PDX 2026-514 (14) S0.001.pdf
PDF 149 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is a structural abbreviations and drawing standards document prepared for Portland International Airport by architectural and engineering firms based in Portland, Oregon. The document serves as a reference guide for the Terminal Upper Roadway Joint Replacement project (PDX 2026-514) and establishes standardized abbreviations and notational conventions for use across project drawings and specifications. The guide includes comprehensive listings of structural, architectural, and engineering abbreviations covering materials, structural elements, testing methods, code references, and measurement units. The project is dated October 2026 and was digitally signed on June 30, 2026, indicating this is a progress print of the construction documents prepared by structural engineer S. Thomas J. De Boer and checked by C. Totten.
This document is a reference standard rather than a procurement instrument and does not contain pricing information, bid dates, contract terms, or award details. It functions as an internal project control document establishing communication standards for the design and construction team. The drawing scale is reduced fifty percent when printed on 11" x 17" sheets, and the document notes that electronic signatures must be present to constitute a legal drawing. No specific funding amounts, set-asides, or incumbent contractor information is provided in this standards document.
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Text version
LIST OF ABBREVIATIONS
DWG. DRAWING
D.T.I. DIRECT TENSION INDICATING
WASHER
(E) EXISTING
EA EACH
ELEC. ELECTRICAL
EL. ELEVATION
EQ. EQUAL
EQUIP. EQUIPMENT
EXIST., (E) EXISTING
EXP. EXPANSION
EXT. EXTERIOR
(F) FUTURE
FDN. FOUNDATION
FIN. FINISH
FLR. FLOOR
FT. FOOT
FTG. FOOTING
GA. GAUGE
GALV. GALVANIZED
GR. GRADE
GSN GENERAL STRUCTURAL NOTES
HD HOLDOWN
HORIZ. HORIZONTAL
HSS HOLLOW STRUCTURAL STEEL
IBC INTERNATIONAL BUILDING CODE
ICBO INTERNATIONAL CONFERENCE
OF BUILDING OFFICIALS
I.D. INSIDE DIAMETER
IN. INCH
INT. INTERIOR
K KIPS
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
LB. POUND
L.L. LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOC. LOCATION
LONG. LONGITUDINAL
LSH LONG SIDE HORIZONTAL
LSV LONG SIDE VERTICAL
LVF LOW VELOCITY FASTENER
MAX. MAXIMUM
MBMA METAL BUILDING MANUFACTURERS
ASSOCIATION
MECH. MECHANICAL
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MT MAGNETIC PARTICLE TESTING
N.I.C. NOT IN CONTRACT
NOM. NOMINAL
NO. NUMBER
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OPP. OPPOSITE
OWJ OPEN WEB JOIST
PAF POWDER ACTUATED FASTENER
PCF POUNDS PER CUBIC FOOT
PERIM. PERIMETER
PL PLATE
P.J.P. PARTIAL JOINT PENETRATION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
P/T POST-TENSIONED
PVC POLYVINYL CHLORIDE
R, RAD. RADIUS
(A) ABOVE
A.B. ANCHOR BOLT
ACI AMERICAN CONCRETE INSTITUTE
ADD'L. ADDITIONAL
AESS ARCHITECTURAL EXPOSED
STRUCTURAL STEEL
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION INCORPORATED
ALT. ALTERNATE
ALUM. ALUMINUM
ARCH. ARCHITECT
ASCE AMERICAN SOCIETY OF CIVIL
ENGINEERS
ASTM AMERICAN SOCIETY FOR
TESTING AND MATERIALS
AWS AMERICAN WELDING SOCIETY
(B) BELOW
BLDG. BUILDING
B.O.C. BOTTOM OF CONCRETE
BOT. BOTTOM
C.G. CENTER OF GRAVITY
C.I.P. CAST IN PLACE
C.J. CONTROL JOINT
C.J.P. COMPLETE JOINT PENETRATION
CL CENTERLINE
CLR. CLEAR
CMU CONCRETE MASONRY UNIT
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
CS COUNTERSUNK
db BAR DIAMETER
DBA DEFORMED BAR ANCHOR
DET. DETAIL
DIA. DIAMETER
DIAG. DIAGONAL
D.L. DEAD LOAD
RCSC RESEARCH COUNCIL ON
STRUCTURAL CONNECTIONS
RET. RETURN
REINF. REINFORCING
REQ'D. REQUIRED
REQ'MTS. REQUIREMENTS
RO ROUGH OPENING
SCHED. SCHEDULE
S.C. SLIP CRITICAL
SEOR STRUCTURAL ENGINEER OF RECORD
SIM. SIMILAR
SFRS SEISMIC FORCE RESISTING SYSTEM
S.O.G. SLAB ON GRADE
SOMD SLAB ON METAL DECK
SPEC. SPECIFICATION
SQ. SQUARE
SS STAINLESS STEEL
SSMA STEEL STUD MANUFACTURERS
ASSOCIATION
STD. STANDARD
STIFF. STIFFENER
STRUCT. STRUCTURAL
SYM. SYMMETRICAL
TRANS. TRANSVERSE
TS LIGHT GAUGE TUBE STEEL
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
U.T. ULTRASONIC TESTING
VERT. VERTICAL
V.I.F. VERIFY IN FIELD
W/ WITH
WF WIDE FLANGE
W/O WITHOUT
W.P. WORK POINT
WPS WELDING PROCEDURE
SPECIFICATION
WT WEIGHT
WWF WELDED WIRE FABRIC
/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 d a rk g ra y b la c k lig h t g ra y
C A
N Y
O U
S E
E T
H E
A
IR
P L A
N E
S
T
H E
A D
J A
C E
N T
S A
M P
L E
S S
H O
W T
H R
E E
D
IF
F E
R E
N T
L E
V E
L S
O
F S
H A
D
IN
G S
E T
T
IN
G S
F O
R V
IE
W
IN
G
A N
D P
R
IN
T
IN
G D
R A
W
IN
G C
O N
T E
N T
A R
E O
P T
IM
IZ
E D
W
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N A
L L T
H R
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P L A
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S A
R E
V
IS
IB
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T
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IS
G U
ID
A
N C
E I S
P R
O V
ID
E
D F
O R
R E
F E
R E
N C
E O
N L Y
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
D R
A W
IN
G
S C
A L E
I S
R E
D U
C E
D
W H
E N
S H
E E
T S
IZ
E
I S x
501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
9/24/2026 12:13:53 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
STRUCTURAL ABBREVIATIONS
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S0.001
JAY OSTLUND
PDX 2026-514
CD
TERMINAL UPPER ROADWAY JOINT REPLACEMENT
PORTLAND INTERNATIONAL AIRPORT
111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O 503.227.3251 - F 503.227.7980
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:03:22-0700 | |
| Craig Totten |
File details come from the government source that posted it. Updated .