x jdf - redteam software...5 5fd20 20 2-06 2-02 4-00 5 5fd21 3 2-06 3-003 2-06 2-02 2-02 5 5fd60 20...

STAIR #8

UP

A

B

CF

E

GARAGE

KEY PLAN

Contractor:

Project:

Locatio

n:

Descriptio

n:

Project

No.:

Sheet

SHEARWALLS

COLUMNSAND

MASONRYFOOTINGS

USED ARE ACCEPTALE AS SHOWN

PLEASE VERIFY LAP SCHEDULES

ENGR:

CO

RA

L

SP

RIN

GS,

FL 33076

(P

H) 9

54-7

55-9121

112

30

WIL

ES

RO

AD

WE

ST

PA

LM

BE

AC

H,

FL 33407

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY

WP

B,

LL

C

(P

H) 5

61-4

08-2655

43

89

WE

ST

RO

AD

S

DR.

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY, IN

C.

Dra

wn

By:

Checked:

Date:

Divisio

n:

Grade:

Date

No.

RE

VISIO

NS

Re

marks

T.O.FND

ELEV.VARIES

TYPICAL COLUMN DETAIL

3"

CL

R.

COLUMN DOWEL SCHEDULE

MARK LOCATION ELEVATION DWLS

1 FTNGS -1'-6"

-3'-6"1

-1'-6"2 A PAD

-0'-3"14

-1'-6"A PAD41

NOT SHOWN FOR CLARITY

FOOTING REINFORCEMENT

SE

E

SC

HE

DU

LE

-0'-3"14

4

13

-6'-0"V PAD

-0'-3"

BLDG "D" DOWEL PLAN LAYOUT

FTNGS

-6'-0"A PAD2

A PAD2 -7'-6"

24" SLAB

24" SLAB

FTNGS

15

15

15

-0'-3"24" SLAB

FTNGS -0'-3"

FTNGS -3'-6"

21 B PAD -1'-6"

-1'-6"G PAD21

-6'-0"G PAD21

-6'-0"V PAD23

MARK LOCATION ELEVATION DWLS

5 -1'-6"

COLUMN DOWEL SCHEDULE(MASONRY)

5 -3'-6"

5 -3'-6"

5 -0'-3"

H PAD

H PAD

I PAD

24" SLAB

23'-6"

ZONE 5 ZONE 5ZONE 4

23'-

6"

23'-6"

23'-

6"

ZO

NE

5

ZO

NE

5

ZO

NE

4

T.O.FND

ELEV.VARIES

SE

E

SC

HE

DU

LE

NOT SHOWN FOR CLARITY


3"

CL

R

TYPICAL CMU DETAIL

#6@16" IN ZONE 5

#6@24" IN ZONE 4

SPACING AS FOLLOWS:

PEDESTAL

PEDESTAL

PEDESTAL

FOR FOOTING PAD "R" REINFORCEMENT

SEE DRAWING FD-1B

FOR FOOTING PAD "S" REINFORCEMENT

SEE DRAWING FD-1C & FD-1D

2

B

GA

3

D

J HA G

O

B F

K

C E

B

C

D

17

B

C D

20

HD

E

FC

BK

25

C

B

D

E

GA

T1

SIZE LAP

36 BAR

DIA LAP

#3 14"

18"#4

23"#5

27"#6

32"#7

36"#8

41"#9

46"

51"

#10

#11

LAP

4000 PSI

42"

50"

73"

83"

94"

CLASS B LAP

34"

SIZE

#5

#6

#7

#8

#9

#4

LAP

30"

36"

42"

48"

54"

24"

SIZE

#5

#6

#7

#8

#9

#4

48 BAR DIA

LAP

21

21

21

2

241

2

4

23

221

1

1

1

1

1

1

1111

5 5

5

5

5

5 5 5 5

55

5 5

5 5

5

1 1 1 11 1 1 1

15

13

13

14

14

15

15

15

5

5

1

1

1

1

1

1

BAR BND BENDING DIMENSIONS

SIZE EP MARK V TYP CD A B C D E F/R G H J K O

8 8FD62 2 1-04 6-01

8 8FD64 2 1-04 7-07

8 8FD65 2 1-04 3-01

8 8FD66 2 1-04 2-09

7 7FD50 2 1-02 7-10

7 7FD58 2 1-02 5-06

7 7FD88 2 1-02 9-00

6 6FD9 2 1-00 6-00 1-00

6 6FD10 2 1-00 3-06 1-00

6 6FD48 2 1-00 5-03

6 6FD49 2 1-00 5-07

6 6FD53 2 1-00 4-01

6 6FD54 2 1-00 6-00

6 6FD55 2 1-00 7-04

6 6FD56 2 1-00 7-03

6 6FD57 2 1-00 5-09

6 6FD59 2 1-00 4-06

6 6FD61 2 1-00 4-09

5 5FD1 3 2-06 3-073 2-06 2-07 2-07

5 5FD2 20 2-06 2-07 4-00

5 5FD3 3 5-09 0-10 0-07 0-07

5 5FD4 20 2-06 2-07 2-06

5 5FD5 3 4-07 0-10 0-07 0-07

5 5FD6 20 2-06 2-10 4-00

5 5FD7 3 2-06 4-00 2-06 2-10 2-10

5 5FD8 3 4-06 0-10 0-07 0-07

5 5FD12 20 2-06 2-11 4-00

5 5FD13 3 2-06 4-012 2-06 2-11 2-11

5 5FD14 20 2-06 3-02 2-06

5 5FD15 17 2-06 2-06

5 5FD16 3 2-06 2-06 1-091 1-091

5 5FD17 20 2-06 4-03 2-06

5 5FD18 20 2-06 1-04 2-06

5 5FD19 20 2-06 6-06 2-06

5 5FD20 20 2-06 2-02 4-00

5 5FD21 3 2-06 3-003 2-06 2-02 2-02

5 5FD60 20 2-06 3-10 2-06

5 5FD67 3 2-06 3-032 2-06 2-04 2-04

5 5FD68 20 2-06 2-04 4-00

5 5FD69 20 2-06 3-04 2-06

5 5FD70 20 2-06 1-042 2-06

5 5FD71 20 2-06 2-00 4-00

5 5FD72 3 2-06 2-10 2-06 2-00 2-00

5 5FD73 20 2-06 3-06 2-06

5 5FD76 3 2-06 4-082 2-06 3-04 3-04

5 5FD77 20 2-06 3-04 4-00

5 5FD78 3 5-10 0-10 0-07 0-07

5 5FD79 20 2-06 3-04 5-10

5 5FD80 3 1-06 4-082 2-06 3-04 3-04

5 5FD81 20 2-06 3-06 5-10

5 5FD82 3 2-02 4-112 2-07 3-06 3-06

5 5FD83 3 5-06 0-10 0-07 0-07

5 5FD84 3 2-00 4-00 2-06 2-10 2-10

5 5FD85 20 2-06 2-10 2-06

5 5FD86 3 3-09 0-10 0-07 0-07

5 5FD87 17 2-10 3-00 2-10

5 5FD91 20 2-06 0-08 2-06

4 4FD11 25 1-06 0-113 1-06 0-113 1-06 0-112 0-053

4 4FD22 25 1-06 0-082 1-06 0-082 1-06 0-081 0-041

4 4FD74 2 0-08 19-11 0-08

4 4FD89 25 1-06 1-033 1-06 1-033 1-06 1-031 0-073

3 3FD63 T1 0-04 1-06 1-06 1-06 1-06 0-04

3 3FD75 T1 0-04 0-032 1-06 0-032 1-06 0-04

D

2587

Landsouth

500 O

cean

Boyto

n B

each,Florida

Jesus N

unez

Jesus N

unez

8/2

5/2

015

WP

B R

ebar

AS

TM A

615/6

0 U.N.O.

18/2

5/1

5F

OR A

PP

RO

VA

L

10x4#6 6FD48

6#6 6FD54

14x4#6 6FD48

8#7 7FD50

8#7 7FD50

2x8#7 7FD50

10#6 6FD49

2x5#6 6FD54

6#6 6FD55

2x6#6 6FD54

6#6 6FD56

6#6 6FD48

2x6#6 6FD57

6#6 6FD57

6#6 6FD57

10#7 7FD58

10#6 6FD57

4x4#6 6FD53

6x4#6 6FD53

6x4#6 6FD59

2x4#6 6FD59

DWLS 450#6 6FD61

Bld

g D - Clm

n & C

MU D

owels

APPROVAL

12#8 8FD62 DWLS

TIES 5#3 3FD63 @12"

2x12#8 8FD64 DWLS

TIES 2x7#3 3FD63 @12"

12#8 8FD65 DWLS

TIES 2#3 3FD63 @12"

12#8 8FD66 DWLS

TIES 2#3 3FD63 @12"

FD-1A2 of 8

T 44#7 7FD88 @12"

T 44#7 7FD88 @12"

B 44#7 24-06 @12"

B

26

#7

20-

00

@1

2"

B

26

#7

30-

00

@1

2"

T 10#5 7-00 @12"

T 10#5 40-00 @12"

T 10#5 7-00 @12"

STANDEE 2x11#4 4FD89 @48" MAX.

T

10

#5

40-

00

@1

2"

ST

AN

DE

E

2x

11

#4

4F

D8

9

@4

8"

MA

X.

JDF08/26/15

X

DIV 3 - Cast-in-Place Concrete - Reinforcement - BLDG D shop drawings - #03300 - par. 1.3

STAIR #8

UP

A

B

CF

E

GARAGE

KEY PLAN

T.O.FTG

EL.-1'-6"

T.O.FTG

EL.-5'-0"

1'-

9"

1'-

9"

T.O.FTG

EL.-1'-6"

T.O.FTG

EL.-3'-6"

2'-

0"

STEP 1 DETAIL

Contractor:

Project:

Locatio

n:

Descriptio

n:

Project

No.:

Sheet

SHEARWALLS

COLUMNSAND

MASONRYFOOTINGS



ENGR:

CO

RA

L

SP

RIN

GS,

FL 33076

(P

H) 9

54-7

55-9121

112

30

WIL

ES

RO

AD

WE

ST

PA

LM

BE

AC

H,

FL 33407

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY

WP

B,

LL

C

(P

H) 5

61-4

08-2655

43

89

WE

ST

RO

AD

S

DR.

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY, IN

C.

Dra

wn

By:

Checked:

Date:

Divisio

n:

Grade:

Date

No.

RE

VISIO

NS

Re

marks

STEP 2 DETAIL

T.O.FTG

EL.-2'-3"

T.O.FTG

EL.-3'-6"

1'-

3"

STEP 3 DETAIL

R

BLDG "D" FTNG & PAD PLAN LAYOUT

WF-

42

WF-

42

ST

EP

2

DE

TAI

L

WF-

42

WF-42 WF-42

WF-

42

WF-

42

WF-

42

WF-

42

WF-4

2

WF-42WF-42

WF-42WF-42

WF-42

DE

TAI

L

ST

EP

1

ST

EP

3

DE

TAI

L

WF-42

WF-

42

WF-42 WF-42

WF-42WF-42

WF-42WF-42WF-42

WF-

42

WF-

42

WF-42A

WF-

16

WF-16

WF-16 WF-16

WF-16

WF-

16

WF-16WF-16

S

WF-

42

WF-42

WF-42

T.O.FTG

EL.-3'-6"

T.O.FTG

EL.-5'-0"

2'-

6"

STEP 4 DETAIL

DETAIL

STEP 4

WF-16

WF-16

WF-

16

DETAIL

STEP 5

WF-

42

T.O.FTG

EL.-3'-6"

T.O.FTG

EL.-5'-0"

1'-

6"

STEP 5 DETAIL

WF-

42

WF-

42

AW

F-

42

A

SB-1

SB-1

SB-1

WF-

16

WF-16

T.O.FTG

EL.-1'-6"

STEP 6 DETAIL

T.O.FTG

EL.-7'-6"

2'-

6"

2'-

6"

2'-

0"

T.O.FTG

EL.-3'-6"

T.O.FTG

EL.-7'-6"

2'-

0"

2'-

0"

STEP 7 DETAIL

ST

EP

6

DE

TAI

L

ST

EP

7

DE

TAI

L

WF-42

WF-42

WF-

42

WF-

42

WF-

42

A

WF-

42

AW

F-

42

A

WF-

16

FOR FOOTING PAD "R" REINFORCEMENT

SEE DRAWING FD-1B

FOR FOOTING PAD "S" REINFORCEMENT

SEE DRAWING FD-1C & FD-1D

BEND SCHEDULE & BEND TYPES.

SEE DRAWING FD-1A FOR

NOTES:

SIZE LAP

36 BAR

DIA LAP

#3 14"

18"#4

23"#5

27"#6

32"#7

36"#8

41"#9

46"

51"

#10

#11

LAP

4000 PSI

42"

50"

73"

83"

94"

CLASS B LAP

34"

SIZE

#5

#6

#7

#8

#9

#4

LAP

30"

36"

42"

48"

54"

24"

SIZE

#5

#6

#7

#8

#9

#4

48 BAR DIA

LAP

D

5#5 5FD1

5#5 5FD2

5#5 5FD3

5#5 5FD4

5#5 5FD1

5#5 5-00

5#5 5FD5

5#5 5FD8

FD-1

2587

Landsouth

500 O

cean

Boyto

n B

each,Florida

Bld

g D - F

oundation & D

owels

Jesus N

unez

Jesus N

unez

8/2

5/2

015

WP

B R

ebar

AS

TM A

615/6

0 U.N.O.

18/2

5/1

5F

OR A

PP

RO

VA

L

A

A

A A

A

A

AA

AA

A

AA

AA

A

AA

A

A

A

A

A

A

A

A

A

A

A

AA

A

A

A

A

A A

AA

AA

A A

A

A

AA

A

A

A

A

AAAA

A

A

A A

A

AA

A

LABEL RQ PL QTY SIZE LENGTH BARMARK PLACING NOTES

PLAN LOCATION: CONC PADS

63 Cross Ref.: A

2x 7 6 5-00 BOTT EA.WAY

B

B

2 Cross Ref.: B


5'-6"x5'-6"x24"

5'-0"x5'-0"x20"

G G G

3 Cross Ref.: G

LW 6 7 6-00 B@10"

SW 9 7 3-06 B@10"

4'-0"x6'-6"x20"

H

H H H H

H

10 Cross Ref.: H


4'-0"x4'-0"x16"

I I I

3 Cross Ref.: I

LW 2x 7 6 6FD9 T&B@8"

SW 2x 10 6 6FD10 T&B@8"

STANDEES 4 4 4FD11 @48" MAX.

4'-0"x6'-6"x20"

U

U

2 Cross Ref.: U


6'-0"x6'-0"x24"

V

V

2 Cross Ref.: V

LW 6 6 6-00 B@10"

SW 9 6 3-06 B@10"

4'-0"x6'-6"x20"

5#5 5FD12

5#5 5FD13

Each run consisting of:

5 Runs , Lap 1-11

1#5 40-00

1#5 16-05

SW 58#5 3-00 B@10"

CB 2x5#5 5FD14 EE

HH

H

HLW 5#5 16-00 BOTT

SW 12#5 3-00 B@10"

LW 5#5 8-08 BOTT

SW 3#5 3-00 B@10"

CB 2x5#5 5FD15 EE

LW 5#5 10-08 BOTT

SW 8#5 3-00 B@10"

LW 5#5 14-08 BOTT

SW 15#5 3-00 B@10"

CB 2x5#5 5FD16 EE

LW 5#5 12-06 BOTT

SW 10#5 3-00 B@10"

LW 5#5 9-09 BOTT

SW 5#5 3-00 B@10"

CB 2x5#5 5FD15 EE

LW 5#5 15-07 BOTT

SW 12#5 3-00 B@10"

Z-BAR 5#5 5FD17 BOTT

LW 5#5 15-05 BOTT

SW 12#5 3-00 B@10"

LW 5#5 13-09 BOTT

SW 10#5 3-00 B@10"

Z-BAR 2x5#5 5FD18 EE

LW 5#5 28-01 BOTT

SW 25#5 3-00 B@10"

LW 5#5 21-11 BOTT

SW 16#5 3-00 B@10"

LW 5#5 6-06 BOTT

SW 6#5 3-00 B@10"

LW 5#5 20-04 BOTT

SW 10#5 3-00 B@10"

Z-BAR 5#5 5FD18

LW 5#5 16-02 BOTT

SW 11#5 3-00 B@10"

LW 5#5 18-07 BOTT

SW 20#5 3-00 B@10"

CB 5#5 5FD15

LW 5#5 15-05 BOTT

SW 12#5 3-00 B@10"

LW 5#5 15-00 BOTT

SW 11#5 3-00 B@10"CB 5#5 5FD19 EE

SW 4#5 3-00 B@10"

CB 5#5 5FD17

SW 2#5 3-00 B@10"

LW 5#5 27-04 BOTT

SW 22#5 3-00 B@10"

CB 5#5 5FD17

SW 2#5 3-00 B@10"

LW 5#5 15-06 BOTT

SW 12#5 3-00 B@10"

LW 5#5 17-03 BOTT

SW 14#5 3-00 B@10"

CB 2x5#5 5FD15 EE

5#5 5FD8

5#5 5FD20

5#5 5FD21

LW 2x5#5 13-04 T&B

SW 2x17#5 3-00 T&B@10"

STANDEE 8#4 4FD22 @48" MAX.

LW 2x5#5 12-00 T&B

SW 2x16#5 3-00 T&B@10"


LW 2#5 10-03 BOTT

CB 2#5 5FD15

LW 2#5 13-03 BOTT

CB 2#5 5FD15

LW 2#5 4-08 BOTT

LW 2#5 12-02 BOTT

LW 2#5 8-00 BOTT

CB 2#5 5FD15


5 Runs , Lap 1-11

1#5 40-00

1#5 16-05

CB 2x5#5 5FD14 EE

SW 58#5 3-00 B@10"

LW 5#5 5-00 BOTT

SW 3#5 3-00 B@10"

CB 5#5 5FD14 BOTT

LW

2#

5

10-

11

BO

TT

CB

2#

5

5F

D1

5

LW 2#5 12-02 BOTT

LW 2#5 13-10 BOTT

2#5 5FD60

LW

5#

5

11-

06

BO

TT

SW

3#

5

3-

00

B@

10"

CB

5#

5

5F

D1

5

LW

5#

5

15-

06

BO

TT

SW

12

#5

3-

00

B@

10"

LW

2#

5

15-

04

BO

TT

LW

2#

5

15-

04

BO

TT

APPROVAL1 of 8

LW 5#5 13-10 BOTT

SW 7#5 3-00 B@10"

LW 5#5 18-09 BOTT

SW 9#5 3-00 B@10"

LW 5#5 13-10 BOTT

SW 13#5 3-00 B@10"

5#5 5FD67

5#5 5FD68

5#5 5FD8

LW 5#5 10-03 BOTT

SW 9#5 3-00 B@10"

LW 5#5 4-06 BOTT

LW 5#5 5FD69 BOTT

SW 3#5 3-00 B@10"

LW 2#5 9-07 BOTT

LW 5#5 17-07 BOTT

SW 18#5 3-00 B@10"

LW 5#5 5FD70 BOTT

LW 2#5 9-07 BOTT

CB 2x2#5 5FD15 EE

CB 2x2#5 5FD15

2#5 5FD71

2#5 5FD722#5 5FD8

LW 2#5 9-01 BOTT

LW 2#5 4-03 BOTT

LW 5#5 15-05 BOTT

SW 12#5 3-00 B@10"

LW 5#5 5FD73 BOTT

LW 2x5#5 27-07 T&B

SW 2x26#5 3-00 T&B@10"


LW 4x5#5 5FD73 EE

2x5#4 4FD74 T&B

2x5#4 4FD74 T&B

TIES 21#3 3FD75 @5"(4'-0"),B@12"

TIES 21#3 3FD75 @5"(4'-0"),B@12"

2x5#4 4FD74 T&B

TIES 21#3 3FD75 @5"(4'-0"),B@12"

LW 2#5 8-06 BOTT

LW 2#5 12-04 BOTT

CB 2x2#5 5FD15 EE

LW 2#5 7-02 BOTT

LW 5#5 22-00 BOTT

SW 14#5 3-00 B@10"

5#5 5-00

5#5 5FD76

5#5 5FD77

5#5 5FD78

5#5 5FD79

5#5 5FD80

5#5 5FD785#5 5-00

5#5 5FD81

5#5 5FD82

5#5 5FD7

5#5 4-08

5#5 5FD6

5#5 5FD83

5#5 5FD84

5#5 5FD85

5#5 5FD86

LW 5#5 7-04 BOTT

SW 7#5 3-00 B@10"

CB 5#5 5FD15

LW 5#5 34-02 BOTT

SW 18#5 3-00 B@10"

CB 5#5 5FD15

LW 5#5 17-03 BOTT

SW 9#5 3-00 B@10"

CB 5#5 5FD15


2 x 5 Runs , Lap 1-11

1#5 40-00

1#5 5-03



2 x 5 Runs , Lap 1-11

1#5 40-00

1#5 5-03


U-BARS 2x34#5 5FD87 @16"

U-BARS 2x34#5 5FD87 @16"

LW 2#5 12-04 BOTT

CB 2x2#5 5FD15 EE

LW 2#5 8-06 BOTT

LW 2x5#5 15-00 T&B

SW 2x11#5 3-00 T&B@10"

LW 5#5 5FD91 BOTT


Contractor:

Project:

Locatio

n:

Descriptio

n:

Project

No.:

Sheet

CO

RA

L

SP

RIN

GS,

FL 33076

(P

H) 9

54-7

55-9121

112

30

WIL

ES

RO

AD

WE

ST

PA

LM

BE

AC

H,

FL 33407

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY

WP

B,

LL

C

(P

H) 5

61-4

08-2655

43

89

WE

ST

RO

AD

S

DR.

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY, IN

C.

SHEARWALLS

COLUMNSAND

MASONRYFOOTINGS



ENGR:

Dra

wn

By:

Checked:

Date:

Divisio

n:

Grade:

Date

No.

RE

VISIO

NS

Re

marks

FOOTING PAD "R"

(42" DEPTH)

TOP & BOTTOM REINFORCEMENT

SW-D2

T.O.FND

ELEV.-1'-6"

3'-

6"

FO

OTI

NG

PA

D

R

SE

E

SC

HE

DU

LE

CL

R.

3"

TYPICAL SHEARWALL DETAIL

-1'-6"

2

B

GA

HD

E

FC

BK

25

NOTES:

SEE DWG FD-1F FOR SHEARWALL SW-D2.

SIZE LAP

36 BAR

DIA LAP

#3 14"

18"#4

23"#5

27"#6

32"#7

36"#8

41"#9

46"

51"

#10

#11

LAP

4000 PSI

42"

50"

73"

83"

94"

CLASS B LAP

34"

SIZE

#5

#6

#7

#8

#9

#4

LAP

30"

36"

42"

48"

54"

24"

SIZE

#5

#6

#7

#8

#9

#4

48 BAR DIA

LAP



9 9FD23 2 1-07 36-04 1-07

9 9FD24 2 1-07 17-10 1-07

5 5FD25 25 1-06 2-09 1-06 2-09 1-06 2-08 1-04

2587

FD-1B

Landsouth

500 O

cean

Boyto

n B

each,Florida

Jesus N

unez

Jesus N

unez

8/2

5/2

015

WP

B R

ebar

AS

TM A

615/6

0 U.N.O.

18/2

5/1

5F

OR A

PP

RO

VA

L

LW 2x25#9 9FD23 T&B@9"

SW

2x42#9

9F

D24

T&

B@

11"


APPROVAL

Bldc D - F

ooting P

ad "

R"

Reinforc

em

ent

3 of 8

Contractor:

Project:

Locatio

n:

Descriptio

n:

Project

No.:

Sheet

CO

RA

L

SP

RIN

GS,

FL 33076

(P

H) 9

54-7

55-9121

112

30

WIL

ES

RO

AD

WE

ST

PA

LM

BE

AC

H,

FL 33407

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY

WP

B,

LL

C

(P

H) 5

61-4

08-2655

43

89

WE

ST

RO

AD

S

DR.

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY, IN

C.

SHEARWALLS

COLUMNSAND

MASONRYFOOTINGS



ENGR:

Dra

wn

By:

Checked:

Date:

Divisio

n:

Grade:

Date

No.

RE

VISIO

NS

Re

marks

SUMP PIT SUMP PIT

FOOTING PAD "S"

BOTTOM REINFORCEMENT

(54" DEPTH)

FOOTING PAD "S"

TOP REINFORCEMENT

(54" DEPTH)

SUMP PIT

A

A SECTION

T.O.FND

ELEV.-5'-0"

4'-

6"

FO

OTI

NG

PA

D

S

2"

CL

R.

3"

CLR.

3"

CL

R.

#9@7" SHORT WAY(SW)

#9@7" LONG WAY(LW)

#9@7" SHORT WAY(SW)

#9@7" LONG WAY(LW)

T.O.FF

ELEV.0'-0"

4'-

2"

4'-

2"

-5'-0" -5'-0"

2

B

GA

B

C

D

17

HD

E

FC

BK

25

B

C

D

A GS4

SIZE LAP

36 BAR

DIA LAP

#3 14"

18"#4

23"#5

27"#6

32"#7

36"#8

41"#9

46"

51"

#10

#11

LAP

4000 PSI

42"

50"

73"

83"

94"

CLASS B LAP

34"

SIZE

#5

#6

#7

#8

#9

#4

LAP

30"

36"

42"

48"

54"

24"

SIZE

#5

#6

#7

#8

#9

#4

48 BAR DIA

LAP



9 9FD26 2 1-07 38-05

9 9FD27 2 1-07 10-06

9 9FD28 2 1-07 15-06 1-07

9 9FD29 2 1-07 9-00

9 9FD31 2 1-07 24-092 1-07

9 9FD32 2 1-07 17-021 1-07

9 9FD33 2 1-07 7-09 1-07

9 9FD34 2 1-07 5-08 1-07

6 6FD30 25 1-06 3-092 1-06 3-092 1-06 3-08 1-101

6 6FD35 S4 1-06 1-06 2-02 1-06 1-06

6 6FD36 S4 1-06 1-07 2-02 1-07 1-06

6 6FD37 17 2-00 2-00 2-00

5 5FD38 17 3-06 3-06

5 5FD40 2 0-10 9-01

2587

FD-1C

Landsouth

500 O

cean

Boyto

n B

each,Florida

Bldc D - F

ooting P

ad "S"

Top & B

ott R

einf.

Jesus N

unez

Jesus N

unez

8/2

5/2

015

WP

B R

ebar

AS

TM A

615/6

0 U.N.O.

18/2

5/1

5F

OR A

PP

RO

VA

L

LW 28#9 9FD26 B@7" LW 28#9 9FD27 B@7"

SW 49#9 9FD28 B@7"

SW

15#9

9F

D28

B@

7"

LW

28#9

9F

D26

B@

7"

LW

28#9

9F

D29

B@

7"

SW

37#9

9F

D28

B@

7"


SW

15#9

9F

D28

T@

7"

LW 28#9 9FD26 T@7"

SW

37#9

9F

D28

T@

7"

LW 28#9 9FD27 T@7"

LW

11#9

9F

D29

T@

7"

LW

11#9

9F

D26

T@

7"

LW

15#9

9F

D29

T@

7"

LW

15#9

9F

D26

T@

7"

LW

2#9

9F

D31

T@

7"

LW

2#9 9

FD

32

T@

7"

SW 16#9 9FD28 T@7"

SW 31#9 9FD28 T@7"

SW 2#9 9FD33 T@7" SW 2#9 9FD34 T@7"

5#6 6FD35 @6"

5#6 6FD36 @6"

2x5#6 6-00 @6" EA.WAY

2x3#6 6FD37 @6"

LW 4x6#5 9-05 @12" EF

SW 4x6#5 7-11 @12" EF

CB 8x6#5 5FD38 @12" EE

DWLS 27#6 8-04 @16"

DWLS 64#5 5FD40 @12" 1/2 EF

APPROVAL4 of 8

SUMP PIT

Contractor:

Project:

Locatio

n:

Descriptio

n:

Project

No.:

Sheet

CO

RA

L

SP

RIN

GS,

FL 33076

(P

H) 9

54-7

55-9121

112

30

WIL

ES

RO

AD

WE

ST

PA

LM

BE

AC

H,

FL 33407

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY

WP

B,

LL

C

(P

H) 5

61-4

08-2655

43

89

WE

ST

RO

AD

S

DR.

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY, IN

C.

SHEARWALLS

COLUMNSAND

MASONRYFOOTINGS



ENGR:

Dra

wn

By:

Checked:

Date:

Divisio

n:

Grade:

Date

No.

RE

VISIO

NS

Re

marks

SW-D1

SW-

D4

SE

E

SC

HE

DU

LE

SW-D4

A SECTION

T.O.FND

ELEV.-5'-0"

4'-

6"

FO

OTI

NG

PA

D

S

T.O.FND

ELEV.-5'-0"

4'-

6"

FO

OTI

NG

PA

D

S

SE

E

SC

HE

DU

LE

TYPICAL COLUMN DETAIL

CL

R.

3"

CL

R.

3"

FOOTING PAD "S"

MISCELLANEOUS REINFORCEMENT

(54" DEPTH)

A

SE

E

SC

HE

DU

LE

B SECTION

T.O.FND

ELEV.-5'-0"

4'-

6"

FO

OTI

NG

PA

D

S

B

2

2

36

-5'-0"

2

B

GA

NOTES:

SEE DWG FD-1D FOR SHEARWALL SW-1.

SEE DWG FD-1G FOR SHEARWALL SW-4.

SIZE LAP

36 BAR

DIA LAP

#3 14"

18"#4

23"#5

27"#6

32"#7

36"#8

41"#9

46"

51"

#10

#11

LAP

4000 PSI

42"

50"

73"

83"

94"

CLASS B LAP

34"

SIZE

#5

#6

#7

#8

#9

#4

LAP

30"

36"

42"

48"

54"

24"

SIZE

#5

#6

#7

#8

#9

#4

48 BAR DIA

LAP



8 8FD45 2 1-04 11-02

7 7FD47 2 1-02 10-04

6 6FD46 2 1-00 6-09

2587

FD-1D

Landsouth

500 O

cean

Boyto

n B

each,Florida

Jesus N

unez

Jesus N

unez

8/2

5/2

015

WP

B R

ebar

AS

TM A

615/6

0 U.N.O.

18/2

5/1

5F

OR A

PP

RO

VA

L

DWLS 25#6 6FD46 @24"

8#7 7FD47 DWLS

8#7 7FD47 DWLS

14#8 8FD45 DWLS

Bldc D - F

ooting P

ad "S"

Misc.

Reinf.

APPROVAL5 of 8

Contractor:

Project:

Locatio

n:

Descriptio

n:

Project

No.:

Sheet

SHEARWALLS

COLUMNSAND

FOOTINGS MASONRY



ENGR:

Dra

wn

By:

Checked:

Date:

Divisio

n:

Grade:

CO

RA

L

SP

RIN

GS,

FL 33076

(P

H) 9

54-7

55-9121

112

30

WIL

ES

RO

AD

WE

ST

PA

LM

BE

AC

H,

FL 33407

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY

WP

B,

LL

C

(P

H) 5

61-4

08-2655

43

89

WE

ST

RO

AD

S

DR.

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY, IN

C.

Date

No.

RE

VISIO

NS

Re

marks

ELEV. -5'-0"

T.O.FND

4'-

6"

FO

OTI

NG

S

3"

CL

R.

8'-8"9'-5"8'-8"

26'-9"

SHEARWALL SW-D1 PLAN VIEW

FOUNDATION TO 1ST FLOOR

SHEARWALL SW-D1 ELEVATIONNOT SHOWN FOR CLARITY


8"

W/#3 STIRRUPS/TIES@8"

(34)#9 VERTS(17 EF)


(34)#9 VERTS(17 EF)#5 HORIZ@8"

#4 VERTS@12"

1"

CLR.

1"

CL

R.

SE

E

SC

HE

DU

LE

SE

E

SC

HE

DU

LE

SE

E

SC

HE

DU

LE

2

B

GA

LAP

4000 PSI

42"

50"

73"

83"

94"

CLASS B LAP

34"

36 BAR

DIA LAP

#3 14"

18"#4

23"#5

27"#6

32"#7

36"#8

41"#9

46"

51"

#10

#11

SIZE

#5

#6

#7

#8

#9

#4

SIZE LAP LAP

30"

36"

42"

48"

54"

24"

SIZE

#5

#6

#7

#8

#9

#4

48 BAR DIA

LAP



9 9FD41 2 1-07 12-01

4 4FD42 2 0-08 7-01

2587

FD-1E

Landsouth

500 O

cean

Boyto

n B

each,Florida

Bld

g D - S

hearw

all S

W-D

1 D

owels

8/2

5/2

015

AS

TM A

615/6

0 U.N.O.

Jesus N

unez

Jesus N

unez

WP

B R

ebar

18/2

5/1

5F

OR A

PP

RO

VA

L

DW

LS

34

#9

9F

D4

1

17

EF

DW

LS

34

#9

9F

D4

1

17

EF

DW

LS

9#

4

4F

D4

2

@1

2"

APPROVAL6 of 8



8"


(22)#8 VERTS(11 EF)


(22)#8 VERTS(11 EF)

5'-0"10'-0"5'-0"

20'-0"

ELEV. -1'-6"

T.O.FND

3'-

6"

FO

OTI

NG

R

3"

CL

R.



SE

E

SC

HE

DU

LE

SE

E

SC

HE

DU

LE

SE

E

SC

HE

DU

LE

1"

CLR.

1"

CL

R.

#5 HORIZ@10"

#4 VERTS@12"

Contractor:

Project:

Locatio

n:

Descriptio

n:

Project

No.:

Sheet

SHEARWALLS

COLUMNSAND

FOOTINGS MASONRY



ENGR:

Dra

wn

By:

Checked:

Date:

Divisio

n:

Grade:

CO

RA

L

SP

RIN

GS,

FL 33076

(P

H) 9

54-7

55-9121

112

30

WIL

ES

RO

AD

WE

ST

PA

LM

BE

AC

H,

FL 33407

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY

WP

B,

LL

C

(P

H) 5

61-4

08-2655

43

89

WE

ST

RO

AD

S

DR.

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY, IN

C.

Date

No.

RE

VISIO

NS

Re

marks

2

B

GA

LAP

4000 PSI

42"

50"

73"

83"

94"

CLASS B LAP

34"

36 BAR

DIA LAP

#3 14"

18"#4

23"#5

27"#6

32"#7

36"#8

41"#9

46"

51"

#10

#11

SIZE

#5

#6

#7

#8

#9

#4

SIZE LAP LAP

30"

36"

42"

48"

54"

24"

SIZE

#5

#6

#7

#8

#9

#4

48 BAR DIA

LAP



8 8FD43 2 1-04 10-03

4 4FD44 2 0-08 6-01

DW

LS

22

#8

8F

D4

3

11

EF

DW

LS

10

#4

4F

D4

4

@1

2"

DW

LS

22

#8

8F

D4

3

11

EF

2587

FD-1F

Landsouth

500 O

cean

Boyto

n B

each,Florida

Bld

g D - S

hearw

all S

W-D

2 D

owels

8/2

5/2

015

AS

TM A

615/6

0 U.N.O.

Jesus N

unez

Jesus N

unez

WP

B R

ebar

APPROVAL

18/2

5/1

5F

OR A

PP

RO

VA

L

7 of 8



8"


(28)#8 VERTS(14 EF)


(28)#8 VERTS(14 EF)

5'-8"8'-10"5'-8"

20'-2"

1"

CLR.

1"

CL

R.

ELEV. -5'-0"

T.O.FND

4'-

6"

3"

CL

R.



SE

E

SC

HE

DU

LE

SE

E

SC

HE

DU

LE

SE

E

SC

HE

DU

LE

FO

OTI

NG

S

#5 HORIZ@6"

#4 VERTS@12"

Contractor:

Project:

Locatio

n:

Descriptio

n:

Project

No.:

Sheet

SHEARWALLS

COLUMNSAND

FOOTINGS MASONRY



ENGR:

Dra

wn

By:

Checked:

Date:

Divisio

n:

Grade:

CO

RA

L

SP

RIN

GS,

FL 33076

(P

H) 9

54-7

55-9121

112

30

WIL

ES

RO

AD

WE

ST

PA

LM

BE

AC

H,

FL 33407

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY

WP

B,

LL

C

(P

H) 5

61-4

08-2655

43

89

WE

ST

RO

AD

S

DR.

FA

CT

OR

Y

DIR

EC

T

SU

PP

LY, IN

C.

Date

No.

RE

VISIO

NS

Re

marks

2

B

GA

LAP

4000 PSI

42"

50"

73"

83"

94"

CLASS B LAP

34"

36 BAR

DIA LAP

#3 14"

18"#4

23"#5

27"#6

32"#7

36"#8

41"#9

46"

51"

#10

#11

SIZE

#5

#6

#7

#8

#9

#4

SIZE LAP LAP

30"

36"

42"

48"

54"

24"

SIZE

#5

#6

#7

#8

#9

#4

48 BAR DIA

LAP



8 8FD45 2 1-04 11-02

4 4FD42 2 0-08 7-01

DW

LS

28

#8

8F

D4

5

11

EF

DW

LS

9#

4

4F

D4

2

@1

2"

DW

LS

28

#8

8F

D4

5

11

EF

2587

FD-1G

Landsouth

500 O

cean

Boyto

n B

each,Florida

Bld

g D - S

hearw

all S

W-D

4 D

owels

8/2

5/2

015

AS

TM A

615/6

0 U.N.O.

Jesus N

unez

Jesus N

unez

WP

B R

ebar

APPROVAL

18/2

5/1

5F

OR A

PP

RO

VA

L

8 of 8

2587-FD-1A-APP2587-FD-1-APP2587-FD-1B-APP2587-FD-1C-APP2587-FD-1D-APP2587-FD-1E-APP2587-FD-1F-APP2587-FD-1G-APP

x jdf - redteam software...5 5fd20 20 2-06 2-02 4-00 5 5fd21 3 2-06 3-003 2-06 2-02 2-02 5 5fd60 20...

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