selected drawings- concrete structures class project

4
\Users\charlesedman\Desktop\Screen Shot 2016-08-29 at 11.07.04 PM.png ELEVATION- LONGITUDINAL CUT DRAWN BY: 7 OF 9 REVISED: DWG DATE: SCALE: N.T.S. ELEVATION VIEW OF A LONGITUDINAL CUT OF THE BUILDING SHOWING THE REBAR PATTERN FOR THE SOUTH SIDE OF THE BUILDING (FACING NORTH) DIMENSIONS OF TOP AND BOTTOM FLEXURAL AND SHRINKAGE REBARS SHOWN CE 9/7/16 A B C D TOP FLEXURAL BARS TOP SHRINKAGE BARS BOTTOM SHRINKAGE BARS BOTTOM FLEXURAL BARS 17' (TYP.) 12' (TYP.) 16' (TYP.) 12'-8" (TYP.) CENTERED ON GRID 8'-5"± (TYP.) CENTERED ON GRID 14" (TYP.) 6" LAP 2' (TYP.) 0" 0" STD. 90° HOOK 4' 8" DEPTH 1" COVER (TYP.) fy = 60.0 KSI (BAR YIELD STRENGTH) f'c = 4,000 PSI (28-DAY CONCRETE STRENGTH) NORTH INTO PAGE

Upload: nicholas-coyle

Post on 15-Apr-2017

11 views

Category:

Documents


2 download

TRANSCRIPT

\Users\ch

arlesedm

an\Desktop\S

creen S

hot 2

016-08-29 at 11.07.0

4 PM

.png

ELE

VA

TIO

N-

LO

NG

ITU

DIN

AL

CU

T

DR

AW

N B

Y:

7 O

F 9R

EV

ISE

D:

DW

G

DA

TE

:S

CA

LE:

N.T

.S.

EL

EV

AT

ION

VIE

W O

F A

LO

NG

ITU

DIN

AL C

UT

OF

TH

E B

UIL

DIN

G S

HO

WIN

GT

HE

RE

BA

R P

AT

TE

RN

FO

RT

HE

SO

UT

H S

IDE

OF

TH

EB

UIL

DIN

G (F

AC

ING

NO

RT

H)

DIM

EN

SIO

NS

OF

TO

P A

ND

BO

TT

OM

FL

EX

UR

AL

AN

DS

HR

INK

AG

E R

EB

AR

SS

HO

WN

CE

9/7/16

AB

CD

TO

P F

LEX

UR

AL B

AR

S

TO

P S

HR

INK

AG

E B

AR

SB

OT

TO

M S

HR

INK

AG

E B

AR

S

BO

TT

OM

FL

EX

UR

AL B

AR

S1

7' (T

YP

.)

12

' (TY

P.)

16

' (TY

P.)

12'-8

" (TY

P.) C

EN

TE

RE

D O

N G

RID

8'-5"± (T

YP

.) CE

NT

ER

ED

ON

GR

ID1

4" (T

YP

.)6

" LAP

2' (T

YP

.)0

"

0"

ST

D.

90°

HO

OK

4'

8" D

EP

TH

1" C

OV

ER

(TY

P.)

fy = 60

.0 K

SI (B

AR

YIE

LD

ST

RE

NG

TH

)f'c =

4,000

PS

I (28-D

AY

CO

NC

RE

TE

ST

RE

NG

TH

)

NO

RT

H IN

TO

PA

GE

DR

AW

N B

Y:

22 O

F23R

EV

ISE

D:

DW

G

DA

TE

: CE

10/0

3/16

SH

EA

R W

ALL

CO

NN

EC

TIO

ND

ET

AILS

SC

AL

E:

N.T

.S.

SH

EA

R W

AL

L TO

CO

NC

RE

TE

SL

AB

SC

ON

NE

CT

ION

DE

TA

ILSS

HO

WN

IN D

IAG

RA

M(F

AC

ING

NO

RT

H; LO

OK

ING

AT

RE

BA

R D

ET

AIL

FO

R T

HE

SO

UT

H S

IDE

SH

EA

R W

ALL)

HO

RIZ

ON

TA

L SH

EA

RR

EB

AR

AR

E #4 B

AR

SS

PA

CE

D A

T 1

2" AP

AR

T(T

YP

.)

TH

ICK

NE

SS

OF

SH

EA

RW

AL

L IS

12"

NO

RT

H IN

TO

PA

GE

11'

13'

12

" SP

AC

ING

(TY

P.)

#4 R

EB

AR

S

TO

P S

HR

INK

AG

E B

AR

S

BO

TT

OM

SH

RIN

KA

GE

BA

RS

BO

TT

OM

FLE

XU

RA

L BA

RS

0"

0"

1" C

OV

ER

(TY

P.)

TO

P F

LEX

UR

AL B

AR

S

DR

AW

N B

Y:

29O

F 33

RE

VIS

ED

:

DW

G

DA

TE

: NC

11

/15/16

SC

AL

E:

N.T

.S.

NO

RT

H IN

TO

PA

GE

SP

AN

/10

ZO

NE

= 51

''

CO

VE

R =

1.5"

#4 S

TIR

RU

P (N

OT

PR

ES

EN

T IN

CO

LU

MN

-SL

AB

INT

ER

SE

CT

ION

)1

2 #

8 F

LE

XU

RA

LB

AR

S IN

SID

ES

PA

N/10

ZO

NE

AD

DIT

ION

AL

FLE

XU

RE

BA

RS

#4

SH

RIN

KA

GE

BA

RS

DE

PT

H=

8''

BE

AM

DE

PT

H=

36''

PE

RP

EN

DIC

UL

AR

TR

AN

SV

ER

SE

SE

CT

ION

AT

CO

L.

B2

INT

ER

SE

CT

ION

TR

NS

VE

RS

E S

EC

TIO

NV

IEW

(PE

RP

EN

DIC

UL

AR

TO

BE

AM

) OF

TH

IRD

FLO

OR

CO

L B

2 CO

L-BE

AM

INT

ER

AC

TIO

N.

MO

RE

TIE

S A

TL

OC

AT

ION

WH

ER

E C

OL

UM

N B

AR

BE

ND

ING

ST

AR

TS

AN

DE

ND

S

TIE

PL

AC

ED

AT

3 12 " BE

LOW

BO

TT

OM

OF

SLA

BB

EC

AU

SE

HIG

HE

ST

CO

LU

MN

TIE

S H

AV

E T

O B

EP

LAC

ED

NO

MO

RE

TH

AN

7.5

/2 " (S

PA

CIN

G/2) LO

WE

RT

HA

N B

OT

TO

M O

F S

LAB

AC

CO

RD

ING

TO

AC

I 318C

OD

E.

PLE

AS

E N

OT

E T

HA

T T

HE

EX

AC

T L

OC

AT

ION

OF

ALL

TH

E E

XIS

TIN

G S

LA

B A

ND

BE

AM

BA

RS

WA

SD

ET

ER

MIN

ED

US

ING

TH

ED

RA

WIN

GS

ON

PG

. 47, 50,8

8 OF

BIN

DE

R.

2 #

10

BE

AM

SN

EC

ES

SA

RILY

RU

NT

HR

OU

GH

CO

LUM

NIN

TE

RS

EC

TIO

N B

EC

AU

SE

AS

PE

R B

EA

M D

ET

AILIN

GR

EQ

'S, A

T L

EA

ST

25% O

FB

OT

TO

M B

EA

M R

EB

AR

MU

ST

GO

CO

NT

INU

OU

ST

HR

OU

GH

EN

TIR

ET

Y O

FB

EA

MF

'C C

OL

UM

N: 6

,500

PS

IF

'c SL

AB

/BE

AM

: 5,000 PS

IF

Y=

60

,000 P

SI

2 #

10

BE

AM

BO

TT

OM

FLE

XU

RA

LB

AR

S (S

HIF

TE

D T

OW

AR

D C

EN

TE

RB

Y O

NE

#1

0 D

IAM

ET

ER

'S W

IDT

H IN

INT

ER

SE

CT

ION

AR

EA

B/C

OF

HIG

H-T

EN

SIO

N S

PLIC

E)

-C

IRC

LE

S T

UC

KE

D IN

AG

AIN

ST

ST

IRR

UP

RE

PR

ES

EN

TP

OS

ITIO

N O

F #

10 B

AR

S W

HE

NN

OT

IN T

HE

BE

AM

-CO

LU

MN

INT

ER

AC

TIO

N A

RE

A

14" (T

YP

.)

6" LA

P

#9

CO

LU

MN

RE

BA

R(C

OL. B

2-4)

#3

TIE

S A

T 7 12 " S

PA

CIN

GT

YP

.

0"S

LAB

BO

TT

OM

FLE

XU

RA

LR

EB

AR

-SP

AN

BC

(#4 B

AR

)S

LAB

BO

TT

OM

FLE

XU

RA

L RE

BA

R-

SP

AN

AB

(#6 B

AR

)0"

BE

ND

IN B

AR

ST

AR

TS

AT

3 12 " BE

LOW

SL

AB

BO

TT

OM

AN

D E

XT

EN

DS

TO

BO

TT

OM

OF

CO

LU

MN

BA

RS

AB

OV

E

SL

OP

E: 9

:1.2

5 (F

UL

FIL

LS

6:1 RE

QU

IRE

ME

NT

)

SLA

B T

OP

FL

EX

UR

AL

RE

BA

R-

(#4 B

AR

)

NO

N-C

ON

TA

CT

( 12 " CL

EA

R S

PA

CIN

G) H

IGH

TE

NS

ION

SP

LIC

E F

OR

54" A

CC

OR

DIN

G T

O M

MF

XS

TE

EL

CO

RP

OR

AT

ION

ST

AN

DA

RD

S

#7

CO

LU

MN

RE

BA

R(C

OL. B

2-3)

DR

AW

N B

Y:

38O

F 43

RE

VIS

ED

:

DW

G

DA

TE

: NC

11/2

1/16S

CA

LE

:N

.T.S

.N

OR

TH

INT

O P

AG

E

CO

NC

RE

TE

SLA

B f'c =

3,500 PS

I 6''

BA

SE

ME

NT

SL

AB

-ON

-G

RA

DE

TR

AN

SV

ER

SE

SE

CT

ION

VIE

W O

F B

AS

EM

EN

TC

ON

CR

ET

ES

LA

B-O

N-G

RA

DE

.

UN

RE

INF

OR

CE

DC

ON

CR

ET

E S

LAB

:F

'c= 3

50

0 PS

I

EL

EV

AT

ION

OF

TO

P O

FB

AS

EM

EN

T F

LO

OR

:7

45'

(76

0'-3

' (BE

AM

HE

IGH

T)

-14

'+2

'=745')

NO

TE

AB

UT

ME

NT

OF

SL

AB

WIT

H P

ER

IME

TE

R W

ALL

PR

EM

OL

DE

D F

ILLE

R A

ND

SE

AL

AN

T A

T E

XP

AN

SIO

N JO

INT

JOIN

T W

AT

ER

PR

OO

F-S

EA

LE

D W

ITH

BE

NT

ON

ITE

CL

AY

*U

NR

EIN

FO

RC

ED * C

ON

CR

ET

E B

AS

EM

EN

T S

LAB

, 6" T

HIC

KN

ES

S

FIL

L, 6" D

EP

TH

WA

TE

RP

RO

OF

ING

VA

PO

R B

AR

RIE

R

BA

SE

ME

NT

PE

RIM

ET

ER

WA

LL

FO

OT

ING

DR

AIN

(4" D

IA.)

WA

LL

FO

OT

ING

12

''

6''

14"

26"

UN

RE

INF

OR

CE

D M

UD

SL

AB

OF

CO

NC

RE

TE