05-1471-019EXISTING SLAB
#4x2' -0" SET
IN EPDXY.
2 - #4 CONT.
NEW SLAB ON GRADE,
SEE PLAN
I
I
- C'
-
- #5 0 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 FOUNDATION EXPANSION
SCALE: 1" = 1' -0"
SEE ARCH'L DWGS. FOR STEEL
STRINGER & TREAD DETAILS
& DIMENSIONS
L4x4x%x4" LG. W/ (1)-% "06"
WEDGE ANCHOR
FIN. FL.
(2) #4 CONT. DOWEL TO BEAM
OR TURNDOWN AT ENDS
WHERE APPLICABLE
ALIGN FACE OF TURNDOWN W/ 8" 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 STAIR
INS'
PRI
OF
c�
Z
a
a
N
8" CMU REINF. W/
PIT WALLS & SLAB PROVIDED
#5 0 32" O.C.
IN BP -01
"
OTHER BAR 1' -0'
PAST NEAREST
'ALL POUR STOPS
)R TO PLACING
CONCRETE
(2) #5 BOTTOM
»A»
#3 0 16" O.C.
2" 1' -0"
TYP. "A" MIN.
"A"
!2e
W
0
(1) #5
(2) #5
BOTTOM
Notes:
#3 0 16" O.C. SET IN EPDXY
L4x4xY W/ Y2- WEDGE BOLTS 016"
O.C.
t2'J-
EL= SEE ARCH'L
EXISTING ROOF SLAB
W/ 5' EMBEDMENT.
FORM THE DIRT FACE OF WALL
TYPICAL 4 -SIDES
^ R
o
T.O. SLAB
#3 ®16" O.C.
` OF GIRDER
14 0 12" VERT.
14 12 DWLS. '
��
2 ", TYP.
II
INSIDE FACE �
Uj
MTL. DECK SLAB
STEEL BEAM,
o
U
L ! - <
o
REINFORCING
W/ EQUIV. CORNER BARS I I� I4• .
EXISTING CONCRETE
FOR SLOPE, REF. N
_
= III_ -11 •
I
SLAB.
CONT. WATERSTOP, SEE SPECS. _ -I
CONT. NIGH CHAIRS
FOR TYPE, TYP. I !.
00
J MTL. DECK
#4 ®12" EA. WAY TOP
NOTES:
. I\
2. SEE PLAN FOR SUMP PIT, WHERE REQUIRED. SLOPE PIT BOTTOM SLAB 1" TO SUMP PIT.
3. SEE OTHER DETAILS FOR ELEVATOR SILL DETAIL.
, - i
4. GENERAL CONTRACTOR TO COORDINATE ELEVATOR PIT SIZE, DEPTH, SILL DETAIL, AND BLOCKOUT
U
5. WHERE ELEVATOR PIT SLAB IS BLOCKED OUT TO ALLOW FOR PLACEMENT OF HYDRAULIC ELEVATOR
JACK, FILL BLOCKOUT WITH CONCRETE AFTER JACK IS SET.
1 ELEVATOR PIT
NEW CONCRETE SLAB,
x I x x x x x x I x
SEE PLAN
` • �
- - - -- - -- - --- - - - - -- --- - - - - --
` - -J
SHIM AS REQUIRED
MTL. DECK
OO
;
00
`
�"0 EXPANSION ANCHORS
EXISTING CONCRETE
0 24" O.C. ALTERNATE EACH
SLAB.
NEW CONCRETE SLAB,
SIDE OF BEAM WEB.
SEE PLAN
I ,
4' -0" MAX. 4' -0" MAX.
Revisions:
BOND BEAM, REINF.
AS SWOWN W/ #5's
EXISTING STEEL
BAR JOIST.
(EACH DIRECTION) (EACH DIRECTION)
0 PLAN REVISION 8/15/05
NEW STEEL BEAM,
ALL SIDES WITH
16" DEEP BOND
COLUMN REMOVAL 9/16/0-5
SEE PLAN
CORNER BARS
BEAM W/ 2 - #5
ALL SIDES WITH
NEW STEEL BEAM,
CORNER BARS
NEW PL 1 "x14 "W -2"
"0
SEE PLAN
AL
NOTES:
W/ (4) N EXPANSION
ANCHORS. SEE 1/S4.0.
1. SEE GENERAL NOTES FOR METAL DECK SLAB TEMPERATURE REINFORCEMENT.
NEW CMU WALL,
EXISTING STEEL JOIST
SEE PLAN WALL,
2. PROVIDE CONTINUOUS HIGH CHAIRS EACH WAY.
SEE PLAN
ELEVATOR
1
SLAB
��RO �OF
STEEL BEAM AT EXISTING ROOF SLAB
SLAB ROOF
WIRE MESH SUPPORT BARS
*��LEVATOR
3
SCALE: 1" = 1' -0"
SCALE: N.T.S.
SCALE: 1" = 1'- "
O
,.
SCALE: 3/4" = 1 -0
EXISTING SLAB
#4x2' -0" SET
IN EPDXY.
2 - #4 CONT.
NEW SLAB ON GRADE,
SEE PLAN
I
I
- C'
-
- #5 0 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 FOUNDATION EXPANSION
SCALE: 1" = 1' -0"
SEE ARCH'L DWGS. FOR STEEL
STRINGER & TREAD DETAILS
& DIMENSIONS
L4x4x%x4" LG. W/ (1)-% "06"
WEDGE ANCHOR
FIN. FL.
(2) #4 CONT. DOWEL TO BEAM
OR TURNDOWN AT ENDS
WHERE APPLICABLE
ALIGN FACE OF TURNDOWN W/ 8" 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 STAIR
INS'
PRI
OF
c�
Z
a
a
N
SCALE: N.T.S.
STFFI RFAM ----,
! Iil
-1 != • SEE PIT DETAIL FOR PIT WALL
! & BOTTOM SLAB REINF.
IIII-
° 2 ,-0
"
-1111 •
N
ED I i I -I
- SLOPE PIT BOTTOM SLAB
DOWN 1 TO SUMP PIT
ck� o it I I1 ! FI=
i - I I ii -I ( 2' -0" SO. U.N .O. " 1- I= ICN
_ I 00 10
�
,;,III_,II' III
CONT. SHEAR KEY _II (2) #4 EA. WAY L`
W/ WATERSTOP
NOTE: SEE PLAN FOR LOCATION AND SIZE WHERE DIFFERENT FROM DIMENSIONS
SHOWN IN THIS DETAIL
ELEVATOR SUMP PIT
SCALE: N.T.S.
., FXTFNO FVFRY
SEE PLAN
8" CMU REINF. W/
PIT WALLS & SLAB PROVIDED
#5 0 32" O.C.
IN BP -01
"
OTHER BAR 1' -0'
PAST NEAREST
'ALL POUR STOPS
)R TO PLACING
CONCRETE
(2) #5 BOTTOM
»A»
(1) #3 CONT. 0 EDGE W/
2" 1' -0"
TYP. "A" MIN.
"A"
!2e
W
0
(1) #5
(2) #5
BOTTOM
#3x4' -O' CORNER BARS
TYP.
(2) #5 CONT. T &B OF WALL
t2'J-
FORM THE DIRT FACE OF WALL
^ R
o
X
14 0 12" VERT.
14 12 DWLS. '
��
2 ", TYP.
II
INSIDE FACE �
Uj
a
0
STEEL BEAM,
o
U
#4 CONT. 0 12" INSIDE FACE _,
o
W/ EQUIV. CORNER BARS I I� I4• .
FOR SLOPE, REF. N
_
= III_ -11 •
NOTE 2
CONT. WATERSTOP, SEE SPECS. _ -I
FOR TYPE, TYP. I !.
00
CONT. SHEAR KEY T &B OF WALL �-�I
#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.
1 ELEVATOR PIT
SCALE: N.T.S.
STFFI RFAM ----,
! Iil
-1 != • SEE PIT DETAIL FOR PIT WALL
! & BOTTOM SLAB REINF.
IIII-
° 2 ,-0
"
-1111 •
N
ED I i I -I
- SLOPE PIT BOTTOM SLAB
DOWN 1 TO SUMP PIT
ck� o it I I1 ! FI=
i - I I ii -I ( 2' -0" SO. U.N .O. " 1- I= ICN
_ I 00 10
�
,;,III_,II' III
CONT. SHEAR KEY _II (2) #4 EA. WAY L`
W/ WATERSTOP
NOTE: SEE PLAN FOR LOCATION AND SIZE WHERE DIFFERENT FROM DIMENSIONS
SHOWN IN THIS DETAIL
ELEVATOR SUMP PIT
SCALE: N.T.S.
., FXTFNO FVFRY
SEE PLAN
"
OTHER BAR 1' -0'
PAST NEAREST
'ALL POUR STOPS
)R TO PLACING
CONCRETE
(2) #5 BOTTOM
»A»
2' -0"
TYP.
2" 1' -0"
TYP. "A" MIN.
"A"
!2e
W
0
(1) #5
(2) #5
BOTTOM
BEAM AS SHOWN
TYP.
X
2 ", TYP.
STEEL BEAM,
REVI
#4x(HOLE 0 + 2' -O'
(1) #5
4" MIN. BETWEEN SLEEVES WHEN
SPACING EXCEEDS 1' -0', PROVIDE
BAR ADJACENT TO EA SLEEVE
SEE PLAN SINGLE OPENING (2) #5 BOTTOM
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' -0 ", 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 -Y4" 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)
1.5" 1.5"
1.5" 1.5"
+ +
1.5'
COLUMN fE 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 FTG. AT PER AISC SPECS
CONTRACTOR'S OPTION. tip" NON- SHRINK (Y4" MIN )
GROUT I %" BASE PLATE W/
ANCHOR RODS PER 9/S4.1
4
-ill -
3" MIN.--t - i
Hi I
II_ -III_ III_I!1� II! -il
3� MIN
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 16" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION.
6. FINISH COLUMN AND TOP OF BASE PLATE ACCORDING TO AISC SPECIFICATIONS.
STEEL COLUMN ON SPREAD FOOTING
MINIMUM LENGTH AS REQ'D
TO ACCOMMODATE GROUT,
BASE PLATE, WASHER, NUT,
PLUS 1}¢"
PLATE WASHER, SEE
GENERAL NOTES
T.O. COLUMN BASE PLATE
T.O. CONCRETE
HEAVY HEX NUT
r
"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 &* LARGER THAN THE BOLT
DIAMETER.
TYPICAL ANCHOR ROD
Seal:
lv
LU , v,
onsu an s.
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
Samoa ♦ .
111111111 71go I
�` ■
E L E M E N T S
ARCHITECTS -INTERIOR DESIGNERS
Tampa Office
The Edgewater Building
600 South Magnolia Avenue
Suite 150
Tampa, Florida 33606
Phone (813) 251 -0565
Fox (813) 251 -0567
Miami Office
4240 Southwest 3rd Street
Miami, Florida 33134
Phone (305) 441- 7,E1'_-;
Fox (305) 774 -1,123 - - -
Nicholas Puglisi Architect License #AR12460
ELEMENTS State License #AA0002341 -
WACHOVIA - - - -
WEST GABLES BRANCH _ - - - ,
5880 BIRD ROAD
MIAMI, FLORIDA
Drawing No. /Dote 05 -02 -05
S -3.0
SCALE: N.T.S. 1
�..� SCALE: N.T.S. 05-111
Drawing Title /Scale /Drawn by VW
TYPICAL DETAILS