SCALE:

HOLLOW METAL FRAME ANCHORS

3" = 1'-0"2

SCALE:

HOLLOW METAL FRAME ANCHORS

3" = 1'-0"3

14 GA. "Z" CLIP

FRAME ANCHOR

3/16" x 11" x FULL

JAMB WIDTH

REINFORCING PLATE

(2) SELF DRILLING

SCREWS PER CLIP

(AT METAL STUD)

VARIES

(E) GYP WALL

GLASS STOP AT

RELITE CONDITION

H.M. FRAME

14 GA. "Z" CLIP

FRAME ANCHOR

CAULK

3/16" x 11" x FULL

JAMB WIDTH REINF.

PLATE

CAULK

A8.02

TS-04 RESILIENT THRESHOLD,

SEE FINISH LEGEND FOR

TYPE; INSTALL ALIGNED WITH

EDGE OF DOOR FRAME ON

DOOR SIDE

EXISTING CONCRETE

SLAB

VARIES

SCALE:

INTERIOR THRESHOLD - RESILIENT TO RESILIENT

3" = 1'-0"8SCALE:

INTERIOR THRESHOLD - RESILIENT TO CARPET

3" = 1'-0"5

NEW OR EXISTING DOOR -

SEE DOOR SCHEDULE

TS-01 RESILIENT

THRESHOLD, SEE FINISH

LEGEND FOR TYPE; INSTALL

CENTERED ON DOOR

EXISTING CONCRETE

SLAB

VARIES

NOTE(S):

1. REVERSE THRESHOLD AS

REQUIRED FOR CORRECT

MATERIAL ORIENTATION PER

AREA - TRANSITION TO OCCUR

BENEATH DOOR, TYPICAL.

SCALE:

DOOR HEAD (JAMB SIM.)

3" = 1'-0"1

WALL PER PLAN

HOLLOW METAL FRAME

DOOR AS SCHEDULED

2"

1/2" 1/2"

SCALE:

INTERIOR THRESHOLD - CONCRETE TO CARPET

3" = 1'-0"6 SCALE:

INTERIOR THRESHOLD - CONCRETE TO RESILIENT

3" = 1'-0"7

EXISTING DOOR - SEE DOOR

SCHEDULE

TS-03 RESILIENT

THRESHOLD, SEE FINISH

LEGEND FOR TYPE; INSTALL

CENTERED ON DOOR

EXISTING CONCRETE

SLAB

VARIES

EXISTING DOOR - SEE DOOR

SCHEDULE

TS-02 RESILIENT

THRESHOLD, SEE FINISH

LEGEND FOR TYPE; INSTALL

CENTERED ON DOOR

EXISTING CONCRETE

SLAB

VARIES

NOTE(S):

1. REVERSE THRESHOLD AS

REQUIRED FOR CORRECT

MATERIAL ORIENTATION PER

AREA - TRANSITION TO OCCUR

BENEATH DOOR, TYPICAL.

NOTE(S):

1. REVERSE THRESHOLD AS

REQUIRED FOR CORRECT

MATERIAL ORIENTATION PER

AREA - TRANSITION TO OCCUR

BENEATH DOOR, TYPICAL.

NOTE(S):

1. (3) ANCHORS PER

JAMB. USE

DIMENSIONS FOR

1 1/2 PAIR HINGES.

SCALE:

EXTERIOR DOOR SILL

3" = 1'-0"4

1/ 4"

EXISTING DOOR

EXISTING EXTERIOR

CONCRETE PAVING

NEW HARDWARE

ADDED TO INSIDE

AND OUTSIDE FACES

OF DOOR - SEE

DOOR SCHEDULE

SCALE:

STAIR HANDRAIL AT SIDE WALL

3" = 1'-0"9

3"

(E) 8" X 3/4" S.S. BASE W/

HARDBOARD BACKER

(N) GYP BOARD INFILL AT

FORMER HANDRAIL MOUNT

LOCATIONS

(E) 1 1/2" O.D. POLISHED S.S.

HANDRAIL AND BRACKET -

REMOVE, MODIFY, AND

REINSTALL AS SHOWN

(E) VENEER PLASTER WALL

WITH VINYL WALLCOVERING

(E) 16 GA. S.S. CAP W/

HARDBOARD BACKER

(E) 25-GAUGE METAL WALL

STUDS

8"

2' -1

1" T

O W

AL

KI

N G

S U

R

FA

C E

/ S

TA

IR

N

O

SI

N G

(E) 14 GAUGE X 6" BACKER

PLATE IN WALL ATTACHED

TO STUDS

(E) 2 1/2" O.D. POLISHED S.S.

GUARDRAIL W/ 3/4" RESILENT

PLASTIC SETTING BLOCK IN 3/4"

S.S. CHANNEL, TOP AND BOTTOM

1"

(E) 1/2" TEMPERED GLASS WITH

1/2" JOINTS @ POSTS

(E) 16 GA. S.S. CURB W/

HARDBOARD BACKER ON METAL

STUDS

1/

2"

1"

(E) 1 1/2" O.D. POLISHED S.S.

HANDRAIL AND BRACKET -

REMOVE, MODIFY, AND

REINSTALL AS SHOWN

REPAIR AND RESTORE EXISTING

POLISHED S.S. FINISH AT

PREVIOUS HANDRAIL MOUNTING

LOCATIONS

3 5/8" (E) 1/2" THICK x 1" POLISHED S.S.

SUPPORT BRACKET - REWELD TO

(E) GUARDRAIL BAR POST, TYP.

(E) FLOOR

SCALE:

STAIR HANDRAIL AT GLASS GUARDRAIL

3" = 1'-0"10 SCALE:

MIDDLE STAIR HANDRAIL AT FLOOR

3" = 1'-0"11

(E) 1 1/2" SCHEDULE 40 S.S.

PIPE RAILING POST

ANCHORED TO STAIR

FRAMING

2' -1

1" T

O W

AL

KI

N G

S U

R

FA

C E

/ S

TA

IR

N

O

SI

N G

(E) 3/4" x 2" S.S. BAR @ 5'-0" O.C.

(E) 1 1/2" O.D. S.S. HANDRAIL

HANDRAIL MODIFICATION NOTE(S):

1. NO MORE THAN ONE HANDRAIL PER STAIR SHALL BE REMOVED AND

MODIFIED AT ONE TIME.

2. REMOVE ALL EXISTING HANDRAILS AND SUPPORT BRACKETS AND

TRANSPORT FOR OFFSITE FABRICATION AND PREP. REFER TO PLANS

FOR BRACKET LOCATION, TYPE. AND QUANTITIES.

3. REMOVE EXISTING BRACKETS FROM HANDRAILS AND PREP AS REQUIRED

TO RECEIVE NEW BRACKETS AND MOUNTING PLATES.

4. NEW BRACKETS SHALL BE FABRICATED AND WELDED TO EXISTING

HANDRAILS OFFSITE. WELD, GRIND, AND POLISH TO MATCH EXISTING

FINISHES.

5. ATTACH MODIFIED HANDRAILS TO EXISTING CONSTRUCTION PER DETAILS.

HANDRAIL BRACKET SCHEDULE

TYPE QTY DETAIL NOTES / REMARKS / LOCATIONS

A 25 9/A8.02 GYPSUM BOARD AND STEEL STUD WALL

B 7 10/A8.02 GLASS AND STAINLESS STEEL GUARDRAIL

C 14 11/A8.02 POST INTO FLOOR OR STAIR TREAD

SCALE:

HANDRAIL BRACKET LEGEND AND NOTES

3" = 1'-0"12

EXISTING DOOR - SEE DOOR

SCHEDULE

2" 3"

(N) 1 1/2" SCHEDULE 40 S.S.

PIPE RAILING EXTENSION

1/8"

GRIND

SMOOTH

WAGNER OR EQUAL 1 1/2"

SCHEDULE 40 DOUBLE-LOCK

'SPLICE-LOK' - 6 INCHES

LONG WITH (2) 3/8-16

SOCKET HEAD SET SCREWS

1/8"

GRIND

SMOOTH

2' -1

1" T

.O . R

AI

L

TO

W

AL

KI

N G

S U

R

FA

C E

ST

AI

R

N O

SI

N

G

(N) S.S. PLATE 3/16 x 8" x CONT.

W/ (6) NO. 10 FLUSH HEAD

SCREWS, COUNTERSUNK, AT

EACH STUD, EACH SIDE OF

RAIL BRACKET

(N) S.S. PLATE 3/16 x 3" x 3"

W/ (4) NO. 10 FLUSH HEAD

SCREWS, COUNTERSUNK3"

2"

1/ 4"

1/8"

8/27/2026 lig ht da rk gr ay bl ac k

DESIGN NUMBER PROJECT NUMBER

2"

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gr ay

2:01:49 PM x:\pdx cbp 2026\d-drawings\00 current\a8.01.dwg DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17"

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

SHEET NO.

SUBMITTED BY

DRAWING NO.

1/ 4"

1/

2" 1"

BY REVISIONS APP

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

NO.DATE BY REVISIONS APPNO.

TYPE:

DISC. SHT. NO.

C

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T

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JA

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S H

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T H

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SH

AD

IN

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IN

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W

IN

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IN

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IN

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C O

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IM

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IS

1" x

7"

DATE

PORTLAND INTERNATIONAL AIRPORT

CUSTOMS AND BORDER PROTECTION IMPROVEMENTS - PHASE 2

INTERIOR DETAILS 2

JAY OSTLUND

D. CALEM

A. LASKEY

D. CALEM

SEPTEMBER 2026

25 CD

PDX 2026-513 A8.022025D042 103146