57318601_Addendum 1_08192022.pdf
PDF 625 KB Posted
- Solicitation number
- 36C24822R0158
About this file
This document package includes construction drawings and specifications for a renovation project at a Veterans Affairs medical center. The project involves renovating Wing 4B at the Malcom Randall VAMC located in Gainesville, Florida into a hemodialysis unit. Key project details include installing new ceiling systems, light fixtures, curtain tracks, and patient lift supports. The construction documents also specify material requirements for concrete slabs, fasteners, and other components. Offerors are to submit proposals in response to solicitation number 36C24822R0158 by August 29, 2022 at 3:30 PM Eastern Time for consideration for this project. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8 is listed as the contracting agency.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| S02 - Attachment 08 - Past Performance Questionnaire (3 pages).docx | DOCX document | |
| S02 - Attachment 05 - LOS Certification (1 page).docx | DOCX document | |
| RFIs responses 573-18-601 Renovate 4B for Hemodialysis.xlsx | XLSX spreadsheet | |
| 573-18-601 Renovate 4B for Hemodialysis Site Visit Attendance.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
14" MAX
10" MIN
14" MAX
10" MIN
CONCRETE SLAB MIN 3000 PSI Item # Part # Description Qty
000.00394 THREADED ROD 3/8-16 X 10' ZINC 13
000.00402 LOCKNUT STOVER 3/8-16 ZINC 14
000.00405 NUT 3/8-16 ZINC 45
000.00424 1
000.04430 FLAT WASHER M10 ZINC 5
200.11140 CEILING PLATE ø100MM 2
200.11170 BRACKET SHIM 12mm 1
LUS-304582 HILTI KBTZ 3/8 X 3 3/4 3
700.11100 TRACK BRACKET KWIKTRAK 1
LUS-P1068 UNISTRUT ANGLE 2
000.04435 TAB WASHER M10 1
LIFT CAPACITY= 600 LBS
LIFT TRACK BY
ARJO
FINISH
CEILING
21_
" MAX. DISTANCE
BETWEEN ANGLE
FITTING AND CEILING
EXISTING
CONCRETE SLAB
MIN 3 1/8"
BRACE
1-5/8 x 10' SLOTTED CHANNEL
EQUAL +2" OF
CENTERLINE
OF STRUT
000.00425 LOCKWASHER 3/8" 4
000.04875 FLAT WASHER M12 4
2 7 9 11 1715
BRACE
"NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING, HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM."
2 1/2" MIN.
EMBEDMENT TYP.
LUS-P1000T 20"
200.11160
200.11150
BRACKET SHIM 3mm
BRACKET SHIM 1.5mm
FINISH
CEILING
BRACE
EQUAL +2" OF
CENTERLINE
OF STRUT
LIFT TRACK BY
ARJO
LIFT CAPACITY= 1000 LBS
3/4" MAX. DISTANCE
BETWEEN ANGLE
FITTING AND CEILING12
Item # Part # Description Qty
000.00394 THREADED ROD 3/8-16 X 10' ZINC 23
000.00402 LOCKNUT STOVER 3/8-16 ZINC 24
000.00405 NUT 3/8-16 ZINC 65
000.04430 FLAT WASHER M10 ZINC 6
200.11140 CEILING PLATE ø100MM 4
700.11204 TRACK BRACKET SWL [1000 LBS] 1
LUS-P1068 UNISTRUT ANGLE 2
1 3
000.00425 LOCKWASHER 3/8" 4
000.04875 FLAT WASHER M12 4
2 2
"NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING, HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM."
2 1/2" MIN.
EMBEDMENT TYP.
1-5/8 x 10' SLOTTED CHANNEL
311__
HILTI KBTZ 3/8 X 3 3/4
LUS-P1000T 20"
LUS-304582
2 7 9 10 1614
BRACE
200.11170 BRACKET SHIM 12mm 2
12 200.11160
200.11150
BRACKET SHIM 3mm
BRACKET SHIM 1.5mm
(X2) UPPER AND LOWER
CONNECTION FOR LATERAL
(X2) UPPER AND LOWER
CONNECTION FOR LATERAL
STANDARD TRACK INSTALLATION
STANDARD TRACK INSTALLATIONCONCRETE SLAB MIN 3000 PSI
000.00375 BOLT 3/8" - 16 X 11/4 "
000.00357 BOLT 3/8" - 16 X 1 "
000.00426 2
000.00424
000.00426
LU
S-P
T 9 '7 " M
AX.
U N
IS
TR
U T P
2' -6
" M
AX.
LU
S-P
T 9 '7 " M
AX.
U N
IS
TR
U T P
2' -6
" M
AX.
CHANNEL NUT 3/8-16
CHANNEL NUT 3/8-16
SADDLE NUT 3/8"-16
SADDLE NUT 3/8"-16
EXISTING
CONCRETE SLAB
MIN 3 1/8"
60"(X2)LUS-P1000T 1-5/8 x 1- 5/8 12GA 10' SLOTTED
4(X2)LUS-P2486 CRADLE CLIP 15" O/C MAX SPACING
60"LUS-P1000T 1-5/8 x 1- 5/8 12GA 10' SLOTTED
4LUS-P2486 CRADLE CLIP 15" O/C MAX SPACING
FACE OF WALL OR
VERTICAL
CONSTRUCTION
CONTROL OR
EXPANSION
JOINT WITH
CAULK
BEAD AND JOINT
COMPOUNDTYPICAL 5/8" GYPSUM
BD.
TIE WIRE OR CLIPS
TIE WIRE OR PENCIL
RODS TO STRUCTURE
ABOVE
7/8" METAL FURRING
CHANNELS @ 16" O.C.
1-1/2" COLD ROLLED
CHANNEL @ 4'-0" O.C.
GYPSUM BOARD
CEILING
1/4" MUD-IN
REVEAL MOLDING.
PAINT TO MATCH
ADJACENT CEILING
5/8" GYPSUM BOARD ON 3
5/8" MTL. STUDS @ 16"
O.C.
SEE RCP
VARIES
2 1/2" MTL FRAMING
DIAGONALS 4' - 0" O.C. MAX
FASTEN TO STRUCTURE
ABOVE
SUSPENDED ACCOUSTICAL
CEILING
3-5/8" MTL. FRAMING 16"
O.C. TO STRUCTURE
ABOVE
S E
E R
C P
V A
R
IE
S
CONTINUOUS MUD-IN
CORNER BEAD - EACH
SIDE
S E
E R
C P
V A
R
IE
S
M
IN
MUD-IN CORNER
BEAD -TYP.
5/8" GYP. BD. ON
2 1/2" MTL. FRAMING
16" O.C.
LUMINAIRE.
REFER TO
SCHEDULE
ARCHITECTURAL
CEILING GRID
LUMINAIRE MANUFACTURER'S
EARTHQUAKE CLIP, (4) PER FIXTURE
AT CORNERS. ATTACH WITH SHEET
METAL SCREW
FIXTURE WHIP FROM
JUNCTION BOX
(6FT. LONG MAX.)
LUMINAIRE.
REFER TO
SCHEDULE
LUMINAIRE
SUSPENSION WIRES
(#10 MIN) ATTACHED
TO STRUCTURE
(TYP EA. CORNER)
3 TWIST MINIMUM (TYP)
ACOUSTICAL CEILING
TILE (TYP)
#12 GA. HANGER WIRE THROUGH INTEGRAL
GALVANIZED LIPPED STEEL MOUNTING
CHANNEL & ATTACHED TO STRUCTURE
INTEGRAL GALVANIZED LIPPED
STEEL MOUNTING CHANNEL
ARCHITECTURAL
CEILING GRID
CEILING HANGER WIRE
WIRE TIE THROUGH
MOUNTING CHANNEL
& CROSS BEAM, TYP.
ACOUSTICAL
CEILING
TILE (TYP.)
ARCHITECTURAL
CEILING GRID
ARCHITECTURAL
CEILING GRID
LOCKING SQUARE
WASHER & NUT
1/4" SCREW
JUNCTION BOX
INDEPENDENT CADY SUPPORT
CLIP @ EACH LIGHT FIXTURE
CONNECTION
UNDERSIDE OF ROOF
NO. 12 GA. VERTICAL
WIRE HANGER, TURN
CEILING GRID LEVEL
PRIOR TO SETTING
TUBE
SPLAYED BRACING WIRES
2'' WIDE CROSS TEE
2'' WIDE MAINS
5/8'' GYP BD
SLOT END OF TUBE
TO
FIT OVER CEILING
RUNNER
TUBE SPACERS AS
REQUIRED.
CURTAIN TRACK. BASIS
OF DESIGN: NELSON
1200CT
CEILING TILE. REFER
TO RELECTED
CEILING PLAN.
#8 X 2" TEK
SCREW AT 24"
ON CENTER.
CONTINUOS SUSPENDED
FURRING CHANNEL
GALVANIZED 12 GAUGE
STEEL HANGER WIRE
SUSPENDED FROM
STRUCTURE ABOVE.
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
08/25/2022
ARCHITECTURAL - CEILING
DETAILS
RENOVATION OF WING 4B FOR
HEMODIALYSIS UNIT
1601 SW. ARCHER RD.
GAINESVILLE, FL 32608
CZ CR
573-18-601
AE504
BID DOCUMENTS
3" = 1'-0"
CEILING DETAIL - GYPSUM BOARD @ WALL
12" = 1'-0"
CEILING DETAIL - GYPSUM BOARD@CONTROL JOINT
1 1/2" = 1'-0"
CEILING DETAIL - HEADER
1 1/2" = 1'-0"
CEILING DETAIL - SOFFIT
0 6" 9"3"
0 1/2" 1" 2"
0 1' 1 1/2'1/2'
0 1' 1 1/2'1/2'
1/8" = 1'-0"5
CEILING DETAIL - TYP. LUMINAIRE MOUNTING AT ACT CEILING
1/8" = 1'-0"6
TYP. EXIT SIGN MOUNTING AT ACT CEILING
0 4' 8' 16'
0 4' 8' 16'
1 1/2" = 1'-0"7
DETAIL - GYPSUM BOARD CEILING SUSPENSION
0 1' 1 1/2'1/2'
Revisions: Date:
30% SCHEMATIC DESIGN 07/17/2020
65% DESIGN DEVELOPMENT 04/22/2021
95% CONSTRUCTION DOCUMENTS 06/16/2021
BID DOCUMENTS 07/28/2021
ADDENDUM 1 08/25/2022
6" = 1'-0"8
CURTAIN TRACK MOUNTING DETAIL
0 1" 2" 3" 4"
1/4" = 1'-0"9
PATIENT LIFT SUPPORT DETAILS
| Sheets |
| AE504 - ARCHITECTURAL - CEILING DETAILS |
File details come from the government source that posted it. Updated .