Amended Bid Documents NCA Submittal Full Package with Amendments 002.1 - 7 of 8.pdf

L1 0' - 0"

L2 12' - 0"

Roof Level 18' - 5 9/32"

F8 A-103

L1 0' - 0"

L2 12' - 0"

Roof Level 18' - 5 9/32"

7'

- 0

" 10

3/

"17

L1 0' - 0"

L2 12' - 0"

Roof Level 18' - 5 9/32"

14 14

F8 A-103

L1 0' - 0"

L2 12' - 0"

Roof Level 18' - 5 9/32"

7'

- 0

"10

3/

7/19/24

00404366CO

LO

RADO L ICENSED

A RC H I T ECT

SE

AN

M. F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration Design and

Construction Service U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs

\d an ia .h ab bo ub \V

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C A

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A-201

New Maintenance Building New Work Elevations

1/4" = 1'-0" B2 North Elevation New Work

1/4" = 1'-0" C2 East Elevation New Work

1/4" = 1'-0" E2 South Elevation New Work

1/4" = 1'-0" F2 West Elevation New Work

ELEVATIONS NEW WORK KEYNOTESELEVATIONS NEW WORK KEYNOTES

Type Mark Keynote

14 REPAINT AND RESEAL ALL EXTERIOR DOOR FRAMES

15 REPLACE ALL SEALANTS ON ALL EXTERIOR WINDOWS

16 CLEAN OUT GUTTERS AND DOWNSPOUTS AND ADD

GUTTER SCREENS

17 NEW 10'X15' CMU BUILDING WITH A SHED ROOF

18 CLEAN AND RESEAL ALL EXTERIOR CMU WALLS

20 HAZARDOUS MATERIALS BUILDING IDENTIFICATION SIGN

31 INSTALL NEW 12"X12" LOUVERS FOR THE NEW

HERBICIDE AND PESTICIDE STORAGE

39 INSTALL NEW GUTTERS AND DOWNSPOUTS DISCHARGE

TO SPLASH BLOCK. SEE DETAIL F6/A-502

0' 2' 4' 8' 16'

1/4"=1'-0"

45Revisions: Date:

L1

0' - 0"

L2

12' - 0"

L1

0' - 0"

L2

12' - 0"

L1

0' - 0"

L2

12' - 0"

19A-202

B4

L1

0' - 0"

L2

12' - 0"

L1

0' - 0"

L2

12' - 0"

L1

0' - 0"

L2

12' - 0"

L1

0' - 0"

L2

12' - 0"

L1

0' - 0"

ARMY MARINE NAVY

AIR

FORCE

SPACE

FORCE

COAST

GUARD

18" 18" 18" 18" 18" 18"

1'

/8

4'

/4

EQ EQ EQ EQ EQ

B8

A-202

1/

2"

4" 6" 4"

1'

1/

8"

7/19/24

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T EC

T

S

EA

N

M. F ITZPATR

IC

K

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

4101&LEB-NEW2

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI

Project Management

Construction Management

Engineering

02/12/2025 Sheet of 84

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

C U s e rs \D a n ia

H a b b o u b \V a li

C o o p e r In te rn a ti o n a l\ V

A N

C A

L e b a n o n

N C

F C

A I m p ro v e m e n ts

D o c u m e n ts

\a W o rk

F ile s \4

B id

D o c s \1

P la n s \C

A D

\C o m m it ta l S h e lt e r.

rv t

/1

/2

:1

:1

P

M

A-202

Committal shelter and Rostrum Elevations

1/4" = 1'-0" D1

South Elevation

1/4" = 1'-0" F1

West Elevation

1/4" = 1'-0" F4

East Elevation New Work

1/4" = 1'-0" B1

North Architectural Building Elevation

ELEVATION KEYNOTES

Type Mark Keynote

6 CLEAN GUTTERS AND DOWNSPOUTS AND

ADD GUTTER GUARDS

7 REPAINT ALL STRUCTURAL STEEL

8 DEMO 5 SEALS

9 INSTALL 6 SEALS. SEE DETAILS

D1&E1/A-502

10 ADD A STUD AND METAL BACKING PANEL

OVER THE STONE FOR MOUNTING THE

SEALS

11 NEW HANDRAILS. SEE DETAIL C6/A-106

12 REPLACE ALL STEEL GUARDRAILS WITH NEW

TO MATCH EXISTING

18 CLEAN ENTIRE CONCRETE STRUCTURE. FIX

ALL CRACKS AND DAMAGED AREAS.

RE-PARGE ENTIRE STRUCTURE TO MATCH

EXISTING FINISH

19 STRIP AND PAINT CASKET HOLDER

1/4" = 1'-0" D4

East Elevation Demo

1/4" = 1'-0" D8

East Elevation Demo

1/4" = 1'-0" E8

Rostrum North Elevation

1/2" = 1'-0" B4

Service Wall Elevation

1" = 1'-0"A-202

B8 Section 2

TEMPORARY SHELTER:

1. CONTRACTOR SHALL PROVIDE A TEMPORARY SHELTER

DURING ACTIVITES THAT PREVENT SERVICES FROM BEING

PERFORMED AT THE EXISTING SHELTER.

• SHELTER SHALL BE A MINIMUN OF 14'X14'.

• CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY

SECURING SHELTER.

2. CONTRACTOR SHALL COORDINATE THE TEMPORARY SHELTER

LOCATION WITH CEMETERY STAFF.

3. CONTRACTOR SHALL PROVIDE A FUNCTIONING SOUND

SYSTEM FOR THE TEMPORARY SHELTER CONSISTING OF THE

FOLLOWING:

• 4-OHM WEATHER RESISTANT SPEAKERS (OWI TRP470 OR

APPROVED EQUAL).

• TAPS PLAYER (MACKENZIE LABORATORIES MINIMAC 2 OR

APPROVED EQUAL)

• POWER TO ALLOW OPERATION FOR AT LEAST TWO

HOURS.

2.1

2.1

Revisions: Date:

AMENDMENT 002.1 02/12/2025

7/ 19/ 24

4"

MIN

LE

SS

T H

AN

4" C

LE

AR

4" DISTANCE

TO CURB EDGE

4"

G U

AR

D R

AI

L

H

EI

G H T

3' -0 " A

FF

FIRST FLOOR

0' - 0"

SECOND FLOOR

10' - 8 1/2"

ROOF LEVEL

19' - 4 1/2"

FIRST FLOOR

0' - 0"

SECOND FLOOR

10' - 8 1/2"

ROOF LEVEL

19' - 4 1/2"

FIRST FLOOR

0' - 0"

A-301 D6

C6 A-301

C6 A-301

1' - 0"1' - 0"

1' 0"

1' 0"

3"3"

3"3"

3"3"

61 69

FIRST FLOOR

0' - 0"

F1 A-301

F1 A-301

M

IN

M

IN6"6"8 3/4"8 3/4"6"6"

6"6" 72

7/19/24

00404366CO

LO

RADO L ICENSED

A RC H I T ECT

SE

AN

M. F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs

\d an ia .h ab bo ub \V

C I\V

A N

C A

Le ba no n

N C

F C

A Im pr ov em en ts

D oc um en ts \a

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Bi d_

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Pl an s\ C

AD

\A dm in b ui ld in g.

rv t 7/

/2

:4

2:

A M

A-301

Ramp& Stair Sections, Elevations and Details

1/4" = 1'-0" C1 Ramp East Elevation

1/4" = 1'-0" E1 Ramp South Elevation

RAMP VIEWS NEW WORK KEYNOTESRAMP VIEWS NEW WORK KEYNOTES

Type Mark Keynote

60 INSTALL 1:12 SLOPE CONCRETE RAMP, 3' WIDTH,

36" RISE WITH RAILING

61 CONCRETE SLAB TO ALIGN WITH ENTRANCE

LEVEL . POUR IN-PLACE CONCRETE OVER THE

EXISTING SLAB TO LEVEL WITH ENTRANCE. SEE

D6/A-301 FOR DOWELING AND REINFORCEMENT.

63 CONNECT RAMP TO EXISTING CONCRETE

SIDEWALK.

64 PROVIDE ABA COMPLIANT DOOR SILL

65 INSTALL DOOR OPENER SYSTEM.

66 #4 REBAR @ 1'-0" EW REBAR HORIZ BARS IN TO

ADJACENT WALL

67 INSTALL NEW CAST-IN-PLACE CONCRETE

STAIRS

68 #4 NOSING BAR, 1" CLEAR TYP.

69 INSTALL NEW STEEL RAILING. SEE DETAIL

F6/A-301

70 COMPACT EXCAVATED SOIL

71 8"D X 16"W CONT CONC FOOTING

72 MORTAR NET AND FLASHING WEEPS @ 36" O.C.

73 EXISTING CONCRETE SLAB

74 FACE BRICK TO MATCH ADMIN BUILDING

ELEVATIONS

75 ADJUSTABLE BRICK TIES-16" O.C. HORIZ& 24"

O.C.VERT.

76 PIPE 1.5" DIAMETER STANDARD HANDRAIL

77 1/2" DIAMETER STEEL PICKETS SPACED NO

LESS THAN 4" BETWEEN

78 WELD 3/16 (TYP.)

79 1 1/2" OD SCHED. 40 PIPE RAILS& POSTS (TYP.)

80 4-1/2"X4" EPOXY ANCHORS

81 4" SQUARE 1/2" THICK PLATE

82 #3 ADHESIVE DOWEL @18" O.C. W/2"

EMBEDMENT INTO SLAB

83 #4 CONT

84 WWF

85 #4 REBAR@ 12" O.C.

1/4" = 1'-0" F1 Section 3

1/2" = 1'-0" D6 Section 3 - Callout 1

1/2" = 1'-0" C6 Section 4

D8 3D View 7

F8 3D View 15

1" = 1'-0" F6 Steel Railing Details

Revisions: Date:

FIRST FLOOR

0' - 0"

2' /2

2' /2

2' 4"

2' 4"

1' 6"

1' 6"

FIRST FLOOR

0' - 0"

2' /2

2' /2

1' 4"

1' 4"

2' 6"

2' 6" 39

A5

A6

A7

19 2021

A2 A1

A4

40 4143

A3 A6

A7

SOLID

SURFACE TOP

CONT BASE

7"7" 5"5"

2' - 0"2' - 0" 1"1"

3"3"

FIXED PLAM PANEL

TO MATCH

DRAWERS

BASE PER

SCHEDULE

SINK PER SCHED.

SEE PLUMBING

DRAWING

OVERLAY DOOR

R

EF

IN

T

EL

EV

R

EF

IN

T

EL

EV

1/ 2"

1/ 2"

1/ 2"

1/ 2"

SOLID

SURFACE

BACKSPLASH

4"4" 4"4"

CLG SYSTEM PER SCHED

CABINET DOOR - FINISH

MATRL PER SCHED

CABINET BACK

BOT/SOFFIT @ 7'-0"

AFF (UNO)

FRT 1x CLEAT

VERIFYVERIFY 3/4"3/4"

1/ 2" M

AX

1/ 2" M

AX

SCRIBE TO SOFFIT

CONT 2 1/2x2 1/2"

CORNER REINF

GWB

2 1/2" MTL STUD SOFFIT

FRAMING @ 16" OR 24" OC

20GA STUD TRACK

FACE/PTN

SCRIBE

1"1"

4" U N O

4" U N O

SOLID SURFACING

CNTR TOP ON 3/4"

SUBSTRATE

FACE OF CAB DR

1"1"

PROVIDE DBL LAYER

SUBSTRATE TOP @

SPANS

3'-6" OR GREATER AND @

BRKT SUPPORTED TOPS

FACE OF

WALL

CNTR DEPTH 2'-1", UONCNTR DEPTH 2'-1", UON

1/ 2" 1/ 2"

3/8" RAD EDGE

TYP

FIN CLG - ELEV

VARIES

ADJUSTABLE

SHELF

OVERLAY

DOOR

BACK PANEL GLUED

TO RABBETTED END,

TOP, & BOT PANELS

SHELF CLIP HOLES

GWB @ PTN - USE

20 GA STUDS

WHERE WALL CABS

SCHEDULED

2"2" 2"2"

MTL BLKG @ CONT

CLEAT-TYP

2"2"

1' - 3"1' - 3"

R

EF

IN

T

EL

EV

R

EF

IN

T

EL

EV DRAWER PANEL

BASE PER

SCHEDULE

SUBTOP MTRL

VARIES W/ TOP

SPAN

CONT BASE

7"7" 5"5"

2' - 0"2' - 0" 1"1"

ADJ SHELF

1/ 2"

1/ 2"

1/ 2"

1/ 2"

GWB @ PTN -

USE

20 GA STUDS

WHERE WALL

CABS

SCHEDULED

PROVIDE FIXED

PANEL ON BOTH

SIDES

3"3"

R

EF

IN

T

EL

EV

R

EF

IN

T

EL

EV

4"4"

1/8":12" (1.04%) SLOPE TO DRAIN

MIRROR

FAUCET, SEE PLUMBING

SOLID SURFACE

COUNTERTOP WITH EASED

EDGE AND BACK SPLASH

PROVIDE INSULATION

AT EXPOSED PIPE

UNDERMOUNT SINK

3"X2 1/2"X1/4" "L" ANGLE

ATTACHED TO DOUBLE BOXED

STUD W/ 1/4" DIA. MACHINE BOLT

STANDARD NUT& WASHER

SEALANT ALL AROUND

AT BOTH ANGLE LEGS

1' -9 " T

YP

1' -9 " T

YP

2' -1 0" T

YP

2' -1 0" T

YP

7/19/24

00404366CO

LO

RADO L ICENSED

A RC H I T ECT

SE

AN

M. F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs

\d an ia .h ab bo ub \V

C I\V

A N

C A

Le ba no n

N C

F C

A Im pr ov em en ts

D oc um en ts \a

W or kF ile s\ 4_

Bi d_

D oc s\ 1_

Pl an s\ C

AD

\A dm in b ui ld in g.

rv t 7/

/2

:4

2:

A M

A-401

Administration Building Enlarged Views

1/2" = 1'-0" C1 Kitchen North Interior Demo Elevation

1/2" = 1'-0" C3 Kitchen West Interior Demo Elevation

1/2" = 1'-0" E1 Kitchen North Interior New Work Elevation

1/2" = 1'-0" E3 Kitchen West Interior New Work Elevation

DEMO KEYNOTES ENLARGED VIEWSDEMO KEYNOTES ENLARGED VIEWS

Type Mark Keynote

15 REMOVE AND DISPOSE OF PLUMBING FIXTURES

16 REMOVE AND DISPOSE OF CABINETS

17 REMOVE AND DISPOSE OF COUNTER TOP

18 REMOVE AND DISPOSE OF APPLIANCES

19 REMOVE AND DISPOSE OF PARTITION

20 REMOVE AND DISPOSE OF LIGHT FIXTURES

21 REMOVE AND DISPOSE OF MIRROR

25 REMOVE TOILET ACCESSORIES

NEW WORK KEYNOTES ENLARGED VIEWSNEW WORK KEYNOTES ENLARGED VIEWS

Type Mark Keynote

36 INSTALL NEW PLUMBING FIXTURES. SEE DETAIL

E9/A-401

37 INSTALL NEW PREMANUFACTURED WOOD CABINETS

38 INSTALL NEW APPLIANCES

39 INSTALL NEW SOLID SURFACE COUNTER TOP. SEE

F5/A-401

40 INSTALL NEW MIRROR. SEE DETAIL F9/A-501

41 INSTALL ABA COMPLIANT GRAB BARS

43 REPLACE LIGHT FIXTURES

54 INSTALL NEW TOILET ACCESSORIES

1/2" = 1'-0" C6 Restroom 102A Demo Elevation

1/2" = 1'-0" E6 Restroom 102A New Work Elevation

1/2" = 1'-0" C7 Bathroom 204 Interior Demo Elevation

1/2" = 1'-0" E7 Bathroom 204 Interior New Work Elevation

1" = 1'-0" F1 Cabinet Base with Sink

3" = 1'-0" F3 Cabinet GWB Soffit Detail

3" = 1'-0" F5 Cabinet Top Solid Surface

1" = 1'-0" F7 Cabinet Upper

RESTROOM ACCESSORIES SCHEDULERESTROOM ACCESSORIES SCHEDULE

Type Mark Description Manufacturer

A1 1-1/4" DIA. STAINLESS STEEL GRAB BARS,

42"

A2 1-1/4" DIA. STAINLESS STEEL GRAB BARS,

36"

A3 1-1/4 DIA. STAINLESS STEEL VERTICAL

GRAB BAR, 12

A4 24"X36" RECESSED MIRROR

A5 22 inch x 34 inch Oval Mirror

A6 WALL MOUNTED SOAP DISPENSER

A7 RECESSED HAND TOWEL ROLL DISPENSER

1" = 1'-0" F8 Base Cabinet- Open Shelf

12" = 1'-0" E9 Lavatory Detail

FIRE

EXTINGUISHER

9"

4' - 0"

ADA MAX

FEC SURFACE MOUNTED

FIRE

EXTINGUISHER

CABINET

5_

" TYPE X GWB

PLAN

ELEVATION SECTION

FIRE EQUIPMENT

SIGN

LOCK-PROVIDED

BY MANUF.

RECESSED PULL,

(OPTIONAL)

7' - 0"

BOTTOM OF SIGN

FIRE ALARM STROBE -

REFER TO ELEC.

4 1/4"

1"

7/ 8"

2'

- 0

1/ 4"

1'

- 1

/4

3'

- 9

/8

MAX

10 1/8"

4'-0" FIELD VERIFY

4"

1' - 6 3/8"

6 1/2" 2 1/4"

1' - 1 7/8"

4 1/4"

MAX

3'

- 1

2'-

7" F

IE

LD

V

ER

IF

Y

NEW WOOD NEWEL POST.

FINISHED AND BACK PRIMED

AND PAINTED REDWOOD.

GALVANIZED METAL POST BASE W/STAND OFF PLATE

ANCHORED TO NEW CONCRETE PAVEMENT.

EXISTING CONCRETE

STEPS TO REMAIN

GALVANIZED METAL

POST BASE W/STAND OFF

PLATE ANCHORED TO

EXISTING CONCRETE

2" 3"

1/

2"

1/ 2"

2"

6"

8'

- 0

/2

3'

- 1

/8

1'

- 0

GALVANIZED METAL

POST BASE W/STAND

OFF PLATE ANCHORED

TO EXISTING CONCRETE

NEW WOOD NEWEL POST.

FINISHED AND BACK PRIMED

AND PAINTED REDWOOD.

1/

2"

11 1/2" 7"

7"

NEW REDWOOD

NEWEL POST CAP.

5 3/4"

1/

4" 3/

4" 3/

4"

1"

2 3/4"

3/

4" 7/

8"

REDWOOD SINGLE

PIECE BOTTOM RAIL.

PREP, PRIME AND PAINT.

1-INCH SQUARE REDWOOD

PICKETS, AT 5" O.C. PREP,

PRIME AND PAINT.

REDWOOD

HANDRAIL. PREP,

PRIME AND PAINT.

1/8" DRIP EDGE.

4 1/2"

1/

2" 3/

4" 3/

4"

6 6 6

(3) 2X6 RIPPED TO

4 1/2" LENGTH

NEW BUILT-UP WOOD

COLUMN WITH BACK PRIMED

PAINTED CLEAR REDWOOD

1/

4" 3/

4" 1"

3/

8"

1/ 2"

1/

8"

5/ 8"

1/

2"

1/ 8"

3/ 8"

1/

2" 2"

3" 7/8"

NEW 4X8 WOOD PLASTERS WITH

WOOD TRIM, TO MATCH COLUMN

DETAILS. PREP, PRIME AND PAINT.

P02

4" STUD / GYP CMU / GYP

W12

8" CMU WALL, PAINTED

5/8" TYPE 'X' GYPSUM BOARD 5/8" TYPE 'X' GYPSUM BOARD

CEILING ON STEEL ROOF

TRUSSES, SEE STRUCTURAL

4" STEEL STUDS @ 16" O.C.,

SEE STRUCTURAL

5/8" TYPE 'X' GYPSUM BOARD

5"

SCHEDULED PARTITION

BACKING PLATE TYPE B

TYP TOP & BOT

MIRROR

CONTINUOUS HEAVY-DUTY

ALUM "J" CLIP, TYP TOP & BOT

SECURE "J" CLIP TO

BACKING WITH #10 SMS AT

12 " OC

REFER TO ELEVATIONS FOR

MOUNTING HEIGHTS

3/4"3/4" AS SCHEDAS SCHED

FACE OF WALL

C SYMM ABOUT AT BACK-TO-BACKL

STACKED LOCKERS

SEE SPECIFICATIONS

3/4" EXTERIOR PLYWOOD

BASE PER SCHEDULE

2X CROSS SUPPORT AT 24" OC

1X CONTINOUS SUPPORTS (FRT)

3/8" DIA EXPANSION BOLTS AT

24" OC

1/2"1/2"

SEALED CONC FLR

RESILIENT

FLOORING

EDGE STRIP -

CENTER UNDER DOOR

WHERE OCCURS

RESILIENT/CONCRETE

DOOR WHERE

OCCURS

EXTRUDED ALUM ADAPTOR

AT SHEET GOODS

SOLID VINYL ADAPTOR AT TILE

CL

NEW FLOORING

RUBBER BASE AS SCHEDULED.

EACH SIDE OF NEW WALL

TOP OF SLAB

TELECOM ROOM SIDEADJACENT SPACE

PARTITION AS SCHEDULED

INSTALL 3/4" PLYWOOD TO 8'AFF,

MOUNT BOTTOM OF PLYWOOD @

12" AFF

EXISTING FLOORING

7/19/24

00404366CO

LO

RADO L ICENSED

A RC H I T ECT

SE

AN

M. F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs

\d an ia .h ab bo ub \V

C I\V

A N

C A

Le ba no n

N C

F C

A Im pr ov em en ts

D oc um en ts \a

W or kF ile s\ 4_

Bi d_

D oc s\ 1_

Pl an s\ C

AD

\A dm in b ui ld in g.

rv t 7/

/2

:4

2:

A M

A-501

Architectural Details 1

1" = 1'-0" D2 Railing Detail

1" = 1'-0" D5 Railing Post Detail

3" = 1'-0" D7 Detail 3

3" = 1'-0" D9 Detail 4

3" = 1'-0" F1 Wall Sections

3" = 1'-0" F9 Mirror Detail

1 1/2" = 1'-0" F4 Locker Base Detail

3" = 1'-0" E4 Resilient-Concrete Floor Transition

12" = 1'-0" F7 Rubber Wall Base Detail

1 1/2" = 1'-0" D1 Fire Extinguisher Cabinet Detail

GENERAL NOTES

1 3/4"

SECTION THROUGH SEAL SHOWING

METHOD OF ATTACHMENT

MATERIAL:

BRONZE: FEDERAL SPECIFICATION QQ-C-535B, COMPOSITION 2.

WORKMANSHIP:

CASTINGS SHALL BE OF UNIFORM QUALITY AND CONDITION, FREE FROM INJURIOUS BLOWHOLES AND POROSITY, CRACKS AND OTHER DEFECTS AND NOT WARPED OR DISTORTED, WELL FINISHED, FREE FROM BURRS, SHARP EDGES, SCRATCHES AND DEFECTS THAT MAY AFFECT APPEARANCE OR SERVICEABILITY.

CASTINGS SHALL NOT BE REPAIRED, PLUGGED, WELDED, OR BURNED.

FINISH:

FINISH TO BE DETAILED, HAND CHASED FOR TRUE ALIGNMENT, FILED, BELT POLISHED SIDES GROUND SMOOTH, RAISED SURFACES AND BORDERS, SUCH AS ALL RAISED PORTIONS OF SEAL, EAGLE, SHIELD, LETTERING, ROPE BORDER ETC., TO BE POLISHED AND BUFFED TO A BRIGHT SATIN FINISH, BACKGROUND TEXTURES TO BE REVERSE MEDIUM PEBBLE BACKGROUND, FINE PEBBLE BACKGROUND, MOSS AS CAST, AS INDICATED.

COATING:

BRONZE: CHEMICALLY OXIDIZE TO A STATUARY MEDIUM COLOR AND FINISH WITH ONE COAT OF CLEAR

PROTECTIVE EXTERIOR METAL LACQUER.

FASTENERS:

BRONZE FASTENERS TO BE COMPATIBLE WITH MATERIAL OF CASTING.

SEALS REQUIRED:

NAVY -1, 18" DIA

ARMY -1, 18" DIA

AIR FORCE -1, 18" DIA

MARINE CROPS -1, 18" DIA

COAST GUARD -1, 18" DIA

SPACE FORCE -1, 18" DIA

SEALS ARE TO BE SUPPLIED AND INSTALLED BY CONTRACTOR

LOCATION OF

SOLID METAL

PORTION OF SEAL

SOLID METAL PORTION ON BACK OF SEAL, DRILL AND TAP FOR

STUDS-3 LOCATIONS AS INDICATED ON ELEVATIONS.

ROPE BORDER

CONTINUOUS

LOCATION OF

SOLID METAL

PORTION OF SEAL

PROFILE OF SEAL

LOCATION OF SOLID METAL

PORTION OF SEAL

DRILL IN CONCRETE OR SOLID MASONRY AND FILL WITH EPOXY IMMEDIATELY

PRIOR TO SETTING SEAL

FACE OF

WALL

SAME AS

ABOVE

FRONT

FACE OF

SEAL

MEDIUM PEBBLE

FINISH, ALL

BACKGROUND

AREAS.

3_

" BRONZE THREADED STUDS SCREWED INTO SOLID METAL PORTION ON

BACK OF SEAL. POSITION INTO DRILLED HOLES IN MASONRY FACE WHILE

EPOXY IS WET. PROVIDE BRONZE BOLTS FOR BRONZE SEAL.

DI

A M

ET

ER

F

A

D

I

ET

D ST

NU

E

TM

AP

R

E NT O

S

A

T SE FO

REM

ACI

N

VE RATE

A

FAI R

F

S

1 3/4"

1/4" MAX

4'-0" MAX. 8'-0" MAX.

8" MAX. OR 1/4 OF

8" MAX. OR 1/4 OF

LENGTH OF THE END

RUNNER,

WHICHEVER IS LESS 1'-0"

4'-0" MAX. 8'-0" MAX. 8'-0" MAX. 4'-0" MAX.

COMPRESSION STRUT:

7/8" FURRING CHANNELS

@ 2'-0" O.C. MAX.

1 1/2" X 1.12 #/FT. MIN.,

CHANNELS @ 4'- 0" O.C.

C6 10A-531

PERPENDICULAR

4 DIAGONAL BRACE WIRES

@ 8'x 12' GRID

MAX. 45° MAX. TYP. 45° MAX. TYP.

D8 10A-531

D6 10A-531

PARALLEL

B5

DIAGRAMATIC PLAN-GYP. BD. SUSPENSIONSYSTEM

1/8" = 1'-0"

RUNNER WHICHEVER IS LESS

8" OR 1/4 LENGTH OF THE END

PARTITION / STRUCTURAL

ELEMENT

EMBED @ CONC.

1 1/4" MIN.

MIN.

1/2"

2 1/4" X 7/8" X GA. GALV.

ANGLE W/ #8 SMS @ 16" O.C.

OR .145Ø SHOT PINS @ 16"

O.C. @ CONC. WALL 1-1/4"

MIN. EMBED

WIRE TIES

8 GA. HANGER WIRE

W/ 3 TURNS WITHIN

1-1/2" 8 GA. HANGER

WIRE W/ 3 TURN

WITHIN 1-1/2"

1 1/2" X 1.12 #/FT.

MIN. MAIN RUNNER

@ 4'-0" O.C. MAX.

LOOSE SCREW

GRID

1"

12 GA. HANGER WIRES @

PERIMETER

2" MAX. FROM BRACING

WIRES TO CROSS

RUNNERS

TYP. ACOUSTICAL CEILING BRACING

3/4" = 1'-0"

MAIN RUNNER

CROSS RUNNER

DIAGRAMATIC PLAN: ACOUSTICAL

CEILING SUSPENDED SYSTEM

1/8" = 1'-0"

ATTACH WIRE THRU

SUPPORT HOLES OR TO 16

GA. STEEL CLIP ATTACHED

TO LIGHT FIXTURE WITH (1) #

10 S.M.S.

12 GA WIRE

FIXED

END

12 GA. VERT HANGER

WIRES @ 4'-0" O.C MAX.

TYP.

1" Ø COMPRESSION STRUT. COMPRESSION

STRUT SHALL NOT REPLACE HANGER WIRE

LENGTH

4' rREQ

0.24IN

STRUT

350IU20

250IU20

158IU20

400IU20

RSUPP.

0.382 0.399 0.410

0.380

TYPICAL:

12 GAUGE BRACING WIRE W/

MIN. 4 TIGHT TURNS IN 1-1/2"

BOTH ENDS OF WIRE

TYPICAL:

12 GAUGE VERTICAL HANGER

WIRE @ 4'-0" EACH WAY W/

MIN. 3 TIGHT TURNS IN 1-1/2"

BOTH ENDS OF WIRE

LENGTH OF THE END

RUNNER, WHICHEVER

IS LESS 8" SLIP

END

8'-0" MAX. 4'-0" MAX.

C8 10A-531

ADDITIONAL

CROSS RUNNERS

WHERE 2'X2' GRID

OCCURS

CROSS RUNNERS

AT 2'-0" O.C.

D8 10A-531

FIXED END

10A-531

A8 4 DIAGONAL

BRACE WIRES

AT 8'X12' GRID

MAX.

12 GA. HANGER

WIRE AT

PERIMETER

MAIN RUNNERS AT

4'-0" O.C.

12 GA. VERTICAL

HANGER HANGER

WIRES AT 4'-0" O.C.

MAX. - TYP.

C8 10A-531

SLIP

END

LIGHT FIXTURE OR

MECHANICAL AIR DIFFUSER

WALL FINISH

GYP. BD.

(1) S-12 SMS @ EA. CHANNEL

ACOUSTICAL PANEL

ANGLE MOLDING

TAPE ALL JOINTS AND FINISH AS SPECIFIED

7/8" 26 GA. MIN. HAT CHANNEL PARTITION AS

SCHEDULED; SEE

PLAN FOR TYPE

ATTACH FIXTURE TO CEILING

GRID W/ SEISMIC RESTRAINT

CLIPS (TYP. AT FOUR

CORNERS)

CEILING SUSPENSION SYSTEM

NOTES:

FIXTURES WEIGHING LESS THAN 56 LBS. MAY BE SUPPORTED ON CEILING GRIDS RATED AS "HEAVY DUTY", PROVIDE TWO SLACK 12 GA. SAFETY WIRES ATTACHED TO FIXTURE AT DIAGONAL CORNERS AND TO STRUCTURE ABOVE SUPPORT FIXTERS OVER 56 LBS. WITH FOUR INDEPENDATN TAUT 12 GA. HANGER WIRES ATTACHED TO STRUCTURE. WIRES SHALL BE CAPBABLE OF SUPPORTING FOUR

TIMES THE WEIGHT OF THE FIXTURE

C5

GYP. BD. PERIMETER PERPENDICULARTO MAIN RUNNER

6" = 1'-0"

8" MAX. OR 1/4 OF LENGTH OF THE END

RUNNER WHICHEVER IS LESS

PARTITION / STRUCTURAL

ELEMENT

EMBED @ CONC.

1 1/4" MIN MIN.

1/2"

1 3/8" X 7/8" X GA. GALV.

ANGLE W/ ATTACHMENT TO

STRUCTURE NOT FINISH W/ (1)

#8 SMS @ 16"O.C. OR

SHOT .145 DIA PINS @ 16" O.C.

@ CONC. WALL 1 1/4" MIN.

EMBED.

8 GA. HANGER WIRE W/

3 TURNS WITHIN 1-1/2"

1 1/2" X 1.12 #/FT. MIN.,

MAIN RUNNER @ 4'- 0"

O.C. MAX.

(1) S-12 SMS @ EA. CHANNEL

7/8" 26 GA. MIN HAT

CHANNEL

ACOUSTICAL PANEL

ANGLE MOLDING

GYP. BD.

WALL FINISH

TAPE ALL JOINTS AND FINISH AS SPECIFIED

E5

GYP. BD PERIMETER PARALLELTO MAIN RUNNER

6" = 1'-0"

PARTITION AS

SCHEDULED; SEE PLAN

FOR TYPE

2'-0"

E7

SUSPENDED ACOUSTICAL CEILING

HORIZONTAL CEILING STRUT- FIXED END

6" = 1'-0"

EQ

2x4 CEILING

DIFFUSER OR GRILLE, OR 2 X

2 LIGHT FIXTURE

SPRINKLER HEAD,

DOWNLIGHT OR

CEILING MOUNTED

ITEMS

EQ

2'-0"

GRID

TIGHT SCREW

1"

SPRINKLER HEAD,

DOWNLIGHT OR

CEILING MOUNTED

ITEMS

C7 SLIP CONNECTION AT CEILING PERIMETER

6" = 1'-0"

FIXTURE SUSPENSION AT CEILING LAY IN PANEL

1'-0" 1'-0" 1'-0" 1'-0"

DIFFUSER OR GRILLE, OR 2 X

2 LIGHT FIXTURE

2 x 4 LIGHT FIXTURE

1'-0" 2'-0" 1'-0"

2 x 4 LIGHT FIXTURE

EQ EQ

2x2 OR 2x4 DIVIDED TILE

TYP. CEILING TILE LAYOUTS

1/2" = 1'-0"

4' -0

" M

AX

'-0 " M

AX

4' -0

" M

AX

8"

M

AX

1/ 2"

EQ

E

Q

EQ

E Q

EQ

E

Q

EQ

E Q

EQ

E

Q 4'

-0 " M

AX

'-0

" M

AX

4'

-0 " M

AX

8"

4'-0"

MAX.

4'-0" MAX.

C9

B9B7

F9

FIELD DRILLED HOLE TO MATCH

MOUNTING STUD, 3/4" DIA. HOLE

SECURED WITH EPOXY GROUT

THREADED MOUNTING

STUD AS RECOMMENDED

BY MANUFACTURER

MASONRY WALL

BRASS SEAL

STRAP AT 30" O.C.

ALUMINUM

FLASHING

FASTENER

BRACKET

32 OZ. ALUMINUM

GUTTER BRACE

ALUMINUM GUTTER

7/19/24

00404366CO

LO

RADO L ICENSED

A RC H I T ECT

SE

AN

M. F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration Design and

Construction Service U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs

\d an ia .h ab bo ub \V

C I\V

A N

C A

Le ba no n

N C

F C

A Im pr ov em en ts

D oc um en ts \a

W or kF ile s\ 4_

Bi d_

D oc s\ 1_

Pl an s\ C

AD

\A dm in b ui ld in g.

rv t 7/

/2

:5

7:

A M

A-502

Architectural Details 2

3" = 1'-0" F1 Service Sign Detail

6" = 1'-0" F4 Service Sign Attachment Detail

1/8" = 1'-0" F6 Gutter Detail

CHANNEL LENGTHS VARY

BASED ON PANEL HEIGHT

SIGN PANEL LENGTHS VARY

BASED ON PANEL HEIGHT

2" 3"

1_2 "

4"

4'-0" M

IN

2" x 4" OR 4" x 4" TUBULAR

ALUMINUM POST

SIGN PANEL SHEET

POWDER COATED

ALUMINUM

POWDER COATED

ALUMINUM CHANNEL

POWDER COATED

ALUMINUM TAMPER-PROOF

SCREWS TO SECURE

SHEET ALUMINUM SIGN

PANEL TO ALUMINUM

CHANNEL

ENSURE CRISP CORNERS

AND BENDS

4" x 4" TUBULAR ALUMINUM

POST

1/8" ALUMINUM SIGN PANEL

POWDER COATED ALUMINUM

TAMPER-PROOF SCREWS,

COLOR TO MATCH SIGN PANEL

POWDER COATED ALUMINUM 1"∅

x 1/8" WASHER

11_2" x 1 1_ 4" X

1_

8" POWDER

COATED ALUMINUM

CHANNEL

2" x 4" TUBULAR ALUMINUM

POST

1/8" ALUMINUM SIGN PANEL

SIGNAGE:

1. PANELS TO BE 1/8" POWDER COATED ALUMINUM WITH DARK BRONZE BACKGROUND COLOR. PROVIDE COLOR

SAMPLES TO OWNER FOR APPROVAL.

2. PROVIDE A MINUMUM OF 2-3/4" CLEAR SPACE BETWEEN TEXT AND SIGN EDGE. OVERALL SIGN DIMENSIONS TO BE UNIFORM TO THE MAXIMUM EXTENT POSSIBLE. SUBMIT SIGN SHOP DRAWINGS SHOWING OVERALL SIGN DIMENSIONS

AND TEXT LAYOUT TO OWNER FOR APPROVAL.

3. SIGN PANELS TO BE BENT INTO AN UPSIDE DOWN "U" SHAPE. ENSURE NO SHARP CORNERS.

4. SIGN TEXT TYPEFACE TO BE HELVETICA BOLD, INITIAL CAPITAL AND LOWER CASE 2-1/2" HEIGHT MINIMUM UNLESS

NOTED OTHERWISE.

5. SIGN TEXT COLOR TO BE REFLECTIVE WHITE EQUAL TO PMS #454. PROVIDE COLOR SAMPLES TO OWNER FOR

APPROVAL.

POWDER COATED ALUMINUM 1"∅

x 1/8" WASHER

11_2" x 1 1_ 4" X

1_

8" POWDER

COATED ALUMINUM

CHANNEL

2"x4" POWDER COATED

TUBULAR ALUMINUM POST

POSITION AS PER SITE

PLAN DRAWINGS

EDGE OF ROAD

POWDER COATED

ALUMINUM POST CAP

A-503 E1

A-503 E7

3"

10" (TYP.)

2'-7"

1'-2"

2" CLR.

6" 1'-0" 2'-4" FOR SIGNS WITH 3'-0" WIDE PANELS

2'-8" FOR SIGNS WITH 3'-4" WIDE PANELS 1'-0" 6"

6'-0" FOR SIGNS WITH 3'-0" WIDE PANELS

6'-4" FOR SIGNS WITH 3'-4" WIDE PANELS

3" CLR.

2" CLR.

1"

1'-0" 81_2"81_2"

2'-9"

3" CLR.

2" CLR.

2"

3"

10" (TYP.)

2'-7"

1'-2"

2" 1"

11_2

2'-7"

1'-0"

3'-4" FOR SIGNS WITH 3'-0" WIDE PANELS

3'-8" FOR SIGNS WITH 3'-4" WIDE PANELS

2"2"

1"

3"

2" 2"

1'-0" 2'-0" FOR SIGNS WITH 3'-0" WIDE PANELS

2'-4" FOR SIGNS WITH 3'-4" WIDE PANELS

1'-0"

1'-0"

1'-0"43_4"

23_4"

35_8" 2" 4"

2" CLR.

2"

43_4"

2" 4"

2" CLR.

2"

45_8"23_4"

1'-0"

1'-0"

2" CLR.

2"

35_8" 2"

43_4"

43_4"

35_8" 2" 4"

2" CLR.

2"

43_4"

1'-0"

2" CLR.

2" CLR.

2" CLR.

1'-0"

1'-0"

1'-0"

1'-0"

FINISH GRADE

#4 TIE (TYP.)

#5 DOWEL (TYP.)

ROUGHEN CONCRETE

UNDISTURBED SOIL

#5 DOWEL (TYP.)

#4 TIE (TYP.)

2" x 4" TUBULAR POWDER

COATED ALUMINUM SIGN

POST, SIGN POST TO BEAR

ON TOP OF CONCRETE (TYPE)

#5 @ 12" O.C.

MAX T&B (TYP.)

CONCRETE COLLAR SLOPE

2% MIN.

#5 @ 12" O.C.

MAX T&B (TYP.)

#5 DOWEL (TYP.)

ROUGHEN

CONCRETE

COMPACTED

SUBGRADE

FINISH GRADE

4" x 4" TUBULAR POWDER

COATED ALUMINUM POST

CONCRETE FOOTING

- SQUARE PROVIDE

1/4" PER WASH ON

TOP

HSS 2 1_2"x1 1_ 2"x 1_

4" TUBE (TYP.)

(2) -A307 5_8"∅

BOLTS WITH NUTS

AND WASHERS

(TYP.)

HSS 2 1_2"x1 1_ 2"x 1_

4" TUBE

CENTERED IN PIER (TYP.)

2" x 4" TUBULAR POWDER

COATED ALUMINUM SIGN

POST, SIGN POST TO BEAR

ON TOP OF CONCRETE

(TYPE)

#4 TIE (TYP.)

HSS 2 1_2"x1 1_ 2"x 1_

4" TUBE

CENTERED IN PIER (TYP.)

3_

8" GAP BETWEEN METAL

POST AND PCC MOW

COLLAR

#4 TIE (TYP.)

1'-4" X 1'-4" PRECAST CONCRETE

MOW COLLAR (SEE F7/A-510)

#4 TIE (TYP.)

3_

8" GAP BETWEEN METAL

POST AND PCC MOW

COLLAR

4" x 4" TUBULAR POWDER

COATED ALUMINUM POST

UNDISTURBED SOIL

UNDISTURBED

NATIVE SOIL

7/19/24

00404366CO

LO

RA

DO L ICENSED

A RCH I T EC

T

SE

AN

M.

F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration Design and

Construction Service U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs \d an ia .h ab bo ub \V C I\V A N C A Le ba no n N C F C A Im pr ov em en ts D oc um en ts \a W or kF ile s\ 4_ Bi d_ D oc s\ 1_ Pl an s\ C

AD

\A dm in b ui ld in g.

rv t

7/ /2 :5 6:

A M

A-503

Signage Details 1

C1 N.T.S

Two Post Foundation For 3'-0"& 3'-4" Wide Panel Signs Section N.T.S

Two Post Foundation Side Section

N.T.S

Typical 1'-0"x1'-0" Precast Concrete Mow Collar Plan View& Elevation

N.T.S

Typical 1'-0"x1'-0" Precast Concrete Mow Collar Plan View& Elevation

N.T.S

One Post Sign Elevation

N.T.S

Sign Post Distance From Road

N.T.S

Typical 1'-0"x1'-0" Precast Concrete Mow Collar Plan View

C5

E1

F1

F5

C7

D9

Do Not Enter

NOTE:

STOP SIGN TO MEET NCA STANDARD

REQUIREMENTS.

NOTE:

1. SIGN TYPE: NC-01.03A-M2 WITH "DO NOT ENTER" TEXT IN PLACE OF

"AUTHORIZED VEHICLES ONLY".

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA

SPECIFIED PANEL COLORS.

3. PROVIDE ONE SIGN PANEL AND ONE BLANK PANEL ON BACK SIDE.

METAL POST

METAL POST

SIGN PANEL

POWDER COATED

ALUMINUM

CHANNEL

SUBGRADE

POWDER

COATED

ALUMINUM POST

CAP

METAL POST

METAL POST

SIGN PANEL

POWDER COATED

ALUMINUM

CHANNEL

SUBGRADE

POWDER

COATED

ALUMINUM POST

CAP

METAL POST

SIGN PANEL

METAL POST

POWDER COATED

ALUMINUM CHANNEL

SUBGRADE

POWDER COATED

ALUMINUM POST CAP

METAL POST

SIGN PANEL

METAL POST

POWDER COATED

ALUMINUM CHANNEL

SUBGRADE

POWDER COATED

ALUMINUM POST CAP

METAL POST

POWDER COATED

ALUMINUM

CHANNEL

SUBGRADE

POWDER COATED

ALUMINUM POST

CAP

SUBGRADE

METAL POST

SIGN PANEL

METAL POST

POWDER COATED

ALUMINUM CHANNEL

POWDER COATED

ALUMINUM POST CAP

2"

4" 3'-0"

1' -6

2"

3' -6

3'-0"

1"

1"

2"

4"

3'-0"

2' -0

2"

3' -6

3'-0"

1"

1"

2"

4"

1'-6"

1' -6

2"

3' -6

1'-6" 1"

2"

4"

3'-0"

1' -0

2"

3' -6

3'-0" 1"

6' -0

4' -0

3'-0"

3'-0"

2" 1"

2" 1"

4"

2"

4"

1'-6"

1' -6

2"

3' -6

1'-6" 1"

1' -6

1' -0

EQ

EQ

1'-6"

1'-0"EQ

EQ

EQ (B

1' -0

EQ (B

13 _ 4 13 _ 4 13 _ 4

1' -6

1'-6"

EQ(A) EQ(A)

EQ

(C)

EQ

(C)

C1 A-503C1

A-503

C3 A-503

C3 A-503

C1 A-503

C1 A-503

PLAN VIEW

ELEVATION

TEXT AS SHOWN ON DETAILS

& SIGNAGE SCHEDULE

2 SIGN PANELS BACK TO BACK

PLAN VIEW

ELEVATION

TEXT AS SHOWN ON DETAILS

& SIGNAGE SCHEDULE

2 SIGN PANELS BACK TO BACK

PLAN VIEW

ELEVATION

PLAN VIEW

ELEVATION

TEXT AS SHOWN ON

DETAILS & SIGNAGE

SCHEDULE

PLAN VIEW

TEXT AND IMAGE AS SHOWN ON

DETAILS & SIGNAGE SCHEDULE

ELEVATION

ELEVATION

PLAN VIEW

TEXT AS

SHOWN ON

DETAILS &

SIGNAGE

SCHEDULE

DO NOT

ENTER

TEXT AS

SHOWN ON

DETAILS &

SIGNAGE

SCHEDULE

MEN WOMEN

9"

9" 9"

9"

7/19/24

00404366CO

LO

RA

DO L ICENSED

A RCH I T EC

T

SE

AN

M.

F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration Design and

Construction Service U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs \d an ia .h ab bo ub \V C I\V A N C A Le ba no n N C F C A Im pr ov em en ts D oc um en ts \a W or kF ile s\ 4_ Bi d_ D oc s\ 1_ Pl an s\ C

AD

\A dm in b ui ld in g.

rv t

7/ /2 :5 6:

A M

A-504

Signage Details 2

C1 N.T.S

Two Post, 1'-6"x3'-0" Panel Sign Elevation and Plan C3 N.T.S

Two Post, 2'-0"x3'-0" Panel Sign Elevation and Plan C5 N.T.S

Two Post, 4'-0"x3'-0" Panel Sign Elevation and Plan C8 N.T.S

Two Post, 1'-0"x3'-0" Panel Sign Elevation and Plan

E1 N.T.S

Two Post, 1'-6"x1'-6" Stop Sign Panel Elevation and Plan E3 N.T.S

Two Post, 1'-6"x1'-6" Panel Sign Elevation and Plan

NOTE: SEE CIVIL FOR SIGN LOCATIONS

3" = 1'-0" F1 Toilet Signs

Revisions: Date:

F3 N.T.S

Do Not Enter Sign Detail

ETR: EXISTING TO REMAIN

SIGN PANEL, SEE

SIGNAGE SCHEDULE

THIS SHEET

SIGN PANEL, SEE

SIGNAGE SCHEDULE

THIS SHEET

SIGN PANEL, SEE

SIGNAGE SCHEDULE

THIS SHEET

SIGN PANEL, SEE

SIGNAGE SCHEDULE

THIS SHEET

SIGN PANEL, SEE

SIGNAGE SCHEDULE

THIS SHEET

SIGN PANEL, SEE

SIGNAGE SCHEDULE

THIS SHEET

2AMENDMENT 002 11/01/2024

THROAT OPENING = PARTITION

WIDTH + 1/8" MIN

1/2" 1/2"

ADD RETURN ON

FRAME WHERE

DRYWALL FINISH

IS REQUIRED

1 15/16"VARIESVARIES

GAUGE AS

SPECIFIED

STANDARD DOOR FRAME

5/ 8"

2"

DOOR TYPE:

F-WD

F-HM

F-HMG

F

(FLUSH)

SCHEDSCHED

SC

H

ED

SC

H

ED

DOOR TYPES

FRAME TYPE:

1-HM

1-WD

1-AL

SINGLE

FRAME TYPES

SC

H

ED

SC

H

ED

2"2"

2"2" SCHEDSCHED 2"2"

FG

(FULL GLASS)

SCHEDSCHED

SC

H

ED

SC

H

ED

SG-1

SG-1

FG-HM

5"5"

5" 5"

HG

(HALF GLASS)

SCHEDSCHED

SC

H

ED

SC

H

ED

HG-WD

5"5"

5" 5"

2"2"

2 1/2"NOM2 1/2"NOM

2"2" 2"2"

5/ 8" 5/ 8"

GALV STL LINTELS, SIZE AND

CONFIGURATION PER STRUC

HM FRAME

THIS HEADER DETAIL FOR

MASONRY OPENINGS OVER

5'-4" WIDE

VARIESVARIES

CMU - SEE PLANS FOR SIZE

SCHEDULED

REVERSE FRAME

AS REQD TO

ACCOMMODATE

DOOR SWING

DOOR

2"2"

2 1/2"NOM2 1/2"NOM

2"2" 2"2"

5/ 8" 5/ 8"

HM FRAME

SEE FLOOR PLANS FOR SCHED

CMU PTN SIZES

VARIESVARIES

MASONRY ANCHOR

GROUT JAMB FULL AS WORK

PROGRESSES

2x6

GWB BOTH SIDES

WALL TYPEWALL TYPE

SCHEDULEDSCHEDULED

WOOD TRIM

WD DOOR

WOOD TRIM

GWB BOTH SIDES

W

AL

L

TY

PE

W

AL

L

TY

PE

SC

H

ED

U

LE

D

SC

H

ED

U

LE

D

WD DOOR

DOOR PER

SCHEDULE

DIM PT

FOR FRAMING INFORMATION

AND HEADER ATTACHMENT.

SEE SPECS

D O O R H

EI

G H T

SEE FLOOR PLANS FOR

PARTITION TYPE

SEALANT, TYP

2"@ DOOR2"@ DOOR

2"2"

3/ 4" M

IN

3/ 4" M

IN

PROVIDE FRAME ANCHOR AT

OPENINGS OVER 6'-4" WIDE

HM DBL RABBET FRAME

REVERSE FRAME WHERE

REQD TO ACHIEVE DOOR

SWING

VARIESVARIES

1/2"NOM1/2"NOM

A NON-RATED OR 1 HOUR RATED

MIN (3) ANCHORS PER JAMB

WELDED TO DR FRAME - FASTEN

ANCHORS TO STUDS W/ MIN

(2) #10 SMS PER ANCHOR - FLR

ANCHOR WELDED TO FRAME

AND FASTENED TO SLAB W/ (2)

0.14" POWDER DRIVEN FASTENERS

JAMB STUDS FULL HT TO

STRUC ABOVE - FOR FRAMING

INFORMATION SEE B2/0AI505

SEE FLOOR PLANS FOR

PARTITION TYPE

SEALANT

VA

R

IE

S

VA

R

IE

S

4"4"

ADJACENT WALL

LOCATION, UNO

NOM DR SIZE 2"2"

2" D O O R

2" D O O R

5/8"5/8"

1/ 2" N O M

1/ 2" N O M

PER SCHEDULEPER SCHEDULE

WALL WIDTHWALL WIDTH

3" BOARD

INSULATION

MASONRY VENEER

ANCHOR W/ SEISMIC

CLIP& ROD WITHIN 8"

OF OPENINGS

SEALANT

EACH SIDE

HARDWARE CLOTH

16" OC

DOOR FRAME

ANCHOR

PRECAST

CONCRETE

HM FRAME

FACING BRICK

VENEER

PER SCHEDULEPER SCHEDULE

WALL WIDTHWALL WIDTH

CAVITY VENT

AT LINTEL

3" BOARD

INSULATION

MASONRY FLASHING

FACING BRICK

VENEER

STEEL LINTEL

3/8" X4" STEEL BAR WELD

FLUSH TO LINTEL GRIND

WELD SMOOTH AND FLUSH

PRECAST

CONCRETE

BOND BEAM LINTEL

PT BLOCKING

BACKER ROD AND SEALANT AT

SHIM SPACE, BOTH SIDES

HM FRAME

GWB BOTH SIDES

W

AL

L

TY

PE

W

AL

L

TY

PE

SC

H

ED

U

LE

D

SC

H

ED

U

LE

D

WD DOOR

2x6

GWB BOTH SIDES

WALL TYPEWALL TYPE

SCHEDULEDSCHEDULED

WD DOOR

DOOR FLASHING TAPE.

CLEAN FLOOR AREA AND

APPLY OVER ROUGH

OPENING FLOOR SURFACE

EXTENDING 6" UP EACH

JAMB& OVERLAP ONTO

THRU-WALL FLASHING.

ANCHOR DOOR SILL TO

FLOOR CONSTRUCTION

PER MANUFACTURE'S

INSTALLATION

INSTRUCTIONS.

SEAL DOOR TO FLOOR

CONSTRUCTION PER

MANUFACTURER'S

INSTALLATION

INSTRUCTIONS.

METAL SILL FLASHING.

HARDWOOD ABA COMPLIANT

THRESHOLD, MATCH EXISTING

WOOD FLOOR FINISH.

EXISTING WOOD FLOOR.

NEW CERAMIC TILE

CEMENT BACKER BOARD

DRY SET MORTAR

EXISTING SUBFLOOR, VIF

ENTRY SLAB

EXPANSION JOINT

STOP STRIP

ALUMINIUM ABA

COMPLIANT THRESHOLD

EXISTING BRICK

WALL

DOOR

BACKER ROD AND

SEALANT, MATCH

DOOR COLOR

DOOR

BRICK WALL

7/19/24

00404366CO

LO

RADO L ICENSED

A RC H I T ECT

SE

AN

M. F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration Design and

Construction Service U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs

\d an ia .h ab bo ub \V

C I\V

A N

C A

Le ba no n

N C

F C

A Im pr ov em en ts

D oc um en ts \a

W or kF ile s\ 4_

Bi d_

D oc s\ 1_

Pl an s\ C

AD

\A dm in b ui ld in g.

rv t 7/

/2

:5

5:

A M

A-601

Door Schedule and Details

Door Schedule

Building Name Room Name

Door Frame Hard ware

CommentsMark Size

Material Finish Type Material Type Finish Head Jamb Sill Set No.Width Height Thickness

Administration Building

REAR SPACE 001 2' - 8" 6' - 8" 0' - 1 3/4" WD PAINT HG WD 1 PAINT E9/A-601 F9/A-601 S-1 HW-1

Administration Building

STAIR 001a 2' - 8" 6' - 8" 0' - 1 3/4" HM PAINT FG WD 1 PAINT E9/A-601 F9/A-601 S-1 HW-1

Administration Building

TR 002 2' - 10" 6' - 8" 0' - 1 3/8" WD PAINT F WD 1 PAINT E9/A-601 F9/A-601 - HW-5 ELECTRIFIED LOCK TO BE CONNECTED TO

PACS SYSTEM. ADD TO EXCEPTION MEMO

DOOR HEIGHT UNDER 8'.

Administration Building

101 3' - 0" 7' - 0" 0' - 1 3/4" EXT EXT EXT EXT EXT EXT - - - HW-2

Administration Building

WORKROOM 101A 3' - 0" 7' - 0" 0' - 1 3/8" EXT EXT EXT EXT EXT EXT - - - HW-6

Administration Building

102A 3' - 0" 7' - 0" 0' - 1 3/8" WD PAINT F WD 1 PAINT E4/A-601 F4/A-601 S-2 HW-7

Administration Building

103 3' - 0" 7' - 0" 0' - 1 3/4" EXT EXT EXT EXT EXT EXT - - - HW-1

Administration Building

WORKROOM 103A 3' - 0" 7' - 0" 0' - 1 3/8" EXT EXT EXT EXT EXT EXT - - - HW-6

Administration Building

104 3' - 0" 7' - 0" 0' - 1 3/8" EXT EXT EXT EXT EXT EXT - - - HW-2A

Administration Building

BEDROOM 1 202 2' - 10" 7' - 0" 0' - 1 3/8" WD PAINT F WD 1 PAINT E4/A-601 F4/A-601 - HW-6

Administration Building

BEDROOM 2 203 2' - 10" 7' - 0" 0' - 1 3/8" WD PAINT F WD 1 PAINT E4/A-601 F4/A-601 - HW-6

Administration Building

CLOSET 203A 2' - 6" 6' - 8" 0' - 1 3/4" WD PAINT F WD 1 PAINT E4/A-601 F4/A-601 - HW-8

Administration Building

BATHROOM 204 2' - 10" 7' - 0" 0' - 1 3/8" WD PAINT F WD 1 PAINT E4/A-601 F4/A-601 S-2 HW-7

Administration Building

BEDROOM 3 205 2' - 10" 7' - 0" 0' - 1 3/8" WD PAINT F WD 1 PAINT E4/A-601 F4/A-601 - HW-6

Administration Building

CLOSET 205A 1' - 10" 6' - 8" 0' - 1 3/8" WD PAINT F WD 1 PAINT E3/A-601 F3/A-601 - HW-8

3" = 1'-0" E1 Door Header@ CMU W/GYP BD Furring

3" = 1'-0" F1 Door Jamb@ CMU W/GYP BD Furring

3" = 1'-0" E3 Wooden Door Header@ Dry Wall

3" = 1'-0" F3 Wooden Door Jamb@ Dry Wall

3" = 1'-0" E5 HM Frame Header@ Dry Wall

3" = 1'-0" F6 HM Frame Jamb@ Dry Wall

3" = 1'-0" F9 HM Frame Jamb@ Masonry Wall

3" = 1'-0" E9 HM Frame Header@ Masonry Wall

New Maintenance Building

011 3' - 0" 6' - 8" 0' - 1 3/4" HM HM E1/A-601 F1/A-601F 1

Old Maintenance Building

001 3' - 0" 7' - 0" 0' - 1 3/4" WD F WD 1

Old Maintenance Building

004 2' - 6" 6' - 8" 0' - 1 3/4" WD F WD 1

Old Maintenance Building

005 2' - 6" 6' - 8" 0' - 1 3/4" WD F WD 1

PAINT

PAINT

PAINT

PAINT

PAINT

PAINT

PAINT

PAINT

3" = 1'-0" F4 Wooden Door Jamb No Trim@ Dry Wall

3" = 1'-0" E4 Wooden Door Header No Trim@ Dry Wall

3" = 1'-0" D1 Door Sill/ S-1

3" = 1'-0" D3 Door Sill/S-2

RESTROOM

3" = 1'-0" D5 Door Sill/S-3

S-3STORAGE

S-4

S-3

S-3

SERVICE BAY1

MEN'S

RESTROOM

WOMEN'S

RESTROOM

3" = 1'-0" D7 Door Sill/S-4

SMARTFLASH ONE RESIN

SMARTFLASH ONE REINFORCEMENT

SET IN WET RESIN

SMARTFLASH ONE RESIN SATURATE/COVER

REINFORCEMENT, ALLOW TO DRY

SMARTFLASH ONE RESIN SECOND COAT, APPLY

AFTER FIRST COAT IS DRY. OPTIONAL

BROADCAST GRANULES INTO WET RESIN

IF VERTICAL HEIGHT OF DOOR SILL IS LESS THAN

6" MIN., REINSTALL SILL PLACE WITH ADHESIVE

APPROPRIATE FOR SIL/PLATE SURFACES

E7/A-601

E7/A-601

E7/A-601 F7/A-601

F7/A-601

F7/A-601

3" = 1'-0" E7 Steel Door Header@Brick Wall

3" = 1'-0" F7 Steel Door Jamb@Brick Wall

New Maintenance Building

007 EXTGRAVE

LOCATOR

EXT EXT EXT EXT EXT EXT EXT EXT EXT EXT EXT

HW-4

HW-5

HW-2

HW-3

HW-3

FRONT PORCH

DIRECTOR

OFFICE

KITCHEN

Revisions: Date:

ELECTRIFIED LOCK TO BE CONNECTED

TO PACS SYSTEM.

Old Maintenance Building

11 B 3' - 4" 3' - 8" WD PAINT 6' - 8"

Old Maintenance Building

12 B 3' - 4" 3' - 8" WD PAINT 6' - 8"

Old Maintenance Building

13 B 3' - 4" 3' - 8" WD PAINT 6' - 8"

Old Maintenance Building

14 B 3' - 4" 3' - 8" WD PAINT 6' - 8"

Old Maintenance Building

15 C 2' - 6" 3' - 10" WD PAINT 6' - 10"

Old Maintenance Building

16 C 2' - 6" 3' - 10" WD PAINT 6' - 10"

Old Maintenance Building

17 C 2' - 6" 3' - 10" WD PAINT 6' - 10"

Old Maintenance Building

18 D 2' - 5" 5' - 5" WD PAINT 14' - 3 31/32"

E6/A-602

E6/A-602

E6/A-602

E6/A-602

E6/A-602

E6/A-602

E6/A-602

E6/A-602

E3/A-602

E3/A-602

E3/A-602

E3/A-602

E3/A-602

E3/A-602

E3/A-602

E3/A-602

F6/A-602

F6/A-602

F6/A-602

F6/A-602

F6/A-602

F6/A-602

F6/A-602

F6/A-602

SUBSILL BY WINDOW

MANUFACTURER

WINDOW & DOOR

FLASHING TAPE. APPLY

OVER ROUGH OPENING

SILL EXTENDING 6" UP

EACH JAMB & OVERLAP

ONTO FACE OF ICE /

WATER BARRIER .EIFS COATING.

ICE / WATER BARRIER . FOLD

IN @ OPENING SILL & EXTEND

18" MIN. OUTSIDE R.O..

LEVEL OPENING SILL PRIOR TO

UNIT INSTALLATION. PROVIDE

IMPERVIOUS SHIMS PER

WINDOW MANUFACTURER'S

RECOMMENDATIONS.

EIFS COATING

INTERIOR

INSULATION & AIR

SEAL PER

WINDOW

MANUFACTURER.

MASONRY ATTACHMENT

CLIP. USE WINDOW

MANUFACTURER'S

RECOMMENDED FASTENERS

SUITABLE TO BUCK TYPE.

ICE/WATER BARRIER. LAP

OVER WINDOW FLASHING

TAPE, EXTEND 18" MIN. ABOVE

R.O. FLASH & SEAL INTO FORM.

CS CLEAR SEALER

EX EXISTING TO REMAIN

GB GYPSUM BOARD

C/PT COAT & PAINT

PL PLASTER, RESTORE ORIGINAL

PARGE NEW CEMENTITIOUS COATING

PT PAINT

POLY CLEAR POLYURETHANE

RS RESILIENT SHEET FLOORING

SDT STATIC DISSIPATIVE TILE

RB RUBBER BASE

EXP EXPOSED TO STRUCTURE

WD WOOD

WD-A OAK T&G WOOD

WD1 EXISTING WOOD BASE REMOVED AND REINSTALLED,

PROVIDE NEW MILLED WOOD BASE TO MATCH EXISTING

WD2 NEW 1X8 WOOD BASE AND TOE MOLD

WD3 EXISTING WOOD BASE AND NEW TOE MOLD

ROOM FINISH ABBREVIATIONS

MASONRY TIES

FACE BRICK

SEALANT APPLIED TO TOP OF

TERMINATION BAR AFTER

INSTALLATION

FLUID-APPLIED WATER

BARRIER

PRECAST CONCRETE

BACKUP WALL

THRU WALL FLASHING W/

DRIP EDGE, WEEP TABS,

PREASSEMBLED,

TERMINATION BAR, AND

MORTAR COLLECTION

STRUCTURAL ANGLE

RIGID INSULATION

RIGID INSULATION

EXTERIOR WINDOW SILL

PRECAST CONCRETE

BACKUP WALL

THRU WALL FLASHING W/

DRIP EDGE, WEEP TABS,

PREASSEMBLED,

TERMINATION BAR, AND

MORTAR COLLECTION

INTERIOR WINDOW SILL

GL

2"2" 2"2"

TYPE A

F.V.F.V.

3' - 4"3' - 4"

F.

V.

F.

V.

2' 1/ 2"

2' 1/ 2"

F.

V.

F.

V.

1' 1/ 4"

1' 1/ 4"

BASEMENT STORM

1 LITE WOOD FRAME

RAD USED TOP

SG1

TYPE B

WOOD FRAME

SINGLE HUNG

SG1

F.V.F.V.

3' - 4"3' - 4"

F.

V.

F.

V.

3' 8"

3' 8"

SG1

TYPE C

WOOD FRAME

SINGLE HUNG

SG1

F.V.F.V.

2' - 6"2' - 6"

F.

V.

F.

V.

3'

3'

F.V.F.V.

2' - 5"2' - 5"

F.

V.

F.

V.

5' 5"

5' 5"

TYPE D

WOOD FRAME

FIXED

TREATED BLOCKING

OR COMPRESSIBLE

FILLER

SHIM& PLUMB UNIT AS

REQUIRED TO KEEP

JAMBS STRAIGHT

MASONRY ATTACHMENT

CLIP. USE WINDOW

MANUFACTURER'S

RECOMMENDED

FASTENERS SUITABLE

TO BUCK TYPE

INTERIOR INSULATION&

AIR SEAL PER WINDOW

MANUFACTURER.

ICE/WATER BARRIER

INTERIOR INSULATION& AIR SEAL

PER WINDOW MANUFACTURER.

MASONRY ATTACHMENT CLIP.

USE WINDOW MANUFACTURER'S

RECOMMENDED FASTENERS

SUITABLE TO BUCK TYPE.

1' - 0"1' - 0"

1' 0"

1' 0"

TYPE A

7/19/24

00404366CO

LO

RA

DO L ICENSED

A RCH I T EC

T

SE

AN

M.

F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration Design and

Construction Service U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs \d an ia .h ab bo ub \V C I\V A N C A Le ba no n N C F C A Im pr ov em en ts D oc um en ts \a W or kF ile s\ 4_ Bi d_ D oc s\ 1_ Pl an s\ C

AD

\A dm in b ui ld in g.

rv t

7/ /2 :5 5:

A M

A-602

Window& Room Finish Schedule

Room Finish Schedule

Building Name Room Number Room Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments

Administration Building 001 REAR SPACE EXP NO WORK PARGED C/PT REPAINT WALLS& CEILING AND RESEAL

FLOOR

Administration Building 002 TR SDT RB PT EXP Administration Building 003 SIDE SPACE EXP NO WORK PARGED C/PT REPAINT WALLS& CEILING AND RESEAL

FLOOR

Administration Building 004 CRAWL SPACE NO WORK NO WORK NO WORK NO WORK Administration Building 101 RECEPTION NO WORK WD1/PT GB/PL/PT GB/PT REPAINT WALLS AND CEILING Administration Building 102 WORKROOM NO WORK WD2/PT GB/PL/PT GB/PT REPAINT WALLS AND CEILING Administration Building 102A RESTROOM RS WD3/PT EX/PT EX/PT REPAINT WALLS AND CEILING Administration Building 103 DIRECTOR'S OFFICE NO WORK No work GB/PL/PT GB/PT REPAINT WALLS AND CEILING Administration Building 104 KITCHEN WD-A WD2/PT PL/PT GB/PT REPAINT WALLS AND CEILING Administration Building 201 CORRIDOR NO WORK PT PT PT REPAINT WALLS AND CEILING Administration Building 202 BEDROOM 1 NO WORK PT PT PT REPAINT WALLS AND CEILING Administration Building 202A CLOSET NO WORK PT PT PT REPAINT WALLS AND CEILING Administration Building 203 BEDROOM 2 NO WORK PT PT PT REPAINT WALLS AND CEILING Administration Building 203A CLOSET NO WORK PT PT PT REPAINT WALLS AND CEILING Administration Building 204 BATHROOM RS PT PT PT REPAINT WALLS AND CEILING Administration Building 205 BEDROOM 3 NO WORK PT PT PT REPAINT WALLS AND CEILING Administration Building 205A CLOSET NO WORK PT PT PT REPAINT WALLS AND CEILING Administration Building ST1 STAIR NO WORK EX/PT PL/PT GB/PT REPAINT WALLS AND CEILING Administration Building ST2 STAIR NO WORK PT PT PT REPAINT WALLS AND CEILING Administration Building ST3 STAIR NO WORK PT PT PT

Window Schedule Building Name Mark Type Mark

Size Material Finish

Detail Glazing Head Height CommentsWidth Height Head Jamb Sill Thickness Type

Administration Building

01 A 3' - 4" 2' - 1" WD PAINT E1/A-602 F3/A-602 F1/A-602 7' - 9 1/2"

Administration Building

02 A 3' - 4" 2' - 1" WD PAINT E1/A-602 F3/A-602 F1/A-602 7' - 9 1/2"

Administration Building

03 A 3' - 4" 2' - 1" WD PAINT E1/A-602 F3/A-602 F1/A-602 7' - 9 1/2"

Administration Building

04 A 3' - 4" 2' - 1" WD PAINT E1/A-602 F3/A-602 F1/A-602 7' - 9 1/2"

Administration Building

05 A 3' - 4" 2' - 1" WD PAINT E1/A-602 F3/A-602 F1/A-602 7' - 9 1/2"

Administration Building

06 A 3' - 4" 2' - 1" WD PAINT E1/A-602 F3/A-602 F1/A-602 7' - 9 1/2"

3" = 1'-0" E1 Window Head Detail

3" = 1'-0" F1 Window Sill Detail

1/4" = 1'-0" A5 Window Frame Types

New Maintenance New Maintenance New Maintenance New Maintenance New Maintenance New Maintenance New Maintenance New Maintenance

New Maintenance 009 New Maintenance 010 New Maintenance 011

SERVICE BAYS

BREAK ROOM

CORRIDOR

RESTROOM

LOCKER ROOM

CLOSET

GRAVE LOCATOR

MECH/ELEC ROOM

WOMEN'S RESTROOM

MEN'S RESTROOM

STORAGE

NO WORK

EXP

EXP

EXP

EXP

EXP

NO WORK

NO WORK

EXP

EXP

EXP

NO WORK

PT

PT

PT

PT

PT

NO WORK

NO WORK

PT

NO WORK

NO WORK

NO WORK

PT

PT

PT

PT

PT

NO WORK

NO WORK

GYP/PT

NO WORK

NO WORK

NO WORK

ACT

NO WORK

NO WORK

GYP/PT

NO WORK

NO WORK

ACT

ACT

GYP/PT

GYP/PT

Old Maintenance 001

SERVICE BAY 1

MEN'S RESTROOM

EXP

EXP

EXP

EXP

NO WORK

Old Maintenance Old Maintenance Old Maintenance Old Maintenance

SERVICE BAY 2

SERVICE BAY 3

WOMEN'S RESTROOM

EXP

NO WORK

NO WORK

NO WORK

NO WORK NO WORK

NO WORK

EXP

PT

PT

NO WORK

NO WORK

NO WORK

NO WORK

NO WORK

3" = 1'-0" F3 Window Jamb Detail

3" = 1'-0" F6 Wood Window@Brick Sill Detail

3" = 1'-0" E6 Wood Window@Brick Head Detail

3" = 1'-0" E3 Wood Window@Brick Jamb Detail

1/4" = 1'-0" B5 Louver Detail

011B A

Louver Schedule Building Name

New Maintenance

Mark Type Mark

New Maintenance

011A A

Width Height

Size

1'- 0"

1'- 0"

1'- 0"

1'- 0"

Material

AL

AL

Finish

PAINT

PAINT

Sill Height

6'- 8"

1'- 0"

RESEAL CONCRETE FLOOR

RESEAL CONCRETE FLOOR

CLEAN AND RESEAL GROUT

CLEAN AND RESEAL GROUT

CLEAN AND RESEAL GROUT

CLEAN AND RESEAL GROUT

CLEAN AND RESEAL GROUT

RESEAL CONCRETE FLOOR

RESEAL CONCRETE FLOOR

RESEAL CONCRETE FLOOR

RESEAL CONCRETE FLOOR

RESEAL CONCRETE FLOOR

7/19/24

00404366CO

LO

RADO L ICENSED

A RC H I T ECT

SE

AN

M. F ITZPATRICK

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Manager/ COR Bobbie Griffin Department of Veteran Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov

VA FORM 08 - 6231

A

BID PACKAGE

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

856CM3012

LEBANON, KY

504.684.4408; Sean Fitzpatrick 56 Louis Prima Drive, Suite B, Covington LA 70433

VCI Project ManagementProject Management Construction ManagementConstruction Management EngineeringEngineering

07/19/2024 Sheet of 84

C :\U se rs

\d an ia .h ab bo ub \V

C I\V

A N

C A

Le ba no n

N C

F C

A Im pr ov em en ts

D oc um en ts \a

W or kF ile s\ 4_

Bi d_

D oc s\ 1_

Pl an s\ C

AD

\A dm in b ui ld in g.

rv t 7/

/2

:4

2:

A M

A-901

Architectural Renderings

Administration Building 3D View

N.T.S

New Maintenance Building 3D View

N.T.S

Committal Shelter 3D View

N.T.S

Old Maintenance Building 3D View

N.T.S

Rostrum 3D View

N.T.S

C2

F2 F6

C6

D8

55Revisions: Date: