13-1329R-005C6
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Fe =324K /
EL. +19.6'
T.O. PARAPET
F–
f \_/
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12 "X24" DOWNTURNED
CONC BEAM w/4 #7
;t T &B & #4 0 6 "o.c.
0
EDGE OF
POST– TENSIONED
SLAB AT EDGE OF
STAIR LANDING. SEE
SECTION 12/54.03
AND BEAMS INTEGRAL
WITH POST – TENSIONED
ti CANTILEVERED SLAB.
#6 TOP
HOOK ® 6" o.c.
I
FRAMING NO S:
1) MASONRY WALLS ARE NOT TO BE COMPLETED UNTIL
THE FLOOR ABOVE HAS BEEN POURED, CABLES
TENSIONED AND ALL SHORES AND RESHORES REMOVED.
2) EXTERIOR MASONRY WALLS ARE TYPE (MW -2) UNLESS
SHOWN OTHERWISE.
3) INTERIOR MASONRY ARE TYPE (MW -1) UNLESS SHOWN
OTHERWISE.
4) ALL MASONRY WALLS TO HAVE A REINFORCED,
GROUT FILLED CELL AT EVERY CORNER,
BOTH EDGES OF EVERY OPENING AND AS
INDICATED PER THE MASONRY WALL SCHEDULE.
5) INTERIOR MASONRY WALLS ARE TO STOP 1/2"
BELOW CONCRETE SLAB ABOVE.
6) PROVIDE CONTROL JOINTS BETWEEN MASONRY
WALLS AND INTERIOR COLUMNS AND SHEARWALLS,
EXCEPT THE AREA OVER THE SPREAD FOOTINGS.
7) ALL REINF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
BARS ARE INDICATED ON PLAN.
8" CIP CONCRETE STAIRS
W/ #5 ® 8 "o. c. E.W.
BOTT. TYP.
8) � INDICATES #4 HAIRPIN
9)
STAIRS SHALL BE 6" CONCRETE W/ #5 ® 6" o.c. LONGIT.
Site Plan Resubmission
05123112
AND #4 0 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
r— INDICATES #5 TOP BARS
Site Plan Resubmission
6" CONCRETE W/ #5 0 6" o.c. EACH WAY (U.N.O.).
INDICATES #5 TOP BARS ® 12 "o.c. (6' LONG W/ 10" HOOK)
10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
08113112
Permit Set
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.).
T— INDICATES #5 TOP BARS CD 12 "o.c. (10' LONG}
11)
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
INDICATES #5 TOP BARS CAD 12 "o.c. (12' LONG W/ 10" HOOK)
4(7 Story Elevations
ADJACENT TO WALL OPENINGS, POUR SOLID W/ (2) #6
Develolnentall Agreement Revisions
09113113
VERT. BARS (TYP.).
T— INDICATES (2) #4 DIAGONAL TOP & BOTTOM. (5' LONG)
Revision Progress Set
11120113
Issued for Permit
INDICATES 8" CONCRETE CRASH WALL W / #4 @6 "o.c.
T-5 INDICATES #5 TOP BARS ® 12 "o.c. (14' LONG W/ 10" HOOK)
12
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 / #5 410 "c /c E.W. E.F.
® DENOTES #5 CAD 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 S4.01
OUME. 110 —1 -v IJ
GENERAL CONTRACTOR NOTE :
COORDINATE DIMENSIONS BETWEEN STRUCTURAL AND
ARCHITECTURAL DRAWINGS – NOTIFY STRUCTURAL
ENGINEER AND ARCHITECT OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH WORK.
NOTE
MASONRY WALLS ARE NOT TO BE COMPLETED UNTIL
THE FLOOR ABOVE HAS BEEN POURED, CABLES
TENSIONED AND ALL SHORES AND RESHORES REMOVED.
INTERIOR MASONRY WALLS ARE TO STOP 1/2"
BELOW CONCRETE SLAB ABOVE.
NOTE: ,
A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4)
7.1 � 9
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E
_M W-6 / /�/.} I
a� ,M- `� o
–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 SIC N
SLAB POUR, GENERAL CONTRACTOR MAY WISH TO SPRAY PAINT FORM
WORK UNDER POST– TENSION CABLES TO AID IN FUTURE CABLE LOCATING). rr_ , "ClEff19 . Y �
..'...
FRED' IC CAA.RIE ` 1k,
P. A
Structural Drawing Updated 12 -20 -13 RE sap °.
�!i!R
Based on Architectural Backgrounds Dated 10 -28 -13 `
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PERMIT SET
11/20/13
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FORUM E
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INTERIOR DESIGN, INC.
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= -4wmG I Am>wr njw I �rtr>amwsiGN
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0 745 orienta avenue, suite 1121
S altamonte springs, fl 32701
.5 phone: 407.830.1400
Cd fax: 407.830.4143
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AA0002731
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www.forumarchitecture.com
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X 2206 Jo-An Drive Sarasota, FL 34231
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01 Metro South
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South Miami, FL
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SET DISTRIBUTIONS:
04123112
Owner Review
05/16112
Site Plan Resubmission
05123112
Site Plan Resubmission
06/28112
Site Plan Resubmission
07124/12
Owner Review
07131112
90% Lmgmss Set
08113112
Permit Set
06126113
8 Story Elevations
07/17/13
61817 Sto Elevations
07/18/13
4(7 Story Elevations
08114113
Develolnentall Agreement Revisions
09113113
Developmental Agreement -2nd Heging
10/18/13
Revision Progress Set
11120113
Issued for Permit
r
Q SHEET REVISIONS:
I 10125/13
4
Seven Story Revision
i
I 12/24/13
5
Coordination
03112114
10
AST Systems Comments
03126/14
12
Buildin De nt Comments #3
04107/14
15
Misc. Coordination
06118/14
16
Sh aural Re-engineedntg
i
07131114
17
Crane Tower Foundation Rev.
s —
i
i
9
PROJECT NO.
YP
11 -2795
Second Floor Plan -213
i
)
i
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C .
53.12
9