10-285-023TYPE
COLUMN SCHEDULE
MARK
SIZE
REINFORCEMENT
#3 TIES
REMARKS
TIC
8" x 12"
4 # 5
@ 8"
TYPE 1
C I
8" x 18"
4 # G
@ 8"
TYPE II
C2
811 x 28"
8 # G
@ 8"
TYPE III
C3
8" x 22"
G # G
@8"
TYPE IV
C4
SEE TYPE
7 # 5
@ 8"
TYPE V
C5
8" x 24"
G # G
@ 811
TYPE IV
CG
8 "x30"
8 #G
@81
TYPE III
SC
4" 0 xy4"
12" x 12" x %-- BASE PLATE
W/ 4-VB" 0 x 1' -4" A.5
7" x 10" xk' CAP PLATE
W/ (2) %" 0 x 0' -7" STEEL 5TUD5
MCI
I G" x I G"
4 # G
@ 81
MASONRY COLUMN
TYPE II
#3 HAIRPINS @ 8" TYPICAL #3 HAIRPINS @ 8" TYPICAL
TYPE III
TYPE IV
FOOTING SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
WF- I G
I G" W x 12" D.P
2 # 5 CONT. BOTT.
ADD 2 # 5 x 30" E. WAY CORNER 13AR5
WF -24
24" W x 12" D.P
3 # 5 CONT.TOP BOTT.
# 5 @ 12" TOP * BOTT TRAN5V'
ADD 3 # 5 x 30" E. WAY CORNER BAR5
F3.0
3' -0" x 3' -0" x 12"
4 # 5 CONT.TOP it BOTT.
CJ
F4.0
4' -O" x 4' -0" x 12"
5 # 5 TOP � BOTT. EA.WAY
F5.0
5' -0" x 5' -0" x 12"
G # 5 TOP * BOTT. EA.WAY
F5.5
5' -O" x G' -0" x 12"
G # G TOP * BOTT. EA.WAY
FG.O
G' -0" x G' -0" x I G"
7 # 5 TOP 4 BOTT. EA.WAY
od
SLAB EL. SEE PLAN
SLAB EL. SEE PLAN N
8" x 12" THICKENED CONC. EDGE.
W/ 1 #5 REINF. BAR CONT.
4" CONCRETE SLAB REINF. W/ GNG"
FW1.4 x W 1.4 W.W.M. BENT 30" MIN AROUND
5LA15 PERIMETER
=�11
WELL COMPACTED
GRANULAR FILL
1611 1
THICKENED EDGE DETAIL (TE)._
SCALE. 3/411= 1 ' -0"
CONCRETE SLAB
ON WELL COMPACTED FILL
II
IV811
a
4" CONCRETE SLAB REINF. W/ G "xG"
W 1.4 x W 1.4 W.W.M. BENT 30" MIN AROUND
SLAB PERIMETER
TYPICAL SAWCUT JOINT DETAIL (C.J.)
SCALE: I "= 1'-0"
1 ' -011
TYPE V
I # 5 CONT.
FI N. FLOO K ELEV.
SEE PLAN
I I
4" CONCRETE SLAB REINF. WITH
G "xG " -W I .4xW I .4 W.W.M. ON G MIL.
POLYETHYLENE VAPOR BARRIER ON WELL
COMPACTED SOIL.
2" MI q. (TYP.)
4
III — III —III =111 =III —I I I— VAPOR BARRIER
REINF. IN FILLED CELL =III I I ,_III STD. 90 HOOK
AS REQ'D. SEE PLAN _, i = = III —=1 I
I —) I I COL. DOWELS SAME SIZE,
—III — I
T /FTG. ELEVATION _ _ _ _
AS VERT. KEI NF.
I' -4" BELOW FINISH GRADE F ° COLUMN FOOTING BEYOND.
3" CLE R
Ir
SEE FOOTING SCHEDULE ... CLEAR
FOR SIZE t- REINF.
SECTION I
SCALE: 3/4"= I ' -oll
REINFORCING
CONCRETE COLUMN
VERTICAL BAKE SEE
COLUMNS SCHEDULE
FIN. FLOOR ELEV.
SEE PLAN,
I 1 I III 48 BAR DIA.
CLOSED TIES � SEE SHEDULE
T /FTG. ELEVATION STD. 90 HOOK COL. DOWELS
1' -4" BELOW FINISH GRADE ° e a SAME SIZE, QTY. * PATTERN AS COL.
SEE FOOTING SCHEDULE '
REINF. SEE SCHEDULE
FOR SIZE * REINF. 3" CLEAR
3" CLEAR
TYPICAL CONCRETE COLUMN/ FOOTING DETAIL
SCALE: 3/4 "= 1' -0"
I 'I
STEEL COLUMN.
I I
PLATE 12" x 1 2" x 5/8"
W1 4 5�8" 0 x 1' -4"
ANCHOR BOLTS. ! !
-
II =11 =11 1= 11 =.II
• 11 =11 =,
TYP.
e °
• a :•
e e ° e d °
3" CLEAR
CONCRETE FOOTING SEE
FOUNDATION PLAN
TYPICAL STEEL COLUMN/ FOOTING DETAIL
SCALE: N.T,S
8" BLOCK WALL W/ #9 GAGE LADDER
TYPE HOR. REINF. @ EVERY OTHER
COURSE
4" CONCRETE SLAB REINF. WITH
G "xG " -W I .4xW I .4 W.W.M. ON 6 MIL.
co POLYETHYLENE VAPOR BARRIER ON WELL
COMPACTED SOIL.
FIN. FLOOR ELEV. 2" MI (TYP.)
SEE PLAN _�• —.�- "L " —.
' 1 -111 =1 I =111 = =1 I I— —III —"--VAPOR BARRIER
REINF. IN FILLED CELL
AS REQ'D. SEE PLAN -I 1 =� II I III I II I I %2" EXP. JOINT.
jgk I —III -
T /FTG. ELEVATION STD. 90 HOOK
1' -4" BELOW FINISH GRADE a, COL. DOWELS SAME SIZE,
SEE FOOTING SCHEDULE AS VERT.REINF. �';. �° - •. _
FOR SIZE * REINF. e
�3" CLEAR
-�-4311 CLEAR
TYPICAL WALL SECTION
SCALE: 3/4"= 1'-0'
)NCRETE BEAM.
DD #3 TIES @ G"
#5 BOTTOM
CII I ,-GI I C
T
2 #6
SECTION 1
SFOUNDATION WALL
L 2 # 6 DOWELS
J
TYPICAL DOOR AND WINDOW OPENING DETAIL (U.O.N)
NOT TO SCALE
cw( O p 14G OepT
6 i-_\_'TtoN
'v91tog; BT-
"'—
ABRAHAM ARVELO. P. E.
R 36996
ARVELO AND ASSOCIATES, I� .
STRUCTURAL ENGINEE of '
4848 SW 74th CT., MIAMI, F K �Oe.;•Ci
(305) 667 -7628 \ �,
CERTIFICATE# EB-0007321
'�rrrrrrrltttr�W� , -`
ISSUANCES
DATE TIME
10/08/09 SITS PLAN APPROVAL
P&Z COMM EM
BED
PERMIT
CONSTRUCTION
THE USE OF THESE PLANS AND 9P6CIF-
ICATIONS SNAIL BE REMTX= TO THE
ORIGINAL SITE FOR IMCH THEY WERE
PREPARED AND PUBUCATMN THEREOF IS
ESPRESSLY Imm TO SUCH USE,
REPRODUCTION, PUMICATION OR RE -USE
BY ANY MMOD, IN VHOIE OR IN PART,
WIITHOUT EEPRffiS WIRITTEN CONSENT BY
THE ARCHffM 14 STRICTLY PROHMP!$D.
TITLE TO THE PLANS AND SPECIFICATIONS
REYAUi9 WATT[ THE ARCHITECT IIITHOUT
PRISTUDICE. VISUAL CONTACT WITH THESE
PLm AND SPECIFICATIONS SHALL
CONSTITUTE PRIM► FASCIB EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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THE USE OF THESE PLANS AND 9P6CIF-
ICATIONS SNAIL BE REMTX= TO THE
ORIGINAL SITE FOR IMCH THEY WERE
PREPARED AND PUBUCATMN THEREOF IS
ESPRESSLY Imm TO SUCH USE,
REPRODUCTION, PUMICATION OR RE -USE
BY ANY MMOD, IN VHOIE OR IN PART,
WIITHOUT EEPRffiS WIRITTEN CONSENT BY
THE ARCHffM 14 STRICTLY PROHMP!$D.
TITLE TO THE PLANS AND SPECIFICATIONS
REYAUi9 WATT[ THE ARCHITECT IIITHOUT
PRISTUDICE. VISUAL CONTACT WITH THESE
PLm AND SPECIFICATIONS SHALL
CONSTITUTE PRIM► FASCIB EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
-I-�
SCALE
PLC
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DATE
WLC
12.01.09
SHEET NUMBER
S-3
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L. CATE, ARCRITEC
AR0016786
DRAWN BY
SCALE
PLC
AS NOTED
CHECKED BY
DATE
WLC
12.01.09
SHEET NUMBER
S-3