13-1329R-030�
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8\ INDICATES
-----
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AND #4 012' TRANSV. BOTT. LANDINGS SHALL BE
INDICATES #5 TOP BARS
6~ CONCRETE W/#5 06~ uc, EACH WAY(U.N.[\).
INDICATES 5 TOP BARS 0 12~o.c' /S' LONG W/ 10" HOOK)
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10\
GENERAL CONTRACTOR TO PROVIDE 3/4~ RECESS FOR
' T-2
MASONRY WALLS AT ALL SLAB EDGES 0R STEPS /TYP\
` '~'
INDICATES #5 TOP BARS (�12~o.c. (1O` LONG)
^ '
11\
FOR EXTERIOR WALL SEGMENTS 8^ LONG OR LESS
INDICATES #5 TOP BARS 0 12"o.c. (12' LONG W1 10" HOOK)
ADJACENT TO WALL OPENINGS, POUR SOLID W/ /2\ #6
'
VERT. BARS (TYP.)-
T-4 INDICATES (2) #4 DIAGONAL TOP 8± BOTTOM. (5` LONG)
INDICATES �5 TOP BARS W` 12" o.o. /14" LONG W/ 10" HOOK)
12) INDICATES 8° C|P CONCRETE WALL
'»��
W/#5 010"o/o E.W. E.F.
----- INDICATES #5 TOP BARS
13) INDICATES 8~ C|P 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.
0 DENOTES #5 012~ TOP & BOTTOM
14\
DRILL 8: EPDXY REBAR 5" INTO CONCRETE'
SR INDICATES STUD RAIL SHEAR REINFORCING. .
1�)
~
ALL PARAPET WALLS ARE W�-4 TYPICAL U.N.O.
' '
\��-�/ SEE TYPICAL DETAIL ON SHEET 34.01
8" POST-TENSIONED
10" P
r-TENS
ONIDED
8" POST-'TEN$=10NED
SLAB rc= 5000 PSI
500C
-PSI
SLAB f'c= 501
)0 PSI
IA
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zi
_
______
_
____
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E-3D9 9
| co } C_7
' 1 Iml | | N | y
8\ INDICATES
-----
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-'
AND #4 012' TRANSV. BOTT. LANDINGS SHALL BE
INDICATES #5 TOP BARS
6~ CONCRETE W/#5 06~ uc, EACH WAY(U.N.[\).
INDICATES 5 TOP BARS 0 12~o.c' /S' LONG W/ 10" HOOK)
�
10\
GENERAL CONTRACTOR TO PROVIDE 3/4~ RECESS FOR
' T-2
MASONRY WALLS AT ALL SLAB EDGES 0R STEPS /TYP\
` '~'
INDICATES #5 TOP BARS (�12~o.c. (1O` LONG)
^ '
11\
FOR EXTERIOR WALL SEGMENTS 8^ LONG OR LESS
INDICATES #5 TOP BARS 0 12"o.c. (12' LONG W1 10" HOOK)
ADJACENT TO WALL OPENINGS, POUR SOLID W/ /2\ #6
'
VERT. BARS (TYP.)-
T-4 INDICATES (2) #4 DIAGONAL TOP 8± BOTTOM. (5` LONG)
INDICATES �5 TOP BARS W` 12" o.o. /14" LONG W/ 10" HOOK)
12) INDICATES 8° C|P CONCRETE WALL
'»��
W/#5 010"o/o E.W. E.F.
----- INDICATES #5 TOP BARS
13) INDICATES 8~ C|P 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.
0 DENOTES #5 012~ TOP & BOTTOM
14\
DRILL 8: EPDXY REBAR 5" INTO CONCRETE'
SR INDICATES STUD RAIL SHEAR REINFORCING. .
1�)
~
ALL PARAPET WALLS ARE W�-4 TYPICAL U.N.O.
' '
\��-�/ SEE TYPICAL DETAIL ON SHEET 34.01
NOTE
MASONRY WALLS ARE NOT TO BE COMPLETED UNTIL
THE FLOOR ABOVE HAS BEEN POURED, CABLES
TENSIONED AND ALL SHORES AND RESHORES REMOVED.W
INTERIOR MASONRY WALLS ARE TO STOP 1/2-
BELOW CONCRETE SLAB ABOVE.
A W)N|WUW OF TWO TENDONS SHALL BE PROVIDED IN EACH
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4)
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FRAMING NOTES CONT:
i 16) POST-TENSIONED SLAB DELEGATED ENGINEER
NOTE THAT ALL P.T. SLAB W1TH IN AREA 1
SHALL BE DESIGNED FOR MAXIMUM
RESPECT TO REMAINING P.T. SLAB AREAS
OUTSIDE OF AREA 1.
i,Based on Architectural Backgrounds Dated 10-28-13
-
'
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_
INTERIOR DESIGN, INC.
i 74Sohonbs avenue, suite 1121
i albamonha springs, 8327O1
:
phone: 407.830.1400
|
/ fax 407.8304143
/V\OOO2731
| wwmfbrumarchibectune.cpm
BENEFICIAL
COMMUMTIES
2206 Jo-An Drive Sarasota, FL 34231
dh
����nf� Miami, �l
_ --. FL
SET DISTRIBUTIONS:
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PERMIT SE T
11/20/13 1
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w . Fifth Floor Plan
Jochon
-�-FREDERIC CA
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379.049 0
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