13-1056-014SHEATHING, SEE
NOTE 3/S -2
NYHTAI6
BY NU -I UE
BY us \
�R LEDGER
HANGER SEE
=CTION 2/8-4
EL.+S' -2'
TOP OF
EXIST'G BEAM
M 5 DOWELS x 5' -O' —
DRILLED THRU
EXISTING GONG. BEAM
t SET W/ EPDXY.
REMOVE EXISTING S'
GMU WALL EXTERIOR
FACE SHELL TO
INSTALL NO. 5 VERT-
REBARS_
M 5 DOWELS x 3' -0'
DRILLED INTO
EXISTING CONC.
FOOTING FOR 4' t
t SET W/ EPDXY.
TOP OF
EXIST'G SLAB
EL. V.1 F.
TOP OF
EXIST'G_ FTG.
C
1 &C I ION
5-1 SCALE: 3/4' = 1' -0'
12
4BF-
PREFAB
WD. TRUSSES
6 24' O.G.
TB
90° STD. HOOK
EXISTING GONG.
BEAM TO REMAIN
EXISTING ON CMU WALL
TO REMAIN
J' P/M EXP. JT.
MATERIAL
EXISTING GLAB
TO REMAIN
EXISTING:
CONCRETE FTG.
SPREAD FOOTING SCHEDULE
MARK
SIZE
L X W X TI- fIGGENESS
REINFORCEMENT
MARKS
BOTTOM
TOP
SHRT. BAR.
LONG. BAR
SHRT, BAR
LONG. BAR
W= -16
CONT.16 x 12
4
205
5 * 32' O.C..
R_ TO
5
WF -20
CONT. 20 x L 2
FOUNDATION
2 0 5
• 4 s 48' O.C.
TO ROOF
WF -24
CONT. 24 x 12
04 i 36'
305
ALL BENTS t CORNERS_ REMAINDER ZONE Q
F -36
3'- 6'x3'- 6'x14'
4" 5
405
4 0 5
405
F -40
41- 0'x4' - 0'x14'
4" 5
405
4 0 5
405
F -50
5'- 0'x5'- 0'x16'
6 •5
6 05
605
605
GROUND FLOOR 4 FOUNDATION NOTES
Ia SOIL STATEMENT
SOIL AT THIS SITE IS SAND t ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD
OF 2000 PSF AFTER EXCAVATION. SIGNED 4 SEALED LETTER WILL BE SUBMITTED
BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPOM WHICH THE DESIGN
IS BASED ON.
2a TOP OF ALL FOOTINGS s -2' -S' NLGY.D.
3a PLACE ALL NEW GONG_ SLABS OVER S MIL VAPOR BARRIER,
OVER WELL COMPACTED, CLEAN t TERMITE TREATED FILL.
4a DENOTES Of MASONRY BEARING WALL REINFORCED W/ OS CzALV.
LADDER TYPE HORIZONTAL JOINT REIN. 0 1r&' O.C. FOR VERT_ REIN.
SEE SCHEDULE THIS SHEET,
5.1 C,J_ DENOTES I/8' x 2' SAW -CUT CONTROL .JT. TO TAKE PLACE
24 HOURS AFTER SLAB HAS BEEN CAST_
6 3 A S' CMU STEM WALL, FOR REIN. SEE NOTE 4 / 8-1
A
n
Z
Q
i
O
-1
Q
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u-
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d
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N
EXISTING
CBS STRUCTURE
POOL EQUIPMENT
TO REMAIN
w
r ry
JOSEPH CHAN, PE, PSM, CGC
P.E. # 40587 LS # 6821 —
STATE OF FLORIDA
MINCE PLAN
cD
S" CMU WALL VERTICAL
REINFORCEMENT SENT SCHEDULE
FLOOR TO
ZONE
WALL
VERTICAL REINFORCEMENT IN
FLOOR
THICKNESS
FULLY GROUTED BLOCK CELL
FOUND. TO
ROOF
4
8'
5 * 32' O.C..
R_ TO
5
8'
« 5 , 24' O.G.
FOUNDATION
INTERIOR
• 4 s 48' O.C.
TO ROOF
WALLS
ZONE Q IS DEFINED AS i' -0' EACH SIDE OF
ALL BENTS t CORNERS_ REMAINDER ZONE Q
GROUND FLOOR 4 FOUNDATION NOTES
Ia SOIL STATEMENT
SOIL AT THIS SITE IS SAND t ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD
OF 2000 PSF AFTER EXCAVATION. SIGNED 4 SEALED LETTER WILL BE SUBMITTED
BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPOM WHICH THE DESIGN
IS BASED ON.
2a TOP OF ALL FOOTINGS s -2' -S' NLGY.D.
3a PLACE ALL NEW GONG_ SLABS OVER S MIL VAPOR BARRIER,
OVER WELL COMPACTED, CLEAN t TERMITE TREATED FILL.
4a DENOTES Of MASONRY BEARING WALL REINFORCED W/ OS CzALV.
LADDER TYPE HORIZONTAL JOINT REIN. 0 1r&' O.C. FOR VERT_ REIN.
SEE SCHEDULE THIS SHEET,
5.1 C,J_ DENOTES I/8' x 2' SAW -CUT CONTROL .JT. TO TAKE PLACE
24 HOURS AFTER SLAB HAS BEEN CAST_
6 3 A S' CMU STEM WALL, FOR REIN. SEE NOTE 4 / 8-1
A
n
Z
Q
i
O
-1
Q
�r
u-
0
Z
Ill
d
l�
1�
N
EXISTING
CBS STRUCTURE
POOL EQUIPMENT
TO REMAIN
w
r ry
JOSEPH CHAN, PE, PSM, CGC
P.E. # 40587 LS # 6821 —
STATE OF FLORIDA
MINCE PLAN
cD