A02 - 892CM3036 - Bid Documents Plans - A-101 - A-301.pdf

SERVICE ACCESS PATH

-SEE LANDSCAPE DRAWINGS

1 2 3 4

1 2 3 4

C

B

A

C

B

A

72'-0"

21'-0" 10'-0" 10'-0" 10'-0" 21'-0"

72'-0"

21'-0" 10'-0" 10'-0" 10'-0" 21'-0"

F5

F2

D5

F8

B5

D8

F1

D2

13'-10"

1'-2" 1'-2"

1 2 3 4

1 2 3 4

C

B

A

C

B

A

10'-0" 10'-0" 10'-0"

10'-0" 10'-0" 10'-0"

F2

F8

EQ. EQ.

5'-0" 5'-0"

1'-2"

1'-2"

NO RAIN CHAIN AT THIS

SPLASH BLOCK ONLY

-POSITION SPLASH BLOCK ON

GRADE BELOW SCUPPER

SB

SBSB

SB SB

ROOF OVERHANG

SLAB EDGE

BATTERED PILASTER

LOW WALL W/ BATTERED END

BIER, V V

6'-0" STEEL BENCH,

VICTOR STANLEY

MODEL RB-28

SPLASH BLOCK, TYP.

SEE DETAIL

COBBLE ON GRADE-TYPICAL

SEE LANDSCAPE DRAWINGS

SIDEWALK

SEE LANDSCAPE DRAWINGS

COMMITTAL

SHELTER

36x32 UNDER ROOF

STORAGE

64 SF

A

4803 4803

R

6'-0" 6'-0"

B2

B3

FLOOR PLAN

E6

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

WOOD CEILING

STEEL BEAM-SEE

STRUCTURAL

PAINT EXPOSED

STEEL P-3

CEMENT PLASTER

SOFFIT & FASCIA

METAL SOFFIT

SIMILAR W/ WOOD

CEILING IN LIEU OF

METAL SOFFIT

N

O

R

T

H

CEILING SURFACE

EXPOSED FLUORESCENT

STRIP LIGHT

ROOF ABOVE

3'-0" 3'-0"

36'-0"

3'-0" 3'-0"

36'-0"

REFLECTED CEILING PLAN

E2

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

N

O

R

T

H

1 2 3 4

1 2 3 4

C

B

A

C

B

A

10'-0" 10'-0" 10'-0"

10'-0" 10'-0" 10'-0"

F2

F8

B2

ROOF PARAPET BELOW

(CUT STONE W/ BIRD WIRE)

TYPICAL CURVED

GABLE @ STANDING

SEAM METAL ROOF

TYPICAL DETAIL OF

CUT STONE CAP @

PCP WALL

3'-0" 3'-0"

36'-0"

3'-0" 3'-0"

36'-0"

ROOF PLAN

B6

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

N

O

R

T

H

CUT STONE W/ BIRD WIRE, TYPICAL

MEMBRANE ROOFING

1/4"/FOOT SLOPE

LOW POINT

1.00" THICK RIGID INSULATION

SCUPPER-SEE D4/4803-501

GUTTER DRAIN W/ RAIN CHAIN

CUT STONE COLUMN CAP-TYPICAL

HIGH POINT

GUTTER

HIGH POINT

2.92" THICK RIGID

INSULATION

B8

F4

F2

B8

HIGH POINT

3.08" THICK RIGID

INSULATION

TYPICAL DETAIL @

STANDING SEAM

METAL ROOF GUTTER

ROOF CREST

TYPICAL CURVED

GABLE @ STANDING

SEAM METAL ROOF

B2

HIGH POINT

GUTTER

GUTTER DRAIN

W/ RAIN CHAIN

HIGH POINT

GUTTER

9"

1'-6"-TYP. SEAM

C U

R V

E D

S L O

P E

C U

R V

E D

S L O

P E

TYPICAL UP-SLOPE

COLUMN @ STANDING

SEAM METAL ROOF

TYPICAL SIDE

@ STANDING SEAM

METAL ROOF @ MFD

MASONRY COLUMN

GUTTER DRAIN

W/ RAIN CHAIN

HIGH POINT

GUTTER

GUTTER DRAIN

W/ RAIN CHAIN

HIGH POINT

GUTTER

HIGH POINT

GUTTER

APPLICABLE CODE: INTERNATIONAL BUILDING CODE 2018

BUILDING CODE REVIEW:

1.

OCCUPANCY CLASSIFICATION2.

2.1 ASSEMBLY

2.2 GROUP A-3

HEIGHT AND AREA LIMITATIONS3.

3.1 MAXIMUM ALLOWABLE HEIGHT: 1 STORY (40 FT.)

3.2 ACTUAL HEIGHT: 1 STORY (APPROX. 16 FT.)

3.3 MAXIMUM ALLOWABLE AREA: 6,000 S.F.

3.4 ACUTAL AREA: APPROX. 1,152 S.F.

TYPE OF CONSTRUCTION: TYPE VB CONSTRUCTION, BUILDING

ELEMENTS ARE ANY MATERIAL PERMITTED BY CODE.

4.

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS: NONE

5.

AUTOMATIC SPRINKLER SYSTEMS: NOT REQUIRED, NOT PROVIDED.6.

MEANS OF EGRESS7.

7.1 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT

7.1.1 INTENDED USE FOR 60 OCCUPANTS IN AN

UNENCLOSED, OPEN AIR PAVILION STRUCTURE.

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS

SHOWN AND REPORT ANY DISCREPENCIES TO THE RISIDENT

ENGINEER IMMEDIATELY FOR RESOLUTION PRIOR TO PROCEEDING.

GENERAL NOTES:

1.

SEE NOTES, THIS SHEET, FOR LEED-NC 2.2 SS CREDIT 7.2 HEAT

ISLAND EFFECT: ROOF

2.

FOR REFERENCE ONLY: RECYCLING COLLECTION AS RELATED TO

LEED-NC 2.2 CREDIT MR PREREQUISITE 1: STORAGE AND

COLLECTION OF RECYCLABLES, IS PROVIDED NEAR BUILDING 4803

PER LANDSCAPING SHEETS. REFER TO NOTE, THIS SHEET FOR

ADDITIONAL INFORMATION.

3.

SLOPE MEMBRANE ROOFING 1/4 " PER FOOT.4.

GUTTERS SHALL SLOPE TO GUTTER DRAIN 1/16" PER FOOT.

PROVIDE RAIN CHAIN AT EACH GUTTER DRAIN AND SPLASH BLOCKS

WHERE INDICATED BY ROOF PLAN AND FLOOR PLAN.

5.

ROOF PLAN LEGEND

CUT STONE SCUPPER

SEE DETAIL

DIRECTION OF SLOPE

DOOR

NUMBER

DOOR SCHEDULE

LOCATION DOOR TYPE DOOR SIZE DOOR FRAME HARDWARE

SET

NUMBER

REMARKS

101A 101 STORAGE C (2) 3'-0" X 7'-0" X 1 3/4"

MATERIAL FINISH

GALVANIZED

HOLLOW METAL

PAINT

MATERIAL

GALVANIZED

HOLLOW METAL

PAINT

FINISH FRAME

TYPE

HEAD

DETAIL

JAMB

DETAIL

2 B2/

4803-504

B4 & D4

4803-504

NOTES:

1. SEE SHEET 4803-504 FOR DOOR AND FRAME TYPES

2. "PAINT" MEANS "PAINT TO MATCH ADJACENT WALL."

3. GALVANIZED HOLLOW METAL DOORS SHALL BE INSULATED.

4. SEE SECTION 08 71 00 FOR HARDWARE SETS.

ROOM FINISH SCHEDULE

ROOM

FLOOR

WALLS

BASE

WAINSCOT

CEILING

FINISHES

100 COMMITTAL SHELTER

101 STORAGE

CONC.

CONC.

NORTH EAST SOUTH WEST

SEE ELEVATIONS ON SHEET 4803-200

EXPOSED PLYWOOD N/A N/A N/A

WD-2/STAIN; P-3

EXPOSED STEEL

FINISH LEGEND:

CPT CARPET TILE

P PAINT

CONC CONCRETE (SEALED)

N/A NOT APPLICABLE

VSF VINYL SHEET FLOORING

AT ACOUSTIC TILE

VB VINYL BASE

CT CERAMIC TILE

GWB GYPSUM WALL BOARD

WD WOOD

STN STAIN

COL

FIN. CLG.

VARIES

1/4" 1/4"

CEDAR WOOD FURRING

WOOD CEILING DTL. @ TUBE STEEL, TYP.

B3

SCALE: --" = 1'-0"

0 1" 2" 4" 8"

WOOD FRAMING BEYOND,

SEE STRUCT. DWGS.

1X4 T&G CEDAR CEILING

ON FURRING-SEAL EDGES

TUBE STEEL-SEE

STRUCTURAL DWGS.

SEE ROOF PLAN 1'-6" TYP.

N

O M

B/SOFFIT

SEE ELEV.

SNAP ON CAP SEAM

STANDING SEAM METAL

ROOF ON 30# ASPHALT

FELT ON 5/8" PLYWOOD

ALUM. GABLE

FLASHING W/

CAP SEAM

SEALANT

ALUM. CLIP

1X4 T&G CEDAR CEILING

ON FURRING-SEAL EDGES

ALUMINUM J RECEIVER

STANDING SEAM METAL ROOF DETAIL AT

CURVED ROOF.

B2

SCALE: 3" = 1'-0"

0 1" 2" 4" 8"

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 8

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990 2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

MAY 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 NA NEL JHS

COMMITTAL SERVICE SHELTER

FLOOR PLAN, ROOF PLAN

& CEILING PLAN

A-101

CUT STONE CAP

BATTERED COLUMN

W/ MANUFACTURED

MASONRY

STANDING SEAM

METAL ROOF

BIRD WIRE

CUT STONE CAP

CUT STONE SCUPPER,

SEE D4/4803-501

PORTLAND CEMENT PLASTER

CUT STONE WATER TABLE

GRADE

CUT STONE BASE

CUT STONE CAP

R

CUT STONE BASE

CONTROL

JOINT

F2

TOP OF ROOF BEAM

TOP OF CAST STONE

16'-0"

BOTTOM OF GUTTER

12'-2"

TOP OF CUT STONE

9'-0"

TOP OF CUT STONE

3'-0"

TOP OF SLAB

0'-0"

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

NOTE: ROOF RADIUS SHOWN

SHALL BE TAKEN AT TOP OF

STRUCTURAL ROOF BEAM

RIGHT SIDE ELEVATION

D8

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

F8

FRONT ELEVATION

D5

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

TOP OF ROOF BEAM

TOP OF CAST STONE

16'-0"

BOTTOM OF GUTTER

12'-2"

TOP OF CUT STONE

9'-0"

TOP OF CUT STONE

3'-0"

TOP OF SLAB

0'-0"

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

CUT STONE CAP

GUTTER

STANDING SEAM

METAL ROOF

WOOD CEILING

RAIN CHAIN

PORTLAND CEMENT PLASTER

BATTERED COLUMN

W/ MANUFACTURED MASONRY

TYPICAL BATTERED LOW

WALL, FORM SLOPED

SUBSTRATE W/ CMU AND

CONCRETE-SIMILAR 1/S-503

SEE B5/4803-300 FOR

ADDITIONAL INFORMATION

SIDEWALK

CONCRETE SLAB

GRADE

MANUFACTURED MASONRY

ON CMU LOW WALL-TYP.

CUT STONE BASE

CONTROL

JOINTS

BIRD

WIRE

CUT STONE BASE

CUT STONE CAP

CUT STONE

CAP

R

CUT STONE BASE

CONTROL

JOINT

F2

TOP OF ROOF BEAM

TOP OF CAST STONE

16'-0"

BOTTOM OF GUTTER

10'-8"

TOP OF CUT STONE

9'-0"

TOP OF CUT STONE

3'-0"

TOP OF SLAB

0'-0"

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

NOTE: ROOF RADIUS SHOWN

SHALL BE TAKEN AT TOP OF

STRUCTURAL ROOF BEAM

LEFT SIDE ELEVATION

D2

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

CUT STONE

CAP

BATTERED COLUMN

W/ MANUFACTURED MASONRY

STANDING SEAM

METAL ROOF

RAIN CHAIN

CUT STONE CAP

PORTLAND CEMENT

PLASTER

CUT STONE

WATER TABLE

GRADE

CONCRETE SLAB

CUT STONE

CAP

BIRD

WIRE

CUT STONE

BASE

F8

REAR ELEVATION

F5

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

CUT STONE CAP

GUTTER

STANDING SEAM

METAL ROOF

RAIN CHAIN

PORTLAND CEMENT PLASTER

BATTERED COLUMN

W/ MANUFACTURED MASONRY

SIDEWALK

CUT STONE BASE

CONTROL

JOINTS

BIRD

WIRE

CUT STONE BASE

CUT STONE CAP

CUT STONE

CAP

CONVENIENCE OUTLET AND DIGITAL REPEATER

SYSTEM ACTIVATION BUTTON

-SEE ELECTRICAL FOR ADDITIONAL

INFORMATION-SEE F8/4803-300 FOR LOCATION

OF SPEAKERS FOR DIGITAL REPEATER SYSTEM

TOP OF ROOF BEAM

TOP OF CAST STONE

16'-0"

BOTTOM OF GUTTER

10'-8"

TOP OF CUT STONE

9'-0"

TOP OF CUT STONE

3'-0"

TOP OF SLAB

0'-0"

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

F8

CROSS SECTION

F2

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

STANDING SEAM METAL ROOF

STANDING SEAM

METAL ROOF

PORTLAND CEMENT PLASTER

BATTERED COLUMN

W/ MANUFACTURED MASONRY

SIDEWALK

CUT STONE WATER TABLE

CONTROL

JOINTS

BIRD

WIRE

CUT STONE BASE

CUT STONE CAP

CUT STONE

CAP

TOP OF ROOF BEAM

TOP OF CAST STONE

16'-0"

BOTTOM OF GUTTER

10'-8"

TOP OF CUT STONE

9'-0"

TOP OF CUT STONE

3'-0"

TOP OF SLAB

0'-0"

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

WOOD CEILING

LONGITUDINAL SECTION

F8

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

CUT STONE CAP

BATTERED COLUMN

W/ MANUFACTURED

MASONRY

STANDING SEAM

METAL ROOF

MEMBRANE ROOFING, SLOPE

"/FT.

CUT STONE CAP

HOLLOW METAL FRAME AND DOOR

CUT STONE WATER TABLE

GRADE

R

CUT STONE BASE

OUTDOOR

SPEAKERS

F2

TOP OF ROOF BEAM

TOP OF CAST STONE

16'-0"

BOTTOM OF GUTTER

12'-2"

TOP OF CUT STONE

9'-0"

TOP OF CUT STONE

3'-0"

TOP OF SLAB

0'-0"

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

NOTE: ROOF RADIUS SHOWN

SHALL BE TAKEN AT TOP OF

STRUCTURAL ROOF BEAM

COMMITTAL

SHELTER

F5

F8

BUILDING SERVICE DISCONNECT, 20A. 1-P CIRCUIT BREAKER IN

NEMA 1 ENCLOSURE (FIELD VERIFY LOCATION OF NEMA 1

ENCLOSURE). MOUNT AT +48"

SB

SBSB

SB SB

COMMITTAL

SHELTER

36x32 UNDER ROOF

STORAGE

COMMITTAL SERVICE

SHELTER LIGHTING PLAN

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

N

O

R

T

H

C

S

FLUORESCENT LIGHT FIXTURE, LITHONIA #XP1 CEILING GRID VA228UNVHI, OR

APPROVED EQUAL; SURFACE MOUNTED; (2) F28W T5; 56 WATTS; 120 VOLTS;

PROVIDE DRYWALL INSTALLATION KIT (IF REQUIRED)

SB SB

COMMITTAL

SHELTER

36x32 UNDER ROOF

STORAGE

COMMITTAL SERVICE

SHELTER POWER PLAN

SCALE:

" = 1'-0"

0 2' 4' 8' 16'

N

O

R

T

H

C

NOTES:

BUILDING SERVICE DISCONNECT, 20A. 1-P CIRCUIT BREAKER IN NEMA 1

ENCLOSURE (COORDINATE WITH EXISTING NEMA 1 ENCLOSURE LOCATION).

MOUNT AT +48"

WEATHERPROOF CONVENIENCE OUTLET FOR DIGITAL REPEATER SOUND

SYSTEM. MOUNT AT +48"

2 OUTLET FOR DIGITAL REPEATER SOUND SYSTEM. MOUNT AT +48"

SIGNAL CABLE TERMINATION OUTLET BOX FOR DIGITAL REPEATER SOUND

SYSTEM. MOUNT AT +48"

DIGITAL REPEATER SOUND SYSTEM SPEAKER, SEE ARCHITECTURAL PLANS

FOR INSTALLATION LOCATION

POWER CIRCUIT (2) #12 & (1) #12 GROUND IN 1/2" EMT CONDUIT, TYP.

DIGITAL SOUND SYSTEM SIGNAL CABLE, TYP.

ACTIVATION BUTTON FOR DIGITAL REPEATER SOUND SYSTEM. MOUNT AT +48"

S

J

DIGITAL REPEATER

S

S

S

GFI

WP

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 8

/16 /20 at 3:

pm

B y:

Ow ne r Fil e:

C:

\B ac ku p\M y D oc um en ts\ Pr oje cts

\20

P ro jec ts\

VA

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D ieg o C em ete ry\

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.dw g

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

MAY 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 NA NEL

JHS

COMMITTAL SHELTER

ELEVATIONS & BUILDING

SECTIONS & ELECTRICAL PLANS

A-102

MANUFACTURED MASONRY @ PORTLAND CEMENT WALL

B2

SCALE: 3" = 1'-0"

0 1" 2" 4" 8"

2" 3"

5 8

PORTLAND CEMENT PLASTER

ON METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON 1/2"

PLYWOOD ON 2X6 WOOD FRAMING

CASING BEAD, LAP ASPHALT

FELT OVER BEAD FLANGE

CUT STONE WATER TABLE

WITH DRIP EDGE

METAL FLASHING WITH

1/4" HEMMED DRIP

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON 1/2" PLYWOOD

ON 2X6 WOOD FRAMING

-LAP ASPHALT FELT UNDER

FLASHING ABOVE

SEALANT WITH BACKER ROD

PIN ANCHOR-SIMILAR

TO B9/300

-SEALANT @ PIN

WOOD BLOCKING

1/2" PLYWOOD

-NO FINISH

STORAGE

TYPICAL BIRD SPIKE DETAIL @ LEDGE

B4

SCALE: 3" = 1'-0"

SECTION

8"

1. PROVIDE BIRD-B-GONE INC., BIRD-X INC., OR NIXALITE OF AMERICA

INC. PRODUCTS INSTALLED BY MANUFACTURER'S PUBLISHED

INC. RECOMMENDATIONS.

2. INSTALL USING NON-SILICONE CONSTRUCTION ADHESIVE ON CLEAN

SUBSTRATE.

3. INSTALL AT ALL LEDGES AND PROJECTIONS, PIPES, CREVICES,

WHERE SHOWN, AND AS REQUIRED, TO PREVENT NESTING AND

EXTENDED ROOSTING. GENERALLY ONLY IN PROTECTED LOCATIONS,

BENEATH OVERHANGING ROOFS.

STAINLESS STEEL ROD

UV STABILIZED

POLYCARBONATE

BOTTOM VIEW

WALL SECTION

B5

SCALE: 3/4" = 1'-0"

TOP OF CUT STONE

3'-0"

TOP OF SLAB

0'-0"

B

METAL THRU WALL FLASHING

W/ 1/4" HEMMED DRIP EACH SIDE

PIN ANCHOR TYP.

SEE B9/300 SEALANT

AT PIN

CUT STONE CAP

W/ FORMED DRIP

2'-10"

2" 2'-4" 2"

MANUFACTURED

MASONRY ON CMU

CMU W/ #4 REBAR @

16" O.C., E.W.E.F., GROUT SOLID

SEALANT W/ BACKER ROD

CUT STONE BASE

LANDSCAPE TREATMENT-

SEE LANDSCAPE DRAWINGS

FINISH GRADE

-SEE CIVIL DRAWINGS

CONCRETE SLAB

SEE CIVIL DWGS.

FILL UNDER SLAB

-SEE STRUCTURAL

PAD ELEV.-

SEE CIVIL

3" 11" 11" 3"

M

I N

V A

R I E

S

4" 1'-0" 1'-0" 4"

SEALANT W/

BACKER ROD

PIN ANCHOR

SIM TO 5/S502

SEALANT @ PIN

CONCRETE FOOTING

SEE STRUCTURAL

0 1" 2" 4" 8" 0 4" 8" 16" 32"

0 1" 2" 4" 8"

METAL ROOF FASCIA DETAIL AT GUTTER

B8

SCALE: 3/4" = 1'-0"

1.

GENERAL NOTES:

ALL FRAMING LUMBER SHALL COMPLY WITH STRUCTURAL

TIMBER NOTES.

2.

SEE STRUCTURAL DRAWINGS FOR CONCRETE SLAB AND

FOOTINGS

3.

SLOPE ALL SIDEWALKS AND GRADING AWAY FROM BUILDING

MINIMUM 1/4" PER FOOT UNLESS NOTED OTHERWISE BY

CIVIL OR LANDSCAPE DRAWINGS.

4.

PROVIDE WOOD BLOCKING FOR ALL WALL AND CEILING

MOUNTED FIXTURES, ACCESSORIES, ETC.

STANDING SEAM METAL ROOF

30# ASPHALT FELT ON 5/8" PLYWOOD

ALUMINUM Z-RECEIVER

SET IN SEALANT

GUTTER STRAP

ALUMINUM GUTTER

W/ 1/16"/12" SLOPE

2X WOOD BLOCKING

WOOD CEILING ON FURRING

TUBE STEEL AT CURVED

ROOF-SEE STRUCTURAL

CUT BETWEEN HORIZONTAL

2X6 WOOD FRAMING

ALUMINUM FASCIA ON

BOTTOM AND INTERIOR

FACES OF WOOD FRAMING

ALUMINUM FLASHING WITH

DRIP EDGE

ALUMINUM GUTTER

SUPPORT

ALUMINUM

GUTTER DRAIN

ALUMINUM RAIN

CHAIN TO SPLASHBLOCK

5 7/8"

NOTE: SOFFIT, GUTTER,

ACCESSORIES AND

FLASHINGS TO MATCH

FINISH OF ROOF

C

WALL SECTION

F1

SCALE: 3/4" = 1'-0"

0 4" 8" 16" 32"

B4

TOP OF ROOF BEAM

13'-3"

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

BOTTOM OF

GUTTER

12'-2"

T/SLAB

0'-0"

B2

FLASHING AT LOW POINT-

SEE DETAIL D4/4803-500

TOP OF CUT STONE

16'-0"

STANDING SEAM

METAL ROOF ON

WEATHER BARRIER

ON PLYWOOD

CUT STONE CAP SIMILAR

TO D6/4803-502

2'-8"

2'-8"

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

6"

1'-0" 1'-0" 7"

2'-4" 1'-2" 1"1"

FLASHING AT HIGH POINT

-SEE D2/4803-500

WOOD CEILING

ON FURRING

STEEL BEAM-

SEE STRUCTURAL

PAINT EXPOSED STEEL P-3

GUTTER

MANUFACTURED MASONRY

ON METAL LATH ON (2) LAYERS

OF WEATHER BARRIER ON

PLYWOOD

STEEL COLUMN

-SEE STRUCTURAL

SPLASH BLOCK SEE

DTL. D8/4803-500 (TYP.)

COBBLE-SEE

LANDSCAPING

FINISH

GRADE-

SEE CIVIL

WEEP SCREED

CUT STONE

CONC. SLAB

SEE STRUCTURAL

FILL UNDER SLAB

SEE STRUCTURAL

PAD ELEVATION

SEE CIVIL

CONC. FOOTING

SEE STRUCTURAL

C

WALL SECTION

F5

SCALE: 3/4" = 1'-0"

0 4" 8" 16" 32"

TOP OF ROOF BEAM

13'-3"

BOTTOM OF

GUTTER

12'-2"

BOTTOM OF

T/SLAB

0'-0"

FLASHING AT LOW POINT-

SEE DETAIL D4/4803-500

TOP OF CUT STONE

16'-0"

STANDING SEAM METAL

ROOF ON WEATHER BARRIER

ON PLYWOOD

CUT STONE CAP SIMILAR

TO D6/4803-502

2'-8"

2'-8"

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

6"

2'-4" 1'-2" 1"1"

FLASHING AT HIGH POINT

-SEE D2/4803-500

WOOD CEILING

ON FURRING

STEEL BEAM-

SEE STRUCTURAL

PAINT EXPOSED STEEL P-3

GUTTER AND

RAINCHAIN

MANUFACTURED MASONRY

BEYOND

CUT STONE

CONC. SLAB

SEE STRUCTURAL

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

B8

TYP. GUTTER DTL-SIM.

W/ METAL SOFFIT

FLASHING AT SIDE POINT-

SEE DETAIL D6/4803-500

WHERE STEEL BEAM PENETRATES

MANUFACTURED MASONRY, PROVIDE

" JOINT ALL AROUND STEEL, AND

FILL JOINT WITH BACKER ROD AND

SEALANT TO MATCH MORTAR COLOR

FILL UNDER SLAB-

SEE STRUCTURAL

PAD ELEV.

-SEE CIVIL

6"

B

4'-0"

B2

B8

4803 CUT STONE

B4

4803 BIRD SPIKE

M

I N

TOP OF CUT STONE

16'-0"

FLASHING AT HIGH POINT-

SEE DETAIL D2/4803-500

FLASHING AT SIDE POINT-

SEE DETAIL D6/4803-500

FLASHING AT LOW POINT-

SEE DETAIL D4/4803-500

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

CUT STONE CAP SIMILAR

TO D6/4803-502

2'-8"

MANUFACTURED MASONRY

BEYOND

STANDING SEAM METAL

ROOF ON WEATHER BARRIER

ON PLYWOOD

GUTTER AND

RAINCHAIN

MEMBRANE ROOFING ON

COVER BOARD ON TAPERED

INSULATION ON PLYWOOD

CUT STONE CAP W/

BIRD SPIKE BEYOND

PORTLAND CEMENT

PLASTER ON METAL LATH

ON (2) LAYERS OF WEATHER

BARRIER ON PLYWOOD

WOOD HEADER-

SEE STRUCTURAL

TOP OF PAVING-

SEE CIVIL

HOLLOW METAL FRAME

AND DOOR W/ VENT

CUT STONE WATER

TABLE BEYOND

MANUFACTURED

MASONRY BEYOND

CUT STONE BASE

TYPICAL SEALANT WITH

COMPRESSIBLE FILLER

FINISH GRADE

SEE CIVIL

BOTTOM OF GUTTER

10'-8"

TOP OF CUT STONE

9'-0"

BOTTOM OF DECK

7'-7

C.J.

7'-4"

CONTROL JOINT

4'-4"

TOP OF CUT STONE

3'-0"

TOP OF SLAB

0'-0"

STEEL BEAM-

SEE STRUCTURAL

PAINT EXPOSED STEEL P-3

BIRD SPIKE

WOOD CEILING

ON FURRING

CUT STONE CAP

FIRE BLOCKING

PORTLAND CEMENT

PLASTER ON METAL LATH

ON (2) LAYERS OF WEATHER

BARRIER ON PLYWOOD

CONTROL

JOINT

CONTROL

JOINT

CUT STONE

WATER TABLE

MANUFACTURED MASONRY ON

METAL LATH ON (2) LAYERS

WEATHER BARRIER ON PLYWOOD

WEEP SCREED

CUT STONE BASE

CONCRETE SLAB

-SEE STRUCTURAL

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

ELEV. @ STORAGE RM.

@ BUILDING 4803 (REFER TO

GRADING PLANS

FILL UNDER SLAB-

SEE STRUCTURAL

PAD ELEV.

-SEE CIVIL

1'-8"

WALL SECTION

F8

SCALE: 3/4" = 1'-0"

0 4" 8" 16" 32"

STORAGE

PLYWOOD SHEATHING ALL

INTERIOR WALLS, NO FINISH

VAPOR BARRIER & FILL

UNDER SLAB-

SEE STRUCTURAL

LIGHT FIXTURE

ON WOOD BLOCKING

FLASHING

DIGITAL REPEATER SYSTEM,

SEE ELECTRICAL.

POSITION SPEAKERS TO

OPTIMIZE SOUND REFLECTION

OFF WOOD CEILING

A

B8

RAINCHAIN

B9

TYPICAL STONE TO STRUCT. CONNECTION

SCALE: -- = 1'-0"

M

I N

M

A X

M

I N

STONE CAP

#4 BAR X 6" HOT DIPPED

GALVANIZED EPOXIED INTO

" DIA. HOLES (2) PER

PIECE-TYP.-UNLESS OTHERWISE

NOTED

SPECIAL INSPECTION

REQUIRED

STRUCTURE PER

PLAN

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990 2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

MAY 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 NA NEL

JHS

COMMITTAL SHELTER

ELEVATIONS & BUILDING

SECTIONS

A-103

0 1" 2" 4" 8"

MANUFACTURED MASONRY DETAIL @ BATTERED WALL

B2

SCALE: 3" = 1'-0"

±3"

SEE WALL SECTION FOR

TOP OF WALL DIMENSION

MANUFACTURED MASONRY

MORTAR BED

METAL LATH

(2) LAYERS OF #15

ASPHALT FELT

" PLYWOOD ON 2X6

WOOD STUDS

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 COMPLETELY BUTTERED WITH

A MORTAR BOND COAT OF MINIMUM

THICKNESS PER MFR. INSTRUCTIONS

3" ±

SEE WALL SECTION

FOR BOTTOM OF WALL

DIMENSION

ANGLE VARIES PER TOP

AND BOTTOM DIMENSIONS

0 1" 2" 4" 8"

CUT STONE BASE DETAIL @ GRADE

B4

SCALE: 3" = 1'-0"

9" ±3" 1"

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON

" PLYWOOD

ON 2X6 WOOD FRAMING

WEEP SCREED

CUT STONE W/

" CHAMFER

AND 2% SLOPED TOP ON

MORTAR BED

PIN ANCHOR SIM. TO B9/300

SEALANT @ PIN

FLASHING ON SEALANT BED

W/ WEEPS @ 4'-0" O.C. &

EXTEND FLASHING UP AND

BEHIND WEEP SCREED

COBBLE-

SEE LANDSCAPE

COLUMN BEYOND

-SEE STRUCTURAL

CONCRETE SLAB

-SEE STRUCTURAL

0 1" 2" 4" 8"

CUT STONE BASE DETAIL @ SIDEWALK

B6

SCALE: 3" = 1'-0"

9" ±3" 1"

MANUFACTURED MASONRY ON MORTAR BED ON

METAL LATH ON (2) LAYERS 15# ASPHALT FELT ON

PLYWOOD ON 2X6 WOOD FRAMING

WEEP SCREED

CUT STONE W/

" CHAMFER

AND 2% SLOPED TOP ON

MORTAR BED

PIN ANCHOR SIM. TO B9/300

COMPRESSIBLE JOINT FILLER

W/ SEALANT

FLASHING ON SEALANT BED

W/ WEEPS @ 4'-0" O.C. &

EXTEND FLASHING UP AND

BEHIND WEEP SCREED

COLUMN BEYOND

-SEE STRUCTURAL

CONCRETE SLAB

-SEE STRUCTURAL

SEALANT @ PIN

PAVING-SEE STRUCTURAL

0 1" 2"

4"

8"

CUT STONE CAP DETAIL AT PORTLAND CEMENT PLASTER

B8

SCALE: 3" = 1'-0"

" 6

1" 2"

1'-0"

EQ. EQ.

CUT STONE

METAL FLASHING,

PAINT TO MATCH

CUT STONE

SEALANT @ PIN

TYPICAL PIN ANCHOR

SEE B9/300

WRAP ASPHALT FELT

OVER MEMBRANE

ROOFING

MEMBRANE ROOFING

WRAP OVER TOP

OF STUD

METAL FLASHING W/

" HEMMED DRIP

PORTLAND CEMENT PLASTER

ON METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON

PLYWOOD

" PLYWOOD ON WOOD STUD

FRAMING

0 1" 2" 4" 8"

CUT STONE SCUPPER PLAN DETAIL

D2

SCALE: 3" = 1'-0"

2" 6"

MEMBRANE ROOFING

WRAP AROUND CUT STONE

" PLYWOOD ON

2X6 WOOD FRAMING

CENTER LINE

OF CUT STONE

" 2

6"

PIN ANCHOR-TYPICAL

BY CUT STONE MFR.

-PIN AND SEALANT TO

CUT STONE BELOW

SEALANT

CUT STONE

SEALANT

& KERF

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON

" PLYWOOD

-WRAP ASPHALT FELT AROUND

WOOD

1'-0"

1'-5

D2

D6

0 1" 2" 4" 8"

CUT STONE SCUPPER ELEVATION DETAIL

D4

SCALE: 3" = 1'-0"

CUT STONE HEAD

PIN ANCHOR-TYP.

BY CUT STONE MFR.

CUT STONE SPOUT

SEALANT W/

BACKER ROD-TYP.

0 1" 2" 4" 8"

CUT STONE SCUPPER DETAIL (SIM. @ PLASTER WALL)

D6

SCALE: 3" = 1'-0"

" 7

1" 3" ±

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON

" PLYWOOD

-WRAP ASPHALT FELT AROUND

WOOD

WEEP SCREED

SEALANT W/

BACKER ROD

DRIP EDGE

KERF &

SEALANT

1"

MEMBRANE ROOFING

WRAP 15# ASPHALT FELT

AROUND WOOD FRAMING

-FASTEN AT PLYWOOD SIDES ONLY

SEALANT

CUT STONE HEAD

ANCHOR TO SUBRAME

SEALANT AT

END OF

MEMBRANE

ROOFING

SEALANT W/

BACKER ROD

DRIP EDGE

METAL FLASHING OVER

15# ASPHALT FELT

OVER WOOD FRAMING

MEMBRANE ROOFING

ON COVER BD. ON

TAPERED INSUL.

-MIN. 3" R-15

SEALANT & TYPICAL

PIN ANCHOR-SEE B9/300

" PLYWOOD

WOOD FRAMING-

SEE STRUCTURAL

0 1" 2" 4" 8"

RAIN CHAIN DETAIL AT SPLASHBLOCK

D8

SCALE: 3" = 1'-0"

ALIGN W/ CENTER OF

GUTTER LEADER ABOVE

-RAIN CHAIN SHALL BE

VERTICALLY PLUMB

C

L

FACE OF BUILDING

ALUMINUM RAINCHAIN

COBBLE,

SEE LANDSCAPE

ALUMINUM EYE-HOOK

CAST INTO CONCRETE

W/ 2

" EMBED

CONCRETE

SPLASHBLOCK

(2) #5 REBAR

EACH WAY

EXTENT OF COBBLE AT SIDEWALK,

EARTH UNDER SIDEWALK

NOTE: CONCRETE SPLASHBLOCK MAY BE SITE CAST CONCRETE,

BUT SHALL BE ISOLATED FROM BONDING WITH ADJACENT

MATERIALS, AND SHALL BE ABLE TO BE REPOSITIONED TO

ENSURE RAINCHAIN IS VERTICALLY PLUMB.

E Q

E

Q

" TYP.

3"

0 1" 2" 4" 8"

STANDING SEAM METAL ROOF DETAIL @ COLUMN (HIGH)

F2

SCALE: 3" = 1'-0"

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON

" PLYWOOD

ON 2X6 WOOD FRAMING

WEEP SCREED

FLASHING

STANDING SEAM

METAL ROOF

ALUM Z-RECEIVER

SET IN SEALANT

30# ASPHALT FELT

ON

" PLYWOOD

T&G WOOD CEILING

ON WOOD FRAMING

2" 3" ± 9"

0 1" 2" 4" 8"

STANDING SEAM METAL ROOF DETAIL @ COLUMN (LOW)

F4

SCALE: 3" = 1'-0"

T&G WOOD CEILING

ON WOOD FRAMING

SEE WALL SECTIONS

FOR DIMENSIONS

FROM CENTER LINE AT

TOP & BOTTOM OF

INCLINED WALL

3" ±

MANUFACTURED MASONRY ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15# ASPHALT FELT ON

" PLYWOOD

ON 2X6 WOOD FRAMING

WEEP SCREED

FLASHING

ALUM Z CLIP AT

VERTICAL LEG

& UNDER Z

" TURN-UP

STANDING SEAM METAL

ROOF ON 30# ASPHALT FELT

ON

" PLYWOOD

9" 3" ± SEE ROOF PLAN

0 1" 2" 4" 8"

STANDING SEAM METAL ROOF DETAIL @ RAKE WALL

F6

SCALE: 3" = 1'-0"

T&G WOOD CEILING

ON WOOD FRAMING

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON

" PLYWOOD

ON 2X6 WOOD FRAMING

WEEP SCREED

FLASHING & J-CLOSURE

MECHANICALLY FASTENED

SEAM

STANDING SEAM METAL

ROOF ON 30# ASPHALT FELT

ON

" PLYWOOD

2X3 WOOD BLOCKING

SEALANT

0 1" 2" 4" 8"

HOLLOW METAL DOOR FRAME-JAMB

F8

SCALE: 3" = 1'-0"

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON

" PLYWOOD

ON 2X6 WOOD FRAMING

SEALANT W/ BACKER ROD

HOLLOW METAL FRAME

SCHEDULED DOOR

" EXPOSED PLYWOOD

SEALANT ALL AROUND

±6

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

MAY 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 NA NEL JHS

A-301

COMMITTAL SHELTER

DETAILS