HomeMy WebLinkAboutrevision81'-8"
S
ol
Zr
n
SHOWER NOTES
CENTER DRAIN
RECESS SHOWER 3-112"
THICKENED EDGES
UP GAS TANK -LESS
m
= F-8
FTG
I FREE STANDING B TUB F-
28" HIGH WALL w/
C.M.SILL
NC CONDENSER
GENERATOR
5'-0'
UTILITY SLAB
II
31'-0"
194r
17'-0"
31'-0"
2'-10"
8'-8'/."
3'-5/,"
1'- " 3'-9'/:'
3' 8'/," 3'-8%"
2'-8"
(2) 1-3/4" X 14 MICROLAM WITH
314" X 14' STEEL SPACER
$
HOSE BIBB
LL LL
SUMMER KITCHEN PROVISIONS
`O
FTG
■
(H 8 C SUPPLY LINES, AND DRAIN FOR SINK)
iv
GIRDER G1
#,
'�".
.— — — —.. -_ — —
we m am ew w "a r' ax .n m' am � me "a am �
— — r. .«. w' wn r,x, xiw "r wr a � �.
�
� a" 'c
iv
■
_
�,_
�
� F 1
FrG
Irt
[h
vo
dI
I �
GAS STUB OUT TO GRILL
N
'
CIL OF 3us 1/2" WALL
5'-5Ys"
CIL OF WC
■
o 6 z I' ---8' z" T-10" 17'4A' ■ :C W LL
"' Lu 1:'i O
c REF. -1
O0.
t ;
6'-9A"
2'-1%s" e'-96" B" 6'-9%'
1'-0" FF'1$G
r g
4" THICK
4 8^
CONCRETE
6 Y2'
„.b
4
.,.� ,
N of
■,.
(2SLAB w) LANDING
SLAB w/FIBERMESH
I
■ : O
SINK
RECESS SLAB
f''
't
15'-7�'�' U
CIL OF 3-1/2" WALL
�v
'-1M"
LOO'
Fq BELOW FINISH FLOOR i !I •+
+
T-OA"
0 co
,
{ 3-t2"STEP ' 34,2 STEP
11'4"
HOSE BIBB P1
■
bursa ■ ■
® F4
_
■ ■ ■ ■ ■
■
CIL OF 3-1/2" WALL
■ ■
'
-3
T. 2'-11Y."..,.
r _ LL LL U' M
Lu
i .,
■
SHOWER RECESS
❑ N r
v
W ..
M
z
VALVE
/
V
3 6^A"
CENTER
aP �7
_.......
1.
g
■ ■
DRAIN
■'a.:
■
■
3arz•srEP
■ ■
■ Bp
It
'i■ ■ O
`z
-----'
/�
■
'..
o U
i 0
DIN
■
/
m�
NU a� " �O
am LL LAV LL�
'LL$O
�
O
p
m
o
Y a
O
N
x
w Y '
N
LAV
0
O�
:'3'1Y^
..
_
12,_3oA„ V-9Ya"
J
0
C9 m
a
® `.
,
C/L OF 3-112' WALL CIL OF 3-112' WALL
m
3
N y
ll�6
'
SEEACTUAL TUB
N TE • MANUFACTURE SPECS.
FOR SUPPLY LINES
xx
bo
�+ r+
LL
O
co
S Q
i3 O
_ _ _ '
ICE MACHINE
CIL 4F
3-1/2" WALL
+
5'-5R'
DRAIN LOCATION n
C/L OF WC
In
Lu
J
W
0a
K
W
■'
RUN
CONDUIT FOR
■
'
m
Lu
6'
ELECTRICAL TO ISLAND
F-1
I.
J
0'-0"
FTG
■.
WC
."
w N F N O
LL LL LAV I-i
O
TOP OF SLAB
77R
wLL
wIH2O
LINE R
'4"
FTG
11'-6"
"
(Z.7
4" THICK (2500 PSI) CONCRETE SLAB
■
w/FIBERMESH OR 60/6010/10 WWM
LL
OVER VAPOR BARRIER ON CLEAN
COMPACTED CHEMICALLY TREATED FILL
6
�
NON-BRG INTERIOR PARTITION
�
F-3
FTG
T CURB BEYOND
FRAME WALL (TYR)
27'-0'%"
CIL REFRIDGERATOR
■
22'-0"
U
0
w
a
3
Lu
��
w z J
z
a!
■
If
R w
RCN
`•� of
-vK
�0 3
O
a� mJ
O
RECESS SLAB 3-1/2"
BELOW FINISH FLOOR
"+
U'
LLO b
D
•'*
2
m
w
Z
NOTE •
SEE STEM WALL DETAIL
FOR FRONT
O
J
O
W
N V,
(,i SSSw
O
a 9
O
LL
FOOTING INFORMATION
ONSHEETA106
UTILITY SINK REF.
FTG
c� W
WO
9 O
v p m 0 N
5'-11 %."
19,_5%„
UTILITY
'/z SINK REF.
16'-7
o _ WC REF. 7'-5"
Lu
®
w
O
O Op
'
4'-6'/e"
WASHER REF.
■ 3rr�'STEP
■
SINK ®
unuly W 7CD
N.__..
o w
BRE
ELOWSS
FINISHB3-1/2
FLOOR
/'� O
_ STEM WALL JNT N W
w LI f ■
o
CURB HEIGHT VARIES
�i
O
■
q +
AROUND PERIMETER OF GARAGE
■ ■ u..
■ ■ ■ 6„ y
J N "_--
■ ■
■ :i; ■
■ �. W":3i ■ ■ ■
`
GIRDER D1
3
FTG
4
■
N zi z STEM WALL
O 0 O 00 p F-2
m F-3 ` ' F_3 m o 0 ¢ FTG
FT
LL
' FTG
? m Y iv
10 O
24'
iv z
q' rc
U'
F
w LL
u
b m
RECESS SLAB 3-1/2'
m O
■ ■
■ ■
'�=SLOPE t:' .;n"�-
■ ■
N Y
O I--
■ ■ r
BELOW FINISH FLOORIf
1B,_g„
F
..... j ^`SLOB€
1 ��i
.
w N
(2) 8" RISERS
N w
■ ■
�' ■
■
RECESSO.H.G.D. ■ ■ ■ ■ ■ ■ RECESSO.H.G.D.
b STEP
STEM WALL
10'-3"
COLUMN BASE
2'-6'
16'-8"
2'-8" 1'-8" 6'40%"
3'- '/" 2'-3%" 2'-3'A" 6'-9'A' 2'3'%'
2'-3%' 4'-6"
2'-11'/a" 3'-7Y:" 5'-0" 1'-8"
FOUNDATION PLAN
1,'_T'
16'-1"
13'-0"
WIN9.0"
SCALE: 114" = V-0"
8" X 8' BLOCK COLUMN
w/ 24" X 24" BLOCK BASE w/ (2) #5 BARS VERTICAL
(2 TYPICAL)
19'-1"
22'-0"
10'-1"
1T$"
13'-0'
ENTRY FOUNDATION
(1)- #5 BAR VERT. AT COLUMN BASE EACH
CORNER AND (2)
- #5 BARS CONT.
VERT. FROM FOOTING TO BEAM AT COLUMN (TYPICAL EACH ENTRY POST)
PORT ST LUCID PROP R11 St iNceIo
201 SW PORT ST LUCIf BLVD., SUITE 103 PORT Si LUCIf, f LORIDA 34983
6
PROJECT NAME
O'NEAL RESIDENCE
PROJECT ADDRESS
38 SOVEREIGN WAY, FORT PIERCE , FLOR DDA 34949
SHEET TITLE
FOUNDATION PLAN
DATE : 09-28-2020
SCALE: AS NOTED
GARAGE SIDE : LEFT
EXPOSURE; 165/D
MODEL : CUSTOM PLAN
JOB NUMBER : 2020-OZ
4F-8
G
F-8
G
Y
oT
4
-v
GARAGES FLOOR SURFACE
1)GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.
2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE
SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN
VEHICLE ENTRY DOORWAY.
171
N
Lu
w
3
O
2
m
p
D
U
O
O
m
W
i
s
SHOWER NOTES
CENTER DRAIN
RECESS SHOWER 3-1/2"
THICKENED EDGES
WHERE SHOWN Fol ON PLAN THERE IS A VERTICAL # 5
(f'c = 3000 psi MINIMUM)
1.) ALL DOWELS AND VERTICAL BARS ARE # 5
2.) #5 DOWELS 44"
10"
3.) ATTACH DOWELS TO FOOTING
STEEL
4.) VERTICAL BARS TO EXTEND TO
TOP STEEL AND HAVE HOOKS
EQUAL TO DOWEL HOOKS.
5.) FILL CELLS AT VERTICAL DOWELS.
6.) GROUT TO BE 3000 PSI AND
REBAR TO BE GRADE 60.
DOWEL ROD REPAIR NOT E,
, , VISI
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED
FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE
(NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS
OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS
AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE.
USE EITHER HILTI C-100 OR SIMPSON EXPDXY-TIE.
W
W
I
m
Al 05
>3
A112