ESBD_473244_1764781770084_Attachment B - Drawings - 809-26-0002 REJ Balcony Handrail Refurbishment.pdf

ATTACHMENT B - DRAWINGS

Drawings

Title Sheet No. Rev. Date

Cover Sheet .............................................................................. 000 2025-03-31

Existing Conditions Plans/ Sections .......................................... A001 2025-03-31

Existing Conditions Plans/ Elevations ....................................... A002 2025-03-31

New Design Plans/ Sections ..................................................... A101 2025-03-31

New Design Plans/ Sections ..................................................... A102 2025-03-31

New Design Elevations/ Details ................................................ A201 2025-03-31

Details ....................................................................................... A501 2025-03-31

DateMark Description

DATE

PROJECT NO.

CAD DWG FILE

DRAWN BY

SHEET TITLE

CHECKED BY

SHEET

ISSUE

SCALE: NOTED ON DRAWINGS

© COPYRIGHT ALLANA BUICK & BERS, INC. 2025

For:

Texas State Preservation Board, Austin, TX

24-9057.01

AGE

BTF

Robert E Johnson Building 1501 Congress Ave, Austin, TX 78701

BALCONY RAILINGS

REMEDIAL DESIGN

835 West 6th Street Suite 1410 Austin, TX 78703 512.474.0400 abbae.com

31/03/2025

03/31/25

This document contains an electronically-applied seal, authorized by Brett T. Fagan, P.E. #90932 on Mar. 31, 2025

COVER SHEET

A00

24-9057.01-TSPB REJ.dwg

TSPB REJ Bldg Balcony Railings 1501 Congress Ave, Austin, TX, 78701 Remedial Design

A000 COVER SHEET, ABBREVIATIONS, GENERAL NOTES, INDEX, LOCATION AND VICINITY MAP

A001 EXISTING CONDITIONS: OVERALL PLAN AND SECTION

A002 EXISTING CONDITIONS: PLANS AND ELEVATIONS

A101 NEW DESIGN: OVERALL PLAN AND SECTION

A102 NEW DESIGN: PLAN SECTIONS

A201 NEW DESIGN: ELEVATIONS AND DETAILS

A501 TYPICAL DETAILS

SYMBOLS LEGEND LOCATION MAPVICINITY MAP

GENERAL NOTES DRAWING INDEXABBREVIATIONS

A. THESE DRAWINGS HAVE BEEN MADE FROM BUILDING RECORD DRAWINGS. BIDDER SHALL VISIT THE SITE AND PROJECT TO FIELD VERIFY EXISTING CONDITIONS AFFECTING HIS WORK PRIOR TO BIDDING. ANY EXISTING CONDITION FOUND NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY, PRIOR TO BIDDING OR START OF ANY

WORK.

B. NOTES, SECTIONS, AND DETAILS DESCRIBING THE TYPE OF COMPONENT OR NECESSARY WORK TO THAT COMPONENT ARE TYPICAL FOR ALL SIMILAR ITEMS, AND THE NOTE, SECTION, OR DETAIL SHALL APPLY AS IF CALLED OUT SEPARATELY AT EACH LOCATION. THE DETAILS REFLECT A DESIGN OF THE SPECIFIC CONDITION(S) DETAILED. IF, DURING THE PROGRESS OF THE WORK, EXISTING CONDITIONS DIFFER FROM THOSE INDICATED ON THE DRAWINGS TO THE EXTENT THAT THE CONTRACTOR MUST MAKE MODIFICATIONS TO THE GIVEN DETAILS TO MAKE THE DETAIL COMPATIBLE WITH THE EXISTING CONDITIONS, THE CONTRACTOR SHALL OBTAIN A REVISED DETAIL FROM THE

ENGINEER PRIOR TO THAT DETAIL BEING CONSTRUCTED.

C. CONFLICTS AND/OR DEFFERING CONDITIONS SHALL BE REPORTED PRIOR TO BIDDING FOR RESOLUTION. FAILURE TO REPORT THESE CONFLICTS PLACES THE RESPONSIBILITY ON THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS, AT THE ENGINEER'S DIRECTION, AT NO ADDITIONAL COST TO THE OWNER.

D. ALL NOTES DESCRIBING COMPONENTS, SYSTEMS, OR CONSTRUCTION NOT NOTED AS "EX." OR "EXISTING" ARE NEW, AND ARE REQUIRED

TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

E. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL FOR ALL SPECIALTY CONNECTIONS, TRANSITIONS, AND TERMINATIONS OF ALL ITEMS OF THE WORK. INCLUDING SADDLES, FLASHINGS, AND OTHER INDUSTRY RECOGNIZED ITEMS THAT MAKE THE WORK COMPLETE.

F. THERE ARE SPECIFICATIONS BOUND SEPARATELY FROM THE CONSTRUCTION DRAWINGS THAT ARE A PART OF THE CONTRACT. THE SPECIFICATIONS AND DRAWINGS ARE COMPLIMENTARY TO ONE ANOTHER AND ARE BOTH REQUIRED TO FULLY DESCRIBE THE CONTRACTOR'S RESPONSIBILITIES UNDER THE CONTRACT. THE DRAWINGS TYPICALLY INDICATE SIZE, FORM, QUANTITY, RELATIONSHIP, AND GENERIC TYPE; THE SPECIFICATIONS TYPICALLY DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, MATERIALS, AND WORKMANSHIP. WHAT IS CALLED FOR BY EITHER ONE SHALL BE AS BINDING AS IF CALLED FOR BY ALL.

DESCRIPTION

DETAIL NO.

(IF ANY)SYMBOL

MISCELLANEOUS

DETAIL NUMBER

SHEET NUMBER

SECTION CUT

SHEET KEYED NOTE

DETAIL NUMBER

SHEET NUMBER

DETAIL CALL OUT

TYP.

TYP.TYP.

TYP.

COURTESY OF GOOGLE MAPS

PROJECT

COURTESY OF GOOGLE MAPS

EXIST. EXISTING

T.O.F. TOP OF FLOOR

T.C.T. TOP OF CONCRETE TRIM

TOF 000

TCT 19' - 3/8"

TCT 21' - 3/8"

A

8" 5'-0" 5'-0"

EXIST. ARCHITECTURAL

CONCRETE COPING

LIMIT OF

BUILDING

/4

A01

83 4"

A

D C

5'-0" FIELD MEASURE

LIMIT OF

BUILDING

EXIST. ARCHITECTURAL

CONCRETE TRIM

PRECAST ARCHITECTURAL

CONCRETE COPING

A02

20 1/4"

A

A

B

A1 F

G I

H

C

D

A1

D

(4) Ø1/8", 1" LONG

(2) Ø1/8", 1" LONG

8 3/4"

A02

A02

A02

TOF 000

TCT 19' - 3/8"

TCT 21' - 3/8"

1 2"

E

A02

91 2"

EXIST. STEEL POST 2-2 1/2" x 1-1/2" x 1/8"

EXIST. ARM SUPPORT. 1/2" FLAT BAR

EXIST. METAL RAILING. 3/4" SOLID SQUARE TUBE

EXIST. METAL BRACKET

BOLTS

EXIST TOP SUPPORT. 1/2" FLAT BAR

EXIST. Ø 1-5/8" HAND RAIL WITH SUPPORT PLATE.

EXIST. TOP RAIL

EXIST 1/4" PLATE (3"x 3")

ALL THREAD ROD Ø 3/8"

NEW STEEL ARM 1-1/2" x 2-2 1/2". POWDER COATED

A

A1

B

C

D

E

F

G

H

I

NOTES

DateMark Description

DATE

PROJECT NO.

CAD DWG FILE

DRAWN BY

SHEET TITLE

CHECKED BY

SHEET

ISSUE

SCALE: NOTED ON DRAWINGS

© COPYRIGHT ALLANA BUICK & BERS, INC. 2025

For:

Texas State Preservation Board, Austin, TX

24-9057.01

AGE

BTF

Robert E Johnson Building 1501 Congress Ave, Austin, TX 78701

BALCONY RAILINGS

REMEDIAL DESIGN

835 West 6th Street Suite 1410 Austin, TX 78703 512.474.0400 abbae.com

31/03/2025

03/31/25

This document contains an electronically-applied seal, authorized by Brett T. Fagan, P.E. #90932 on Mar. 31, 2025

EXISTING

CONDITIONS

OVERALL PLAN AND

SECTION

A01

24-9057.01-TSPB REJ.dwg

A01

RAILING AT NORTHEAST BALCONY PLAN AT SIXTH FLOOR

SCALE: 1"=1'-0"

A01

HANDRAIL SECTION

SCALE: 3"=1'-0"

23 MODULES OF 5'-0" = 115'

NOTE:

1. MEASUREMENTS OF EXISTING ELEMENTS SHOULD NOT BE

TAKEN FROM THIS DRAWING AS THEY MIGHT BE INACCURATE.

CONTRACTOR MUST TAKE MEASUREMENTS ON SITE.

AutoCAD SHX Text

NORTH

A

B

C D

E

A1

A

C D

E

F

F

G

A1

EXIST. STEEL POST 2-2 1/2" x 1-1/2" x 1/8"

EXIST. ARM SUPPORT. 1/2" FLAT BAR

EXIST. METAL RAILING. 3/4" SOLID SQUARE TUBE

EXIST. METAL BRACKET

BOLTS

EXIST TOP SUPPORT. 1/2" FLAT BAR

EXIST. Ø 1-5/8" HAND RAIL WITH SUPPORT PLATE.

EXIST. TOP RAIL

ALL THREAD ROD Ø 3/8"

EXIST 1/4" PLATE (3"x 3")

A

A1

B

C

D

E

F

G

H

I

NOTES

CE

G

H

I

60"

A

B

A1

F

G

(4) Ø1/8", 1" LONG

F

TCT 21' - 3/8"

I

H

A02

A02

A02

C

TCT 21' - 3/8"

F I

H

D E

D E

A

C

B

60"

G

A02

A02

A02

DateMark Description

DATE

PROJECT NO.

CAD DWG FILE

DRAWN BY

SHEET TITLE

CHECKED BY

SHEET

ISSUE

SCALE: NOTED ON DRAWINGS

© COPYRIGHT ALLANA BUICK & BERS, INC. 2025

For:

Texas State Preservation Board, Austin, TX

24-9057.01

AGE

BTF

Robert E Johnson Building 1501 Congress Ave, Austin, TX 78701

BALCONY RAILINGS

REMEDIAL DESIGN

835 West 6th Street Suite 1410 Austin, TX 78703 512.474.0400 abbae.com

31/03/2025

03/31/25

This document contains an electronically-applied seal, authorized by Brett T. Fagan, P.E. #90932 on Mar. 31, 2025

EXISTING

CONDITIONS

PLANS / ELEVATIONS

A02

24-9057.01-TSPB REJ.dwg

A02

HANDRAIL PLAN VIEW

SCALE: 1'=1'-0"

A02

HANDRAIL PLAN VIEW

SCALE: 1'=1'-0"

A02

HANDRAIL PLAN VIEW

SCALE: 1'=1'-0"

A02

HANDRAIL. INTERIOR ELEVATION

SCALE: 3"=1'-0"

A02

HANDRAIL. EXTERIOR ELEVATION

SCALE: 3"=1'-0"

NOTE:

1. MEASUREMENTS OF EXISTING ELEMENTS SHOULD NOT BE

TAKEN FROM THIS DRAWING AS THEY MIGHT BE INACCURATE.

CONTRACTOR MUST TAKE MEASUREMENTS ON SITE.

agalicia Line

TOF 000

TCT 19' - 3/8"

TCT 21' - 3/8"

A

8" 5'-0" 5'-0"

EXIST. ARCHITECTURAL

CONCRETE TRIM

LIMIT OF

BUILDING

/4

A101

83 4"

D B

5'-0" ADJUSTMENT

LIMIT OF

BUILDING

EXIST. ARCHITECTURAL

CONCRETE TRIM

EXISTING PRECAST

ARCHITECTURAL

CONCRETE COPING

20 1/4" A

D

8 3/4"

A102

TOF 000

TCT 19' - 3/8"

TCT 21' - 3/8"

F

G I

H

(2) A1

(4) Ø1/8", 1" LONG

(2) Ø1/8", 1" LONG

B

(1)A1 J

(2) A1

K

L

A102

A102

L1

A201

A201

N

M

D

E

E

EXIST. STEEL POST 2-2 1/2" x 1-1/2" x 1/8"

EXIST. ARM SUPPORT. 1/2" FLAT BAR

EXIST. METAL RAILING. 3/4" SOLID SQUARE TUBE

EXIST. METAL BRACKET

BOLTS

EXIST TOP SUPPORT. 1/2" FLAT BAR

EXIST. Ø 1-5/8" HAND RAIL WITH SUPPORT PLATE.

EXIST. TOP RAIL

EXIST 1/4" PLATE (3"x 3")

ALL THREAD ROD Ø 3/8"

NEW STEEL ARM 1-1/2" x 2-2 1/2". POWDER COATED

NEW SUPPORT. 1/2" THICK x 1.5". FLAT BAR

1/4" PLATE

1/4" EXPANSION ANCHOR

NEW SQUARE TUBE WELDED TO FLAT BAR.

NEW METAL RAILING. 3/4" SOLID SQUARE TUBE.

POWDER COATED ASTM A572, GRADE 50

A

A1

B

C

D

E

F

G

H

I

J

K

L

L1

M

N

316 STAINLESS STEEL

ASTM A500 GRADE C

316 STAINLESS STEEL

NOTES

DateMark Description

DATE

PROJECT NO.

CAD DWG FILE

DRAWN BY

SHEET TITLE

CHECKED BY

SHEET

ISSUE

SCALE: NOTED ON DRAWINGS

© COPYRIGHT ALLANA BUICK & BERS, INC. 2025

For:

Texas State Preservation Board, Austin, TX

24-9057.01

AGE

BTF

Robert E Johnson Building 1501 Congress Ave, Austin, TX 78701

BALCONY RAILINGS

REMEDIAL DESIGN

835 West 6th Street Suite 1410 Austin, TX 78703 512.474.0400 abbae.com

31/03/2025

03/31/25

This document contains an electronically-applied seal, authorized by Brett T. Fagan, P.E. #90932 on Mar. 31, 2025

NEW DESIGN

OVERALL PLAN AND

SECTION

A101

24-9057.01-TSPB REJ.dwg

A101

FLOOR PLAN. RAILING AT NORTHEAST BALCONY. SIXTH FLOOR

SCALE: 1"=1'-0"

A101

HANDRAIL SECTION

SCALE: 3"=1'-0"

23 MODULES OF 5'-0" = 115'

AutoCAD SHX Text

NORTH

EXIST. STEEL POST 2-2 1/2" x 1-1/2" x 1/8"

EXIST. ARM SUPPORT. 1/2" FLAT BAR

EXIST. METAL RAILING. 3/4" SOLID SQUARE TUBE

EXIST. METAL BRACKET

BOLTS

EXIST TOP SUPPORT. 1/2" FLAT BAR

EXIST. Ø 1-5/8" HAND RAIL WITH SUPPORT PLATE.

EXIST. TOP RAIL

EXIST 1/4" PLATE (3"x 3")

ALL THREAD ROD Ø 3/8"

NEW STEEL ARM 1-1/2" x 2-2 1/2". POWDER COATED

NEW SUPPORT. 1/2" THICK x 1.5". FLAT BAR

1/4" PLATE

1/4" EXPANSION ANCHOR

NEW SQUARE TUBE WELDED TO FLAT BAR.

NEW METAL RAILING. 3/4" SOLID SQUARE TUBE.

POWDER COATED ASTM A572, GRADE 50

A

A1

B

C

D

E

F

G

H

I

J

K

L

L1

M

N

316 STAINLESS STEEL

ASTM A500 GRADE C

316 STAINLESS STEEL

NOTES

B

D

JJ

K

A1

A1

N

M

A

83 4"

EXISTING ARCHITECTURAL

CONCRETE COPING

D

JJ

F

(2)A1

N

M

A

83 4"

G

E

D

F

A

83 4"

G

H

I

C

E

DateMark Description

DATE

PROJECT NO.

CAD DWG FILE

DRAWN BY

SHEET TITLE

CHECKED BY

SHEET

ISSUE

SCALE: NOTED ON DRAWINGS

© COPYRIGHT ALLANA BUICK & BERS, INC. 2025

For:

Texas State Preservation Board, Austin, TX

24-9057.01

AGE

BTF

Robert E Johnson Building 1501 Congress Ave, Austin, TX 78701

BALCONY RAILINGS

REMEDIAL DESIGN

835 West 6th Street Suite 1410 Austin, TX 78703 512.474.0400 abbae.com

31/03/2025

03/31/25

This document contains an electronically-applied seal, authorized by Brett T. Fagan, P.E. #90932 on Mar. 31, 2025

NEW DESIGN

PLAN SECTION

A102

24-9057.01-TSPB REJ.dwg

A102

HANDRAIL PLAN VIEW

SCALE: 1"=1'-0"

A102

HANDRAIL PLAN VIEW

SCALE: 1"=1'-0"

A102

HANDRAIL PLAN VIEW

SCALE: 1"=1'-0"

EXIST. STEEL POST 2-2 1/2" x 1-1/2" x 1/8"

EXIST. ARM SUPPORT. 1/2" FLAT BAR

EXIST. METAL RAILING. 3/4" SOLID SQUARE TUBE

EXIST. METAL BRACKET

BOLTS

EXIST TOP SUPPORT. 1/2" FLAT BAR

EXIST. Ø 1-5/8" HAND RAIL WITH SUPPORT PLATE.

EXIST. TOP RAIL

EXIST 1/4" PLATE (3"x 3")

ALL THREAD ROD Ø 3/8"

NEW STEEL ARM 1-1/2" x 2-2 1/2". POWDER COATED

NEW SUPPORT. 1/2" THICK x 1.5". FLAT BAR

1/4" PLATE

1/4" EXPANSION ANCHOR

NEW SQUARE TUBE WELDED TO FLAT BAR.

NEW METAL RAILING. 3/4" SOLID SQUARE TUBE.

POWDER COATED ASTM A572, GRADE 50

A

A1

B

C

D

E

F

G

H

I

J

K

L

L1

M

N

316 STAINLESS STEEL

ASTM A500 GRADE C

316 STAINLESS STEEL

NOTES

TCT 21' - 3/8"

60"

A104

A104

A104

TCT 19 - 3/8"

L

L1

(2) A1 K

J

N

G

(4) Ø1/8", 1" LONG

F I H

(2) A1

1 2"

1 2"

4" MAX

TCT 21' - 3/8"

60" new

A104

A104

A104

TCT 19 - 3/8"

F I

H

J

(2) A1

D E

M E

N

A1

1 2"

1 2"

4"

4"

11 4" 31 2"

2" 3"

HSS 2-2 1/2" x 1-1/2" x 1/8"

SIDEVIEW FRONT VIEW

Ø7/16" - TYP.

SIDEVIEWFRONT VIEW

1/4" THICK STAINLESS

STEEL PLATE W/ DRILLED HOLES.

PLATE SIZE CAN BE INCREASED TO

ADD EDGE DISTANCE FROM BOLT

HOLES. DO NOT MOVE BOLTS CLOSER

TOGETHER.

4" Ø EXPANSION

ANCHOR

6"

3"

1/2" FLAT BAR

WELDED TO PLATE

1 2"

71 4"

31 2"

METAL BRACKET. MATCH

EXISTING BRACKETS.

21 2"

4" 3

4"

SLOTTED HOLE TO

ALLOW FOR COPING

MOVEMENT

DateMark Description

DATE

PROJECT NO.

CAD DWG FILE

DRAWN BY

SHEET TITLE

CHECKED BY

SHEET

ISSUE

SCALE: NOTED ON DRAWINGS

© COPYRIGHT ALLANA BUICK & BERS, INC. 2025

For:

Texas State Preservation Board, Austin, TX

24-9057.01

AGE

BTF

Robert E Johnson Building 1501 Congress Ave, Austin, TX 78701

BALCONY RAILINGS

REMEDIAL DESIGN

835 West 6th Street Suite 1410 Austin, TX 78703 512.474.0400 abbae.com

31/03/2025

03/31/25

This document contains an electronically-applied seal, authorized by Brett T. Fagan, P.E. #90932 on Mar. 31, 2025

NEW DESIGN

ELEVATIONS/

DETAILS

A201

24-9057.01-TSPB REJ.dwg

A201

HANDRAIL. INTERIOR ELEVATION

SCALE: 3"=1'-0"

A201

HANDRAIL. EXTERIOR ELEVATION

SCALE: 3"=1'-0"

A201

NEW STEEL ARM (J)

SCALE: 6"=1'-0"

A201

NEW PLATE (L)

SCALE: 6"=1'-0"

DateMark Description

DATE

PROJECT NO.

CAD DWG FILE

DRAWN BY

SHEET TITLE

CHECKED BY

SHEET

ISSUE

SCALE: NOTED ON DRAWINGS

© COPYRIGHT ALLANA BUICK & BERS, INC. 2025

For:

Texas State Preservation Board, Austin, TX

24-9057.01

AGE

BTF

Robert E Johnson Building 1501 Congress Ave, Austin, TX 78701

BALCONY RAILINGS

REMEDIAL DESIGN

835 West 6th Street Suite 1410 Austin, TX 78703 512.474.0400 abbae.com

31/03/2025

03/31/25

This document contains an electronically-applied seal, authorized by Brett T. Fagan, P.E. #90932 on Mar. 31, 2025

DETAILS

A501

24-9057.01-TSPB REJ.dwg

A501

TYPICAL JOINT

NOT TO SCALE

REPLACE SEALANT

AT CONCRETE COPING. REPAIR

JOINT SUBSTRATE AS PART OF

SURFACE PREPARATION.

A501

SEALANT JOINTS AT CONCRETE COPING

SCALE: N/A

BACKER ROD AND

SEALANT

GRIND CONCRETE TO

CREATE A 5/8-INCH

MINIMUM JOINT

APPLY PRIMER TO

JOINT SUBSTRATE

A501

ROUT AND SEAL CRACKED COPING

NOT TO SCALE

A501

SEALANT JOINTS BELOW CONCRETE COPING

SCALE: N/A

REPLACE OR INSTALL SEALANT

JOINT BELOW COPING

ROUT AND SEAL

CRACKED CONCRETE

COPING