Draw_S005.pdf

TYPICAL SLAB ON GRADE CONTRACTION

SLAB JOINT

CTJ-1

NOT TO SCALE

SLAB REINFORCMENT*

15 MIL VAPOR BARRIER

6" CAPILLARY

WATER BARRIER.

SEE SPEC 32 11 23.23

H

S-005

TYPICAL HANGAR FLOOR CONTRACTION

SLAB JOINT

CTJ-2

NOT TO SCALE

15 MIL VAPOR BARRIER

6" CAPILLARY

WATER

BARRIER. SEE

SPEC 32 11 23.23

H

S-005

*DO NOT EXTEND REINFORCEMENT THROUGH JOINT

H /4

(SAWED)

1/8 " TO 1/4" SEALED

1 1/4" MAX

SAME PLACEMENT

C L R

/2

TYP CONCRETE STEM WALL CONTROL JOINT

NOT TO SCALE

STOP ALTERNATE

HORIZONTAL REBAR

AT CONTROL JOINT

NOTE:

PROVIDE CONTROL JOINTS IN CONCRETE STEM WALLS AT 20'-0" MAX.

MAXIMUM LENGTH WALL POUR BETWEEN CONSTRUCTION JOINTS 100'-0"

3/4

/8

INITIAL SAWCUT

BACK UP ROD

OR POLYETHYLENE

STRIP

SEALANT .

T

3/8"

NOTES:

1. DEPTH OF INITIAL SAWCUT

a. 1/4" SLAB THICKNESS +/- 1/2" FOR SLABS LESS THAN 12 INCHES.

b. 3 INCHES FOR SLABS 12-18INCHES.

c. 1.6 SLAB THICKNESS FOR SLABS MORE THAN 18 INCHES.

d. DIAMETER OF BACKER MATERIAL = JOINT WIDTH + 1/8 INCH

2. DEPTH OF SEALANT AS REQ'D BY SEALANT MANUFACTURER

3. * TOP OF SEALANT TO BE 1/4" TO 1/16" BELOW TOP OF SLAB

BUTTED JOINT

BACK UP ROD

OR POLYETHYLENE

STRIP

SEALANT

SLAB SURFACE

SLAB SURFACE

*INITIAL SAWCUT 1/8"

CRACK

CONTRACTION JOINT CONSTRUCTION JOINT

D

D

.3/8"

CJ-1

TYPICAL SLAB ON GRADE CONSTRUCTION

SLAB JOINT

NOT TO SCALE

4" CAPILLARY

WATER

BARRIER. SEE

SPEC 32 11 23.23

15 MIL VAPOR BARRIER

H

SLAB REINFORCEMENT*

CJ-2

TYPICAL HANGAR FLOOR CONSTRUCTION

SLAB JOINT

NOT TO SCALE

4" CAPILLARY

WATER

BARRIER. SEE

SPEC 32 11 23.23

1 1/4" DIA X 15" DOWELS-

OIL ONE END

15 MIL VAPOR BARRIER

H

S-005

H /2

*DO NOT EXTEND REINFORCEMENT THROUGH JOINT

1 1/2" KEYED JOINT

H /3

H /3

H /3

C L R

/2

CONSTRUCTION JOINT

PROVIDE SEALANT AT HANGAR

BAY

TYPICAL CONSTRUCTION JOINT

NOT TO SCALE

SEE SECTIONS

FOR FOOTING

DETAILS

. LAP SPLICE

NOT TO SCALE

1. PROVIDE EP-1 FOR ALL INT EQPT AND FOR EXT EQPT ON CONC

PAVEMENT. SEE OTHER DISCIPLINE DRAWINGS FOR EQPT LOCATIONS.

2. EQPT ANCHOR BOLTS SHALL BE STANDARD TYPE II BOLTS,

UNLESS OTHERWISE RECOMMENDED BY EQPT MFR.

3. EQPT SHALL BE GROUTED IN PLACE W/ NON-SHRINK GROUT UNLESS

OTHERWISE RECOMMENDED BY EQPT MFR.

4. FOR EP-1 ONLY:

A. PROVIDE NUMBER OF DOWELS TO MATCH TOTAL CROSS-

SECTIONAL AREA OF ANCHOR BOLTS, EQUALLY SPACED AROUND

PAD, EXCEPT THAT SPACING OF DOWELS SHALL NOT EXCEED 12".

B. IF FLOOR SLAB OR PAVEMENT IS EXISTING OR CONSTRUCTED

BEFORE DOWELS ARE PLACED, DOWELS SHALL BE EPOXY

GROUTED INTO FLOOR SLAB OR PAVEMENT W/ 4 1/2" EMBED.

C. HEIGHT OF PAD ABOVE SURROUNDING FLOOR SLAB OR PAVEMENT

SHALL BE 4" MIN FOR PADS W/ 1" DIA OR SMALLER ANCHOR BOLTS,

OR 6" MIN FOR PADS W/ ANCHOR BOLTS LARGER THAN 1" DIA.

0' - 5"2" MIN TO EDGE

OF EQPT BASE

BUSH-HAMMER ROUGH

UNDER AREA OF PAD AND

APPLY BONDING

COMPOUND

#4 @ 12" EW TOP

#4 DOWELS, SEE

NOTES 4A & 4B

N O

T E

C

BASE PLATE, ANCHOR BOLTS,

AND GROUT PER EQPT SUPPLIER

NOTES:

INTERIOR EQUIPMENT PAD (EP-1)

SECOND STAGE

CONCRETE PLACEMENT

CONSTRUCTION OR

CONTRACTION JOINT

SEALED ISOLATION

JOINT DISCONTINUE

REINFORCEMENT (TYP)

SECOND STAGE

CONCRETE PLACEMENT

CONSTRUCTION OR

CONTRACTION JOINT

SEALED ISOLATION

JOINT DISCTONTINUE

REINFORCEMENT (TYP)

4" M

IN

INTERIOR

EXTERIOR

A

A

A

A

AT CONTRACTOR'S

OPTION, REPLACE

DIAMOND ISOLATION

JOINT WITH CIRCLE

0 "

4" M

IN

AT CONTRACTOR'S

OPTION, REPLACE

DIAMOND ISOLATION

JOINT WITH CIRCLE

0 "

NOTE:

USE CIRCULAR OPTION WHERE

NO FLOOR JOINTS INTERSECT.

NOTE:

FOR EXTERIOR ISOLATION JOINTS AT BRACED BAYS,

SECOND STAGE CONCRETE PLACEMENT SHALL

ENCASE ALL GUSSET PLATES AND BRACING MEMBERS.

COLUMN ISOLATION JOINTS

NOT TO SCALE

CONSTRUCTION OR

CONTRACTION JOINT

SEALED ISOLATION

JOINT DISCONTINUE

REINFORCEMENT (TYP)

SECOND STAGE

CONCRETE PLACEMENT

INSIDE CORNER

A

A

AT CONTRACTOR'S

OPTION, REPLACE

DIAMOND ISOLATION

JOINT WITH CIRCLE

0 "

4" M

IN

CONSTRUCTION OR

CONTRACTION JOINT

SEALED ISOLATION

JOINT DISCONTINUE

REINFORCEMENT (TYP)

SECOND STAGE

CONCRETE PLACEMENT

OUTSIDE CORNER

A

A

AT CONTRACTOR'S

OPTION, REPLACE

DIAMOND ISOLATION

JOINT WITH CIRCLE

0 "

4" M

IN

- 0

1' - 0"

FINISHED GRADE OR

PAVEMENT W/ EXP JT

SEE CIVIL DWGS

EQUIP ANCHORAGE

PER MFR

#4 @ 12"

EW T&B

(3) #4 EF

#4 @ 12"

PER EQPT MFR

NOTE: TYP 4 SIDES. COORD SIZE

WITH MANUFACTURER.

6" CAPILLARY

WATER BARRIER

NOT TO SCALE

EXTERIOR EQUIPMENT PAD (EP-2)

S c a le

F o r

M ic ro fi lm in g

In c h e s

M ill im e te rs date detailed checkeddesigned project contract rev.drawing file

no. date descriptionby ckd

J

H

G

F

E

D

C

B

A

C O

P Y

R

IG

H T

B

U R

N S

M

C D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

W9133L-15-D-0003-9M03

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

WYTD079031

K

Construct ACA Shelters

1 1098765432

/2 /2

:1

:3

P M

102134_S_CENTRAL

S-005

STANDARD CONCRETE DETAILS

19 MAR 2018

K. SMITH J. SCHMIDT

J. DELGADO

DETAIL

S-005

1 11/28/18 JMD KAS AMENDMENT 0004