00-0445-033 4" THICK CONC. SLAB
4 SEE PLAN 4
f ASCE 7 - 93 WIND LOADS ON COMPONENTS & CLADDING FOOTING SCHEDULE
------------- ------------------------------------------------------- WIND VELOCITY = 110 MPH
=III=III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III =III= IMPORTANCE FACTOR = 1.05
_ _ _ _ _ =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III = EXPOSURE CATEGORY "C" BOT REINF.a a III III III III III III—II'
TOP RENF.
MARK ELEV SIZE DEPTH
L.W. S.W. L W S.W REMARKS
III =III- 100 200 500 WF-24 -1'-4" 24" x CONT. 12" 3 - #5
ZONE 20 ff-24A -1'-4" 24" x CONT. 12" 3 - #5 3 - #5 EXT. 6'-0" INTO ADJ. WF-24
CF-2
SEE SCHED. ZONE ZONE ZONE WF-36 -1'-4" 36" x CONT. 12" 45-- #5 #4 0 24" r* #S
1 -42 -41 -38 -37 -37 -37 5 4 5 4r2 -'�I,ar �'I.� X G�N=T 6�f f CD`�j ���, C�� ���L �7 I�'t�1RlCE••C��I..,•A.LA. i1R0014885
SECTION F3.0 1'--4" 3'-O" x 3'-0" 12" 3 - #5 3 - #5
. „ 2 -82 -71 -fit --Gt -61 THOMAS T. A. AR4�8fi
_ ,_ -89
SCALE: 1/2 - 1 0
F4.5 -1'-4" 4'-8" x 4'-6" 12" 5 - #5 5 - #5 .
I 3 -89 -82 -71 -61 -61 -gt a = 3.5'
TYPICAL WALL ELEVATION F5.0 =1'=4" 5'-0* x 5'-0" 14" 5 - #5 5 - #5
F10x12 4' 0" 10' 0" x12' 0" 16" 5012" 5012" 5012" 5012"
olw a- 4 -48 -45 -42 -41 -40 -37
QI? a`�
Q. J 20'-8" 30'-10 3/8" 4" '_ » '_ " #5 0 8" #5 0 12" •rQ�
1. 5 -61 -57 -52 -48 -42 -37 CF-1 -1, 4" 3, 0» x WIDE 16 » " " #5 0 8" #5 0 12" o C
" CF-2 -1-4 4-6 x WIDE 20 #7 0 6 #5 0 12 #7 0 6 #5 0 12 04
9'-4" 9'-4" t _p 12'-7 7/8" 4'-11" 13'-3 1/20 eo
4 & 5 45 43 41 39 38 34 � p �
0
V
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101 - CONCRETE COLUMN SCHEDULE W
WF-24 ' WF-24 `� PROPERTY -" r. °"
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VERTICAL TIES
------— i I r--r--- �r = 1 MARK SIZE (in.) REMARKS � en
of
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1 -4 1-'� I F3.0 \ F3 Q� I ' od V
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MATT FOUNDATION I 1 0" 2 12 x 24 8 - #6 0 12" O.C. (2/SET) TYPE "B" .� _
oo O 28 THICK " IO EXISTING 3 24 x 24 8 - #6 0 12" O.C. (2/SET) TYPE "C" O
I w/ #5 0 8 E.W. V
N TOP �& BOTTOM I " " PIER 1 4 8 x 16 (MIN.) 6 - #6 1 0 8" O.0 TYPE "D" •- to OC
4 THICK x 18 HIGH o� F- W
2• r I CONCRETE WALL 5 12 x 24 x 24 8 - 5 0 12" O.C. (2/SET) TYPE "E" 'y `� a.
S.2 I I I w/ 3 0 8" VERTICAL
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b1 1 I & HORIZONTAL 0 4 s C O
t i i COLUMN TYPES: ,p 0
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TYPE "E" a: ui
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INN I SEE DETAIL 3I •,.••I• cO
t ALL SPLICES TO BE CLASS C U.O.N.
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4 N 010 I N 2 SEE DETAIL TYPICAL PROPERTY LINE
' " FOOTING DETAIL SCALE: 3/4
" = 1'-0"
... . ... ....
DENOTES 1 - 5 1 'F3.0�t -6 1/2
# .
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00 BLOCK CELL (TYP.) I m• I 8 8" I I j 2 2 00
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`I° -24 J L__J L- ---- , N STEEL
N F3.0 : F3.0 CF-1
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ICJ' i = ------t- STEP FTG I 1
I N 1 F10 x 121 SEE DETAI ' ��
I t 1 1 I N :•.
3 ' , V } 8" x 16" 'ii: DENOTES 1 - 5 in
rJ I I 5 1 I 00 �- CONCRETE BLOCK
El
S.2 I I N 1 I I AS SHOWN .. CONCRETE FILED
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j�4" '-4 0' 8" 1 i i 3 4 2'_4 CF-2 I w N P4
U- r'' `'I S.1 ---- ------------ 4 NOTE: 0
3 , ,O 4 I 1 O , STAGGER COURSES TO
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1; I I 1 OTING DETAIL W U.
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3 I O wF—z4 0 0' i i NO SCALE CALE: 3/4 = 1-0 H, O, O
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D.C. ... ---------------� e� • W
J LIO O r-- O H Z V
I... ........ ....................I..... ....................................
Z V
I I , W N
I I Li rJ L__r______________ Y
_ O I I N I i F4.0 I �-
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M ON I NI I I I In » I t w = = m
31 1 J 4 .�� �' �B i 0° COLUMN 4 BEYOND
0 �- i ,L I � WF_24-_ I* REIN. w ,6 x 6 • Wt4 x Wt4 W.WF I O » v�
I 3 I 3 I I N OVER 6 ML VAPOR BARRIER ON f �t +0- _ _ _ _ - — - —- — - — - — _ _ -— -
11 COMPACTED FL: ( SEE SOILS RFPORT ) I �, 0 <
----- i 13:
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O 00 I I I a �1 o FIRST FLOOR III III III III III: I I III III III -
(,`�J N V!
, L_______J ______________&ly____________� _ _ _ _ III III III I I : III III I ! l III I
......... .... .. _
__________________________________________ -_____________:_., _ _
WF-24 WF-24 WF-24 N ` ELEVATOR PIT WALL, I U- — _ — 8 CONCRETE WALL —_--_ = III III III I ! III III III III I
UPI I j 3 0 (��- -III—III w/ 5 0 12 VERTICAL
31 _ 1 III=III= tT 012" HORIZONTAL -111----III I I I I• WF-24 = = '(P. ALL AROUND) III=III- • • • • • • •
# 0 8 = III I III I
DOWELS OUT =III= SE ARCHITECTURAL FOR --
Or` WF-24 I I=11 I EXTERIOR WATERPROOFING 1 I(=11 111 III I ( III -
23'-6" 28'-0 3 8" =I I(_ MEMBER 111= #7 0 6" O.C.
• •
_
4" 51'-6 3 8" �I 3" CLEAR
3" CLEAR COVER
TYP. ALL AROUND
''=111=111 11=111=111=III=111=III=111=III DAM 09.15.2000
N F10 x 12 BLOCK OUT FOR SUMP PUMP M Na
SEE SCHEDULE COORDINATE w/ ELEVATOR
FIRST FLOOR / FOUNDATION PLAN MANUFACTURER SECTION ° D"'" M
SCALE: 1 8 = 1'-0
�.. � �„������SFn�TIQ . TN RU CF-2
3 CALE: 3/4" _ 0� 1'L�:rfi r� clic By, M. . a�..1
SEE ARCHITECTURAL FOR DIMENSIONS NOT SHOWN `,�• `�
ERIC COLVILLE, P.E• O 09.18.00
r {
7531 SW 63RD COURT C�
� j:$.OUTH MIAMI, FLORIDA 33143
SECTION 667-6505 FAX (786) 268-7089
1 �� ^ �1��R CQLVILLE #40,924 STRUCTURAL
CALE: 1/2" = 1 0 ,I I3rt,n -.