2226.17_Sheridan Bldg 64_Combined Submittal Set_updated_20220608_Part3.pdf

PDF 12 MB Posted

Attached to
Z2DA--666-18-103 (CON) B64 Follow on Renovation (VA-20-00091866)
Solicitation number
36C25922R0006
Issued by

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

File Type Posted
S06- 36C25922R0006 Amend 0019.docx DOCX document
S06- 36C25922R0006 Amend 0018.docx DOCX document
B64 Follow-on questions_update B.docx DOCX document
Statement of Work_Bldg. 64 Follow-On Renvovation_UPDATED.docx DOCX document
S06- B64 All 2nd Questions - Answers_Updated.docx DOCX document
B64 Follow-on questions_updated.docx DOCX document
SECTION 02 41 00 DEMOLITION.pdf PDF
Bid Schedule_updated.docx DOCX document
S06- 36C25922R0006 Amend 0017.docx DOCX document
02821319 Asbestos Floor Tile and Mastic Abatement.pdf PDF
Asbestos Survey.pdf PDF
S06- B64 All 2nd Questions - Answers.docx DOCX document
09 65 19 RESILIENT TILE FLOORING.pdf PDF
S06- 36C25922R0006 Amend 0016.docx DOCX document
2nd Site Visit Attendance.pdf PDF
2226.17_Sheridan Bldg 64_Combined Submittal Set_updated_20220608_Part2.pdf PDF
S06-36C25922R0006 Amend 0015.docx DOCX document
2226.17_Sheridan Bldg 64_Combined Submittal Set_updated_20220608_Part4.pdf PDF
2226.17_Sheridan Bldg 64_Combined Submittal Set_updated_20220608_Part1.pdf PDF
2226.17_Sheridan Bldg 64_Combined Submittal Set_updated_20220608_Part5.pdf PDF
SPEC COMBINED_FINAL_02JUN2022.pdf PDF
2nd Questions - Answers.docx DOCX document
S06-36C25922R0006 Amend 0014.docx DOCX document
Questions and Answers_updated.docx DOCX document
S06- 36C25922R0006 Amend 0013.docx DOCX document
S06- 36C25922R0006 Amend 0012.docx DOCX document
S06- 36C25922R0006 Amend 0011.docx DOCX document
S06- 36C25922R0006 Amend 0010.docx DOCX document
S06- 36C25922R0006 Amend 0009.docx DOCX document
S06- 36C25922R0006 Amend 0008.docx DOCX document
S06- 36C25922R0006 Amend 0007.docx DOCX document
S06- 2nd Site Visit Meeting Doc.docx DOCX document
S06- B64 Follow-On - Soliciation Site Visit 2 Attendance_11-22-2021.pdf PDF
S06- 36C25922R0006 Amend 0006.docx DOCX document
36C25922R0006 Amend 0005.docx DOCX document
09 06 00 SCHEDULE OF FINISHES 180105.pdf PDF
Questions and Responses.docx DOCX document
SPECIFICATIONS_SECTION 01 00 00 GENERAL REQUIREMENTS.pdf PDF
36C25922R0006 Amend 0004.docx DOCX document
36C25922R0006 Amend 0003.docx DOCX document
S04- Site Visit Meeting Doc.docx DOCX document
SECTION 01 00 00 GENERAL REQUIREMENTS.pdf PDF
36C25922R0006 0002.docx DOCX document
S04- B64 Follow-On - Soliciation Site Visit Attendance.pdf PDF
S06- 36C25922R0006_Amend 0001.docx DOCX document
36C25922R0006.zip ZIP file
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 .