13-1329R-015EL. +29.6'
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V T T.O. `. PARAPET WALL
ARCHITECTURE •
INTERIOR DESIGN,
745 orienta avenue, suite 1121
altamonte springs, fl 32701
phone: 407.830.1400
fax: 407.830.4143
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9)
STAIRS SHALL BE 6" CONCRETE W/ #5 0 6" o.c. LONGIT.
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AND #4 0 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
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6" CONCRETE W/ #5 0 6" o.c. EACH WAYI(U.N.O.).
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10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
3
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.).
INDICATES #5 TOP BARS 0 12 "o.c« (10' LONG}
11)
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
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ADJACENT TO WALL OPENINGS, POUR SOLID W/ (2) #6
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VERT. BARS (TYP. ).
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12} CW -1 INDICATES 8" CONCRETE CRASH WALL W / #4 06-o.c.
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FRAMING NOTES:
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13} (CW— INDICATES 8" CIP CONCRETE WALL
— — -- INDICATES #5 BOTTOM BARS
1)
MASONRY WALLS ARE NOT TO BE COMPLETED UNTIL
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DRILL & EPDXY REBAR 5" INTO CONCRETE.
THE FLOOR ABOVE HAS BEEN POURED, CABLES
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ALL PARAPET WALLS ARE MW -4 TYPICAL U.N.O.
TENSIONED AND ALL SHORES AND RESHORES REMOVED.
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2)
EXTERIOR MASONRY WALLS ARE TYPE (MW -2) UNLESS
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SHOWN OTHERWISE.
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3)
INTERIOR MASONRY ARE TYPE (MW -1) UNLESS SHOWN
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OTHERWISE.
4)
ALL MASONRY WALLS TO HAVE A REINFORCED,
GROUT FILLED CELL AT EVERY CORNER,
BOTH EDGES OF EVERY OPENING AND AS
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INDICATED PER THE MASONRY WALL SCHEDULE.
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5)
INTERIOR MASONRY WALLS ARE TO STOP 1/2"
BELOW CONCRETE SLAB ABOVE.
6)
PROVIDE CONTROL JOINTS BETWEEN MASONRY
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WALLS AND INTERIOR COLUMNS AND SHEARWALLS,
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EXCEPT THE AREA OVER THE SPREAD FOOTINGS.
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7) ALL REINF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
BARS ARE INDICATED ON PLAN.
8) INDICATES #4 HAIRPIN
9)
STAIRS SHALL BE 6" CONCRETE W/ #5 0 6" o.c. LONGIT.
AND #4 0 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
INDICATES #5 TOP BARS
6" CONCRETE W/ #5 0 6" o.c. EACH WAYI(U.N.O.).
�- T -1 INDICATES #5 TOP BARS ter 12 "o.c. (6' LONG W/ 10" HOOK)
10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
T_
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.).
INDICATES #5 TOP BARS 0 12 "o.c« (10' LONG}
11)
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
�-- T— INDICATES #5 TOP BARS @ 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
"o.c.
12} CW -1 INDICATES 8" CONCRETE CRASH WALL W / #4 06-o.c.
INDICATES #5 TOP BARS 0 12 (14' LONG W/ 10" HOOK)
E.F. VERTICAL AND #4 @12 "o.c. E.F. HORIZONTAL
INDICATES #5 TOP BARS
13} (CW— INDICATES 8" CIP CONCRETE WALL
— — -- INDICATES #5 BOTTOM BARS
W / #5 010 "c /c E.W. E.F.
Q DENOTES #5 @ 12" TOP & BOTTOM
14)
DRILL & EPDXY REBAR 5" INTO CONCRETE.
SR —# INDICATES STUD RAIL SHEAR REINFORCING.
15)
ALL PARAPET WALLS ARE MW -4 TYPICAL U.N.O.
SEE TYPICAL DETAIL ON SHEET 54.01
NOTE:
A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4)
Q/� 512 "a.c E_. W.
59
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CONCRETE NOTE
NOT
COMPLETED i ABOVE
BEEN POURED, CABLES TENSIONED AND
ALL SHORES ■ RESHORES REMOVED.
POST-TENSIONED SLAB AND PENETRATIONS
—ALL SLAB ANCHORS AND PENETRATIONS MUST BE INSTALLED IN THE SLAB
PRIOR TO POURING CONCRETE AND TENSIONING CABLES. ENGINEER OF
RECORD (E.O.R.) BEARS NO RESPONSIBILITY FOR CABLES DAMAGED AS A
RESULT OF THIS OMISSION.
—IF DRILLING OR OTHER DESTRUCTIVE SLAB WORK IS REQUIRED, GENERAL
CONTRACTOR MUST FIRST OBTAIN WRITTEN APPROVAL FROM E.O.R., THEN
COORDINATE WORK WITH 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).
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FREDERIC CARRIE
P.E. FLORIDA
Structural Drawing Updated 12 -20 -13 REG. #60791,
Based an Architectural Backgrounds Dated 10 -28 -13
South Miami, FL
A SHEET REVISIONS:
PERMIT SET
11/20/13 i