02-930-131SEC
.w a Ir w--&
SCALE : 1/V = 1'-0'
PRECA,ST CLADDW3 WILD LOADS - SECOIO FLOOR 5LM
F'B T A; AR=A
zON= 4
ZONE 5
N=Za FOS.
N=G-.
0 SO. F . UF 7O 10 5.^Z. F T.
-a0 4E. FS"- +5, .W =15~
-i410 FF +S530 FF
10 5O, FT. TO 20 Sa "T.
559 PeF +5334 P
r Q L Fc"_ • 2 4 1= e;
20 6O. FT. TO 30 VO. FT.
-56.: PT +51.e0 r -=
-66.54 Per- tv .M0 FeF
30 5O. ri. TO 40 50. FT,
_E.5B2 i=6= __50E7 a5:�
-6450 PF +5031 FF
40 SO. FTI T. T G aO 5O. F I .
+50.04
-62 °2 FF -t-5;OD4 Flot.
5O 5a. FT, TO 60 SO. FT.
-54.0 FF +4°3° Per
-VA2 FcF +4`33? Fe-r
i✓0 5O. t i. TO 10 50. F1.
-5332 P5: - 531 P5r
-6030 F5= 488i F5F
10 5Q. FT. TO 80 aQ. =i.
-53.01 F5= +4536 F5-
-✓3. FF +4336 FSF
60 Sl 2. FT. TO 040 50. ^ 1i .
-52B9 FF ;4104 F=F
-.8.73 FF +471a4 Fes"
50 SO. rl, TO = SO. =T.
-5222 FS= +4151F5=
-58.00 rS= *4 .Srt Fer"
ZOti= 5 IS 12'-3' L11D= AT GOB-7ER5
T4E F=ST OF THE BUILDINf I5 ZC\=- 4-
OWNER/DEVELOPER:
SUITE 404
4960 S.W. 72 AVENUE
MIAMI, FLORIDA 33155
305.662.1421
R FRAMING PLAN
L Ec. Eo
i lI I I 1 1 1 f
V G�-,J 5=4RIINIS 1!U ALL
i
5' G' IU NON 5=AR'NS WALL
CGNC. F, AN '_, 5T OT =�S
<f
CONC. B=ARIN -, COL U+"'iN
OR TIFF COLU"Ni
CONC. NON ';v : COLU11IN
OR TIE
CON C. CC' X N' OR TIE
CC! U�'N 3=LO,ll
PLAZA 5%
S.W. 57 T H COURT BETWEEN
S.W. 73RD AND S.W. 74TH STREETS
CITY OF SOUTH MIAMI
SOUTH MIAMI, FLORIDA 33143
Lrr
SLAB 'A'
5' CONC...'_A3 UP:4 6 12' BOT-10 I =A- UJAY
SIP-RJMPOSED LOADS
Fsp
FAR<NG AREA
D=AD
10
L11/=
5o
C:ONGf;r=TE STRENGTH NOTg:
CONCREFT= ST��Tri e 28 DA`'S S1-!AI.L 5_.
PC SLAB = 4500 Pal
F`C CONC. CCLU"iNS = 4000 FSI
- F`C CONC. UAL L S = -, O= Fe1 ...
1.- FOR SWEAR WALL RElN=0RG.
SEE 5;4==_T 5-12.
2.- F;�;R STRICT! I"�." I . NO I =S S==
5HEET 5-i.
S;?=_�JL=S AND
DE T Z!L r 6EE S1-I==T 5-1.
4.- FOR FOST T�;SIO: C= T `'PiCAL
NOT E 3=GTIONS SEE 5-5.
5_ i`�.CAST FANELS BY CTi-I=RS
AR= D=51GNED TO SUFFORT AN
IMPACT LOAD OF 10 000 L35.
6.- FOR BARRIER SAFETY CABLE
LOCATION 5EE ARCH, DIG--.5.
ALL LOAD-B=ARING CONCR I = MA50NRY UNIT v (c,,
5. IALL CONFOR"I TO 461111 C W 'STAND ;RD 6=Er_H IC4T10\5
iOR POLLOW LOAD BEARING CONC!RET= tIA50NRY UNITS,
U,THI A NET AR=A COMPf SwIvE STR_ENGTri OF MASONRY
OF 2WO F51. FOR, NON -LOAD =AR!NS WALLS TF;= NET
41z=A GOl' Ec5!Y' ST�� ; 4 OF I''AeoN4.p ' IS 25oo FFaj
CONS. I`1ASON><Y W4L L "�`S L='r=L StA,LL wE
05 c 4V, UL
DE LOS REYES
ENGINEERING, INC.
CONSULMNG STRUCTJRAL ENGINEERS
FCTOR DE LCS RE" ES, P.E.
FLORIDA CER nFICA1= NO. 33112, ES NO. 57C5
4C70 S.W. 72 AVE. SUITE 107. MIAMI, FL 33',E5
(305) 665-2773 FAX: (305) G55--2783
E-MAI; DELOSREYESWAMAW„B.COY.
TENSIOh1W5 N07-
TENS!ONI NG OFERATONS 6-HALL NOT CO; rSE NCE UNTIL TEST CYLINDERS
INDICATE TI'A T CON -R=i= LA5 REAC=1=D A MINI* GO`iFRr55(ON
STrR:-N'STF OF 3400 F 51
NO. DATE i��IO+V
CHANDLER AND ASSOCIA ES
t RCIRTECTURF, P.A,
AA 000 A ?-21-03 G-EK COOFD[Nl-' 1ON1
4940 S.W 3 uST Sf-T�r- 2
MIAMI FTC 33155
IM (305 669-7M
FAX (305) 669-7593
DRAVANG TITLE:
NO. DATE FEVlSION SECOND
FLOOR
PLAN
SCALE:
WE: 05-011-01 PERMIT SET
PRO.JE-CT NO:
DR+:WlNG NCB
q-9