1717488Amend0006dwg_STRUCTURAL.pdf

EQUIPMENT

(NOTE A)

NOTE A:

COORDINATE SIZE AND LOCATION WITH

OTHER DISCIPLINES' DRAWINGS

18" LAP

2 1/2"

F.O. WALL

8"

#4 CONT. AT 8"o/c

HORIZONTAL

#4 AT 12"o/c -

CONCRETE

RETAINING WALL

3 - #4 CONT. TOP

AND BOTTOM

#4 CLOSED LOOP

TIES AT 12"o/c

F.O. CONCRETE

STD. 90° HOOK

VERTICAL

F.O. CONCRETE

3/4" CHAMFER -

EACH SIDE

TOP OF CONCRETE

WALL EL. - SEE

THE CIVIL DWGS.

FINISHED GRADE - SEE

THE CIVIL DWGS. (TYP.)

1'-4"8"

1' -0

1'

-0

M

IN

CONTROL JOINT (CJ)KEYED CONSTRUCTION JOINT (KCJ)

DISCONTINUOUS SLAB JOINT

PLAN AT DEPRESSION

CONTROL JOINT (CJ)

PLAN OF DIAMOND

DOWELS AT SLAB

JOINT INTERSECTION

PLAN OF DOWEL BASKETS AT

SLAB JOINTINTERSECTION

PLAN AT

DISCONTINUOUS SLAB JOINT

REENTRANT CORNER REINFORCEMENTSLAB REINFORCING

FLOOR SINK/DRAIN

DOWELED CONSTRUCTION JOINT (DCJ)

NOT TO SCALE NOT TO SCALE

6"

EACH SIDE OF JOINT

SLOPE AT 1:1

(TYPICAL)

6"

DISCONTINUE 1" CLEAR

W.W.R. - SEE PLAN;

PREVIOUS POUR

SLAB-ON-GRADE

CURING COMPOUND

BEFORE MAKING NEW

POUR

PREVIOUS POUR WITH

PAINT FACE OF

CL OF CONSTRUCTION

JOINT

NEW POUR

DEPRESSION -W.W.R.

SEE PLAN

SLAB-ON-GRADE

DEPTH OF

SAW-CUT WIDTH = 1/4"

SLAB-ON-GRADE

SLAB THICKNESS 'T'

ONE-QUARTER OF

SAW-CUT DEPTH =

CL OF SAW-CUT

JOINT

#4 x 32" LONG, MIDDLE OF

SLAB, CENTER

ON END OF

SLAB JOINT

OR CJ

KCJ

2 1/2" CLR.

THICKNESS 'T'

2 x 'T'

THICKNESS 'T'

THICKNESS 'T'

(TYP.)

DEPRESSION SEE THE ARCH. DWGS.

EXACT SIZE AND LOCATION OF

2 x 'T'

VAPOR RETARDER

(WHERE OCCURS) -

SEE PLAN

VAPOR RETARDER

(WHERE OCCURS) -

SEE PLAN

HARDBOARD OR FIBERBOARD STRIPS.

CONTROL JOINTS USING PREMOLDED PLASTIC,

CONTRACTOR HAS THE OPTION TO FORM

VAPOR RETARDER

(WHERE OCCURS) -

SEE PLAN

2" C

LE

A

R 8" THICK CONCRETE

MAT REINF. WITH

#4 AT 12"o/c, EACH

WAY

4" DEPTH OF #5 STONE SUBBASE8"

12" TURNED DOWN

(MINIMUM) - ADJUST

FOR GRADE

6" MINIMUM

8" (MINIMUM) - DEEPER AS

NEEDED FOR GRADE

APPROXIMATE GRADE

TOP OF CONCRETE MAT

CONT. 3/4" CHAMFER

6"

#4 AT12" ON-CENTER

WITH 135° HOOK

#4 CONT.

SLAB JOINT

ON END OF

SLAB, CENTERED

2" FROM TOP OF

#4 x 32" LONG, 2 1/2" CLR.

OR CJ

DCJ

PNA FLAT BAR DOWEL

BASKET 2 1/2" x 3/8" x 12"

CL CONTROL JOINT

SLAB-ON-GRADE

SAW CUT IS TO BE PERFORMED

AS SOON AS CUT CAN BE MADE

WITHOUT RAVELING CONCRETE.

AT 18"o/c - CENTERED

NOTE: ON JOINT

CL SLAB JOINT

TO CL DIAMOND

12" MAX. (TYP.)

DOWEL = 6" MIN.,

SLAB JOINT

(DJC OR CJ

TYP.)

DIAMOND

(TYP.)

DOWEL

E Q

E

Q

DOWELS NOT

SHOWN - SEE

OTHER

DETAILS

JOINT FILLER

SAW-CUT WIDTH = 1/8"

CL SLAB JOINT

TO END OF DOWEL

BASKET = 9" MAX.

CONTROL

JOINT

(TYP.)

DOWEL

BASKET

(TYP.)

(WHERE SPECIFIED)

VAPOR RETARDER

SLAB THICKNESS 'T'

ONE-QUARTER OF

SAW-CUT DEPTH =

AT LOCATIONS WHERE

NO SLAB JOINT OCCURS:

SLAB

1 1/2" CLR. FROM TOP OF

2 - #4 x 4'-0" LONG SET

3" HOOK

(TYP.)

TYPICAL

FLOOR SINK

OR SQUARE

DRAIN

#4 RE-ENTRANT CORNER

TIES - LOCATE 2" CLEAR

FROM TOP OF SLAB

2" CLEAR FROM CORNER

OF FLOOR OPENING (TYP.)

THIS DETAIL APPLICABLE

THROUGH SLAB AND NO

SLAB JOINT OCCURS

NOTE:

WHERE CMU/CONCRETE

CORNER PROTRUDES

CMU WALL OR

OR CONCRETE

PEDESTAL

SPECIFICATIONS

NEW POUR

E Q

E

Q

PNA 3/8" THICK 4 1/2" SQUARE

JOINT

PREVIOUS POUR

CL CONSTRUCTION

WITH THE MANUFACTURER

NOTE:

PRIOR TO NEW POUR.

COAT FACE OF PREVIOUS

DIAMOND DOWELS AT 18"o/c -

SECURE TO SLAB POUR

BULKHEAD IN ACCORDANCE

2"± DEEP x 1/8"± WIDE

JOINT FILLER - SEE

SPECIFICATIONS

SLAB-ON-GRADE

POUR WITH BOND BREAKER

REINF. - SEE PLAN;

DISCONTINUE 1" CLEAR

EACH SIDE OF JOINT (TYP.)

REINF. - SEE PLAN;

DISCONTINUE 1" CLEAR

EACH SIDE OF JOINT (TYP.)

C4

TYPICAL ADDED REINFORCEMENT SLAB-ON-GRADE DETAILS

NOT TO SCALEC1

TYPICAL 4" AND 6" W.W.R. REINFORCED SLAB-ON-GRADE DETAILS

NOT TO SCALE

C1

TYPICAL 7" REINFORCED SLAB-ON-GRADE DETAILS

NOT TO SCALE

A1

TYPICAL EXTERIOR EQUIPMENT PAD DETAIL

NOT TO SCALE

6"

MIN.

SLAB-ON-GRADE

MECH., ELEC. OR PLUMB. UNIT -

SEE THE MECH. DWGS.

CONC. SLAB - SEE THE MECH.,

1" CHAMFER

2" C

LR

4"

6"

#4 AT 12"o/c

EACH WAY

#4 DOWEL AT

1'-0"o/c MAX.

AROUND PERIMETER -

DRILL AND ANCHOR

WITH EPOXY

F.O. EQUIPMENT

ELEC. OR PLUMB. DWGS. FOR

LOCATIONS AND EXTENTS

A2

HOUSEKEEPING PAD DETAIL

NOT TO SCALE

TYPICAL

3"

E M

B

W.W.F.

3"

E M

B

A3

CURB DETAIL

NOT TO SCALE

TYPICAL SHOWER

4"

CONCRETE CURB - SEE

PLAN AND THE ARCHITECTURAL

DRAWINGS FOR LOCATIONS

AND PLAN DIMENSIONS

#3 AT 12" o/c - DRILL AND

ANCHOR WITH EPOXY

8"

6" 6"

SEE SHEET CG505 FOR LOCATION AND DIMENSIONAL

LAYOUT OF WALL AT SAND FILTER

A4

WALL DETAIL

NOT TO SCALE

TYPICAL SITE RETAINING

3" CLR.

2" CLR.

(TYP.) 0" CLR.0" CLR.

ENGINEERS + SURVEYORS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

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1 2 3 4 5

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

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EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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Approved by Sofia Schwartz, Asset Management Branch Director, PWD G-F, MCIEAST-MCB Camp Lejeune via email

12/18/2025

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SPEIGHT MARSHALL FRANCIS. .

STRUCTURAL ENGINEERS

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