PDX 2026-512 (8) S0.003.pdf

ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS)

THE FOLLOWING STRUCTURAL MEMBERS ARE DESIGNATED AS AESS AS DEFINED IN THE 2016 AISC CODE OF STANDARD

PRACTICE:

ITEM AESS CATEGORY COMMENTS

EXPOSED STRUCTURAL STEEL

IN CM2 SIGNS

C

REFERENCE TABLE 10.1 OF 2016 AISC CODE OF STANDARD PRACTICE. AESS CATEGORIES SHALL BE AS INDICATED

BELOW:

AESS CATEGORY MATRIX

CATEGORY CHARACTERISTICS

AESS C

CUSTOM

ELEMENTS

AESS 4

SHOWCASE

ELEMENTS

AESS 3

FEATURE

ELEMENTS IN

CLOSE VIEW

AESS 2

FEATURE

ELEMENTS

NOT IN CLOSE

VIEW

AESS 1

BASIC

ELEMENTS

1.1 SURFACE PREPARATION

TO SSPC-SP 6

X X X X

1.2 SHARP EDGES GROUND

SMOOTH

X X X X

1.3 CONTINUOUS WELD

APPEARANCE

X X X X

1.4 STANDARD STRUCTURAL

BOLTS

X X X X

1.5 WELD SPATTERS

REMOVED

X X X X

2.1 VISUAL SAMPLES

MOCK-UP

REQUIRED

MOCK-UP

REQUIRED

OPTIONAL

2.2 ONE-HALF STANDARD

FABRICATION TOLERANCES

X X X

2.3 FABRICATION MARKS NOT

APPARENT

X X X

2.4 WELDS UNIFORM AND

SMOOTH

X X X

3.1 MILL MARKS REMOVED X X

3.2 BUTT AND PLUG WELDS

GROUND SMOOTH AND

FILLED

X X

3.3 HSS WELD SEAM

ORIENTED PER CONTRACT

DOCUMENTS

X X

3.4 CROSS SECTIONAL

ABUTTING SURFACE

ALIGNED

X X

3.5 JOINT GAP TOLERANCES

MINIMIZED

X X

3.6 ALL WELDED

CONNECTIONS

X X

4.1 HSS SEAM NOT APPARENT X

4.2 WELDS CONTOURED AND

BLENDED

X

4.3 SURFACES FILLED AND

SANDED

X

4.4 WELD SHOW-THROUGH

MINIMIZED

X

X

X

X

NOT

REQUIRED

X

X

X

X

X

X

X

X

X

X

STRUCTURAL ALUMINUM

ALUMINUM FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL CHAPTER M. DIMENSIONAL TOLERANCES SHALL COMPLY WITH THE CODE OF STANDARD PRACTICE FOR FABRICATING AND

ERECTING STRUCTURAL ALUMINUM.

SHAPE GRADE

PIPE SECTIONS 6061-T6 (35 KSI)

FASTENERS SHALL BE 300 SERIES STAINLESS STEEL, CONDITION CW WITH A MINIMUM ULTIMATE TENSILE STRENGTH, FU=100KSI. WELDING SHALL CONFIRM TO AWS D1.2, STRUCTURAL WELDING CODE-ALUMINUM. FILLER ALLOYS TO BE

COMPATIBLE FOR WELDING TO BASE MATERIAL ALLOYS.

DISSIMILAR MATERIALS SHALL BE ISOLATED FROM EACH OTHER USING ONE OF THE FOLLOWING: PAINT, PLASTIC SHIM, STAINLESS STEEL SHIM, SEALANT OR TAPE OR APPROVED ALTERNATE.

COLD-FORMED METAL FRAMING

STEEL STUDS SHALL BE C-STUDS WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR 54, 68 AND 97 MIL THICKNESSES. GAUGE PLATE AND STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR 54, 68 AND 97 MIL THICKNESSES. COLD-FORMED FRAMING SHALL BE OF THE

SIZE, GAUGE, AND SPACING SHOWN ON THE DRAWINGS.

THE AMERICAN IRON AND STEEL INSTITUTE AND STEEL STUD MANUFACTURES ASSOCIATION (SSMA) STANDARDS ARE USED IN THIS PACKAGE. PRODUCTS USED SHALL MEET OR EXCEED AISI STANDARDS AND ARE DESIGNATED BY THE

FOLLOWING FOUR PART IDENTIFICATION CODE:

EXAMPLE: 362 S 162 - 33

362 INDICATES WEB DEPTH (IN 1/100 OF AN INCH)

S INDICATES SHAPE STYLE (S, T, U OR F)

162 INDICATES FLANGE WIDTH (IN 1/100 OF AN INCH)

33 INDICATES MATERIAL MIL THICKNESS (1 MIL = 1/1,000 INCH)

PROVIDE BRIDGING ADEQUATE TO DEVELOP THE FULL MOMENT CAPACITY OF STUDS IN CONFORMANCE WITH THE

STEEL STUD MANUFACTURERS ASSOCIATION'S (SSMA) RECOMMENDATIONS.

ALL FIELD CUTTING OF STUDS MUST BE BY SAWING, SHEARING, OR PLASMA CUTTING. OTHER CUTTING METHODS OF

COLD-FORMED MEMBERS ARE UNACCEPTABLE.

NO NOTCHING OR COPING OF STUDS IS ALLOWED, UNLESS NOTED OTHERWISE.

ENDS OF AXIAL LOAD BEARING WALL STUDS SHALL HAVE SQUARE END CUTS AND SHALL BE SEATED TIGHT AGAINST THE TRACKS WITH A MAXIMUM GAP TOLERANCE OF 1/8" BETWEEN THE STUD AND TRACK. FOR STUDS WITH A MATERIAL THICKNESS OF 68 MIL AND GREATER, THE MAXIMUM GAP TOLERANCE IS REDUCED TO 1/16".

SPLICING OF WALL STUDS OR HEADERS IS NOT ALLOWED, UNLESS NOTED OTHERWISE.

ALL HEADERS/BUILT-UP BEAMS AND BLOCKING ARE TO BE CONSTRUCTED WITH UNPUNCHED MATERIAL ONLY.

COLD-FORMED FRAMING CONNECTIONS SHALL BE AS FOLLOWS:

COLD-FORMED METAL FRAMING CONNECTIONS

FASTENER PRODUCT

SCREWS ELCO DRIL-FLEX OR HILTI KWIK-FLEX (ESR-3332)

PAF'S HILTI X-U (ESR-2269)

FOR SCREWS, PROVIDE 3/4" MINIMUM CLEARANCE FROM ALL EDGES AND 3/4" MINIMUM CENTER TO CENTER SPACING.

FASTENERS OF COMPARABLE SPECIFICATIONS AND LOAD CAPACITIES MAY BE SUBMITTED FOR APPROVAL.

WELDING SHALL CONFORM WITH AWS D1.3.

/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

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

SUBMITTED BY

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

SHEET NO.

DRAWING NO.

TYPE

DISC. SHT. NO.

EAN PAN

NO. DATE BY REVISIONS

A

PP

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 H

E N

A L L T

H R

E E

P L A

N E

S A

R E

V

IS

IB

L E

T

H

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 b la c k g ra y g ra y lig h t d a rk

NO. DATE BY REVISIONS

A

PP

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

TYPE

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

B▲ A▲

7/21/2026 2:33:58 PM Autodesk Docs://PDX Moving Walkways, Play Area & Wayfinding Signage/PDX-103101-STR_Signage-Walkway.rvt

GENERAL STRUCTURAL NOTES - 2 - STRUCTURAL

PORTLAND INTERNATIONAL AIRPORT

S0.003

AUGUST 2026

A. MONNIER

J. DE BOER

S. THOMAS

JAY OSTLUND

TERMINAL AND CONCOURSES WAYFINDING SIGNAGE

PDX 2026-512

CD

1031012026D004

8111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O 503.227.3251 - F 503.227.7980

EXPIRES 12/31/202606/30/2028

7/27/2026