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6-ICI.P CONC. STAIR /—EXTEND CONCRETE
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MASONRY ARE NOT BE COMPLETED UNTIL
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THE FLOOR ABOVE HAS BEEN POURED, CABLES
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ARCHITECTURE &
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' 7) ALL RBNF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
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INTERIOR DESIGN, INC.
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BOTH EDGES OF E\��R� OPENING AND A�
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INDICATES �5 TOP BARS ��12o'o'
,
(14 LONG W/ 1O" HOOK)
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745 odenta avenue, suite 1121
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altomonte springs, O327O1
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phone: 407.830.1400
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fax: 407.830.4143
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP')
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LEGEND:
C.J. 619 INDICATES STEP IN FND/GRADE BEAM
INDICATES CMU WALLS (SEE SCHEDULE).
INDICATES CONCRETE WALL (SEE SCHEDULE).
INDICATES CONCRETE COLUMN (SEE SCHEDULE)
INDICATES SAW CUT VERTICAL JOINTS @12"o.c E.W. MAX.
T.E. INDICATES 8"x16" THICKENED EDGE W/ 2 #5 x CONT. TYP.
CW-1 INDICATES B~ CONCRETE CRASH WALL WY #4 06°uc. E.F.
VER11CAL AND #4 @12^oc. E.F. HORIZONTAL.
RW- INDICATES CONCRETE RETAINING WALL
-�
INDICATES 14°0 AUQERCASTP|LE
INDICATES 14"0 AUGERCASTTENS(DN PILE
INDICATES (2) #4x 5'-0° LONG RE-ENTRANT BARS TYP.
�INDICATES 1PCS. !
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MASONRY ARE NOT BE COMPLETED UNTIL
INDICATES �4 HAIRPIN
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~ CONCRETE [
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^
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THE FLOOR ABOVE HAS BEEN POURED, CABLES
-A
INDICATES #5 TOP BARS
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AND �4 �1�� TRAN BO LANDINGS SHALL BE
6" CONCRETE W/ #5 @G~ o' c. EACH WAY(U' N' O')'
' 7) ALL RBNF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
/� THE CURBS TO THE ANGLES W/ FASTENERS INCLUDED WITH EQUIPMENT CURB BY MANUFACTURER. GENERATOR W/ _
TENSIONED AND ALL SHORES AND RESHORES REMOVED.
�
BOTH EDGES OF E\��R� OPENING AND A�
°
INDICATES �5 TOP BARS ��12o'o'
,
(14 LONG W/ 1O" HOOK)
'2)
EXTERIOR MASONRY WALLS ARE TYPE (MW-2) UNLESS
' INDICATES �5 TOP BARS @12"n.u- (S^ LONG W/ 10" HOOK)
10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
78
/5\
'
SHO0M OTHERWISE.
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MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP')
'
96
BELOVYCONCRETE SLAB ABOVE' '-
------ INDICATES �5 BOTTOM BARS
INDICATES �5 TOP BARS 012"o,�. (1O^ LONG)
ALL PARAPET WALLS-ARE -MW-,4'Typ|CAL-y.N.D.
At
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INTERIOR MASONRY ARE TYPE (MW-1) UNLESS SHOWN
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FOR EXTERIOR WALL SEGMENTS 8 " LONG DR LESS
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POST-TENSION
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MASONRY ARE NOT BE COMPLETED UNTIL
INDICATES �4 HAIRPIN
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~ CONCRETE [
' uo. LSTAIRS SHALL BE ONQ
^
�
THE FLOOR ABOVE HAS BEEN POURED, CABLES
-A
INDICATES #5 TOP BARS
- < '
AND �4 �1�� TRAN BO LANDINGS SHALL BE
6" CONCRETE W/ #5 @G~ o' c. EACH WAY(U' N' O')'
' 7) ALL RBNF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
/� THE CURBS TO THE ANGLES W/ FASTENERS INCLUDED WITH EQUIPMENT CURB BY MANUFACTURER. GENERATOR W/ _
TENSIONED AND ALL SHORES AND RESHORES REMOVED.
BOTH EDGES OF E\��R� OPENING AND A�
°
INDICATES �5 TOP BARS ��12o'o'
,
(14 LONG W/ 1O" HOOK)
'2)
EXTERIOR MASONRY WALLS ARE TYPE (MW-2) UNLESS
' INDICATES �5 TOP BARS @12"n.u- (S^ LONG W/ 10" HOOK)
10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
78
/5\
'
SHO0M OTHERWISE.
�2
``~
`
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP')
'
96
BELOVYCONCRETE SLAB ABOVE' '-
------ INDICATES �5 BOTTOM BARS
INDICATES �5 TOP BARS 012"o,�. (1O^ LONG)
ALL PARAPET WALLS-ARE -MW-,4'Typ|CAL-y.N.D.
=
E-
3
INTERIOR MASONRY ARE TYPE (MW-1) UNLESS SHOWN
T-3 . '\
11)
FOR EXTERIOR WALL SEGMENTS 8 " LONG DR LESS
in
[/
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/ WALLS AND INTERIOR COLUMNS AND SHEAR�ALL�,
� EXCEPT THE AREA O\�� THE SPREAD R3O�N�S, �N0CA��� STUD RAIL SHEAR REINFORCING.
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m\
/ 4A
ALL MASONRY WALLS TO HAVE A REINFORCED,
-~�~1��|ND|�ATE� (7) �4 DIAGONAL TOP
8t BOTTOM. (5^ LONG)
12) INDICATES B" CONCRETE CRASH WALL W/#4 0S°o.c
- < '
GROUT FILLED CELL AT EVERY CORNER,
' 7) ALL RBNF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
/� THE CURBS TO THE ANGLES W/ FASTENERS INCLUDED WITH EQUIPMENT CURB BY MANUFACTURER. GENERATOR W/ _
' ---- E.F. VERTICAL AND �4 �M2'o.u. E.F. HORIZONTAL
^m �
BOTH EDGES OF E\��R� OPENING AND A�
°
INDICATES �5 TOP BARS ��12o'o'
,
(14 LONG W/ 1O" HOOK)
13) ` INDICATES 8° C|p CONCRETE WALL W/#5 010^o/c E.W. E.F. .|ND(CATED
PER THE MASONRY WALL SCHEDULE.
-----
INDICATES #5 TOP BARS
, ,
/
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'
INTERIOR MASONRY WALLS ARE TO STOP 1/7"
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14\ DRILL & EPDXY �" INTO CONCRETE
' '
BELOVYCONCRETE SLAB ABOVE' '-
------ INDICATES �5 BOTTOM BARS
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ALL PARAPET WALLS-ARE -MW-,4'Typ|CAL-y.N.D.
11/20/13 1
N O-rE: A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH
| G) PROVIDE CONTROL JOINTS BETWEEN MASONRY W0 DENOTES #5 0 l2' TOP 8c BOTTOM ^���/
16) PROVIDE LGx4x1/�"x 2" LC GALVANIZED STEEL ANGLES �� EA. ENDS &: W|0p0NTS OF INTERIOR GENERATOR/FUEL -��
------ U|M��UON !M�VV�M �up�VM| cV�Vm0� \pER A-C lU^lZ^4�
/ WALLS AND INTERIOR COLUMNS AND SHEAR�ALL�,
� EXCEPT THE AREA O\�� THE SPREAD R3O�N�S, �N0CA��� STUD RAIL SHEAR REINFORCING.
� '
' ^ `
� TANK. CURB &r FASTENED ANGLE TO SLAB V�/ 3/4° D|A� B" H)[D HIT HYl�D ADHESIVE `
' �"�'� "/ EMBED `v
� SYSTEM. HERE |S A TOTAL OF 3 ANGLES PER LONG �0E & � PER SHORT SIDE, /b 1O ANGLES TOTAL FASTEN '
~ ' "111,11"",_ ' ` ^ ^ ~ ' ' `' ^ ` ° ~-~
'-' - �-- -` - `- - - - -�-� `- ` �- - -
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( \��_zu SEE TYPICAL DETAIL ON SHEET �4.O1
` ' ^ �'
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' 7) ALL RBNF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
/� THE CURBS TO THE ANGLES W/ FASTENERS INCLUDED WITH EQUIPMENT CURB BY MANUFACTURER. GENERATOR W/ _
��'
REG. 0791
\ 8�R� ARE |ND|�ATED �N PLAN '
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` FUEL��NK �AX|WUW SERNCE �E|GHT(�ET1=28OO LBS FUEL TANK SE�NCE �E|GHT/�ET1=�34O �BS �
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COMMUMIES
2%0G Jo-An Drive Sarasota, FL34X81
K8^ FL �
South Miami,
SET DISTRIBUTIONS:
| 012114
04107114 15 Mk Coordhatbn
06/18114 16 S
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� 03"4 . " .Crane Tom ="a"onRev.
EDITED BY: Yp
PROJECT NO. 11
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