AC101 - PRE-BID RFI RESPONSE.pdf
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- Attached to
- Z1DA--Site Prep for D758 & D759 506-CSI-133
- Solicitation number
- 36C25026B0022
About this file
This is an architectural drawing set for a federal healthcare construction project. The document is titled "Site Prep for Nuclear Medicine Rooms D758 & D759" and is part of bid documents for the Veterans Affairs Healthcare Services facility in Ann Arbor, Michigan (VAAHHS). The project is located at 2215 Fuller Road, Ann Arbor, MI 48105, with the drawing dated January 2, 2026. The project number is 506-CSI-133, and the Office of Facilities Management is responsible for oversight. The consultants are listed as PCG (Project Consultant Group), located at 11549 Clara Barton Drive, Fairfax, Virginia 22039.
The drawing package includes multiple detailed plans and specifications for the seventh floor renovation work. Key components shown include a reflected ceiling plan for new work at 1/4" = 1'-0" scale, a partial seventh floor plan at 3" = 1'-0" scale, an injector mounting plate detail and support, and a lap ceiling laser light mounting detail. The project is noted as "100% BID DOCUMENTS" and is fully sprinklered. The drawings contain extensive general notes and keyed notes addressing construction specifications, material requirements, installation procedures, and coordination requirements for the nuclear medicine room preparation. The drawing set provides the technical specifications and architectural details necessary for contractors to bid on and execute the site preparation work for these specialized medical facilities.
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AC101
KABHFB
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
VAAAHS Ann Arbor, MI
506-CSI-133 Office of Facilities
Management
January 2, 2026
CONSULTANTS:
2215 FULLER ROAD
ANN ARBOR, MI 48105
HEALTHCARE SERVICES
VETERANS AFFAIRS
FULLY SPRINKLERED
SITE PREP FOR NUCLEAR
MEDICINE ROOMS D758 & D759
11549 Clara Barton Dr Fairfax, Virginia 22039
E
F
100% BID DOCUMENTS
KEY PLAN
NORTH
PROJECT
LOCATION
1 East
ARCHITECTURAL
SEVENTH FLOOR REFLECTED
CEILING PLAN - NEW WORK
2 1/4" = 1'-0"
PARTIAL SEVENTH FLOOR PLAN1 1/4" = 1'-0"
PARTIAL SEVENTH FLOOR PLAN
NORTH NORTH
3 1-1/2" = 1'-0"
INJECTOR MOUNTING PLATE SUPPORT 4 3" = 1'-0"
INJECTOR MOUNTING PLATE DETAIL 5 NO SCALE
LAP CEILING LASER LIGHT MOUNTING DETAIL
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PATIENT
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UPTAKE
AutoCAD SHX Text D756
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MECH.
AutoCAD SHX Text D756A
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UNISEX
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CHANGING
AutoCAD SHX Text D761
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CORRIDOR
AutoCAD SHX Text C7-19
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CORRIDOR
AutoCAD SHX Text C7-22
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IMAGING
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ROOM
AutoCAD SHX Text D762
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TOILET
AutoCAD SHX Text D746
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BREAK
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ROOM
AutoCAD SHX Text D742
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SUPPLY
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ROOM
AutoCAD SHX Text D740
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DOSE
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ADMINISTRATION
AutoCAD SHX Text D738
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RADIOACTIVE
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WASTE STOR.
AutoCAD SHX Text D736
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IMAGING
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ROOM
AutoCAD SHX Text D763
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LAB
AutoCAD SHX Text E708
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RME
AutoCAD SHX Text E707
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LAB
AutoCAD SHX Text E706
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CORRIDOR
AutoCAD SHX Text C7-20
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LAB
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PET/CT
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IMAGING RM.
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406 SF
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CONTROL RM.
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124 SF
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EQUIP. RM.
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155 SF
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FA
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CTRL. RM.
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153 SF
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SPECT/CT
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IMAGING RM.
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400 SF
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AutoCAD SHX Text REINSTALL SALVAGED CEILING-MOUNTED EQUIPMENT RAIL AND STRUCTURAL SUPPORT FOR PATIENT LIFT SYSTEM. CUBICLE CURTAIN TRACK MOUNTING PLATE FOR MEDRAD INJECTOR, SUPPLIED BY MEDRAD AND INSTALLED BY CONTRACTOR. GC TO CONTACT UNISTRUT OR OTHER MFR. FOR ENGINEERED DESIGN OF SUPPORT STRUCTURE ABOVE. SEE DETAILS 3/AC101 AND 4/AC101. STRUCTURAL SUPPORT RAILS, UNISTRUT OR EQUIVALENT, FOR LAP CEILING LASER. GC TO CONTACT UNISTRUT OR OTHER MFR. FOR ENGINEERED DESIGN OF SUPPORT RAIL SYSTEM. BOTTOM OF UNISTRUT SHALL HANG 1/4" BELOW CEILING TILE. SEE DETAIL 5/AC101 AND COORDINATE WITH LASER EQUIPMENT MFR. REINSTALL SALVAGED LIGHT FIXTURES. NO CEILING WORK THIS ROOM. REPLACE ANY MISSING OR DAMAGED CEILING TILES. REINSTALL EXISTING CEILING MOUNTED TV MONITOR AND SUPPORT BRACKET IN NEW LOCATION. NEW PATIENT LIFT SYSTEM. CEILING MOUNTED VIDEO SURVEILLANCE CAMERA. SEE ELECTRICAL DWGS. EXISTING WALL-MOUNTED COVE LIGHTING FIXTURE TO REMAIN. NEW CEILING GRID SYSTEM AND CEILING TILES, THIS ROOM. MATCH EXISTING CEILING HEIGHT.
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KEYED NOTES
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GENERAL NOTES
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1. REFER TO GC101 AND GC102 FOR PHASING REFER TO GC101 AND GC102 FOR PHASING PLANS. ALL WORK TO BE DONE IN ACCORDANCE WITH THE PHASES IDENTIFIED. DO NOT PROCEED TO NEXT PHASE UNTIL APPROVED BY VA COR. 2. REFER TO GC103 AND GC104 FOR INFECTION REFER TO GC103 AND GC104 FOR INFECTION CONTROL NOTES AND PLANS. 2. GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PLANS FOR ADDITIONAL CONSTRUCTION WORK. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL CONSTRUCTION WORK. 4. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK. 5. PATCH ALL SURFACES DISTURBED BY DEMOLITION PATCH ALL SURFACES DISTURBED BY DEMOLITION TO CREATE A SMOOTH AND CONSISTENT FINISH WITH ADJACENT MATERIALS. TYPICAL AT FLOORS, WALLS, AND CEILINGS. 6. CENTER CEILING GRID WITHIN ROOMS UNLESS CENTER CEILING GRID WITHIN ROOMS UNLESS DIMENSIONED OTHERWISE. 7. PERIMETER CEILING TILES SHALL NOT BE LESS PERIMETER CEILING TILES SHALL NOT BE LESS THAN 4" WIDE. 8. LOCATE ALL SPRINKLER HEADS, SMOKE DETECTORS, LOCATE ALL SPRINKLER HEADS, SMOKE DETECTORS, AUDIO SPEAKERS, AND HEAT SENSORS IN THE CENTER OF CEILING TILE. 9. DESIGN-BUILD FIRE PROTECTION CONTRACTOR DESIGN-BUILD FIRE PROTECTION CONTRACTOR SHALL PROVIDE THE REQUIRED NUMBER OF SPRINKLER HEADS FOR FULL ROOM COVERAGE. 10. CEILING HEIGHTS SHALL BE AS NOTED ON THE CEILING HEIGHTS SHALL BE AS NOTED ON THE REFLECTED CEILING PLAN. 11. REPLACE ALL CEILING TILES AT THE END OF EACH REPLACE ALL CEILING TILES AT THE END OF EACH SHIFT FOR WORK IN AREAS OUTSIDE OF A RATED CONSTRUCTION BARRIER.
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RADIOCHEM
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LAB
AutoCAD SHX Text D734
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HOT LAB
AutoCAD SHX Text D764
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PATIENT
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UPTAKE
AutoCAD SHX Text D768
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READING
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ROOM
AutoCAD SHX Text D733
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LAB
AutoCAD SHX Text D723
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STORAGE
AutoCAD SHX Text D722
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CORRIDOR
AutoCAD SHX Text C7-26
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CORRIDOR
AutoCAD SHX Text C7-25
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HOT
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WAITING
AutoCAD SHX Text D767
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COLD
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WAITING
AutoCAD SHX Text D730
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CYLINDER
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STORAGE
AutoCAD SHX Text C712
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HAC
AutoCAD SHX Text C714
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ELEC.
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CORR.
AutoCAD SHX Text C7-11
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CORRIDOR
AutoCAD SHX Text C7-6
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OS
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FA
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PATIENT
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UPTAKE
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85 SF
AutoCAD SHX Text D732
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OFFICE
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263 SF
AutoCAD SHX Text D731
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3/8" THICK STEEL MOUNTING PLATE, SUPPLIED BY MEDRAD AND INSTALLED BY CONTRACTOR.
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AutoCAD SHX Text FOUR 3/8" DIA. A325 BOLTS (SUPPLIED BY MEDRAD) FOR MOUNTING THE COUNTERPOISE MOUNTING FLANGE TO THE MOUNTING PLATE.
AutoCAD SHX Text FOUR 1/2" DIA. A307 BOLTS FOR ANCHORING THE MOUNTING PLATE TO UNISTRUT OR SUPPORT FRAME SUPPLIED AND INSTALLED BY CONTRACTOR.
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NOTE: CONTRACTOR TO DRILL ALL HOLES.
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EXISTING DECK ABOVE
AutoCAD SHX Text MOUNTING PLATE, SUPPLIED BY MEDRAD AND INSTALLED BY CONTRACTOR. CONTRACTOR TO DRILL ALL HOLES AND INSTALL MOUNTING HARDWARE.
AutoCAD SHX Text ACOUSTIC CEILING TILE. LOCATE MOUNTING PLATE AT CEILING HEIGHT IF STANDARD MOUNT IS USED. COORDINATE WITH MEDRAD AND SUPPORT SYSTEM MFR.
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COUNTERPOISE MOUNTING FLANGE SUPPLIED AND INSTALLED BY MEDRAD.
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HORIZONTAL SUPPORT ARM SUPPLIED AND INSTALLED BY MEDRAD
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INJECTOR SUPPLIED AND INSTALLED BY MEDRAD
AutoCAD SHX Text 1'-10 7/8"
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STANDARD MOUNT
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NOTE: TOTAL HUNG WEIGHT OF THE COUNTERPOISE SYSTEM AND INJECTOR: 106 LBS.
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BOTTOM OF UNISTRUT SHOULD HANG 1/4" BELOW CEILING TILE.
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120 VAC DUPLEX OUTLET ABOVE FINISHED CEILING
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JUNCTION BOX ABOVE FINISHED CEILING
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METAL STABILIZING BRACKETS PROVIDED BY CONTRACTOR.
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VA FORM 08-6231, OCT 1978
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PRE-BID RFI RESPONSE
AutoCAD SHX Text 02/02/26
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