AS-501.pdf
PDF 178 KB Posted
- Solicitation number
- 36C24822R0116
About this file
This document package includes construction drawings and specifications for repair work on the roof of Building B106 at the Bay Pines VA Healthcare System in Florida. The drawings depict existing building elevations and details for the roof repair project, which is identified as Project 516-22-118 BB - Repair Roof B106. The related federal contract opportunity is a solicitation issued by the Department of Veterans Affairs for this roof repair work, with responses due on August 28, 2022. The solicitation is designated as number 36C24822R0116 and will result in an award to perform the roof repairs depicted in the construction documents.
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Text version
FIRST FLOOR
0' - 0"
FIRST
INTERSTITIAL
10' - 9"
SECOND FLOOR
23' - 0"
ABCDE
SECOND
INTERSTITIAL
33' - 3"
ROOF
42' - 6"
PENTHOUSE ROOF
60' - 5 1/2"
PREFINISHED METAL COPING (TYP)
ARCH PRECAST CONCRETE
PANEL, HEAVY BLAST FINISH
HOLLOW METAL DOOR AND
FRAME
EMERGENCY EXIT LIGHTING COORDINATE W/
ELEC DWGS AND PRECAST CONCRETE
PANELS
PJPJPJ
9' - 6 1/2" 7' - 7 1/2" 7' - 7 1/2"
PJ
PJ
ALUMINUM COMPOSITE PANEL,
DEDUCT ALTERNATE
ALUMINUM COMPOSITE PANEL,
DEDUCT ALTERNATE
ALUMINUM COMPOSITE PANEL,
DEDUCT ALTERNATE
ARCH PRECAST PANEL BELOW GRADE
ALUMINUM STOREFRONT WINDOW SYSTEM
ARCH PRECAST
CONCRETE PANEL,
LIGHT BLAST FINISH
4'
- 0
5'
- 0
4'
- 9
4'
- 0
4'
- 8
6"
4"
0 1
/2"
0"
9' - 7 1/2" 7' - 7 1/2" 7' - 7 1/2" 6' - 3 1/2"
6' - 9"25' - 0"11' - 0"14' - 0"8' - 5"16' - 7"14' - 10"10' - 2"2' - 1"
B.5D.6 C.3
A
AS-703
13W 12W 11W
8W9W10W
PJ
4'
- 3
FIRST FLOOR
0' - 0"
FIRST
INTERSTITIAL
10' - 9"
SECOND FLOOR
23' - 0"
A B
SECOND
INTERSTITIAL
33' - 3"
ROOF
42' - 6"
ARCH. PRECAST CONCRETE
PANEL, LIGHT BLAST
ARCH. PRECAST CONCRETE
COLUMN ENCLOSURE, LIGHT
BLAST
APPROX.
FINISHED
GRADE
9'
- 0
9'
- 5
ALUMINUM COMPOSITE PANEL,
DEDUCT ALTERNATE
2'
- 9
PJ, TYP
PREFINISHED METAL
COPING (TYP)
6 1/2" 4' - 8 1/2" 22' - 10"
TOP OF PARAPET
55' - 6"
B
AS-723
A
AS-723
AL
IG
N
L1
26W26W26W
ENTRY CANOPY
BEYOND
5'
- 0
4'
- 9
4'
- 0
4'
- 3
7'
- 8
9'
- 0
" PJ
PJ
FIRST FLOOR
0' - 0"
FIRST
INTERSTITIAL
10' - 9"
SECOND FLOOR
23' - 0"
B D E
SECOND
INTERSTITIAL
33' - 3"
ROOF
42' - 6"
PENTHOUSE ROOF
60' - 5 1/2"
PREFINISHED METAL
COPING (TYP)
SEE DETAIL G/AS-501 FOR
INFORMATION BEYOND
4'
- 9
4'
- 0
4'
- 3
4'
- 8
5'
- 0
4'
- 0
3' - 1 1/2"24' - 0"19' - 0 1/2"
PJ
PJ PJ
ALUMINUM COMPOSITE
PANEL, DEDUCT
ALTERNATE
ALUMINUM COMPOSITE
PANEL, DEDUCT
ALTERNATE A-4
B.5 D.6C.3 A
AS-703
25W 24W
23W 22W
D
ROOF
42' - 6"
METAL PANEL
SYSTEM ON STEEL
FRAMING
D.6 C.3
A
AS-703
1'
- 6
0"
14' - 10" 16' - 7" 7 1/2"
CD
ROOF
42' - 6"
PENTHOUSE ROOF
60' - 5 1/2"
PREFINISHED METAL
COPING, TYP
ARCH CONCRETE
PRECAST PANELS,
LIGHT BLAST FINISH
B.5D.6 C.3
A
AS-703
PRECAST
REVEAL
PJ
4" 6'
- 9
1' - 9" 2' - 9 1/2"12' - 11 1/2"8' - 5"16' - 7"13' - 9 1/2"2' - 9 1/2"
CONCRETE ROOF
CURB, REFER TO
STRUCTURAL DWGS.
1'
- 6
PJ
1' - 9"
FIRST FLOOR
0' - 0"
FIRST
INTERSTITIAL
10' - 9"
SECOND FLOOR
23' - 0"
A B
SECOND
INTERSTITIAL
33' - 3"
ROOF
42' - 6"
0' - 8"
6' - 1" 25' - 0"
4"
ARCH CONC PRECAST
PANEL, HEAVY BLAST
FINISH
5' - 7 1/2" 7' - 7 1/2" 7' - 7 1/2" 9' - 7 1/2"
TOP OF PARAPET
55' - 6"
1'
- 6
"7'
- 2
1' - 8"
6' - 4"
PREFINISHED
MTL. COPING,
TYP.
PJ
2'
- 9
5'
- 0
0"
PJ
PJ
PJ
THRU WALL
SCUPPER BOX
AND DOWNSPOUT,
PROVIDE SPLASH
BLOCK AT
DISCHARGE
RAISED DOOR SILL
C D
ROOF
42' - 6"
PENTHOUSE ROOF
60' - 5 1/2"
PREFINISHED
METAL COPING, TYP
ARCH CONCRETE
PRECAST PANELS,
LIGHT BLAST FINISH
B.5 D.6C.3
A
AS-703
7' - 6"
4'
- 3
C
AS-561
L2
CURB
PRECAST
REVEAL
PRECAST
JOINT
PJ
6'
- 9
4"
3' - 0" 13' - 7"16' - 7"8' - 5"12' - 9 1/2"
3' - 0"
1' - 9" 1' - 9"
FIRST FLOOR
0' - 0"
FIRST
INTERSTITIAL
10' - 9"
SECOND FLOOR
23' - 0"
SECOND
INTERSTITIAL
33' - 3"
ROOF
42' - 6"
ARCH CONC PRECAST
PANEL, HEAVY BLAST
FINISH
PREFINISHED
MTL. COPING,
TYP.
PJ
8' - 3" 4' - 3"
0"
3"
0"
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-501
KC -07/07/2009
516-326 / 516-334VA Bay Pines Healthcare System - Eye Treatment Center &
Ambulatory Surgery Center
1/8" = 1'-0"C NORTH ELEVATION
EXISITNG BUILDING 100
C
E
1/8" = 1'-0"E PARTIAL SOUTH ELEVATION
1/8" = 1'-0"D PARTIAL SOUTH ELEVATION
1/8" = 1'-0"A NORTH CHILLER YARD ELEVATION
1/8" = 1'-0"F NORTH PENTHOUSE ELEVATION
1/8" = 1'-0"H SOUTH STAIR 12 ELEVATION
1/8" = 1'-0"G SOUTH PENTHOUSE ELEVATION
1/8" = 1'-0"B EAST STAIR 12 ELEVATION
D
ROOF LADDER AND
PROTECTIVE CAGE
1 ADDENDUM #3 2009.08.28
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