1
C B A 1 2 3 4 5 6 7 8 9 10 11 7.5 30'-6" 30'-0" 30'-0" 15'-0" 15'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 25'-6" 25'-0" 21'-0" 29'-6" 50'-6" 6" 30'-6 3 16 " 6" 50'-6" 101'-0" 301'-0" 1/16" = 1' FOUNDATION PLAN 1 17.33 B/F 18.08 B/F 21.67 B/F 19.03 B/F 20.33 B/F 20.83 B/F 21.75 B/F 21.75 B/F 22.25 B/F 21.08 B/F 60'-6" 72'-0" 48'-0" 72'-6" 20.67 B/F 20.67 B/F 23.67 B/F 23.67 B/F 20.67 B/F 20.67 B/F T/W 24.06 T/W 24.06 20.67 B/F T/W 23.56 T/W 26.00 20.67 B/F T/W 26.00 20.67 B/F 23.67 B/F 22.67 B/F 22.67 B/F 21.67 B/F 21.67 B/F 20.67 B/F 23.67 B/F 21.67 B/F 21.67 B/F FTG.36" X 14" FTG.26" X 14" FTG.36" X 14" FTG.26" X 14" 48'-0" GENERAL NOTES: ( 1 ) ALL FOUNDATION, PEDESTAL, AND RETAINING WALL CONCRETE SHALL BE F'C 3000 PSI AT 28 DAYS. ( 2 ) ALL STEEL REINFORCEMENT SHALL BE ASTM A615 , GRADE 40 , DEFORMED BARS UNLESS OTHERWISE SPECIFIED IN DRAWINGS OR DETAILS. ---- S-7 FOUNDATION PLAN F:\E.D.T\QUARTER-3\DFT-115-STRUCTUAL DETAILING\COMMERCIAL BUILDING\S-7 FOUNDATION PLAN.DWG 5/2/2014 CREATED BY: GENERAL NOTES: 1. ALL FOUNDATION, PEDESTAL, AND RETAINING WALL CONC. TO BE F'c 3000 PSI @ 28 DAYS You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

S 7 foundation plan

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Page 1: S 7 foundation plan

C B A

12

34

56

78

910

117.5

30'-6"30'-0"

30'-0"15'-0"

15'-0"30'-0"

30'-0"30'-0"

30'-0"30'-0"

25'-6"25'-0"21'-0"29'-6"

50'-6"

6"

30'-6316 "

6"

50'-6"

101'-0"

301'-0"

1/16" = 1'

FOU

ND

ATION

PLAN1

17.33 B/F18.08 B/F

21.67 B/F19.03 B/F

20.33 B/F20.83 B/F

21.75 B/F21.75 B/F

22.25 B/F

21.08 B/F

60'-6"72'-0"

48'-0"72'-6"

20.67 B/F

20.67 B/F

23.67 B/F

23.67 B/F

20.67 B/F20.67 B/F

T/W 24.06

T/W 24.06

20.67 B/F

T/W 23.56

T/W 26.00

20.67 B/F

T/W 26.00

20.67 B/F

23.67 B/F22.67 B/F

22.67 B/F

21.67 B/F21.67 B/F

20.67 B/F

23.67 B/F21.67 B/F

21.67 B/FFTG

.36" X 14"

FTG.26" X 14"

FTG.36" X 14"

FTG.26" X 14"

48'-0"

GE

NE

RA

L NO

TES:

( 1 ) ALL FO

UN

DA

TION

, PE

DE

STA

L, AN

D R

ETA

ININ

G W

ALL CO

NC

RETE SH

ALL BEF'C

3000 PS

I AT 28 D

AYS.

( 2 ) ALL S

TEE

L RE

INFO

RC

EM

EN

T SH

ALL B

E A

STM

A615 , GR

ADE 40 , D

EFOR

MED

BA

RS

UN

LES

S O

THE

RW

ISE

SP

EC

IFIED

IN D

RAW

ING

S OR

DETAILS.

----S-7 FOUNDATION PLAN

F:\E.D.T\QUARTER-3\DFT-115-STRUCTUAL DETAILING\COMMERCIAL BUILDING\S-7 FOUNDATION PLAN.DWG

5/2/2014

CR

EA

TED

BY:

GE

NE

RA

L NO

TES:1. A

LL FOU

ND

ATIO

N, P

ED

ES

TAL, A

ND

RETAIN

ING

WALL C

ON

C.

TO B

E F'c 3000 P

SI @

28 DAYS

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)