About this file

This document package includes building elevation plans and specifications for a roof repair project. The plans depict the existing conditions and proposed work for Building B106 at the Bay Pines VA Healthcare System campus in Florida. The project involves repairing the roof of the five-story building as depicted in the elevation drawings, which show the roof level and penthouse additions. The solicitation is issued by the Department of Veterans Affairs for combined synopsis and solicitation of offers to perform repair work outlined in the construction documents. The solicitation number is 36C24822R0116 and opportunity type is listed as a solicitation. The project name is FY22: NRM-Tier 2 PROJ: 516-22-118 BB - Repair Roof B106. No other details are provided regarding response dates, award dates, pricing terms, or set asides in this document package.

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Other files

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S06_36C24822R0116 0003.pdf PDF
P09_ IGE B106 Roof- Rev 2.doc DOC document
as-203.pdf PDF
Q and A Question_response 6_09_2022 (1).xlsx XLSX spreadsheet
as-702.pdf PDF
077100 roof specialties.pdf PDF
as-701.pdf PDF
264100 lightning protection.pdf PDF
077200 roof accessories.pdf PDF
ep-113.pdf PDF
072213 roof and deck insulation.pdf PDF
075423 tpo.pdf PDF
36C24822R0116 0002.pdf PDF
076000 flashing and sheet metal.pdf PDF
as-723.pdf PDF
Attachment 10 Contract Progress Schedule.pdf PDF
Amend_ 36C24822R0116 0001.pdf PDF
36C24822R0116.docx DOCX document
Attachment 3 - LOS Certification Solicitation Version.doc DOC document
AS-851.pdf PDF
AS-100.pdf PDF
attachment 9 - q_a rfis.xlsx XLSX spreadsheet
AS-502 02.pdf PDF
AS-501.pdf PDF
AS-703.pdf PDF
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Attachment 4 - Price Matrix.xlsx XLSX spreadsheet
Attachment 8 (Exhibit B) Past and Present Performance Questionnaire.docx DOCX document
AS-203-FLO.pdf PDF
Attachment 6 -(Exhibit C) EMR.docx DOCX document
Site Location.pptx PPTX presentation
Attachment 7- (Exhibit A) Performance Relevancy Survey v2.docx DOCX document
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Text version

FIRST FLOOR

0' - 0"

FIRST

INTERSTITIAL

10' - 9"

SECOND FLOOR

23' - 0"

10 11 12 13 14 15

SECOND

INTERSTITIAL

33' - 3"

ROOF

42' - 6"

PENTHOUSE ROOF

60' - 5 1/2"

A

AS-702

B

AS-701

A

AS-701

C

AS-701

B

AS-702

PREFINISHED METAL

COPING (TYP)

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

ALUMINUM COMPOSITE

PANEL, DEDUCT

ALTERNATE

EXPANSION JOINT, EXTERIOR

EXPANSION JOINT COVER

FIRE DEPARTMENT CONNECTION,

REFER TO PLUMB DWGS COORDINATE

WITH PRECAST PANELS

OVERFLOW ROOF DRAIN

NOZZLE/SPILL

ALUMINUM STOREFRONT

WINDOW SYSTEM, TYP

SPANDREL

GLASS, TYP

APPROX FINISH GRADEOVERFLOW ROOF

DRAIN NOZZLE/SPILL

ARCHITECTURAL PRECAST

PANEL EXTENDS BELOW

GRADE

ARCH PRECAST PANELS

LIGHT BLAST FINISH, TYP

BACKER ROD & SEALANT

AT CONNECTION WITH

EXISTING BUILDING

7'

- 7

3'

- 1 1"

4'

- 9

1/ 2"

4'

- 4

4'

- 9

4'

- 0

4'

- 3

5'

- 0

4'

- 0

3' - 2 1/2" 31' - 11"3' - 3"19' - 4 1/2"10' - 4"

10' - 1 1/2" 22' - 10 1/2" 10' - 8" 22' - 4" 33' - 0" 33' - 0" 2' - 1 1/2"36' - 5 1/2"

METAL COPING REGLET

AT EXISTING BUILDING

EMERGENCY EXIT LIGHTING, COORDINATE

LOCATION AND JUNCTION BOX LOCATION WITH

ELEC DWGS AND PRECAST CONCRETE PANELS

ARCH PRECAST

REVEAL, TYP PJ

PJ

PJ PJ PJ PJ

PJPJPJPJPJ

11.3 12.3

B

AS-551

21W 20W 19W 18W

14W15W16W17W

EXISTING BUILDING

0"

4'

- 8

5'

- 0

1/

2"

FIRST FLOOR

0' - 0"

FIRST

INTERSTITIAL

10' - 9"

SECOND FLOOR

23' - 0"

12131415 12.8

SECOND

INTERSTITIAL

33' - 3"

ROOF

42' - 6"

B

AS-701

A

AS-701

B

AS-702

5 1 /2"

8 1 /2"

4"

7' - 0" 5' - 6"

4' - 3"

FACE OF EXISTING

STAIR TOWER

ARCH PRECAST CONCRETE PANEL,

LIGHT BLAST FINISH (TYP)

ARCH PRECAST CONCRETE PANEL,

HEAVY BLAST FINISH (TYP)

PREFINISHED METAL COPING (TYP)

PREFINISHED METAL

COPING (TYP)

PJ (TYP)

ARCH PRECAST CONCRETE

COLUMN ENCLOSURE, LIGHT

BLAST FINISH

ALUMINUM

COMPOSITE PANEL

JOINT (TYP)

TYP

5' - 2 1/2"

ALUMINUM

COMPOSITE

PANELS

PJ (TYP)

PJ (TYP)

ARCH PRECAST CONCRETE COLUMN

ENCLOSURE, LIGHT BLAST FINISH

ARCH PRECAST CONCRETE COLUMN

ENCLOSURE, LIGHT BLAST FINISH

APPROX FINISH GRADE

PJ

OVERFLOW ROOF

DRAIN NOZZLE/SPILL

ALUMINUM CURTAIN

WALL/ENTRANCE SYSTEM

AUTOMATIC DOOR PUSH

BUTTON AND POST

33' - 0" 33' - 0" 8' - 8" 24' - 4"

1' - 5 1/2"34' - 5 1/2"33' - 0"24' - 9"

9'

- 0

9'

- 4 1/

2"

4"

4'

- 0

4'

- 3

6 1 /2"

2'

- 9

12.3

TOP OF PARAPET

55' - 6"

EQ EQ

B

AS-561

3W 4W

2W1W

L1

5W 6W 7W

ALUMINUM COMPOSITE

PANEL DEDUCT ALTERNATE

ALUMINUM COMPOSITE

PANEL DEDUCT ALTERNATE

PJ (TYP)

ROOF

42' - 6"

PENTHOUSE ROOF

60' - 5 1/2"

A

AS-701

11.312.3

1' - 6 1/2" 10' - 8" 22' - 10 1/2"

1' - 9"

3' - 0"3' - 0"

6'

- 9

2"

REVEAL

PJ

CONCRETE CURB,

REFER TO

STRUCTURAL DWGS.

PREFINISHED MTL. COPING

12 12.8

ROOF

42' - 6"

PENTHOUSE ROOF

60' - 5 1/2"

A

AS-701

11.3 12.3

0"

3' - 0" 3' - 0"

REVEAL

PJ

CONCRETE CURB,

REFER TO

STRUCTURAL DWGS.

PREFINISHED MTL. COPING

1' - 9" 22' - 10 1/2" 10' - 8" 1' - 6 1/2"

6'

- 9

2"

9' - 2"

FIRST FLOOR

0' - 0"

FIRST

INTERSTITIAL

10' - 9"

SECOND FLOOR

23' - 0"

SECOND

INTERSTITIAL

33' - 3"

ROOF

42' - 6"

FACE OF EXISTING

BUILDING

PREFINISHED METAL

COPING, TYP

METAL COPING REGLET

EXPANSION JOINT AND

EXTERIOR EXPANSION JOINT

COVER, TYP BOTH EAST AND

WEST ELEVATIONS

PJ, TYP

1'

- 9

1/ 2"

7'

- 7

4'

- 4

3'

- 1

1" 2'

- 9

6'

- 6

1/ 2"

5'

- 0

10' - 2" 11' - 2 1/2"

ARCH PRECAST PANEL

LIGHT BLAST FINISH, TYP

EXTERIOR LIGHTING, COORDINATE

LOCATION AND JUNCTION BOX

LOCATION WITH ELEC DWGS AND

PRECAST CONCRETE PANELS

EMERGENCY EXIT LIGHTING,

COORDINATE W/ ELEC. DWGS.

AND PRECAST CONCRETE

PANELS

2" FIRE SUPPRESSION SYSTEM

DRAIN. COORDINATED WITH

PRECAST CONCRETE PANELS

11.3

PR, TYP

PJ, TYP

31' - 6"

22' - 7 1/2"

PRECAST CONCRETE LIGHT BLAST FINISH

PRECAST CONCRETE HEAVY BLAST FINISH

HELLMUTH, OBATA & KASSABAUM, INC.

ARCHITECTURE, ENGINEERING, PLANNING,

INTERIORS, GRAPHICS, CONSULTING

Drawing Number:

Drawing Title: Project Number

DrawnChecked:

CONSULTANTS Project Title

Building Number

All reproduction & intellectual property rights reserved © 2008

Revisions

Client Location

Contract No:

One Tampa City Center, Suite 1800, Tampa, FL, 33602 Voice:

Fax:

Internet:

| 813 | 229 - 0300 | 813 | 223 - 7116 http://www.hok.com

Date

ARCHITECT/ ENGINEERS:

FL. Reg. AAC001139

Approved: Division Chief

Date

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

D e p ar tm en t of V e t er an s

A ff ai rs

CONSTRUCTION DOCUMENTS CD 3

FULLY SPRINKLERED

BAY PINES HEALT

HCARE SYSTE

M

Approved: Service Director

05.29010.09 / 05.29010.13

Bay Pines FL 33744

BUILDING ELEVATIONS

AS-502

KC -07/07/2009

516-326 / 516-334VA Bay Pines Healthcare System - Eye Treatment Center &

Ambulatory Surgery Center

1/8" = 1'-0"A EAST ELEVATION

EXISITNG BUILDING 100

A

1/8" = 1'-0"C PARTIAL WEST ELEVATION

1/8" = 1'-0"E WEST PENTHOUSE ELEVATION

1/8" = 1'-0"D EAST PENTHOUSE ELEVATION

1/8" = 1'-0"B PARTIAL WEST ELEVATION

C

B

MTL. PANEL SCREEN WALL SYSTEM

1 ADDENDUM #3 2009.08.28

1 1

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