2226.17_Sheridan Bldg 64_Combined Submittal Set_updated_20220608_Part3.pdf
PDF 12 MB Posted
- Solicitation number
- 36C25922R0006
About this file
This document outlines a federal contract solicitation for renovation services. The Department of Veterans Affairs is seeking offers for completion of renovations at the Sheridan, Wyoming VA Medical Center mental health residential facility under solicitation number 36C25922R0006. The project scope involves follow-on renovations to Building 64 and has an estimated value between $5-10 million. The NAICS code is 236220 for construction of residential health care facilities with a small business size standard of $39.5 million. This procurement is reserved 100% for Service-Disabled Veteran-Owned Small Businesses. The point of contact listed is Christina Beeler-Blackburn, who can be reached at 303-712-5744 or via email. Offers must be submitted by verified SDVOSBs listed in the Vendor Information Pages database. The solicitation includes standard clauses around ownership and control requirements for SDVOSBs, limitations on subcontracting, and precedence of VA Veterans First program rules.
View the file
Other files
Show all 46
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
1% Slope
2% Slope Max.
CONCRETE SIDEWALK
AGGREGATE BASE
CORE DRILL INTO CHEEK WALL AND SET
#4 BAR W/ NONSHRINK EPOXY GROUT
(TYP. 7 LOCATIONS)
2" DIA. ALUMINUM
HANDRAIL,POWDER COAT
WITH BlACK SATIN FINISH, (TYP.), AS SPECIFIED
#4 REBAR AT 12"
O.C. EA. WAY
1/2" R. NOSING, TYP.
CRUSHED DRAINAGE ROCK SECTION A-A
CHEEK WALL
#4 BAR AT 12" O.C.
EACH WAY
FINISH GRADE
1" CHAMFER,
TYPICAL
WATERPROOFING
STAIRS
ISOLATION
JOINT,
TYP.
CHEEK WALL
3"M
in. 8"
1'-0"
TREAD
TYPICAL
1" TYP.
10"
6" R
IS
E
R
TY
P
IC
A L
8"
2'-4"
3'
3"3"
1'-4"
8" 6"
1'-0"
" M
IN
" M
IN
1'-0"
1'-1 7/8"
6"
4"
4"
SCALE: 1" = 1'-0"
TYPE 2 STAIR WITH HANDRAIL DETAIL
1'-0"
HANDRAIL POST BASE,
SURFACE MOUNT. SUBMIT
SHOP DRAWINGS FOR
REVIEW.
12" WIDE CONC. CHEEK
WALL BEYOND - SEE
PLANS
CONCRETE STEPS,
WITH DETECTABLE
WARNING STRIP
3' -0
2% Slope Max.
CONCRETE SIDEWALK
AGGREGATE
BASE
ISOLATION
JOINT,
TYP.
4"
DOWEL INTO SIDEWALLS, TYP.
SEE C8/L-504
L-504
C3
L-504 C8
1" = 3"
ENLARGED DETAIL (RAILING PLATE)
SHOP WELD
ALUMINUM RAILING
4" ALUMINUM PLATE
STAINLESS EXPANSION
BOLT (4 PER)
1" CHAMFER,
TYPICAL
L-504
EH JM
LANDSCAPE SITE DETAILS #4
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COMFOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof 115
666-18-103
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
/2
8/
:0 6:
P
M
CONSTRUCTION DOCUMENTS
JUNE 8, 2022
BUILDING 64 FOLLOW-ON
RENOVATION - SHERIDAN VA
MEDICAL CENTER
SHERIDAN, WYOMINGOWNER
15.2226.17
6/8/22
NOTE: SEE CG101 FOR GRADES
NOTE: CONTRACTOR TO SUBMIT FULL SHOP DRAWING OF
ALL RAILING COMPONENTS FOR FINAL REVIEW
DN
DN
DN
UP UP
UP
UP
DN
DN
02-06
02-06
02-06
02-12 02-14
02-17
02-19
02-19
02-08
02-11
02-13
02-14
02-17
02-12
02-06
02-13
02-14
02-17
02-12 02-08
02-11
02-13
02-14
02-17
02-19
02-12
02-08
02-11
02-13
02-14
02-17
02-06
02-12
02-12
02-1202-12
02-12
02-12
02-12
02-12
02-12 02-12
02-19
02-0602-0602-06
02-0602-0602-06
02-06 02-19
02-19
02-06
02-08
02-11
02-13
02-14
02-17
02-08
02-11
02-13
02-14
02-17
02-08
02-11
02-13
02-14
02-17
02-08
02-11
02-13
02-14
02-17
02-08
02-11
02-13
02-14
02-17
02-08
02-11
02-13
02-14
02-17
02-08
02-11
02-13
02-14
02-17
02-19
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
SEMI PRIVATE
RESIDENT
SEMI PRIVATE
RESIDENT
BATH
140A
BATH
139A BATH
138A
BATH
137A
BATH
136A BATH
135A
BATH
134A
BATH
133A
BATH
132A
BATH
131A
BATH
129A
BATH
128A
BATH
127A
BATH
144A
BATH
143A
BATH
142A
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
128RESIDENT
RESIDENT
RESIDENT
ACCESSIBLE SEMI
PRIVATE RESIDENT
SEMI PRIVATE
RESIDENT
SEMI PRIVATE
RESIDENT
131QUIET AREA
QUIET AREA
STAIRS
STAIRS
ACCESSIBLE SEMI
PRIVATE RESIDENT
TECHNICIAN
RESIDENTS' LOBBY
TOILET
126A
CLEAN SUPPLY
CRASH CART
MED GAS
TRAINING KITCHEN
TV LOUNGE
PORCH F
P001
NEW ELEV
ELEV EQUIP
106B
MED ROOM
106A
MECH/ELEC
IT
CHASE
109A
CORR
C102
HAC
LOBBY
02-12 02-12
02-12
02-1202-12
02-1202-12
02-50
02-50
02-51
02-50
02-12 7' - 8"
02-12
02-12
02-12
02-12
02-12
02-12
02-54
02-0802-08
02-08
02-0802-0802-08
02-12
02-34
10' - 0" MIN.
02-55
02-55
10' - 0" MIN.
02-55
10' - 0" MIN.
02-60
02-51
02-61
02-51
NA
NB
NC
ND
N1
N2
N4
N3
NE
NF
NG
NH
02-1102-11
02-06
02-55.102-55.1
02-55.102-55.1
02-62
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
EXISTING TO REMAIN
LEGEND
TO BE DEMOLISHED
10 11 12 13 149
D
C
B
A
02-32
STAIR
S002
MECHANICAL
B002
MECH/ELEC
ROOM
B004
PHONE
B008
HAC
B005
MEN'S RR
B001A
RESTROOM
B001B
MECH
B007
MACHINE
ROOM
B006
ELEVATOR
MECH ROOM
B006A
HAC STOR.
B003
N
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
PROJECT AREA
KEY PLAN
NOT TO SCALE
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:2
:5
P M
CONSTRUCTION DOCUMENTS
06/8/2022
DEMOLITION PLANS BASEMENT AND
LEVEL 1
AD1.00
BUILDING 64 RENOVATION -
SHERIDAN VAMC
KZJS
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
1/8" = 1'-0"
DEMOLITION FLOOR PLAN - LEVEL 1
General Notes:GENERAL NOTES:KEYNOTES:
02-06 REMOVE EXISTING PARTITION. EXISTING PARTITION
WALLS ARE 4" CLAY TILE MASONRY WALLS WITH METAL
LATHE/PLASTER FINISH.
02-08 REMOVE ALL EXISTING STEAM RADIATORS. REF. FLOOR
PLANS FOR ADDITIONAL INFORMATION.
02-11 REMOVE PLUMBING FIXTURES AND CAP BELOW SLAB,
REF. M.E.P. DRAWINGS FOR ADDITIONAL INFORMATION.
02-12 REMOVE EXISTING DOOR AND FRAME.
02-13 REMOVE ALL EXISTING MILLWORK.
02-14 REMOVE EXISTING FLOORING AND/OR WALL COVERING
- INCLUDING ANY ADHESIVES AND UNDERLAYMENT AS
REQUIRED TO RECEIVE NEW FINISH. COORDINATION
WITH NEW ROOM FINISH SCHEDULE.
02-17 REMOVE ALL EXISTING ELECTRICAL OUTLETS,
TELEPHONE JACKS, DATA OUTLETS, ACCESS CARD
READERS, SIGNAGE, WALL MOUNTED FIXTURES AND
ASSOCIATED WIRING. REF. ELECTRICAL PLANS FOR
ADDITIONAL INFORMATION.
02-19 REMOVE GYP BD AND ANY ASSOCIATED FURRING AT
CONCRETE COLUMN, RE: FLOOR PLANS AND ROOM
FINISH SCHEDULE FOR NEW FINISH.
02-32 REMOVE EXISTING WINDOW AND INFILL OPENING.
02-34 EXISTING ELECTRICAL PANEL TO BE REMOVED IN ITS
ENTIRETY, SEE ELECTRICAL.
02-50 REMOVE EXISTING PORCH STRUCTURE, GUARDRAIL,
PORCH CEILING FINISH, ELECTRICAL AND ASSEMBLIES.
SEE STRUCTURAL AND ELECTRICAL.
02-51 REMOVE EXISTING CONCRETE SLAB, STAIRS AND
STAIRS FOUNDATION. SEE SHEET AD1.00.
02-54 SEE DRAWING SHEET A4.00 FOR WORK ASSOCIATED
WITH EXISTING ELEVATOR.
02-55 REMOVE TOP 6" OF SOIL A MINIMUM OF 10'-0" FROM
EXISTING PORCHES. SOIL SHALL BE DISPOSED OF AS
REQUIRED FOR LEAD BASED PAINT CONTAINING
MATERIALS.
02-55.1 CONTRACTOR TO ASSUME THAT ALL PAINTED
SURFACES OF THE EXISTING PORCH COMPONENTS
CONTAIN LEAD AND SHALL BE DISPOSED OF
ACCORDINGLY.
02-60 REMOVE AND REPLACE EXISTING STOREFRONT
WINDOW WALL ASSEMBLY.
02-61 REMOVE AND REPLACE EXISTING STOREFRONT DOOR
AND HARDWARE.
02-62 REMOVE AND DISPOSE OF EXTERIOR WALL FOR
PLACEMENT OF OVERHEAD DOOR.
1/8" = 1'-0"
DEMOLITION FLOOR PLAN - BASEMENT
31 115
#1 UPS ADDITION 05/02/22
SHEET SPECIFIC NOTES:
1. SEE SPECIFICATION 02 82 13.19 ASBESTOS FLOOR TILE
AND MASTIC ABATEMENT FOR A SUMMARY AND DIAGRAM
OF ABATEMENT WORK ASSOCIATED WITH THIS PROJECT
UP
DN
DN
DN
DN
02-07 02-1202-1202-12
02-0602-06
02-17
02-13
02-14
02-1202-12
02-06
02-06
02-17
02-13
02-14
02-06
02-1202-1202-12
02-0602-06
02-06
02-0602-06
02-1202-12
02-17
02-13
02-14
02-08
02-17
02-13
02-14
02-06
02-06 02-06 02-06
02-1202-1202-12 02-12 02-12
02-12 02-1202-1202-12
02-1202-1202-12
02-0602-06 02-06 02-06
02-0602-06 02-0602-06 02-0602-0602-0602-06
02-06
02-08
02-17
02-08
02-13
02-14
02-13
02-14
02-17
02-08
02-11
02-13
02-14
02-17
02-17
02-13
02-14
02-13
02-14
02-17
02-13
02-14
02-17
02-08
02-11
02-13
02-14
02-17
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
02-12
02-12 02-18
02-52
02-53
02-52
02-52
02-53
02-52
02-52
02-53
02-52
02-34
02-06
02-12
02-14 02-14
02-08 02-08 02-08 02-08 02-08 02-08
02-1202-1202-12 02-1202-1202-12 02-1202-1202-12 02-1202-1202-12 02-1202-1202-12 02-1202-1202-12 02-12 02-12
02-1202-1202-12 02-1202-12 02-1202-1202-12 02-1202-1202-12
02-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-1202-12
02-12
02-1202-1202-1202-1202-1202-12
02-0602-06 02-0602-06 02-0602-06 02-0602-06 02-0602-06 02-0602-06 02-06 02-06
02-06 02-0602-06
02-0602-06 02-0602-06 02-0602-06 02-0602-06
02-0602-0602-0602-0602-0602-0602-0602-0602-06
02-0602-06
02-0602-0602-0602-0602-0602-0602-06
02-06
02-0602-0602-0602-0602-0602-06
02-06 02-06
02-07
02-08 02-08 02-08 02-08 02-08
02-13 02-13 02-13 02-13 02-13
02-14 02-14 02-14 02-14 02-14
02-17 02-17 02-17 02-17 02-17
02-08 02-08 02-08 02-08 02-08
02-13 02-13 02-13 02-13 02-13
02-14 02-14 02-14 02-14 02-14
02-17 02-17 02-17 02-17 02-17
02-08 02-08
02-13 02-13
02-14 02-14
02-17 02-17
02-08 02-08 02-08 02-08 02-08 02-08 02-08
02-13 02-13 02-13
02-13 02-13 02-13 02-13
02-14 02-14 02-14
02-14 02-14 02-14 02-14
02-17 02-17 02-17
02-17 02-17 02-17 02-17
02-08
02-13
02-14
02-17
02-08
02-13
02-14
02-17
02-08
02-13
02-14
02-17
02-08
02-13
02-14
02-17
02-08
02-11
02-13
02-14
02-17
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
02-12 02-12
02-11 02-11
02-33 02-06
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
EXISTING TO REMAIN
LEGEND
TO BE DEMOLISHED
N
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
KEY PLAN
NOT TO SCALE
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
PROJECT AREA
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:2
:0
P M
CONSTRUCTION DOCUMENTS
06/8/2022
DEMOLITION PLANS LEVEL 2 AND 3
AD1.01
BUILDING 64 RENOVATION -
SHERIDAN VAMC
KZJS
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
1/8" = 1'-0"
DEMOLITION FLOOR PLAN - LEVEL 2
1/8" = 1'-0"
DEMOLITION FLOOR PLAN - LEVEL 3
General Notes:GENERAL NOTES:
KEYNOTES:
02-06 REMOVE EXISTING PARTITION. EXISTING PARTITION
WALLS ARE 4" CLAY TILE MASONRY WALLS WITH METAL
LATHE/PLASTER FINISH.
02-07 EXISTING ELEVATOR AND ELEVATOR SHAFT TO
REMAIN. CONTRACTOR TO MAINTAIN FIRE RESISTANCE
RATING INTEGRITY AT SHAFTS INDICATED WITH WALL
RATING LINETYPES.
02-08 REMOVE ALL EXISTING STEAM RADIATORS. REF. FLOOR
PLANS FOR ADDITIONAL INFORMATION.
02-11 REMOVE PLUMBING FIXTURES AND CAP BELOW SLAB,
REF. M.E.P. DRAWINGS FOR ADDITIONAL INFORMATION.
02-12 REMOVE EXISTING DOOR AND FRAME.
02-13 REMOVE ALL EXISTING MILLWORK.
02-14 REMOVE EXISTING FLOORING AND/OR WALL COVERING
- INCLUDING ANY ADHESIVES AND UNDERLAYMENT AS
REQUIRED TO RECEIVE NEW FINISH. COORDINATION
WITH NEW ROOM FINISH SCHEDULE.
02-17 REMOVE ALL EXISTING ELECTRICAL OUTLETS,
TELEPHONE JACKS, DATA OUTLETS, ACCESS CARD
READERS, SIGNAGE, WALL MOUNTED FIXTURES AND
ASSOCIATED WIRING. REF. ELECTRICAL PLANS FOR
ADDITIONAL INFORMATION.
02-18 GENERAL CONTRACTOR TO PROVIDE TEMPORARY
OPENING IN EXISTING WALL AS NECESSARY FOR AHU
INSTALLATION.
02-33 EXISTING ELECTRICAL PANEL TO BE REMOVED IN ITS
ENTIRETY, SEE ELECTRICAL. INFILL WALL TO MATCH
ADJACENT SURFACES, SEE NEW FLOOR PLAN.
02-34 EXISTING ELECTRICAL PANEL TO BE REMOVED IN ITS
ENTIRETY, SEE ELECTRICAL.
02-52 REMOVE EXISTING METAL RAILING, REFURBISH,
SANDBLAST, POWDER COAT AND REINSTALL, SEE NEW
PORCH PLANS.
02-53 REMOVE EXISTING MEMBRANE ROOFING, SHEATHING,
FLASHING, RAILINGS, GUTTERS AND DOWNSPOUTS.
32 115
#1 UPS ADDITION 05/02/22
SHEET SPECIFIC NOTES:
1. SEE SPECIFICATION 02 82 13.19 ASBESTOS FLOOR TILE
AND MASTIC ABATEMENT FOR A SUMMARY AND DIAGRAM
64ELBA-29
64H1A-2
OS OS
641P1
641P3
64L1A
64H1A
REMOVE
EXISTING
PANEL IN
ITS
ENTIRETY
64RP1
02-01
02-01
02-02
02-01 02-01
02-01 02-01
02-01
02-01
02-01
02-01 02-01
02-01
02-01
02-03 02-03
02-03 02-03
02-03
02-03
02-03
02-03
02-01
02-03
02-03
02-03
02-03
02-04 02-04
02-04 02-04
02-04
02-04
02-04
02-04
02-04
02-04
02-04
02-04
02-04
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
02-01
02-03
02-04
02-53
02-53
02-53
02-60
02-03
02-03
02-03
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
EXISTING TO REMAIN
LEGEND
TO BE DEMOLISHED
N
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
PROJECT AREA
KEY PLAN
NOT TO SCALE
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:2
:0
P M
CONSTRUCTION DOCUMENTS
06/8/2022
DEMOLITION REFLECTED CEILING
PLANS LEVEL 1 AND PORCHES
AD1.30
BUILDING 64 RENOVATION -
SHERIDAN VAMC
KZJS
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
1/8" = 1'-0"
DEMOLITION REFLECTED CEILING PLAN LEVEL 1
General Notes:GENERAL NOTES:
KEYNOTES:
02-01 REMOVE EXISTING CEILING AND CEILING
COMPONENTS COMPLETELY.
02-02 EXISTING SHAFT / CHASE TO REMAIN. CONTRACTOR
TO MAINTAIN FIRE RESISTANCE RATING INTEGRITY AT
SHAFTS INDICATED WITH RATING LINETYPES.
02-03 REMOVE EXISTING LIGHT FIXTURES, SIGNAGE,
DEVICES AND ASSOCIATED WIRING. REF. ELECTRICAL
PLANS FOR ADDITIONAL INFORMATION.
02-04 REMOVE EXISTING FIRE SPRINKLERS AS NEEDED, RE:
M.E.P. DRAWINGS FOR ADDITIONAL INFORMATION.
02-53 REMOVE EXISTING MEMBRANE ROOFING, SHEATHING,
FLASHING, RAILINGS, GUTTERS AND DOWNSPOUTS.
02-60 REMOVE AND REPLACE EXISTING STOREFRONT
WINDOW WALL ASSEMBLY.
33 115
#1 UPS ADDITION 05/02/22
SHEET SPECIFIC NOTES:
1. SEE SPECIFICATION 02 82 13.19 ASBESTOS FLOOR TILE
AND MASTIC ABATEMENT FOR A SUMMARY AND DIAGRAM
3 3
OS
642P1
64EL2A-2264H2A-1
T
REMOVE EXISTING
PANEL IN ITS ENTIRETY
02-01 02-01 02-01
02-0102-0102-0102-01
02-01
02-01 02-01 02-01
02-01
02-03 02-03 02-03
02-03
02-0302-0302-0302-03
02-03
02-0302-0302-03
02-04
02-04 02-04
02-04
02-0402-0402-0402-04
02-0402-0402-04
02-04
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
02-01 02-01
02-03 02-03
02-04 02-04
02-01 02-01
02-03 02-03
02-04 02-04
02-01 02-01
02-03 02-03
02-04 02-04
02-01 02-01 02-01 02-01 02-01
02-01 02-01 02-01 02-01 02-01 02-01 02-01 02-01
02-01 02-01 02-01 02-01
02-01
02-03 02-03 02-03 02-03 02-03
02-03 02-03 02-03 02-03 02-03 02-03 02-03 02-03
02-03
02-03 02-03 02-03 02-03
02-03
02-04 02-04 02-04 02-04 02-04
02-04
02-04 02-04 02-04 02-04 02-04 02-04 02-04
02-04
02-01
02-04 02-04 02-04 02-04
02-04
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
EXISTING TO REMAIN
LEGEND
TO BE DEMOLISHED
N
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
KEY PLAN
NOT TO SCALE
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
PROJECT AREA
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:2
:0
P M
CONSTRUCTION DOCUMENTS
06/8/2022
DEMOLITION REFLECTED CEILING
PLANS LEVEL 2 AND 3
AD1.31
BUILDING 64 RENOVATION -
SHERIDAN VAMC
KZJS
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
1/8" = 1'-0"
DEMOLITION REFLECTED CEILING PLAN LEVEL 2
1/8" = 1'-0"
DEMOLITION REFLECTED CEILING PLAN LEVEL 3
General Notes:GENERAL NOTES:
KEYNOTES:
02-01 REMOVE EXISTING CEILING AND CEILING COMPONENTS
COMPLETELY.
02-03 REMOVE EXISTING LIGHT FIXTURES, SIGNAGE, DEVICES
AND ASSOCIATED WIRING. REF. ELECTRICAL PLANS
FOR ADDITIONAL INFORMATION.
02-04 REMOVE EXISTING FIRE SPRINKLERS AS NEEDED, RE:
M.E.P. DRAWINGS FOR ADDITIONAL INFORMATION.
34 115
#1 UPS ADDITION 05/02/22
SHEET SPECIFIC NOTES:
1. SEE SPECIFICATION 02 82 13.19 ASBESTOS FLOOR TILE
AND MASTIC ABATEMENT FOR A SUMMARY AND DIAGRAM
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 0"
02-52
02-50
02-50
02-52
02-53
DCBA
02-60
02-61 02-5102-51
02-55.1
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 0"
02-52
02-52
02-53
02-50
02-50
02-5102-51
02-55.1
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 0"
02-52
02-53
02-50
02-50
02-52
D
02-5102-51
02-55.1
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 0"
02-52
02-53
02-50
02-50
02-52
7 8
02-5102-51
02-12
02-55.1
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 0"
02-52
02-53
02-50
02-50
02-52
D
02-5102-51
02-55.1
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 0"
02-52
02-53
02-50
02-50
02-52
02-51
02-55.1
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 0"
02-52
02-53
02-50
02-50
02-52
02-51
D C B A
02-18
02-51
02-12
02-55.1
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 0"
02-52
02-53
02-50
02-52
02-51
02-50
02-51
02-55.1
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
TO BE DEMOLISHED
EXISTING TO REMAIN
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:2
:1
P M
CONSTRUCTION DOCUMENTS
06/8/2022
DEMOLITION PORCH ELEVATIONS
AD2.05
BUILDING 64 RENOVATION -
SHERIDAN VAMC
KZJS
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
1/8" = 1'-0"
WEST PORCH P101 - WEST ELEVATION DEMOLITION
1/8" = 1'-0"
WEST PORCH P101 - SOUTH ELEVATION DEMOLITION
1/8" = 1'-0"
SOUTH PORCH P102 - WEST ELEVATION DEMOLITION
1/8" = 1'-0"
SOUTH PORCH P102 - SOUTH ELEVATION DEMOLITION
1/8" = 1'-0"
SOUTH PORCH P102 - EAST ELEVATION DEMOLITION
1/8" = 1'-0"
EAST PORCH P103 - SOUTH ELEVATION DEMOLTION
1/8" = 1'-0"
EAST PORCH P103 - EAST ELEVATION DEMOLITION
1/8" = 1'-0"
EAST PORCH P103 - NORTH ELEVATION DEMOLITION
General Notes:
02-12 REMOVE EXISTING DOOR AND FRAME.
02-18 GENERAL CONTRACTOR TO PROVIDE TEMPORARY
OPENING IN EXISTING WALL AS NECESSARY FOR AHU
INSTALLATION.
02-50 REMOVE EXISTING PORCH STRUCTURE, GUARDRAIL,
PORCH CEILING FINISH, ELECTRICAL AND ASSEMBLIES.
SEE STRUCTURAL AND ELECTRICAL.
02-51 REMOVE EXISTING CONCRETE SLAB, STAIRS AND STAIRS
FOUNDATION. SEE SHEET AD1.00.
02-52 REMOVE EXISTING METAL RAILING, REFURBISH,
SANDBLAST, POWDER COAT AND REINSTALL, SEE NEW
PORCH PLANS.
02-53 REMOVE EXISTING MEMBRANE ROOFING, SHEATHING,
FLASHING, RAILINGS, GUTTERS AND DOWNSPOUTS.
02-55.1 CONTRACTOR TO ASSUME THAT ALL PAINTED SURFACES
OF THE EXISTING PORCH COMPONENTS CONTAIN LEAD
AND SHALL BE DISPOSED OF ACCORDINGLY.
02-60 REMOVE AND REPLACE EXISTING STOREFRONT WINDOW
WALL ASSEMBLY.
02-61 REMOVE AND REPLACE EXISTING STOREFRONT DOOR
AND HARDWARE.
GENERAL NOTES:
KEYNOTES:
SHEET SPECIFIC NOTES:
1. ALL EXISTING CONDITIONS WERE VISUALLY
INSPECTED ON SITE WITHOUT DECONSTRUCTIVE
TESTING. INTERIOR CONDITIONS MAY VARY UPON
DECONSTRUCTION. CONTRACTOR SHALL NOTIFY THE
OWNER AND ARCHITECT IF CONDITIONS DISCOVERED
ARE SIGNIFICANTLY DIFFERENT THAN SHOWN ON
CONTRACT DOCUMENTS.
2. ALL MASONRY DAMAGED DURING DEMOLITION IS THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
REPAIRED TO ITS ORIGINAL CONDITION.
3. ALL EXISTING WOOD TRIM THAT REMAINS AND IS
DAMAGED DURING DEMOLITION AND CONSTRUCTION
ACTIVITIES IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE REPAIRED TO ITS
ORIGINAL CONDITION.
4. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
LEGEND:
35 115
#1 UPS ADDITION 05/02/22
UP UP
UP
DN
DN
CONFERENCE
OFFICE
WOMEN'S DAY
ROOM
SOILED
UTILITY
TOILET
111 OFFICE
HAC
LOADING
DOCK
STAIRS
S102
VESTIBULE
OFFICE
OFFICE
OFFICE
EXAM
CORRIDOR
C124
ELEV
E101
CORRIDOR
C105
STAIRS
S101
LOBBY
VESTIBULE
A3.10
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
LAUNDRY
CLEAN LINEN
OFFICE
VESTIBULE
SEMI PRIVATE
RESIDENT
SEMI PRIVATE
RESIDENT
BATH
140A
BATH
139A BATH
138A
BATH
137A
BATH
136A BATH
135A
BATH
134A
BATH
133A
BATH
132A
BATH
131A
BATH
129A
BATH
128A
BATH
127A
BATH
144A
BATH
143A
BATH
142A
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
128RESIDENT
RESIDENT
RESIDENT
ACCESSIBLE SEMI
PRIVATE RESIDENT
SEMI PRIVATE
RESIDENT
SEMI PRIVATE
RESIDENT
131QUIET AREA
QUIET AREA
STAIRS
STAIRS
ACCESSIBLE SEMI
PRIVATE RESIDENT
TECHNICIAN
RESIDENTS' LOBBY
TOILET
126A
CLEAN SUPPLY
CRASH CART
MED GAS
TRAINING KITCHEN
TV LOUNGE
PORCH F
P105
PORCH E
P104
NEW ELEV
ELEV EQUIP
106B
MED ROOM
106A
MECH/ELEC
108 IT
CHASE
109A
CORR
C102
HAC
21' - 4 3/4" V.I.F. 22' - 4" V.I.F.
12' - 3 1/2" 11' - 5" 11' - 5" 11' - 5" 10' - 8 1/2" 12' - 1 1/2" 11' - 5" 12' - 1 1/2" 10' - 8 1/2" 11' - 5" 11' - 5" 11' - 5" 12' - 3 1/2"
/2
/2
11' - 0 3/8"11' - 6"10' - 0"10' - 8 3/8"
/8
/2
/8
12' - 0" 1
/4
10' - 9 3/8"
/8
11' - 0" V.I.F. 11' - 0" V.I.F.
/8
B
B
A
B
A
127A
11' - 10"
9' - 11 3/4" 9' - 11 5/8" 11' - 4 7/8"
V.I.F.
9' - 11 1/2"
V .I .F
/4
A5.20
A5.207 6
LOBBY
MED ROOM
OFFICE
A5.20 13
A3.00
A3.00
A4.00
CLOSET
C105A
A
115C
A3.00
10' - 8 1/8"
A3.10
/8
/2
6' - 10 1/4" 4' - 4 5/8"
106A
C124
M6A
M2E
M2EM2EM2E M2E M2EM2E
M2E
M2EM2E
M6A M3C
M2EM2E M2EM2E M2EM2E M2E
M3A
M3A
M2EM2E
M6A
M2E
M6E
M3E
M2E
M3A
M2E M3A M2E M3A M2EM2E
M3A
M2E
M2E
M3A
M3B
M3A
M3C M3B
M3B
M3E
M3AM3A
M2E
M3A
M2E
M3A
M6E
M3E M3E
M3E
M3A
A2.00
A2.00
A2.00
A2.00
A2.00
Sim
8' - 11 1/2"
06-01
PORCH
P101
PORCH
P102
PORCH
P103
PORCH D
P106
115A
A5.20
08-41
NA
NB
NC
ND
N1
N2
N4
N4
N3
N3
NE
NF
NG
NH
B
127C
D
A
E
B
F
G
H
J
127D
CONFERENCE
114B
M2E M2E
M2EM2E
M2E
M2E
M2E
A4.00
10 10-60
10-21.1 10-21.110-21.1
10-21.1
10-21.110-21.1
10-21.2
10-21.1
10-21.1
10-21.110-21.1
10-21.110-21.1
10-21.110-21.1
10-21.1
10-21.110-21.1 10-21.110-21.1
10-21.1
10-21.110-21.1
10-21.1
10-21.110-21.1
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
T Y
P
T Y
P
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
T Y
P
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
12-04 12-04 12-04 12-04 12-04
12-04 12-04 12-04
TYP.
3' - 6"
12-04 12-04 12-04 12-04
12-04
12-04
12-0412-0412-0412-0412-0412-0412-04
12-04
10-21.1 10-10
C
100' - 0"
ALTERNATE BID #2 ALTERNATE BID #2
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
EXISTING TO REMAIN
LEGEND
TO BE DEMOLISHED
N
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
PROJECT AREA
KEY PLAN
NOT TO SCALE
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:1
:5
P M
CONSTRUCTION DOCUMENTS
06/8/2022
FLOOR PLANS LEVEL 1 AND PORCHES
A1.00
BUILDING 64 RENOVATION -
SHERIDAN VAMC
KZJS
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
1/8" = 1'-0"
FLOOR PLAN - LEVEL 1
General Notes:GENERAL NOTES:KEYNOTES:
06-01 INFILL WALL OPENING TO MATCH ADJACENT
SURFACES.
08-41 NEW ALUMINUM STOREFRONT WINDOW WALL, MATCH
EXISTING COLOR AND PROFILE
10-10 PROVIDE AND INSTALL FIRE EXTINGUISHER CABINET.
10-21.1 CORNER GUARD - VINYL
10-21.2 CORNER GUARD - STAINLESS STEEL
10-60 RECESSED CUBICAL CURTAIN TRACK, SEE
SPECIFICATIONS
12-04 PROVIDE AND INSTALL WINDOW BLINDS AS SPECIFIED
IN SECTION 122421. TYPICAL AT ALL EXISTING WINDOW
OPENINGS.
36 115
DN
DN
DN
DN
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
STAFF
LOUNGE
STAFF TOILET
203B
STORAGE
BED BUG
OVEN
GENERAL
STORAGE
203B
A5.2021
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
07-50
07-50
07-50
23' - 4"
/4
10' - 9 3/4"
/8
A5.20
9' - 1"
A3.00
A3.00
MECHANICAL
STAIRS
STAIRS
13' - 6"
1" / 12"
07-07
A3.10
20' - 9 1/2" 10' - 9"
CLEAN
STORAGE
IT CLOSET
M2E
M3E
M2EM2E
M3A
M2E
M3E
M2E
M3E
M3E
M2E
M3E
M2E
M6E
M2EM2E
M3A M6A
M3B
M3E
M3E
M6E M6E
M3E
M2E M3A M3E
ELEV
E201
A2.00
A2.00
A2.00
A
19' - 5 1/8" . 12' - 10 5/8"
/4
M3A
M3A M3A2
A
08-51
10-21.1
10-21.1
10-21.1
10-21.2
10-21.210-21.2
10-21.2
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
T Y
P
T Y
P
T Y
P
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
12-04 12-04 12-04
12-04
12-04
12-04
12-0412-0412-0412-04
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
T Y
P
T Y
P
T Y
P
TYP.
3' - 6"
12-04
12-0412-04
12-0412-0412-0412-0412-04
12-04
12-04
12-04
12-04
10-10 CORRIDOR
C206111' - 0"
EXISTING TO REMAIN
LEGEND
TO BE DEMOLISHED
5/8" GYPSUM BOARD
3 5/8" METAL STUDS AT 16" O.C.
FULL BATT INSULATION
5/8" GYPSUM BOARD
/8
5/8" GYPSUM BOARD
6" METAL STUDS AT 16" O.C.
FULL BATT INSULATION
5/8" GYPSUM BOARD
/4
M3A
M6A
5/8" GYPSUM BOARD
3 5/8" METAL STUDS AT 16" O.C.
FULL BATT INSULATION
M3E
/4
5/8" GYPSUM BOARD
1 5/8" METAL STUDS AT 16" O.C.
FULL BATT INSULATION
M2E 2
/1
1 HOUR
5/8" GYPSUM BOARD
6" METAL STUDS AT 16 O.C.
5/8" GYPSUM BOARD
3 5/8" METAL STUDS AT 16" O.C.
FULL BATT INSULATION
HORIZONTAL RESILIENT FURRING
5/8" GYPSUM BOARD
M10A
5/8" GYPSUM BOARD
3 5/8" METAL STUDS AT 16" O.C.
FULL BATT INSULATION
5/8" GYPSUM BOARD
/8
M3B
1 HOUR
5/8" GYPSUM BOARD
6" METAL STUDS AT 16" O.C.
M6E
(2) 5/8" GYPSUM BOARD
3 5/8" METAL STUDS AT 16" O.C.
FULL BATT INSULATION
(2) 5/8" GYPSUM BOARD
/8
M3C
1 HOUR
1" GYPSUM LINER PANEL
4" STEEL C - H CHANNELS AT 24" O.C.
5/8" GYPSUM BOARD
1 HOUR
SW2
NOTES:
1. REFER TO SHEET G1.01 FOR REQUIRED WALL RATINGS AND
LOCATIONS.
1" SHAFT LINER
2 1/2" STEEL C - H CHANNELS AT 16" O.C.
(2) 5/8" GYPSUM BOARD
2 HOUR
SW1
/4
NOTES:
1. REFER TO SHEET G1.01 FOR REQUIRED WALL RATINGS AND
LOCATIONS.
/8
STAIR
S302
OFFICE
OFFICE
OFFICE
IT CLOSET
HAC
CLASSROOM
OFFICE
OFFICE
OFFICE
STAIRS
S301
OFFICE
OFFICE
OFFICE
OFFICE
OPEN WORK
OFFICE
ELEV
E301
OFFICE
OFFICE
OFFICE
OFFICE
A 3
OFFICE
321OFFICE
320 321
TOILET
309A
TOILET
309B
CORRIDOR
C301
A5.20 26
A5.20
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
10' - 9" 10' - 8 1/2" 10' - 8 3/4" 13' - 1 1/8" 6' - 0 1/4" 13' - 0 3/4" 10' - 9 3/4" 10' - 8 3/4" 9' - 6 3/4" 9' - 10 1/8"
21' - 10 1/4" 10' - 2 1/8" 10' - 3 3/4" 10' - 8 3/4" 10' - 8 3/4" 9' - 6 5/8"10' - 11 1/4"
V .I .F
/4
/8
/8
/8
/8
/8
/4
/4
A5.20
A3.00
A3.00
OFFICE
M2EM2E M2EM2E
M3E
M2E
M3E M3A
M2E
M2E
M2E
M2EM2E
M2E
M2EM2E
M2EM2E
M2E M2E
M2EM2E
M3EM3E
M2E
M3A
M2EM2E
M3A
M3EM3E
M3E M3E
M3E
M2EM2E
M2EM2E
SW-2SW-2
SW-2SW-2
M2EM2E
M2EM2E
M2E M2E
M2E M2EM2E
M2E
M2E
M2EM2E
M2E
M2E
M2EM2E
M2EM2E
M2EM2E
M2E
M2E
M2E
M2E
M2E
M2E
M2EM2E
M2E
M6E
M3B
M3E
M2EM3B
M3B
M3B
M3B
M2EM2EM2E
M2E
M2E
M2E
M3A
M2E
M2E M2E
M6F
SW-2
M2EM2EM2E
9' - 0 3/8"8' - 4 1/4"4' - 1 1/4"
309A
309B
11' - 3" 11' - 2" 11' - 2" 11' - 3"
M3A
M3AM3A
3' - 3 5/8"
M10A
M2EM2E
M2E M2E M2E
06-01
306B
A A
08-51
M2E M2E M2E 10-21.110-21.1
10-21.110-21.1
10-21.110-21.110-21.110-21.110-21.110-21.110-21.110-21.1
10-21.1
10-21.1
10-21.110-21.1
10-21.110-21.1
10-21.110-21.1
10-21.110-21.1
10-21.110-21.1
10-21.1
10-21.1
10-21.110-21.110-21.110-21.1
10-21.1
10-21.1
10-21.1
10-21.2
T Y
P
T Y
P
12-04
12-04
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
T Y
P
T Y
P
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
TYP.
3' - 6"
12-04 12-04
12-04
12-0412-04
12-04
12-04 12-04 12-04 12-04 12-04 12-04 12-04 12-04
12-04
T Y
P
12-04
12-0412-0412-0412-0412-04
10-10
121' - 4"121' - 4"
N
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
PROJECT AREA
KEY PLAN
NOT TO SCALE
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
PROJECT AREA
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:1
:5
P M
CONSTRUCTION DOCUMENTS
06/8/2022
FLOOR PLANS LEVEL 2 AND 3, ROOF
PLANS
A1.01
BUILDING 64 RENOVATION -
SHERIDAN VAMC
KZJS
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
General Notes:
06-01 INFILL WALL OPENING TO MATCH ADJACENT
SURFACES.
07-07 PREFINISHED METAL GUTTER AND DOWNSPOUT; TIE
INTO STORMDRAIN. COORDINATE WITH CIVIL, CS101.
07-50 MEMBRANE ROOF SYSTEM
08-51 PROVIDE OPAQUE WINDOW FILM TO COVER EXISTING
WINDOW, FIELD VERIFY DIMENSIONS FOR FULL
COVERAGE.
10-10 PROVIDE AND INSTALL FIRE EXTINGUISHER CABINET.
10-21.1 CORNER GUARD - VINYL
10-21.2 CORNER GUARD - STAINLESS STEEL
12-04 PROVIDE AND INSTALL WINDOW BLINDS AS SPECIFIED
IN SECTION 122421. TYPICAL AT ALL EXISTING
WINDOW OPENINGS.
GENERAL NOTES:
KEYNOTES:
1/8" = 1'-0"
FLOOR PLAN - LEVEL 2
1 1/2" = 1'-0"
WALL TYPES
1/8" = 1'-0"
FLOOR PLAN - LEVEL 3
37 115
J
J
TTTATS
7 8 10 11 12 13 149
D
C
B
A
A3.00
A2.06
A2.06
A2.06
A2.06
A3.10
26-03
11' - 0 1/2"
B
M3A
M3A
91' - 0"
04-01
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
EXISTING TO REMAIN
LEGEND
TO BE DEMOLISHED
STAIR
S002
MECHANICAL
B002
MECHANICAL
ROOM
MECH/ELEC
ROOM
B004
PHONE
B008
HAC
B005
MEN'S RR
B001A
RESTROOM
B001B
MECH
B007
MACHINE
ROOM
B006
ELEVATOR
MECH ROOM
B006A
HAC STOR.
B003
WATER
SERVICE
001B
N
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
PROJECT AREA
KEY PLAN
NOT TO SCALE
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:2
:0
P M
CONSTRUCTION DOCUMENTS
06/8/2022
BASEMENT FLOOR PLAN
A1.02
BUILDING 64 RENOVATION -
SHERIDAN VAMC
AuthorChecker
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
1/8" = 1'-0"
FLOOR PLAN - BASEMENT
General Notes:GENERAL NOTES:KEYNOTES:
04-01 INFILL FORMER WINDOW OPENING WITH 8" CMU AT THE
EXTERIOR AND 4" CMU AT THE INTERIOR TO PLANE OUT
WITH BOTH EXISTING WALL FACES
26-03 ELECTRICAL UPS, PROVIDE 4" CONCRETE
HOUSEKEEPING PAD AND POSITION AS INDICATED ON
THE ELECTRICAL DRAWINGS
11838
CONFERENCE
126 CONFERENCE
OFFICE
WOMEN'S DAY
ROOM
SOILED
UTILITY
MED ROOM
TOILET
OFFICE
HAC
LOADING
DOCK
114 STAIRS
S102
VESTIBULE
OFFICE
OFFICE
OFFICE
EXAM
CORRIDOR
C124
ELEV
E101
CORRIDOR
C105
STAIRS
S101
LOBBY
VESTIBULE
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
OFFICE
CLEAN LINEN
OFFICE
VESTIBULE
LAUNDRY
SEMI PRIVATE
RESIDENT
SEMI PRIVATE
RESIDENT
PORCH D
P003
BATH
140A
BATH
139A BATH
138A
BATH
137A
BATH
136A BATH
135A
BATH
134A
BATH
133A
BATH
132A
BATH
131A
BATH
129A
BATH
128A
BATH
127A
BATH
144A
BATH
143A
BATH
142A
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
RESIDENT
ACCESSIBLE SEMI
PRIVATE RESIDENT
SEMI PRIVATE
RESIDENT
SEMI PRIVATE
RESIDENT
131QUIET AREA
QUIET AREA
STAIRS
STAIRS
ACCESSIBLE SEMI
PRIVATE RESIDENT
TECHNICIAN
RESIDENTS' LOBBY
TOILET
126A
CLEAN SUPPLY
CRASH CART
MED GAS
TRAINING KITCHEN
TV LOUNGE
PORCH F
P001
PORCH E
P002
NEW ELEV
ELEV EQUIP
106B
MED ROOM
106A
MECH/ELEC
108 IT
CHASE
109A
CORR
C102
LOBBY
A3.00
A3.00
A3.10
108' - 0"
HAC
10-60
NA
NB
NC
ND
N1
N2
N4
N3
NE
NF
NG
NH
109' - 0" 109' - 0"
110' - 0" V.I.F.
109' - 11 1/4" V.I.F.
110' - 0" V.I.F.
ALTERNATE BID #2 ALTERNATE BID #2
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
GYPSUM BOARD - PAINTED. SEE FINISH
SCHEDULE, AND SPECIFICATIONS
ACT1 - ACOUSTICAL CEILING TILE. SEE
FINISH SCHEDULE, SEE SPECIFICATIONS
STRUCTURAL BEAM, PAINTED SEE
STRUCTURAL
CEILING HEIGHTOPEN
2X4 CEILING LIGHT FIXTURE, SEE
ELECTRICAL
1X4 CEILING LIGHT FIXTURE, SEE
ELECTRICAL
HVAC-SUPPLY, SEE MECHANICAL
HVAC-EXHAUST, SEE MECHANICAL
EXISTING STRUCTURE WITHIN
PROJECT LIMITS TO REMAIN.
RCP LEGEND
2X4 CEILING LIGHT FIXTURE, SEE
ELECTRICAL
2X4 EMERGENCY LIGHT, SEE ELECTRICAL
EXIT SIGN
SLENDER WALLPACK LIGHTING, SEE
ELECTRICAL
1X6 CEILING BOARDS - PAINTED. SEE
FINISH SCHEDULE, AND SPECIFICATIONS
OUTDOOR SURFACE MOUNT FIXTURE,
SEE ELECTRICAL
3" RECESSED LIGHT, SEE ELECTRICAL
PREFINISHED METAL SOFFIT
N
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
PROJECT AREA
KEY PLAN
NOT TO SCALE
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:2
:1
P M
CONSTRUCTION DOCUMENTS
06/8/2022
REFLECTED CEILING PLAN LEVEL 1
AND PORCHES
A1.30
BUILDING 64 RENOVATION -
SHERIDAN VAMC
KZJS
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
1/8" = 1'-0"
REFLECTED CEILING PLAN LEVEL 1
General Notes:
Keynotes:
GENERAL NOTES:
Keynotes:
Sheet Specific Notes:
KEYNOTES:
10-60 RECESSED CUBICAL CURTAIN TRACK, SEE
SPECIFICATIONS
SHEET SPECIFIC NOTES:
1. ALL CEILING HEIGHTS 8'-0" UNLESS NOTED OTHERWISE.
2. ALL EXPOSED WOOD ELEMENTS, NEW AND EXISTING,
SHALL BE PRIMED AND PAINTED, SEE SPECIFICATIONS.
3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
38 115
11839
STAFF
LOUNGE
STAFF TOILET
203B
STORAGE
BED BUG
OVEN
GENERAL
STORAGE
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
A3.00
A3.00
ELEV
E201
MECHANICAL
STAIRS
CORRIDOR
C206
STAIRS
CLEAN
STORAGE
6' - 4"8' - 0"
IT CLOSET
8' - 0"
STAIR
S302
OFFICE
OFFICE
OFFICE
IT CLOSET
HAC
CLASSROOM
OFFICE
OFFICE
OFFICE
STAIRS
S301
OFFICE
OFFICE
OFFICE
OFFICE
318 OPEN WORK
OFFICE
ELEV
E301
OFFICE
OFFICE
OFFICE
OFFICE
326OFFICE
OFFICE
TOILET
309A
TOILET
309B
CORRIDOR
C301
1 2 3 5 7 8 10 11 12 13 146 9
D
C
B
A
A3.00
A3.00
OFFICE
8' - 0"
8' - 0"8' - 0"
07-12
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR
SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE
DESIRED DIMENSIONS FROM THE ARCHITECT IN WRITING.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
VISIT THE PROJECT AND VERIFY EXISTING
CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.
COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY
A/E IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF
FOUNDATION OR CENTERLINE OF STRUCTURE.
4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK
UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE
TAG.
5. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS
AND DIMENSIONS.
6. SEE CODE PLAN FOR CODE INFORMATION.
7. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.
8. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY
WITH THE EXCEPTION OF TOILET PARTITIONS.
9. EXISTING WALL SHADED FOR CLARITY.
10. SYSTEMS FURNISHINGS AND OWNER PROVIDED
CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR CLARITY.
SEE FF&E PLANS.
GYPSUM BOARD - PAINTED. SEE FINISH
SCHEDULE, AND SPECIFICATIONS
ACT1 - ACOUSTICAL CEILING TILE. SEE
FINISH SCHEDULE, SEE SPECIFICATIONS
STRUCTURAL BEAM, PAINTED SEE
STRUCTURAL
CEILING HEIGHTOPEN
2X4 CEILING LIGHT FIXTURE, SEE
ELECTRICAL
1X4 CEILING LIGHT FIXTURE, SEE
ELECTRICAL
HVAC-SUPPLY, SEE MECHANICAL
HVAC-EXHAUST, SEE MECHANICAL
EXISTING STRUCTURE WITHIN
PROJECT LIMITS TO REMAIN.
RCP LEGEND
2X4 CEILING LIGHT FIXTURE, SEE
ELECTRICAL
2X4 EMERGENCY LIGHT, SEE ELECTRICAL
EXIT SIGN
SLENDER WALLPACK LIGHTING, SEE
ELECTRICAL
1X6 CEILING BOARDS - PAINTED. SEE
FINISH SCHEDULE, AND SPECIFICATIONS
OUTDOOR SURFACE MOUNT FIXTURE,
SEE ELECTRICAL
3" RECESSED LIGHT, SEE ELECTRICAL
PREFINISHED METAL SOFFIT
N
FOURFRONT DESIGN, INC.
517 7TH STREET
RAPID CITY, SOUTH DAKOTA 57701
PH: (605) 342-9470
FAX: (605) 342-2377
WWW.FOURFRONTDESIGN.COM
FOURFRONT
D E S I G N I N C.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
666-18-103
KEY PLAN
NOT TO SCALE
ALBERTSON ENGINEERING, INC.
3202 WEST MAIN STREET, SUITE C
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 343-9606
DAWES ENGINEERING & DESIGN CO.
46 HIBBARD WAY
HELENA, MONTANA 59601
PH: (406) 441-4000
TERRASITE DESIGN
1635 DEADWOOD AVENUE
RAPID CITY, SOUTH DAKOTA 57702
PH: (605) 791-1736
PROJECT AREA
SUMMIT COMPANIES
575 MINNEHAHA AVENUE WEST
ST. PAUL, MINNESOTA 55103
PH: (651) 251-1880
MORRISON-MAIERLE
2200 FOOTHILLS BLVD, SUITE A
GILLETTE, WYOMING 82716
PH: (307) 685-3780
/8
/2
:2
:1
P M
CONSTRUCTION DOCUMENTS
06/8/2022
REFLECTED CEILING PLANS LEVEL 2
AND 3
A1.31A
BUILDING 64 RENOVATION -
SHERIDAN VAMC
KZJS
SHERIDAN, WYOMING
SHERIDAN VAMC COR
15.2226.A17
1/8" = 1'-0"
REFLECTED CEILING PLAN LEVEL 2
1/8" = 1'-0"
REFLECTED CEILING PLAN LEVEL 3
General Notes:GENERAL NOTES:
Sheet Specific Notes:SHEET SPECIFIC NOTES:
1. ALL CEILING HEIGHTS 8'-0" UNLESS NOTED
OTHERWISE.
2. ALL EXPOSED WOOD ELEMENTS, NEW AND EXISTING,
SHALL BE PRIMED AND PAINTED, SEE SPECIFICATIONS.
3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
39 115
#1 UPS ADDITION 05/02/22
07-12 42" X 42" ACCESS HATCH WITH RETRACTABLE ACCESS
LADDER.
KEYNOTES:
11840
A2.05
A2.06
A2.05
A2.05
PORCH D
P106
1' - 3"
5' - 11"
10"
8' - 0"
NA
NB
NC
ND
N1
N2
03-02
06-12
05-10
D
C
B
A2.06
A2.06
A2.05 1
A2.05
PORCH
P101
A2.10
TYP
EXISTING WOOD
COLUMN SURROUND
TO BE REMOVED AND
REINSTALLED, PAINT
TO MATCH NEW
COLUMN SURROUNDS
1' - 6" 6' - 8 1/2" 1' - 0"
10' - 0"
/4
/4
/2
/4
08-41
03-02
03-10
127C
J
H
G
F
07-06
/3
03-10
05-01
06-12
05-02
06-12
05-10
03-03
A2.05
7 8
D
A2.06
A2.06
A2.05 3
A2.055
PORCH
P102
A2.10
TYP
11" 1' - 6" 8' - 6" 1' - 6" 11"
1/2" 1/2"
/4
/4
/2
07-06
13' - 4"
05-01
06-12
05-10
05-02
03-03
A2.057
D
C
B
A
A2.06
A2.06
A2.06
A2.05
A2.05
PORCH
P103
A2.10
TYP
1' - 0" 6'…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .