S02_Attachment - DNC-810CM3030_Submission_BD_Revised Plan Sheets_Amendment 002.pdf

PDF 6 MB Posted Sep 15, 2023

Attached to: DAYTON NATIONAL CEMETERY: PIC/Admin Bldg, Repair Roads, & Replace Committal Shelter B
Solicitation number: 36C78623B0033
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 21, 2023

This package includes construction documents for renovations at the Dayton National Cemetery. The project involves upgrades to the administration building, replacing committal shelter B, and repairing roads. Key work includes installing new finishes, casework, signage and accessibility features in the administration and honor guard buildings. Site utilities will be improved with stormwater management upgrades and connecting to existing water and sewer lines. A new prefabricated storage shelter will be constructed. The project is solicited under solicitation number 36C78623B0033 issued by the Department of Veterans Affairs National Cemetery Administration.

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Other files

File	Type	Posted
S06_36C78623B0033 0004.pdf	PDF	Sep 15, 2023
S02_ Attachment - RFIs and Answers.docx	DOCX document	Sep 15, 2023
S02_Attachment - 090600SchedFinish.pdf	PDF	Sep 15, 2023
S06_36C78623B0033 0003.pdf	PDF	Sep 15, 2023
S02_Attachment - 087100DoorHardware.pdf	PDF	Sep 15, 2023
S02_Attachment - 2023-09-14-DNC Amendment Memo 002.pdf	PDF	Sep 15, 2023
S02_Attachment - 073113AsphaltShingles.pdf	PDF	Sep 15, 2023
S02_Attachment - Wage Determination dtd 9.01.2023 (Heavy and Highway).pdf	PDF	Sep 12, 2023
S06_36C78623B0033 0002.pdf	PDF	Sep 12, 2023
S02_Attachment - Site Visit Attendance Roster.pdf	PDF	Sep 12, 2023
S02_Attachment - Davis-Bacon Act Poster.pdf	PDF	Aug 25, 2023
S06_36C78623B0033 0001.pdf	PDF	Aug 25, 2023
S02_Attachment - DOL Payroll Form.pdf	PDF	Aug 25, 2023
S02_Attachment - Wage Determination dtd 8.04.2023 (Building).pdf	PDF	Aug 25, 2023
S02_Attachment - AE Amendment 001.pdf	PDF	Aug 25, 2023
S02_Attachment - Standard Form 1413.pdf	PDF	Aug 25, 2023
S02_36C78623B0033 (updated 8.25.2023).docx	DOCX document	Aug 25, 2023
S02_Attachment - Wage Determination dtd 8.04.2023 (Heavy and Highway).pdf	PDF	Aug 25, 2023
DNC-810CM3030_Submission_BD_Plans_Part2.pdf	PDF	Aug 17, 2023
DNC-810CM3030-Bid Docs SPECS_Vol I.pdf	PDF	Aug 17, 2023
DNC-810CM3030_Submission_BD_Plans_Part1.pdf	PDF	Aug 17, 2023
DNC-810CM3030-Bid Docs SPECS_Vol II.pdf	PDF	Aug 17, 2023
DNC-810CM3030_Submission_BD_Plans_Part4.pdf	PDF	Aug 17, 2023
36C78623B0033_2 Dayton IFB Final.docx	DOCX document	Aug 17, 2023
DNC-810CM3030_Submission_BD_Plans_Part3.pdf	PDF	Aug 17, 2023

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1.1

A.1

A.8

C.9

2.1 2.9

EQ EQ

E Q

EQ 5'-0" EQ

EXPOSED CEILING

ALUM. SOFFIT

MEN'S

WOMEN'S

HAC

CORRIDOR

MECH./ ELEC.

STAFF TOILET

LUNCH ROOM

STORAGE

CONFERENCE

ROOM

RECORDS

STORAGE

LOBBY

OFFICE

DIRECTOR'S

OFFICE

WORK

STATIONS

OPERATIONS

CORRIDOR

RECEPTION

STORAGE

CORRIDOR

1'-4"

BREEZEWAY

A.0

OFFICE

101A

GRAVE

LOCATOR RM.

9' - 6"

METAL

PANEL

10'-4"

ALUM. FASCIA

2.3 2.72.5 3 4

D.5

HAC

A.4

C.6

9' - 0"

ACT

2x2

12' - 0"

GWB

REFLECTED CEILING PLAN LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING HEIGHT

DESIGNATION (WHEN

HEIGHT VARIES FROM

TYPICAL)

FLUORESCENT

LIGHT FIXTURE

2'x4' SURFACE MOUNT

LED FIXTURE

EQ. A EQ. A

E Q

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

PENDANT

MOUNTED LIGHT

DOWN LIGHT

FIXTURE

CEILING CONTRACTOR TO MEASURE EACH CEILING AREA AND

ESTABLISH A CEILING LAYOUT TO BALANCE BORDER WIDTHS AT

OPPOSITE EDGES OF EACH ROOM. AVOID USE OF LESS-THAN 6"

TILES.

A.F.F.10' 6"

PERIMETER

RECESSED WALL

SLOT LIGHT FIXTURE

FIRE ALARM STROBE

FAA

FIRE ALARM

ANNUCIATOR

FIRE ALARM PULL

STATION

FIRE ALARM

STROBE LIGHT

HEAT DETECTOR

SMOKE DETECTOR

FIRE ALARM / HORN /

STROBE LIGHT - WALL

MOUNTED

FIRE ALARM / HORN /

STROBE LIGHT - CEILING

MOUNTED

SPRINKLER HEAD

2'x4' LAY-IN LED

RETURN GRILL

EXHAUST GRILL

DENOTES METAL PANEL

CEILING

CEILING HATCH

CONCRETE CAP

(VAULT IN HONOR GUARD BLDG)

# KEY NOTES:

Dwg of

SHEET NOTES:

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

R O

T S

N G

R O

T S

\2 2-

-N C

A -D

A Y

T O

C E

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

C K

S \8

-T T

M P

T Y

.D W

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 001

A-110

FIRST FLOOR REFLECTED CEILING

PLAN - ADMINISTRATION BLDG.

ACLCW 40 186JULY 28, 2023

BID DOCUMENTS

22-023

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRS

Scale: 1/4" = 1'-0"

FIRST FLOOR REFLECTED CEILING PLAN

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

N O

R T

H0 4 8 16

A. ALL CEILING AT 8'-0" AFF, UNO.

B. ALL SOFFITS AND BULKHEADS AT 7'-6" AFF, UNO.

C. CENTER DEVICES, DOWNLIGHTS, SPRINKLER

HEADS, HVAC GRILLS, ETC. IN CEILING TILES, UNO.

D. CENTER EXIT SIGNS OVER DOORS, UNO.

E. ALIGN FACE OF SOFFIT/BULKHEAD WITH FACE OF

PARTITION, UNO.

F. THE CONTRACTOR SHALL VERIFY THAT ACCESS

PANELS OF APPROPRIATE SIZE AND TYPE ARE

INSTALLED IN NON-ACESSIBLE TYPE CEILINGS

WHERE ACCESS, SERVICE, OR ADJUSTMENT TO

MECHANICAL, PLUMBING, OR ELECTRICAL ITEMS

MAY BE REQUIRED.

G. ACCESS PANELS ARE NOT PERMITTED IN SOFFITS

UNLESS SHOWN ON DRAWINGS. CHECK ALL

VALVES, FIRE DAMPERS, REHEAT BOXES, ETC. FOR

ACCESS POINTS. ARRANGE FIRE AND SMOKE

DAMPER ACCESS FROM NON-CORRIDOR SIDE.

H. PAINT CUT EDGES OF ACT TO MATCH CEILING TILE

WHERE EXPOSED TO VIEW.

I. CONTRACTOR TO REVIEW CEILING LAYOUT AS

SHOWN AND NOTIFY ARCHITECT OF ANY CONFLICTS

BEFORE PROCEEDING WITH CONSTRUCTION.

J. WHERE EXISTING SPACES ARE SCHEDULED TO

RECEIVE NEW PAINT, CONTRACTOR SHALL PATCH

AND REPAIR WALLS TO LEVEL 4 FINISH PRIOR TO

PAINTING.

K. WHERE EXISTING WALLS TO REMAIN HAVE UNEVEN

SURFACE DUE TO DEMOLITION OR OTHER

CONDITIONS, INSTALL 1/4" GYP BD OVER EXISTING

WALL AND FINISH TO LEVEL 4 FINISH.

1 PROVIDE 4" C-STUD FRAMING AT 16" O.C. AT

BOTTOM CHORD OF TRUSSES AND ONE LAYER

5/8" GWB TAPERED & PAINTED.

DRAWING ADDENDUM 09/13/2023(SHEET REISSUED)

24514

LICENSED

ARCHITECT

DocuSign Envelope ID: D0796BBE-4211-42B5-8633-76AF6E2E1EB6

9/14/2023

A B C D

K L

SHOP

PARTS

/TOOLS

MUD

ROOM

ENCLOSED

MAINTENANCE

BAYS

MECHANICAL

ROOM

WOMEN'S

LOCKER ROOM

& TOILET

MEN'S LOCKER

ROOM

TOILET/

SHOWER

LUNCH ROOM

VEST.

EXPOSED CEILING

9' - 0"

ACT

2x2

9' - 0"

GWB

MAINT.

BAY

ALUM. SOFFIT

9' - 0"

GWB

S L O

P E

EXISTING SLOPED

GWB CEILING

EXISTING SLOPED GWB SILL

@ CLERESTORY WINDOW

EXISTING CLERESTORY WINDOW

EXISTING SLOPED GWB CEILING

& LIGHT FIXTURES TO REMAIN.

GC TO VIF FIXTURES, SEE ALSO.

ELEC. DWGS.; RELOCATE AS

NECESSARY.

S L O

P E

EXISTING GWB

BULKHEAD TO REMAIN

S L O

P E

5.1

5.2

6.1

6.2

7.1

EXIST. CEILING AND LIGHT

FIXTURES TO REMAIN

E Q

A-312

9' - 0"

GWB

9' - 6"

GWB

9' - 6"

GWB

NEW ACT

EXISTING FAN TO

REMAIN

REFLECTED CEILING PLAN LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING HEIGHT

DESIGNATION (WHEN

HEIGHT VARIES FROM

TYPICAL)

FLUORESCENT

LIGHT FIXTURE

2'x4' SURFACE MOUNT

LED FIXTURE

EQ. A EQ. A

E Q

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

PENDANT

MOUNTED LIGHT

DOWN LIGHT

FIXTURE

CEILING CONTRACTOR TO MEASURE EACH CEILING AREA AND

ESTABLISH A CEILING LAYOUT TO BALANCE BORDER WIDTHS AT

OPPOSITE EDGES OF EACH ROOM. AVOID USE OF LESS-THAN 6"

TILES.

A.F.F.10' 6"

PERIMETER

RECESSED WALL

SLOT LIGHT FIXTURE

FIRE ALARM STROBE

FAA

FIRE ALARM

ANNUCIATOR

FIRE ALARM PULL

STATION

FIRE ALARM

STROBE LIGHT

HEAT DETECTOR

SMOKE DETECTOR

FIRE ALARM / HORN /

STROBE LIGHT - WALL

MOUNTED

FIRE ALARM / HORN /

STROBE LIGHT - CEILING

MOUNTED

SPRINKLER HEAD

2'x4' LAY-IN LED

RETURN GRILL

EXHAUST GRILL

DENOTES METAL PANEL

CEILING

CEILING HATCH

CONCRETE CAP

(VAULT IN HONOR GUARD BLDG)

NOT IN PROJECT SCOPE

Dwg of

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

R O

T S

N G

R O

T S

\2 2-

-N C

A -D

A Y

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

C K

S \8

-T T

M P

T Y

.D W

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 001

A-111

FIRST FLOOR REFLECTED CEILING

PLAN - EXIST. ADMINISTRATION BLDG.

ACLCW 41 186JULY 28, 2023

BID DOCUMENTS

22-023

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRS

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

Scale: 1/4" = 1'-0"

FIRST FLOOR REFLECTED CEILING PLAN

NORTH

0 4 8 16

A. ALL CEILING AT 8'-0" AFF, UNO.

B. ALL SOFFITS AND BULKHEADS AT 7'-6" AFF, UNO.

C. CENTER DEVICES, DOWNLIGHTS, SPRINKLER

HEADS, HVAC GRILLS, ETC. IN CEILING TILES, UNO.

D. CENTER EXIT SIGNS OVER DOORS, UNO.

E. ALIGN FACE OF SOFFIT/BULKHEAD WITH FACE OF

PARTITION, UNO.

F. THE CONTRACTOR SHALL VERIFY THAT ACCESS

PANELS OF APPROPRIATE SIZE AND TYPE ARE

INSTALLED IN NON-ACESSIBLE TYPE CEILINGS

WHERE ACCESS, SERVICE, OR ADJUSTMENT TO

MECHANICAL, PLUMBING, OR ELECTRICAL ITEMS

MAY BE REQUIRED.

G. ACCESS PANELS ARE NOT PERMITTED IN SOFFITS

UNLESS SHOWN ON DRAWINGS. CHECK ALL

VALVES, FIRE DAMPERS, REHEAT BOXES, ETC. FOR

ACCESS POINTS. ARRANGE FIRE AND SMOKE

DAMPER ACCESS FROM NON-CORRIDOR SIDE.

H. PAINT CUT EDGES OF ACT TO MATCH CEILING TILE

WHERE EXPOSED TO VIEW.

I. CONTRACTOR TO REVIEW CEILING LAYOUT AS

SHOWN AND NOTIFY ARCHITECT OF ANY CONFLICTS

BEFORE PROCEEDING WITH CONSTRUCTION.

J. WHERE EXISTING SPACES ARE SCHEDULED TO

RECEIVE NEW PAINT, CONTRACTOR SHALL PATCH

AND REPAIR WALLS TO LEVEL 4 FINISH PRIOR TO

PAINTING.

K. WHERE EXISTING WALLS TO REMAIN HAVE UNEVEN

SURFACE DUE TO DEMOLITION OR OTHER

CONDITIONS, INSTALL 1/4" GYP BD OVER EXISTING

WALL AND FINISH TO LEVEL 4 FINISH.

DRAWING ADDENDUM 09/13/2023(SHEET REISSUED)

24514

LICENSED

ARCHITECT

EQ EQ

E Q

EXPOSED CEILING

H06

LOCKER ROOM

H05

ADA CHANGE

ROOM

H11

TOILET

H01

LOUNGE

H03

VAULT

MECH /

ELEC

H07

H10

WORK

LEADER'S

OFFICE

H12

FOREMAN'S

OFFICE

H04

TOILET

H08

HR LINKS

H09

CORRIDOR

EQ EQ

H2H1

H08A

TELECOM.

CLOSET

A-302

ALUM. PANEL SOFFIT

REFLECTED CEILING PLAN LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING HEIGHT

DESIGNATION (WHEN

HEIGHT VARIES FROM

TYPICAL)

FLUORESCENT

LIGHT FIXTURE

2'x4' SURFACE MOUNT

LED FIXTURE

EQ. A EQ. A

E Q

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

PENDANT

MOUNTED LIGHT

DOWN LIGHT

FIXTURE

CEILING CONTRACTOR TO MEASURE EACH CEILING AREA AND

ESTABLISH A CEILING LAYOUT TO BALANCE BORDER WIDTHS AT

OPPOSITE EDGES OF EACH ROOM. AVOID USE OF LESS-THAN 6"

TILES.

A.F.F.10' 6"

PERIMETER

RECESSED WALL

SLOT LIGHT FIXTURE

FIRE ALARM STROBE

FAA

FIRE ALARM

ANNUCIATOR

FIRE ALARM PULL

STATION

FIRE ALARM

STROBE LIGHT

HEAT DETECTOR

SMOKE DETECTOR

FIRE ALARM / HORN /

STROBE LIGHT - WALL

MOUNTED

FIRE ALARM / HORN /

STROBE LIGHT - CEILING

MOUNTED

SPRINKLER HEAD

2'x4' LAY-IN LED

RETURN GRILL

EXHAUST GRILL

DENOTES METAL PANEL

CEILING

CEILING HATCH

CONCRETE CAP

(VAULT IN HONOR GUARD BLDG)

Dwg of

SHEET NOTES:

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

R O

T S

N G

R O

T S

\2 2-

-N C

A -D

A Y

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

C K

S \8

-T T

M P

T Y

.D W

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 001

A-112

FIRST FLOOR REFLECTED CEILING

PLAN - HONOR GUARD BLDG.

ACLCW 42 186JULY 28, 2023

BID DOCUMENTS

22-023

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRS

Scale: 1/4" = 1'-0"

FIRST FLOOR REFLECTED CEILING PLAN

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

NORTH

0 4 8 16

A. ALL CEILING AT 8'-0" AFF, UNO.

B. ALL SOFFITS AND BULKHEADS AT 7'-6" AFF, UNO.

C. CENTER DEVICES, DOWNLIGHTS, SPRINKLER

HEADS, HVAC GRILLS, ETC. IN CEILING TILES, UNO.

D. CENTER EXIT SIGNS OVER DOORS, UNO.

E. ALIGN FACE OF SOFFIT/BULKHEAD WITH FACE OF

PARTITION, UNO.

F. THE CONTRACTOR SHALL VERIFY THAT ACCESS

PANELS OF APPROPRIATE SIZE AND TYPE ARE

INSTALLED IN NON-ACESSIBLE TYPE CEILINGS

WHERE ACCESS, SERVICE, OR ADJUSTMENT TO

MECHANICAL, PLUMBING, OR ELECTRICAL ITEMS

MAY BE REQUIRED.

G. ACCESS PANELS ARE NOT PERMITTED IN SOFFITS

UNLESS SHOWN ON DRAWINGS. CHECK ALL

VALVES, FIRE DAMPERS, REHEAT BOXES, ETC. FOR

ACCESS POINTS. ARRANGE FIRE AND SMOKE

DAMPER ACCESS FROM NON-CORRIDOR SIDE.

H. PAINT CUT EDGES OF ACT TO MATCH CEILING TILE

WHERE EXPOSED TO VIEW.

I. CONTRACTOR TO REVIEW CEILING LAYOUT AS

SHOWN AND NOTIFY ARCHITECT OF ANY CONFLICTS

BEFORE PROCEEDING WITH CONSTRUCTION.

J. WHERE EXISTING SPACES ARE SCHEDULED TO

RECEIVE NEW PAINT, CONTRACTOR SHALL PATCH

AND REPAIR WALLS TO LEVEL 4 FINISH PRIOR TO

PAINTING.

K. WHERE EXISTING WALLS TO REMAIN HAVE UNEVEN

SURFACE DUE TO DEMOLITION OR OTHER

CONDITIONS, INSTALL 1/4" GYP BD OVER EXISTING

WALL AND FINISH TO LEVEL 4 FINISH.

DRAWING ADDENDUM 09/13/2023(SHEET REISSUED)

24514

LICENSED

ARCHITECT

1.12.12.9

STANDING SEAM METAL

ROOFING

CONT. ALUMINUM

GUTTER

ALUM. FASCIA

METAL PANEL SIDING

WITH 4" BANDS

FACE BRICK VENEER

CAST STONE

36" Ø VENT

LOUVER

ALUM. FASCIA

METAL PANEL SIDING WITH

4" BANDS

FACE BRICK VENEER

CAST STONE

ALUMINUM WINDOW

STANDING SEAM

METAL ROOFING

CONT. ALUMINUM

GUTTER

TPO ROOFING &

COPING

W3 W3 W3

W2GRAVE LOCATOR

ALUM. DOWNSPOUT

RIDGE CAP

2.32.7 2.534

L-4

12"

A-301

A-310

CONTROL JOINT (C.J.) C.J.

1.1 2.1 2.9

STANDING SEAM METAL

ROOFING W/ RIDGE CAP

CONT. ALUMINUM

GUTTER

ALUM. FASCIA

METAL PANEL SIDING

WITH 4" BANDS

FACE BRICK VENEER

CAST STONE

STANDING SEAM

METAL ROOFING

CONT. ALUMINUM

GUTTER

ALUM., FASCIA

METAL PANEL SIDING

WITH 4" BANDS

FACE BRICK VENEER

CAST STONE

36" Ø VENT LOUVER

ALUMINUM WINDOW

TPO ROOFING &

COPING & ALUM.

FASCIA

W2 W2 W2 W2

CAST STONE

ALUMINUM WINDOW

GRAVE LOCATOR

ALUM. DOWNSPOUT

2.3 2.72.5 3 4

12"

A-301 _____ 2

A-312

A.1 A.8 C.9

STANDING SEAM

METAL ROOFING W/

RIDGE CAP

CONT. ALUMINUM

GUTTER

ALUM. FASCIA

METAL PANEL SIDING

WITH 4" BANDS

FACE BRICK VENEER

CAST STONE

36" Ø VENT LOUVER

BARGE BD.

W2 ALUM. DOWNSPOUT

A.0 C D.5

L-1

A.4 C.6

A-301

FIRST FLOOR

ROOF LEVEL

12' - 0"

A.8 C.9

ROOF DRAIN AND

OVERFLOW

COMBINATION

ALUM. PANEL SOFFIT

ALUM. FASCIA

TPO ROOFING

FLASHING

1/4" / 12" 1/4" / 12"

8" C-JOIST @ 48" O.C.

9' - 6"

1.5" METAL DECKING

CA.4 C.6

123 121 122

A-301 _____2

A-310

L-4

A.1A.8C.9

STANDING SEAM

METAL ROOFING

CONT. ALUMINUM GUTTER

AND DOWNSPOUT

ALUM. FASCIA

METAL PANEL SIDING

WITH 4" BANDS

FACE BRICK VENEER

CAST STONE

30" Ø VENT LOUVER

BARGE BD.

TPO ROOFING AND

FLASHING @ CONNECTOR

CONT. ALUMINUM

GUTTER O/ FASCIA BD.

GRAVE LOCATOR

W3 W3 W3

RIDGE CAP

A.0CD.5

12"

A.4C.6

A-301

A-310

FIRST FLOOR

ROOF LEVEL

12' - 0"

A.8

CONT. ALUMINUM

GUTTER &

DOWNSPOUT

ALUM. FASCIA

METAL PANEL SIDING

WITH 4" BANDS

FACE BRICK VENEER

CAST STONE

STANDING SEAM METAL ROOFING

TPO ROOF & COPING

12"

C.6

A-301 _____ 2

A-310

Dwg of

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

R O

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\2 2-

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Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 001

A-201

EXTERIOR ELEVATIONS -

ADMINISTRATION BLDG.

ACLCW 43 186JULY 28, 2023

BID DOCUMENTS

22-023

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRS

Scale: 1/4" = 1'-0"

EAST ELEVATION - ADMIN. BLDG.

Scale: 1/4" = 1'-0"

WEST ELEVATION - ADMIN. BLDG.

Scale: 1/4" = 1'-0"

NORTH ELEVATION - ADMIN. BLDG.

Scale: 1/4" = 1'-0"

RESTROOMS NORTH ELEVATION

Scale: 1/4" = 1'-0"

SOUTH ELEVATION - ADMIN. BLDG.

Scale: 1/4" = 1'-0"

RESTROOM SOUTH ELEVATION

DRAWING ADDENDUM 09/13/2023

24514

LICENSED

ARCHITECT

1. REFERENCE ROOM FINISH SCHEDULE , FINISH MATERIAL LEGEND AND SPECIFICATION 09 06 00 SCHEDULE OF

FINISHES FOR MORE INFORMATION.

2. REFERENCE REFLECTED CEILING PLAN FOR ADDITIONAL CEILING INFO.

3. PREPARE ALL FLOOR AND WALL CONSTRUCTION, NEW AND/OR EXISTING, TO RECEIVE NEW FINISHES IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDED INSTALLATION METHODS AND MATERIALS FOR ALL

FINISHES.

4. PRIOR TO INSTALLATION OF NEW FINISHES, CONTRACTOR SHALL INSPECT ALL SUBSTRATES. IF A SUBSTRATE IS DEEMED UNACCEPTABLE, THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO RECTIFY THE SITUATION OR CONTACT THE COR WITH THE CONCERN. PROCEEDING WITH THE INSTALLATION OF FINISHES

WILL BE INDICATION THAT THE INSTALLER / FINISHER ACCEPTS CONDITION OF SUBSTRATE.

5. USE MANUFACTURER'S RECOMMENDED INSTALLATION METHODS AND MATERIALS FOR ALL FINISHES.

6. ALL NECESSARY TILE FLOORING UNDERLAYMENT TO BE PROVIDED AND INSTALLED BY FLOORING CONTRACTOR. ALL SETTING AND UNDERLAYMENT SYSTEMS TO BE FROM SAME MANUFACTURER AND

APPROVED BY FLOORING MANUFACTURER.

7. ALL FLOORING TRANSITIONS SHALL COMPLY WITH ADA GUIDELINES. FLOORING CONTRACTOR TO SUBMIT A DIAGRAM SHOWING FLOORING TRANSITION LOCATIONS FOR DESIGNERS APPROVAL PRIOR TO INSTALLATION.

8. ALL FLOOR TRANSITIONS BETWEEN DISALIKE MATERIALS SHALL BE ANODIZED ALUMINUM METAL TRIM AND TO

BE LOCATED AT CENTERLINE OF DOOR WHEN IN CLOSED POSITION

9. ALL OUTSIDE AND INSIDE CORNERS OF WALL TILE SHALL BE ANODIZED ALUMINUM METAL TRIM.

10. ALL TRANSITIONS BETWEEN WALL AND FLOOR TILE SHALL BE ANODIZED COVE ALUMINUM METAL TRIM

STRAIGHT, INSIDE AND OUTSIDE CORNERS.

11. ALIGN FLOORING TRANSITIONS WITH FINISH BASE EXCEPT AT DOORS, UNLESS NOTED OTHERWISE.

12. FLOOR FINISHES ARE TO EXTEND UNDER NEW BUILT-IN CABINETS.

13. FINISH LEVEL OF GYP. BD. WALLS AND SOFFITS TO BE LEVEL 4, UNLESS NOTED OTHERWISE.

14. ALL PAINTED WALLS TO BE PAINTED P-1, UNLESS NOTED OTHERWISE.

15. ALL GYP. BOARD CEILINGS TO BE PAINTED P-1, UNLESS NOTED OTHERWISE.

16. ALL PAINTED SURFACES SHALL RECEIVE A MINIMUM OF (1) ONE BASE COAT AND (2) TWO FINISH COATS.

17. PAINTED SHEEN LEVEL TO BE SATIN/EGG-SHELL FOR ALL WALLS, U.N.O. SHEEN FOR ALL WET AREA WALLS, METAL DOORS AND METAL FRAMES TO BE SEMI-GLOSS.

18. PAINT ALL EXISTING AND NEW HOLLOW METAL DOORS AND WINDOWS FRAMES IN SCOPE OF WORK P-5.

19. PAINT ALL EXPOSED METAL SURFACES, SUCH AS GRILLES, ACCESS PANELS, AND FIRE EXTINGUISHER

CABINETS, ETC. WITH PAINT TO MATCH ADJACENT SURFACE.

20. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED P-5.

21. REFER TO SHEET I-501 FOR INTERIOR DETAILS FOR FLOOR TRANSITIONS AND OTHER DETAILS.

22. CAULK AROUND ALL NEW WINDOW SILLS, DOORS, WINDOWS.AND NEW FINISHES AROUND ELEVATORS.

23. PAINT ALL SIDES OF GYPSUM BOARD BULKEHAD SAME COLOR. PAINT P-1 UNLESS NOTED OTHERWISE.

EXTEND THE SDT-1 IN THE TELECOM ROOMS UNDER DOOR TO THE CORRIDOR WITH A METAL TRANSITION

BETWEEN NEW AND EXISTING. PROVIDE METAL FLOOR TRANSITION BETWEEN ALL TELECOM ROOM FLOORING

AND ADJACENT FLOORING.

24. THE CONTRACTOR SHALL INSTALL WINDOW FILM ON ANY EXPOSED OR ENCLOSED WINDOWS WITHIN THE

TELECOM SCOPE OF WORK.

25. PLYWOOD BACKER BOARD IN TELECOM ROOMS SHALL BE PAINTED WITH (2 COATS) OF FIRE RETARDANT

PAINT AND SHALL MATCH P-1 COLOR. LEAVE ONE STAMP ON PLYWOOD EXPOSED.

1. ALL CORNER GUARDS TO BE FROM TOP OF BASE TO CEILING (EDIT PER HEIGHT PER PROJECT).

2. PROVIDE BLOCKING IN WALLS FOR ALL CHAIR RAILS, CRASH RAILS, HAND RAILS AND BUMPER RAILS.

3. TYPICAL HIGH IMPACT WALLCOVERING HEIGHT IS 4'-0"H IN ROOMS AND CORRIDORS ARE 3’-0”H, U.N.O.

4. SEE TYPICAL DETAIL SECTIONS ON SHEET I-501.

4. HOLD BACK HANDRAIL AND BUMPER RAIL 2" FROM CORNER GUARDS AND DOOR FRAMES.

5. HANDRAIL NOT TO BE BEHIND DOORS WITH CLOSERS AND START HANDRAIL 6" AWAY FROM START OF

DOOR WHEN OPEN.

6. STANDARD HIGH IMPACT WALLCOVERING (SHEET) TO BE .040” THICKNESS FOR DRYWALL APPLICATIONS

AND .060” THICKNESS FOR BRICK/CMU.

7. SEE SPECIFICATION 09 06 00 SCHEDULE OF FINISHES FOR MATERIALS AND FINISHES.

ABBREVIATION LEGEND

CG: CORNER GUARD

HR: HANDRAIL

HIW: HIGH IMPACT WALLCOVERING

BR: BUMPER RAIL

CHR: CHAIR RAIL

1. REFER TO G002 FOR STANDARD MOUNTING HEIGHTS AND BLOCKING. REFER TO EQUIPMENT DRAWINGS FOR LOCATIONS AND ADDITIONAL DIMENSIONS. PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT, CASEWORK, MILLWORK AND WALL PROTECTION AS REQUIREMENT BY MANUFACTURER'S REQUIREMENTS FOR INSTALLATION.

2. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, TEL-COM AND LOW VOLTAGE DRAWINGS FOR ADDITIONAL

REQUIRED UTILITY CONNECTIONS AND LOCATIONS.

3. FURNITURE, FIXTURES AND EQUIPMENT SHOWN ON PLANS AND SCHEDULES ARE FOR

COORDINATION AND SPACIAL PURPOSES ONLY, NOT TO BE USED FOR ACTIVATION PURCHASING

4. REFER TO SHEETS I-431 THRU 434 FOR ENLARGED TOILET ROOMS.

5. REFER TO REFLECTED CEILING PLANS FOR CEILING MOUNTED EQUIPMENT LOCATIONS .

6. SEE ENLARGED EQUIPMENT PLANS ON SHEETS I-421 THRU 422

7. SEE EQUIPMENT SCHEDULES ON SHEETS I-601 FOR SPECIFICS ON EQUIPMENT BY ROOM.

8. ITEM TAGS INCLUDE ACQUISITION AND INSTALLATION RESPONSIBILITIES (ACQ.), DENOTED AS FOLLOWS:

EQUIPMENT SCHEDULE LEGEND

1. "VV" = VA FURNISHED & VA INSTALLED

2. "VC" = VA FURNISHED & CONTRACTOR INSTALLED

3. “CC" = CONTRACTOR FURNISHED & CONTRACTOR INSTALLED

PLASTIC LAMINATE CASEWORK GENERAL NOTES

THE FOLLOWING NOTES ARE SPECIFIC TO CASEWORK AND ARE IN ADDITION TO THE GENERAL FINISH NOTES.

1. FIELD VERIFY ALL CASEWORK AND SHELVING DIMENSIONS.

1. PROVIDE WALL BRACKET SUPPORTS AT 36" O.C. MAX. TO SUPPORT COUNTERTOP CONTINUING AT KNEE SPACE.

2. USE 2-1/2" DIAMETER GROMMETS WHERE GROMMETS ARE INDICATED AT 3’-0” O.C. AT ALL KNEE SPACES.

3. PROVIDE FINISHED END PANEL AT EXPOSED CASEWORK ENDS AND BACKS AS NEEDED. PANEL TO MATCH PLASTIC LAMINATE, STAINLESS STEEL OR MELAMINE FINISH, BASED ON CABINET TYPE. WHEN FILLER PANELS ARE REQUIRED AT BOTH ENDS OF CASEWORK TERMINATION, BOTH FILLER PANELS SHALL BE EQUAL WIDTH, UNLESS OTHERWISE NOTED.

4. ADD FILLER PANEL AS NEEDED AT CABINETS, WARDROBES, DRAWERS, APPLIANCES, ETC. TO ENSURE FULL DOOR SWING AND DRAWER OPERATION. PROVIDE FILLER PANELS AND TRIM WHERE EQUIPMENT IS LOCATED

WITHIN CABINETS.

5. ALL COUNTERTOPS TO BE SOLID SURFACE WITH POST FORM PROFILE WITH 1/2" RADIUS AT EXPOSED CORNERS.

ALL COUNTERTOPS ARE 1 1/2" THICK WITH 4" HIGH BACK/SIDE SPLASHES UNLESS NOTED OTHERWISE. ALL JOINTS IN COUNTERTOPS, SPLASHES AND CURBS SHALL ALIGN AND BE SMOOTH. PROVIDE END SPLASH AT SIDES WHEN COUNTERTOP IS ADJACENT TO WALL. COUNTERTOPS AND SIDE/BACKSPLASHES TO BE INTEGRAL.

ALL EDGES TO BE EASED THAT ARE EXPOSED.

6. ALL COUNTERTOPS TO EXTEND 1" BEYOND FRONT OF CABINET DOOR FACE.

7. ALL WALL CABINETS TO BE 15"D OUT TO OUT UNLESS NOTED OTHERWISE. PROVIDE LIGHT VALANCES WHERE

UNDERCABINET LIGHTS ARE PROVIDED.

8. ALL WALL CABINETS TO HAVE SLOPE TOPS UNLESS A BULKHEAD IS PRESENT.

9. ALL SHELVING SHOWN WITH DASHED LINES IN ELEVATIONS TO BE ADJUSTABLE.

10. ALL BASE CABINETS TO BE 23" DEEP WITH 24” DEEP COUNTERTOP INCLUDING BACKSPLASH UNLESS NOTED

OTHERWISE.

11. PROVIDE AN APRON AT ALL KNEE SPACES & SINKS, U.N.O. PROVIDE 30" WIDE (MIN. x 27" HIGH (MIN.) CLEAR OPEN

SPACE UNDER EACH ADA ACCESSIBLE SINK.

12. PROVIDE SHEET METAL BLOCKING IN WALL CAVITIES FOR ITEMS THAT ARE REQUIRED TO BE SECURED TO THE WALLS. REFERENCE MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY DRAWINGS. COORDINATE WITH

FURNITURE SUPPLIER WHERE APPROPRIATE.

13. SEE SHEET I-202 FOR TYPICAL CABINET SECTIONS.

1. CONTRACTOR TO COORDINATE THE TEXT OF SIGN INSERTS WITH COR. COR TO GIVE

FINAL APPROVAL OF ALL SIGNAGE TEXT, DESIGN AND LOCATIONS. ALL SIGNAGE TO MEET VA NCA SIGNAGE

GUIDELINES TO MEET INSTALLATION HEIGHTS.

2. SIGNS TO MATCH VAMC DAYTON CEMETARY CAMPUS SIGNAGE STANDARDS. COLORS TO BE DETERMINED BY

FACILITIES.

3. ALL SIGNAGE SHALL BE CONTRACTOR FURNISHED AND INSTALLED U.N.O.

4. PERMANENT ROOM SIGNAGE MUST INCLUDE RAISED LETTERS AND BRAILLE AND MEET ADA GUIDELINES.

5. IF WALL SPACE IS NOT AVAILABLE FOR SIGNAGE ON LATCH SIDE OF DOOR PER MOUNTING STANDARDS, SIGNS

SHALL BE INSTALLED PER CURRENT ADA STANDARDS ON NEAREST ADJACENT WALL.

6. ALL EXISTING SIGNAGE IN DEMOLISHED AREAS TO BE TURNED INTO CEMETARY DIRECTOR. NO SIGNAGE TO BE

DISCARDED BY CONTRACTOR.

MOUNTING LEGEND

WM = WALL MOUNTED

DM = DOOR MOUNTED

FM = FLAG MOUNTED

BM = BULKHEAD MOUNTED

CM= CEILING MOUNTED

Dwg of

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

R O

T S

N G

R O

T S

\2 2-

-N C

A -D

A Y

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

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S \8

-T T

M P

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.D W

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 001

I-001R

GENERAL NOTES, ABBREVIATIONS

AND ROOM FINISH SCHEDULE

KLCEMD 57 186JULY 28, 2023

BID DOCUMENTS

22-023

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRS

FINISH ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

AP ACOUSTIC WALL PANEL

BR BUMPER RAIL

CC CUBICLE CURTAIN

CR CRASH RAIL

CHR CHAIR RAIL

CG CORNER GUARD

CJ CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CON CONCRETE FLOORING

CR CARD READER

CPT CARPET

DG DOOR FRAME GUARD

EG END WALL GUARD

EF EPOXY FLOORING

EP EPOXY PAINT

EX EXISTING

EXJ EXPANSION JOINT

EXP EXPOSED

FRP FIBERGLASS REINFORCED PANELS

G GROUT

GYP GYPSUM WALL BOARD

HR HAND RAIL

HIW HIGH IMPACT WALLCOVERING

LF LINEAR FEET (FOOT)

LVT LUXURY VINYL TILE

MTL METAL

MISC MISCELLANEOUS

NA NOT APPLICABLE

P PAINT

PFIN PREFINISHED

PL PLASTIC LAMINATE

PT PORCELAIN TILE

PTB PORCELAIN TILE BASE

RB RUBBER BASE

RES RESINOUS FLOORING

RESB RESINOUS FLOORING BASE

RP RESIN PANEL SYSTEM

SC SEALED CONCRETE

SDT STATIC DISSAPATIVE TILE

SF SQUARE FEET (FOOT)

SHC SHOWER CURTAIN

SS SOLID SURFACE

SST STAINLESS STEEL

TP TOILET PARTITION

TYP TYPICAL

UFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

WSF WELDED SHEET FLOORING

WSFB WELDED SHEET FLOORING BASE

WF WINDOW FILM

WP WALL PROTECTION

WS WINDOW SHADE

ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS CEILING

REMARKSEAST NORTH SOUTH WEST FINISH

ADMINISTRATION BUILDING

100 LOBBY WOC-1 RB-1 P-1 - P-1 P-1 ACT-1

101 RECEPTION LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

101A GRAVE

LOCATOR RM.

LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

102 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

103 OFFICE CPT-1 RB-1 P-1 P-2 P-1 P-1 ACT-1

104 OFFICE CPT-1 RB-1 P-1 P-3 P-1 P-1 ACT-1

105 DIRECTOR'S

OFFICE

CPT-1 RB-1 P-1 P-4 P-1 P-1 ACT-1

106 STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

107 MECH./ ELEC. SEALED

CONCRETE

RB-1 P-1 P-1 P-1 P-1 EXPOSED

STRUCTURE

108 STAFF TOILET PT-1 TRIM PT-2 PT-2 PT-2 PT-2 ACT-1

109 HAC WSF-1 WSFB-1 HIW-1/EP-1 HIW-1/EP-1 HIW-1/EP-1 HIW-1/EP-1 ACT-1 HIW-1 @ 3'-8"H

110 STAFF TOILET PT-1 TRIM PT-2 PT-2 PT-2 PT-2 ACT-1

111 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

112 LUNCH ROOM LVT-1 RB-1 P-1 P-1 P-2 P-1 ACT-1

113 RECORDS

STORAGE

LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

114 STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

115 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

116 WORK

STATIONS

LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

117 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

118 OPERATIONS WSF-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

119 TR SDT-1 RB-1 P-6 P-6 P-6 P-6 EXPOSED

STRUCTURE

120 CONFERENCE

ROOM

LVT-1 RB-1 P-1 P-1 P-1 P-4 ACT-1

121 HAC WSF-1 WSFB-1 HIW-1/EP-1 HIW-1/EP-1 HIW-1/EP-1 HIW-1/EP-1 GYP-1 HIW-1 @ 3'-8"H

122 WOMEN'S PT-1 PTB-1 PT-2 PT-2 PT-2 PT-2 GYP-1

123 MEN'S PT-1 PTB-1 PT-2 PT-2 PT-2 PT-2 GYP-1

EXISTING ADMIN BUILDING

108 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

109 WOMEN'S

LOCKER ROOM

& TOILET

PT-1 PTB-1 PT-2 PT-2 PT-2 PT-2 GYP-1

110 LUNCH ROOM LVT-1 RB-1 P-1 P-1 P-1 P-1 EXPOSED SLOPED

GWB CEILING

111 MUD ROOM RES-1 RESB-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-1/GYP-1 FRP-1, FULL HEIGHT ALL WALLS IN MUD

ROOM

112 PARTS /TOOLS SEALED

CONCRETE

RB-1 P-1 P-1 P-1 P-1 EXPOSED CEILING,

EXISTING GWB

BULKHEAD TO

REMAIN

124 TOILET/

SHOWER

RES-1 RESB-1 EP-1 EP-1 EP-1 EP-1 GYP-1

125 MEN'S LOCKER

ROOM

WSF-1 WSFB-1 P-1 P-1 P-1 P-1 GYP-1

126 VEST. WOC-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

1302B EQUIP. STO. 1 WSF-1 WSFB-1 P-1 P-1 P-1 P-1 ACT-1

1302C EQUIP. STO. 2 WSF-1 WSFB-1 P-1 P-1 P-1 P-1 ACT-1

HONOR GUARD BUILDING

H01 LOUNGE LVT-1 RB-1 P-1 P-4 P-1 P-1 GYP-1

H02 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 GYP-1

H03 VAULT LVT-1 RB-1 P-1 P-1 P-1 P-1 GYP-1

H04 TOILET PT-1 RB-1 PT-2 PT-2 PT-2 PT-2 GYP-1

H05 ADA CHANGE

ROOM

WSF-1 WSFB-1 P-1 P-1 P-1 P-1 GYP-1

H06 LOCKER ROOM WSF-1 WSFB-1 P-1 P-1 P-1 P-1 ACT-1

H07 MECH / ELEC SEALED

CONCRETE

RB-1 P-1 P-1 P-1 P-1 EXPOSED

STRUCTURE

H08 HR LINKS CPT-1 RB-1 P-1 P-3 P-1 P-1 ACT-1

H08A TELECOM.

CLOSET

SDT-1 RB-1 P-6 P-6 P-6 P-6 ACT-1

H09 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

H10 WORK

LEADER'S

OFFICE

CPT-1 RB-1 P-2 P-1 P-1 P-1 ACT-1

H11 TOILET PT-1 PTB-1 PT-2 PT-2 PT-2 PT-2 ACT-1

H12 FOREMAN'S

OFFICE

CPT-1 RB-1 P-1 P-1 P-5 P-1 ACT-1

FINISH GENERAL NOTES

WALL PROTECTION GENERAL NOTES

EQUIPMENT GENERAL NOTES

SIGNAGE GENERAL NOTES

Scale: No Scale

SIGNAGE DETAILS

DRAWING ADDENDUM 09/13/2023

24514

LICENSED

ARCHITECT

DocuSign Envelope ID: 51161433-2019-45B2-B646-8FF00F896EAD

REF.

1.1

A.1

A.8

C.9

2.1 2.9

GRAVE

LOCATOR

A.0

2.3 2.72.5 3 4

D.5

A.4

C.6

MECH./

ELEC.

STAFF

TOILET

108 HAC

STAFF

TOILET

STORAGE

DIRECTOR'S

OFFICE

RECEPTION

GRAVE

LOCATOR

RM.

101A

LOBBY

MEN'S

WOMEN'S

CONFERENCE

ROOM

WORK

STATIONS

CORRIDOR

RECORDS

STORAGE

LUNCH

ROOM

OPERATIONS

CORRIDOR

I-201

HAC

# KEY NOTES:

Dwg of

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

R O

T S

N G

R O

T S

\2 2-

-N C

A -D

A Y

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

C K

S \8

-T T

M P

T Y

.D W

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 001

I-101R

FIRST FLOOR FINISH, SIGNAGE, AND

WALL PROTECTION PLAN -

ADMINISTRATION BLDG.

KLCEMD 58 186JULY 28, 2023

BID DOCUMENTS

22-023

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRS

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

N O

R T

H0 4 8 16

1 CG-1, PROVIDE AND INSTALL FULL HEIGHT

CORNER GUARD

2 PAINT P-2

3 PAINT P-3

4 PAINT P-4

5 PRIMARY ROOM IDENTIFICATION SIGNAGE -

EXTERIOR GRADE

6 SECONDARY ROOM IDENTIFICATION

SIGNAGE - EXTERIOR GRADE

7 GRAVE SITE LOCATOR SIGNAGE - EXTERIOR

GRADE, COORDINATE WITH DAYTON

CEMETARY DIRECTOR ON VERBAGE

8 SECONDARY ROOM IDENTIFICATION

SIGNAGE

9 PRIMARY ROOM IDENTIFICATION SIGNAGE

10 RESTROOM (UNISEX) ADA IDENTIFICATION

SIGNAGE

11 WOC-1 TO LVT-1 TRANSITION

Scale: 1/4" = 1'-0"

FIRST FLOOR FINISH AND WALL PROTECTION PLAN -

ADMINISTRATION BLDG.

DRAWING ADDENDUM 09/13/2023

24514

LICENSED

ARCHITECT

I-431R1D

I-431R 1F

ADA

CHANGE

ROOM

H05

LOCKER

ROOM

H06

A5145

A1080

A1030M

A1030MA1030MA1030M

A1030M

A1030MA1030MA1030MA1030MA1030MA1030MA1030MA1030MA1030MA1030MA1030MA1030M

A1030M

U0005

F3200

A1030MA1030MA1030M

U0005

F3200

A1030MA1030MA1030M A1030MA1030M A1030MA1030MA1030MA1030MA1030MA1030M A1030MA1030M A1030MA1030MA1030M A1030MA1030MA1030MA1030M

A1030MA1030MA1030MA1030MA1030MA1030MA1030M

A5145 A5145

U0005

A1080

I-431R2D

STAFF

TOILET

A5075

A1067 A5082

F2010

A5109

A5200

A5090

A5145 U0020

A1067

A5082

A5109

A5200 A5090

U0020

A5145

# KEY NOTES:

Dwg of

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

R O

T S

N G

R O

T S

\2 2-

-N C

A -D

A Y

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

C K

S \8

-T T

M P

T Y

.D W

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 001

I-431R

ENLARGED TOILET PLANS AND

ELEVATIONS

KLCEMD 68 186JULY 28, 2023

BID DOCUMENTS

22-023

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRS

1 METAL COVE TRANSITION FLOOR TO WALL

TILE

2 PT-2, PORCELAIN TILE

3 WSFB-1, WELDED SHEET FLOOR BASE

4 EP-1, EPOXY PAINT

6 RESB-1, RESINOUS INTEGRAL COVE BASE

Scale: 1/2" = 1'-0"

ENLARGED LOCKER ROOM - H06 / ADA CHANGE ROOM -

H05

Scale: 1/2" = 1'-0" 1A

LOCKER ROOM - H06 - NORTH

Scale: 1/2" = 1'-0" 1B

LOCKER ROOM - H06 - EAST

Scale: 1/2" = 1'-0" 1C

LOCKER ROOM - H06 - SOUTH

Scale: 1/2" = 1'-0" 1D

LOCKER ROOM - H06 - WEST

Scale: 1/2" = 1'-0" 1F

ADA CHANGE ROOM - H05 - EAST

Scale: 1/2" = 1'-0" 1G

ADA CHANGE ROOM - H05 - SOUTH

Scale: 1/2" = 1'-0"

ENLARGED STAFF TOILET - 110

Scale: 1/2" = 1'-0" 2A

STAFF TOILET - 110 - NORTH

Scale: 1/2" = 1'-0" 2B

STAFF TOILET - 110 - EAST

Scale: 1/2" = 1'-0" 2C

STAFF TOILET - 110 - SOUTH

Scale: 1/2" = 1'-0" 2D

STAFF TOILET - 110 - WEST

NORTH

0 4 8 16

N O

R T

H0 4 8 16

DRAWING ADDENDUM 09/13/2023

24514

LICENSED

ARCHITECT

MEN'S

LOCKER

ROOM

TOILET/

SHOWER

I-432R

I-432R1D

1F1H

I-2018

A5145

U0004U0004U0004 U0004U0004U0004

U0004

U0004 U0004

A5082

A1067

A5075

A1067

A5082

F2010

A5170

A5200

A5030

A5110M

A5200

U0021

A5145

U0004U0004 U0004U0004

A5145

U0004

M126A

U0021

TOILET/ SHOWER 124

U0004 U0004 U0004 U0004

U0004 U0004U0004 U0004 U0004 U0004U0004 U0004 U0004 U0004 U0004

A5170

A5030

MEN'S LOCKER ROOM 125

A5145 A5145A5082

A5170A5170

A5110M A5110M

A5030A5030

A5109

A5200

A1067 A1067A5075 A5082A5082

A5109

A5200

# KEY NOTES:

Dwg of

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

R O

T S

N G

R O

T S

\2 2-

-N C

A -D

A Y

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

C K

S \8

-T T

M P

T Y

.D W

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 001

I-432R

ENLARGED TOILET PLANS AND

ELEVATIONS

KLCEMD 69 186JULY 28, 2023

BID DOCUMENTS

22-023

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRS

1 METAL COVE TRANSITION FLOOR TO WALL

TILE

2 PT-2, PORCELAIN TILE

3 WSFB-1, WELDED SHEET FLOOR BASE

4 EP-1, EPOXY PAINT

6 RESB-1, RESINOUS INTEGRAL COVE BASE

Scale: 1/2" = 1'-0"

ENLARGED MEN'S LOCKER - 125 / TOILET / SHOWER - 124

Scale: 1/2" = 1'-0" 1A

MEN'S LOCKER - 125 - NORTH

Scale: 1/2" = 1'-0" 1B

MEN'S LOCKER - 125 - EAST

Scale: 1/2" = 1'-0" 1C

MEN'S LOCKER - 125 - SOUTH

Scale: 1/2" = 1'-0" 1D

MEN'S LOCKER - 125 - WEST

Scale: 1/2" = 1'-0" 1E

TOILET / SHOWER - 124 - NORTH

Scale: 1/2" = 1'-0" 1F

TOILET / SHOWER - 124 - EAST

Scale: 1/2" = 1'-0" 1G

TOILET / SHOWER - 124 - SOUTH

Scale: 1/2" = 1'-0" 1H

TOILET / SHOWER - 124 - WEST

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

NORTH

0 4 8 16

DRAWING ADDENDUM 09/13/2023

24514

LICENSED

ARCHITECT

W W

ST ST ST ST

W W

LP#308

LP#309

LP#304

LP#305

LP#306

LP#311

LP#312

LP#315

ES x

ESx

xST

ST ST

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF CLEARING

/ GRADING

LIMITS OF CLEARING /

GRADING

LIMITS OF CLEARING

/ GRADING

LIMITS OF CLEARING /

GRADING

LIMITS OF CLEARING /

GRADING

PR. RETAINING WALL W/ RAILING

(SEE SHEETS CG112 & CG113 FOR DETAILS)

PR. RETAINING WALL W/ RAILING

(SEE SHEETS CG112 & CG113 FOR DETAILS)

FOREBAY 1

FOREBAY 2

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

EXTENDED

DETENTION

POND

FOREBAY 3

15" HDPE

EX. 12" RCP

18" HDPE

15" HDPE15" HDPE

24" HDPE

15" HDPE

24" HDPE

15" HDPE

EX.

8" SAN SEW

EX. 24" SAN SEW

8" SAN SEW

8" S

EX. 24" SAN SEW

4" SAN LAT EX. 8" SAN SEW

. 8"

SS6" SAN

LAT

44 43

W x

12+

14+00

12'

' DIP WL

18" HDPE

15" HDPE

EX. 12" CLAY

EX1

. 2

. 2 4"

33.96'-6" PVC @ 7.07%

12.09'-6" PVC @ 3.31%

C/O INV.=903.00INV.=905.40

INV.=905.40

C/O INV.=905.34

INV.=905.40

C/O INV.=905.10

5.19'-6" PVC @ 1.16%

22.25'-6" PVC

@ 1.08%9.29'-6" PVC @ 3.23%

8.83'-6" PVC @ 10.19%

8.58'-6" PVC @ 12.81%

32.99'-6" PVC

@ 1.21%

C/O INV.=904.30

INV.=905.40

C/O INV.=904.70 INV.=905.40

C/O INV.=905.10

INV.=905.40

33.14'-6" PVC @ 1.21%

8.58'-6" PVC @ 8.15%

9.95'-6" PVC @ 3.01%

10' TYPE C

ROCK RIP-RAP

EX. 18" CLAY

18"

HDPE

2A1C

1B1A

18" HDPE

" H

. 1

2'' W

18" HDPE

EX. 18" HDPE 18" HDPE

1111A11B 12" RCP CL IV

FIELD CONNECT INTO PIPE

INV.=900.05

12'

' DIP WL

34.61'-6" PVC

@ 12.27%

. 2

SWM1

45A

12" RCP CL IV

12" HDPE

EX. 12" CLAY

10' TYPE C

ROCK RIP-RAP

2.5" SERVICE LINE

2'' SERVICE

LINE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

Fil e P ath : G

:\P

\33

-1

1 D

4.D

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

AMENDMENT DRAWING 001 09-13-20231

CU101R

SITE UTILITY PLAN

MD RPP

KEY NOTE LEGEND

KEY MAP

(NOT TO SCALE)

2 3 4 5

6 7 8

KEY NO. DESCRIPTION

1 ODOT CATCH BASIN #6

DETAIL/PG.

2 ODOT CATCH BASIN #2A

3 STORM SEWER MANHOLE

SANITARY SEWER MANHOLE5

WATERLINE BEND6

WATER SERVICE CONNECTION7

FIRE HYDRANT

4 ADS END SECTION

REPLACE STORM SEWER LINE. NEW LINE TO BE SAME

DIAMETER PIPE AND HAVE SAME INVERTS AS

REMOVED LINE.

CONNECT TO EX. 12" WATER LINE10

LOWER RIM OF EXISTING STORM STRUCTURE TO ELEVATION

898.50. REPLACE COVER WITH INLET FRAME AND GRATE.11

POND OUTLET STRUCTURE12

STORM CLEANOUT13

AutoCAD SHX Text

EX. BUILDING 8,939 SF (HT=20.0')

AutoCAD SHX Text

EX. BUILDING 2,356 SF (HT=20.0')

AutoCAD SHX Text

EX. SHED 103 SF

AutoCAD SHX Text

EX. SHED 78 SF

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

OIL TANK

AutoCAD SHX Text T

AutoCAD SHX Text

RIM=911.02

AutoCAD SHX Text (35930)

AutoCAD SHX Text

(35901) RIM=912.90

AutoCAD SHX Text

(35902) RIM=912.88

AutoCAD SHX Text

(35903) RIM=898.67

AutoCAD SHX Text

RIM=898.57

AutoCAD SHX Text (35904)

AutoCAD SHX Text

RIM=907.56

AutoCAD SHX Text (35905)

AutoCAD SHX Text

RIM=907.56

AutoCAD SHX Text (35906)

AutoCAD SHX Text

RIM=914.68

AutoCAD SHX Text (35908)

AutoCAD SHX Text

RIM=916.29

AutoCAD SHX Text (35913)

AutoCAD SHX Text

(35914) RIM=916.18

AutoCAD SHX Text

RIM=916.13

AutoCAD SHX Text (35915)

AutoCAD SHX Text

RIM=901.61

AutoCAD SHX Text (35925)

AutoCAD SHX Text

RIM=905.63

AutoCAD SHX Text (35927)

AutoCAD SHX Text

RIM=911.00

AutoCAD SHX Text (45923)

AutoCAD SHX Text

RIM=913.12

AutoCAD SHX Text (45931)

AutoCAD SHX Text

RIM=913.08

AutoCAD SHX Text (45932)

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

CABLE BOX

AutoCAD SHX Text

SHUT-OFF VALVE

AutoCAD SHX Text

ELEC BOX

AutoCAD SHX Text

6' BRICK WALL

AutoCAD SHX Text

RIM=914.24

AutoCAD SHX Text (35304)

AutoCAD SHX Text

RIM=913.50

AutoCAD SHX Text (35305)

AutoCAD SHX Text

VLT

AutoCAD SHX Text

VLT

AutoCAD SHX Text

RIM=

AutoCAD SHX Text (20683)

AutoCAD SHX Text

VLT

AutoCAD SHX Text

RIM=

AutoCAD SHX Text (20687)

AutoCAD SHX Text

VLT

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

RIM=914.12

AutoCAD SHX Text (35911)

AutoCAD SHX Text S

AutoCAD SHX Text

(35912) RIM=914.27

AutoCAD SHX Text S

AutoCAD SHX Text

RIM=912.91

AutoCAD SHX Text (45592)

AutoCAD SHX Text

AutoCAD SHX Text 912.42

AutoCAD SHX Text

FFE

AutoCAD SHX Text 912.42

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.33

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.35

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.26

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.32

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.30

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.68

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.76

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.20

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.24

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.33

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.80

AutoCAD SHX Text

FFE

AutoCAD SHX Text

WISCONSIN AVE

AutoCAD SHX Text

NEW MEXICO PL

AutoCAD SHX Text

HAWAII PL

AutoCAD SHX Text

WISCONSIN AVE

AutoCAD SHX Text

WISCONSIN AVE

AutoCAD SHX Text

MCMAHON AVE

AutoCAD SHX Text

W THIRD ST

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text APPROX. POTENTIAL LOCATION OF BURIED STORM STRUCTURE & PIPE LINE CONNECTION (PER KZF INCORPORATED, JOB NO. 810CM3012, DATED: 6/30/98)

AutoCAD SHX Text

RIM=898.38

AutoCAD SHX Text (36024)

AutoCAD SHX Text

ADMIN BUILDING

AutoCAD SHX Text

1-STORY SLAB= 907.40 ±3,738 G.F.A.

AutoCAD SHX Text

HONOR GUARD BUILDING

AutoCAD SHX Text

1-STORY SLAB= 908.40 ±1,534 G.F.A.

AutoCAD SHX Text

COVERED SHED

AutoCAD SHX Text

SLAB= S.O.G ±588 G.F.A.

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 30'

AutoCAD SHX Text

EX. BUILDING 2,435 SF (HT=20.0')

AutoCAD SHX Text

EX. BUILDING 8,939 SF (HT=20.0')

AutoCAD SHX Text

EX. BUILDING 2,356 SF (HT=20.0')

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

OIL TANK

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text

35121 FMON

AutoCAD SHX Text

35122 FMON

AutoCAD SHX Text

35150 FMON

AutoCAD SHX Text

103 FMON

AutoCAD SHX Text

101 FMON

AutoCAD SHX Text

35325 FMON

AutoCAD SHX Text

102 SMON

AutoCAD SHX Text

1 CP SIR

AutoCAD SHX Text

CU561

AutoCAD SHX Text

CU561

AutoCAD SHX Text

CU562

AutoCAD SHX Text

CU501

AutoCAD SHX Text

CU531

AutoCAD SHX Text

CU531

AutoCAD SHX Text

CU531

AutoCAD SHX Text

CU562

AutoCAD SHX Text

CJ501

AutoCAD SHX Text

CU562

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

Fil eP ath :G

:\P

\33

-1

\C U5

W G

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

AMENDMENT DRAWING 001 09-13-20231

CU562R

STORM SEWER DETAILS

6" Ø PVC STORM DRAIN

6" PVC RISER

6" PVC 45° WYE

AND FITTING

HEAVY DUTY CAST IRON

FRAME & COVER

6" PVC

SCREW CAP

18" DIA. x 6" THICK

CONCRETE COLLAR

1 2

46 SF

STORAGE

CAST-IN-PLACE

CONCRETE SLAB

PERIMETER

MANUFACTURED STONE

VENEER O/ CONCRETE

COLUMN

BENCH SEATING

CONCRETE SLAB CONTROL JOINTS

A-301

6'-0" 4'-0" 6'-0"

2'-0" 4'-8" 20'-0" 12'-8"

2'-0" 6'-0" 17'-4" 6'-0" 8'-0"

4'-8" 1'-4"

ROOF OVERHANG

1'-1" 5'-10" 1'-1"

M .O

1'-4" 4'-8"

SEE SITE PLAN FOR

CONTINUATION

SEE SITE PLAN FOR

CONTINUATION

A-301

A-201

39'-4"

REFLECTED CEILING PLAN LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING HEIGHT

DESIGNATION (WHEN

HEIGHT VARIES FROM

TYPICAL)

FLUORESCENT

LIGHT FIXTURE

2'x4' SURFACE MOUNT

LED FIXTURE

EQ. A EQ. A

E Q

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

PENDANT

MOUNTED LIGHT

DOWN LIGHT

FIXTURE

CEILING CONTRACTOR TO MEASURE EACH CEILING AREA AND

ESTABLISH A CEILING LAYOUT TO BALANCE BORDER WIDTHS AT

OPPOSITE EDGES OF EACH ROOM. AVOID USE OF LESS-THAN 6"

TILES.

A.F.F.10' 6"

PERIMETER

RECESSED WALL

SLOT LIGHT FIXTURE

FIRE ALARM STROBE

FAA

FIRE ALARM ANNUCIATOR

FIRE ALARM PULL STATION

FIRE ALARM

STROBE LIGHT

HEAT DETECTOR

SMOKE DETECTOR

FIRE ALARM / HORN /

STROBE LIGHT - WALL

MOUNTED

FIRE ALARM / HORN /

STROBE LIGHT - CEILING

MOUNTED

SPRINKLER HEAD

2'x4' LAY-IN LED

2'X2' ACT CEILING

EXHAUST GRILL

DENOTES WOOD FINISH

CEILING

CEILING HATCH

CONCRETE CAP

(ADA CHANGE ROOM IN

HONOR GUARD BLDG)

SUSPENDED FAN

1 2

4" / 12"

ASPHALT SHINGLE ROOFING

CONTINUOUS ALUMINUM

GUTTER O/ FASCIA BD.

E RIDGE

ALLE

A-301

20'-0"

4'-8" 4'-8"

A-301

4" / 12"

1 2

ASSEMBLY

SPACE

STORAGE

SUSPENDED FAN

RECESSED CAN LIGHTING

HSS COLUMN STRUCTURE

MANUFACTURED STONE VENEER O/

CMU COLUMN WALL

BEAM STRUCTURE

(ABOVE ENCLOSURE)

ALUM. VENTED SOFFIT

ENGINEERED SYNTHETIC

WOOD SYSTEM

EXTERIOR GRADE

PLYWOOD

A-301

9' - 8"

ACT

2x2

9' - 10"

9' - 8"

8' - 8"

9' - 10"

BEAM ENCLOSURE +8' - 8"

REINFORCEMENT -

SEE STRUCTURAL

8" CMU LINTEL - SEE

STRUCTURAL

DOOR & FRAME -

SEE SCHEDULE

CAULK BOTH

SIDES (TYP)

GROUT FRAME

SOLID

SEE DOOR

SCHEDULE

ASHLAR STONE

MASONRY

1" AIR SPACE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

8" CMU, FULLY

GROUTED

DOOR & FRAME - SEE

SCHEDULE

REINFORCEMENT - SEE

STRUCTURAL

GROUT FRAME

SOLID

BULLNOSE

CORNERS - TYPICAL

ASHLAR STONE

MASONRY

1" AIR SPACE

S E

E S

C H

E D

U L E

SCHEDULE

SEE

SCHEDULE

SEE

2" 2"

SCHEDULE

SEE

S E

E S

C H

E D

U L E

Dwg of

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

R O

T S

N G

R O

T S

\2 2-

-N C

A -D

A Y

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

C K

S \8

-T T

M P

T Y

.D W

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518)…

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 Sep 15, 2023.