02-930-042ZONE 5
ZONE 4
0.45 PSF TONE 5
0 P -6
PSF +55.a0 PSF-14.40 PSF
+55�0
ZONE 4
+5580 PSF
- ZONE 4 400.45 PSF 13 ANN—r- 1 13
TONE 4 14(51M)
p 14(61M.) -60.45 PSF +5580 PSF o 5-11 p� 5-11 14lSIM) 6-11 -60.45 PSF 5-10
m 6-10 +55 a0 PSF m �[ a `n m11 2a2'-a' 5-10 m ,n +55 a0 PSF t a��
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y 1 1 1 1 1 1 1 , 1 - 1 X lal ,
X -0 X 11'-0' X II'-0' �� _ I X 11-@ 1 X Il -0 - X II -@ _ X 11-0 ,�, -D X III-0 X 11-0 X Il -0 X II' 0" � X III-0' X -0 -0 u, - X 111.01X la -0 X 5'-6' .9
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X X N I X ,- x I m X m BARRIER SAFETY CABLES A :r `"
+55.a0 PSF _ , UNIFORM L 1 to 1+ CHASE a" CHASE a' 1 CHASE a 1 CHASE x -
4 _ 1 - F--25b Kc Ft 1� 1 I ( 4 1' F=16.91c> r �" 1' I 11 1, 11 12��
lA 11 11ANS 1' 4'� UNIFORM K
F=25b r�TSEL MEP EL
4' 1' 3' 2' 3' 3' 4' 4' 3' 31 2' 4' 11 31 31 11 1+ g .- '
w F=1691cfr
30 EL. +22'-4' I 0 s
all_ «-I I
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-60.45 PSF il+ 5 f _ 5+5 I I I r _ 66'-5 I/21 5H-I , ; r - I' -a' X -@' la'-41 t 1'-01 TONE 4
+5580 P5F X 14'-0' k i212'= `I`" - - I SH-1 SH POUR � 5H 5H
� � O I I e 21x -60.45 PSF
21 i 21 21 21 SH" O +55.a0 PSF
rt 29'-1'*5 I I m 10+5 fL 12*5 _ I 12*5 + 12 *5 * p
la'-4' 1 I'-0' X 14'-0 I 29'-1' i 1-0' X 14'-@' QC 29'-@' @ I 0 I 29'-0' I'-0' 29'-0' X 14'-0' 1'-0' 29'-0' p_@' X 14'-@' 29'-0' 1'-0' X 14'-0' 4,51-21 ;r
� � 1 O I � 0 � � � � ZONE 4
1 - '
TONE 4 a + i I ( IL/ In1�1 I -' j.0 Ic, �,IN I -60.45 P5F
60.45 P5F X 4'-6' I I I �,Ix I a �Ix a x (,Ix _ _ __ - - - - - - - - I 1 1 ,
X 4 5 1„ 'n - b s "� 6+ I +55�0 PSF
+55 80 P5F CN POUR 2 .r + 4 + 1 'TEMP. y O + 4 la" TEMP. z Y X 5'-6' �..
3@ �_ -_ - W .._..�...�..�.--. -__- �------I------------ -I---------___�--- -I- I o+4Q12X4'-0 3@ ,-
- _
N 1= I I I I * 4. 12' +* 12' X 4'-@' I I I I L I- T t B. a � 1
1
r �r EL. +22'-4' UP RAMP (0% a - 4 t Y I _ y- x I I r RAMP DN. 6 I �I- X •
I M - - I - I 1=L. +il'-3' I UNIFORM J
1 4'I >. I 1' F=25,6 KrrT l' I I IX 4' F=24b KiFT �1 I I 1` I 1' I 1' I 11' '� 4' F--24b K/rT
=25 KiFT :; 4' I I I' I 2"---- 0110 14 1 ►' I I' I I' 1' 4'
_1 I 2'-@' I1 -0
1 2@11-0' 1-0' '-I1' 2'-53'-4' i'0'16-029'-0" 29'-@' 29'-0' 29'-0' 23'-0' 16'-0' ,
i
-01
I - ZONE 4
TONE 4 `A 6 + 5 O 6* ;-
24 A[1 "r 4 5 * rp' I - 5H- 5W-1 SH- ;fp 4 + 6, 5H- X 5'-6' % N-6@.45P5F
-60,45 PSF -6' O D R 1 I I O O I .o O D D
_ 24 3@ +55.a0 per
-
1- 80 PSF 5* 5 _ DI I " 21
N 130 - 1 � SH-1 SW-
a+5 O 21 I 21 21 21 - a, 1 .
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SW
X4' 6�■ 60 I * + I 1@+5 10.5 10*5 1 a XI 6 rt
to i I I X 14'-0" X 14'-0' X -0 +* 1
m„ X 14'-0' X 14'-0' X 4'-6' b
+ 10 1 I
WIN1 _
ON
_ I -x ' N
6l X P4 + X _6 � N ■ 31 X '
N b N 1, 1 1 1 1 1 A
X „ x „ I `� 11 X u 4 -10 2 -6 -a +n , :r
21_/ 1 4'-10' ;,� is
an CJ
' I 1' 4' 1 ►� I - , - - F=23b' KIT 1C -�' 1 4, UNIFORM G
UNIFO F 4l "LL
11 Y X F-Z3.6 K*7 1 �4 1 v m-- -F=23.@K/FT
K,�r I 5 12 X a- I N s �„ ,n m* 5 121 a + 5 35' 1' M - * 35" 1(SIM.) - _ 2 - _ 1' "` t b,n N NI' a .n I 1,$- I -6
ZONE 4 T f f5'-6' -T' 8'2 I- r ..n 1 1 A,� 1 1 - '! 19 r 'ZONE 4
-6@.45 PSF 1 2'` 11
' 23'-@i -1 1_ 1 I , 1 1 A I 1 A 1 I 1 1 ' 1� , M 1 _a . I N 1 1 _01 Y-0, 11_ 1 2a'-a' 1 a' 13'-4" I'`a' 6'-21 81- 1. , a' a" - 23'-01 - N+55E0 P5F 30 '411 1 a -1 6 -2 ►n I -a 13 -4 I -a 2a -4 ,� 2a -4 I -a 9 -a 1-a 3 -0 0 6 -1 30 I-60.45 PSF
YP.' a" 5 Ma+ 5 a+ 5 11 a+ 5 8+ 5 M a* 5 8+ 5 14'- 4+ 3* 5 +55W PSF
r I _ I i " _ 1 4'-0' X 14'-0'
I
2 -6
X1 e
a,5 a*5 605
■ ■ -
47`1.- 8 1 A V X 14'-0� 12 N 5 - 8 8 5 X 14' -50 O 4 a
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N " >n • ,,� y "` * 5 * 12, / ,'%" ;. '<.-I r: M 5 121 m un `9 Q ................w.............'."4
X °' ^+ .9 AL 38-1 1151M) A �, �; ,n ` x m
-r x x 11 N m X 4 -@ �r a X 4 -@ a X M UNIFORM D
UNI E I Al 1 " u N , r X 1' I•o 4
ZONE 4 4 1 1 1 1 ° 4 1' 1' 1' 4'
F=19.1 �, =19.1 b - 1 - + F=la,1 KiFT
-60AB, PSF 4 5 4 =r I I 1 1 "cn Il 1 1 - 1 f 4 4
+55�0 PSF - X 4'-6' m m Y 4 -@ 3B-I B-1 L /a u "' r X 4'-6' N ZONE 4
m
k 30 - N 0 e n 4M 5 * 6 ■ _ - _ N 30 _ CV -60.45 P5F
_ +55W P5F
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1 , 1
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1 `@ 16'-@' 31'-2' i'-0' 29'-O' f 1'-0' 29'-O' r 1'-0' 29'-@' a 2''-6'
vo
6 •5 r 4 14 O 14 O 0 14 14 SH-1 rt X r 16� 5H- - 14 O 14 O - 4
1 -
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X 14'-0' - TC 12'-0' - X 15 -0 X 14 -0 X 14 -0 - X 14'-0' X 14 -0 X 14 -@ X 14 -0 0
ON C-4
ZONE - _ - *4+I21 *4 *12' + + + + 5+_5--- a_ _ ZONE
,► + + 1 .fl + + 1 - ------ _ _ - _---- _ 4 11 _ 12 _ _ _ �_ In7n X12'-0' X - x IQ-6@.45PSF
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x �, r +55�0 PSF
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F=25 KfT 4, II I la I 1" I I' I I' I 1' a1 x 1' it 41 -cq
9
- -
j
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a(51M. M I �' I- I I il' I
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,- POUR 11 2 - I N I I I In
6 * 5 � � (co
a IX � I X + 4 *IZ' X 4'-@' = I � I POUR � 1 e I " � 1 �
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a 5 N 8 5_ C
"# a' ; CHASE a X 1 a t CHASE ,
O _5 r$ a + CHASE a ►CHASE K SEE MEP PLANS 26 rt
x 26 SEE MEP PLANS o SEE MEP PLANS N O
5EE MEP PLANS 4 N , 0 IN IF0FM B
r1 11 _ 1' " 1' "a x 1' - 1' - X �Z 4' F=235 KMl
UNIFORM 4''' _
F=23.a p @� 16'-a' I'-4' 1' 31'-2' rr I'-@' 1' 2'�'-0' 11"@' 29'-@' rt T 1'-0' 29'-@' *- I'-0' 29'-0' 1" 1'-0' 29'-0' 1' 1'_@� 29'-0' :; ►- I'-0' 1' 31'-2' 1' 4' 16'-8' 35' 1'
ZONE 4 N - 3 SH-1 O SH- O SH- SH- O O SH- O O -� ZONE 4
SN-
-60.45 PSF * * + "` + + s► ! -60.45 PSF
+55 a0 PSF - 14 5 14 5 14 5 15 5 9 5
X 14'-0' X 14'-0' X -0 e X -0 4, X 141-- X 14'-0" -@' e % - +5580P5F
F=16.'�KiFT 4' 1' 1' 1' - 1' 1' 1' 1' 1' i'" UNIFORM
= sI' .4 1' :o b 3/4' 0 :r 5A Q 61 5' p 5' 6 3/4' ;q X =r _'+ =Ar 5' 5' ='r I'16.9 KiF1
to IIl 1 , to , , s N %� ,n , In 1 in , A
�n m 5 An , „ �, ,r �n 1 In , * m m m m
x s �Q s "or s @ s "f X M s x ; s s :� m s : y . `+t . =t `9 6+ 5
ZONE 5 r X '+' X AAJ `'' `r `t .,r w X `r 'Ir _
25 21 6 * g TC 13 + X 13 13 * `� * * `� * 13 1 • TC .� + ' tG 13 I 13 g �TC .r X I(E)X 9 -0' ZONE 5
-14.40 PSF T + O - 6 5 - 6 5 _ i 6 5 13 6 5 I 6 5 O 6 5 O 6 5 1 + O O 6 •5 6" 5 3 6 •5 O J 6 5 25 + -14.40 PSF
X ll'- A rr 1 - - I -0
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.r
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v
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(A ur
- N a '* u V a v ZONE 4 _ 2a2'-a' r ZONE 4 ZONE 4 •r ZONE 4 v fa LE
m 1, TONE 4 2 ZONE 4 TONE 4 N - pN p`� - - -6 P 2 a XONE 4
- +� +55.80 PSF +55W P pq U_
TONE 4 m u- -60.45 PSF op -60.45 PSF m , f +55,80 PSF
ZONE 4 -60.45 PSF -60.45 PSF 11 +55�0 PSF � „ ZONE
PSF � "' � � +55�0 PSF -60.45 PSF +55L@ PSF
h' „ 14.40 P
m u_ a � ,1 m � m� as u_ 5-11 5-10
11 ZONE 5 5-10 +55,80 PSF
5-11 +55b0 PSF +55.a0 PSF
-14.40 PSF -60,45 PSF XONE 4 +55.a0 PSF ZONE 4 XONE 4 +55w PSF
+55.80 PSF +55m PSF -6@,45 PSF -60.45 PSF -60.45 PSF
+5580 PSF +5550 PSF +55 a0 PSF
THIRD FLOOR FRAMING PLAN
SCALE - 1/0" = 1' -sue"
PRECAST CLADDINGS WIND LOADS - THIRD FLOOR MPG
ZONE 4
ZONE 5
TRIBUTARY AREA
NEG. POS,
NEG. POS.
0 50. FT. UP TO 10 SQ. FT.
40.45 PSF +55.80 PSF
-14.40 PSF +5550 PSF
10 SQ. FT, TO 20 60, FT.
-58 0 PSF +5334 PSF
-65.41 PSF +5334 PSF
20 SQ. FT. TO 30 SQ. FT.
-5655 PSF +5110 PSF
4654 PSF +51.'50 PSF
30 SQ. FT. TO 40 SQ, FT.
-5552 PSF +50,81 PSF
4450 PSF +50.61 PSF
40 SQ. FT. TO 50 SQ, FT.
-54Iot PSF +50.04 P
-62 92 PSF +50.04 Pff
50 SQ. FT. TO 60 SQ FT.
-54I0 PSF +4939 PSF
-611b2 PSF +4939 PSF
60 50, FT. TO 10 5Q. FT.
-5352 PSF +45,51 P5F
45050 P61`+48-81 PSF
10 50, FT. TO W SQ. FT.
-53.01 PSF +483(o PSF
-5951 PSF +4836 PSF
80 SQ. FT. TO 90 50. FT.
-5259 PSF +41,94 PSF
-56.13 PSF +41.154 PSF
W SQ. 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 TONE 4
�i
LEGEND
to CMU BEARING WALL
8' CMU NON BEARING WALL
CONC. PANEL, BY OTHERS.
CONC. BEARING COLUMN
OR TIE COLUMN
CONC. NON BEARING COLUMN
OR TIE COLUMN
CONC. COLUMN OR TIE
COLUMN BELOW
CONCRETE STRENGTH NOTE:
CONCRETE STRENGTH * 26 DAYS SHALL BE:
PC SLAB -- 4500 PSI
F'C CONC, COLUMNS = 4000 PSI
PC GONG. WALLS = 4000 PSI
lLEl'M
SLAB 'A'
5' CONC. SCAB W/14 * 12' I50TT0M EA WAY
NOTF.5-
1.- FOR SHEAR WALL REINFORC.
SEE SHEET 5-12.
2: FOR STRUCTURAL NOTES SEE
SWEET S-1.
3: FOR COLUMN SHEDULES AND
DETAILS SEE SHEET 5-1.
4.- FOR POST TENSIONED TYPICAL
NOTES t SECTIONS SEE S-a.
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.
COMM MA&Mr x
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 2WO PSI. FOR NON -LOAD BEARING WALLS THE NET
AREA COMPRESSIVE STRENGTH OF MASONRY IS 2500 PSI
CONC. MASONRY WALL REINF. THIS LEVEL SHALL BE
+5 * 461, U.Ok
SUPERIMPOSED LOADS
PSF
PARKING AREA
DEAD
10
LIVE
50
TENSIONING NOTE
TENSIONING OPERATIONS SHALL NOT COMMENCE UNTIL TEST CYLINDERS
INDICATE THAT CONCRETE HAS REACHED A MINIMUM COMPRESSION
STRENGTH OF 3400 P.S.I.
DRAWING TITLE
OWNER/DEVELOPER
SUITE 404
4960 S.W. 72 AVENUE
PLAZA 57
S.W. 57TH COURT BETWEEN
S.W. 73RD AND S.W. 74TH STREETS
DE LOS REYES
ENGINEERING, INC.
CONSULTING STRUCTURAL ENGINEERS
HECTOR DE LOS REYES, PIE.- / I, t r - ,- � , - _
FLORIDA CERTIFICATE No3s1+EIO�o �,,�A�
iwt ; ,� �,y
4�70 S.W. 72 AVE. SUITE 107. . , \ 1AW � xs-i If
CST FR � QMr�'E$
ARCERIMCIURF, PA
AA OOOM
A40 S.W 73 Sr. SUITE M6
M�'II '' s
NO. DATE
NO. DATE �
THIRD
FLOOR
PLAN
SCE:
DATE: 05-" PERMIT SET
PRWMT
DRAPING i1�
MIAMI, FLORIDA 33155
CITY OF SOUTH MIAMI
E- (305) 665-2778 1 +.(`i 1�) 5-+t71�3"F� r -
E-MAIL: OELOSREYES�CAMAWE�.C( l i• '+E =
Tit, (M 669-7M
305.662.1421
SOUTH MIAMI, FLORIDA 33143
FAX
S-3
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