13-1329R-026INTERIOR ARCHITECTURE &
DESIGN,
Metro South
t
i
South Miami, FL
DISTRIBUTIONS: SET
1}
w
BOTT. TYP.
SCALE:118 " -1' -0®
9)
``
5 1
THE FLOOR ABOVE HAS BEEN POURED, CABLES
BQTT» TYP.
#5 TOP BARS
AND #4 Cat 12" o.c. TRANSV. EIQTT. LANDINGS SHALL BE
6" CONCRETE W/ #5 0 6" o.c. EACH WAY (U.N.O.).
15
TENSIONED AND ALL SHARES AND RESHORES REMOVED.
SHALL BE DESIGNED FOR MAXIMUM
Y
17
2}
EXTERIOR MASONRY WALLS ARE TYPE (MW -2} UNLESS
("- T-1 INDICATES
#5 TOP BARS Chi 12 "o.c. (6' LONG W/ 10" HOOK)
10}
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
C
Fndn Changes From DeWaterurg Issues
SHOWN OTHERWISE.
r
#5 TOP BARS 0 12 "o.c. (10' LONG)
DIFFERENTIAL SE MENT OF 3/8" WITH
( I
cv
T -3
"
C*4
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
RESPECT TO REMAINING P.T. SLAB AREAS
OUTSIDE OF AREA 1.
FRAMING NOTES;
``
I
1}
MASONRY WALLS ARE NOT TO BE COMPLETED UNTIL
8) INDICATES
#4 HAIRPIN
9)
STAIRS SHALL BE 6" CONCRE W/ #5 0 6" o.c. LONGIT.
5 1
THE FLOOR ABOVE HAS BEEN POURED, CABLES
�---- INDICATES
#5 TOP BARS
AND #4 Cat 12" o.c. TRANSV. EIQTT. LANDINGS SHALL BE
6" CONCRETE W/ #5 0 6" o.c. EACH WAY (U.N.O.).
15
TENSIONED AND ALL SHARES AND RESHORES REMOVED.
07/31114
17
2}
EXTERIOR MASONRY WALLS ARE TYPE (MW -2} UNLESS
("- T-1 INDICATES
#5 TOP BARS Chi 12 "o.c. (6' LONG W/ 10" HOOK)
10}
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
C
Fndn Changes From DeWaterurg Issues
SHOWN OTHERWISE.
T -2 INDICATES
#5 TOP BARS 0 12 "o.c. (10' LONG)
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.).
3)
INTERIOR MASONRY ARE TYPE (MW -1) UNLESS SHOWN
T -3
"
11}
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
POST -TE I NED SLAB AND PENETRATE
A
-ALL SLAB ANCHORS AND PENETRATIONS MUST BE INSTALLED IN THE SLAB NOTE
PRIOR TO POURING CONCRETE AND TENSIONING CABLES. ENGINEER OF CONCRETE WALLS CW -1 ARE NOT TO BE PERMIT ]��J % T /%�
RECORD (E.O.R.) BEARS NO RESPONSIBILITY FOR CABLES DAMAGED AS A COMPLETED UNTIL THE FLOOR ABOVE HAS l l 4M l l
RESULT OF THIS OMISSION. BEEN POURED, CABLES TENSIONED AND 11/20/13
f-- INDICATES #5 TOP BARS W 12 O.C. (12 LONG W/ 10 HOOK} ADJACENT TO WALL OPENINGS, POUR SOLID W/ (2) #6 ALL SHORES AND RESHORES REMOVED.
OTHERWISE. 1C °T DADC IT"D N -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 r g
SLAB POUR, GENERAL CONTRACTOR MAY WISH TO SPRAY PAINT FORM
WORK UNDER POST- TENSION CABLES TO AID IN FUTURE CABLE LOCA TING).`�
O'Donnell, Noccorato, Mignogno Jackson
6) PROVIDE CONTROL JOINTS BETWEEN MASONRY UCIVUIGJ ffa %W Iz Iur ac c+ur rune I'+) urcrt_L. ac erunr MLOA c Z) INIU UUNUKLIL. r. I I I fr_ SIRUCTURALENGINEFS
WALLS AND INTERIOR COLUMNS AND SHEARWALLS, (& /�Y� 32115THS1REET,S!)(TE2Q0 UC,po043g6
EXCEPT THE AREA OVER THE SPREAD FOOTINGS. INDICATES STUD RAIL SHEAR REINFORCING. 15) ALL PARAPET WALLS ARE MW -4 TYPICAL U.N.O. NOTE;
SR -# SEE TYPICAL DETAIL ON SHEET 54.01 FRE612RIC6 ` i2RiE�; WEST ?AIM BEACH, FLUDA33401
A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH P E» FLORID k®
7} ALL REINF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF Structural Drawing Updated 12 -20 -13 (561)835.4944 FAX(561)835.8255 JOB # 379.049
BARS ARE INDICATED ON PLAN. DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4) 9 P
Based on Architectural Backgrounds Dated 10 -28 -13
a EDITED BY: YP
PROJECT NO. 11 -2795
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SHEET REVISIONS:
10125113 4
Severn S}& Revision
i 12124113
5 1
Coordination
04/07114
s
15
Misc. Coordnation
07/31114
17
Gave Tom Foundation Rev.
08120114
16
_
PITtrx�C�flld
a 11121/14
19
C
Fndn Changes From DeWaterurg Issues
L— _
! 12115/14
20
____
Field AdiustmAnt To Mat Fndn Per GC
a EDITED BY: YP
PROJECT NO. 11 -2795
� • •ri r,. r