S06 - A502 Details_20230705_.pdf
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- Attached to
- Z2DA--537-21-113 Remodel Blood Draw
- Solicitation number
- 36C25223B0021
About this file
This document contains architectural drawings and details for a blood draw remodel project at the Jesse Brown VA Medical Center in Chicago, Illinois. The drawings include sections, elevations and details for cabinetry, countertops, guardrails and equipment pads. The related federal contract opportunity is solicitation number 36C25223B0021 for project 537-21-113 to remodel the blood draw area. The solicitation is for architectural and engineering services to design the blood draw remodel and was issued by the Department of Veterans Affairs Veterans Health Administration VISN 12. The drawings and remodel project provide relevant context regarding the scope of products and services required by the agency under the contract opportunity.
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Text version
6"
7"
EQ
EQ
3 3 /4"
3'- 6"
A502
KABHFB
ARCHITECTURAL
DETAILS
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER:
B
A
C
D
E
F
1 2 3 4 5 6 87 9
D
C
B
A
97 8654321
Jesse Brown VA Medical Center
537-21-113
Office of
Facilities
Management
11B
March 17, 2023
CONSULTANTS:
820 S. DAMEN AVE.
CHICAGO, IL 60612
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
Remodel Blood Draw
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
E
F
ISSUED FOR BID
1" = 1'-0"
SECTION @ GYP. BD. SOFFIT
1-1/2" = 1'-0"
SECTION @ CABINETRY
1-1/2" = 1'-0"
SECTION @ CABINETRY
1-1/2" = 1'-0"
SECTION @ COUNTERTOP
N.T.S.
RTU ROOF CURB DETAIL
N.T.S.
GUARD RAIL DETAIL
1" = 1'-0"
SECTION @ GYP. BD. SOFFIT
N.T.S.
EQUIPMENT PAD EXTENSION
N.T.S.
TYP. EQUIPMENT PAD DETAIL
07-05-23PRE-BID RFI
ACCOMPANYING 36C25223B0021 0002
AutoCAD SHX Text A.C.T. 9'-0" A.F.F.
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5/8" TYPE 'X' GYP. BD. SOFFIT ON 3-5/8" METAL FRAMING.
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VARIES
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VARIES
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CABINETRY BELOW
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GWB SOFFIT 7'-0" A.F.F.
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PAINT (PA-X)
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PROVIDE REQ'D BLOCKING IN WALL.
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WIRE CABINET PULLS @ DOORS & DRAWERS, TYP.
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WOOD BLOCKING
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FINISH ALL EXPOSED INTERIOR FINISHES WITH STANDARD CABINET LINER PLAM.
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(1) ADJUSTABLE SHELF, STANDARD CABINET LINER PLAM OVER 3/4" PLYWOOD.
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PLAM-1 OVER 3/4" PLYWOOD. FINISH ALL EXPOSED EXTERIOR SURFACES.
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SHELF SUPPORT SOCKETS, 2" O.C.
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GYP. BD. SOFFIT ABOVE. REFER TO REFLECTED CEILING PLAN FOR FINISH.
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PROVIDE REQ'D BLOCKING IN WALL.
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ADJ. SHELF
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DRAWER
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ADJ. SHELF
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RESILIENT BASE AS SCHEDULED.
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WIRE CABINET PULLS @ DOORS & DRAWERS, TYP.
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PLAM-1 OVER 3/4" PLYWD. FINISH ALL EXPOSED EXTERIOR SURFACES.
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1/4" EASED EDGE, TOP & BOTTOM.
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WOOD BLOCKING.
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FINISH ALL EXPOSED INTERIOR FINISHES WITH STANDARD CABINET LINER PLAM.
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PROVIDE REQ'D BLOCKING IN WALL.
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FULL EXTENSION DRAWER GLIDES.
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(1) ADJUSTABLE SHELF, STANDARD CABINET LINER PLAM OVER 3/4" PLYWOOD.
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SHELF SUPPORT SOCKETS, 2" O.C.
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1/4" EASED EDGE @ BACK & SIDESPLASHES
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25"D 1/2" SS-1 SOLID SURFACE MATERIAL @ COUNTERTOP, BACK & SIDESPLASHES.
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PROVIDE REQ'D BLOCKING IN WALL.
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PROVIDE REQ'D BLOCKING IN WALL.
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RESILIENT BASE AS SCHEDULED.
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WIRE CABINET PULLS @ DOORS & DRAWERS, TYP.
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1/4" EASED EDGE, TOP & BOTTOM.
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WOOD BLOCKING.
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PROVIDE REQ'D BLOCKING IN WALL.
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1/4" EASED EDGE @ BACK & SIDESPLASHES
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25"D 1/2" SS-1 SOLID SURFACE MATERIAL @ COUNTERTOP, BACK & SIDESPLASHES.
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WIRE CABINET PULLS @ DOORS & DRAWERS, TYP.
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FINISH ALL EXPOSED INTERIOR FINISHES WITH STANDARD CABINET LINER PLAM.
AutoCAD SHX Text
(1) ADJUSTABLE SHELF, STANDARD CABINET LINER PLAM OVER 3/4" PLYWOOD.
AutoCAD SHX Text
PLAM-1 OVER 3/4" PLYWD. FINISH ALL EXPOSED EXTERIOR SURFACES.
AutoCAD SHX Text
SHELF SUPPORT SOCKETS, 2" O.C.
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GYP. BD. SOFFIT ABOVE. REFER TO REFLECTED CEILING PLAN FOR FINISH.
AutoCAD SHX Text
ADJ. SHELF
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PLAM-1 OVER 3/4" PLYWD. FINISH ALL EXPOSED EXTERIOR SURFACES.
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FINISH ALL EXPOSED INTERIOR FINISHES WITH STANDARD CABINET LINER PLAM.
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 2'-6"
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PROVIDE REQ'D BLOCKING IN WALL.
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24"D 1/2" SS-1 SOLID SURFACE MATERIAL @ COUNTERTOP.
AutoCAD SHX Text 2'-6"
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1/4" EASED EDGE, TOP & BOTTOM.
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METAL SUPPORT BRACKET
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UNDER CABINET LED FIXTURE
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WOOD BLOCKING
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UNDER CABINET LED FIXTURE
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PREFABRICATED
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TO LEVEL CURB
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WOOD SHIMS
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PROVIDE CONTINUOUS
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UNDER UNIT
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EXISTING INSULATION
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SPECIFICATIONS
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ROOF CURB
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EXISTING ROOF STRUCTURE
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DRIP EDGE BY H.C.
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EXISTING ROOF INSULATION
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EXISTING ROOF BALLAST
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ROOF MEMBRANE BY G.C.
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CONNECTION BY MECHANICAL
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AND PROVIDE FLEXIBLE
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DUCT PENETRATIONS
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CAULK AND SEAL AROUND
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COUNTER FLASH WITH
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RTU MOUNTING FLANGE
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RTU/MAU
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%%UNOTE:
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HEIGHT PER
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18" MIN.
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CONTRACTOR
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SHALL REMAIN CONTINUOUS
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1 1/2" O.D. STEEL PIPE HANDRAIL - SEE FINISH SCHEDULE FOR PAINT
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1 1/2" O.D. STEEL PIPE INTERMEDIATE RAIL SEE FINISH SCHEDULE FOR PAINT
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1 1/2" O.D. STEEL PIPE RAIL POST @ 5'-0" O.C. - SEE FINISH SCHEDULE FOR PAINT
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MIN. 3/4" RADIUS ROUNDED CORNERS TYP.
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1 1/2" O.D. STEEL PIPE RAIL, ARTICULATE BOTTOM RAILING @ EACH BALUSTER
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ADHERE PIPE SEAL AROUND PERIMETER OF VENT PIPE W/ ROOF MFR. REQUIRED ADHESIVE
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STAINLESS STEEL CLAMPING RING
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PREMOLDED PIPE SEAL TO FIT PIPE DIAMETER
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ADHERE PIPE SEAL BASE TO ROOF MEMBRANE W/ SPLICING CEMENT
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SEAL EDGE W/ LAP EDGE SEALANT
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1 1/2" O.D. STEEL GUARDRAIL
AutoCAD SHX Text C3x3.5 STL. CHANNEL 24"L @ POST - PERPENDICULAR TO RAILING - ANCHOR TO SLAB
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2" O.D. STEEL PIPE SLEEVE - WELD TO CHANNEL
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CONCRETE PAD W/ 3/4" CHAMFER @ ALL OUTSIDE CORNERS.
AutoCAD SHX Text EXTEND EDGE OF PAD 6" MIN. BEYOND EQUIPMENT FRAME (TYP. ALL SIDES, UNLESS OTHERWISE NOTED)
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EXISTING SLAB
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2" CLEAR ALL AROUND
AutoCAD SHX Text WWF6x6-W4xW4
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CONCRETE PAD MUST BE LEVEL AT TOP SURFACE
AutoCAD SHX Text ANCHOR NEW HOUSEKEEPING PAD TO EXISTING CONCRETE FLOOR WITH HPA ANCHORS & 3/8" SEISMIC ANCHOR STUDS, SPACED 12" O.C. AT PERIMETER OF PAD. ANCHORS SHALL BE EMBEDDED 2" IN EXISTING CONCRETE FLOOR.
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BONDING AGENT
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EQUIPMENT
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DRILL REBAR INTO EXISTING PAD, EPOXY IN PLACE.
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EPOXY IN PLACE
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CONCRETE PAD W/ 3/4" CHAMFER @ ALL OUTSIDE CORNERS.
AutoCAD SHX Text EXTEND EDGE OF PAD 6" MIN. BEYOND EQUIPMENT FRAME (TYP. ALL SIDES, UNLESS OTHERWISE NOTED)
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EXISTING SLAB
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2" CLEAR ALL AROUND
AutoCAD SHX Text WWF6x6-W4xW4
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CONCRETE PAD MUST BE LEVEL AT TOP SURFACE
AutoCAD SHX Text ANCHOR NEW HOUSEKEEPING PAD TO EXISTING CONCRETE FLOOR WITH HPA ANCHORS & 3/8" SEISMIC ANCHOR STUDS, SPACED 12" O.C. AT PERIMETER OF PAD. ANCHORS SHALL BE EMBEDDED 2" IN EXISTING CONCRETE FLOOR.
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EPOXY IN PLACE.
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BONDING AGENT
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EQUIPMENT
AutoCAD SHX Text A.C.T. 9'-0" A.F.F.
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5/8" TYPE 'X' GYP. BD. SOFFIT ON 3-5/8" METAL FRAMING.
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VARIES
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VARIES
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GWB SOFFIT 7'-0" A.F.F.
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PAINT (PA-X)
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text 6"
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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AutoCAD SHX Text one quarter inch = one foot
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VA FORM 08-6231, OCT 1978
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| Sheets and Views |
| A502 |
| 30X42 |
| 24X36 |
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