36C24919R0186-0006011.pdf

COMPACTED EARTH

6" MIN GRAVEL DRAINAGE FILL

15-MIL VAPOR BARRIER

SAWN CJ

FORMED CJ

3" CLR

3" CLR

E Q

E Q

E Q

E Q

1/4"x1" DEEP SAW CUT

FILL w/ JOINT SEALANT

WHERE REQD

(TYP)

KEYED CJ AT ALL

COLD JOINTS

(TYP)

CONC SLAB REINF w/

#4 @ 18" O.C. EW

PLACE REINF ON CHAIRS

CONC SLAB REINF w/

#4 @ 18" O.C. EW

PLACE REINF ON CHAIRS

COMPACTED EARTH

6" MIN GRAVEL DRAINAGE FILL

15-MIL VAPOR BARRIER

NOTE:

CONTRACTOR MAY USE EITHER KEYED COLD JOINTS

OR SAWN JOINTS WHERE CJ IS NOTED ON PLAN

FIN FLR

SEE PLAN

CONCRETE PAD REINF

w/ #4 @ 12" O.C. EA WAY

AT CENTER OF PAD

DOWEL PAD

TO SLAB

w/ 4- #5 DOWELS

1 EA CORNER

10"

8"

CONC SLAB

SEE PLAN

NOTES:

1. VERIFY REQ'D PAD SIZE w/ MECH CONTRACTOR

2. SEE MECH PLAN FOR LOCATIONS

PROVIDE HEAVY DUTY

JT TRUSSES w/ 3/16"

LONGITUDINAL WIRES

AND #9 CROSS WIRES

@ 16" O.C. VERT. PROVIDE

"L" & "T" SECTIONS AT ALL

CORNERS & INTERSECTIONS

AND LAP 16" (MIN)

L A

P

M

I N

CMU & THICKENED SLAB

FIN FLR

SEE PLAN

3- #4 CONT w/

#4 TIES @ 24" O.C.

CONC SLAB

SEE PLAN

STD 90° HOOK

1'-6"

C L

R

S L A

B

T

H K

DWLS TO MATCH

VERT REINF

8" CMU WALL REINF w/

#5 @ 48" O.C. GROUT

ALL CELLS w/ 300 PSI

CONC

S E

E

A

R C

H

M I N

2'-0"

FIN FLR

SEE PLAN

CONC SLAB

SEE PLAN

NOTE:

SEE ARCH FOR TREADS,

RISERS & HANDRAILS

(NOT SHOWN FOR CLARITY)

3- #4 CONT w/

#4 TIES @ 24" O.C.

C

L R

" CHAMFER @ EXPOSED

CORNERS (TYP)

#4 NOSING BAR

(TYP)

#4 @ 12" O.C.

#4 @ 12" O.C. W/ STD 90° HOOK

SCALE :

TYPICAL SLAB CONST DETAIL (REBAR)

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

SECTION AT STAIR STRINGER

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

SECTION AT HYDROPOOL

3/4"=1'-0"

SCALE :

SECTION CMU WALL

3/4"=1'-0"

FIN FLR

SEE PLAN

4" CONCRETE PAD REINF

w/ #4 @ 18" O.C. EA WAY

AT CENTER OF PAD

DOWEL 4" PAD

TO SLAB

w/ 4- #5 DOWELS

1 EA CORNER

CONC SLAB

SEE PLAN

NOTES:

1. VERIFY REQ'D PAD SIZE w/ MECH CONTRACTOR

2. SEE MECH PLAN FOR LOCATIONS

SCALE :

TYPICAL HOUSEKEEPING PAD

3/4"=1'-0"

" 4

" 4

" 1

1'-0"

HSS COLUMN

SEE PLAN

GRID

GRID

1/4

NOTES:

1. ANCHOR BOLTS SHALL MEET THE REQUIREMENTS OF ASTM 1554.

2. ALL ANCHOR BOLTS SHALL BE FURNISHED WITH HEX NUTS AND CUT

WASHERS OF SPECIFICATIONS COMPATIBLE WITH THOSE OF THE

THREADED SHANKS UNLESS NOTED OTHERWISE.

3. FOR CONVENTIONAL COLUMNS (W & HSS SHAPES) A NUT SHALL BE

PLACED UNDER THE BASE PLATE AND USED FOR LEVELING.

4. HEADED BOLTS MAY BE SUBSTITUTED FOR BOLTS AS SHOWN.

*PROJ = BASE PLATE THICKNESS + NSG + DIA + 1"

*THRD = PROJ + 1"

NSG

COLUMN

SEE PLAN

T/CONC

D

I A

E M

B E

D

P

R O

J

T

H R

D

DIA

1'-3" 1 1/2"

EMBEDMENT NSG

3/4"

ANCHOR BOLT SCHEDULE

P

L

1" THK

SCALE :

BASE PLATE DETAIL - "B1"

1 1/2" = 1'-0"

SCALE :

ANCHOR BOLT SCHEDULE

1 1/2"=1'-0"

DKB LEB