05-1471(2)-004F
L
F_
nlm
LJ
TO PREVENT UN
OF EXISTING FOt
NOTE 13
LoJ
STEEL STAIR L F
SEE ARCH'L
LA
L _J
EXISTING MASONRY WALL -
EXISTING CONCRETE COLUMN -
EXISTING FOUNDATION
EA
10
S4.0
W12x19
STEEL STAIR
SEE ARCH'L
NOTE__11 3
Fr I
7 F L+_ - ___j
_j L J I
FOUNDATION PLAN
NEW L5xV2yY4 W/ -Y4-0 EXPANSION
yloi ANCHORS 0 2 " C. (MINIMUM OF 2)
EXISTING CONCRETE
STAIR TO BE 1 2
REMOVED
r4
.0
3
?2
S4.0
NON
-LOADBEARING CMU, i R a i
REF. 3/SI.0 FOR REINF.
9 15 s
S4.0
Elf
_j
LLJ
CD_
U4
Lr)
p i C14
C)
C) � - i
12
AREA OF EXISTING -
FLOOR TO BE REMOVED
-POUR SLAB' DOWN ON WALL . . . .
ATI ELFVATOR DOOR,,! COO�RDINATE
S4.0
SILL DETAIL' W/ iELEV. MFR.
Ak
NEW 1_5x3YxY W/ -Y4'0 EXPANSION
jANC1HOR$ @;24"{O.C. i
EXISTING MASONRY
WALL, TYPICAL.
EXISTING CONCRETE
COLUMN, TYPICAL
�_ rj
F6
L
_j L - -
- - - - - J
DEPTH
- -- - - -
__j
--
L -1
I-
F- I
16"
(4) #5 EACH WAY, BOTTOM
F4
4'-0 "x4'-0"
16"
L
173-5.5
I- - - -7
_j
L_
5
F_ _J
L
00
CO
C.D
P=
I-- - - -
L
FL--
-7
1
DETAIL 11/S3.0
IJ
DETAIL 1 1/S3.0
F-1
I
1-1
I
IJ
F -1 F -1 F
Fr-,,. _41 L __j L_
1 F_
_j
L_-_J L -- - L _j
1 -
S5.0
N-FILL VISTiNG SLAB; OPENINGS W�( MFTAl_ lDEC
AND, 3000psi CONCRETE TO, MATCH EXISTING
DBE NEW. TRANSFER
EX N D.C. EA. F E,
EXISTING *COLUMN 'TO BE DRILL & EPDXY #4 @ -8
(IV Y
- BELOW
VE 'AE
PEMOVEDl ABOVE ONLYi
SEE 'ARCH'L FOR LOCATIONS 1
Exis �YE �G COLUMN To BL
EXISTING D ABOVE AND BELOW I
I -j
COLUMN
it
EXISTING S'TEELi BEAM P
1805 (24 Y1&35 .24.
'ONN ECT NEVI BEAM TO
±112'-10" 1
T.O. SLAB
00 00 � co ca 00
C14 04 PO N 04 C14
0
U')
X X X X X
to 00 to to
)ELD DETERMINE 01 6'-0-
5 TYP
S4.0 .
W1 6x261 (11
2
8
11805 (24)
W16x26 10
H
I
PLAN SIZE
DEPTH
REINFORCEMENT
k7
�
16"
(4) #5 EACH WAY, BOTTOM
F4
4'-0 "x4'-0"
16"
(5) #5 EACH WAY, BOTTOM
173-5.5
3'-0 "x5-6*
S4.0
(P
5
00
CO
C.D
P=
- - -
- - - - - - - -
- -
- - - - - -
2nd FLOOR FRAMING PLAN
SCALE- 1/8"=V-0"
Notes:
2 2
- --- - - - - - - - - - - -
4 - - -
- - - - - - - -- - - - - - - - - - - - - -- ___ ---7---7---
7 Tj rl 0 . 'L e
NEW TRANSFER
NEW TRANSFER
>< ><, 7
7 UJ tAJ BEAM BELOW
BEAM ffLOW
k I f
_-D 5-< W,1430
Uj
co
co ;(EXIST;
Revisions:
W
�1436 (EXIST)
Ij L L ----------- \_1 < PLAN REVISION 8 15 05
X-COLUMN REMOVAL 9Z16/05
FASTEN W NG BEAM
N N BEIS TO EXISTI t (EXIST
114145 EXIST
W/• DOUBLE ANGLE CONNECTION AS REQ' W1 4' x 45 W
NEW ROOF TOP UNIT,' E
REF. 1&2/S1.d
COORD. V/ MECH. DW GS.
I
TYP.,
X X
H
_J
001
:C0
_J Seal:
EkISTINGt STEEL! JOISTS,` AND I
CONCRETE SLAB To BE REMOVED.
LI o'
3
W803
�6 1 1 NEW 4" CONCRETE SLAB
�-o I L-- - - - - -- I -REINF. W/ (8)#5
C" M
X 1;< REMOVABLE HOIST bEAM, 6E - -- ---------------- ----- (EXIST� - -------- -
-1 6�`XTe CONCRETE BEAM
N �2 - - - - - - - 77 7
1/S4.0 FOR, CONNECTION,
q- J
L A - - - - - _____^ - -
ji
FASTEN NEW BEAMS TO EXISTING WALL Consultants:
REF., 1/S4.0 FOR 'SIM. DETAIL
pp
DECAROWILLSON
STRUCTURAL ENGINEERS
1705 N. 16TH STREET, TAMPA, FLORIDA 33605
PARTIAL ROOF PLAN PHONE (813) 817-4707 FAMIT262-2338
CERTIFICATE OF AUTHORIZATION #. 25896
SCALE: 1/8'=I'-O' JOHN L. DECARO, P.E. No. 56031
SHORING GENERAL NOTES:
1. SHORING IS REQUIRED FOR ALL AREAS OF DEMOLITION.
2. ROOF SHORING MUST TRANSFER LOAD TO GROUND LEVEL.
3. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND CONSTRUCTION
MEANS AND METHODS, SEE GENERAL NOTES ON S-1.0.
FOUNDATION PLAN NOTES
1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. TOP OF ALL FOOTINGS AT ELEVATION -1'-4" UNLESS NOTED OTHERWISE.
3. REPLACEMENT SLAB ON GRADE IS 4" THICK NORMAL WEIGHT CONCRETE REINFORCED
WITH WWR 6x6-W2.9Xw2.9. SEE GENERAL NOTES FOR CONCRETE STRENGTH AND
MAXIMUM WATER/CEMENT RATIO.
4. SLAB ON GRADE TO BE PLACED ON MOISTURE BARRIER PER SPECIFICATIONS.
5. PLAN DESIGNATION:
F-xx DENOTES SPREAD FOOTING TYPE "xx"
6. REFER TO THE GEOTECHNICAL REPORT FOR SITE PREPARATION.
7. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND REPORT ANY
DISCREPANCY TO THE ARCHITECT AND ENGINEER.
8. CONTRACTOR TO VERIFY ALL SLAB EDGE, STAIR AND ELEVATOR OPENING DIMENSIONS
WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.
9. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR SLAB
PENETRATIONS AND UNDERGROUND UTILITIES.
10. SEE SHEET S3.0 FOR FOUNDATION AND SLAB ON GRADE TYPICAL DETAILS.
11. ALL FOOTINGS SHALL BE CENTERED UNDER THE WALL OR COLUMN THEY SUPPORT,
U.N.O.
12. PROVIDE 2-#4 x 4'-0" ADDITIONAL SLAB REINFORCEMENT AT ALL RE-ENTRANT
CORNERS.
13. NEW EXTERIOR CMU, REINF. W/ #5 AS SHOWN, PROVIDE THICKENED SLAB SIM. TO
DETAIL 3/S1.0. PROVIDE BOND BEAM ON TOP SIM. TO DETAIL 11/S4.0, DRILL &
EPDXY BONDBEAM REINF. TO EXISTING.
SPREAD FOOTING SCHEDULE
MARK
PLAN SIZE
DEPTH
REINFORCEMENT
F3
3,-0"X3,-0*
16"
(4) #5 EACH WAY, BOTTOM
F4
4'-0 "x4'-0"
16"
(5) #5 EACH WAY, BOTTOM
173-5.5
3'-0 "x5-6*
16"
(4) #5 LONG DIR, BOTTOM
(6) #5 SHORT DIR, BOTTOM
FLOOR PLAN NOTES
1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
2. TYPICAL FLOOR SYSTEM:
3 %" LIGHTWEIGHT CONCRETE (f'c=3,500 psi @ 28 DAYS) ON 2'
DEEP, 20 GAGE GALVANIZED (G90) COMPOSITE METAL DECK (5 %-
TOTAL). REINFORCE SLAB WITH WWR 6x6 - W2.9xW2.9, U.N.O. SEE
DETAIL 3/S3.0 FOR WWR SUPPORT BARS.
3. SEE PLAN FOR TOP OF SLAB ELEVATIONS.
4. METAL DECK SHALL BE PLACED WITH A TWO SPAN CONDITION
MINIMUM. NO SINGLE SPANS ALLOWED WITHOUT ENGINEER'S WRITTEN
APPROVAL
5. SEE GENERAL NOTES FOR STEEL TYPE AND GRADE REQUIREMENTS.
6. ALL STEEL FRAMING IS TO BE FIREPROOFED, U.N.O.
7. COMPOSITE STEEL BEAMS ARE NOTED AS FOLLOWS:
W1 601 = STEEL WIDE FLANGE SECTION
(20)= 20 SHEAR CONNECTORS
8. , " INDICATES DIRECTION OF METAL DECK SPAN.
9. SEE SHEETS3.0 FOR TYPICAL FLOOR FRAMING DETAILS.
10. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR
PENETRATIONS NOT SHOWN. SEE TYPICAL DETAILS FOR ADDITION
REINFORCEMENT REQUIREMENTS AT OPENINGS.
11. CONTRACTOR TO VERIFY ALL SLAB EDGE AND STAIR DIMENSIONS
WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.
12. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE
ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION.
a M
ft 7to
M`- Y
ARCHITECTS ---INTERIOR-- DESIGNERS
T
To m �D a: Of fl-C e
The Edgewater Luilcing
600 South Magnolia Avenue
Suite 150
Tampa, Florida 33606
Phone (813) 251-0565
Fax 03 251-0567
Miami 0 f f i c e
4240 Southwest 3rd Street
Miami, Florida 33134
Phone (305) 441-7617
Fax M5 774-1123
Nicholas Puglisi Architect License #AR12460
ELEMENTS State License #AA0002341
•
I
WEST GABLES BRANCH
5880 BIRD ROAD
MIAMI, FLORIDA
Drawing No./Date 05-02-05
S-2.0
05-111
Drawing Title/Scale/Drawn by v
FLOOR PLANS