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_C-2 '7—C-2
C-10 3PC 6" CONC. SLAB W/ #5 012 o.c. C-2 j 3PC OIL EL. q*_n"
2PC T&B AT BASE OF STAIR WELL. EL. –9'-0- gJ4 3 W/ #5 0 '2"o.c.
S4.04 "F T.O. MAT E.W. BOTT. TYP.
T.O. PILE CAP 'Y
HOOK TOP & BARS INTO
--FOUNDATION-
SHEARWALLS. REFER TO ARCH'L
EL- –6'-6"
T.Q. ILE CAP
FOR TOP OF SLAB ELEVATION.
17,
LEGEND: NOTES:
69 INDICATES STEP IN FND/GRADE BEAM 1.1 FOR COLUMN N SIZES.AND, REINFORCING REQUIREMENTS REFER TO 00 FOUNDATION PLAN
- L=:�l l- INDICATES CMU WALLS . (SEE SCHEDULE). –SCHEDULE, ON S121.
INDICATES CONCRETE WALL (SEE SCHEDULE). 2, TOP OF PILE CAPS SHALL BE SET AT ELEVATION –10'-4" U.N.O. SCALE: 1/8 1-V
C.J.
T.E.
CW-1
RW–
INDICATES CONCRETE COLUMN (SEE SCHEDULE)
INDICATES SAW CUT VERTICAL JOINTS 0 12"o.c. E.W. MAX.
INDICATES 8"x16" THICKENED EDGE W/ 2 #5 x CONT. TYP.
INDICATES 8" CONCRETE CRASH WALL W/ #4 ®6 o.c. E.F.
VERTICAL AND #4 0 12"o.c. E.F. HORIZONTAL
INDICATES CONCRETE RETAINING WALL
Wr Ur ALL Ir PILE tArZ� = Wr Ul- f1TUKUZ>1A"U SLAB.
'ALLPILE-CAPS INDICATED AT., ELEVATION, -6' -F" SHALL BE SET AT
ELEVATION –7'-0- (TOP OF PILE CAP).
SHEARWALL #1 PILE CAP REMAIN AT ELEVATION –9'-0" (TOP OF PILE-
CAP)
ALL PILE CAPS INDICATED ON S-3.10 AT ELEVATION –5'-5" REMAIN I .
UNCHANGED.
-- _\
MAT
Ell
! —
DOTM Cr
1UT
INDICATES
14-0 AUGERCAST PILE, U.N.O.
ALL 1P PILE CAPS ARE SHOWN IN SECTIONS TO MATCH TOP OF
HYDROSTATIC SLABS IN GENERAL.
1=4
INDICATES
(7s,
SLOPE DOWN
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2-f 2j-
40— — --% - I - — ___ ___ — — —
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_C-2 '7—C-2
C-10 3PC 6" CONC. SLAB W/ #5 012 o.c. C-2 j 3PC OIL EL. q*_n"
2PC T&B AT BASE OF STAIR WELL. EL. –9'-0- gJ4 3 W/ #5 0 '2"o.c.
S4.04 "F T.O. MAT E.W. BOTT. TYP.
T.O. PILE CAP 'Y
HOOK TOP & BARS INTO
--FOUNDATION-
SHEARWALLS. REFER TO ARCH'L
EL- –6'-6"
T.Q. ILE CAP
FOR TOP OF SLAB ELEVATION.
17,
LEGEND: NOTES:
69 INDICATES STEP IN FND/GRADE BEAM 1.1 FOR COLUMN N SIZES.AND, REINFORCING REQUIREMENTS REFER TO 00 FOUNDATION PLAN
- L=:�l l- INDICATES CMU WALLS . (SEE SCHEDULE). –SCHEDULE, ON S121.
INDICATES CONCRETE WALL (SEE SCHEDULE). 2, TOP OF PILE CAPS SHALL BE SET AT ELEVATION –10'-4" U.N.O. SCALE: 1/8 1-V
C.J.
T.E.
CW-1
RW–
INDICATES CONCRETE COLUMN (SEE SCHEDULE)
INDICATES SAW CUT VERTICAL JOINTS 0 12"o.c. E.W. MAX.
INDICATES 8"x16" THICKENED EDGE W/ 2 #5 x CONT. TYP.
INDICATES 8" CONCRETE CRASH WALL W/ #4 ®6 o.c. E.F.
VERTICAL AND #4 0 12"o.c. E.F. HORIZONTAL
INDICATES CONCRETE RETAINING WALL
Wr Ur ALL Ir PILE tArZ� = Wr Ul- f1TUKUZ>1A"U SLAB.
'ALLPILE-CAPS INDICATED AT., ELEVATION, -6' -F" SHALL BE SET AT
ELEVATION –7'-0- (TOP OF PILE CAP).
SHEARWALL #1 PILE CAP REMAIN AT ELEVATION –9'-0" (TOP OF PILE-
CAP)
ALL PILE CAPS INDICATED ON S-3.10 AT ELEVATION –5'-5" REMAIN I .
UNCHANGED.
-- _\
MAT
Ell
! —
DOTM Cr
1UT
INDICATES
14-0 AUGERCAST PILE, U.N.O.
ALL 1P PILE CAPS ARE SHOWN IN SECTIONS TO MATCH TOP OF
HYDROSTATIC SLABS IN GENERAL.
1=4
INDICATES
14"0 AUGERCAST TENSION PILE, U.N.O.
a 3. FOR PILE CAP DETAILS REFER TO SHEET S3.22.
INDICATES (2) #4 x 5'-0" LONG RE—ENTRANT BARS TYP. 4 ^BRACE RETAINING WALLS 'DURING 'CONSTRUC710tt."' TYP. SHEAR BAR
5. COORDINATE THIS PLAN WITH CIVIL SITE PLAN. SCAM ►T4
6. ALL CMU TO BE MW-1 UNLESS NOTED OTHERWISE.
INDICATES 1PCS 7. ALL GRADE BEAMS ARE CENTERED UNDER WALLS/PILE CAPS (U.N.O.).
8. PROVIDE 2 #4 x 6'-0" TOP IN CONCRETE SLAB AT CORNERS OF CMU
TYPICAL. Structural Drawing Updated 1-15-14
9, PROVIDE 8" THICK CONCRETE STEM WALLS AROUND ALL COLUMNS AT 1Based on Architectural Backgrounds Dated 10-28-13
PILE CAPS w/ #606"oc HORIZONTAL MID AND 6#6oc wl 14" EMBED
EDERIC 6;RRIE
P.E.FLORIDA
REG. #60791
a
_TT
PERMIT ool-,
11/20/13
ARCHITECTURE &
INTERIOR DESIGN, INC.
PWMW- I M-C _ M I MMOIR DIMIM
745 orienta avenue, suite 1121
altarnonte springs, fl 32701
phone: 407,830.1400
fax: 407.830.4143
AA0002731
www.forumarchitecture.com
Metro South
South Miami, FL
SET DISTRIBUTIONS:
SHEET REVISIONS:
10/25113 Seven Revision
12124113 5 Cooffination
07/31114 17 Crane Tower Foundation Rev.
GaN14 18 Ping ContCict
110114 19 1 Fndn Chances Fmml)eWater Issues
V BY: yp
DITED
I-
0 Oj
JEECT NO. 11-2795
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