for the Portland International Airport (PDX) in Oregon, prepared as part of the CD Terminal Upper Roadway Joint Replacement project (PDX 2026-514). The drawing, dated October 2026 and designated as Sheet S2.202, illustrates the enplaning framing plan for Sector 02 and depicts the structural layout at seismic joint #35, including guardrail gaps, existing structure indicators, top of slab elevations, and overframed sidewalk areas. The plan contains detailed dimensional annotations, matchline references to adjacent sheets (S2.201, S2.203, and S2.212), and a graphic scale set at 1/8" = 1'-0". The document includes critical contractor notes requiring verification of all existing conditions and dimensions prior to fabrication and erection, mandatory 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 drawing was prepared by design firm personnel including S. Thomas (design), J. De Boer (drawn by), and C. Totten (checked by), with Jay Ostlund listed as the project manager. The document is a progress print digitally signed on June 30, 2026, and references the Autodesk project file PDX-102970-STR-Roadway.rvt. The design firm is located at 501 SE 14th Ave., Suite 103, Portland, OR 97214, with a primary office at 111 SW Fifth Ave., Suite 2600, Portland, OR 97204. No specific pricing, contract terms, award dates, or bidding information is contained within this technical drawing document.
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Text version
E7 E8 E9 E10
ED
EC
VV
WW
14 15
TY
TX
TW
14N
NF NGNENDNC
/8
/8
14' - 9" 5' - 5 1/2" 30' - 0" 14' - 6 1/2" 15' - 5 1/2" 30' - 0"
(E) CCE
STRUCTURE
JOINT #35
MATCHLINE - S2.212
M A
T C
H L
IN
E
S
.2
M A
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H L
IN
E
S
.2
JOINT #34
S6.101
S6.101
GAP IN GUARDRAIL
AT SEISMIC JOINT
TYP.
S6.102
S6.120
30' - 0" TO GRID E11
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)
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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 12:13:59 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 02
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.202
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 02
N
KEY PLAN
SCALE: N.T.S.
01 0202 03 04 05
11 12
61 62
71 72
82 83
21 22
31 32
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:05:14-0700 | |
| Craig Totten |
File details come from the government source that posted it. Updated .