05-1333(2)-004FOOTING SCHEDULE
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BOTTOM REINFORCEMENT
REMARKS
A
B
C
TE8
B
8"
CONT.
12"
(1) #5
-
—
THICKENED EDGE
F -1
A
36"
36"
12"
(4) #5
(4) #5
—
PAD FOOTING
F -1A
E
36"
36"
12"
(4) #5
(4) #5
—
PAD FOOTING
F -2
A
48"
48"
12"
(5) #5
(5) #5
—
PAD FOOTING
F -3
A
36"
60"
12"
(4) #5
(5) #5
—
PAD FOOTING
F -4
C
36"
72"
12"
(4) #5
L.W.
(6) #5
S.W.
—
PAD FOOTING
F -5
C
36"
69"
12"
(4) #5
L.W.
(6) #5
S.W.
—
PAD FOOTING
WF -12
A
12"
CON T.
12"
(3) #5
#5048" o.c.
—
STEM WALL FTG.
WF -16
A
24"
CONT.
12"
(3) #5
#50148" o.c.
—
STEM WALL FTG.
WF -24
A
24"
CON T.
12"
(3) #5
#5®48" o.c.
—
STEM WALL FTG.
WF42
A
42"
CON T.
12"
(4) #5
#5 024 o.c.
—
STEM WALL FTG
TE -10
B
8"
CON T.
10"
(1) #5
-
—
THICKEND EDGE
MF16
D
16"
CON T.
12"
(2) #5
-
—
MONOLITHIC FTG
FOOTING TYPES:
If—B
A A
TYPE -A TYPE -B
NOTE: PROVIDE 2 #5 CORNER BARS FOR MF16.
BENT 30" EA WAY 01 ALL CONT WAL
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Y �
Q o DIMENSIONS
U F_
SC1 I A I TS 3.5 "x3.5 "x1/4"
LW= LONG WAY
SW= SHORT WAY
B
A
TYPE- C
L FOOTING CORNERS.
COLUMN SCHEDULE
REINFORCEMENT
VERTICAL HORIZONTAL
SC2
A
TS 4 "x4 "x1 /2"
C1
B
8" x 12"
4
C2
C
16" x 16"
4
C3
B
8" x 13"
4
C4
B
12" x 16"
4
C5
E
8" x 18"
6
C6
E
8" x 20"
6
C7
E
8 "x21"
6
C8
B
8" x 8"
4
C9
D
AS SHOWN
8
C10
B
8" x 16"
C11
E
12" x 21"
LL_
C12
F
AS SHOWN
8
C13
G
AS SHOWN
1 0
C14
H
8" x 37"
1
C15
E
8" x 16"
C16
B
8" x 16"
N
COLUMN TYPES:
TYPE -B
00
TYPE -C
-#5
_ #6
-#5
-#6
-#5
-#6
-#6
-#5
-#5
4- #7
6- #6
- #5
-#5
)-#5
6- #7
4- #6
#3 ® 8"o. c.
#3 0 8"o. c.
#3 @ 8 "o. c.
#3 CAD 8 "o.c.
#3 @ 8 "o. c.
#3 @ 8 "o.c.
#3 01 8 "o.c.
#3 ® 8 "o.c.
#3 ® 8 "o.c.
#3 01 8 "o. c.
#3 0 8 "o. c.
#3 ® 8 "o. c.
#3 @ 8 "o.c.
#3 ® 8 "0. C.
#3 @ 8 "o. c.
4"
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TYPE -D
B
TYPE -E A
STEEL COLUMN
SEE SCHEDULE
3/4" THICK BASE PLATE
W/ 4 -3/40
EXPANSION ANCHORS
MIN EMBEDMENT 6"
ELEV. = 0' -0"
Q
rl 1 A A 1
1" LEVELING
ECOND POUR
4" PROJECTION &
(-THREAD LENGTH
= ' �VAPOR BARRIER
,' - \ \ OMPACTED FILL
\ \ \ \ \SEE\ FOUNDATION PLAN
FOR SIZE & REINFORCEMENTS.
SECTION 1
SCALE: NTS S -1
FOUNDATION NOTES
SYMBOL
4" REINFORCED CONCRETE SLAB WITH 6X6 - 1.4x1.4 WELDED WIRE MESH LOCATED ® MID. TO UPPER
REMARKS THIRD OF SLAB OVER 6 MIL. VAPOR BARRIER ON CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER.
MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" DIAM.
STEEL COLUMN - CONCRETE FILLED
NOTE: NO HOLES ALLOWED IN STEEL COLUMN
AND PLATES OTHER THAN 1/4" PRESSURE
RELIEF AND BOLT HOLES.
Fy =46KSi
CONCRETE COLUMN
MASONRY BLOCK COLUMN
GRADE 60 IN 3000 PSI GROUT FILLED
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
CONCRETE COLUMN
16� _
a N
TYPE -E TYPE -F
6,
N
TYPE-G
#3 HAIRPINS
@8 "0. c.
TYPE -H
0 PROVIDE (2) #5 x 4' -0 "Ig CORNER CRACK BARS 0 ALL CORNERS OF SLAB (AS INDICATED ON PLAN).
1#6 REINFORCEMENT BAR GRADE 60 IN CONC. FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND
40 "o.c. OR UNLESS NOTED OTHERWISE.
® 8 "x8 "x16" CONCRETE MASONRY UNITS WITH NO. 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT
EVERY OTHER COURSE (16" ON CENTER VERTICALLY)
Q COMPRESSIVE STRENGTH OF CONCRETE FOR SLABS. FOOTINGS SHALL BE 2,500 PSI ® 28 DAYS.
VERIFY SIZE AND LOCATIONS OF ALL WINDOW /DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCH. DWGS.
70 ®= INDICATES COLUMN TYPE AND START OF COLUMN. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
®= INDICATES COLUMN TYPE AND CONTINUATION OF COLUMN
REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
®= INDICATES COLUMN TYPE AND END OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN.
REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
SOIL STATEMENT
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND & ROCK WITH A MIN BEARING
CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER
SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL
SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS
ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. SEE F.B.C. 2001 EDITION SECTION 1818.2.
NOTES:
1 THE FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS SO THAT
THE PRESSURE DUE TO COMBINED DEAD LOAD, LIVE LOAD AND WIND LOADS
(ECCENTRIC OR OTHERWISE) DOES NOT EXCEED THE ALLOWABLE SOIL
BEARING CAPACITY (2,000 PSF).
THE USE OF TRANSFER BARS HAS BEEN ELIMINATED PER RATIONAL ANALYSIS.
1 16 VERT. IN EACH BLK. CELL
FILLED W/ 3,000 PSI GROUT
AS SHOWN ON PLAN 8 0x8 "x16" CMU MASONRY WALL
w/ 9 GAUGE LADDER TYPE
HORIZONTAL REINFORCEMENT
EVERY OTHER COURSE.
ALL SPUCES SHALL BE A MIN.
48' BAR DIAMETERS
4' REINFORCED CONCRETE SLAB WITH 6X6- W1.4xW1.4
TE10. SEE FIG SCHED WELDED WIRE MESH LOCATED 0 MID SLAB OVER
FOR SIZE a REINF. VAPOR BARRIER ON CLEAN WELL COMPACTED
TERMITE TREATED F L
Y Y -Y -Y. -Y -% -JI -ii
a liI 1 1 1+
- . I..,i_. I ..Ir.lr.l 1
PROVIDE VAPOR BARRIER
a -1 .
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III •�•.• :'�.• ... _II
STEM WALL FOOTING " ' �:': • •: : ! :: - - "
(SEE FNO PLAN do FTG SCHEDULE) • ' •'• _
.: • , : 3 CLEAR COVER
WALL FOOTING DETAIL 3
S -1
1- #5 CONT.
6 X6 - W1.4XW1.4 -A
: `X a
T •
THICKENED EDGE (TE8)
(REFER TO FOOTING SCHEDULE
FOR SIZE AND REINF)
SECTION 2
SCALE: 1/4 " =1' -0" S -1
A" PREMOLDED JOINT
FILLER
EL 00
• 1 8 "X10" CONCRETE CAP
I�IIIIt�tli'I�IIf {_I�IIII, 11lliitlllt�tlil —Ii t". EAM REINF. W /1 #5
VAPOR BARRIER III ONT.
�#5@48 "o.c.
-I I F
COMPACTED FILL I =,
•:
f -1I UJI f- SECTION 4
SCALE: NTS S -1
• �' WF12 (SEE SCHEDULE
FOR SIZE & REINF.)
EL
-8"X10" CONCRETE CAP
BEAM REINF. W/1 #5
CON T.
VAPOR BARRIER
#5 @48 "o.c.
COMPACTED FILL
{ I I EL. -1'-(
l-
�III�I IIIII SECTION 5
a
T.
SCALE: NTS S -1
WF12 (SEE SCHEDULE
FOR SIZE & REINF.)
Alex Kondrat & Associates, Inc.
STRUCTURAL ENGINEERS
Alex Kondrat - P.E. 458086
12900 SW 128 Street, Suite 104
Miami, Florida 33186
Ph. (786) 293 -2888 Fax. (786) 293., 8'i.a 11
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REVISION
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DATE 05 -06 -05
SCALE AS SHOWN
DRAWN JC
JOB 0504
SHEET
S-1A
SHEET 2 OF
6
REG. No. 10,
154