13-391-008NORTH
GENERAL RED. FLAN a
430 sG«E : �,
M
C
REAR PATIO LAYOUT
430
SCALE lie V-011 „ 4
"SE PREMOLDED
:R
ISOLATION
JOINT (IJ)
SAW -CUT 1/4 TO 1/3 OF
SLAB DEPTH•
SAW -CUT
JOINT (SJ)
NOTE:
PROVIDE SEALANT WHERE
REQUIRED BY ARCHITECT.
SAW -CUT AS SOON AS
POSSIBLE AFTER CONCRETE
HARDENS. SAW CUTTING MUST
BE COMPLETE WITHIN 8 HRS.
AFTER POURING.
CONTROL JOINT DETAIL
A3•m/ SCALE : 1 15" = 1' -0"
NEW 4" CONC. SLAB W/ to "x(o"
W.W.M. 4 8" THICKENED EDGE
ALL AROUND
_NEW 1' -0" LONG *3 REBARS
16" O.G. DOWLED 5" INTO
EXISTING CONC. SLAB USING
HILTI HVA EPDXY IN Y"
DIAMETER HOLE (TYP)
EXISTING CONCRETE
WALKWAY
NEW CORAL-?
PAVER /
NEW I EXIST.
PAVER DETAIL e REAR PORCH
A3.0 SCALE . 1" = 1' -0"
4 "x4" P.T. WOOD POST
P.T. 1"xb" 'DOG EAR'.
STAIN SELECTED BY
P.T. 2"x4" BRACE
12" DIA. x 24" DEEP C
(TYPICAL AT ALL 411)
/ 1 % -_
4`� WD. FENCE DETAIL
A3.0/ SCALE : 1" = 1' -0"
FOUNDATION / FLOOR LAN NOTES:
1. TOP OF FOOTING ELEVATION TO MATCH EXISTING RESIDENCE ELEVATION.
2. 4" CONCRETE SLAB ON VAPOR BARRIER OVER WELL COMPACTED FILL
REINFORCED W/ 6x6 - WI.4xW1.4 WELDED WIRE FABRIC PLACED 1"
FROM TOP.
3. ALL WALLS ARE W -I UNLESS NOTED OTHERWISE
4. FOR GENERAL NOTES, SEE SHEET 8-1
5. WINDOW SILLS:
PROVIDE 8" x 8" CONCRETE CAP REINFORCED WITH 2 "5 CONTINUOUS.
EXTEND THE BARS 6" MINIMUM IN THE ADJACENT COLUMNS OR FILLED CELLS (TYP).
WALL FOOTING SCHEDULE:
MARK
FUTURE
15' x 28'
POOL
(BY OTHERS)
A
REINFORCING
REMARKS
CONTINUOUS
SHALLOW
AREA
BOTTOM
TOP
REAR PATIO LAYOUT
430
SCALE lie V-011 „ 4
"SE PREMOLDED
:R
ISOLATION
JOINT (IJ)
SAW -CUT 1/4 TO 1/3 OF
SLAB DEPTH•
SAW -CUT
JOINT (SJ)
NOTE:
PROVIDE SEALANT WHERE
REQUIRED BY ARCHITECT.
SAW -CUT AS SOON AS
POSSIBLE AFTER CONCRETE
HARDENS. SAW CUTTING MUST
BE COMPLETE WITHIN 8 HRS.
AFTER POURING.
CONTROL JOINT DETAIL
A3•m/ SCALE : 1 15" = 1' -0"
NEW 4" CONC. SLAB W/ to "x(o"
W.W.M. 4 8" THICKENED EDGE
ALL AROUND
_NEW 1' -0" LONG *3 REBARS
16" O.G. DOWLED 5" INTO
EXISTING CONC. SLAB USING
HILTI HVA EPDXY IN Y"
DIAMETER HOLE (TYP)
EXISTING CONCRETE
WALKWAY
NEW CORAL-?
PAVER /
NEW I EXIST.
PAVER DETAIL e REAR PORCH
A3.0 SCALE . 1" = 1' -0"
4 "x4" P.T. WOOD POST
P.T. 1"xb" 'DOG EAR'.
STAIN SELECTED BY
P.T. 2"x4" BRACE
12" DIA. x 24" DEEP C
(TYPICAL AT ALL 411)
/ 1 % -_
4`� WD. FENCE DETAIL
A3.0/ SCALE : 1" = 1' -0"
FOUNDATION / FLOOR LAN NOTES:
1. TOP OF FOOTING ELEVATION TO MATCH EXISTING RESIDENCE ELEVATION.
2. 4" CONCRETE SLAB ON VAPOR BARRIER OVER WELL COMPACTED FILL
REINFORCED W/ 6x6 - WI.4xW1.4 WELDED WIRE FABRIC PLACED 1"
FROM TOP.
3. ALL WALLS ARE W -I UNLESS NOTED OTHERWISE
4. FOR GENERAL NOTES, SEE SHEET 8-1
5. WINDOW SILLS:
PROVIDE 8" x 8" CONCRETE CAP REINFORCED WITH 2 "5 CONTINUOUS.
EXTEND THE BARS 6" MINIMUM IN THE ADJACENT COLUMNS OR FILLED CELLS (TYP).
WALL FOOTING SCHEDULE:
MARK
WxLxp
REINFORCING
REMARKS
CONTINUOUS
TRAVERSE
BOTTOM
TOP
BOTTOM
TOP
TE.
all x 8"
(2) #5
- - --
- - --
- - --
ALL AROUND NEW GONG. SLAB (AS NOTED)
Revisions
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Job No. 12 -014 cc
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cz
Date 04/08/13
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AA- 26001560
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Sheet No. 1.
3.0 1 n
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