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LEGEND
a' CMU BEARING WALL
a' CMU NON BEARING WALL
CONC. PANEL, BY OTHERS_
„ 3
CONC. BEARING COLUMN
OR TIE COLUMN
0
CONC. NON BEARING COLUMN
OR TIE COLUMN
®
CONC. COLUMN OR TIE
COLUMN BELOW
CONCRETE STRENGTH NOTE:
CONCRETE STRENGTH * 26 DAYS SHALL BE:
F'C SLAB - 4500 PSI
PC CONC. COLUMNS - 4000 PSI
PC CONC. WALLS = 4000 P51
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5'-5 1/2'
3'-
(J3115'-@'
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SUPERNPOSED LOADS
PSF
OFFICE AREA 4 CORRIDORS
DEAD
38
LIVE;
50
TERRACES
DEAD
15
LIVE
100
I.- FOR SHEAR WALL REINFORC.
SEE SHEET 5-12.
2 - FOR STRUCTURAL NOTES SEE
SHEET 5.1.
3.- FOR COLUMN SHEDULES AND
DETAILS SEE SHEET 5-1.
4: FOR P05T TENSIONED TYPICAL
NOTES 4 SECTIONS SEE 6-6.
5.- PRECAST PANELS BY OTHERS
ARE DESIGNED TO SUPPORT AN
IMPACT LOAD OF 10 000 L55.
Co.- FOR BARRIER SAFETY CABLE
LOCATION SEE ARCH. DWGS,
ALL LOAD -BEARING CONCRETE MASONRY UNITS (CMU)
SHALL CONFO}2h1 TO ASTM C 5m 'STANDARD SPECIFICATIONS
FOR HOLLOW LOAD BEARING CONCRETE MA50NRY UNITS,
WITH A NET AREA COMPRESSIVE STRENGTH OF MASONRY
OF 2600 PSI. FOR NON -LOAD BEARING WALLS THE NET
AREA COMPRESSIVE STRENGTH OF MASONRY IS 2500 PSI
CONC. MASONRY WALL REINF. THIS LEVEL SHALL BE
15 * 46', UDA
_WIONING NOTE:
TENSIONING OPERATIONS SHALL NOT COMMENCE UNTIL TEST CYLINDERS
INDICATE TWAT CONCRETE HAS REACHED A MINIMUM COMPRESSION
STRENGTH OF 3400 P.S.I.
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DRAWING TRLE:
OWNER/DEVELOPER
PLAZA 57
CHAMUa AND ASSOC M
ARCE11TECTURT, P.A.
"o.
DATE
n
No. DATE
" ON
L
i
FIFTH
FLOOR
DE LOS REYES
M 000m
PLAN
S.W. 57TH COURT BETWEEN
® ENGINEERING, INC.
SUITE 4O4
CONSULTING STRUCTURAL ENGINEERS
HECTOR DE LOS REYES, R.E. -"
A 73 L surr�
�Mj NT.. 33155
SCALE:
DATE: ' SET
S.W. 73RD AND S.W. 74TH STREETS
_-
�-� NO
4960 S.W. 72 AVENUE
FLORIDA CERTIFICATE NO. 33112 Er NO- �C
e;
-
MAYANG NO
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CITY OF SOUTH MIAMI
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AVE. SUITE ,°'• F4I 015 i 3-NSF zry :l
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�
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�
• r.