S02 - 892CM3036 - Binder 9 of 9 Miramar.pdf

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390 379 379

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

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ENGINEER OF RECORDCONSULTANTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

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

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

MARCH 2020

BID DOCUMENTS

NOT FOR CONSTRUCTION

LK104

S E

E

S

H E

E T

L

S E

E

S

H E

SIGNAGE PLAN 4

LK106 LK101

LK102

LK103

LK104 LK105

1"=600'

KEY MAP

DWG. 104 OF 127

1 381

2 37

3 37

6 37

7 37

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

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ENGINEER OF RECORDCONSULTANTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

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

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

MARCH 2020

BID DOCUMENTS

NOT FOR CONSTRUCTION

LK105

S E

E

S

H E

SIGNAGE PLAN 5

LK106 LK101

LK102

LK103

LK104 LK105

1"=600'

DWG. 105 OF 127

N

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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 : 6

/4/ at

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CA

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\P lot

\LK

1-

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6 S ign ag e P lan

.dw g

ENGINEER OF RECORDCONSULTANTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

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

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

MARCH 2020

BID DOCUMENTS

NOT FOR CONSTRUCTION

LK106

SIGNAGE PLAN 6 (ADD ALT 3)

LK106 LK101

LK102

LK103

LK104 LK105

1"=600'

DWG. 106 OF 127

B F

B F

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 : 6

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\P lot

\LK

1 S ign ag e E nla rg em en t P lan

.dw g

ENGINEER OF RECORDCONSULTANTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

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

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

MARCH 2020

BID DOCUMENTS

NOT FOR CONSTRUCTION

LK401

SIGNAGE PLAN -

COLUMBARIA ENLARGEMENT

DWG. 107 OF 127

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

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\P lot

\LK

1-

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ENGINEER OF RECORDCONSULTANTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

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

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

MARCH 2020

BID DOCUMENTS

NOT FOR CONSTRUCTION

LK501

SIGNAGE DETAILS 1

DWG. 108 OF 127

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 : 6

/4/ at

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\LK

1-

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5 S ign ag e D eta ils .dw g

ENGINEER OF RECORDCONSULTANTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

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

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

MARCH 2020

BID DOCUMENTS

NOT FOR CONSTRUCTION

LK502

SIGNAGE DETAILS 2

Speed Limit

One

Way

Committal Shelter C

Columbarium T-AAColumbarium T-AACommittal Shelter C

1 3

Corteges

All

Funerals

Wait Here

Cemetery

Vehicles

Only

DO NOT

ENTER

DO

NOT

DRINK

NO

BEBER

Committal Shelter C

Road X

M onsoor A venue

M onsoor A venue

DWG. 109 OF 127

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

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Date

Drawn

892CM3036

Pl ott ed : 6

/4/ at

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5 S ign ag e D eta ils .dw g

ENGINEER OF RECORDCONSULTANTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

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

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

MARCH 2020

BID DOCUMENTS

NOT FOR CONSTRUCTION

LK503

SIGNAGE DETAILS 3

FLORAL

REGULATIONS

ENLARGEMENT FLORAL REGULATIONS

NTS

1. Fresh cut flowers may be placed on graves at any time. Temporary flower containers are available.

2. Floral items will be removed from graves as soon as they become faded or unsightly.

3. Artificial flowers may be placed on graves during the period of October 1 through April 1.

4. Plantings will not be permitted on graves at any time. potted plants will be permitted on graves only during the period 10 days before and 10 days after Easter Sunday, Memorial Day, Veterans Day, and Christmas.

5. Christmas wreaths or grave blankets are permitted on graves from December 15 through January 10 and will be removed not later than January 20 of each year. Grave floral blankets may not be larger than two by three feet.

6. During lawn mowing and ground maintenance season, all floral items will be removed from the graves on the 1st and 15th of each month, or sooner if necessary.

7. Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time.

8. Floral items and other types of decorations will not be secured to headstones or markers.

Flower Vases Flower Vases Flower Vases Flower Vases

Trash Trash Trash Trash

Recycle Recycle Recycle Recycle

Flow

DWG. 110 OF 127

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 : 6

/4/ at

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B y:

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\A cti ve

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A Mi ra ma r N ati on al

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1-

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5 S ign ag e D eta ils .dw g

ENGINEER OF RECORDCONSULTANTS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

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

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

MARCH 2020

BID DOCUMENTS

NOT FOR CONSTRUCTION

LK504

SIGNAGE DETAILS 4

DO NOT

DRINK

Van Accessible Min Fine

$250

Parking Only

Min Fine $250

DWG. 111 OF 127

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"

6' -1

0"

'-0

7' -2

'-1

0"

72'-0"

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

F5

F2

D5

F8

B5

D8

F1

D2

'-1

0"

6' -1

0"

'-0

7' -2

1' -2

1'

-2

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"

6' -1

0"

'-0

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

F2

F8

'-1 0"

6' -1

0"

'-0

7' -2

EQ. EQ.

2' -4

1' -2

9' -1

0" 3'

-6

5'-0" 5'-0"

1'-2"

1'-2"

1' -2

2'

-4

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

7' -1

0" 1'

-2

6' -0

STORAGE

64 SF

1A

4803 4803

R21'-9"

6'-0" 6'-0"

B6

B3

FLOOR PLANE6 SCALE: 18" = 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

NO

RTH

CEILING SURFACE

EXPOSED FLUORESCENT

STRIP LIGHTROOF ABOVE

3'-0" 3'-0"

36'-0"

4' -0

4'

-0

'-0

"35 '-8

3'-0" 3'-0"

36'-0"

4' -0

4'

-0

'-0

REFLECTED CEILING PLANE2 SCALE: 18" = 1'-0"

0 2' 4' 8' 16'

NO

RTH

1 2 3 4

1 2 3 4

C

B

A

C

B

A

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

6' -1

0"

'-0

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

F2

F8

6' -1

0"

'-0 "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"

4' -0

4'

-0

'-0

"35 '-8

3'-0" 3'-0"

36'-0"

4' -0

4' -0

'-0

ROOF PLANB6 SCALE: 18" = 1'-0"

0 2' 4' 8' 16'

NO

RTH

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

B8

HIGH POINT

GUTTER

HIGH POINT

2.92" THICK RIGID

INSULATION

B8

F4

F2

B8

4803 4803

HIGH POINT

3.08" THICK RIGID

INSULATION

TYPICAL DETAIL @

STANDING SEAM

METAL ROOF GUTTER

ROOF CREST

TYPICAL CURVED

GABLE @ STANDING

SEAM METAL ROOF

B2

B2

HIGH POINT

GUTTER

GUTTER DRAIN

W/ RAIN CHAIN

HIGH POINT

GUTTER

9"

'-0

1'-6"-TYP. SEAM

C U

R

VE

D

SL

O

PE

C U

R

VE

D

SL

O

PE

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

'-0

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

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 : 5

/11 /20 at 9:

am

B y:

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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

DWG. 112 OF 127

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

'-9

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 ELEVATIOND8 SCALE: 18" = 1'-0"

0 2' 4' 8' 16'

F8

FRONT ELEVATIOND5 SCALE: 18" = 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

GUTTERSTANDING 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 35'-9"

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 ELEVATIOND2 SCALE: 18" = 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 ELEVATIONF5 SCALE: 18" = 1'-0"

0 2' 4' 8' 16'

CUT STONE CAP

GUTTERSTANDING 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 SECTIONF2 SCALE: 18" = 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 SECTIONF8 SCALE: 18" = 1'-0"

0 2' 4' 8' 16'

CUT STONE CAP

BATTERED COLUMN

W/ MANUFACTURED

MASONRY

STANDING SEAM

METAL ROOF

MEMBRANE ROOFING, SLOPE 14"/FT.

CUT STONE CAP

HOLLOW METAL FRAME AND DOOR

CUT STONE WATER TABLE

GRADE

R

'-9

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

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 : 5

/11 /20 at 9:

am

B y:

jsu nw oo Fil e:

L:\

1.0

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4 -

M ira ma r N

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3-

0-

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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

A-102

DWG. 113 OF 127

MANUFACTURED MASONRY @ PORTLAND CEMENT WALLB2 SCALE: 3" = 1'-0"

0 1" 2" 4" 8"

2" 3" 6 12"

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 @ LEDGEB4 SCALE: 3" = 1'-0"

SECTION

8"

5/

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 SECTIONB5 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"

4" M

IN

VA

R

IE

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 GUTTERB8 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"

6"

NOTE: SOFFIT, GUTTER,

ACCESSORIES AND

FLASHINGS TO MATCH

FINISH OF ROOF

C

WALL SECTIONF1 SCALE: 3/4" = 1'-0"

0 4" 8" 16" 32"

F4

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"

6"

4" 8"

4" 6"

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

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

4"

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 SECTIONF5 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"

6"

4"

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

4"

FLASHING AT HIGH POINT

-SEE D2/4803-500

WOOD CEILING

ON FURRING

STEEL BEAM-

SEE STRUCTURAL

PAINT EXPOSED STEEL P-3GUTTER 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

2" 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"

6"

B2

B8

4803 CUT STONE

B4

4803 BIRD SPIKE

8" M

IN

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 12"

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

4"

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 SECTIONF8 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"

1 2"

M

IN

1 2" M

AX

1 2" M

IN

STONE CAP

#4 BAR X 6" HOT DIPPED

GALVANIZED EPOXIED INTO

8" 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

Pl ott ed : 5

/11 /20 at

:02 am

B y:

jsu nw oo Fil e:

L:\

1.0

Pr oje cts \20

-0

4 -

M ira ma r N

C Ph as e I

I\A

CA

D\ Pl an s\B id Do cs \A rch ite ctu ra l D wg s\4

3-

0-

CO

MM

IT

TA

L S

ER

VI

CE

S

HE

LT

ER

R

EV

.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

A-103

DWG. 114 OF 127

COL

0 1" 2" 4" 8"

MANUFACTURED MASONRY DETAIL @ BATTERED WALLB2 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

2" 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

COL

0 1" 2" 4" 8"

CUT STONE BASE DETAIL @ GRADEB4 SCALE: 3" = 1'-0"

9" ±3" 1"

4"

4" 4"

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON 12" PLYWOOD

ON 2X6 WOOD FRAMING

WEEP SCREED

CUT STONE W/ 12" 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

COL

0 1" 2" 4" 8"

CUT STONE BASE DETAIL @ SIDEWALKB6 SCALE: 3" = 1'-0"

9" ±3" 1"

4"

4" 4"

MANUFACTURED MASONRY ON MORTAR BED ON

METAL LATH ON (2) LAYERS 15# ASPHALT FELT ON 12"

PLYWOOD ON 2X6 WOOD FRAMING

WEEP SCREED

CUT STONE W/ 12" 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"

2 12" 6 12" 1" 2"

1'-0"

EQ. EQ.

8"

8"

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/

4" HEMMED DRIP

PORTLAND CEMENT PLASTER

ON METAL LATH ON (2) LAYERS

15# ASPHALT FELT ON 12"

PLYWOOD

2" PLYWOOD ON WOOD STUD

FRAMING

0 1" 2" 4" 8"

CUT STONE SCUPPER PLAN DETAILD2

SCALE: 3" = 1'-0"

1 2"

3"

1" 4"

8" 2" 6"

8"

4" 1"

MEMBRANE ROOFING

WRAP AROUND CUT STONE

2" PLYWOOD ON

2X6 WOOD FRAMING

CENTER LINE

OF CUT STONE

2" 2 5 8" 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 12" PLYWOOD

-WRAP ASPHALT FELT AROUND

WOOD

COL

6' -0

6"

8"

3"

2 5 8" 1'-0"

1'-5 14"

8" 3"

8"

D2

D6

0 1" 2" 4" 8"

CUT STONE SCUPPER ELEVATION DETAILD4

SCALE: 3" = 1'-0"

CUT STONE HEAD

PIN ANCHOR-TYP.

BY CUT STONE MFR.

CUT STONE SPOUT

SEALANT W/

BACKER ROD-TYP.

COL

0 1" 2" 4" 8"

CUT STONE SCUPPER DETAIL (SIM. @ PLASTER WALL)D6

SCALE: 3" = 1'-0"

4" 6"

8"

8" 3/

8"

3"

8" 7 5 8"

3"

1" 3" ± 6 12"

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON 12" 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

8" PLYWOOD

WOOD FRAMING-

SEE STRUCTURAL

0 1" 2" 4" 8"

RAIN CHAIN DETAIL AT SPLASHBLOCKD8

SCALE: 3" = 1'-0"

ALIGN W/ CENTER OF

GUTTER LEADER ABOVE

-RAIN CHAIN SHALL BE

VERTICALLY PLUMB

CL

FACE OF BUILDING

ALUMINUM RAINCHAIN

COBBLE,

SEE LANDSCAPE

ALUMINUM EYE-HOOK

CAST INTO CONCRETE

W/ 2 12" 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.

4" 8"

8"

EQ

EQ

4"

1 12" TYP.

8"

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 12" PLYWOOD

ON 2X6 WOOD FRAMING

WEEP SCREED

FLASHING

STANDING SEAM

METAL ROOF

ALUM Z-RECEIVER

SET IN SEALANT

30# ASPHALT FELT

ON 5 8" PLYWOOD

T&G WOOD CEILING

ON WOOD FRAMING

COL

2" 3" ± 9"

1 2"

0 1" 2" 4" 8"

STANDING SEAM METAL ROOF DETAIL @ COLUMN (LOW)F4 SCALE: 3" = 1'-0"

T&G WOOD CEILING

ON WOOD FRAMING

COL

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 12" PLYWOOD

ON 2X6 WOOD FRAMING

WEEP SCREED

FLASHING

ALUM Z CLIP AT

VERTICAL LEG

& UNDER Z

4" TURN-UP

STANDING SEAM METAL

ROOF ON 30# ASPHALT FELT

ON 5 8" PLYWOOD

COL

9" 3" ± SEE ROOF PLAN

1 4"

0 1" 2" 4" 8"

STANDING SEAM METAL ROOF DETAIL @ RAKE WALLF6 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 12" PLYWOOD

ON 2X6 WOOD FRAMING

WEEP SCREED

FLASHING & J-CLOSURE

MECHANICALLY FASTENED

SEAM

STANDING SEAM METAL

ROOF ON 30# ASPHALT FELT

ON 5 8" PLYWOOD

2X3 WOOD BLOCKING

SEALANT

0 1" 2" 4" 8"

HOLLOW METAL DOOR FRAME-JAMBF8 SCALE: 3" = 1'-0"

MANUFACTURED MASONRY

ON MORTAR BED ON METAL

LATH ON (2) LAYERS 15#

ASPHALT FELT ON 12" PLYWOOD

ON 2X6 WOOD FRAMING

SEALANT W/ BACKER ROD

HOLLOW METAL FRAME

SCHEDULED DOOR

2" EXPOSED PLYWOOD

SEALANT ALL AROUND

±6 5 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 : 5

/11 /20 at

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B y:

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D\ Pl an s\B id Do cs \A rch ite ctu ra l D wg s\4

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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

A-501

COMMITTAL SHELTER

DETAILS

DWG. 115 OF 127

SB

SBSB

SB SB

COMMITTAL

SHELTER

36x32 UNDER ROOF

NOTES: SCALE:1/8"=1'-0"

REFERENCE

NORTH

H S S8x

8x 1/

2H S S8x8x1/2

H S S8x

8x 1/

H S S8x

8x 1/

-1.50'F8.0

-1.50'F8.0

-1.50'F8.0

S S

4. ALL FOOTINGS SHALL BE CENTERED UNDER WALLS OR COLUMNS UNLESS NOTED OTHERWISE.

5. INDICATES STEPPED FOOTINGS. SEE DETAIL 3/S502

6. TYPICAL STUD WALLS SHALL BE AS FOLLOW, UNLESS NOTED OTHERWISE:

4" NOMINAL WALL

INTERIOR NON-BEARING STUD WALLS................2x4 @ 16"o.c.

BEARING AND SHEAR WALLS................................4x4 @ 16"o.c. D.F.#1

6" NOMINAL WALL

EXTERIOR STUD WALLS........................................2x6 @ 16"o.c.

BEARING AND SHEAR WALLS...............................2x6 @ 16"o.c.

7. INDICATES WALL ABOVE.

8. INDICATES SIDE OF SHEAR WALL PLYWOOD IS TO BE NAILED.

9. INDICATES WOOD SHEAR WALL REFERENCE ELEVATION.

INDICATES MINIMUM LENGTH OF SHEAR WALL REQUIRED.

13. MINIMUM PLYWOOD SHEATHING WIDTH OF SHEAR WALL TO BE 48".

14. SEE ARCHITECTURAL DRAWINGS FOR ELEVATION TOP OF CONCRETE SLAB, DEPRESSIONS, SLOPES, OPENINGS, CURBS, DRAINS, TRENCHES, SLAB EDGE LOCATIONS, ALL OVERALL DIMENSIONS AND

LOCATION OF OPENINGS NOT INDICATED ON STRUCTURAL DRAWINGS.

15. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND LOCATING ALL OPENINGS THROUGH

THE SLAB INCLUDING BUT NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, SPRINKLER AND

TELEPHONE. SUBMIT TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO SUBMITTAL OF

REINFORCING STEEL SHOP DRAWINGS.

0'-0"

C. 4" OF AGGREGATE BASE BELOW THE VAPOR BARRIER

A. 5" CONCRETE SLAB WITH #4@16"o.c. CENTERED EACH WAY. U.N.O.

2. TYPICAL SLAB ON GRADE CONSTRUCTION SHALL BE AS FOLLOWS: (REF. GEOTECHNICAL REPORT)

1. ELEVATION TOP OF CONCRETE SLAB SHALL BE DATUM +XX.XX'= +0.00' UNLESS NOTED

D. COMPACTED ENGINEERING FILL BELOW THE AGGREGATE BASE

B. 10 MIL CLASS A VAPOR BARRIER BELOW SLAB

E. SUBGRADE PER SOILS REPORT.

10. INDICATES GRADE BEAM MARK. 18"WIDEx18"DEEP w/(4)#6 T&B.

OTHERWISE THUS (+0.00')

INDICATES TOP OF FOOTING ELEVATION BELOW DATUM. TOP OF CONTINUOUS WALL

FOOTING SHALL BE AT 0.00' FROM LOWEST ADJACENT TOP OF CONCRETE

3. INDICATES FOOTING TYPE. SEE DETAIL X/SX FOR SIZE AND REINFORCING.

SLAB ON GRADE UNLESS NOTED OTHERWISE.

0.00'F1

11. INDICATES WOOD POST.

6x6

12. INDICATES STEEL COLUMN.HSSx

16. FRAME OPENINGS FOR DOOR AND WINDOWS PER DETAIL x/Sx UNLESS NOTED OTHERWISE.

SHALL BE 8d @ 6"o.c. AT ALL EDGES AND 8d @ 12"o.c. AT ALL INTERMEDIATE SUPPORTS MINIMUM.

17. SHEATH ALL EXTERIOR WALLS WITH 1/2" CDX PLYWOOD, UNLESS NOTED OTHERWISE. PLYWOOD NAILING

TYPICAL SOUND WALL (SEE DETAIL x/Sx)

MINIMUM.................................................................4x4 @ 8"o.c. STAGGERED

18. ALL SILL PLATE ANCHORS SHALL BE EMBEDDED 10" MINIMUM INTO CONCRETE FOOTING

...................................2x8 @ 16"o.c. D.F.#1

CORRIDOR WALL....................................................2x6 @ 16"o.c.

19. INDICATES CONCRETE 3" MAX. DEPRESSED SLAB PER ARCHITECTURAL DRAWINGS.

SEE DETAIL 8/S502.

(ALT: 362S137-33 @16"o.c.)

INDICATES CONTINUOUS FOOTING DESIGNATION

INDICATES SPREAD FOOTING DESIGNATION

NOTES:

8'-0" x 8'-0" 24" (8)#5 (8)#5 (8)#5 (8)#5

6x6 6x6

4x4

4x

4x

4x4

0.00'CF1.5

1'-6" x CONT. 24" (2)#5 #5@12 (2)#5 #5@12

20. INDICATES HSSx CANTILEVER.

0.00'CF1.5 0.00'CF1.5

21. INDICATES ORIENTATION OF SLAB FRAMING SLOPE (0.5%) MINIMUM 1.5" COVER

STEEL SHALL REMAIN.

NOTES:

REFERENCE

NORTH

SCALE:1/8"=1'-0"

C U

R V

E D

S L O

P E

C U

R V

E D

S L O

P E

H S S8x

8x 5/

(B

H S S8x8x5/8

(B)

S506

H S

S x x /8

H S

S x x /8

H S

S x x /8

H S

S x x /8

HSS12x6x3/8

2x6

@24"o.c.

2x6

@24"o.c.

2x6

@24"o.c.

2x6

@24"o.c.

2x6

@24"o.c.

2x6

@24"o.c. (LOW)

6x6

HEADER

1. FOR GENERAL NOTES AND TYPICAL DETAILS, SEE S1.X SERIES SHEETS.

2. ELEVATION TOP OF SHEATHING SHALL BE COORDINATED WITH ARCHITECTURAL,

UNLESS NOTED OTHERWISE.

3. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND LOCATING ALL OPENING THROUGH

THE ROOF INCLUDING BUT NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, SPRINKLER AND

TELEPHONE. SUBMITTAL TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO SUBMITTAL OF

REINFORCING STEEL SHOW DRAWINGS.

4. ALL NAILS SHALL BE COMMON NAILS.

1/2" CDX PLYWOOD STRUCT-I

w/ 10d COMMON NAIL @6:12

SPAN RATING 32/16

H S S8x8x5/8

(B) H S S8x

8x 5/

(B

S504

BEAM TO BE

BENT/CURVED TO

MATCH ARCHITECTURAL

ROOF LAYOUT

S506

TYP.

S506

TYP.

HSS6x4x HSS6x4x

E N

D x

E N

D x

S506

S506

S506

6x

(B

6x (B)

S506

S504

S506

S506

S506

TYP.

TYP.

5. ROOF SHEATHING TO BE 1/2" STRUCT-I PLYWOOD w/ 10d NAILS @4:12 BLOCKED. PANEL I.D. 32/16.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING THE STRUCTURE.

S504

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

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

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 JS RD

BID DOCUMENTS

NOT FOR CONSTRUCTION

MARCH 2020

S-101 1 9

COMMITTAL SERVICE SHELTER

FOUNDATION AND ROOF PLAN

DWG. 116 OF 127

1. APPLICABLE BUILDING CODE:

PERFORM CONSTRUCTION AND WORKMANSHIP COMPLYING WITH CONTRACT

DOCUMENTS AND 2016 CALIFORNIA BUILDING CODE (CBC).

3. GOVERNING CODE AUTHORITY:

CITY OF SAN DIEGO DEPARTMENT OF BUILDING AND SAFETY.

4. CONTRACT DOCUMENTS:

PERFORM STRUCTURAL RELATED WORK, INCLUDING THE DEVELOPMENT

OF SHOP DRAWINGS, WITH THE CONSIDERATION OF ALL CONTRACT

DOCUMENTS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS,

ROOF AND FLOOR ELEVATIONS, EDGE OF SLABS, OPENINGS, DEPRESSIONS,

SLOPES, CURBS, DRAINS, AND TRENCHES NOT SHOWN IN STRUCTURAL

DRAWINGS. ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND

STRUCTURAL DRAWINGS SHALL BE RESOLVED WITH THE ARCHITECT

(STRUCTURAL ENGINEER) PRIOR TO PROCEEDING WITH WORK.

5. DESIGN INTENT:

STRUCTURAL DRAWINGS, AS PART OF THE CONTRACT DOCUMENTS,

INDICATE INFORMATION SUFFICIENT TO CONVEY DESIGN INTENT.

CONTRACTOR SHALL REVIEW CONTRACT DOCUMENTS AND PROMPTLY

NOTIFY ARCHITECT (STRUCTURAL ENGINEER) OF ANY DISCREPANCIES

OR QUESTIONS PRIOR TO PROCEEDING WITH WORK.

6. TYPICAL DETAILS AND SCHEDULES:

DETAILS AND SCHEDULES INDICATED AS "TYPICAL" ARE APPLICABLE

THROUGHOUT THE PROJECT AND MAY NOT BE SPECIFICALLY

REFERENCED IN STRUCTURAL DRAWINGS. CONTRACTOR SHALL

DETERMINE WHERE TYPICAL DETAILS AND SCHEDULES APPLY PRIOR TO

PROCEEDING WITH WORK. SHOULD CONDITIONS EXIST THAT ARE NOT

SPECIFICALLY DETAILED AND NO TYPICAL DETAIL APPLIES,

PROMPTLY NOTIFY ARCHITECT (STRUCTURAL ENGINEER).

8. SITE CONDITIONS:

CONTRACTOR SHALL VERIFY SITE CONDITIONS INCLUDING DIMENSIONS

AND ELEVATIONS. PROMPTLY NOTIFY ARCHITECT (STRUCTURAL

ENGINEER) OF ANY DISCREPANCIES OR CONFLICT WITH CONTRACT

DOCUMENTS PRIOR TO PROCEEDING WITH WORK.

9. MEANS AND METHODS OF CONSTRUCTION:

CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO

NOT INDICATE METHOD OF CONSTRUCTION. PERFORM CONSTRUCTION

MEANS, METHODS, SEQUENCES, TECHNIQUES AND PROCEDURES

COMPLYING WITH NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.

CONTRACTOR SHALL PROVIDE SHORING AND BRACING TO ENSURE

STABILITY OF STRUCTURE AND GENERAL SAFETY DURING

CONSTRUCTION.

10. SITE OBSERVATIONS:

SITE OBSERVATION VISITS BY FIELD REPRESENTATIVES OF

ARCHITECT (STRUCTURAL ENGINEER) DO NOT INCLUDE CONTINUOUS

INSPECTION SERVICES AND/OR APPROVAL FOR METHOD OF

CONSTRUCTION. OBSERVATIONS BY ARCHITECT (STRUCTURAL

ENGINEER) ARE PERFORMED TO DETERMINE IF CONTRACTOR

UNDERSTANDS DESIGN INTENT OF CONTRACT DOCUMENTS.

OBSERVATIONS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND

SHALL NOT BE CONSIDERED SUPERVISION OF CONSTRUCTION.

11. MODIFICATIONS AND SUBSTITUTIONS:

MATERIALS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE

CONSIDERED FOR USE PROVIDED A WRITTEN REQUEST IS SUBMITTED

TO OWNER, ARCHITECT (STRUCTURAL ENGINEER) AND GOVERNING

CODE AUTHORITY FOR APPROVAL PRIOR TO ITS USE OR INCLUSION

IN SHOP DRAWINGS. MODIFICATIONS AND SUBSTITUTIONS WILL NOT

BE ACCEPTED DURING SHOP DRAWING REVIEW.

12. SHOP DRAWING SUBMITTALS:

A. CONTRACTOR SHALL REVIEW FOR COMPLETENESS AND COMPLIANCE

WITH CONTRACT DOCUMENTS PRIOR TO SUBMITTING TO ARCHITECT

(STRUCTURAL ENGINEER).

B. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO

FABRICATION.

C. PROVIDE A PROFESSIONAL ENGINEER'S SIGNATURE AND SEAL IN

THE STATE WHERE THE PROJECT SITE OCCURS WHEN INDICATED.

D. REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN INTENT AND

DOES NOT CONSTITUTE AN AUTHORIZATION TO DEVIATE FROM THE

CONTRACT DOCUMENTS.

E. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK

OF COORDINATION WITH OTHER PORTIONS OF CONTRACT

DOCUMENTS, LACK OF CALCULATIONS (WHEN REQUIRED), OR

WHERE MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED

WITHOUT PRIOR REVIEW AND APPROVAL.

F. MAINTAIN A COPY OF REVIEWED AND ACCEPTED SHOP DRAWINGS

AT SITE FOR DURATION OF CONSTRUCTION.

G. STRUCTURAL ENGINEER REQUIRES 10 WORKING DAYS FOLLOWING

RECEIPT OF SHOP DRAWINGS AND CALCULATIONS FOR COMPLETION

OF REVIEW. SHOP DRAWINGS WILL BE REVIEWED A MAXIMUM

H. FOR DESIGN-BUILD ITEMS, SUBMIT SHOP DRAWINGS THAT BEAR THE

SIGNATURE AND SEAL OF A REGISTERED CIVIL ENGINEER TO

ARCHITECT (STRUCTURAL ENGINEER) AND GOVERNING CODE

AUTHORITY FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

13. PIPE AND DUCT BRACING:

BRACE PIPES AND DUCTS COMPLYING WITH LATEST EDITION OF

"SEISMIC RESTRAINT MANUAL; GUIDELINES FOR MECHANICAL SYSTEMS" BY

THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL

ASSOCIATION.

14. EQUIPMENT INSTALLATION AND ANCHORAGE:

INSTALL AND ANCHOR MECHANICAL AND ELECTRICAL EQUIPMENT TO

STRUCTURE COMPLYING WITH ASCE 7 SECTION 13.4. ISOLATORS,

FASTENERS, AND ANY OTHER ELEMENT THAT ANCHORS EQUIPMENT SHALL

BE APPROVED BY ICC OR EQUIVALENT TESTING PROCEDURE.

SUSPENDED EQUIPMENT SHALL BE SECURED BY APPROVED LATERAL OR

SWAY BRACING.

15. STRUCTURAL DEFERRED SUBMITTAL ITEMS:

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED

TO THE ARCHITECT (STRUCTURAL ENGINEER) TO BE REVIEWED FOR GENERAL

CONFORMANCE TO CONTRACT DOCUMENTS. PROVIDE A PROFESSIONAL ENGINEER'S

SIGNATURE AND SEAL IN THE STATE WHERE THE PROJECT SITE OCCURS.

BE INSTALLED UNTIL THEIR SUBMITTAL DOCUMENTS HAVE BEEN APPROVED

BY THE BUILDING OFFICIAL.

2. APPLICABLE STANDARDS:

SPECIFICATIONS, CODES, AND STANDARDS REFERENCED IN THE CONTRACT

DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING

SUPPLEMENTS, UNLESS NOTED OTHERWISE. MATERIAL SPECIFICATIONS

SHALL COMPLY WITH THE LATEST EDITION OF ASTM REFERENCED STANDARDS.

7. CONFLICTS IN STRUCTURAL DRAWINGS:

NOTES AND DETAILS SPECIFICALLY REFERENCED IN DRAWINGS SHALL

TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

WHERE STRUCTURAL DRAWINGS CONFLICT WITH PROJECT SPECIFICATIONS,

THE MORE STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY

REFERENCED SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR CONDITIONS.

OF 2 TIMES.

CONTRACTOR SHALL SUBMIT REVIEWED SUBMITTAL DOCUMENTS TO GOVERNING

CODE AUTHORITY FOR APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT

1. LIVE LOADS:

ROOF = 20 PSF (REDUCIBLE)

STORAGE = 125 PSF (UNREDUCIBLE)

OFFICE = 100 PSF (REDUCIBLE)

STAIRS = 100 PSF (UNREDUCIBLE)

PARKING = 40 PSF (REDUCIBLE)

2. WIND LOADS:

ULTIMATE DESIGN WIND SPEED, Vult = 110 MPH

EXPOSURE CATEGORY = D

RISK CATEGORY = III

COMPONENT AND CLADDING WIND

INTERNAL PRESSURE COEFFICIENT, GCpi = 0.00 PER ASCE 26.11-1

ROOF ZONE 1 = 25 PSF

ROOF ZONE 2 = 51 PSF

ROOF ZONE 3 = 79 PSF

WALL ZONE 4 = 31 PSF

WALL ZONE 5 = 40 PSF

3. SEISMIC LOADS:

SPECTRAL RESPONSE ACCELELATIONS

SEISMIC IMPORTANCE FACTOR, I = 1.25

RISK CATEGORY = III

E

S = 1.061

S = 0.761

S = 0.432

S

DS

D1

S = 0.4071

SITE CLASS = D

SEISMIC DESIGN CATEGORY = D

SEISMIC FORCE RESISTING SYSTEM = ORDINARY STEEL CANTILEVER

RESPONSE MODIFICATION FACTOR, R = 1.25 (N/S)

RESPONSE MODIFICATION FACTOR, R = 1.25 (E/W)

SEISMIC RESPONSE COEFFICIENT, Cs = 0.761 (N/S) SEISMIC RESPONSE COEFFICIENT, Cs = 0.761 (E/W)

DESIGN BASE SHEAR, V = 11 KIPS (N/S)

DESIGN BASE SHEAR, V = 11 KIPS (E/W)

PRESSURES (ULTIMATE, A = 10 SF)

1. FOUNDATION DESIGN VALUES:

FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES

BEARING CAPACITY ...........1500 PSF 1

LATERAL BEARING PRESSURE ...100 PSF/FT 1,2

COEFFICIENT OF FRICTION ....0.25

1. INDICATES VALUE MAY BE INCREASED 33% FOR SEISMIC OR WIND LOADING.

2. INDICATES VALUE MAY BE INCREASED 100% FOR POLE FOOTINGS.

2. MINIMUM FOOTING DEPTH:

FOUND FOOTINGS A MINIMUM OF 24 INCHES BELOW LOWEST ADJACENT GRADE

OR FINISH FLOOR, WHICHEVER IS LOWER.

3. FOUNDATION EXCAVATIONS:

FOUNDATION EXCAVATIONS SHALL BE OBSERVED AND APPROVED BY

BUILDING OFFICIAL PRIOR TO PLACING FILL, REINFORCING STEEL, OR

CONCRETE. WHERE REQUIRED BY THE BUILDING OFFICIAL, A GEOTECHNICAL

ENGINEER SHALL BE RETAINED BY THE OWNER TO INSPECT THE FOUNDATION

4. BACKFILLING AND COMPACTION:

PROPERLY BACKFILL ALL EXCAVATIONS. COMPACT BACKFILL TO AT LEAST

90% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED

5. RETAINING WALL BACKFILL:

PLACE BACKFILL BEHIND RETAINING WALLS FOLLOWING COMPLETION

AND INSPECTION OF WATERPROOFING. ADEQUATELY SHORE RETAINING

WALLS DURING BACKFILL OPERATION. UNLESS ADEQUATELY SHORED,

DO NOT PLACE BACKFILL BEHIND BUILDING STRUCTURE RETAINING

WALLS UNTIL CONCRETE AT ELEVATED FLOOR LEVELS ADJACENT TO

TO WALLS HAVE BEEN COMPLETELY POURED (IN AREA) AND HAVE

CURED FOR AT LEAST 7 DAYS.

6. RETAINING WALL DRAINAGE:

RETAINING WALL BACKFILL SHALL BE FULLY DRAINED OF WATER AND

OTHER FLUIDS BY MEANS OF SUB-DRAIN, WEEP HOLES, AND/OR OTHER

METHODS APPROVED BY THE GOVERNING CODE AUTHORITY.

7. GEOTECHNICAL ENGINEER:

IN ACCORDANCE WITH CBC TABLE 1806.2:

WHERE REQUIRED BY THE BUILDING OFFICIAL, A GEOTECHNICAL ENGINEER

SHALL BE RETAINED BY THE OWNER TO PROVIDE A GEOTECHINCAL REPORT

IN ACCORDANCE WITH CBC SECTION 1803.

EXCAVATIONS AND CERTIFY THAT THE OBSERVED SOIL CONDITIONS WILL

PROVIDE ADDEQUATE SUPPORT FOR THE PROPOSED FOUNDATIONS.

IN ACCORDANCE WITH ASTM D1557.

1. REINFORCING STEEL:

PROVIDE REINFORCING STEEL COMPLYING WITH THE APPROPRIATE

STANDARD AS FOLLOWS:

ALL REINFORCING UNLESS NOTED OTHERWISE .....ASTM A615 GRADE 60

WELDED REINFORCING .........................ASTM A706 GRADE 60

3. WELDED WIRE FABRIC:

PROVIDE WELDED WIRE FABRIC COMPLYING WITH THE APPROPRIATE

STANDARD AS FOLLOWS:

SMOOTH WELDED WIRE FABRIC .....................ASTM A185

DEFORMED WELDED WIRE FABRIC ...................ASTM A497

4. SHOP DRAWINGS:

PREPARE REINFORCING STEEL SHOP DRAWINGS COMPLYING WITH ACI 315.

SUBMIT REINFORCING STEEL SHOP DRAWINGS INDICATING REINFORCING

STEEL PLACEMENT, INCLUDING SPLICE LOCATIONS AND LENGTHS, TO

ARCHITECT (STRUCTURAL ENGINEER) FOR APPROVAL. PROMPTLY NOTIFY

ARCHITECT (STRUCTURAL ENGINEER) BEFORE DEVELOPING REINFORCING

STEEL SHOP DRAWINGS IF INSUFFICIENT CLEAR DISTANCE BETWEEN

REINFORCING STEEL OR OTHER CONGESTION IS ENCOUNTERED.

5. REINFORCING STEEL CONDITION DURING CONCRETE PLACEMENT:

REINFORCING STEEL SHALL BE FREE OF MUD, OIL AND OTHER MATERIALS

THAT MAY AFFECT CONCRETE BOND AT TIME OF CONCRETE PLACEMENT.

6. SPLICE LOCATION:

SPLICE REINFORCING STEEL WHERE INDICATED IN THE DRAWINGS.

IF SPLICE LOCATIONS CANNOT BE DETERMINED, VERIFY WITH

STRUCTURAL ENGINEER PRIOR TO DEVELOPING SHOP DRAWINGS.

7. SPLICE LENGTH - CONCRETE CONSTRUCTION:

LAP REINFORCING STEEL AT SPLICES TO LENGTHS INDICATED IN

STRUCTURAL DRAWINGS. LAP WIRE FABRIC 1.5 SPACES (12 INCHES

MINIMUM).

8. SPLICE LENGTH - MASONRY CONSTRUCTION:

LAP REINFORCING STEEL AT SPLICES A MINIMUM OF 72 BAR

DIAMETERS AND NOT LESS THAN 30 INCHES UNLESS NOTED OTHERWISE.

9. MINIMUM CLEAR DISTANCE BETWEEN PARALLEL REINFORCING:

MINIMUM CLEAR DISTANCE BETWEEN PARALLEL REINFORCING STEEL

SHALL BE THE GREATER OF 1 INCH OR 1 BAR DIAMETER. MINIMUM CLEAR

DISTANCE BETWEEN PARALLEL REINFORCING STEEL AT COLUMNS SHALL

BE THE GREATER OF 1-1/2 INCHES OR 1-1/2 BAR DIAMETERS. MINIMUM

CLEAR DISTANCE BETWEEN GROUPS OF BUNDLED BARS SHALL BE THE SAME

AS FOR SINGLE BARS EXCEPT BAR DIAMETER IS DERIVED FROM EQUIVALENT

TOTAL AREA OF BUNDLE.

10. MINIMUM CONCRETE COVER:

MAINTAIN THE FOLLOWING MINIMUM CLEAR DISTANCE BETWEEN

REINFORCING STEEL AND FACE OF CONCRETE, UNLESS NOTED

OTHERWISE:

SLABS ON GRADE ...............................CENTER OF SLAB

CONCRETE BELOW GRADE - FORMED ................2 INCHES

CONCRETE BELOW GRADE - UNFORMED ..............3 INCHES

12. CHAIRS AND SPACERS:

CHAIRS AND SPACERS FOR REINFORCING STEEL THAT REST ON

EXPOSED SURFACES SHALL BE PLASTIC OR PLASTIC COATED.

13. WALL AND COLUMN DOWELS:

PROVIDE DOWELS FOR WALLS AND COLUMNS TO MATCH SIZE AND

SPACING OF VERTICAL REINFORCING STEEL UNLESS NOTED

OTHERWISE.

14. WELDED REINFORCING:

15. REBAR BENDING:

BEND REINFORCING STEEL COLD UNLESS OTHERWISE APPROVED BY

STRUCTURAL ENGINEER. DO NOT FIELD BEND REINFORCING STEEL

IN CONCRETE UNLESS OTHERWISE SHOWN IN CONTRACT DOCUMENTS

OR APPROVED BY STRUCTURAL ENGINEER.

WALLS ABOVE GRADE - EXPOSED TO WEATHER........2 INCHES

WALLS ABOVE GRADE - NOT EXPOSED TO WEATHER....1 INCHES

COLUMNS - CLEAR TO FACE OF TIES...............1-1/2 INCHES

BEAMS - CLEAR TO FACE OF TIES.................1-1/2 INCHES

STRUCTURAL SLABS - TOP AND BOTTOM.............1 INCHES

2. REINFORCING (EXCLUDING TIES) IN CONCRETE MOMENT FRAMES, COUPLING

PROVIDE REINFORCING STEEL COMPLYING WITH ASTM A706 GRADE 60.

ASTM A615 GRADE 60 REINFORCING STEEL COMPLYING WITH ACI 318

BEAMS, AND SHEARWALL BOUNDARY ELEMENTS:

SECTION 20.2.2.5 SHALL ALSO BE PERMITTED.

WELD REINFORCING STEEL PER REQUIREMENTS OF AWS D1.4 AND

APPLICABLE BUILDING CODE. SUBMIT PROPOSED WELDING

PROCEDURE TO STRUCTURAL ENGINEER AND TO GOVERNING CODE

AUTHORITY FOR APPROVAL PRIOR TO WELDING. WELDERS SHALL

BE CERTIFIED AS REQUIRED BY GOVERNING CODE AUTHORITY.

11. CONCRETE COVER AT REVEALS:

SPECIFIED CONCRETE COVER SHALL BE MAINTAINED TO ALL

REINFORCING STEEL AT REVEALS AND INSETS. SUBMIT

SHOP DRAWINGS SHOWING CONCRETE REVEALS AND INSETS TO

ARCHITECT (STRUCTURAL ENGINEER) FOR REVIEW.

1. APPLICABLE STANDARD:

PERFORM CONCRETE WORK COMPLYING WITH ACI 301 AND ACI 304.

2. AGGREGATE:

3. PORTLAND CEMENT:

5. MINIMUM COMPRESSIVE STRENGTH:

7. CONCRETE SHRINKAGE:

CONCRETE SHRINKAGE CHARACTERISTICS SHALL COMPLY WITH ASTM C157 AND

SHALL NOT EXCEED 0.05%.

8. CONCRETE SLUMP:

CONCRETE SLUMP SHALL NOT EXCEED 4 INCHES.

9. CHLORIDES:

CONCRETE OR GROUT SHALL NOT CONTAIN CHLORIDES.

10. CONCRETE CURING:

CURE CONCRETE IN ACCORDANCE WITH ACI 301 SECTION 5.3.6 FOR A MINIMUM

OF 7 DAYS FOLLOWING PLACEMENT.

11. EMBEDDED ITEMS:

SECURELY TIE ANCHOR BOLTS, REINFORCING STEEL, INSERTS, AND OTHER

EMBEDDED ITEMS IN PLACE PRIOR TO POURING CONCRETE.

12. CONDUITS, PIPES AND SLEEVES EMBEDDED IN CONCRETE:

DO NOT EMBED CONDUITS, PIPES, OR SLEEVES IN STRUCTURAL CONCRETE,

INCLUDING CONCRETE ON METAL DECK, EXCEPT WHERE SPECIFICALLY DETAILED

OR APPROVED BY STRUCTURAL ENGINEER.

13. CONSTRUCTION JOINTS:

15. EXPOSED CORNERS:

FORM EXPOSED CORNERS WITH 3/4 INCH CHAMFER UNLESS NOTED OTHERWISE.

14. CONCRETE ABUTTING EXISTING CONCRETE:

ROUGHEN EXISTING CONCRETE SURFACE TO 1/4 INCH AMPLITUDE WHERE NEW

CONCRETE ABUTS EXISTING CONCRETE.

AGGREGATE FOR NORMAL-WEIGHT CONCRETE SHALL BE NATURAL SAND AND ROCK

COMPLYING WITH ASTM C33. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL

BE LIGHTWEIGHT AGGREGATE COMPLYING WITH ASTM C330.

PROVIDE PORTLAND CEMENT COMPLYING WITH ASTM C150, TYPE II OR TYPE V.

PROVIDE TYPE V CEMENT AT CONCRETE IN CONTACT WITH EARTH.

PROVIDE CONCRETE WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH

(f'c) AT 28 DAYS UNLESS NOTED OTHERWISE:

LOCATION OF CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ARCHITECT

(STRUCTURAL ENGINEER) PRIOR TO PLACING REINFORCING STEEL. PROVIDE

KEYS IN CONSTRUCTION JOINTS UNLESS NOTED OTHERWISE. ROUGHEN CONCRETE

SURFACE TO 1/4 INCH AMPLITUDE. THOROUGHLY CLEAN, REMOVE LAITANCE, AND

THOROUGHLY WET AND REMOVE STANDING WATER PRIOR TO PLACING NEW CONCRETE.

4. FLY ASH:

CLASS F FLY ASH COMPLYING WITH ASTM C618 IS…