03-1559-063I
I
I -
11 10 9.8
i
I
I I .
15' -A'
7 6.8 6.2 6
I
4' -0" j 11' -0" 3' -0" j
T.O. PARAPET
EL. + 66': 0"
3.4 3
i
I
I I
13' -0" 5' -0
15' -0"
2' -6"
:
.mm
B- -
: _ B: B
X �` .' ` S SB
.:: /-
F
-- - -___ __._T_. - - -�L
Ln Ib
I
ct1
C11 Q a II C1j II C11 X !
T.O. PARAPET
Co
� 6" CONC. (SLAB
W/ #4012" EA. WAY
BOTTOM
I l i t I 4012" EA WAY
..... ...............:.......... C1.Q .... /... .........
I J11. 16" PRECAST JOISTS 0 6'-6 1/4
._
4
L......
6 GON:C,....SLAB. � � ..... ...� .......................... ....... ..... .............._................ ....... ........j..f' ........,.: cw'I :... � ........,.::..,.
!
� :�` .� I 11 � 1 I 1 � t
W/ #4912" EA. WAY I I I
NOTES: ,` x1 BOTTOM
I I I I' ' `� i I. ,�1
r
1 ALL INTERIOR WALLS TO BE 8" THK. CMU, REINFORCED W
/ #6032 MAXIMUM SPACING x I I G 510 T
,:• 1 I I I I ! •� I I 1
VERTICAL. PROVIDE 2 #6 VERT. ON EACH SIDE OF ALL OPENINGS BETWEEN 3' -0" AND TC TC x20 : 0
— — — IL
8'-0". REINFORCE WALLS W/ #9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 5 ^
AT 16 O.C. ALL WALLS MUST BE GROUTED SOLID UP TO 2 -0 ABOVE SLAB. ' w ®- _ _ _ RSB =7_ — — — ' RSB -a —! _,� 6 CONC. SLAB
I
:
......................... I
_ „
1 11 e�� .. .. .. ....... .... . ............................... ...... ... -..
........ ............................... ....... ... .. ... .... .. .V I I • V a.- `............
.! , . W. —/ #591.2........EA.---:WAY ............................
2.- SEE M.E.P DRAWINGS FOR EXACT LOCATIONS OF A .I� I I I I I 'a. C10t;L — — — — — — — — — — ICI — _ — — — _ T_
ALL FLOOR OPENINGS. C•2 x/� TC TC SB -6 �:� I Tf 1T%� �✓ 1 /
BOTTOM
I JJ: —" RB12 — IL - - - - --
3.— CONTRACTOR TO COORDINATE LOCATION -- -- �' I I I I I PREFABRICATED I I
OF PRECAST JOISTS WITH ALL OTHER TRADES. —
—. —.. — _ —... ..... ................
SPACING SHOWN FOR PC JOISTS TO BE MAXIMUM.
- I >- IT _ ,........ ,. I L......;... I 1 I.I METAL TRUSSES- I .:.....:....... C1s ...
i .,, �RM632 RB
—
.. TC . --- -- - -- —.. — ._— .�.1._ t--- �.�... — ..---- ...___l_SEE DETAILS 0_. :
- ' .,�- SHEET S3OZ W
4. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS jt INFORMATION. ,y I, • - �'"�. cl:__ #4012 T I I I I 6 1 I I I I I _ I
� : � 303 EL. +63 -6
! ! ;� x8 : p I I I NON TARING CMU I r —
`o I _ `
5 REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR NONBEARING > >'
ARING WALLS, OPENINGS SIZES ` � Q' .� _ I ( I I I I WALL I MELO : I I I 14 1 L �
.. :::........ i
AND LAYOUT BALANCE OF DIMENSIONS AND ADDITIONAL INFORMA w x.._ ...._ ..... ....... .... ......_........................ ......
INFORMATION. $ 8RM6 ..................... ...... ..._ .................... ..... ....... ............................... ....... ......................... .......... . ......
32
B.7.. ,... s.
T 7I II II II II
6 TIE BEAM (TB) TO BE 8"X12" W/2 #5 T&B AND #3012 STIRRUPS. r RB -4 I I 4 3/4 CONC. SLAB I
I I I TC I; TIC I I I I I I I I I I
7.— REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS INFORMATION INTERIOR
° I.. ........... . ... ! ...
.. M
4:0 .. C.�...1 .. .
. n
,,r..... I ....................... ...... ....... .................. ....... ..........................:... I , 7,:WALL LAYOUT MECHANICAL OPENINGS SLAB D EPRESSIONS, OPENING SIZES AND OTHER ............ ....._ � x
INFORMATION. I Li J9: 16 „ PRECAST JOISTS (b 6 6 1/4 „ 8.- S-1 INDICATES 6 ^ THICK SLAB W/#5@12” O/C EA WAY BOTT. 11 I I EA WAY ,
3 #4 ®12
TTO M 305 -
304 '
- BO
9.- PROVIDE CORNERS BARS ON ALL TIE BEAM TO MATCH LONGITUDINAL REINFORCEMENT WITH B ;: ` I ` I - -- - - -! I !— - -- j _ _ — ------- �� _ _ ------ _ _ I ;__ _I�_ _ _ —L. _t_`
A SPLICE EQUAL TO 48 DIA. SIM 2 I I I I I I I ( I I I 5 11 I -
- - - -- _ -
- ._- ---- - - - - -- 305- --
10,- ALL COLUMNS SHALL TERMINATE WITH A STANDARD HOOK INTO TIE BEAM, 2” FROM TOP �flC
�/;� ; I I I: I I I I I I I I I I I - I .r t ,. I
OF BEAM. A.8 I . €
II` C 11
11. SPLICE ON TIE BEAM REINFORCEMENT TO BE 32 MINIMUM. °'' X ! �
- -.._ —L.— RSB =10 — -- -- _-- 11 - - --- — -- RSB -11 — —_U-- --- --- - - - -- RSB -12 —LL— — _LI_ _ — — — —
^ I r! - - - T1 - - - 71 - -- -I Tf 711 T�" Tr �TI :W I 1T - TI - 17; �71 I 1T B f i
12.- / DENOTES EXTENSION OF 6 SLAB' I RSB -13 ;
Al I I I I I I I I J10: �8" PC Jo1sT
® 6I
6
�
A•4 -------- - -
--
N/ 1 I -. , _ ...._ f �.I.;.._. - I I Ti IT fT-
I I I I I I I I I I I I I I CD I III III
I I I I Q I I --�. •• "' ='
o I I
1 C12
C1 T.O. PARAPET
EL. VARIES
I
j
s
i
O7 6.8 62 �6
Io
CIO
I
I
c.1
D
._
....... ........ ..........._. -h ............
D
0
_I
w=
.................. _ 1.................... C.�
is
o_ ..............
CCI
`r
I
CB
4n
I
- ............_.......
B.1
--- - - --------
i
— [V
CM
CA.(r•
I
in
N
i0
I
CV
(R �Fn CONSUL"THnnHO
LS IJ�"J�DIJV��Lill� �11V�.
C= 13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
0 PHONE: 305 - 971 -GFCE
Q FAX: 305 - 971 -4332
E -MAIL: GFCF@GFCE.NET
CERTIFICATE OF AUTHORIZATION #9129
REVISION BY
C1
I
!
C1 I
■
°�
EL.I +72' -6 ":
—_
I #4012?'
I
(T
r
rl #4012"(T I
MIAMI REVISION
Ilm
8 5/11/05 GiENERAL REVISION
� ail
I�
L-
TB
JI
" CONC. SLAB
STAIR
ROOF SLAB
W/ #4012" EA. WA'
BOTTOM
9
8.5 8.3
8
C1 T.O. PARAPET
EL. VARIES
I
j
s
i
O7 6.8 62 �6
Io
CIO
I
I
c.1
D
._
....... ........ ..........._. -h ............
D
0
_I
w=
.................. _ 1.................... C.�
is
o_ ..............
CCI
`r
I
CB
4n
I
- ............_.......
B.1
--- - - --------
i
— [V
CM
CA.(r•
I
in
N
i0
I
CV
(R �Fn CONSUL"THnnHO
LS IJ�"J�DIJV��Lill� �11V�.
C= 13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
0 PHONE: 305 - 971 -GFCE
Q FAX: 305 - 971 -4332
E -MAIL: GFCF@GFCE.NET
CERTIFICATE OF AUTHORIZATION #9129
REVISION BY
1 (/29/04 PERMIT REVISION
2 4/19/04 OWNER REVISION
3 618104 REVIEW
4 9/14/04 OWNER REVISION
5 11/5/04 GENERAL REVISION
I 6/13/05 CITY OF SOUTH
MIAMI REVISION
8 5/11/05 GiENERAL REVISION
k
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT
LIMITED T0: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, k WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
OEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
SEAL:
RESNEL E. HERNANDEZ
FLORIDA PE 46619
J
rr�nn
V/
UJ 0 iiiiiiiiiiiiIiit
V LL Z M
LL /R w J
I.I. a LL
0_ �Z�
a 00
J LL
UJ
zm 0
NORTH
DRAWN BY:
D.1. - E.0 - M.M
DATE:
6/14/05
SCALE:
AS NOTED
SHEET NO.:
5114