02-930-043ZONE 5
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ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 5
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a +55.50 +5@PSF +@ PSF +550 PSF 55PSF 5W PSF A+550 PSF +55,60 PS+55.80 PSF +550 PSF +55to PSF a1
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-14.40 PSF -6@.45 PSF -60.45 PSF @45 PSF -60.45 PSF -60.45 PSF -60.45 PSF -60.45 PSF -6@.45 PSF -6@.45 P5F -60.45 PSF -60.45 PSF -60.45 PSF -6@.45 PSF -60.45 PSF -60.45 PSF -60.45 PSF -60.45 PSF -60.45 PSF -b@.45 PSF -6@.45 PSF -14.40 PSF+55W PSF +55.a0 PSF +55.a@ PSF 5 a0 PSF +55 a@ PSF +55.a0 PSF +55 a0 PSF +55.a@ PSF +55.a0 PSF +55.a0 PSF +55E0 PSF +55.a0 PSF +55.a0 PSF +55W PSF +55 a0 PSF +55.80 PSF +55M PSF +55.a@ PSF +55.a@ PSI= +55.a0 PSF +55M PSF I +55n0 PSF
PRECAST CLADDINCs WIND LOADS - FOURTH FLOOR BLPG
ZONE 4
ZONE 5
TRIBUTARY AREA
NEG. POS.
NEG. FOS.
@ SQ FT. UP TO 10 50. FT.
-60.45 PSF +55.a@ PSF
-14.40 PSF +55.a0 PSF
10 SQ. FT. TO 20 SQ. FT.
-560 PSF +53.34 PSF
-69.41 PSF +5334 PSF
20 SQ. FT. TO 30 SQ. FT.
-5635 PSF +51.'50 PSF
4654 PSF +51.430 PSF
30 $0, FT. TO 40 60. FT.
-5552 PSF +5051 PSF
47450 PSF +50.61 PSF
40 SQ. FT. TO 50 SQ. FT.
-54bt PSF +5004
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50 SQ. FT, TO 60 SQ. FT.
-540 PSF +4t3t PSF
41.62 PSF +4t3t PSF
60 60. FT. TO 10 SQ. FT.
-5352 PSF +46.61 PSF
-6050 P6F+48.81 PSF
10 SQ. FT. TO a0 SQ. FT.
-53.01 PSF +46.36 PSF
-5t51 PSF +4636 PSF
a@ $0, FT. TO 90 W. FT.
-5259 PSF +41.94 PSF
-5613 PSF +41.94 PSF
50 60. FT. TO 100 SQ. FT.
-5222 PSF +4151 PSF
-58.00 PSF +4151 PSF
ZONE 5 IS 12'-3' WIDE At CORNERS
THE REST OF THE BUILDING IS ZONE 4
FOURTH FLOOR PLAN
SCALE : 1/V = I'-O"
SIONii�l4 NOTE
TENSIONING OPERATIONS SHALL NOT COMMENCE UNTIL TEST CYLINDERS
INDICATE THAT CONCRETE HAS REACHED A MINIMUM COMPRESSION
STRENGTH OF 3400 P.S.I.
Nomel
I: FOR SHEAR WALL REINFORC.
SEE SHEET 5-12,
2.- FOR STRUCTURAL NOTES SEE
SHEET S-1.
3: FOR COLUMN SHEDULES AND
DETAILS SEE SHEET 5-1.
4: FOR POST TENSIONED TYPICAL
NOTES 4 SECTIONS SEE S-a.
5: PRECAST PANELS BY OTHERS
ARE DESIGNED TO SUPPORT AN
IMPACT LOAD OF 10 000 LBS.
b - FOR BARRIER SAFETY CABLE
LOCATION SEE ARCH, DWGS.
SUPERIMPOSED LOADS
PSF
PARKING AREA
DEAD
10
LIVE
50
OFFICE AREA 4 CORRIDORS
DEAD
36
LIVE
50
LEC+_0
to CMU BEARING WALL
a' CMU NON BEARING WALL
CONC. PANEL, BY OTHERS
CONC. BEARING COLUMN
OR TIE COLUMN
CONC. NON BEARING COLUMN
OR TIE COLUMN
®
CONIC. COLUMN OR TIE
COLUMN BELOW
CONCRETE MASONRY NOTE:
ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM
TO ASTM C W 'STANDARD SPECIFICATIONS FOR
HOLLOW LOAD BEARING CONCRETE MASONRY UNITS,
WITH A NET AREA COMPRESSIVE STRENGTH OF MASONRY
OF 2WO PSI.
REINFORCEMENT:
ALL MASONRY UNITS * THIS FLOOR TO BE
REINFORCED W/ * 5 i 48" UAN.
CONCRETE STRENGTH NOTE:
CONCRETE STRENGTH 0 28 DAYS TO BE -
PC SLAB 4 BEAMS ■ 4500 PSI
PC COLUMNS -- 4000 PSI
PC CONC WALLS = 4000 PSI
DRtAVVING TITLE:
OWNER/DEVELOPER
PLAZA 57
C�vnUM AM A&SOCAWS
ARCFUMICTURPI, PA
NO.
DATE REVEM
NO. DACE FEVION
FOURTH
DE LOS REYES
FLOOR
ENGINEERING, INC.
� STRUCTURAL ENGINEERS
AA °0OM
PLAN
S.W. 57TH COURT BETWEEN YYEEN
CONSULTING
�A�:
SUITE 404
S.W. 73RD AND S.W. 74TH STREETS
HECTOR DE I pS REI�s, s,z ;
T' r
FLORIDA CERTIFICATE N0. 33tt�; E* �`a�� �t�
�' "� '' ��
_
4 SW 73 ST. SUITE 206
.ass
DATE: 05-a-01 PERMIT SET
PFiOJ M NO s�a2t
4960 S.W. 72 AVENUE
4970 S.W. 72 AVE. SUITE 107. = + ,�lr1fAM1,F c�1S,���� rt�Y �,
TEL FRX 5) GG5-27Y.
DEIAWINlQ NO
MIAMI, FLORIDA 33155
CITY OF SOUTH MIAMI
(505) iG5-2i7i r�3
E-MAIL: DEf OSREYES+CAIdAWE..co►4s ti =�T- 1,.
11�i. G905) G&7392
�� .
R_ n
305.662.1421
SOUTH MIAMI, FLORIDA 33143
FAX (305? 6a9-7M
r
.^ L .o �' r
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i.
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