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Scale: 1/4" = 11 -011
ENTRY DOOR
4" CONC. SLAB W/ 6x6 1/4" EXPANDABLE MATERIAL PATIO
010x10 WWM OR FIBER THERMAL BREAK w/ SEALANT
REINFORCING ON 6 MIL. 4" CONC. SLAB ON "
POLYETHELENE PEA GRAVEL BED
VAPOR BARRIER
OVER 4" PEA GRAVEL 1/2" DIA. x 8" SIMPSON TITEN
FILL HD MG (MECHANICALLY GALV-) 1 /g$ PER FT
• 48" OTC. (SEE FND. NOTE 03)
FINISH CIO
GRADE 000, o o a o b
I =1 I �
=
GRADE I I
III =III
I =1 11 =1 I I
II III
1/2" DIA. x 8" SIMPSON
4" CONC. SLAB W/ 6x6
TITEN HD MG
; . • .. P :..
;� .. o o, o�
010x10 WU" I OR FIBER
(MEC14ANICALLY GALVJ
CONTINUOUS INSULATION
REINFORCING ON 6 MIL.
* 48" OZ. (SEE FND.
OVER FATHER
POLYETHELENE VAPOR
NOTE 03)
BARRIER
BARRIER OVER 4" PEA
*ADJUST SLAB TURN
GRAVEL FILL
24 Wx 12" D. CONC.
DOWN DEPTH AS REGL
2" RIGID INSUL. 2' -0" LONG
THICKENED SLAB
W/ (3) 5 BARS
TO MEET EXIST.
HORIZONTALLY (R -10)
GRADE
COVERAGE)
7. I
FINISH = = ' D �
'' = 1I1= 1I1= 1I1= 1I1 =1I1 =1
o 48" OZ. (SEE FND. NOTE 03)
ENTRY DOOR
4" CONC. SLAB W/ 6x6 1/4" EXPANDABLE MATERIAL PATIO
010x10 WWM OR FIBER THERMAL BREAK w/ SEALANT
REINFORCING ON 6 MIL. 4" CONC. SLAB ON "
POLYETHELENE PEA GRAVEL BED
VAPOR BARRIER
OVER 4" PEA GRAVEL 1/2" DIA. x 8" SIMPSON TITEN
FILL HD MG (MECHANICALLY GALV-) 1 /g$ PER FT
• 48" OTC. (SEE FND. NOTE 03)
FINISH CIO
GRADE 000, o o a o b
I =1 I �
=
GRADE I I
III =III
I =1 11 =1 I I
II III
'.
_ — — — — —
I III —I I I �� I I I— III —III �� _
1/2 DIA. x 8 SIMPSON TITEN 0
, ..
000 -0o o ., >.�. ;.
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� ADJUST SLAB TURN
—III
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1 =1 I I
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o
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z
'
HD MG (MECHANICALLY GALVJ -'
—_ —� o
-° •
; ° • 80� E
•= =1I1 =III
DOWN DEPTH AS REa
o 48" OZ. (SEE FND. NOTE 03)
= — =_
='�'
=
I1= 111
1= III= III= III =11
t0 MEET EXIST.
Ea.
�Fa
BEND 04 BARS 2' -0" EA. WAY 0
III= 1I1 =1I1 =III
III= 1I1= 1I1
=1I1 =III
III= 1I1 =1I1 =III
GRADE
0
`..
`..
', . '•
15" POURED TRENCH FT'G. W/ (3)
rE
15" MIN.
5 BARS CONTINUOUSLY (CHAIR
UP BAR$ 3" COVERAGE)
2' -0"
15" MIN.
15" MIN.
T` F. FOUNDATION
THIGKENED SLAE3
FOUNDATION AT FATIO
STUD V�IALL
T EIEARIIN V�IALL
NT i�Y w STUD
DI LL
2
3
SCALE: 1 /2 " =1' -m" (24x3�o SHT)
SCALE: I /2 " =1' -(d" (24x3io SHT)
SOLE: 1 /2 " =V-"*'
1' -m" C24x3�o SHT)
SCALE: 1 /4 " =1' -m" (I1x1-1 SHT)
SCALE: 1 /4 " =1' -0" (11x1-1 SHT)
SCALE: 1/4 " =1' -0" (11x1-1 SHT)
INTERIOR
4" CONC. SLAB W/ 6x6
010x10 WWM OR FIBER
REINFORCING ON 6
MIL. POLYET14ELENE
VAPOR BARRIER
OVER 4" PEA GRAVEL
FILL
2" RIGID INSUL. 2' LONG
HORIZONTALLY (R -10)
BEND 04 BARS 2' -0" `
EA. WAY * W-0" O.G.
15" POURED TRENCH FT'G.
W/ (3) 5 BARS
CONTINUOUSLY (CHAIR UP
BARS 3" COVERAGE)
EX15TING GAF;�AGE
1—
N
II
2 " FOUED GONG.
AD USED STEFS AS E0.
TO MMEET ORADE
FOUNDATION FLAN NOTE5:
I. FLOOR SLAB AREAS TO BE COMPACTED TO 95% MAX. DRY
DENSITY.
2. PLACE ALL GRANULAR FILL FOR SLABS -ON -GRADE ON FIRM
UNDISTURBED SOIL OR ENGINEERED FILL.
3. PROVIDE 1/2" DIA. X 8" TITEN HD MG (MECHANICALLY
GALVANIZED) 0 4' -0" OTC. AND WITHIN 12" OF EACH CORNER AND
AT EACH SIDE OF EACH OPENING. SILL PLATES SMALL BE
LONG AS A MINIMUM WHERE POSSIBLE. PROVIDE MASONRY
ANCHOR STRAPS • 2' -0" OTC.
4. ALL FOOTING DEPTHS SHALL BE MIN. OF 30" BELOW FINISHED
GRADE.
S. FINISH GRADE SHALL BE A MINIMUM OF 6" BELOW TOP OF
BLOCK (CMU) OR FLOOR SLAB.
6. ALL BUILDING DIMENSIONS ARE DIMENSIONED TO OUTSIDE
EDGE OF WALL FRAMING AND SLAB.
1. SEE CIVIL ENGINEERING DRAWINGS FOR ALL FINISHED GRADE
ELEVATIONS FOR SLABS, SIDEWALKS, t DRIVES.
8. PROVIDE AN APPROVED SLEEVE IN THE FOUNDATION WALL OR
FOOTING FOR SLAB -ON -GRADE PATIO SITE DRAIN STORM
PIPING IF DRAIN IS INDICATED ON THE DRAWINGS.
S. THE 2x SOLE PLATE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY SMALL BE TREATED (WOLMANIZED) LUMBER
10. FOUNDATION METAL FLASHING AND FOUNDATION METAL
ANCHORS AND FASTENERS SHALL MEET THE TREATED LUMBER
MANUFACTURER'S REQUIREMENTS FOR MATERIAL
COMPATIBILITY.
11. THE PERIMETER FOUNDATION DRAIN SHALL CONNECT INTO THE
SITE STORM PIPING, UNLESS NOTED OTHERWISE.
FOUNDATION FLAN KEG':
OFINISH FLOOR 4" CONCRETE SLAB w/ 6x6 *10x10 WWM OR
FIBER REINFORCING ON 6 MIL. POLYET14ELENE VAPOR
BARRIER OVER MINIMUM OF 4" GRAVEL FILL.
OEDGE OF 4" THICK CONCRETE PATIO. PROVIDE A POSITIVE
SLOPE OF 1/8" PER FT. AWAY FROM BUILDING
O3 COLD JOINT * SLAB EDGE
O ® THICKENED SLAB
O THICKEN FRONT EDGE OF SLAB t0 ADJUST TO GRADE
OAST - IN - FL ACE CONC. NOTES.
1. CONCRETE 28 DAY COMPRESSIVE STRENGTH AND AIR
ENTRAINMENT RECaUIREMENTS:
A. WALL FOOTINGS, SPREAD FOOTINGS, ALL CONCRETE BELOW
FROST LINE - NORMAL WEIGHT, 3000 PSI, 2% AIR
IL EXTERIOR SLABS, PIERS, ALL CONCRETE EXPOSED TO
FIQEEZE/THAW CONDITIONS - NOIWAL WEIGHT, 4000 PSI,
6% AIR
C. INTERIOR SLABS ON GRADE - NORMAL WEIGHT, 400 PSI,
2% AIR
2. STEEL REINFORCEMENT:
A. DEFOF41ED BARS: ASTM A -615, Fy -60000 PSI
B. WELDED WIRE FABRIC: ASTM A -185, N -65000 PSI
C. ALL REINFORCING STEEL SHALL BE DETAILED IN
IN ACCORDANCE WITH ACI 315 AND SHALL BE SHOP
FABRICATED.
3. FURNISH AND RETAIN THE SERVICES OF A QUALIFIED TESTING
LABORATORY TO COLLECT AND TEST FOUR TEST CYLINDERS FOR
EACH 50 CUBIC YARDS OF CONCRETE POURED EACH DAY.
4. ONE CYLINDER SHALL BE TESTED AT 1 DAYS, TWO AT 28
DAYS, AND ONE SHALL BE RETAINED AS A SPARE.
S. UNLESS NOTED OTHERWISE, CHAMFER EDGES OF ALL
EXPOSED CONCRETE 3/4 ".
6. DIMENSIONS SHOWN ON CONCRETE FOUNDATION PLANS ARE
FROM FACE TO FACE OF POURED FOUNDATION WALL UNLESS
NOTED OTHERWISE.
1. CONFIRM ALL FOUNDATION DIMENSIONS WITH ARCHITECTURAL
FLOOR PLAN DIMENSIONS PRIOR t0 START OF CONSTRUCTION.
& ALL STEEL REWORCING FOR FLOOR SLABS SHALL BE
SUPPORTED At MID DEPTH OF THE SLAB UNLESS NOTED
OTHERWISE.
% SUPPORTS SHALL CONSIST OF CONCRETE BRICKS OR STEEL
CHAIRS WITH SAND FEET FOR SLABS -ON- GRADE.
10. MINIMUM COVER FOR STEEL REINFORCEMENT:
FOOTINGS: 3 INCHES
PIERS: 2 INCHES
SLAB -ON- GRADE: MID -DEPTH OF SLAB
11. SAW SLAB CONTROL JOINTS WITH SOFT CUT SAW AS SOON AS
CONCRETE WILL SUPPORT FOOT TRAFFIC AND CUTTING MACHINE.
vive
exterior design
15325 herriman blvd
noblesville, in 46060
p: 317 - 773 -9933
f: 317- 773 -9944
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DRAWING ARE OWNED BY AND THE PROPERTY OF VIVE EXTERIOR DESIGN, LLC
AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTOR! WITH THE
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USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE
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WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER
SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIO ^I
AND CONDITIONS ON THE JOB. THE DESIGNER MUST BE NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. CONFIDENTIAL
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CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORIZED DISCLOSURE MAY CONSTITU -E
TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24- 2 -31 -1 ET. SEC. AND OTHER LAWS.
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BE THE SUBJECT OF PENDING PATENT APPLICATION.
FOUNDATION PLAN FOR:
COYLE RES DEN CE
741 1st AVENUE NE
CARM EL, N 46032
drawn by: RMC sheet:
checked by: RMC
date: 03 -31 -12 A 0,0
vive
exterior design
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