05-1471(2)-005EXISTING CONCRETE
SLAB.
NEW STEEL BEAM,
SEE PLAN
NEW PL 1"x14 "xl' -2" -
W/ (4) -Y4"0 EXPANSION
ANCHORS. SEE 1 /S4.0.
O
� t • .ySR..i
- `-,
n ELEVATOR SLAB @ ROOF
L/ SCALE: 1" = 1' -0"
EXISTING SLAB
#3 ® 16" O.C. SET IN EPDXY
W/ 5" EMBEDMENT.
#3 ® 16" O.C.
NEW CONCRETE SLAB,
SEE PLAN
16" DEEP BOND
BEAM W/ 2 - #5
ALL SIDES WITH
CORNER BARS
NEW CMU WALL,
SEE PLAN
#4x2' -0" SET
IN EPDXY.
2 - #4 CONT.
NEW SLAB ON GRADE,
SEE PLAN
d q
4 d r
!!! ,)
=1 � 11 =1 ! I I 1 =1 I { =1 ! 1 =1 11=
III =1 I 1 ;
d
43
• C d a � d • • � d d ! ! ( -! !
q G
c I-
4
#5 ®9 O.C. E.W.
BOTTOM. TRANSVERSE
BAR TO BE SET IN EPDXY
WITH HOOK AS SHOWN.
EXISTING FOUNDATION #5 0 12" O.C. E.W.
SET IN EPDXY
WITH HOOK AS SHOWN.
EXISTING FO UNDATION EXPANSION
11 SCALE. 1 " = -0"
SEE ARCHT DWGS. FOR STEEL
STRINGER & TREAD DETAILS
& DIMENSIONS L4x4x%x4" LG. W/ (1� "0x5"
WEDGE ANCHOR
die FIN. FL.
• a O
e ° I
(2) #4 CONT. DOWEL TO BEAM .
OR TURNDOWN AT ENDS `
WHERE APPLICABLE
ALIGN FACE OF TURNDOWN W/ 8M INTERIOR POUR TURNDOWN CONT. BETWEEN
END OF STAIR STRINGER 18 EXTERIOR PARALLEL STRINGERS, EXTEND
U.N.O. ON PLAN TURNDOWN A MIN. OF 2' -0" PAST EA.
END U.N.O. ON PLAN
NOTES:
1. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF STAIR STRINGER
LOCATIONS WITH ARCHITECTURAL DRAWINGS AND PROVIDE TURNDOWNS WHERE
REQUIRED WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT.
2. CLIP ANGLE TO BE HIDDEN BENEATH FIRST TREAD. WHERE OPEN RISERS ARE USED,
COORDINATE THE LOCATION WITH THE ARCHITECT.
SLAB TURNDOWN @ STEEL S TAI R
C
`o
u
V
O
EXISTING ROOF SLAB
SHIM AS REQUIRED
% "0 EXPANSION ANCHORS
® 24" O.C. ALTERNATE EACH
SIDE OF BEAM WEB.
NEW STEEL BEAM,
SEE PLAN
EXISTING STEEL JOIST
STEEL BEAM AT EXISTING ROOF SLAB
SCALE: N.T.S.
8" CMU REINF. W/
PIT WALLS & SLAB PROVIDED #5 0 32" O.C.
IN BP -01
(1) #3 CONT. ® EDGE W/
#3x4' -0" CORNER BARS
2' -0" .
/- (2) #5 CONT. T &B OF WALL
.III III -f I I =f I I -I I• .°
FORM THE DIRT FACE OF WALL
i - Nr #4 ® 12" VERT.
#4 ®12 DWLS. INSIDE FACE Of
W °
� U
#4 CONT. ® 12" INSIDE FACE I o
W/ EQUIV. CORNER BARS I
-II- 1 ' FOR SLOPE, REF. N
11 4° : " ' NOTE 2
�I_. y _
CONT. WATERSTOP, SEE SPECS. - I�. • "
FOR TYPE, TYP.
00
CONT. SHEAR KEY T &B OF WALL -III -III #4 ® 12" EA. WAY TOP
NOTES:
1. BRACE WALL AS REQUIRED UNTIL UPPER SLAB IS POURED AND HAS REACHED 2500 psi MINIMUM.
2. SEE PLAN FOR SUMP PIT, WHERE REQUIRED. SLOPE PIT BOTTOM SLAB 1" TO SUMP PIT.
3. SEE OTHER DETAILS FOR ELEVATOR SILL DETAIL.
4. GENERAL CONTRACTOR TO COORDINATE ELEVATOR PIT SIZE, DEPTH, SILL DETAIL, AND BLOCKOUT
REQUIREMENTS WITH ELEVATOR'S MANUFACTURER'S APPROVED SHOP DRAWINGS.
5. WHERE ELEVATOR PIT SLAB IS BLOCKED OUT TO ALLOW FOR PLACEMENT OF HYDRAULIC ELEVATOR
JACK, FILL BLOCKOUT WITH CONCRETE AFTER JACK IS SET.
ELEVATOR PIT
SCALE: N.T.S.
STFFL RFAM.�
■ -1 =r-
EXISTING CONCRETE
SLAB.
EXISTING STEEL -
BAR JOIST.
ELEVATOR SLAB ROOF
SCALE: 1" = 1' -0"
#3 ® 16" O.C. SET IN EPDXY
W/ 5" EMBEDMENT.
#3 0 16" O.C.
NEW CONCRETE SLAB,
SEE PLAN
16" DEEP BOND
BEAM W/ 2 - #5
ALL SIDES WITH
CORNER BARS
NEW CMU WALL,
SEE PLAN
I ( -I I • 1
=I I I I SEE PIT DETAIL FOR PIT WALL
& BOTTOM SLAB REINF.
O
I
" IIIIIII�
-III SLOPE PIT BOTTOM SLAB
_ -1 I � I =I I �•° • _ _ DOWN 1 TO SUMP PIT
d ° -
I -I
-1 I -I I {-
° ° ♦-
• ° ° d
O• III -I 1 I-
_ a
III -I I 2' -0" SQ. U.N.O.
• N I4
. 14 I I- III -f II
I) d° °a .. ♦ �.� .d I-- III -I I i-
' ICI =ICI
CONT. SHEAR KEY EA. WAY Lr
=1 I I I I I =! 1 I I I I -► I I =1 I I =1 I I -► I I =) I I -1 I I-
' I Ii) l l'
(2) #4
W/ WATERSTOP
NOTE: SEE PLAN FOR LOCATION AND SIZE WHERE DIFFERENT FROM DIMENSIONS
SHOWN IN THIS DETAIL
\ ELEVATOR SUMP PIT
SCALE: N.T.S.
�- EXTEND EVERY
SEE PLAN
`
OTHER BAR 1' -0"
PAST NEAREST
INSTALL POUR STOPS
PRIOR TO PLACING
OF CONCRETE
(1) #5, TYP.
1
I
I
(2) #5 BOTTOM
" •
A
2' -0"
A TYP.
2" 1,- III
J. "A" MIN.
IV
v 'A"
Y
W
0
(1) #5
(2) #5
BOTTOM
BEAM AS SHOWN
x
2' -0"
TYP.
4
11
x
\ /
\
2 ", TYP.
STEEL BEAM.
g4x(HOLE 0 + 2' -0 ")
(1) #5
4" MIN. BETWEEN SLEEVES WHEN
SPACING EXCEEDS 1' -0 ", PROVIDE
BAR ADJACENT TO EA SLEEVE
SEE PLAN SINGLE OPENING (2) #5 BOT OMY� MULTIPLE OPENINGS PIPE SLEEVES
NOTES:
1. "A" = OPENING DIMENSION IN THE DIRECTION PERPENDICULAR TO DECK SPAN. USE THIS DETAIL FOR "A" </= 4' -0" WHEN SPACING BETWEEN MULTIPLE OPENINGS IS </= 2'-Ow, REINFORCEMENT SHOULD BE PLACED AS SHOWN IN SINGLE OPENING CONDITION.
2. COORDINATE OPENING SIZE AND LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
3. MAXIMUM DIMENSION "A' SHALL BE 4' -0 ". REFER TO PLAN OR DETAIL ON DRAWINGS FOR FRAMING OF OPENINGS GREATER THAN 4' -0 ".
4. WWF SLAB REINFORCEMENT SHALL BE CUT AROUND SLAB OPENING. WWF SHALL EXTEND TO WITHIN 2" OF OPENING ON ALL SIDES.
5. OPENINGS 10" AND SMALLER DO NOT REQUIRE ADDITIONAL REINFORCEMENT.
6. FIELD CUT OPENINGS IN DECK AFTER CONCRETE SLAB HAS BEEN POURED AND HAS ATTAINED MINIMUM 75% OF ITS SPECIFIED 28 DAY COMPRESSIVE STRENGTH. DO NOT FIELD CUT METAL DECK UNTIL IMMEDIATELY BEFORE OPENING IS NEEDED.
7. REINFORCEMENT PERPENDICULAR TO DECK SPAN SHALL BE PLACED ON TOP OF DECK FLUTES.
8. REINFORCEMENT PARALLEL TO DECK SPAN SHALL BE PLACED IN THE LOWER FLUTE AND SHALL BE CHAIR TO PROVED X" COVER.
9. THIS DETAIL SHOWS TYPICAL CONDITIONS. VERIFY REINFORCING STEEL PLACEMENT WITH ENGINEER FOR SPECIAL CASES.
10. PROVIDE REINFORCEMENT AS SHOWN FOR SQUARE, RECTANGULAR OR ROUND OPENINGS.
OPENING IN COMPOSITE METAL DECK SLAB (FLOOR OR ROOF)
SCALE: N.T.S. 7 SCALE: N.T.S.
U
t�
4
OF BEAM
MR. DECK SLAB
REINFORCING
I
CONT. HIGH CHAIRS
MTL DECK
MR. DECK
-0" MAX
OF GIRDER
I
NOTES:
1. SEE GENERAL NOTES FOR METAL DECK SLAB TEMPERATURE REINFORCEMENT.
2. PROVIDE CONTINUOUS HIGH CHAIRS EACH WAY.
WIRE MESH SUPPORT BARS
SCALE: 3/4" = 1' -0"
1.5" 1.5" 1.5" 1.5"
1.5"
+ +
COLUMN COLUMN
POUR SLAB DOWN ALL AROUND COLUMN COLUMN & FTG, U.N.O.
BASE PLATE AS SHOWN. SLAB MAY BE SEE PLAN
POURED DOWN OVER ENTIRE FIG. AT PER RISC SPEC'S
CONTRACTOR'S OPTION. PER
MIN.)
%* NON- SHRINK
GROUT I �6" BASE PLATE W/
ANCHOR RODS PER 9/S4.1
1-91, m lit-i
3" MIN. - .I
NOTES:
1. SEE PLAN FOR FOOTING SIZES AND REINFORCEMENT.
2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS.
3. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AISC SPECIFICATIONS.
4. WASHERS SHALL BE INSTALLED OVER OVERSIZED HOLES.
5. CONTRACTOR SHALL PROVIDE )6" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION.
6. FINISH COLUMN AND TOP OF BASE PLATE ACCORDING TO AISC SPECIFICATIONS.
STEEL COLUMN ON SPREAD FOOTING
SCALE: N.T.S.
MINIMUM LENGTH AS REQ'D
TO ACCOMMODATE GROUT,
BASE PLATE, WASHER, NUT,
PLUS 11¢"
PLATE WASHER, SEE
GENERAL NOTES
T.O. COLUMN BASE PLATE
T.O. CONCRETE
HEAVY HEX NUT
r
Y4"0 ANCHOR ROD
ASTM F1554, GR36
NOTES:
1. BOLT THREADS AT THE EMBEDDED END SHALL BE STRIKED AT TWO PLACES
BELOW THE HEAVY HEX NUT.
2. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE TIGHTENED TO A "SNUG
TIGHT" CONDITION AS DEFINED BY AISC AFTER THE CONCRETE IS AT LEAST
14 DAYS OLD.
3. THE HOLE IN THE PLATE WASHER SHALL BE YOB" LARGER THAN THE BOLT
DIAMETER.
TYPICAL ANCHOR ROD
SCALE: N.T.S.
Notes:
I
I
I
I
Revisions:
I
I
I
Seal:
Consultants:
DECAROWILLSON
STRUCTURAL ENGINEERS
1705 N. 16TH STREET, TAMPA, FLORIDA 33605
PHONE (813) 817.4707 FAx (813) 262.2338
CERTIFICATE OF AUTHORIZATION #. 25896
JOHN L. DECARO, P.E. No. 56031
ft* go
1
..I ♦ •
to
L E-M E I
♦mss <!. ��
ARCHITECTS • INTERIOR- -DESIGN`RS- __
Torrpo O_- ffi_ce- -
The EdgEvrater -EE,3uifdin6
600 South Magnolia Avenue -
Suite 150
Tampa, Florida 33606
Phone (813) 251 -0565
Fax (813) 251 -0567
Miami Office
4240 Southwest 3rd Street
Miami, Florida 33134
Phone (305) 441 -7617
Fax (305) 774 -1123
Nicholas Puglisi Architect License #AR12460
ELEMENTS State License #AA0002341
T � �
WEST (SABLES BRANCH
5880 BIRD ROAD
MIAMI, FLORIDA
Drawing No. /Date 05 -02 -05
S -3.0
05 -111
Drawing Title /Scale /Drawn by VW
TYPICAL DETAILS