Attachment 13 - AE501 - DETAILS.pdf
PDF 1 MB Posted
- Solicitation number
- 36C24923R0046
About this file
This document includes an attachment and solicitation related to a construction project for the Department of Veterans Affairs. The attachment provides construction drawings detailing the scope of work to replace flooring and doors in the Emergency Department at the Troy Bowling Campus of the Lexington VA Medical Center in Lexington, Kentucky. The solicitation seeks bids from contractors to demolish existing doors and flooring, furnish all labor, materials and equipment, and install new doors and flooring according to the drawings and specifications. Key work includes preparing the site, replacing damaged and deteriorating flooring that has holes and cracks throughout to avoid injury, and replacing doors. The justification is to upgrade the Emergency Department.
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Text version
1/4" PER FOOT SLOPE FROM DOOR
TO EDGE OF TUB
3' - 0" 5' - 8"
SLOPE TO EXISTING
DRAIN
FLOOR LEVELER
EXISTING CONCRETE SLAB
COLLAPSIBLE WATER RETAINER SHOWER DAM
THRESHOLD
SLOPES EXAGGERATED FOR
DETAIL REFERENCE
EXISTING DRAIN
FLOOR FINISH PER
FINISH PLAN
AE501
EXISTING CASEWORK
BASE PER ROOM FINISH
SCHEDULE ON CASEWORK
BASE PER ROOM FINISH
SCHEDULE ON WALLS AND
END PANEL
NEW STAINLESS STEEL
END CAP
LINE OF SKIRT ABOVE
END PANEL OF
COUNTER
PROVIDE NEW STAINLESS STEEL END CAP AND GLUE AND SCREW AT 12" O.C.
(ALTERNATE 6" EACH SIDE) TO END OF EXISTING VERTICAL END PANEL FROM
TOP OF BASE TO UNDERSIDE OF COUNTER. PANEL THICKNESS 1 1/2" +/-. VERIFY
SIZE IN FIELD.
TRIM TO BE STAINLESS STEEL, NUMBER 4 FINISH.
EXISTING CONCRETEREMOVE EXISTING PATCH,
ROUGHEN PERIMETER,
APPLY BONDING AGENT
AND FILL WITH
NEW CONCRETE
FINISH FLOOR
NEW FLOORING SEE
PLANS
NOTE: CONTRACTOR TO PROVIDE FIVE (5) ADDITIONAL LOCATIONS IN ADDITION TO LOCATIONS
SHOWN ON FLOOR PLANS TO BE FIELD LOCATED DURING CONSTRUCTION.
CONTRACTOR MAY SUBMIT AN ALTERNATE PRODUCT WITH REPAIR FROM ABOVE
FOR APPROVAL. MUST PROVIDE ANCHORAGE TO EXISTING CONCRETE TO PREVENT CORE MOVEMENT
1/4" STEEL PLATE EXTEND 4" MIN
BEYOND EDGE OF HOLE
ON ALL SIDES
1/2" EPOXY ANCHORS,
2-3/4" EMBEDMENT,
MIN OF 3 BOLTS EACH SIDE.TYP.
2 1/2"
ALLOW CONCRETE TO CURE PER
FLOORING MANUFACTURER'S
REQUIREMENTS PRIOR TO
INSTALLATION OF FLOOR FINISH.
USE ADDITIVES IN CONCRETE TO
REDUCE CURING TIME.
1/4" STEEL PLATE EXTEND 4" MIN
BEYOND EDGE OF HOLE
ON ALL SIDES
1/2" EPOXY ANCHORS,
2-3/4" EMBEDMENT,
MIN OF 3 BOLTS EACH SIDE.
VARIES - 10" MAX
TYP.
2 1/2"
V A
R
IE
S
VARIES
REMOVE EXISTING PATCH,
ROUGHEN PERIMETER,
APPLY BONDING AGENT
AND FILL WITH
NEW CONCRETE
A SIM.
EQ EQ
TYP.
1 1/2"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
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
12/31/2023
C U s e rs
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E L e x in g to n
R e p la c e
E D
F lo o ri n g
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A
M
AE501
DETAILS
Owner
3/17/2023 PH PH/TD
REPLACE FLOORING & EXAM ROOM
DOORS IN ED SUITE
596A4-19-108
LEXINGTON, KY
CONSTRUCTION
DOCUMENTS B-1A
TROY BOWLING
CAMPUS
EMERGENCY
ROOM
1" = 1'-0"
SHOWER FLOOR DETAIL
1/2" = 1'-0"
CASEWORK ELEVATION
6" = 1'-0"
CASEWORK ENDCAP DETAIL
3" = 1'-0"
CONCRETE FILL - SECTION A
EXISTING CASEWORK END PANEL PHOTO
G E N E R A L N O T E S
A. ALL CONCRETE WORK SHALL CONFORM TO THE MOST RECENT EDITION OF ACI301 & ACI318-05 CODE
REQUIREMENTS AND DETAILING STANDARDS.
B. ALL READY MIXED CONCRETE SHALL CONFORM TO ASTM C94.
C. ALL CONCRETE SHALL DEVELOP THE COMPRESSIVE STRENGTHS AT 28 DAYS (F'C) = 4000 PSI UNLESS
NOTED OTHERWISE.
D. PROCEDURES FOR PLACEMENT OF CONCRETE SHALL BE IN STRICT CONFORMANCE WITH ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE".
3" = 1'-0"
CONCRETE FILL - TYP. PENETRATION
No. Revisions: Date:
1 ADDENDUM 01 03/17/2023
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