V2-892PC2037MNC_BD_DRAWINGS_02-22-2021_Part2.pdf

FEC

A1 A2 A3 A4 A5 A6 A7 A8 A12 A13

AA

AB

AC

AD

AE

AF

A9 A10 A11

MENS

RESTROOM

A202

WOMENS

RESTROOM

A204

COMPANION

RESTROOM

A203

BREEZE

WAY

A200

STORAGE

A205

H.A.C.

A201

RECEPTION

A101

CONFERENCE

A102

CUSTOMER

ASSISTANCE

A103

OPEN

OFFICE

A104

BUDGET

OFFICE

A113

DIRECTOR

A105

ASST.

DIRECTOR

A114

OPERATION

CENTER

A106

BREAK

ROOM

A108

CORRIDOR

A111

ADMIN

OFFICE

A115

RESTROOM

A109

RESTROOM

A110

ELEC

A112

STORAGE

A107

F1 F1 F1 F1F1

EQUIPMENT RACK

(E) POWER / DATA

F2 F2 F2 F2 F2F2 F2

F3 F3 F3F3 F3F3 F3

F3

F4F4

F4 F4

F5

F6 F6

(E)101B (E)101C

A105A

(E)107A

A115A

A111B

A B

(E )1

A

A A

(E )1

A

(E )1

A

A207A

F7

F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7

F7 F7

F7

F7

F7

F7

F7F7F7 F7

F7

104.1

111.1

111.2.1111.2.2111.3

113.1

113.2

GENERAL NOTES

1. SEE A-002 FOR ADDITIONAL SIGNAGE INFORMATION.

0' 2' 4' 8'

1/4" = 1'-0"

N

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 109

ADMINISTRATION COMPLEX

FURNITURE AND SIGNAGE PLAN

892PC2037.23

J ZUBIK HH LL

1/4" = 1'-0"1

FURNITURE AND SIGNAGE PLAN

F7 CORNER GUARD FULL HEIGHT 26

F6 METAL LOCKERS (E) 2 (E) TO BE REMOVED

F5 ROUND TABLE WITH (4) CHAIRS 36" DIA x 30" H 1

F4 EXECUTIVE FURNITURE - (1) EXECUTIVE CHAIR, (2) GUEST

CHAIRS, (2) DESKS

F3 WORK STATION - (1) CHAIR, (2) DESKS 96" x 96" SPACE 8

F2 METAL STORAGE CABINET 36" W x 18" D x 72" H 7 (E) TO BE RELOCATED

F1 METAL LATERAL FILE CABINET 36" W x 24" D x 42" H 5

MARK DESCRIPTION DIMENSIONS QTY NOTES

FURNITURE SCHEDULE - ADMINISTRATION COMPLEX

113.2 1* ASSISTANT DIRECTOR

[BRAILLE]

113.1 1* DIRECTOR

[BRAILLE]

113 BUDGET OFFICE

111.3 1* CUSTOMER ASSISTANCE

[BRAILLE]

111.2.2 1* CEMETARY REPS

[BRAILLE]

111.2.1 1* CEMETARY REPS

[BRAILLE]

111.1 (E) 2* EXIT

[BRAILLE]

RELOCATE (E)

111 CORRIDOR

104.1 1* ADMIN OFFICER

[BRAILLE]

104 OPEN OFFICE

SIGN # SIGN TYPE MESSAGE REMARKS

ROOM # ROOM NAME

SIGNAGE SCHEDULE - ADMINISTRATION COMPLEX

* MATCH (E) SIGNAGE TYPE INFORMATION

Revision Date Dwg. 159 of 243

AA T.O.R.

20' - 2 1/2"

AA F.F.

0' - 0"

AAABACADAEAF

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

CAST STONE CAP

BATTERED COLUMN

GUTTER

AA 301

AA T.O.S.

13' - 0"

CONDENSER UNIT, SEE MECHANICAL

PORTLAND CEMENT

PLASTER

CAST STONE BASE

STANDING SEAM

METAL ROOF

MANUFACTURED

MASONRY COLUMN

CARD READER

RAIN CHAIN TO

SPLASH BLOCK

A111B

(E) CJ

(E) HB

(E) HOSE BIBB

WALL PACK LIGHT

LOUVER, SEE

MECHANICAL

PAINT OR FOG COAT

COMPLETE PANEL

TO MATCH

CUT BACK (E)

PLASTER AND INFILL

TO MATCH

AA T.O.R.

20' - 2 1/2"

AA F.F.

0' - 0"

A2 A3 A4 A5 A6 A7 A8 A12 A13

AA T.O. CAST STONE

14' - 0"

AA B.O. SOFFIT

9' - 0"

A9 A10

A11

AA 301

AA T.O.S.

13' - 0"

AA 301

STOREFRONT

MANUFACTURED MASONRY COLUMN

STANDING SEAM METAL ROOF

GUTTER

CAST STONE CAP

CAST STONE BASE

OPEN TO

BEYOND

GRADE

SIDEWALK

DRAIN PIPING WITH

LAMBS SPOUT (2)

RAIN CHAIN TO

SPLASH BLOCK

RAIN CHAIN TO

SPLASH BLOCK

33333

AA F.F.

0' - 0"

A8A12A13

AA T.O. CAST STONE

14' - 0"

ALUMINUM SCUPPER BOX

WITH 4" DOWNSPOUT

PORTLAND CEMENT

PLASTER

CAST STONE

CAP

MANUFACTURED MASONRY

COLUMN

WALL PACK

LIGHT

SPLASH BLOCK, SEE

CONDENSER UNITS,

SEE MECHANICAL

/6 AA 508

EXPANSION JOINT IN

CORNER, SEE /9 AA 502

AA F.F.

0' - 0"

ABACAD

AA B.O. SOFFIT

9' - 0"

RELOCATED

GRAVE LOCATOR

PORTLAND CEMENT

PLASTER WALL

(E) BATTERED COLUMN

4" CAST STONE BASE

(E

M A

T C

H

GENERAL NOTES

1. SEE STRUCTURAL DRAWINGS FOR CONCRETE SLAB AND

FOOTINGS.

2. SLOPE ALL SIDEWALKS AND GRADE AWAY FROM BUILDING

MINIMUM 1/4" : 12" UNLESS NOTED OTHERWISE BY CIVIL OR

LANDSCAPE DRAWINGS.

3. SEE AA601 FOR DOOR, WINDOW, AND LOUVER SCHEDULES.

0' 2' 4' 8'

1/4" = 1'-0"

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 201

ADMINISTRATION COMPLEX

EXTERIOR ELEVATIONS

892PC2037.23

J ZUBIK HH LL

1/4" = 1'-0"1

EAST

1/4" = 1'-0"3

SOUTH

1/4" = 1'-0"2

EAST - 2

1/4" = 1'-0"4

GRAVE LOCATOR WALL

Revision Date Dwg. 160 of 243

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

(E) STOREFRONT

STOREFRONT

RELOCATED

(E) FIRE ALARM,

(E) SECURITY ALARM,

HEIGHT TO MATCH EXISTING A104B

2 4 4 4

(E)104A (E)103A

WALL BASE

AS SCHEDULED

SIGNAGE AS SCHEDULED

SIGNAGE AS SCHEDULED

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

STOREFRONT (E) STOREFRONT

MECHANICAL

SHADE CLOTH, TYP

3 3 3 3

WALL BASE

AS SCHEDULED

AA F.F.

0' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

STOREFRONT

A115A

1.1

WALL BASE

AS SCHEDULED

SOFFIT

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

(E)101C

(E) STOREFRONT

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

(E) STOREFRONT

OPEN

TO

BEYOND

OPEN TO

BEYOND

(E) ELECTRICAL PANEL

CARD READER

PARTIAL

HEIGHT

WALL

WALL BASE

AS SCHEDULED

[1.7 m]

5' - 6"

[1 .1 m

[1 .1 m

[2.6 m]

8' - 6"

(E) FEC

AA 506

AA 506

SS-1 SS-1

(E)106A (E)109A (E)110A

WALL BASE

AS SCHEDULED

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

A111B

SIGNAGE AS

SCHEDULED

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

A104B

4 4 4 2

(E)104A WALL BASE AS

SCHEDULED,

ENTIRE ROOM

STOREFRONT

(E) STOREFRONT

AIR RETURN GRILLES,

SEE MECHANICAL

GENERAL NOTES

1. SEE AA109 FOR FURNITURE AND SIGNAGE SCHEDULES.

2. SEE AA601 FOR DOOR AND DOOR FRAME SCHEDULES.

3. SEE AA601 FOR GLAZING INFORMATION.

4. SEE A002 FOR FIXTURE MOUNTING HEIGHTS AND SIGNAGE DETAILS.

5. SEE AA601 FOR FINISH SCHEDULE.

0' 2' 4' 8'

1/4" = 1'-0"

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 202

ADMINISTRATION COMPLEX

INTERIOR ELEVATIONS

892PC2037.23

J ZUBIK HH LL

1/4" = 1'-0"3

CORRIDOR A111 - SOUTH

1/4" = 1'-0"7

OPEN OFFICE A104 - SOUTH

1/4" = 1'-0"5

OPEN OFFICE A104 - EAST

1/4" = 1'-0"4

CORRIDOR A111 - WEST

1/4" = 1'-0"1

CORRIDOR A111 - NORTH

1/4" = 1'-0"2

CORRIDOR A111 - EAST

1/4" = 1'-0"6

OPEN OFFICE A104 - NORTH

Revision Date Dwg. 161 of 243

AA B.O. SOFFIT

9' - 0"

AA B.O. SOFFIT 2

18' - 0"

(E) GLAZING

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

AA B.O. SOFFIT 2

18' - 0"

STOREFRONT

GLAZING

WALL BASE

AS SCHEDULED

A105A

SIGNAGE AS

SCHEDULED

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

AA B.O. SOFFIT 2

18' - 0"

AA B/FRAME

14' - 0"

STOREFRONT

A114A

WALL BASE

AS SCHEDULED

FAN COIL UNIT AT 9'-0" AFF,

SEE MECHANICAL

SIGNAGE AS

SCHEDULED

LIGHT FIXTURE AT 9'-6" AFF,

SEE ELECTRICAL

AA F.F.

0' - 0"

AA B.O. SOFFIT 2

18' - 0"

AA B/FRAME

14' - 0"

OPEN TO

BEYOND

(E) GLAZING

LIGHT FIXTURE AT 9'-6" AFF,

SEE ELECTRICAL

AA F.F.

0' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

AA B/FRAME

14' - 0"

(E) STOREFRONT

AA F.F.

0' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

AA B.O. SOFFIT 2

18' - 0"

(E) DOOR

CARD

READER (E)107A

WALL BASE AS SCHEDULED

AA F.F.

0' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

AA B.O. SOFFIT 2

18' - 0"

AA B/FRAME

14' - 0"

(E)106A

(E) WINDOW

(E) STOREFRONT

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

AA B.O. SOFFIT 2

18' - 0"

(E) GLAZING

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

AA B/FRAME

14' - 0"

(E) STOREFRONT

(E) LIGHT FIXTURE TO REMAIN

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

AA B.O. SOFFIT 2

18' - 0"

GLAZING

STOREFRONT

A105A

WALL BASE

AS SCHEDULED

AA F.F.

0' - 0"

AA B.O. SOFFIT 2

18' - 0"

AA B/FRAME

14' - 0"

(E) WINDOW

GWB INFILL

WALL BASE

AS SCHEDULED

FAN COIL UNIT AT 9'-0" AFF,

SEE MECHANICAL

(E) LIGHT FIXTURE TO REMAIN

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

AA B.O. SOFFIT 2

18' - 0"

GENERAL NOTES

1. SEE AA109 FOR FURNITURE AND SIGNAGE SCHEDULES.

2. SEE AA601 FOR DOOR AND DOOR FRAME SCHEDULES.

3. SEE AA601 FOR GLAZING INFORMATION.

4. SEE A002 FOR FIXTURE MOUNTING HEIGHTS AND SIGNAGE DETAILS.

5. SEE AA601 FOR FINISH SCHEDULE.

AA F.F.

0' - 0"

AA B.O. SOFFIT 2

18' - 0"

FAN COIL UNIT AT 9'-0" AFF,

SEE MECHANICAL

A114A

WALL BASE

AS SCHEDULED

STOREFRONT

LIGHT FIXTURE AT 9'-6" AFF,

SEE ELECTRICAL

0' 2' 4' 8'

1/4" = 1'-0"

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 203

ADMINISTRATION COMPLEX

INTERIOR ELEVATIONS

892PC2037.23

Checker HH LL

1/4" = 1'-0"2

BUDGET OFFICE A113 / ASST. DIRECTOR A114 - EAST

1/4" = 1'-0"4

BUDGET OFFICE A113 / ASST. DIRECTOR A114 - WEST

1/4" = 1'-0"1

BUDGET OFFICE A113 - NORTH

1/4" = 1'-0"3

BUDGET OFFICE A113 - SOUTH

1/4" = 1'-0"5

OPERATION CENTER A106 - NORTH

1/4" = 1'-0"6

OPERATION CENTER A106 - EAST

1/4" = 1'-0"7

OPERATION CENTER A106 - SOUTH

1/4" = 1'-0"8

OPERATION CENTER A106 - WEST

1/4" = 1'-0"9

DIRECTOR A105 - NORTH

1/4" = 1'-0"10

DIRECTOR A105 - EAST

1/4" = 1'-0"11

DIRECTOR A105 - SOUTH

1/4" = 1'-0"12

DIRECTOR A105 - WEST

1/4" = 1'-0"13

ASST. DIRECTOR A114 - SOUTH

Revision Date Dwg. 162 of 243

AA F.F.

0' - 0"

RELOCATED

(E) GRAVE LOCATOR

2 x WOOD FRAME, PAINTED

[0 .7 m

FAN COIL UNIT,

SEE MECHANICAL

AA F.F.

0' - 0"

AA F.F.

0' - 0"

WALL BASE

AS SCHEDULED

A207A

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

WALL BASE

AS SCHEDULED

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

STOREFRONT

MECHANICAL

SHADE CLOTH

AA F.F.

0' - 0"

AA B.O. SOFFIT

9' - 0"

STOREFRONT

A115A

1.1

AA F.F.

0' - 0"

AA B.O. DECK

11' - 4"

WALL BASE

AS SCHEDULED

AA F.F.

0' - 0"

AA B.O. DECK

11' - 4"

(E)107A

GENERAL NOTES

1. SEE AA109 FOR FURNITURE AND SIGNAGE SCHEDULES.

2. SEE AA601 FOR DOOR AND DOOR FRAME SCHEDULES.

3. SEE AA601 FOR GLAZING INFORMATION.

4. SEE A002 FOR FIXTURE MOUNTING HEIGHTS AND SIGNAGE DETAILS.

5. SEE AA601 FOR FINISH SCHEDULE.

0' 2' 4' 8'

1/4" = 1'-0"

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 204

ADMINISTRATION COMPLEX

INTERIOR ELEVATIONS

892PC2037.23

J ZUBIK HH LL

1/4" = 1'-0"1

STORAGE A207 - NORTH

1/4" = 1'-0"2

STORAGE A207 - EAST

1/4" = 1'-0"3

STORAGE A207 - SOUTH

1/4" = 1'-0"4

STORAGE A207 - WEST

1/4" = 1'-0"5

ADMIN OFFICE A115 - NORTH

1/4" = 1'-0"6

ADMIN OFFICE A115 - EAST

1/4" = 1'-0"7

ADMIN OFFICE A115 - SOUTH

1/4" = 1'-0"8

ADMIN OFFICE A115 - WEST

1/4" = 1'-0"9

STORAGE A107 - SOUTH

1/4" = 1'-0"10

STORAGE A107 - WEST

Revision Date Dwg. 163 of 243

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 205

ADMINISTRATION COMPLEX

PERSPECTIVE VIEWS

892PC2037.23

J ZUBIK HH LL

SOUTH VIEW

NORTHEAST VIEW

Revision Date Dwg. 164 of 243

AA T.O.R.

20' - 2 1/2"

AA F.F.

0' - 0"

A1 A2 A3 A4 A5 A6 A7 A8 A12 A13

AA T.O. CAST STONE

14' - 0"

A9 A10

A11

AA T.O.S.

13' - 0"

CAST STONE CAP

WOMENS

RESTROOM

A204

STORAGE

A205

BREEZE

WAY

A200

CONFERENCE

A102

CUSTOMER

ASSISTANCE

A103

OPEN

OFFICE

A104

ADMIN

OFFICE

A115 4 4 4 2

A104B

PHOTOVOLTAIC PANELS

ON ALUM RACK

AA F.F.

0' - 0"

AB AC AD AE AF

AA T.O. CAST STONE

14' - 0"

AA B.O. DECK

11' - 4"

AA 302

AA 302

BATTERED COLUMN

STOREFRONT

STANDING SEAM METAL ROOF

RESTROOM

A109

CORRIDOR

A111

OPEN

OFFICE

A104

CAST STONE BASE

RAIN CHAIN

GUTTER

CAST STONE CAP

A115AA111B

1.1

AA T.O.R.

20' - 2 1/2"

AA F.F.

0' - 0"

A1 A2 A3 A4 A5 A6 A7 A8 A12 A13

AA T.O. CAST STONE

14' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

A9 A10

A11

MANUFACTURED

MASONRY COLUMN

CAST STONE CAP

MEMBRANE ROOFING

OPEN

TO BEYOND

OPEN

TO

BEYOND

MENS

RESTROOM

A202

BREEZE

WAY

A200

RECEPTION

A101

CORRIDOR

A111

AA 303

PHOTOVOLTAIC PANELS

ON ALUM RACK

HVAC UNIT, SEE MECHANICAL

A114A

HVAC UNIT, SEE MECHANICAL

AA T.O.R.

20' - 2 1/2"

AA F.F.

0' - 0"

AA AB AC AD AE AF

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

AA B.O. SOFFIT 2

18' - 0"

DUCTWORK,

SEE MECHANICAL

ASST.

DIRECTOR

A114

BUDGET

OFFICE

A113

CORRIDOR

A111

OPEN

OFFICE

A104

AA F.F.

0' - 0"

AB AC AD AE AF

AA T.O. CAST STONE

14' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

RESTROOM

A109

CORRIDOR

A111

OPEN

OFFICE

A104

BATTERED COLUMN

ROOF DRAIN PIPING

WITH LAMBS SPOUT (2)

STANDING SEAM METAL ROOF

GUTTER

CAST STONE CAP

ROOF DRAIN

AND OVERFLOW

PHOTOVOLTAIC PANELS

ON ALUM RACK

AA 303

A111B A115A

1.1

0' 24' 48' 96'

3/16" = 1'-0"

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 301

ADMINISTRATION COMPLEX

SECTIONS

892PC2037.23

Checker HH LL

3/16" = 1'-0"1

SECTION 1

3/16" = 1'-0"3

SECTION 3

3/16" = 1'-0"2

SECTION 2

3/16" = 1'-0"5

SECTION 5

3/16" = 1'-0"4

SECTION 4

Revision Date Dwg. 165 of 243

AF

AA T.O. CAST STONE

14' - 0"

AA B.O. SOFFIT

9' - 0"

CONCRETE SLAB,

SEE STRUCTURAL

WALL BASE,

AS SCHEDULED

GYPSUM WALLBOARD

OPEN OFFICE EXTERIOR

ALUMINUM FRAME

WOOD HEADER,

SEE STRUCTURAL

GYPSUM WALLBOARD

TONGUE AND

GROOVE WOOD

CEILING ON JOIST,

SEE STRUCTURAL

SHEATHING SEALED

AIR BARRIER

GUTTER

STANDING SEAM

METAL ROOF ON

WEATHER BARRIER

ON PLYWOOD

FORMED

METAL FASCIA

MANUFACTURED

MASONRY

BEYOND

CAST STONE

BASE

VAPOR BARRIER

AND FILL UNDER

CONCRETE SLAB

AWNING VENT

COBBLE

CAST STONE CAP

FLASHING AT

DOWNSIDE SLOPE OF

COLUMN

FLASHING AT UPSIDE

SLOPE OF COLUMN

FLASHING AT SIDE

SLOPE OF COLUMN

AA 501

AA 501

AA 508

SIM

/3 AA 503

AA 502

[1.1 m]

3' - 6"

WITH SHADE

WITHOUT SHADE

CONTINUOUS AIR BARRIER

AA F.F.

0' - 0"

AD AE

AA T.O. CAST STONE

14' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

AA T.O.S.

13' - 0"

CONCRETE SLAB,

SEE STRUCTURAL

WALL BASE

AS SCHEDULED

OPEN OFFICE

ALUMINUM FRAME

GYPSUM WALLBOARD

CAST STONE CAP

MANUFACTURED

MASONRY ON METAL

LATH ON (2) LAYERS

WEATHER BARRIER ON

PLYWOOD

STANDING SEAM

METAL ROOF ON

WEATHER BARRIER

ON PLYWOOD

WOOD CEILING ON JOIST,

SEE STRUCTURAL

MEMBRANE ROOF

ON COVER BOARD

ON R-30

TAPERED INSULATION

ON PLYWOOD

(E) GYPSUM

WALLBOARD

CORRIDORRESTROOM

WOOD HEADER,

SEE STRUCTURAL

FIRE BLOCKING

VAPOR BARRIER AND FILL

UNDER CONCRETE SLAB

ACOUSTICAL

CEILING TILE

DUCTWORK, SEE MECH.

(E) WALL

AA 502

SOFFIT BEYOND

AA 501

AA 502

(E) CONCRETE SLAB

A111B

(E) CONCRETE FOOTING

AA 501

SIM

A115A

1.1

CONTINUOUS AIR BARRIER

GENERAL NOTES

1. SEE STRUCTURAL DRAWINGS FOR CONCRETE SLAB AND

FOOTINGS.

2. SLOPE ALL SIDEWALKS AND GRADE AWAY FROM BUILDING

MINIMUM 1/4" : 12" UNLESS NOTED OTHERWISE BY CIVIL OR

LANDSCAPE DRAWINGS.

3. PROVIDE WOOD BLOCKING FOR ALL WALL AND CEILING MOUNTED

FIXTURES, ACCESSORIES, ETC.

0' 6' 12' 24'

3/4" = 1'-0'

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 302

ADMINISTRATION COMPLEX

WALL SECTIONS

892PC2037.23

J ZUBIK HH LL

3/4" = 1'-0"1

WALL SECTION 1

3/4" = 1'-0"2

WALL SECTION 2

Revision Date Dwg. 166 of 243

A13

AA T.O. CAST STONE

14' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

EXTERIOR CORRIDOR

CONCRETE SLAB,

SEE STRUCTURAL

WALL BASE,

AS SCHEDULED

DOOR.

R-19 BATT INSULATION

VAPOR BARRIER

AND FILL UNDER

CONCRETE SLAB,

SEE STRUCTURAL

WOOD HEADER

GYPSUM WALLBOARD

ACOUSTICAL

CEILING PANEL

CAST STONE BASE

FOOTING, SEE

STRUCTURAL

PAD ELEVATION,

SEE CIVIL

FINISH GRADE,

SEE CIVIL

CAST STONE CAP

MANUFACTURED

MASONRY ON METAL

LATH ON (2) LAYERS

WEATHER BARRIER

ON PLYWOOD

FIRE BLOCKING

MANUFACTURED

MASONRY BEYOND

PORTLAND

CEMENT PLASTER

ON SHEATHING

PORTLAND CEMENT

PLASTER ON

SHEATHING ON

SUSPENDED FRAMING

MEMBRANE ROOFING ON

COVER BOARD ON R-30

TAPERED INSULATION

ON WOODAA 502

AA 503

COBBLE, SEE

LANDSCAPE

CONTINUOUS AIR BARRIER

GENERAL NOTES

1. SEE STRUCTURAL DRAWINGS FOR CONCRETE SLAB AND

FOOTINGS.

2. SLOPE ALL SIDEWALKS AND GRADE AWAY FROM BUILDING

MINIMUM 1/4" : 12" UNLESS NOTED OTHERWISE BY CIVIL OR

LANDSCAPE DRAWINGS.

3. PROVIDE WOOD BLOCKING FOR ALL WALL AND CEILING MOUNTED

FIXTURES, ACCESSORIES, ETC.

AA F.F.

0' - 0"

AF

AA T.O. CAST STONE

14' - 0"

AA B.O. SOFFIT

9' - 0"

EXTERIOROPEN OFFICE

1' - 0"1' - 0"11"2' - 1"

CONCRETE SLAB,

SEE STRUCTURAL

GYPSUM WALLBOARD

WOOD CEILING

ON JOIST, SEE

STRUCTURAL

SHEATHING

SEALED AIR

BARRIER

GUTTER

STANDING SEAM

METAL ROOF ON

WEATHER BARRIER

ON PLYWOOD

GUTTER

FORMED

METAL FASCIA

RAIN CHAIN

MANUFACTURED

MASONRY ON

METAL LATH ON (2)

LAYERS WEATHER

BARRIER ON

PLYWOOD

CAST STONE

BASE

VAPOR BARRIER

AND FILL UNDER

CONCRETE SLAB

COBBLE, SEE

LANDSCAPE

CAST STONE CAP

SPLASH BLOCK

AA 508

SIM

AA 505

AA 502

AA 502

AA 508

SIM

AA 505

AA 503

AA 503

R-19 BATT INSULATION

AA 502

HSS COLUMN,

SEE STRUCTURAL

DRAIN PIPE WITH

LAMBS SPOUT (2)

AA F.F.

0' - 0"

AA T.O. CAST STONE

14' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

EXTERIOR

CAST STONE BASE

CAST STONE CAP

FIRE BLOCKING

(E) PORTLAND

CEMENT PLASTER

ON SHEATHING ON

SUSPENDED

FRAMING

MEMBRANE ROOFING ON

COVER BOARD ON R-30

TAPERED INSULATION

ON WOOD

R-19, BATT

INSULATION

BREEZE WAYSTORAGE

MANUFACTURED

MASONRY BEYOND

(E) COBBLE,

SEE LANDSCAPE

FOOTING,

SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

GYPSUM WALLBOARD

R-19 BATT

INSULATION

PORTLAND CEMENT

PLASTER ON METAL

LATH ON (2) LAYERS

WEATHER BARRIER

ON PLYWOOD

(E) FINISH GRADE,

SEE CIVIL

AA 505

AA 502

AA 504

AA 505

CONTINUOUS AIR

BARRIER

AA F.F.

0' - 0"

AA B.O. DECK

11' - 4"

AA B.O. SOFFIT

9' - 0"

BREEZEWAYSTORAGE

(E) PORTLAND

CEMENT PLASTER

ON SHEATHING ON

SUSPENDED

FRAMING

(E) PAVING

GYPSUM WALLBOARD

R-19 BATT

INSULATION

WALL INFILL,

PORTLAND CEMENT

PLASTER ON METAL

LATH ON (2) LAYERS

WEATHER BARRIER

ON PLYWOOD

(E) MEMBRANE ROOFING

0' 6' 12' 24'

3/4" = 1'-0'

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 303

ADMINISTRATION COMPLEX

WALL SECTIONS

892PC2037.23

J ZUBIK HH LL

3/4" = 1'-0"1

WALL SECTION 5

3/4" = 1'-0"2

WALL SECTION 6

3/4" = 1'-0"3

WALL SECTION 7

3/4" = 1'-0"4

WALL SECTION 8

Revision Date Dwg. 167 of 243

1' - 0"

11 1/2" 3/4"

5/8" GYPSUM WALLBOARD

WOOD FRAMING

SEALANT WITH BACKER ROD

ALUMINUM WINDOW FRAME

COL

/4

5/8" GYPSUM

WALLBOARD

ACOUSTIC

CEILING TILE

[0.3 m]

11"

[0 .2 m

[0.2 m]

8"

5/8" GYPSUM

WALLBOARD

HEADER, SEE

STRUCTURAL

SEALANT WITH

BACKER ROD

SEALANT ALL AROUND

INTERIOREXTERIOR

R-19 BATT INSULATION

1/2" PLYWOOD SHEATHING

PORTLAND CEMENT PLASTER ON

SELF-FURRING METAL LATH

(2) LAYERS OF NO.15 FELT

PAPER

FORMED METAL FLASHING,

OVERLAP WATER BARRIER

ON METAL FLASHING

CASING BEAD

HOLLOW METAL FRAME

SCHEDULED DOOR

5/8" GYPSUM WALLBOARD

WOOD BLOCKING

SEALANT ALL AROUND

INTERIOREXTERIOR

R-19 BATT INSULATION

1/2" PLYWOOD SHEATHING

PORTLAND CEMENT

PLASTER ON SELF-FURRING

METAL LATH

(2) LAYERS OF NO.15 FELT

PAPER

FORMED METAL FLASHING,

OVERLAP WATER BARRIER

ON METAL FLASHING

CASTING BEAD

SEALANT WITH BACKER ROD

HOLLOW METAL FRAME

SCHEDULED DOOR

WATERTABLE,

WHERE OCCURS

R-19 BATT INSULATION

5/8" GYPSUM WALLBOARD

SEALANT ALL AROUND

HOLLOW METAL FRAME

SCHEDULED DOOR

WOOD BLOCKING

5/8" GYPSUM WALLBOARD

MECHANICAL

SHADE CLOTH

SYSTEM

ALUMINUM

ENCLOSURE

PANEL BY

SHADE MFR

AF

HEADER, SEE STRUCTURAL

ALUMINUM FRAME,

ALIGN EXTERIOR FACE OF

FRAME WITH COLUMN LINE

SEALANT

WITH BACKER ROD

CASING BEAD

FORMED METAL FLASHING,

LAP WATER BARRIER OVER

METAL FLASHING

PORTLAND CEMENT

PLASTER ON METAL LATH

ON (2) LAYERS 15# ASPHALT

FELT ON 1/2" PLYWOOD ON

WOOD FRAMING

R-19 BATT INSULATION

INTERIOREXTERIOR

/4

4 3/4"

/4

R .O

P

E R

S H

E E

T A

A

1" 11 1/2" 3/4"

4 1/2" 7 1/2"

SEALANT WITH

BACKER ROD

COL

/2

" 4

1' - 0"

4 1/2" 7 1/2"

R .O

P

E R

D O

O R

S C

H E

D U

L E

GYPSUM

WALLBOARD

BEYOND

AWNING HUNG

OPERABLE SASH

WALL BASE

AS SCHEDULED

FINISH FLOOR

AS SCHEDULED

CONCRETE

SLAB, SEE

STRUCTURAL

INSECT SCREEN AT

ALL OPERABLE WINDOWS, TYP

ALUMINUM FRAME

ALIGN EXTERIOR FACE OF FRAME

WITH COLUMN LINE

CAST STONE

BASE BEYOND

EASED CONCRETE EDGING

COBBLE

SEE LANDSCAPE

NOTE:

INSTALL INSECT SCREENS

AT ALL OPERABLE

WINDOWS - TYPICAL

SEALANT WITH BACKER ROD

ALUMINUM WINDOW

FRAME

COL

/4

COL

1' - 0"

9" 11 1/2" 3/4"

/2

/4

STEEL COLUMN,

SEE STRUCTURAL

5/8" GYPSUM

WALLBOARD

SEALANT WITH BACKER ROD

2-1/2" ALUMINUM JAMB

EXTENSION TRIM BY FRAME

MFR, MATCH FRAME FINISH

SEALANT BEHIND TRIM

SEALANT AT CAST STONE BELOW

ALUMINUM FRAME ALIGN EXTERIOR

FACE WITH COLUMN LINE

MANUFACTURED MASONRY ON

MORTAR BED ON METAL LATH

ON (2) 15# ASPHALT FELT ON

1/2" PLYWOOD ON WOOD

FRAMING

CAST STONE BELOW

3" +/-

1' - 0"

SEALANT WITH BACKER ROD

4 1/4"

10"

1 3/8" 4 1/2"

PIN ANCHOR TYP.,

SEE STRUCTURAL, PROVIDE

SEALANT AT PIN

CAST STONE SILL

WITH DRIP EDGE

/8

2" 2"

SEALANT WITH BACK ROD

THRU WALL

METAL FLASHING

WITH 1/4" HEMMED DRIP

WITH WEEPS 48" OC.

PLYWOOD SHEATHING,

SEE STRUCTURAL

CASING BEAD

EASED EDGE SOLID

SURFACE WINDOW SILL

SEALANT WITH BACKER ROD

WALL BEYOND

ALUMINUM FRAME

GLAZING

5/8" GYPSUM WALLBOARD

ON WOOD FRAMING

R-19 BATT INSULATION

INTERIOREXTERIOR

3 5/8" 5 5/8" 5/8"

COL

VAPOR BARRIER

SPLIT-FACE MASONRY,

SEE STRUCTURAL

COL

SEALANT WITH

BACKER ROD

ALUMINUM FRAME

SEALANT WITH

BACKER ROD

CORNER BEAD

SPLIT-FACE MASONRY VENEER

R-19, BATT INSULATION

5/8" GYPSUM WALLBOARD

ON 2x6 WOOD FURRING

/4

WATER TABLE

PLYWOOD SHEATHING,

SEE STRUCTURAL

AIR BARRIER

5/8" GYPSUM WALLBOARD ON

2x8 WD FRAMING

WINDOW SHADES

COL

HEADER, SEE STRUCTURAL

ALUMINUM FRAME

FLASHING & SEALANT

WITH BACKER ROD

CASING BEAD

PORTLAND CEMENT PLASTER

R-19 BATT INSULATION

INTERIOREXTERIOR

1 3/8" 8" 5/8"

METAL LATH

(2) LAYERS 15#

ASPHALT FELT

LAP OVER FLASHING

GLAZING

4 1/2"

1/2" PLYWOOD

CORNER BEAD

CASING BEAD

AND SEALANT WITH BACKER

ROD

WALL BEYOND

SEALANT W/ BACKER ROD

HOLLOW METAL FRAME

SCHEDULED DOOR

1/2" PLYWOOD ON 2x8

WOOD FRAMING

1" FLUSH ALUMINUM

WALL PANEL, BOTH SIDES

WOOD BLOCKING

ALUMINUM J-RECEIVER

R-19 BATT INSULATION

SEALANT WITH

BACKER ROD

COL

/2

4 1/2"

R .O

P

E R

D O

O R

S C

H E

D U

L E

GYPSUM

WALLBOARD

BEYOND

WALL BASE

AS SCHEDULED

FINISH FLOOR

AS SCHEDULED

CONCRETE

SLAB, SEE

STRUCTURAL

ALUMINUM FRAME

ALIGN EXTERIOR FACE OF FRAME

WITH COLUMN LINE

SPLIT-FACE MASONRY

VENEER BEYOND,

WHERE OCCURS

EASED CONCRETE EDGING

TOP OF PAVING, SEE CIVIL

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 501

DETAILS 892PC2037.23

J ZUBIK HH LL

3" = 1'-0"12

ALUM DOOR JAMB AT GWB COLUMN (HEAD SIM.)

3" = 1'-0"7

HOLLOW METAL DOOR FRAME - HEAD

3" = 1'-0"8

HOLLOW METAL DOOR FRAME - JAMB

3" = 1'-0"10

HOLLOW METAL DOOR FRAME - HEAD - INT

3" = 1'-0"1

STOREFRONT HEAD AT PORTLAND CEMENT WALL

3" = 1'-0"3

OPERABLE WINDOW SILL AT CONC SLAB

3" = 1'-0"2

WINDOW JAMB AT MANUFACTURED MASONRY

3" = 1'-0"9

WINDOW SILL AT SPLIT-FACE MASONRY WALL

3" = 1'-0"5

ALUM FRAME JAMB AT VENEER WALL

3" = 1'-0"4

WINDOW HEAD AT PORTLAND CEMENT WALL

3" = 1'-0"11

HM DOOR FRAME - HEAD - METAL WALL PANEL

3" = 1'-0"6

WINDOW SILL AT CONC SLAB

Revision Date Dwg. 168 of 243

/8

/8

1' - 2"

5 3/4" 8 1/4"

6 1/2" 3" +/-

2 1/2" 9 1/2" 2"

MANUFACTURED MASONRY

ON MORTAR BED ON

METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON 1/2"

PLYWOOD

1/2" PLYWOOD ON WOOD

STUD FRAMING

USE ONLY THE THICKEST

PIECES OF MANUFACTURED

MASONRY AT THE TOP

COURSE TO MINIMIZE VISUAL

EXPOSURE OF THE METAL

FLASHING

METAL FLASHING WITH/ 1/4"

HEMMED DRIP

CAST STONE

HIGH POINT OF CAST STONE

CAP TO ALIGN WITH HIGH

POINT OF CAST STONE CAP

AT ADJACENT WALL

METAL FLASHING,

PAINT TO MATCH

CAST STONE

SEALANT AT PIN

PIN ANCHOR TYP.,

SEE STRUCTURAL

WRAP ASPHALT FELT

OVER MEMBRANE ROOFING

MEMBRANE ROOFING WRAP

OVER TOP OF STUD

/8

/8

EQ. EQ.

2 1/2" 6 1/2" 3"

1/2" PLYWOOD ON WOOD

STUD FRAMING

METAL FLASHING WITH 1/4"

HEMMED DRIP

METAL FLASHING,

PAINT TO MATCH

CAST STONE

SEALANT AT PIN

PIN ANCHOR TYP.,

SEE STRUCTURAL

WRAP ASPHALT FELT

OVER MEMBRANE ROOFING

MEMBRANE ROOFING WRAP

OVER TOP OF STUD

CAST STONE

PORTLAND CEMENT PLASTER

ON METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON 1/2"

PLYWOOD

1/2" PLYWOOD ON

WOOD STUD FRAMING

USE ONLY THE THICKEST

PIECES OF MANUFACTURED

MASONRY AT THE TOP

COURSE TO MINIMIZE

VISUAL EXPOSURE OF THE

METAL FLASHING

METAL FLASHING WITH

1/4" HEMMED DRIP

CAST STONE

HIGH POINT OF CAST STONE

CAP TO ALIGN WITH HIGH

POINT OF CAST STONE CAP

AT ADJACENT WALL

MANUFACTURED MASONRY

ON MORTAR BED ON

METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON 1/2"

PLYWOOD

COL

SEALANT

AT PIN, TYP.

PIN ANCHOR TYP.,

SEE STRUCTURAL

WRAP ASPHALT FELT OVER TOP

PLYWOOD SHEATHING

3" +/- 9" 9" 3" +/-

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

5 3/4" 8 1/4"

1' - 2" 1' - 2"

2' - 4"

/8

/8

1/2" 1"

MANUFACTURED MASONRY

ON MORTAR BED ON

METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON 1/2"

PLYWOOD

WEEP SCREED

FLASHING

3/4" TURN UP

Z-CLIP SEALANT AT

VERTICAL LEG & UNDER Z

STANDING SEAM METAL

ROOF ON 30# ASPHALT

FELT ON 5/8" PLYWOOD

R-30 INSULATION

TONGUE AND GROOVE WOOD

CEILING ON WOOD FRAMING

COL

11 21/32"

SEE WALL SECTIONS FOR

DIMENSIONS FROM

CENTERLINE AT TOP AND BOTTOM OF

INCLINED WALL

/4

SNAP ON CAP SEAM

STANDING SEAM METAL

ROOF ON 30# ASPHALT

FELT ON 5/8" PLYWOOD

SEE ROOF PLAN

TYP.

1' - 6"

ALUMINUM GABLE

FLASHING WITH

CAP SEAM

SEALANT

ALUMINUM CLIP

N O

M

B/SOFFIT

SEE ELEV

PERFORATED

ALUMINUM SOFFIT

ALUMINUM J-RECEIVER

SEE ROOF PLAN

TYP

1' - 0"

/4

N O

M

ALUM

CLIP

SEALANT

ALUM GABLE FLASHING

WITH J-CLOSURE

MECHANICALLY FASTENED SEAM

STANDING SEAM

METAL ROOF ON

30# ASPHALT FELT

ON 5/8" PLYWOOD

B/SOFFIT

SEE ELEV

[0.2 m]

8"

WALL, SEE PLAN

COL

2" 3" +/- 9"

/2

MANUFACTURED MASONRY ON

MORTAR BED ON METAL LATH ON

(2) LAYERS 15# ASPHALT FELT

ON 1/2" PLYWOOD ON

2x6 WD FRAMING

WEEP SCREED

FLASHING

STANDING SEAM

METAL ROOF

ALUM Z-RECEIVER

SET IN SEALANT

30# ASPHALT FELT

ON 5/8" PLYWOOD

R-30 INSULATION

TONGUE AND GROOVE CEILING

ON WD FRAMING

2" MIN. 2" MIN.

WELDED WATERTIGHT

METAL ROOF CURB

OR METAL ROOF VENT

SEALANT

MEMBRANE ROOFING

ON COVER BOARD ON

TAPERED R-30

INSULATION

WOOD BLOCKING

AS REQUIRED

WOOD FRAMING

SEE STRUCTURAL

5/8" PLYWOOD

COL

9" 3" +/-

/4

/4

8 1/2" 3 1/2"

1' - 0"

MANUFACTURED MASONRY

ON MORTAR BED ON

METAL LATH ON

(2) LAYERS 15# ASPHALT FELT

ON 1/2" PLYWOOD

WEEP SCREED

FLASHING

3/4" TURN-UP

SEALANT AT

VERTICAL LEG

& UNDER Z STANDING SEAM METAL ROOF

ON 30# ASPHALT FELT

ON 5/8" PLYWOOD

8-IN BATT INSULATION FS25

FOIL FACED WITH

EXTENDED FLANGES

TONGUE AND GROOVE

WOOD CEILING

SEALANT W/

BACKER ROD

J-BEAD

5/8" GWB W/ FURRING LAYER

AND WD FURRING

MEMBRANE

ROOFING

ON 1/2" PLYWOOD

ON 2x6 WD

FRAMING

R-19 BATT INSULATION

1-IN MIN AIR GAP

COL

9" 3" +/- SEE ROOF PLAN MANUFACTURED MASONRY

ON MORTAR SETTING BED

ON METAL LATH ON

(2) LAYERS 15#

ASPHALT FELT ON

1/2" PLYWOOD ON

2x6 WD FRAMING

WEEP SCREED

FLASHING & J-CLOSURE

MECHANICALLY FASTENED

SEAM

STANDING SEAM METAL

ROOF ON 30# ASPHALT FELT

ON 5/8" PLYWOOD

2x3 WD

BLOCKING

SEALANT

TONGUE AND GROOVE WD

CEILING ON WD FRAMING

/4

8-IN BATT INSULATION FS25

FOIL FACED WITH

EXTENDED FLANGES

1-IN MIN AIR GAP

PORTLAND CEMENT

PLASTER ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON 1/2"

PLYWOOD SHEATHING

EXPANSION JOINT

CUT BACK (E) FINISH

AND INFILL TO MATCH

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 502

DETAILS 892PC2037.23

J ZUBIK HH LL

3" = 1'-0"4

CAST STONE CAP AT MANUFACTURED MASONRY

3" = 1'-0"1

CAST STONE CAP AT PORTLAND CEMENT PLASTER

3" = 1'-0"7

CAST STONE CAP AT MFR MASONRY WING WALL

3" = 1'-0"5

STANDING SEAM METAL ROOF AT COLUMN (LOW)

3" = 1'-0"10

STANDING SEAM METAL ROOF AT CURVED GABLE

3" = 1'-0"11

STANDING SEAM METAL ROOF AT STRAIGHT GABLE

3" = 1'-0"8

STANDING SEAM METAL ROOF AT COLUMN (HIGH)

3" = 1'-0"3

MEMBRANE ROOFING AT METAL ROOF CURB

3" = 1'-0"6

STANDING SEAM METAL ROOF AT HEAD WALL

3" = 1'-0"2

STANDING SEAM METAL ROOF AT AT RAKE WALL

6" = 1'-0"9

INSIDE CORNER FLASIHING

Revision Date Dwg. 169 of 243

/2

5/8" 6" 1"

EXTEND 1/2" PLYWOOD TO

UNDERSIDE OF STRUCTURE

TO PROVIDE AIR SEAL

CEILING SUSPENSION SYSTEM,

PROVIDE SEISMIC SPLAY

WIRES AND COMPRESSION

STRUTS PER MFR INSTRUCTIONS

SEALANT WITH BACKER ROD

5/8" GYPSUM WALLBOARD

SHEATHING

PORTLAND CEMENT PLASTER

ON SELF-FURRING METAL LATH

PORTLAND CEMENT PLASTER

ON METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON 1/2"

PLYWOOD ON 2x6 WOOD

FRAMING

5/8" GYPSUM WALLBOARD

R-19 BATT INSULATION

INTERIOR EXTERIOR

COL

TUBE STEEL

COLUMN BEYOND,

SEE STRUCTURAL

PERFORATED

ALUMINUM SOFFIT

ALUMINUM F-RECEIVER

SEALANT WITH BACKER ROD

MANUFACTURED

MASONRY ON MORTAR

SETTING BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT

1/2" PLYWOOD

ON 2x6 WOOD FRAMING

R-19 BATT INSULATION

9" 3" +/-

BO SOFFIT

SEE RCP

COL

BO SOFFIT

SEE RCP

R-19 BATT INSULATION

HEADER, SEE STRUCTURAL

(2) LAYERS 15# ASPHALT FELT

ON 1/2" PLYWOOD

ON 2x6 WOOD FRAMING

PERFORATED ALUMINUM SOFFIT

ALUMINUM F-RECEIVER

SEALANT WITH BACKER ROD

ALUMINUM FRAME AND GLAZING,

ALIGN EXTERIOR FACE OF FRAME

WITH COLUMN LINE

WOOD BLOCKING

SEALANT

CORNER BEAD

5/8" GYPSUM WALLBOARD

1' - 0"

/8

/4

1x4 TONGUE AND GROOVE

CEDAR CEILING ON FURRING

TUBE STEEL (BEYOND),

SEE STRUCTURAL

ALUMINUM J-RECEIVER

5/8" GYPSUM WALLBOARD

CEDAR WOOD FURRING

1/4"1/4"

FIN. CEILING

VARIES

WOOD FRAMING BEYOND,

SEE STRUCTURAL

DRAWINGS

1x4 TONGUE AND GROOVE

CEDAR CEILING ON FURRING

5/8" GYPSUM WALLBOARD

PARTITION PER PLAN

COL

3/8" 1' - 0" 1' - 0" 3/8"

2x6 WOOD FRAMING

GYPSUM WALLBOARD

BULKHEAD

REVEAL ANGLE

BO GWB BULKHEAD

ACOUSTICAL CEILING

TILE

M

IN

SEE RCP

COL

6" 1"

CAST STONE WALL BEYOND

1/2" PLYWOOD SHEATHING

PORTLAND CEMENT PLASTER

ON SELF-FURRING METAL LATH

(2) LAYERS OF NO.15

FELT PAPER

OVERLAP FELT PAPER

OVER DRIP MOLD FLANGE

WOOD HEADER,

SEE STRUCTURAL

DRIP MOLD WITH

WEEP HOLES

CASING BEAD

PORTLAND CEMENT PLASTER

ON METAL LATH ON (2) LAYERS

WEATHER BARRIER ON WD FRAMING

METAL REVEAL

PAINT TO MATCH CEILING

CEILING SUSPENSION SYSTEM

WITH SPLAY WIRES AND

COMPRESSION STRUTS PER

MANUFACTURER INSTRUCTIONS

5/8" GYPSUM BOARD

SHEATHING

PORTLAND CEMENT

ON SELF-FURRING METAL LATH

COL

R-19 BATT INSULATION

5/8" GWB ON 2x6 WD FRAMING

PERF ALUM

SOFFIT

ALUM

F-RECEIVER

SEALANT

CONTINUOUS

CASING BEAD

PORTLAND CEMENT

PLASTER ON

METAL LATH ON

(2) LAYERS 15# ASPHALT FELT

1/2" PLYWOOD

INTERIOR

B/SOFFIT

SEE ELEV

WD FRAMING

CONTINUOUS CONCEALED

COVE FIXTURE; SEE

ELECTRICAL DRAWINGS

MIRROR

A L

IG

N

REVEAL ANGLE

ALUM

J-RECEIVER

WHITE ACRYLIC

EXTRUDED

LUMINOUS LENS, MATTE

FINISH

FIN. CEILING

8'-0" AFF

5/8" GYP BD CEILING

ON SUSPENDED FRAMING

1/2" METAL REVEAL

1' - 6"

5/8" GWB SOFFIT

WD FRAMING

B.O. SOFFIT

7'-0" AFF

0' - 8"

R

/8

PERF ALUM

SOFFIT

ALUM

Z-TRIM

FLUSH ALUM

FASCIA PANEL

(2) LAYERS 15# ASPHALT FELT

ON 1/2" PLYWOOD

ALUM FASCIA TO

SOFFIT FLASHING

S E

E S

T R

U C

T U

R A

L

TUBE STEEL BEAM BEYOND,

SEE STRUCTURAL COL

STANDING SEAM METAL ROOF ON

30# ASPHALT FELT ON

5/8" PLYWOOD

WOOD BLOCKING

TUBE STEEL

CURVED BEAM

BEYOND

V

.I .F

WOOD

FRAMING

PERF ALUM SOFFIT

B/SOFFIT

SEE ELEV

1"

COL

COL

3" 9" 11 3/8" 5/8"

/8

/8

3/8"

3" 1"

MANUFACTURED MASONRY

ON MORTAR BED ON

METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON

1/2" PLYWOOD ON

2x6 WD FRAMING

CAST STONE

BASE BELOW

PORTLAND CEMENT PLASTER

ON METAL LATH ON

(2) LAYERS 15# ASPHALT FELT

ON 1/2" PLYWOOD ON

2x6 WD FRAMING

R-19 BATT INSULATION

5/8" GYPSUM WALLBOARD

EXTERIOR

INTERIOR

PLAN

HSS TUBE STEEL,

SEE STRUCTURAL

ALUMINUM GABLE

FLASHING WITH CAP SEAM

1/8":1'-0"

PERFORATED

ALUMINUM SOFFIT

ALUMINUM J-RECEIVER

ALUMINUM CLIP

5/8" HAT CHANNEL 16 GA

AT 16" MAX OC

PORTLAND CEMENT PLASTER

ON METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON 1/2"

PLYWOOD ON HSS FRAMING

WEEP SCREED

METAL FLASHING

SEALANT

METAL FLASHING

ALUMINUM J-RECEIVER

ALUMINUM J-RECEIVER

SEALANT

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 503

DETAILS 892PC2037.23

J ZUBIK HH LL

3" = 1'-0"1

SUSPENDED CEILING AT CEMENT PLASTER WALL

3" = 1'-0"2

METAL SOFFIT AT MANUFACTURED MASONRY

3" = 1'-0"3

METAL SOFFIT AT ALUMINUM FRAME

3" = 1'-0"4

WOOD CEILING AT PERIMETER, TYP.

3" = 1'-0"5

WOOD CEILING AT PARTITION TYP.

3" = 1'-0"7

GYPSUM BULKHEAD, TYP.

3" = 1'-0"10

PORTLAND CEMENT CEILING AT PLASTER WALL

3" = 1'-0"6

METAL SOFFIT AT PORTLAND CEMENT PLASTER

3" = 1'-0"8

CEILING AT COVE LIGHTING, TYP

3" = 1'-0"9

METAL SOFFIT AT METAL FASCIA

3" = 1'-0"11

PORTLAND CEMENT PLASTER AT MASONRY WALL

3" = 1'-0"12

METAL ROOF AND SOFFIT PROJECTION

Revision Date Dwg. 170 of 243

GYPSUM WALL BOARD WITH

SCHEDULED FINISH

CLEAR SILICONE

SEALANT

INTEGRAL EPOXY

RESIN COVED BASE

1/2" TO 1" RADIUS

EPOXY RESIN FLOOR

CERAMIC TILE

SEALANT

INTEGRAL EPOXY

RESIN COVED BASE

1/2" TO 1" RADIUS

EPOXY RESIN FLOOR

TYP ERF BASE

AT CERAMIC WALL TILE

TYP ERF BASE

A L

IG

N

J-MOLD

J-MOLD

SCHEDULED FLOOR

EXPANSION JOINT

EXTRUDED ALUM THRESHOLD SET IN

SEALANT. ANCHOR TO ONE SIDE

CONC SIDEWALK SLOPED AWAY

FROM DOOR, SEE CIVIL

SEALANT EACH SIDE

1-1/2"

1-1/2"

16 GA. METAL STUDS TYP.

AT REINFORCEMENT

EXTEND BACKING PLATE TO

NEXT FULL HT. STUD BEYOND

BOTH ENDS OF SUPPORTED

ITEM

INDIVIDUAL SCREW, TYP.

PROVIDE DOUBLE END STUDS,

WHEN THERE ARE SUPPORTED ITEMS

ON BOTH SIDES OF WALL

6"x16 GA MTL TRACK BACKING PLATE.

CUT AND FLATTEN FLANGES AS

SHOWN. FASTEN WITH (3) #10 S.M.S.

@ EACH STUD

NOTE: LOCATE CENTER OF

BACKING PLATE W/CENTER

OF EACH ATTACHMENT POINT

OF EQUIPMENT PIECE

10-1/2" RO

WOOD BLOCKING BETWEEN

STUDS TYP

RECESSED FIRE

EXTINGUISHER CABINET (FEC)

2x4 WOOD

STUDS

5/8"

GYPSUM

WALLBOARD

RECESSED FIRE

EXTINGUISHER CABINET (FEC)

5/8" GYPSUM WALL BOARD, TYP.

2x4 WOOD STUDS

SPACE AS REQUIRED

BY WALL TYPE INDICATED

ON PLAN 3

A F

F

PLAN

R .O

6 1/2" RO.

/2

R O

THERMALLY BROKEN

CURVED TRANSLUCENT

SKYLIGHT

FLASHING

3/4" TURN-UP

Z-CLIP SEALANT AT VERTICAL

LEG AND UNDER Z

STANDING SEAM METAL ROOF

ON 30# ASPHALT FELT

ON 5/8" PLYWOOD

8-IN BATT INSULATION FS25

FOIL FACED WITH

EXTENDED FLANGES (R-25)

METAL SOFFIT

ON WOOD FURRING

ALUM

F-RECEIVER

METAL

FLASHING

1-IN RIGID INSULATION (R-5)

/8

SEALANT WITH BACKER ROD

CASING BEAD

5/8" GYPSUM WALLBOARD

R-19 BATT INSULATION

RELOCATED

(E) GRAVE LOCATOR

SEALANT WITH BACK ROD

PORTLAND CEMENT

PLASTER ON METAL LATH

ON (2) LAYERS 15# ASPHALT

FELT ON 1/2" PLYWOOD ON

2x6 WOOD FRAMING WRAP

ASPHALT FELT AROUND

ROUGH OPENING

COL

7 5/8"

7 5/8"

WOOD HEADER,

SEE STRUCTURAL

ALUM J-RECEIVER

SEALANT W/ BACKER ROD

ALUM SOFFIT

RECEIVER

CONT 2x2 ALUM ANGLE CLIP

SUPPLIED BY LOUVER MFR

ALUM SOFFIT RECEIVER

SEALANT WITH BACKER ROD

ALUM J-RECEIVER

(E) 1" FLUSH ALUM

WALL PANEL

ON 1/2" PLYWOOD ON

2x8 WOOD FRAMING

SEALANT

WITH BACKER ROD

ARCHITECTURAL

LOUVER

SEALANT

WITH BACKER ROD

(E) PORTLAND CEMENT

PLASTER SLOPE TO DRAIN

(E) (2) LAYERS 15#

ASPHALT FELT

LAP OVER WOOD FRAMING

(E) METAL LATH

COL

/8

ALUM

J-RECEIVER

(E) 1" FLUSH ALUM

WALL PANEL ON

1/2" PLYWOOD ON

2x8 WD FRAMING

SEALANT WITH

BACKER ROD

ALUM

RECEIVER

ANGLE

ALUM 2x2 ANGLE

SUPPLIED BY

LOUVER MFR

ARCHITECTURAL

LOUVER

SEALANT

W/ BACKER ROD

(E) PORTLAND CEMENT

PLASTER

(E) METAL LATH

(E) (2) LAYERS 15#

ASPHALT FELT

DOUBLE 2x4 WD TOP PLATE 2x4 WOOD FRAMING

5/8" GYPSUM WALL BOARD

CORNER BEAD

TOP OF PARTITION

11'-4" AFF

3/4" #9 (9 GA) FLATTENED

EXPANDED CARBON STEEL

SECURITY MESH AS

MANUFACTURED BY ALABAMA

METAL INDUSTRIES OR APPROVED

EQUAL. FASTEN TO WOOD STUDS

AT 6" O.C. ON OUTSIDE FACE OF WALL.

(STORAGE ROOM A107)

1/2" / FT

SCHEDULED FLOOR

RUBBER FLOORING

TRANSITION

PARTITION WALL, SEE PLAN

GYPSUM WALLBOARD

TAPE AND FLOAT (BY OTHERS)

MULLION MATE END CAP

EXTRUSION (OPTIONAL)

MULLION MATE 3 (SERIES 30)FACTORY APPLIED GASKET

WITH ADHESIVE ON BOTH SIDES

WINDOW MULLION

/1

3 15/16" MAX OPENING

2 7/8" MIN TO

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 504

DETAILS 892PC2037.23

J ZUBIK HH LL

6" = 1'-0"6

EPOXY RESIN COVED WALL BASE

12" = 1'-0"2

THRESHOLD

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

BACKING

3" = 1'-0"11

FIRE EXTINGUISHER CABINET

3" = 1'-0"4

SKYLIGHT END CURB

3" = 1'-0"5

GRAVE LOCATOR AT PORTLAND CEMENT PLASTER

3" = 1'-0"7

LOUVER AT PORTLAND CEMENT PLASTER

3" = 1'-0"8

LOUVER AT PORTLAND CEMENT PLASTER (JAMB)

3" = 1'-0"9

CEILING AT STORAGE ROOM, TYP

12" = 1'-0"3

RUBBER TRANSITION

6" = 1'-0"12

MULLION TO WALL CONNECTION

Revision Date Dwg. 171 of 243

SEALANT WITH

BACKER ROD

PIN ANCHOR TYP,

SEE STRUCTURAL,

PROVIDE SEALANT AT PIN

CAST STONE SILL

WITH DRIP EDGE

3 3/8"

SEALANT WITH BACK ROD

THRU WALL METAL FLASHING

WITH 1/4" HEMMED DRIP

WITH WEEPS 48" O.C..

SPLIT-FACE MASONRY,

SEE STRUCTURAL

5/8" GYPSUM WALLBOARD

ON WOOD FRAMING

R-19 BATT INSULATION

INTERIOREXTERIOR

3 5/8" 5 3/4" 5/8"

COL

R-19 BATT INSULATIONCASING BEAD

1/2" PLYWOOD

METAL LATH

PORTLAND CEMENT

PLASTER

(2) LAYERS 15# ASPHALT

FELT LAP OVER FLASHING

/8

8" 5/8"

VAPOR BARRIER

COL

3" +/-

TOP OF WALL DIMENSION

SEE WALL SECTION FOR 11 3/8" 5/8"

MANUFACTURED

MASONRY

MORTAR BED

METAL LATH

(2) LAYERS OF #15

ASPHALT FELT

1/2" PLYWOOD ON

2x6 WOOD STUDS

R-19 BATT

INSULATION AS

REQUIRED. SEE

WALL SECTIONS

5/8" GYPSUM

WALLBOARD ON

WOOD FRAMING

PER WALL TYPE

INDICATED ON PLANS

ANGLE VARIES PER

TOP AND BOTTOM

DIMENSIONS

NOTE:

INSTALL MANUFACTURED

MASONRY PIECES SUCH THAT

FACES ARE PLUMB BY APPLYING A

GREATER AMOUNT OF MORTAR

AT THE TOP OF STONE THAN AT

BOTTOM. ENSURE BACKS ARE

COMPLETELY BUTTERED WITH A

MORTAR BOND COAT OF MINIMUM

THICKNESS PER MFR.

INSTRUCTIONS.

3" +/-

BOTTOM OF WALL DIMENSIONS

SEE WALL SECTION FOR

COL

6"

1" +/-

3"

WEEP SCREED

CAST STONE WITH/ 1/2"

CHAMFER AND 2% SLOPED

TOP ON MORTAR BED

PIN ANCHOR, SEE

STRUCTURAL

SEALANT AT PIN

FLASHING ON SEALANT

BED WITH WEEPS 4'-0" O.C.

AND BEHIND WEEP

SCREED

COBBLE,

SEE LANDSCAPE

R-19 BATT INSULATION

COLUMN BEYOND,

SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

PORTLAND CEMENT

PLASTER ON METAL LATH

ON (2) LAYERS 15#

ASPHALT FELT ON 1/2"

PLYWOOD ON 2x6 WOOD

FRAMING

MANUFACTURED MASONRY

ON MORTAR BED ON

METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON 1/2"

PLYWOOD ON 2x6 WOOD

FRAMING

COL

9" 3" +/- 1"

WEEP SCREED

CAST STONE WITH/ 1/2"

CHAMFER AND 2% SLOPED

TOP ON MORTAR BED

PIN ANCHOR, SEE

STRUCTURAL

SEALANT AT PIN

FLASHING ON SEALANT

BED WITH WEEPS 4'-0" O.C.

AND BEHIND WEEP

SCREED

COBBLE,

SEE LANDSCAPE

R-19 BATT INSULATION

COLUMN BEYOND,

SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

SPLIT-FACE MASONRY ON

MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON 1/2"

PLYWOOD ON 2X6 WD

FRAMING

COL

9"

WEEP SCREED

SPLIT-FACE MASONRY WITH 2%

SLOPED TOP ON MORTAR BED ON

METAL LATH ON (2) LAYERS OF 15#

ASPHALT ON 1/2" PLYWOOD

PIN ANCHOR, SEE STRUCTURAL

SEALANT AT PIN

FLASHING ON SEALANT BED W/

WEEPS 4'-0" O.C. AND BEHIND

WEEP SCREED

COMPRESSIBLE

JOINT FILLER W/SEALANT

PAVING, SEE LANDSCAPE

4" 1/2"

R-19 BATT INSULATION

COLUMN BEYOND,

SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

PRESSURE-TREATED

WD SOLE PLATE

SPLIT-FACE MASONRY ON

MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON 1/2"

PLYWOOD ON 2x6 WOOD

FRAMING

COL

9"

WEEP SCREED

SPLIT-FACE MASONRY WITH

2% SLOPED TOP ON MORTAR

BED ON METAL LATH ON (2)

LAYERS 15# ASPHALT FELT ON

1/2" PLYWOOD

PIN ANCHOR, SEE

STRUCTURAL

SEALANT AT PIN

FLASHING ON SEALANT

BED WITH WEEPS 4'-0" O.C.

AND BEHIND WEEP

SCREED

COBBLE,

SEE LANDSCAPE

R-19 BATT INSULATION

COLUMN BEYOND,

SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

4" 1/2"

PRESSURE-TREATED

WD SOLE PLATE

PORTLAND CEMENT

PLASTER ON

METAL LATH ON

(2) LAYERS 15# ASPHALT FELT

PLYWOOD SHEATHING

PER STRUCTURAL

GALV, DOUBLE-V

EXPANSION JOINT,

7/8 GROUND HEIGHT

BOTH VERTICAL AND

HORIZONTAL.

CONDITIONS. REFER TO

EXTERIOR WALL

ELEVATIONS.

WALL PER PLAN

NOTES:

1. CHAIN LINK FABRIC SHALL BE 2" MESH

11GA.

2. ALL CHAIN LINK FABRIC SHALL BE

KNUCKLED SALVAGE T&B

3. ALL FENCING SHALL HAVE BOTTOM RAIL

4. CONTRACTOR SHALL PREPARE AND

SUBMIT SHOP DRAWINGS FOR APPROVAL

PRIOR TO INSTALLATION

5. ALL FENCE POST SHALL BE STANDARD

ROUND PIPE, ASTM A53 GR.B (fy = 35 KSI)

6. ALL METAL & MESH TO BE GALVANIZED

HOT DIP

7. ALL SHARP EDGES, INCLUDING BOLTS

AND SCREWS TO BE GROUND SMOOTH

CLASS 1A, 3" O.D. STEEL TUBE POST WITH

CLOSURE CAP. 3/16" THICKNESS MIN.

TYPICAL @ 8'-0" O.C. MAX

8' - 0" BETWEEN POSTS

H T

T O

M A

T C

H E

X

IS

T

IN

G

FINISH GRADE

CONC FOOTING,

SEE /11 AA 505

/2

H T

T O

M A

T C

H E

X

IS

T

IN

G

W.P. SEALANT

SLOPE 1/8"

EXPANSION

JOINT FILLER

FINISH GRADE

4" THICK BY 12" WIDE MONO

CONCRETE MOW STRIP BAND

WITH EASED EDGE AND CONTROL

JOINTS AT EVERY 5'-0" O.C. CONTINUOUS

SMOOTH TROWEL FINISH (TYP.) SLOPE

TOP OF POSITIVE DRAINAGE. MOW

STRIP WHERE TURF AREA OCCURS.

CLASS 1A 3" NOM.

DIAMETER STEEL

PIPE POST @8'-0" O.C. MAX.

NOTES:

1. CHAIN LINK FABRIC SHALL BE 2" MESH 11GA.

2. ALL CHAIN LINK FABRIC SHALL BE KNUCKLED SALVAGE T&B

3. ALL FENCING SHALL HAVE A BOTTOM RAIL

4. CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS

FOR APPROVAL PRIOR TO INSTALLATION

5. INSTALL CONC. BAND FLUSH WITH A.C. WHEN ADJUSTED TO A.C.

PAVING TYPICAL ALL SIDES

6. ALL FENCE POST SHALL BE STANDARD ROUND PIPE, ASTM A53

GR.B (fy = 35 KSI)

(4) #5 VERTICAL MIN.

#3 TIES AT 12" MAX. O.C.

3"

*ALL FOOTINGS SHALL BE

CONC. CLASS 520-C-25002' - 0"

M

IN

M

IN

COL

6"

1" +/-

3"

WEEP SCREED

CAST STONE WITH/ 1/2"

CHAMFER AND 2% SLOPED

TOP ON MORTAR BED

PIN ANCHOR, SEE

STRUCTURAL

SEALANT AT PIN

FLASHING ON SEALANT

BED WITH WEEPS 4'-0" O.C.

AND BEHIND WEEP

SCREED

R-19 BATT INSULATION

COLUMN BEYOND,

SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

PORTLAND CEMENT

PLASTER ON METAL LATH

ON (2) LAYERS 15#

ASPHALT FELT ON 1/2"

PLYWOOD ON 2x6 WOOD

FRAMING

PAVING, SEE LANDSCAPE

1/2"

TRAFFIC SEALANT,

COLOR TO MATCH CONC.

1/4" R.

PREMOLDED

EJ. MATERIAL

CONCRETE OVER

METAL DECK

FINISHED FLOOR, SE PLAN

NOTE:

REFER TO PLAN FOR LOCATION OF EXPANSION JOINTS

1/2"

TRAFFIC SEALANT,

COLOR TO MATCH CONC.

1/4" R.

PREMOLDED

EJ. MATERIAL

FINISHED FLOOR, SE PLAN

NOTE:

REFER TO PLAN FOR LOCATION OF EXPANSION JOINTS

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 505

DETAILS 892PC2037.23

J ZUBIK HH LL

3" = 1'-0"1

SPLIT-FACE MASONRY VENEER AT WALL

3" = 1'-0"2

MANUFACTURED MASONRY AT BATTERED WALL

3" = 1'-0"3

PORTLAND CEMENT PLASTER AT GRADE

3" = 1'-0"9

CAST STONE BASE AT GRADE

3" = 1'-0"5

SPLIT-FACE MASONRY BASE AT SIDEWALK

3" = 1'-0"8

SPLIT-FACE MASONRY BASE AT GRADE

3" = 1'-0"4

CONTROL JOINT

3/8" = 1'-0"12

CHAINLINK FENCE

1" = 1'-0"11

CHAINLINK FENCE POST FOOTING

3" = 1'-0"6

PORTLAND CEMENT PLASTER AT SIDEWALK

3" = 1'-0"7

EXPANSION JOINT

3" = 1'-0"10

EXPANSION JOINT 2

Revision Date Dwg. 172 of 243

1' - 4"

2' - 0"

/4 " 3

/4

/2

WHITE MELAMINE ON ALL

INTERIOR SURFACES

PROVIDE BLOCKING IN WALL

AS REQUIRED FOR CABINET

ATTACHMENT

1" THICK ADJUSTABLE

SHELVES ON RECESSED

PILASTER STANDARDS AND

BRACKETS, TYP

PLASTIC LAMINATE DOOR

WITH CONCEALED HINGES

SOLID SURFACE

COUNTERTOP AND SPLASH

18" DEEP PLASTIC LAMINATE

DRAWER ON DRAWER GLIDES

1" THICK ADJUSTABLE SHELF

ON RECESSED PILASTER

STANDARDS AND BRACKETS

WHITE MELAMINE ON ALL

INTERIOR SURFACES

PLASTIC LAMINATE DOOR

WITH WIRE PULL,

CONCEALED HINGES AND

MAGNETIC CATCH

BASE AS SCHEDULED

70.00°

ANGLED SOLID SURFACE TOP

1 3/8"

UNDERCOUNTER LIGHTING,

SEE ELECTRICAL

2' - 0"

/2

(E) GYPSUM WALLBOARD COLUMN

BEYOND

1/2" DRYWALL REVEAL

PAINT TO MATCH ADJACENT WALL COLOR

SOLID SURFACE

COUNTER TOP

SUPPORT, PLAM TO MATCH

PROVIDE METAL

SUPPORT BRACKET

BETWEEN EACH FILE

CABINET, WOOD BLOCKING

AS REQUIRED

(FILE CABINET)

(E) WALL BASE

PROVIDE BLOCKING IN WALL

AS REQUIRED FOR CABINET

ATTACHMENT

WHITE MELAMINE ON ALL

INTERIOR SURFACES

PLASTIC LAMINATE DOOR,

WITH CONCEALED HINGES

(REFRIGERATOR)

70.00°

ANGLED SOLID SURFACE TOP

1' - 4"

1' - 7"

/2

SOLID SURFACE

COUNTER TOP

SUPPORT, PLAM TO MATCH

PROVIDE METAL

SUPPORT BRACKET

BETWEEN EACH FILE

CABINET, WOOD BLOCKING

AS REQUIRED

(FILE CABINET)

SCHEDULED WALL BASE

(E) GYPSUM WALLBOARD COLUMN

BEYOND

METAL LOCKER

SHIM TO LEVEL ON

PLYWOOD BASE

1/2" PLYWOOD ON

WD FRAMING

16" O.C.

NOTCH WD FOR

NATURAL AIR FLOW

SEALANT

W/BACKER ROD

WALL BASE

AS SCHEDULED

FINISH FLOOR

AS SCHEDULED

CONC SLAB

TOP OF SLAB

0'-0"

1' - 6"

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 506

DETAILS 892PC2037.23

J ZUBIK HH LL

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

CASEWORK

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

COUNTERTOP

1 1/2" = 1'-0"3

CASEWORK - UPPER

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

COUNTERTOP 2

3" = 1'-0"7

LOCKER BASE

Revision Date Dwg. 173 of 243

T Y

P

DOUBLE 2x4 WD TOP PLATE

SCHEDULED CEILING

2x4 WD STUDS @ 24" O.C.

R-19 BATT INSULATION.

5/8" GYPSUM BOARD, ONE LAYER

EACH SIDE OF PARTITION.

USE MOISTURE RESISTANT

GYPSUM BOARD AT WET LOCATIONS

2x4 WD BASE PLATE

SCHEDULED WALL BASE

SCHEDULED FLOOR FINISH

DOUBLE 2x4 WD TOP PLATE

SCHEDULED CEILING

2x4 WD STUDS @ 16" O.C.

5/8" CEMENTITIOUS BACKER,

ONE LAYER EACH SIDE OF

PARTITION AT TILE LOCATIONS

2x4 WD BASE PLATE

SCHEDULED WALL BASE

SCHEDULED FLOOR FINISH

5/8" MOISTURE RESISTANT GYPSUM BOARD,

FINISH PER SCHEDULE

BULLNOSE TRIM

TOP OF TILE WAINSCOT, TYP.

6'-0"

NOTE:

CONSTRUCT PARTITION

PER PARTITION TYPE

DETAIL DRAWING. ALL

PARTITIONS WITH

CERAMIC TILE

WAINSCOT TO BE

FRAMED WITH

VERTICAL STUDS @16" O.C.

WITH CEMENT BD

BEHIND TILE WAINSCOT,

TYP.

COL

(E) WOOD FRAMING

BEYOND,

SEE STRUCTURAL

CONTINUOUS CLOSED CELL

SPONGE NEOPRENE FILLERS

(E) CEDAR WOOD FRAMING

(E) 1x4 TONGUE AND GROOVE

CEDAR CEILING

ON FURRING - SEAL EDGES

TUBE STEEL,

SEE STRUCTURAL

FIN. CEILING

VARIES

TOP OF PARTITION

11'-5" AFF

1' - 0"

/4

/4

1/4"

2 1/8" 6"

5/16"

2 3/4"

6 7/8"

ALUMINUM REVEAL MOLDING

- PAINT TO MATCH ADJACENT

HOLLOW METAL FRAME

1/2" CLEAR, LAMINATED

FORCED-ENTRY-RESISTANT GLASS

HOLLOW METAL FRAME - PAINT

TO MATCH ADJACENT WALL

1" ALUMINUM REVEAL

2x6 WD STUDS @24" O.C.

ALUMINUM

J-RECEIVER

SEALANT WITH

BACKER RODS

BOTH SIDES

2x6 WD BASE PLATE

SCHEDULED WALL BASE

SCHEDULED FLOOR FINISH

T Y

P

DOUBLE 2x6 WD TOP PLATE

SCHEDULED CEILING

2x6 WD STUDS @ 24" O.C.

R-19 BATT INSULATION.

5/8" GYPSUM BOARD, ONE LAYER

EACH SIDE OF PARTITION.

USE MOISTURE RESISTANT

GYPSUM BOARD AT WET LOCATIONS

2x6 WD BASE PLATE

SCHEDULED WALL BASE

SCHEDULED FLOOR FINISH

DOUBLE 2x4 WD TOP PLATE

SCHEDULED CEILING

2x4 WD…