Drawing_BLDG77_STRC_S-501_Amdt001.pdf
PDF 486 KB Posted
- Solicitation number
- 36C24921B0018
About this file
This document package includes construction drawings and details for the renovation of Building 77 at the Veterans Affairs Medical Center in Mountain Home, Tennessee, as well as the related federal contract opportunity solicitation. The drawings show proposed structural, mechanical, and architectural details for renovating the building to accommodate a new customer service area, including installation of new cold-formed metal framing to support mechanical equipment and infill concrete slabs. The related solicitation is for contract number 36C24921B0018, with a value between $500,000 and $1,000,000, to renovate Building 77 for customer service use. The soliciting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9. The response due date and award date are not provided.
View the file
Other files
Show all 24
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
A
A
DETAIL A-A
1/2" DIA. ADHESIVE ANCHORS
W. 3" EMBED IN HORIZ.
SHORT SLOTTED HOLES IN
STEEL ANGLE INTO EXIST.
CONCRETE ARCH
L8x4x7/16 CONT STEEL
ANGLE LEDGER
COLD FORMED
METAL JOIST
BOX BEAM
NOTE: LOCATE VERTICAL AND
HORIZONTAL
REINFORCEMENT IN EXIST.
CONCRETE BEAM USING NON-
DESTRUCTIVE TECHNIQUES.
ADJUST LOCATION OF
ANCHORS TO AVOID
REINFORCEMENT
3/8" STIFFENER PLATE
6" 6"
3/16
COLD FORMED METAL
JOIST BOX BEAM
SURFACE - SEE PLAN
ATTACHMENT TO STEEL ANGLE
COLD FORMED STEEL TRACK
A
A
DETAIL A-A
1/2" DIA. ADHESIVE ANCHORS
W. 3" EMBED IN HORIZ.
SHORT SLOTTED HOLES IN
STEEL ANGLE INTO EXIST.
CONCRETE ARCH
L8x4x7/16 CONT STEEL
ANGLE LEDGER
COLD FORMED
METAL JOISTS
1'-0" 1'-0"
NOTE: LOCATE VERTICAL AND
HORIZONTAL REINFORCEMENT IN
EXIST. CONCRETE BEAM USING NON-
DESTRUCTIVE TECHNIQUES. ADJUST
LOCATION OF ANCHORS TO AVOID
REINFORCEMENT
6" SPLICE AS REQUIRED
SURFACE - SEE PLAN
ATTACHMENT TO STEEL ANGLE
COLD FORMED STEEL TRACK
A
A
DETAIL A-A
3/8" DIA. ADHESIVE
ANCHORS W. 3 1/8" EMBED
IN STEEL ANGLE INTO
EXIST. BRICK VENEER
L6x4x5/16 CONT STEEL
ANGLE LEDGER
COLD FORMED
METAL JOISTS
1'-0" 1'-0"
6" SPLICE AS REQUIRED
ATTACHMENT TO
STEEL ANGLE
COLD FORMED
STEEL TRACK
A
A
DETAIL A-A
1/2" DIA. ADHESIVE ANCHORS W. 3" EMBED IN
HORIZ. LONG SLOTTED HOLES IN STEEL ANGLE
INTO EXIST. CONCRETE ARCH
L8x6x7/16 x 12" LONG SEAT (LLV)
UNISTRUT P1000, ATTACH
TO HSS W. #12 SELF
DRILLING SCREWS AT EACH
END AND @ 12" O.C. MAX IN
BETWEEN
NOTE:
1. LOCATE VERTICAL AND HORIZONTAL REINFORCEMENT
IN EXIST. CONCRETE BEAM USING NON-DESTRUCTIVE
TECHNIQUES. ADJUST LOCATION OF ANCHORS TO
AVOID REINFORCEMENT.
2. HORIZ SLOTTED HOLES PROVIDED IN VERTICAL LEG
OF SEAT TO ASSIST IN FIELD FIT UP
3/8" STIFFENER
PLATE
/2
3/16
5 1/2" 1/2"HSS8x4x1/4 BEAM B
B
SOUND BAFFLE, LIGHT BAFFLE, OR
PENDANT LIGHT - SEE PLANS AND
ARCHITECTURAL AND ELECTRICAL
DRAWINGS. SEE MANUFACTURER'S
INSTRUCTION FOR ATTACHMENT TO
UNISTRUT OR HSS BEAM
2 1/2" 7" 2 1/2"
6" 6"
(3/16)
3"
1/2x 5 1/2x 12 PLATE1/2” DIA. THROUGH BOLTS IN
HORIZ. SHORT SLOTTED HOLES,
SNUG-TIGHT
DETAIL B-B
SOUND BAFFLE
3/16 3@12
TYP.
3/16
TYP.
EXIST. BEAM,
SEE PLAN
EXIST. BEAM,
SEE PLAN
L6x4x1/4
L6x4x1/4
L x x /4
L x x /4
EXIST. W-
SECTION BEAM,
SEE PLAN
EXIST. W-
SECTION BEAM,
SEE PLAN
3/16
TYP.
A A
VIEW A-A
PLAN VIEW
NOTES:
1. COORDINATE SIZE AND LOCATION OF NEW STEEL FRAMING WITH EQUIPMENT CURB BY MECHANICAL
CONTRACTOR. CURB SHALL BE SUPPORTED ON ALL SIDES.
2. ANCHOR EQUIPMENT AND CURB TO NEW STEEL FRAMING OR CONCRETE SLAB AS REQUIRED FOR WIND
AND/OR SEISMIC FORCES. COORDINATE WITH EQUIPMENT/CURB MANUFACTURER.
3. NOTIFY CONTRACTING OFFICER IF EQUIPMENT SIZE AND/OR WEIGHT (INCLUDING CURB) EXCEEDS WEIGHT
NOTED ON PLANS.
4. ALL EXTERIOR STRUCTURAL STEEL TO BE HOT-DIPPED GALVANIZED w/MIN. G60 COATING.
5. FIELD VERIFY EXISTING CEMENTITIOUS FIREPROOFING AT THESE LOCATIONS. REMOVE FIREPROOFING AS
REQUIRED TO ALLOW NEW STEEL INSTALLATION. REPLACE REMOVED OR DAMAGED FIREPROOFING AT EXISTING MEMBERS AND APPLY NEW FIREPROOFING TO NEW STEEL MEMBERS. MATCH EXISTING.
COPE HORIZONTAL
LEG OF ANGLEMAX
1"
M A
X
/2
MECHANICAL UNIT
AND CURB
MECHANICAL UNIT
ATTACHMENT PER MFR'S
INSTRUCTIONS W. THROUGH
BOLT INTO ANGLE OR ADHESIVE
INTO CONCRETE
CONCRETE OR INSULATION
ON METAL DECK.
CONTRACTOR TO FIELD
VERIFY AND ADJUST
ATTACHMENT AS SPECIFIED
BY EQUIP MFR. TO WORK
WITH EITHER CONDITION
PROVIDE CONTROL JOINTS AT CORNERS
TO AVOID REENTRANT CORNERS
WIDTH
PANEL
L E
N G
T H
P A
N E
L
C J
C J
C J
C J
CJ
CJ
C J
CJ
CONTROL JOINTS SHALL BE DETERMINED BY THE CONTRACTOR USING THE FOLLOWING
GUIDELINES PROVIDED IN THIS DETAIL.
INDIVIDUAL SLAB PANELS ARE DEFINED AS SECTIONS OF SLAB BOUNDED BY CONTROL JOINTS
THAT FORM A SQUARE OR RECTANGLE.
MATCH EXISTING JOINT LAYOUT IN STUCTURED CONCRETE FLOOR SLAB BELOW. THEN LOCATE
CONTROL JOINTS SUCH THAT THE ASPECT RATIO OF EACH PANEL IS AS CLOSE TO 1:1
(WIDTH/LENGTH) AS POSSIBLE BUT NO GREATER THAN 1:1.5. PANELS SHALL NOT EXCEED 6'-0" IN
WIDTH OR LENGTH.
INFORMATION SHOWN WITHIN THIS DETAIL IS ONLY INTENDED TO PROVIDE A SCHEMATIC
CONTROL JOINTS LAYOUT TO ILLUSTRATE HOW JOINTS ARE TO BE LOCATED.
SEE DETAIL D3/S-501 FOR TYPICAL INFILL SLAB CONTROL JOINT.
CONTACT THE COR FOR FURTHER GUIDANCE OF CONTROL JOINT LOCATIONS IF NEEDED.
L E
N G
T H
P A
N E
L
WIDTH
PANEL
NOTES:
1.
2.
3.
4.
5.
6.
CJ
C J
6'-0" MAX. (TYP.)
SAW CUT JOINT 1/8" WIDE x
ONE-QUARTER SLAB
THICKNESS DEEP, FILL
JOINT WITH SEALANT. DO
NOT CUT REINFORCEMENT
EXISTING CONCRETE SLAB
NOTES:
1.
2.
SLAB SHALL BE SAWN AS SOON AS THE CONCRETE WILL SAFELY SUPPORT WORKERS AND EQUIPMENT.
FILL JOINT WITH SEALANT AFTER SLAB HAS CURED.
INFILL SLAB
F E
A T
H E
R E
D G
E M
IN
V A
R
IE
S
M
A X
ROUGHEN AND CLEAN EXISTING
SURFACE, APPLY BONDING AGENT
OR ADHESIVE
PROVIDE CONTROL JOINTS
PER F3/S-501 COLD FORMED
METAL JOISTS
BEARING ON
STUD WALL
EACH END
COLD FORMED
STEEL TRACK
STRONG BACK,
MIN. TWO PER
SPAN
COLD FORMED BOX
BEAM WITH STUD
PACK EACH END
WINDOW OR DOOR
COLD FORMED
STEEL KICKER
COLD FORMED STEEL
PARAPET/ SOFFIT
COLD FORMED
STEEL STUD WALL
ACT CEILING
COLD FORMED STEEL
KICKER ALTERNATE OR
ADDITIONAL LOCATION
COLD FORMED BOX
BEAM ALTERNATE OR
ADDITIONAL LOCATION
WITH STUD PACK EACH
END
FOR DEDUCTIVE ALTERNATE #2,
REMOVE BOX BEAM AND
REPLACE WITH METAL WALL
STUDS AND HEADERS OVER
DOOR OPENINGS.
EXISTING
ATRIUM WALL
GAP
1"
COLD FORMED METAL
JOISTS BEARING ON STUD
WALL EACH END
COLD FORMED
STEEL TRACK
COLD FORMED
STEEL KICKER
AS REQURED COLD FORMED
STEEL WALL
COLD FORMED
STEEL STUD WALL
ACT CEILING
SURFACE - SEE
PLAN
GAP
1"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Designed
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMP
321 4 5 6 7 8 9 10
Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592
POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740
Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592
VAMC MOUNTAIN HOME, TN
B
IM
/1
V
A C u s to m e r
S e rv ic e B
L D
G
/1
V
A B
L D
G S
T R
C v .r v t
/3
/2
:0 :0
P
M
S-501
SECTIONS AND DETAILS RENOVATE BUILDING 77 FOR
CUSTOMER SERVICE
621-20-103
JUNE 23, 2021 R NEW A BOOTH
BID DOCUMENTS
Revisions: Date:
Revision 1 2021/12/06
SCALE: N.T.S.B1
BEAM AND LEDGER AT CONCRETE
SCALE: N.T.S.D1
JOISTS AND LEDGER AT CONCRETE
SCALE: N.T.S.F1
JOISTS AND LEDGER AT BRICK
SCALE: N.T.S.B3
BAFFLE AND LIGHT SUPPORT BEAM AT CONCRETE BEAM
SCALE: N.T.S.B6
TYPICAL FRAME AT MECHANICAL UNIT SUPPORT
SCALE: N.T.S.F3
TYPICAL FRAME AT MECHANICAL UNIT SUPPORT
SCALE: N.T.S.D3
TOPPING SLAB
SCALE: N.T.S.D7
JOISTS AT EDGE OF OFFICES
SCALE: N.T.S.F7
JOISTS AT EDGE OF WAITING AREA
| Sheets |
| S-501 - SECTIONS AND DETAILS |
File details come from the government source that posted it. Updated .