02-930-040GREASE TRAP, SEE MEP PLANS
ZONE 5 TONE 4
-14.40 PSF 400,45 P5F
46D2 0 PSF +55 PSF
281'-4'
2'-10' 106'-1' 13'-5" 9b'-2'
3' lf-6" 3'-6' " 3'-' -' 6'
-3
3'6' ' 3'-6' ' 6' 6-3-Il-b36' ' '3-611-6--6'
L -2'-0' 3 b 66 6 1� .466 bb Fbb 66 66*EL. o'_ml 66 66 66 6
60 66 3
ZONE 5 ZONE 5
-60.45 PSF -14. O PSF
+55.80 P5F +55-50 PSF
GREASE TRAP, SEE MEP PLANS
1
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iN 12' LAYERS T 135y. OF THE STANDARD UP P by. I I I 6 CONC, SLAB OVER 6 MIL vISQUE N
PROCTOR DENS TY TEST. SEE GEOTECHNTCAL I I I ON LEAN FINE SAND FILL COMPAC ED t
-- J_ 1 G J. C J. C.J. C�J. G J. G.J, G.J. C�J. C.J, G J- C J. G J.
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-14.40 PSF -i `� i u -� u -� u
M u u u u u PROCTOR DENSIT TEST. SEE GEOTECHNICAL u u u u
I +55.a0 PSF REPORT NOTED B LOW. REINFORCE W/ I I i ■ I
ZONE 4 FUTURE SLAB 1
6 X 6 W2.0 X W2.0 WELDED WIRE FABRIC, I■ I-60.45P5F
F I +5580 PSF i M I - EL.+O -0 -
J (P PLACED 1 1/2' F TOP OF SLAB. '
ZONE 5 TYP. GROUND FLO R SLAB M I ZONE 5 1
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or -
WORKING PONT 2a2'-a'
PRECAST CLADDIW3 WINDD LOADS - GR4 O
FLOOR FLOG
ZONE 4
TONE 5
TRIBUTARY AREA
NEG. P05.
NEG. POS.
0 SQ. FT. UP TO 10 SQ, FT,
40.45 PSF +55.60 PSF
-14.40 PSF +55.80 PSF
i0 60. FT. TO 20 SQ. FT.
-56.0 PSF +5334 PSF
413.41 PSF +5334 PSF
20 60. FT. TO 30 SQ, FT.
-56.55 PSF +51290 PSF
4654 P5F +51.90 PSF
30 SQ. FT. TO 40 SQ. FT.
-55.52 PSF +50.81 PSF
-III PSF +50B1 PSF
40 SQ, FT. TO 50 SQ. FT.
-54.69 PSF +50.04 PSF
42.92 PSF +50.04 PSF
50 SQ, FT. TO b0 5Q. FT.
-54.0 P5F +4939 PSF
-61.62 PSF +4939 PSF
60 5Q. FT, TO 10 SQ. FT.
-53B2 PSF +48V PSF
4050 PBF446.51 PSF
10 SQ. FT. TO a0 SQ. FT,
-53.01 PSF +4636 PSF
-5951 PSF +4636 PSF
a0 5Q. FT. TO 9m SO. FT,
-5259 PSF +41.94 PSF
-58.13 PSF +41.94 PSF
90 50. FT. TO 100 SQ, FT.
-52.22 PSF +4151 PSF
-56.00 PSF +41,51 PSF
ZONE 5 IS 12'-3' WIDE AT COMERS
THE REST OF THE BUILDING IS ZONE 4
GROUND FLOOR PLAN N
CONCRETE STiPJENGTH NOTE:
CONCRETE STRENGTH f 26 DAYS SHALL BE:
F'C SLAB = 3000 PSI
F'C CONC. COLUi"INS = 5000 PSI
F'C CONC. WALLS = 5000 P51
F'C FOOTINGS = 4000 PSI
3 JIMRNPOSED LOADS
Pep
RETAIL SPACE
DEAD
38
LIVE
100
MECHANICAL
4 ELECTRICAL ROOMS
DEAD
15
LIVE
150
LIGHT STORAGE
DEAD
15
LIVE
125
LECxM
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
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 6-1.
4: FOR P05T TENSIONED TYPICAL
NOTES 4 SECTIONS SEE 5-6.
5.- PRECAST PANELS BY OTHERS
ARE DESIGNED TO SUPPORT AN
IMPACT LOAD OF 10 000 LBS.
6.- FOR BARRIER SAFETY CABLE
LOCATION SEE ARCH. DWGS.
SO i L ST,4TEi~iENT
FOUNDATION SYSTEM CON515T5 OF SPREAD
FOOTINGS BEARING ON UNDISTURBED LIMP -ROCK
FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE
SOiL BEARING PRESSURE OF 5000 P.SF. BASED ON
GEOTEGHNICAL REPORT BY ARDAMAN 4 ASSOCIATES INC.
No. 99-3611.
DATED FEBRUARY 11,19913. GEOTECHNICAL ENGINEER
SHALL INSPECT FOUNDATION AND SLAB SOIL
AND CERTIFY SOIL CAPACITY AND COMPACTION.
ALL LOAD -BEARING CONCRETE MASONRY UNITS (CMU)
SHALL CONFORM TO ASTM C 90 'STANDARD SPECIFICATIONS
FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS,
WITH A NET AREA COMPRESSIVE STRENGTH OF MASONRY
OF 2a0@ PSI. FOR NON -LOAD BEARING WALLS THE NET
AREA COMPRE551VE STRENGTH OF MASONRY IS 2500 PSI
CONC. MASONRY WALL REINF. THIS LEVEL SHALL BE
"5 a 48', U.O.N.
ZONE 4
-60.45PSF
+5580 P5F
DRAVYING TTILE,
OWNER/DEVELOPER
CHAM ,E,R AND ASSOCIATES NO. DATE REVEON NO. DATE REVISION GROUND
ARCHITECTURE, P.A. � 6-23-02 STORAGE
PLAZA DE LOS REYES 2 _ FLOOR
'"""�'�
ENGINEERING, INC. AA 000305D 6 12-o ELECT. ROOM
CONSULTING STRUCTURAL ENGINEERS 01-21-03 GEN. COORDINATION PLAN
C S.W. 57TH COURT BETWEEN HECTOR DE LOS REYES, A.E. 5%0 &W 73 Sr. SUrM M SCALE.
SUITE 404 FLORIDA CERTIFICATE N0,331i2, Ef NO, 6705 AUMH FL DATE 05-01-01 F"Ei AiT SET
n �/ S.W. 73RD AND S.W. 74TH STREETS 4970 S.W. 72 AVE. SUITE#` ' M1, ►� 155 PROJECT NO:
4960 S.W. 72 AVENUE ENUE TEL (305) OS EYES 4 ♦ o`F\ 1(3D5 4 �314 DR�1WiNC'a NO
MIAMi, FLORIDA 33155 CITY OF SOUTH MIAMI E-MAIL DELOSREYES.CAM� .. TM G�OS) �¢„�
SOUTH MIAM! FLORIDA 33143 "�� ���� ; ` FAx c3 c��-73 _
305.662.1421 ,
f