02-930-134FIFTH FLOOR FLAN
PT-�SCAST CLADDiI U1M LOADS - FIFN FLOOR SLDG
ZONE 4
ZONE 5
TR 3:J T APY AREA
NE PCS.
NEB. rOa.
0 6a FT, UP TO 10 SQ. FT.
-60.45 Pa =I530 P:. =
-14.A0 PF ,5530 P5F
10 SO. FT. TC 20 SO. F t.
-5,5Z =S= +=,334 Py"
-6°.41 PS= +a334 PF
20 S0. FT. TO 30 SO. FT.
-56.55 PT +51W P5F
-66 4 PSF +51w PS=
.0 -Q. r i. TO 40 .Iva. F I.
-55.52 P6- 15031 PF
-6450 Per +50`31 Pw`
.0 5,2. =1. TC' O SO. FT,
-54.65 P F +50.04 P:
-62°2 P +SZZZ4 PC:
50 SO. �7 . TO 60 S^. FT,
-5L.0 PF +41.13S P5=
-61b2 PF +4.0_.3S PSF
60 50. FT, TO 10 SO. rI.
-53AS2 P5= +4831 PF
-60BO PF+46_61 PSF
10 $O, FT. TC E0 SO. FT.
-53DI PSF +4336 PF
-3'.51 PF +4E36 PF
EC SO. F7. TO SO 5,a FT.
-523 = PSF +41 S4 PF
-5613 PSF +41 e4 P5=
W 60, 71. TO 100 SC. = I .
-5222 PF +415 i PS"
-55.00 P5= 41.51 P5=
ZONE 5 1S 12'-3' VD= AT COF ERS
T'-1E FEST OF THE BOIL DINS !6 ZONE 4
OWNER/DEVELOPER:
PLAZA 57
S.W. MH COURT BETWEEN
SUITE 404 S.W. 73RD AND S.V. 74TH STREETS
4960 S.W. 72 AVENUE
MIAMI, FLORIDA 33155 I CITY OF SOUTH MIAMI
305.662.1421 i SOUTH MIAMI, FLORIDA 33143
i
t
LEAD
III I I I 11 1
a' c lJ=AP;'\'_-. WALL
5' C" -I NON 5EARINS WALL
GONG. PANEL, BY 01%4 RS.
CONC. 7-EARIN : COLUMN
OR TIE COLUMN
GONG. NON 3--ARINS COLU."iN
OR TIE COL57
®
GONG. COLUMN OR TIE
C OLU1"'N 5EL0JJ
CONCRETE STRENGTH NOTE:
GONGP= T E 5TREEN571-I e 25 DAYS 5, 'ALL 5=-:
PC SLA3 -- 4500 P51
PC CONS. COLUMNS = 4000 PSI
F'C CONC. WALLS = 4000 PSI
S,IFrIERIMPOSED LOADS
F&F
OFFICE AR=A t CCFC iDOR6
DEAD
38
LIVE
50
TZ�R?ACES
DEAD
i5
L I VE
100
��
1.- FOR 6.�1E45Z WALL RE4N= ;S.
SEE 6 HET 5-12.
2,- FOP 6 T P JG TjP.AL NO la S==
S 'EET 6-1.
3.- FOR COL Lt"IN 5 DUL E5 AND
DETAILS SHE 6�' =_T 5-1.
NOTES 4 6EC T ION6
5.- r=i GA6T FAN:;_ IOTH=R
ARr DE51I5NED TO SUPPORT AN
IMPACT LOAD OF 10 000 LD5.
(0. FOP 54.PPiEP SAFE T Y CABLE
LO -ATION ..E= ARCW. Di;.?---S.
ALL LOAD-BEAR!NG- CONCRETE MASONRY UNITS (CMU)
S HALL CON',-Oy 1 TO AS 7,1 C 30 '6TANDARD SP CIECA T IONS
FOR POLLOLU LOAD B=_4-RIN11-. CONCRETE MASONRY UNITS,
WIT, A NET AREA COMPRE551Y__ STR`' _.1-1 0= MAaCNRY
O= 2E00 P61, FOR NON -LOAD 5=ARIN' =, LU4LL5 Ti~ ti.T
AREA CO'`1PRES61VE OF M, :�'JN CY I S 2: 0_0 PSI
CONS. MA50NIRY WALL REIN=, Tr15 LEVEL SL 1ALL 3E
S vv 4E', U.O.N.
T - SICx W.s. NO
I
7NIN.r- O=R4TION'ALL NCCOi` EN ;E UNTIL T =SCYL NDERSi Ef :5«
INDICATE T 4,A T CONS=,H7 ?-45 R`AGLIED A MINI` l
5 T ;C-NS- =! OF 340C P.5.1.
CHANDLER AS�SOCIA.TES
ARC'IrMCMIUE, PA
NO.
DATE
NO.
DATE
►
DRAWING TITLE:
FIFTH
FLOOR
. DE LOS REYES
AA 0003050
PLAN
ENGINEERING, INC.
CONSULTING STRUCTURAL ENGINEERS
SUM
S Yv 73 ITE
SCALE:
HECTOR DE I.OS RcYcS. P.E.
FLORIDA CER-ii ICAit NO. 33112, = B NO, 670b j
hf�jylII �,, 33Lc,�
L
DATE;: 0� '01-0 i p;=RW E_ ,,
NO
PROJECT N�
PROJDRAI
4970 S.W. 72 AVE. SUITE 107. KAMI. FL 33155 I
C
NG
"EL• (305) 665-277E FAX: (305) 665-2753 I
E-MAIL: DELOSRc`CEaSRCAMAWZ=_.COM - - f
r G "9.-7M
FAX 0" 6S-7-T3
S-5
i
CSYlt3SP 20