3 BDoc Structural Draw.pdf

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Z2NE-- FY22: NRM PLUS UP; (PROJ: 546-19-102) BB Upgrade Water Mains Building 1
Solicitation number
36C24822R0026
Issued by

About this file

This document package includes structural drawings and notes for a federal construction project along with the corresponding federal contract opportunity notice. The structural drawings depict existing conditions and proposed modifications to floor framing and railings for Building 1 at the Miami VA Healthcare System. The federal opportunity seeks fixed-price construction services to replace and upgrade the water mains servicing Building 1, including analyzing needs for isolation valve replacement. The project aims to address water mains from 1967 in poor condition, including transite piping requiring special handling and disposal. Proposals are due by January 6, 2022. The Department of Veterans Affairs Network Contracting Office 8 will award a contract to provide complete project construction services for upgrades to the water main system under project number 546-19-102.

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Text version

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

STRUCTURAL NOTES UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

S001

546-19-102

07-08-2020

BID DOCUMENTS

DCASLW

8.9

J.9J K

10.2

R E

F

REF

23' - 0"

REF

1' - 10"

R E

F

2'

R E

F

0"

S101

EXIST. CONCRETE JOISTS

E X

IS

T

. C O

N C

. B E

A M

E X

IS

T

. C O

N C

. B E

A M

E X

IS

T

. C O

N C

. B E

A M

EXIST. GRATING

EXIST. CONC. COLUMN

EXIST. CONC. COLUMN

EXIST. MECH SHAFT

EXIS

T. E

LE

VATO

R S

HAFT

EXIS

T. E

LE

VATO

R S

HAFT

EXIST. STAIRWELL

EXIST. CONC.

COLUMN

EXIST. CONC.

COLUMN

EXIST. CONC. BEAM

EXIST. CONC. BEAM

EXIST. CONC. BEAM

EXIST. CONC. BEAM

EXIST. CONC. BEAM

S101

S101

DEMO EXISTING RAILING AS REQUIRED TO

INSTALL NEW RAILING. DO NOT DAMAGE

EXISTING PLATFORM STRUCTURE TO

REMAIN. CONNECT EXISTING RAILING TO

NEW RAILING AS REQUIRED. FIELD VERIFY

ALL CONDITIONS AS THEY VARY FROM

FLOOR TO FLOOR.

PLAN

NORTH

TRUE

NORTH

KEY PLAN

N.T.S.

MICU AMB

TOWER

PROJECT

AREAB

A

C

D

8.99

HSS2 1/2x2 1/2x1/4

GRATING SEE PLAN

EXIST CONCRETE

BEAM

FIELD VERIFY

2'-2" MAX 1'-8" MIN

HSS2 1/2x2 1/2x1/4 TYP.

L2x2x1/4

1/4" TOE PLATE TYP

1/8" CAP PLATE

1/ 2"

1/4

CPJ

TYP

1/8" CAP PLATE

3/16

TYP

HSS2 1/2x2 1/2x1/4 TYP.

E Q

E Q

BEAM

INDICATES EXISTING CONCRETE JOIST /

BEAM

DENOTES W19-4 (1x1/8) STEEL GRATING

DECK SPAN DIRECTION

INDICATES LONG LEG VERTICALLLV

3'

E Q

E Q

1/2"x9"x0'-9" PLATE

1/2"Øx3 5/8" EMBED HILTI

KWIK BOLT TZ TYP.

3/16

TYP

EXIST CONCRETE

BEAM

HSS2 1/2x2 1/2x1/4 TYP.

6" 6"

1/

2"

1/4"x4" TOE PLATE

FIELD VERIFY

2'-8" MAX 2' -4" MIN

3/16

TYP

1/4

CJP

TYP

3/16

TYP

1 1/2"

6"

1 1/2"

3'

E Q

E Q

FIELD VERIFY

2'-8" MAX 2' -4" MIN

1/2"x9"x1'-3" PLATE

3/16

TYP

(3/16)

TYP

1/2"Øx3 5/8" EMBED HILTI

KWIK BOLT TZ TYP.

EXIST CONCRETE

BEAM

HSS2 1/2x2 1/2x1/4

1/4"x4" TOE PLATE L2x2x1/4 LLV

1/

2"

1/

2"

6" 6"

1/

2"

1 1/2"

6"

1 1/2"

3/16

TYP

1/4

CJP

TYP

3/16

TYP

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMISSION OF SHOP

DRAWINGS FOR REVIEW.

2. REF DENOTES FOR REFERENCE ONLY. CONTRACTOR FIELD VERIFY

3. DENOTES SPAN DIRECTION OF W19-4 (1x18) GALVANIZED STEEL

GRATING.

4. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION

5. DO NOT DAMAGE EXISTING REINFORCING DURING INSTALLATION OF NEW

WORK. CONTRACTOR SHALL LOCATE EXISTING REINFORCING THROUGH

NON-DESTRUCTIVE MEANS PRIOR TO SUBMISSION OF SHOP DRAWINGS

FOR REVIEW.

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

FLOOR FRAMING PLAN UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

S101

546-19-102

07-08-2020

BID DOCUMENTS

DCASLW

1/4" = 1'-0"S101

1 ENLARGED FLOOR FRAMING PLAN FLOORS 6-10

Scale: 1/4"=1'-0"

1' 4' 8' 12'

1" = 1'-0"S101

2 SECTION

FLOOR FRAMING LEGEND

1" = 1'-0"S101

3 ELEVATION AT HSS RAILING

1" = 1'-0"S101

4 ELEVATION AT HSS RAILING

FLOOR FRAMING NOTES

Sheets
S001 - STRUCTURAL NOTES
S101 - FLOOR FRAMING PLAN

File details come from the government source that posted it. Updated .