04-04-039COLUMN
9LOCKOUT
L.
4 -- "0 A307
6"
i
Q a ,
a
X >t�X X-7---X 4 I I. a X
° ' _ •
I.• I —I I —I —I
- 11= III = III -III; �, a.. I I � ' 11�111�111 -III;
HEAVY HEX AND j I ° 2" NON— SHRINK GROUT
SEE PLAN PLATE WASHER -
ti:;
T.O. FTG.
• _ HEAVY HEX
'CN4 ic STD. WASHER
N .. In 3
% 4 ,•
a CLR.
• :,. ,
TACK NUT ac M
WASHER TO
BOLT >—
F -9.5 = 9'- 6 "x9' -6" WITH 10 #8 EACH WAY BOT
F -7.0 = 7'— O "x7' -0" WITH 8 #6 EACH WAY BOT
1 TUBE COLUMN FOOTING DETAIL
EXISTING WALL
" " 2 ISOLATION JOINT.
E x8 CONIC CUR13 USE PREMOLDED JOINT j
WITH #4 CONT FILLER, TYPICAL /
#4x3'—O" 018" TOP /
• - .. EXTEND HOOK TO /
#4 +STD HOOK
BOTTOM REINF. r
a /
012" O.C. /
x --- ix • X" x x x , x x x � x /
ir— — — — — — r
l I I I I I I I I I- I I I -1 11- -1 I i -1 I hI I hI I hI I
� _III -1�,� � IIIIIiIIIIIIIiIIIIIIiIIIII- iIIIIII /
N • j
2 #5 CONT r
8"
EXISTING 20x24
COLUMN
APPLY EPDXY C
BETWEEN PL. A
CONC. BEAM. U
SIKADUR 31 Hl-
MC18x42.7 W/
2 -4 "0 W.A.
STAGGERED
0 18" O.C.
EXTERIOR SLAB EDGE TURN DOWN
4-3-"0 W.A. AT COL
AND WALL, GA =12 "x 1:
U
IN
CHANNEL AT COLUMN
OR CONC WALL
EXISTING 20x32
BEAM
REINFORCING EXISTING BEAM
I
I
�--- SLAB EDGE
I
ISOLATION JNT (IJ)
LSi OR CJ
CONTROL JNT
I
I
EDGE DOWN
I
I
I
I
I EXTERIOR
SJ OR CJ
SJ OR CJ
SLAB EDGE
/
CONSTRUCTION JOINT
45 PROVIDE BONDING
AGENT
EXTERIOR WALL ON
FOOTING
ISOLATION JNT (IJ)
INTERIOR EXTERIOR
CONTROL JOINTS @ COLUMNS
10' -4 -t"
EXISTING BEAM
W6x12 7' -4 t "
NEEDLE BEAMS,
AT 1/3 POINTS. DRILL k EPDXY
GROUT 2 #5 AT
3 ".0 PIPE EACH JAMB W/
5" EMBEDMENT iv
I _
SEQUENCE
Fi INSTALL NEEDLE BEAMS
REMOVE MASONRY WALL
�3 INSTALL LINTEL AND KNOCK —OUT BLOCK COURSE.
FILL LINTEL AND JAMBS W /CQNC. PER 7/S3.1
NEW OPENING AT EXISTING WALL
11" ,
HSS 12x12 COL,
SEE PLAN
T
It x10x0' -10"
— HSS 6x6, SEE PLAN
+10' -6"
P.
CURTAIN WALL,
SEE ARCH.
HSS TO SUPPORT CURTAIN WALL
AT FIRST FLOOR
SCALE 1 " =1' -0"
" JOINT
USE PREMOLDED JNT FILLER
Al A ISOLATION
x— —X xc x JOINT (IJ) 1 =1
SAWCUT 1/4 TO 1/3 OF SL DEPTH �k
SAW —CUT
x X X X x x JOINT (SJ)
BURKE KEYED KOLD FORM
'' CONSTRUCTION A F 4
x, x x x— '' x —�x�c x
JOINT (CJ)
* PROVIDE SEALANT WHERE REQUIRED BY ARCHITECT
SAWCUT AS SOON AS POSSIBLE AFTER CONCRETE
HARDENS. SAW CUTTING MUST BE COMPLETE
WITHIN 8 HRS. AFTER HARDENING.
3 CONTROL JOINTS
�. NEW JAMB
OPNG EACH SIDE
REMOVE THREE BILKS k
INSTALL 2 #5. FILL JAMB
a SOLID W /CONCRETE.
NEW OPENING AT EXISTING WALL
HSS 4x4x4
TUBE TO COLUMN CONNECTION
SLAB ON GRADE
N 0 T U S E D
r
HSS 6x6, SEE PLAN :,N L4x4 4x1' -0" WITH 4 "f
W.A. ITH 44" EMBEDMENT
+ + DE. FILL CELLS SOLID
WITH CONCRETE PRIOR TO
+8'-6" AT 2nd FLOOR o, INSTALLING ANGLES.
OL +10' -0" AT 3rd FLOOR
`J F�N
4
4
CURTAIN WALL TO TUBE TUBE CONNECTION TO EXISTING
MASONRY WALL
L4x4xTgx1' S0" EA.
SIDE w /2 —= W.A.
Oa" c/c WITH 24"
EMBEDMENT TYP.
1
—*4 4
+ BASE PLATE 2 "x6 "x0' -10"
>; WITH 2 —s" 0 W.A. WITH
3x" EMBEDMENT.
CURTAIN WALL
COLUMN BASE PLATE
3
DO NOT WELD
TO TUBE Tc
L4x4x�
x0' -8" EACH
SIDE OF COL.
I I
I I
EXISTING 32" DT
ROOF FRAMING
COLUMN TO EXISTING CONNECTION
DRILL AND EPDXY GROUT
#306" WITH STD. HOOK
W /4" EMBEDMENT O 18"
1#4 CONT.
EXISTING 6" SLAB
SEE PLAN w
7/1
NEW SLAB ON GRADE AT EXISTING
SEE
ARCH.
DWGS.
FOR
STAIR
TREADS
AND
RISERS.
1 " EXP JT #4012" O.C.
2 #4 TOP EACH WAY BOTTOM
rr /ri rr /r
1 #3 AT EACH
2 #4 (TYP.) / ' NOSING >:
n
i
r • • � � N
6" WALLS WITH 4 - •
#4012" O.C. VERT.
DRILLED k EPDXYED
INTO EXIST. STRUCT.
(TYPICAL 3 EMBEDMENT
SIDES)./
STYROFOAM TO REMAIN
IN PLACE
• w
•
i
1 �
w
r�v
9 NEW CONCRETE STAIR AT EXISTING
AT SECOND FLOOR
A R C H I T E C T S
3501 Griffin Road
Ft. Lauderdale, FL 33312
(954) 266 -2700 Fx: (954) 266 -2701
sma@saltzmichelson.com
AA- 0002997
POOL WALL BY
OTHERS
'OXY GROUT
'H 4" EMBED.
HSS TO SUPPORT CURTAIN WALL 13 SLAB -ON -GRADE AT POOL WALL
AT SECOND FLOOR SCALE 1 " =1' -0"
0
BLISS & NYITRAY, INC.
CONSULTING ENGINEERS
Fla. Cert. No. El 674
51 S.W. LE JEUNE ROAD MIAMI, FLORIDA 33134
PHONE (305) 442 -7086 FACSIMILE (305) 442 -7092
www.bniengineers.com
George N. Khoury P.E. Fla. Reg. No. 55479
rJFTt;,ffff ".1 If
TO THE BEST ;-'MY "r:NOWLEDGE, -11�E- FLANS
AND SPECIFICATIONS- -00�!PLY,WI �,s?F{
APPLICABLE MINIMUM -FJi. [J)iNG'CC? E^:
Project No.:
•' . • .
20o=r6c'ri / BNT X331
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REVISIONS:
LA FITNESS
1 01 -22 -04
BLDG, DEPT.
2 02 -27 -04
DRAWING TITLE
CONCRETE
DETAILS
S3.1