13-1329R-031i
a
e
Q
a
9)
STAIRS SHALL BE 6" CONCRETE W/ ##5 @ 6" o.c. LONGIT.
LL
AND ##4 @ 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
I—'— INDICATES ##5 TOP BARS
6" CONCRETE W/ ##5 CAD 6" o.c, EACH WAY (U.N.Q.).
INDICATES ##5 TOP BARS 0 12 "o.c. (6' LONG W/ 10" HOOK)
10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
T-2
"o.c.
FRAMING NOTES:
M
INDICATES ##5 TOP BARS CAD 12 (10' LONG)
1)
MASONRY WALLS ARE NOT TO BE COMPLETED UNTIL
,,
I--T =3 INDICATES ##5 TOP BARS 0 12 "o.c. (12' LONG W/ 10" HOOK)
THE FLOOR ABOVE HAS BEEN POURED, CABLES
ADJACENT TO WALL OPENINGS, POUR SOLID W/ (2) ##6
TENSIONED AND ALL SHORES AND RESHORES REMOVED.
VERT. BARS (TYP,).
T-4 INDICATES (2) ##4 DIAGONAL TOP & BOTTOM. (5' LONG)
2)
EXTERIOR MASONRY WALLS ARE TYPE (MW -2) UNLESS
SHOWN OTHERWISE.
INDICATES ##5 TOP BARS
13) CW- INDICATES 8" GIP CONC. WALL W /##5 @10 "c /c E.W.
— -- -- INDICATES ##5 BOTTOM BARS
co
3)
INTERIOR MASONRY ARE TYPE (MW -1) UNLESS SHOWN
00
DRILL & EPDXY REBAR 5" INTO CONCRETE.
OTHERWISE.
15)
ALL PARAPET WALLS ARE MW -4 TYPICAL U.N.O.
SEE TYPICAL DETAIL ON SHEET 54.01
4)
ALL MASONRY WALLS TO HAVE A REINFORCED,
GROUT FILLED CELL AT EVERY CORNER,
BOTH EDGES OF,EVERY OPENING AND AS
g
INDICATED PER THE MASONRY WALL SCHEDULE.
5)
INTERIOR MASONRY WALLS ARE TO STOP 1/2-
BELOW CONCRETE SLAB ABOVE.
C0
6)
PROVIDE CONTROL JOINTS BETWEEN MASONRY
0
WALLS AND INTERIOR COLUMNS AND SHEARWALLS,
M
EXCEPT THE AREA OVER THE SPREAD FOOTINGS.
F> ON U.N.O. AMOUNT OF
i- BARS ARE INDICATED O1j `
I -4 C -3 C -4 ' C -4 Q °� Ic-
7 tfltffl�l tl(1 Itf:EStk l[ E. ll IfI;IfltMd ll; llklk8 iil 9f11
; �� 7 5 I l7q, 7
7
P-705-01 " 1 700 l MUM inn t 1 nn I a -n 171-77-1
M i[_'..i4 ' �•; , ;._ �:<.; �.,.. _ ,-f:=„ It !I I'il — %'' i1 IIP !;r M6 (i!Pillttki } °. i94V� 1i!'tl � � `" IY B +;IilI4P i!f fI `11 4 ti E ! � "iiUl,3 i;? IV III le i(ti I!1 Ei ql
6 C-2 Q
A4 I 4 \C-2 ' C -2
4 j 6" CIP CONCRETE STAIRS I
W/ ##5 0112" C/C E.W,. BOT
N
TYP. I
8) INDICATES ##4 HAIRPIN
9)
STAIRS SHALL BE 6" CONCRETE W/ ##5 @ 6" o.c. LONGIT.
AND ##4 @ 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
I—'— INDICATES ##5 TOP BARS
6" CONCRETE W/ ##5 CAD 6" o.c, EACH WAY (U.N.Q.).
INDICATES ##5 TOP BARS 0 12 "o.c. (6' LONG W/ 10" HOOK)
10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
T-2
"o.c.
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.).
INDICATES ##5 TOP BARS CAD 12 (10' LONG)
11)
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
I--T =3 INDICATES ##5 TOP BARS 0 12 "o.c. (12' LONG W/ 10" HOOK)
ADJACENT TO WALL OPENINGS, POUR SOLID W/ (2) ##6
VERT. BARS (TYP,).
T-4 INDICATES (2) ##4 DIAGONAL TOP & BOTTOM. (5' LONG)
T -5 INDICATES ##5 TOP BARS 0 12 "o.c, (14' LONG W/ 10" HOOK)
12) CW- INDICATES 8" CIP CONCRETE WALL
"c
W /##5 010 /c E.W. E.F.
INDICATES ##5 TOP BARS
13) CW- INDICATES 8" GIP CONC. WALL W /##5 @10 "c /c E.W.
— -- -- INDICATES ##5 BOTTOM BARS
E.F. ALL PLANTER WALLS ARE CW -3 TYP. U.N.O.
DENOTES ##5 0 12" TOP & BOTTOM
14)
DRILL & EPDXY REBAR 5" INTO CONCRETE.
INDICATES STUD RAIL SHEAR REINFORCING.
SR -##
15)
ALL PARAPET WALLS ARE MW -4 TYPICAL U.N.O.
SEE TYPICAL DETAIL ON SHEET 54.01
8" PAST - TENSIONED I
SLAB f'c= 5000 PSI
f
1
v
i�
C -1
12 �7
i
4. 0 7 171-10-71 7
SR 4B
7
ji
I
j
C -3
7
3
E
Mw
Fe =594K�
\C-2
0• FLOOR I_
NOTE
MASONRY # TO BE COMPLETED UNTIL
FLOOR THE ABOVE HAS BEEN POURED.
INTERIOR TENSIONED AND ALL SHORES AND RESHORES REMOVED
MASONRY WALLS ARE TO STOP
BELOW #
E
FRAMING NOTES CANT:
16) POST — TENSIONED SLAB DELEGATED ENGINEER
NOTE THAT ALL P.T. SLAB WITH IN AREA 1
SHALL BE DESIGNED FOR MAXIMUM
DIFFERENTIAL SETTLEMENT OF 3/8" WITH
RESPECT TO REMAINING P.T. SLAB AREAS
I OUTSIDE OF AREA 1.`
i
E
k
C..
FRE O I RIE.a
P FLLO A,z °
= =
Structural Droving Updated 11 -21 -13 °'RMxs0 z9t'�.
Based on Architectural Backgrounds Dated 10 -28 -13
PERMIT
11/20/13
t
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y
5 745 orienta avenue, suite 1121
5 altamonte springs, ft 32701
phone: 407.830.1400
a
fax: 407.830.4143
3 AA0002731
www.forumarchitecture.com
dietro South,
South Miami, FL
6 SET
r B O"I♦
A SHEET REVISIONS:
1 p/25J13 4 Seven Stay Revision
D
i 12124/13 1 5 lCoordihatm
EDITED `
PROJECT yp
AMUMArsysms ON