7615 SW 62 AVE ERPB-07-078-031 COLUMN SCHEDULE FOOTING SCHEDULE T/FTG
SEE P
VERT. REINF. OR/ COL TIES OR/ REINF.
MARK SIZE CAP PL. AND BOLTS BASE PL. t AB'S REMARKS MARK DEPTH SIZE 30 DIAM LAP
C-I 8'x24' 14-06 " 3 g 8' O.C. 4 SETS OF TIES ll) BOTT. LONG BOTT. SHORT TOP LONG TOP SHORT
e
F-1 1'-8' 9'-0'x8'-0' 11 - 05 12—" 5 9-" 5 10-05 -5'-31/x' - W
C-2 8'x24' 14-06 " 3 Q 8' O.C. 4 SETS OF TIES (2) N
F-2 I'-8' 9'-0'x1'-0' 9 - 05 12-05 8-05 10-05 -5'-3�iz' T/FTG
C-3(IL) 8'x24' 14-06 " 3 6 8' O.C. 4 SETS OF TIES (2) F-3 I'-8' « " 11—"5 -5'-3'i ' _ (3) •_5
10 -0 x8 0 11 - «5 15- 5 9- 5 2 N
C-3(2L) 24'x8' 12-06 " 3 g 8' O.C. 4 SETS OF TIES (2) 1'-8' 10'-0'x10'-0' 15 - •5 15—" 5 11-" 5 11—" 5
F-5 1'-8' 8'-O'xl'-0' 9 - 05 11-0 5 B-05 9-05
:::;:::::::::. `.
4 SETS OF TIES (2) 3.
G-40L) 8'x24' 14-06 " 3 8' O.C. F-6 I'_0' 10'-6'x10'-0' 13 - •5 13-« 5 13-" 5 13-" 5 -S'-3'� '
?.
z REINF. SAME AS
IN FTG. SCI4EDULE
C-4(2L) 24'x8' 12-" 6 " 3 10 8' O.C. 4 SETS OF TIES (2) WF-24 I'-0' 2'-O'xCONT. 3-05 CONT. 0510 14' O.G. 2'-8' '
WF-36• 1'-0' 3'-O'XCONT. 4-•5 CONT. " 5,s 14' O.G. 4-05 CONT. M 5s 14' O.C. -5'-311/2'
C-4A 24 x8 x16 12—" 6 " 3 m 5' O.C. 4 SETS OF TIES GRADE BEAM SCHEDULE f'c= 3000 pal
WF-36A I'-0' 3'-O'xCONT. 4-05 CONT. • 56 14' O.G. 4-05 CONT. « 5g 14' O.C. -5'-31iz'
G-5 16'x8'x18' 12-" 6 »3 im 8' O.C. 4 SETS OF TIES x_39 1'-0' 31-3'XCONT. 4-"4 CONT. " 46 14' O.G. 4-'5 CONT. » 510 14' O.C. -1'-0' MARK SIZE WxH TOP REINF. MID REINR BOTT. REINF. STIRRUPS T.O.B. SECTION STEP FTG TG-1 8'x16' 4-05 » 3 g 8' O.C. WF-44 I'-0' 3'-8'xCONT. 4-04 CONT. " 46 14' O.G. 4—"5 CONT. " 50 14' O.C. -I'-0' G5-1 12'x19' 2 M 5 - 2 M 5 " 36 12' OC. 0'-I1' 1 GUTlERljLP\,EZ
TG-2 10'x16' 4-" 5 " 3 8' O.C. • WF-36 REQUIRES A 8"x8" KEY AT THE END OF HEEL. EXTEND TOP SHORT REINF. INTO HEEL AND ADD 1 "5 CONT. ON SCALE: 3/8'■I'-0'
BOTTOM OF KEY. SEE DETAIL SECT Cl/52-1 & LOZANO
F.0 FILL CELL 1 -05 VERT. DOWEL IN GROUT FILL CELL +- - - _ n
PROPE TY LINE L1
RCHITECTS
NOTES:
8 GMU WALL - --- I. COL C-1 IS ONE LEVEL IN HEIGHT FT. A W. STATE ROAD FL S333 17
' `r FT. LAUDERDALE, FL. 33312
-_ 2. COL G-3 t C-4 CHANGE ORIENTATION
OF SECTION ON SECOND LEVEL PHONE: (954) 321 —3442
HORIZONTAL JOINT = = 102'-4' l'_4e $' FAX: (954) 321 —3864
REINFORCING B 16'
O.G. VERTICALLY = _ 3'-0'
19'-0' 151-81 181-81 4' r-
CONC. SLAB WF-24 WF-24 I REVISIONS
FINISHED GRADE
. WF-36 I S-2. WF-36 WF-36
• _ MW-3 I MW-3 MW-3
_ -- t—
N N
8 i 4
tt 10 1
- - -- --- TG_, • 21_1' 8'
. � C-3 I I
• . N C-4 C-4
" 5 a 14' O.G. `r •
2'-0 3 - 05 CONT. I I
FOOTING AS „ ', `� ( I I ( I I I I MANUEL GUTIERREZ ❑
PER SCHED. 8 -0 8 18 -0 18 -0 I 18 -0 45 -0
STATE OF FLA. REG. No. 8253
• F-4 F-3
LL
F-3 F-4
cn • I
TYP . DETAIL 0@1 C MU WALL 2 -36A •
m
3 6 6Y/4' 1'-0' S-l.l I _
- <.
WF-24
MW-3
� . r ' 18'-0'18-0 '
F-2
• CARLOS LOZANO ❑
STATE OF FLA. REG. No. 0014722
J � •
WF-36 I"..17..1 0 •
Fl MW-3
. .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - C-1 - -
L C 2 C 1 C 2 `' I
e I I I I ! I I I I
— I I
I -
S-2. I I s_2.1
F-1 � � —' F-1 � � F� i I
Gl 8..
29'-9' S6'-8'
5-2.1
SLAB ON GRADE IN.LGJ
4' MIN. CONC. W/ 6'x6'- WIA / W1.4 W.W.F. I I
OVER 6 MIL POLYETHILENE VAPOR
T.O. SLAB T.O. SLAB BARRIER ON CLEAN COMPACTED
t0'-0" -4-3 1/2 (TO 96% MIN. COMPACTION) FILL TREATED
RAMP FOR TERMITES. I I I
B I B SEE CIVIL PLAN SLAB TO BE PART OF FUTURE TENANT PAi�GING 0 0 0
:............................... ................................_..-................................................................._..._._............................................._......................................................................_.........................................
_..._................:;:;; ...__...._.................._........._ ,
FOR LEVELS I IMPROVEMENT PERMITS.
cq 1
ALLOWABLE SOIL BEARING
PRESSURE = 2500 PSF
I I -
I I 2'-l'
I I �
29'-9' 8' 9'-0' 9'-2' I F-11 18'-6' r
I F-2 I I I I I I I I I a CO
o
� I WF-24
1/o MW-3 -� ' J MW-2 I I I ( w
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C-1 C-1 C-2 W Co
I C_2 - - - T.O.F. -5=31iz'" L
WF-36 I I I N I W w
s-2. - - -, —� • �,
I I I I W ►� E
r I STEP FTG. I STEP FTC.
o MW"2 SEE DETAIL 1/51.1 SEE DETAIL 1/51.1 F-1
WF-24 MW-2 T.OF. -8'-31iz
a " N MW.3 I
v TC-2 • , ,_ • F-s • m I I SHEET TITLE
m I 8 UJF-3 10'-6'
IF
O MW-2 N
i1p C F 4 • ELEVATOR F I F-4 �- I I FOUNDATION PLAN
I I
1 5-2.1 N -
UJF-36 tt I 3' 2'
4'-8' 1.-0. F 8 6 -10 8 1 -6 b'-01
m I I z SCALE: 1'. 1/4'
U S-2 - ----- -��AF= ----�- -- ---- ----- -a I I C-3 I I C-4
• _ ( MW-3 C-4A - - C 5 - - - - - - - - 0 - ►-
TC 2 -
=
JOB No.:
I 1'-8' SE CIVIL PLAN I I I I O
.ol I Fo LEVELS
`^ ,T X10' 4'-0' 1/2'-0' l'-8' 9'-8' I -10 WF-36 L n WF-36 _MW-3 I DATE:
_ 09/12/08
o I 24'-2' . . . . . . . . . I MW-3 ' . . . . . . . N . . . . . . . . . . . . . . . . . . .
a1'-4' $' 12" 5'-8' 4'-4' -5 t>J .
V7
J v SHEET
Ur--36 - — ! PEB.�1T ENGINEERING SERVICES, INC.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WF-36 WF-36 501 PIKE ROAD,
� I C1 WEST PALM BEACH , FL 33411 S - 1 . 1 MW-3 5-2.1 PH: (561) 689-398l
�- - J
T.OF. � -8'-31�z e.
FOUNDATION P L1 1N CERT. NO. . KWAN 6
STEP FTC. ALBERT P. KWAN P.E.
SEE DETAIL I/5I.1 SCALE: I14' = 1'-0' i PE 55185 OF
s MARIANI