S6-2_-_STEEL_BEAM_REPAIR_DETAILS_06_11_26_0002.pdf

NEW 3/8" FLANGE PLATE,

1/2" MIN. WIDER EACH SIDE

THAN EXISTING FLANGE.

1/4

1/4

PROVIDE TEMPORARY

SHORING AS REQUIRED

NEW GALV. 3/8" WEB PLATE

6" MIN. BEYOND LIMIT

OF WEB DETERIORATION

REMOVE EXISTING CLIP ANGLES

AND CLEAN EXISTING BEAM END

OF ALL CORROSION AND SCALE.

(2) CLIP ANGLES EACH SIDE

REQUIRED PER BEAM END.

REPLACE WITH GALV. CLIP

ANGLES TO MATCH EXISTING IF

MISSING OR IF INTERFERES WITH

WEB REPAIR. WELD TO WEB

PLATE IF NEEDED.

1/4

NOTES:

1. ALL STEEL TO BE CLEANED PRIOR

TO WELDING PER SPECIFICATIONS.

STEEL TO RECEIVE ZINC-RICH,

RUST-INHIBITING PAINT PRIOR TO

FINAL WALL REBUILD.

2. BEAM REPAIR DEPICTED IN THIS

DETAIL REPRESENTS THE TYPICAL

21"-DEEP LEAN-TO GIRDER. REFER

TO BEAM REINFORCING SCHEDULE

FOR PLATE SIZES AT ALL BEAM

LOCATIONS.

3. NOTE ROOF AND BEAM SLOPE NOT

SHOWN, SEE PLANS AND SECTIONS.

4. ASSUME WEB PLATES AND NEW

CLIP ANGLES WILL BE REQUIRED

WHERE INDICATED ON PLAN.

PROVIDE UNIT COST FOR ADD.

4"

REBUILD TOP OF WALL

PER ARCHITECTURAL

ELEVATIONS. INFILL BEAM

POCKET WITH MASONRY

AFTER BEAM REPAIRS

ARE COMPLETE.

3@12"

NEW GALV. BEAM

BEARING PLATE WHERE

REQUIRED, SEE 2/S6.2.

SEE 4/S6.6 FOR

DIAPHRAGM AND

SILL ATTACHMENT.

LINE OF WALL BEYOND

EXTERIOR FACE OF PIER

LIMIT OF

DETERIORATION

BEAM, SEE PLAN.

REINFORCE AS

REQ'D PER 1/S6.2

POCKET

BEARING PLATE

LENGTH "L"

MATCH EXISTING ANGLES

IN SIZE AND NUMBER,

ASSUME L3x3x5/16 x 0'-3"

FOR PRICING

EXISTING MASONRY

WALL; SEE ARCH

DWGS FOR EXTENTS

OF REBUILD / REPAIR

GALV. BEARING

PLATE BP-#

PER PLAN AND

SCHEDULE

NOTES:

1. PROVIDE TEMPORARY SHORING TO UNDERSIDE OF BEAM NEAR

BEARING END PRIOR TO REPLACING BEARING PLATE.

2. CUT POCKET IN WALL AS SHOWN.

3. FILL HOLLOWS IN WALL UNDER BEARING PLATE SOLID WITH

MORTARED BRICK BEFORE PLACING PLATE. (MINIMUM 2

COURSES)

4. AFTER BEAM IS REPAIRED / REINFORCED AND BEARING PLATE

IS REPLACED, BRICK UP POCKET SOLID. FULL MORTAR BEDDING

IN ALL H & V BRICK JOINTS, TO POCKET FACES AND TO BEAM.

(ALTERNATE: GROUT SOLID)

5. ASSUME ALL BEARING PLATES WILL NEED TO BE REPLACED

WHERE INDICATED ON PLAN. PROVIDE UNIT COST FOR ADD.

SECTION ELEVATION

EXISTING

MASONRY

WALL

BEARING PLATE

WIDTH "B"

2" CLR. 2" CLR.

1/4

B E

A M

D E

P T

H

S E

E P

L A

N

0' - 1"

N O

N -S

H R

IN

K

G R

O U

T

1" CL. 1" CL.

N O

N -S

H R

IN

K

G R

O U

T B

P T

H

IC

K N

E S

S t"

NEW 3/8"

WEB PLATE

1/4

TYP. EA. BENT

PLATE

NOTES:

1. ALL STEEL TO BE CLEANED PRIOR TO

WELDING PER SPECIFICATIONS.

STEEL TO RECEIVE ZINC-RICH, RUST-

INHIBITING PAINT PRIOR TO FINAL

WALL REBUILD.

2. LOCATIONS NOTED ON PLAN

INDICATE THOSE TO HAVE RUSTED

THROUGH THE BEAM WEB AS

OBSERVED FROM THE GROUND.

ONCE THE STEEL HAS BEEN CLEANED

AND OBSERVED FROM BOTH SIDES

UP CLOSE, ADDITIONAL LOCATIONS

WILL LIKELY BE IDENTIFIED. ASSUME

(12) ADDITIONAL LOCATIONS IN

ADDITION TO THOSE INDICATED ON

PLAN. ASSUME A 36"-LONG WEB

PLATE AT EACH LOCATION FOR

PRICING AND PROVIDE A UNIT COST

FOR ADDITIONAL LOCATIONS THAT

MAY BE IDENTIFIED DURING

CONSTRUCTION.

AREA OF WEB DETERIORATION.

CLEAN OF ALL RUST AND SCALE TO

ALLOW MEASUREMENT OF

REMAINING WEB THICKNESS.

2" MIN.

(E) 10" WF AT

HANGAR CLERESTORY

k -F

IL

L E

T T

Y P

3@12"

LIMIT OF WEB

DETERIORATION

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

190066

GATE 308504

HANGARS 3 & 4 REHABILITATION 150

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C U s e rs

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JCT / EB / PA

MAS

NF

12/19/2025

S6.2

STEEL BEAM REPAIR

DETAILS

SCALE: NTSS6.2

1 TYPICAL LEAN-TO BEAM FLANGE AND WEB REPAIR

SCALE: NTSS6.2

2 EXISTING BEAM BEARING REPAIR

SCALE: NTSS6.2

3 TYPICAL HANGAR BEAM WEB REPAIR

BEAM BEARING PLATE SCHEDULE

BEAM

SIZE

MARK L (IN) B (IN) t (IN) NOTES

21" CB 55# BP-1 12 12 0.75

16" B 45#

4" I 7.7# BP-3 6 6 0.50

C10 x 15.3# BP-4 8 6 0.50

C8 x 11.5# BP-5 8 6 0.50

NO BP

BEARS DIRECTLY

ON 2C LINTEL

BEAM REINFORCING PLATE SCHEDULE

(ESTIMATES - FOR PRICING PURPOSES)

BEAM

SIZE

L (IN) H (IN) L (IN)

21" CB 55# 24 19 24

16" B 45#

4" I 7.7# 3

C10 x 15.3# 8

C8 x 11.5# 6

B (IN)

WEB DOUBLER PLATE FLANGE PLATE

12 14

8.5

3.5