13-1329R-032_
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MOTIMULMIDIMM
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MASONRY WALLS ARE NOT TO BE COMPLETED UNTIL
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THE FLOOR ABOVE HAS BEEN POURED, CABLES
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TENSIONED AND ALL SHORES AND RESHORES REMOVED,
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EXTERIOR MASONRY WALLS ARE TYPE (MW-2) UNLESS
G° CONCRETE W/#5 0G° o.c EACH WAY/U.N,O,\.
SHOWN OTHERWISE.
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INTERIOR MASONRY ARE TYPE (MW-1) UNLESS SHOWN
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OTHERWISE.
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ALL MASONRY WALLS TO HAVE A REINFORCED,
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GROUT FILLED CELL AT EVERY CORNER,
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BOTH EDGES OF EVERY OPENING AND AS
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INDICATED PER THE WASOWRYWAU- SCHEDULE.
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INTERIOR MASONRY WALLS ARE TO STOP 1/2~
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BELOW CONCRETE BLAB ABOVE.
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PROVIDE CONTROL JOINTS BETWEEN MASONRY
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y0\LLB AND INTERIOR COLUMNS AND SHEARWALL5
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EXCEPT THE AREA OVER THE SPREAD FOOTINGS.
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ALL RE)NF' BARS ON PLAN ARE #5U.N.0. AMOUNT OF
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BARS ARE INDICATED ON PLAN.
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8) UNDICATES #4 HAIRPIN
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STAIRS SHALL BE 6" o.cLONQT.
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AND o.c. TRANSV. BOTT. LANDINGS SHALL BE
INDICATES #5 TOP BARS
G° CONCRETE W/#5 0G° o.c EACH WAY/U.N,O,\.
INDICATES �5 TOP BARS ��12~o.c. /G' LONG W/ 10" HOOK)
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GENERAL CONTRACTOR TO PROVIDE RECEB3 FOR
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MASONRY WALLS AT ALL BLAB EDGES DR STEPS /TY�\
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---]- INDICATES #5 TOP BARS (�12°m.c, /1O^ LONG)
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FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
INDICATES �5 TOP BARS @/12"o.o. (12' LONG W/ 10" HOOK)
ADJACENT WALL OPENINGS, POUR SOLID W/ /%) #G
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VERT BARS (T\9`-1 ' ' '
T— INDICATES /21 #4 DIAGONAL TOP �� BOTTOM. /5^ LONG)
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|ND|CATE� �� TOP �&�� ��1�oo M4^ LONG �/10° HOOK)
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1�) INDICATES 8 C)P CONCRETE WALL
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W/#5 �NO"c/o E.W. E.F.
~----� INDICATES �� TOP BARS
13) INDICATES 8" C\P CONC. . ''_ c �AU- �/�� dMO°�/ E.W. ` '-
------ INDICATES #5 BOTTOM BARS
E.F. ALL PLANTER WALLS ARE OW-3 TYP. U.N.O.
DENOTES #5 012" TOP 8e BOTTOM
14)
DRILL 8± EPDXY REBAR 5" INTO CONCRETE.
INDICATES STUD RAIL SHEAR REINFORCING.
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ALL PARAPET WALLS ARE MW-4 TYP|CALU.N.O,
SEE TYPICAL DETAIL ON SHEET S4.01
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GENERAL CONTRACTOR NOTE
DO NOT SCALE DRAWINGS I
COORDINATE DIMENSIONS BETWEEN STRUCTURAL AND
ARCHITECTURAL DRAWINGS - NOTIFY STRUCTURAL
ENGINEER AND ARCHITECT OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH WORK.
A MINIMUM OF TVVD TENDONS SHALL BE PROVIDED IN EACH
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4)
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| 1GA POST-TENSIONED SLAB DELEGATED ENGINEER
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NOTE THAT ALL P.T. SLAB WITH IN AREA 1 ,
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DIFFERENTIAL SETTLEMENT ~ WITH �
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RESPECT TO REMAINING P.T. SLAB AREAS \
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OUTSIDE OF AREA 1.
[Structural Drawing Updated 11-21-13
'Based on Architectural Backgrounds Dated 10-28-131
PERMIT c'rL_,
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22 ARCHITECTURE &
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E- INTERIOR DESIGN, INC.
746orionta avenue, suite 1121
� altamonte springs, 832781
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phone: 407.830.1400
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fax: 407.830.4143
2 AA0002731
» vmww.forumarchitaoturc.uom
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COMMUNITIES
2206 Jo-An Drive Sarasota, FL 34231
9
Metro Sout
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South Miami, ' " F_
SET DISTRIBUTIONS:
z!2s, SHEET REVISIONS:
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0 EDITED BY:
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to
20 PROJECT IN
To Mat Fndn Per GC
YP
11-2795
Seventh Floor Plal
S3,17