PDX 2026-513 (30) S0.01.pdf

8/26/2026

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DESIGN NUMBER PROJECT NUMBER

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THE AREA BELOW IS TO BE LEFT BLANK - FOR

USE BY CITY FOR PERMIT REVIEW STAMP ONLY-

11:15:40 AM JCAVANAGH p:\2026 projects\26105 - dbc - pop cbp improvements\structural\cad\r-floor_plan.dwg

DISC. SHT. NO.

DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17"

DESIGN BY

DRAWN BY

CHECKED BY

DATE

SHEET NO.

SUBMITTED BY

DRAWING NO.

TYPE:

1/

4" 1/

2" 1"

1/

4" 1/

2" 1"

DATE BY REVISION APPDATE BY REVISION APP ##

IF ELECTRONIC SIGNATURE IS BROKEN OR MISSING - THIS IS NOT A LEGAL DRAWING

CONSULTING ENGINEERS

T.M. RIPPEY

7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900

Fax: (503) 443-3700PROJECT #26105

PORTLAND INTERNATIONAL AIRPORT

CUSTOMS AND BORDER PROTECTION IMPROVEMENTS PHASE 2

GENERAL NOTES AND ABBREVIATIONS - STRUCTURAL

JAY OSTLUND

R. TURNBAUGH

J. CAVANAGH

R. TURNBAUGH

SEPTEMBER 2026

30 CD

PDX 2026-513 S0.012005D042 103146

AND &

CENTERLINE ℄

DEGREES °

FEET '

INCHES ''

A

ABANDONED ABAND.

AIRPLANE FUEL AF

ASPHALT CONCRETE AC

C

CAST IRON PIPE CIP

CATCH BASIN CB

COMMUNICATIONS COMM

CONCENTRATE DEICING CDEI

CONCRETE CONC.

CONCRETE MASONRY UNIT CMU

CONCRETE SEWER PIPE CSP

CORRUGATED METAL PIPE CMP

D

DILUTE DEICING DDEI

DISTANCE DIST

DEICING DEI

DIAMETER DIA

DUCTILE IRON PIPE DIP

E

EACH EA

EAST E

EASTING E:

ELECTRICAL ELEC.

ELECTRICAL E

(UTILITY DESIGNATION)

ELEVATION ELEV.

EQUAL (EQUAL SPACING) EQ

EXISTING EXIST.

F

FEDERAL AVIATION FAA

ADMINISTRATION

FIBER OPTIC FO

G

GALVANIZED GALV.

H

HAND HOLE HH

HIGH DENSITY HDPE

POLYETHYLENE

HORIZONTAL HORIZ.

I

IDENTIFICATION ID

INSIDE DIAMETER I.D.

INVERT ELEVATION IE

K

KIPS K

KIPS PER SQUARE FOOT KSF

KIPS PER SQUARE INCH KSI

L

LEFT LT

M

MANHOLE MH

MANHOLE CATCH BASIN MH/CB

MAXIMUM MAX.

MISCELLANEOUS MISC.

N

NATURAL GAS G

(UTILITY DESIGNATION)

NOT IN CONTRACT N.I.C.

NORTH N

NORTHING N:

NORTHEAST NE

NORTHWEST NW

NOT TO SCALE N.T.S.

O

OFFSET OFF.

ORDINARY HIGH WATER OHW

OUTSIDE DIAMETER O.D.

OVERHEAD POWER OP

P

PAVEMENT PVMT.

PORTLAND INTERNATIONAL PDX

AIRPORT

PERFORATED PIPE PRF

POINT OF TANGENCY PT

POINT OF VERTICAL PVI

INTERSECTION

POINT OF CURVATURE PC

POINT OF INTERSECTION PI

POLYVINYL CHLORIDE PIPE PVC

PORTLAND CEMENT PCC

CONCRETE

PROFESSIONAL ENGINEER P.E.

R

RADIUS R

REMOVE REM.

RIGHT RT

RIGHT OF WAY R.O.W.

S

SANITARY SEWER SS

STORM SEWER STS

SOUTH S

SOUTHEAST SE

SOUTHWEST SW

SPACED SP.

STATION STA.

T

TEMPORARY TEMP.

TYPICAL TYP.

V

VERTICAL VERT.

W

WATER W

FIRE PROTECTION WATER WF

WEST W

ABBREVIATIONS

CODE REQUIREMENTS:

CONFORM TO THE 2024 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2025

OREGON STRUCTURAL SPECIALTY CODE, REFERENCED HEREAFTER AS IBC.

DESIGN CRITERIA:

DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN

ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN,

WITH LIVE LOADS REDUCED PER IBC:

LIVE LOAD: 100 PSF

GROUND SNOW LOAD Pg: 10 PSF FLAT-ROOF SNOW LOAD Pf: 25 PSF SNOW EXPOSURE FACTOR Ce: 1.0 SNOW IMPORTANCE FACTOR Is: 1.1 THERMAL FACTOR Ct: 1.0

SEISMIC IMPORTANCE FACTOR Ie: 1.25

SITE CLASS: F

SDS = 0.810

SEISMIC DESIGN CATEGORY: D

SEISMIC RISK CATEGORY: III

EXISTING CONDITIONS:

THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE PORT/ARCHITECT/ENGINEER OF

ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE

START OF THE WORK.

TEMPORARY CONDITIONS:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW

AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE

SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL

CONFIGURATION ONLY.

SUBMITTALS:

SHOP DRAWINGS SHALL BE SUBMITTED TO THE PORT PRIOR TO FABRICATION AND

CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING:

1. METAL STRUT FRAMING.

IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL

DRAWINGS, THEY SHALL BE CLEARLY IDENTIFIED. ANY CHANGES TO THE

STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE PORT AND ARE SUBJECT TO

REVIEW AND ACCEPTANCE BY THE ENGINEER.

DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND

FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND

SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE

PROJECT IS BEING PERFORMED, AND SHALL BE SUBMITTED TO THE PORT PRIOR TO

FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE IBC.

NON-STRUCTURAL DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL, MECHANICAL,

SPRINKLER, AND FIRE ALARMS SHALL BE PER THE PROGRAM OUTLINED ON THE

ARCHITECTURAL DRAWINGS.

CONCRETE AND CMU ACCESSORIES:

CONCRETE SCREW ANCHORS SHALL BE ''HILTI KWIK HUS-EZ'' (OR PORT/ENGINEER

APPROVED EQUIVALENT) INSTALLED PER MANUFACTURER'S GUIDELINES AND

CURRENT ESR REPORT.

UNISTRUT:

TYPICAL INSTALLATION AND ATTACHMENTS PER MANUFACTURER'S

RECOMMENDATIONS.

ACCEPTABLE STRUT VARIANTS INCLUDE 'KO', 'HS', 'H3', 'WT', 'T', AND 'SL' SERIES.

QUALITY ASSURANCE PROGRAM:

SEE SECTION 1705 THRU 1707 AMENDED BY OREGON.

USE OF DOCUMENTS:

USE OF THESE DOCUMENTS IS LIMITED EXCLUSIVELY TO THIS PROJECT. TM RIPPEY

CONSULTING ENGINEERS SHALL NOT BE LIABLE OR RESPONSIBLE FOR USE OF THESE

DOCUMENTS OUTSIDE OF THIS PROJECT, OR FOR MODIFICATION TO THESE

DOCUMENTS MADE BY OTHERS, WITHOUT THE EXPRESS WRITTEN CONSENT OF TM

RIPPEY CONSULTING ENGINEERS.

SCOPE OF WORK:

TM RIPPEY CONSULTING ENGINEER'S SCOPE OF WORK IS LIMITED TO SEISMIC

ANCHORAGE OF THE NON-STRUCTURAL COMPONENTS ONLY INCLUDING TWO

SUSPENDED SIGNS.

GENERAL STRUCTURAL NOTES: