S02- Attach 8 2021-06-25 VA Bay Pines Resolve SOC Final Structural.pdf

PDF 4 MB Posted Mar 21, 2023

Attached to: 516-19-111 Bid Build Resolve Statement of Conditions Deficiencies located at C. W. Bill Young VA Medical Center located at 10000 Bay Pines Blvd, Bay Pines, FL 33744.
Solicitation number: 36C24823R0091
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8

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Written by GovTribe AI · Dec 27, 2023

This document includes structural engineering plans and notes for resolving statement of conditions deficiencies at the C.W. Bill Young VA Medical Center in Bay Pines, Florida. The plans show partial interstitial framing for air handling units 34, 36, and 40, including tube-to-tube connections and tube beam details. Notes specify field verifying existing conditions, coordinating with plumbing and architectural drawings, and locating reinforcing bar and hollow structural steel members.

The related federal contract opportunity is a solicitation for construction services for project 516-19-111 to resolve the statement of conditions deficiencies. The opportunity is for a magnitude between $500,000 and $1,000,000, has a NAICS code of 236220 with a small business size standard of $39.5M, and is 100% set aside for Service-Disabled Veteran-Owned Small Businesses. The point of contact is Joseph Wingfield of the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8. Apparent successful offerors must be verified and visible in the VetBiz system by the VA Center for Verification and Evaluation prior to award.

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Other files

File	Type	Posted
36C24823R0091 0001.pdf	PDF	Apr 20, 2023
S02- Attach 6 WD_FL20230139_heavy.pdf	PDF	Mar 21, 2023
S02 - Attach 3 Limitations of Subcontracting.pdf	PDF	Mar 21, 2023
S02 - Attach 4 Price Matrix.xlsx	XLSX spreadsheet	Mar 21, 2023
S02- Attach 7 ARCH - VA Bay Pines Resolve Statement of Work 06-29.pdf	PDF	Mar 21, 2023
S02- Attach 10 3_TMM1922-Combined Mechanical.pdf	PDF	Mar 21, 2023
36C24823R0091.pdf	PDF	Mar 21, 2023
S02 - Attach 1 Experience Information Sheet.docx	DOCX document	Mar 21, 2023
S02 - Attach 5 - EMR (1 Page).docx	DOCX document	Mar 21, 2023
S02 - Attach 2 Past Performance Form.pdf	PDF	Mar 21, 2023
S02- Attach 9 Combined Final Specs.pdf	PDF	Mar 21, 2023
S02- Attach 11 Resolve Statement of Condition Deficiences addl drawings combined.pdf	PDF	Mar 21, 2023

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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

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

B100

STRUCTURAL NOTES RESOLVE STATEMENT OF

CONDITIONS DEFICIENCIES

BAY PINES VAHCS, FLORIDA

S001

516-19-111

DCASLW6/25/2021

FINAL SUBMITTAL

1/S101

2/S101

3/S101

PLAN

NORTH

TRUE

NORTH

J.6

J.4

R E

1/ 2"

R E

E- W6X8.5

A H

REF

33' - 6"

H S

S 4X

2X 1/

S H

H S

S 4X

2X 1/

S H

HSS4X2X1/4 (LSH)

H S

S 4X

2X 1/

S H

HSS4X2X1/4 (LSH)

1' - 11 1/2"14' - 3 1/2"

6 3/4"

2" 5'

1/ 4"

S101

TYP.

G G.2F.8

REF

16' - 2"

REF

16' - 2"

R E

AHU 34

W 6X

HSS4X2X1/4 (LSH)

H S

S 4X

2X 1/

S H

HSS4X2X1/4 (LSH)

4" 4'

6' - 10" 9' - 4 3/4"

H S

S 4X

2X 1/

S H

S101

TYP.

S101

TYP.

H J

26.3

REF

50' - 0"

R E

A H

U -4

W 6X

HSS4X2X1/4 (LSH)

6' - 11 3/4"

S101

H S

S 4X

2X 1/

S H

TYP.

S101

TYP.

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHOP

DRAWINGS SUBMISSION.

2. DO NOT DAMAGE EXISTING JOISTS, BEAMS, SLAB REINFORCING

DURING FLOOR PENETRATION INSTALLATION. LOCATE

EXISTING REBAR THROUGH NON-DESTRUCTIVE METHODS

PRIOR TO FABRICATION.

3. COORDINATE NEW PLUMBING PENETRATION LOCATIONS WITH

PLUMBING DRAWINGS

4. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY

5. LOCATE ALL HSS MEMBERS AT CENTER OF NEW LIGHT GAUGE

WALLS. COORDINATE DIMENSIONS WITH ARCHITECTURAL

DRAWINGS.

3/16

L3x3x1/4x2" LG.

EA. SIDE OF TUBE

BEAM, SEE PLAN

3/16

HSS4x2x1/4 LSH

SEE PLAN

1/4" CAP PLATE

3/16

EXIST. W6

3/16

EXIST.

GYPSUM DECK

WALL

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

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

B100

PARTIAL INTERSTITIAL

FRAMING PLANS

RESOLVE STATEMENT OF

CONDITIONS DEFICIENCIES

BAY PINES VAHCS, FLORIDA

S101

516-19-111

DCASLW6/25/2021

FINAL SUBMITTAL

KEY PLAN

3/16" = 1'-0"S101

3 AHU 36 2ND INTERSTITIAL FRAMING PLAN

3/16" = 1'-0"S101

2 AHU 34 FIRST FLOOR INTERSTITIAL FRAMING PLAN

3/16" = 1'-0"S101

1 AHU 40 4TH FLOOR INTERSTITIAL FRAMING PLAN

Scale: 3/16"=1'-0"

4' 8' 16'2'

Scale: 3/16"=1'-0"

4' 8' 16'2'

Scale: 3/16"=1'-0"

4' 8' 16'2'

FLOOR FRAMING PLAN NOTES

1 1/2" = 1'-0"S101

4 TYP. TUBE TO TUBE CONNECTION

1 1/2" = 1'-0"S101

5 AHU SUPPORT CONECTION DETAIL

Sheets

S001 - STRUCTURAL NOTES

S101 - PARTIAL INTERSTITIAL FRAMING PLANS

File details come from the government source that posted it. Updated Mar 21, 2023.