13-1329R-014' - '--- --
-- - - ~ -
~-_ - -
- - - - -
U_ AREA 1
(NOTE 16)
-� -- --- -� �`-
--- - - --- -
==1 S4.03 4. alp --- -- -
- - - -
- - - -
- - - -
77,
-- F-ARA
NOTE 16)
MICI
(A/�--- - -- �'---
4.M Fe=324K
7 LO
ILO LID
SLAB WITH #5 0 EDGE OF P.T. MW_ 8 MW-6
S4.03 IF 04
SW
3: LIB EDGE
I MW-8
Mi
^
rry
\^� C-4 I on 7 ^ ��/ � ' �� � � � � | � | | --�� ~------ �---- �—^ | �� /
CID BEAMS r | �` � / "� ^ ^/�' � �� 1 | | O_- �o'' u� �� '
L. °"�� o��Y° \� | U' n1�-NOONtVjftON ' �~ | f | ` -� |-'` - ' ^-'- |'�� `-� ' | i � \ � | | �.nn` H| 1 A BEAMS INTEGRAL
�OTE 14
lb
| / /^u. r«««rc' =»u- }y /^/ rm�m~r-/ Yv^L-L
|
MASONRY WALLS ARE NOT TD�E COMPLETED UNTIL
/ BOTf Ty9_ ^ ' ,--~
|
SCALE ���11� Y�J
./
~
THE FLOOR ABOVE HAS BEEN POURED CABLES
7
�� TOP BARS
|
�� `" ^� ~',^ �
AND o�, |MAN OTr LANDINGS SHALL BE
G, CONCRETE �/ �@8" EACH �Ay(U,N.O.\,
TENSIONED AND ALL SHORES AND RE�HORES REMOVED.
U_
SHALL BE DESIGNED FOR MAXIMUM
2\
EXTERIOR MASONRY WALLS ARE TYPE /W�-�1 UNLESS
- `~ - -- --
|
--
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
'
^ '
SHOWN OTHERWISE.
!
i
'
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP^)
'
i
/
INDICATES
#5 TOP BARS 012~o.c. hO' LONG)
|
} |
DIFFERENTIAL SETTLEMENT OF 3/8
3)
INTERIOR MASONRY ARE TYPE (NW-1) UNLESS SHOWN
~
' i
`
�C rnm o^0 � =.."-- /.~, ."^., ."/."° ""^°`
11\
'
}
� �
|
RESPECT TO REMAINING P.T. SLAB AREAS
LL
�
h1�
y '
I
Y�4
OUTSIDE OF AREA 1.
| !
FRAMING
UW
Y |
Uq
|
)
� l
-- | .
1)
|
MASONRY WALLS ARE NOT TD�E COMPLETED UNTIL
|
8) INDICATES
�4 HAIRPIN
yA
uc. LON0T
THE FLOOR ABOVE HAS BEEN POURED CABLES
-^ ---
INDICATES
�� TOP BARS
�� `" ^� ~',^ �
AND o�, |MAN OTr LANDINGS SHALL BE
G, CONCRETE �/ �@8" EACH �Ay(U,N.O.\,
TENSIONED AND ALL SHORES AND RE�HORES REMOVED.
�5 o.�.
2\
EXTERIOR MASONRY WALLS ARE TYPE /W�-�1 UNLESS
INDICATES
#5 TOP BARS ��12~o.u. (G` LONG W/ 10" HOOK)
18)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
'
^ '
SHOWN OTHERWISE.
T-2
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP^)
'
INDICATES
#5 TOP BARS 012~o.c. hO' LONG)
3)
INTERIOR MASONRY ARE TYPE (NW-1) UNLESS SHOWN
___]-3,umr^rcr
`
�C rnm o^0 � =.."-- /.~, ."^., ."/."° ""^°`
11\
'
FOR EXTERIOR WALL SEGMENTS 8~ LONG OR LESS
POSTJE�SIONED SLAB AND kNETRATIONS NOW=
ALL SLAB ANCHORS AND PENETRATIONS MUST BE INSTALLED IN THE SLAB - L_ . I
PRIOR TO POURING CONCRETE AND TENSIONING CABLES. ENGINEER OF NCRETE WALLS CW-1 ARE NOT TO BE
RECORD (E.O.R.) BEARS NO RESPONSIBILITY FOR CABLES DAMAGED AS A COMPLETED UNTIL THE FLOOR ABOVE HAS
BEEN POURED, CABLES TENSIONED AND
RESULT OF THIS OMISSION. All qw()P;7cz Akin P;7CzWnPr7(z
`/CDT D^or 'rvo` ' /
oY rxuwut cum/KuL ummu bt/YVttm m*Z>umxr \Aj
WALLS AND INTERIOR COLUMNS AND SHE4RWA-LS,
EXCEPT THE AREA OVER THE SPREAD FDOTlNGS. |ND|CATES STUD RAIL Sl�
�Eb SEE TYPICAL DETAIL ON
7) ALL RBNF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
BARS ARE INDICATED ON PLAN.
PERMIT SE, T
�
-IF DRILLING OR OTHER DESTRUCTIVE SLAB WORK IS REQUIRED, GENERAL
CONTRACTOR MUST FIRST OBTAIN WRITTEN APPROVAL FROM E.O.R., THEN
COORDINATE WORK NTH POST-TENSION SPECIALTY ENGINEER. (PRIOR TO
SLAB POUR, GENERAL CONTRACTOR MAY WISH TO SPRAY PAINT FORM
WORK UNDER POST-TENSION CABLES TO AID IN FUTURE CABLE LOCATING).
O'Donnell, Noccord
= "".,°� .�� "mLL- = L_rv°. "L.o"" u /m/u
fEAR REINFORCING. 15) ALL PARAPET WALLS ARE WY-4 TYPICAL U.N.O. t
SHEET S4.01
AW)N|WUM OF TWO TENDONS SHALL BE PROVIDED IN EACH ^
DIRECTION THROUGH SUPPORT COLUMNS (PER AC| 18,12.4) Structural Drawing Updated 12-20-13 REG:960791 (561) 835 - M4 FAX
Based on Architectural Backgrounds Dated 10-28-13
"
_
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�
INTERIOR DESIGN, INC.
�
5 745ohenbs avenue, suite 1121
� adomonte springs, O327O1
:
phone: 407.830.1400
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fax: 407.830.4143
AAOOD2731
� vm^wvforummrohitactu,a.uom
AN
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_-__ Miami,
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10125413
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SHEET REVISIONS:
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