HomeMy WebLinkAbout17080193.334" CONIC. SLAB w/7% AIR
ENTRAINMENT, REINF. WRH
6x6-W7.4x12.4 WWF OVER
WASHED #58 FILL
m
0.-0.
:0.NT'NU.USNOSE BAR,
-2. #5 RE -BAR 4-
-1 12; 4'-C- O.C. ---
(4) #5 BARS CONT.
(2 TOP, 2 BOTTOM)
(3" CONIC. COVER)
GROUNDING WIRE
ATTACHED TO REBAR
AS REQUIRED
GARAGE BOOR OVERHEAD GARAGE WOR
J'
17=Y ° • l:l
GARAGE THRESHOLD
5C DETAIL
PUN)
TURNED -DOWN SLAB -ON -
GRADE
v� o
SLOPE 1:96 MIN. TODLED EDGE,
�11-R
(1) #5 RE -BAR, TOP
AND BOTTOM,
CONTINUOUS
4" OBMCI Sl)IB JZ AIR
2x4 TREATED PLATE W/
EMIWIIpMENT, RENF. WITH
SILL SEALER W/
i"I.4 xWIA WAY GAR
SIMPSON _
p9E,p #56 TILL
TITEN HD 4'X8" ANCHOR
-RESHOLD IN FULL BED
SCREW (THD 50800H)
OF SEALANT (BOTH SLABS
F_JSH AT ADA)
4" CONC. SLAB W/7% AIR
24_
ENTRAINMENT, REINF. WITH
#5 BARS AT _
6x6-W1.4x12.4 WWF OVER
16' O.C. =r
WASHED #58 FILL
SLOPE )8"/FT. MIN.
0'-O"
(4) #5 BARS CONT.
4" OBMCI Sl)IB JZ AIR
6 MIL VAPOR BARRIER -
EMIWIIpMENT, RENF. WITH
16 MIN 10" MIN
i"I.4 xWIA WAY GAR
#4 NOSE BAR,
p9E,p #56 TILL
CONTINUOUS
RKAD INSULATION,
EXTRUDED POLY-
-24-1 #5 RE -BAR AT
STYRENE, 2'X16", R10,
MUST BE A MINIMUM
4'-0" O.C.
4'-0" FROM TOP OF
SLOPE L'6 -/FT. MIN_
SLAB DOWN (COMBINATION
OF VERTICAL AND
HORIZONTAL)
4'-D" O.C.
(4) #5 BARS CONT.
10" IW
IBOTTOM)
STYRENE, 2"X16-, RIO.
(3- CONIC. COVER) -
-CONCRETE GRADE BEAM
GROUNDING WIRE
ATTACHED TO REBAR
4'-0" FROM TOP OF
AS REQUIRED
-P
`ATICN
6A DETAIL
5
pTR�N�EW7EWRF DOWN AT
CDNCRETE SLAB EDGE.
TURNED DOWN
1
•`\I CONIC. PIER (BEYOND AT
I ■ �■ CORNERS) WITH (4) 14
I • • I RE -BAR VERT AND j13
1 ■ ■ TIES AT 12. O.C. (SEE
PUN FOR SIZE)
i ■ • I
I ■ ■ I
I ■ ■ I
I ■ ■ I
t2" WN
SLAR EDGE AND PORCH COLUMN
FOUNDATION
4C
DETAIL11 8'
1:12
w�
SILL SEALER W/
16 MIN 10" MIN
o0
wo
GRADE
m
g
YJ- EXPANSION STRIP
■
•
#5 BARS AT 24-
CONTINUOUS
'_
6. O.C. =' Ir
!'
SLOPE L'6 -/FT. MIN_
MINI4" CONC. SIAiJMIiI`7x AR
ENTRAINMENT. RE1NF. WITH
6x6 -W1.4 xWI.4 W.W.F OVER
WASHED 056 +LLL
RIGID INSULATION,
EXTRUDED POLY-
STYRENE, 2"X16", RIO,
MUST BE A MINIMUM
4'-0" FROM TOP OF
SLAB DOWN (COMBINATION
OF VERTICAL AND
HORIZONTAL)
NCETE GRADE BEAM
PORCH
FOUNDATION
DETAIL
4A 18"
1:1■ 2
4
�i"4x16" LONG SMOOTH DOWEL CONSTRUCTION JOINT
0 24. O.C. COOT OR WRAP
ONE END TO PREVENT BOND
CONSTRUCTION JOINT
DETAIL
3E1-_1• 1' 18-
1:1
2x4 TREATED PLATE W/
SILL SEALER W/
16 MIN 10" MIN
SIMPSON
TITEN HD }"X8" ANCHOR
GRADE
m
g
SCREW (THD 50800H)
■
•
m
CONTINUOUS
04
4" CONC. SLAB w/7% AIR
rnlroelnu.r.T
CONTROL JOINT
2E DETAIL
1 12
�.
6x6-W1.4x12.4 WWF OVER \
WASHED #58 FILL
0'-0" 3,
EXTRUDED POLY -
STYRENE. 2"x8"
16 MIN 10" MIN
■� ,
GRADE
. `--`-- /y�
6 MIL VAPOR BARRIER
#4 NOSE BAR,
■
•
'
CONTINUOUS
■
24'
---1 #5 RE -BAR A7
` RIGID INSULATION,
4'-D" O.C.
`�. EXTRUDED POLY-
° °
STYRENE, 2"X16-, RIO.
°
MUST BE A MINIMUM
4'-0" FROM TOP OF
d
S SLAB DOWN (COMBINATIONN
° _ _,g
OF VERTICAL AND
< •
�. HORIZONTAL)
(2 TOP, 2 BOTTOM)
(3" CONIC. COVER)
16 MIN 10" MIN
GROUNDING WIRE
ATTACHED TO REBAR
CONCRETE GRADE BEAM
AS REQUIRED
TYPICAL PERIMETER
rCUNDATICN
2A DETAIL e
1:123 2
GENERAL NOTES:
1. COORDINATE POURING OF GARAGE FLOOR WT'H DETAIL
60/S501 AND ELEVATION OF DRIVEWAY SLAB. NOTE SLOPE
IN GARAGE FLOOR.
2. SEE PLUMBING PLANS FOR FIXTURE LEGEND AND
LOCATIONS.
3. SEE PLUMBING PUNS rOR LOCATIONS OF ALL ENDER SLAB
ELEMENTS.
GENERAL FOUNDATION NOTES:
1. OUTSIDE FACE OF STUD EOUALS OUTSIDE FACE OF
TURN -DOWN SUB AT TYPICAL SECTION.
2. %_ IS THE DIMENSION FROM OUTSIDE FACE OF SND AND
TURN -DOWN SLAB TO THE OUTSIDE FACE OF GRADE BEAM.
SEE FOUNDATION DETAILS.
3. ALL RENFORCEMENT - MINIMUM 3" COVERAGE.
GRADE BEAM
3000 PSI (ASTM C94, LATEST EDITION)
CONCRETE SLAR
4000 PSI (ASTM C94, LATEST EDITION)
EXTERIOR GONGRE� S AR�
4000 PSI (ASTM C94, LATEST EDITION)
AR-ENTRANED
CURE ALL EXPOSED CONCRETE PER IBC 1905.11
4. ALL BRICK TIES ARE TO BE ANCHORED THROUGH SHEA-RING
AND FASTENED TO HE WOOD STUDS, NOT SHEATHING ON Y
16' O.C. VERTICALLY AND HORIZONTALLY.
5. ALL REINFORCING BARS AT BOTTOM OF GRADE BEAMS ARE
TO BE SUPPORTED Of, CHAIRS OR CONCRETE MASONRY
BRICKS.
6. REINFORCE CONCRETE SLAB WITH 6x6-W1.4xW1.4 W.W.F.
FOR CRACK CONTROL. SLAB CAN BE REINFORCED WITH
FIBERMESH FSERS AS AN ALTERNATE.
7. ALL PRESSURE -TREATED LUMBER MUST BE ARSENIC -FREE.
8. SEAL RUBBERIZED ASPHALT LAMINA -ED MEMBRANE TIGHT AT
ALL CORNERS.
9. CURING COMPOUND: CLEAR
10. INSTALL SAW CUT JOINTS (SEE 2E/S51 1) SAME DAY SLAB
IS POURED.
11. NOT USED
12. SEE PLUMBING SHEETS FOR LOCAT'ON OF FLOOR DRAINS,
OPEN SITE DRAINS AND ALL FLOOR DRAINS. SE' DRAINS
PRIOR TO POURING SLAB.
13. ALL OPEN SITE DRAINS RE TO RISE IN STUD WALLS.
14. PROVIDE Y4 MAX ELEVATION CHANGE BETWEEN ALL PORCHES
AND SIDEWALKS.
15. ALL REINFORCING BAR IN CONCRE'E FOOTINGS IS TO BE
ELECTRICALLY GROUNDED (REAR CENTER OF BUILDING).
16. REFERENCE TITLE SHEET FOR MINIMUM SOIL LOADS.
SPECIFIC NOTES:
S01. 4' CONCRETE SLAB -ON -GRADE REINFORCED WITH
6x6-W1.4xW1.4 W.W.F. OVER 6 MIL VAPOR BARRIER WITH
12" UP OVER 4. OF COARSE 05 AGGREGATE PER RADON
SYSTEM NOTE 2 (SEE RADON SYSTEM NOTES).
S02. 12'1W x 160" TJRNED-DOWN SLAB TO 12" BELOW GRADE
MIN.; TYPICAL EACH PATIO. SEE DETAIL 4C/S511
SO3. 12-0 x2'-6" DEEP ROUND CONCRETE PIER AT EACH
POST. TYPICAL (2) EACH PORCH OF DWELLING UNITS.
SEE DETAIL 4C/S511
SO4. SAW CUT CONTROL JOINT - HAND TOOL PORCH AND
PATIO CONTROL JOINTS
SO5. OPEN SITE DRAIN(O.S.D.)
S06. FLOOR DRAIN
SO7. 4- RADON PVC VENT PPE AND SUCTION PIT
(4' -0"x4' -0"x8' DEEP MIN.) SEE DETAILS AND NOTES.
SOB. PROVIDE (2) #4 RE -BAR, 4' LONG FOR CONTROL JOINT
RE-ENTRANT CONTROL.
S09: 24'e x2'-6" DEEP ROUND CONCRETE PIER AT EACH
POST, TYPICAL (4) EACH PORCH OF OLY BUILDING.
SEE DETAIL 4C/S51 I.
SID: RECESS AREA 134' FOR SHOWER (SEE MANUFACTURER'S
INSTALLATION INSTRUCTIONS & TO CONFIRM SIZE)
RADON SYSTEM NOTES
USE THE FOLLOWING NOTES FOR THE INSTALLATION OF A
SOIL DEPRESSURIZATION SYSTEM AS RECOMMENDED BY THE
EPA. WITH ROUGH -4N FOR THE FUTURE INSTALLATION OF A
FAN FOR AN ACTIVE SYSTEM.
2. GAS PERMEABLE LAYER TO CONSIST OF A MINIMUM 4" OF
CLEAN COARSE AGGREGATE. #5, V'-1' DIAMETER WITH LESS
THAN 10% PASSING THROUGH A )S" SIEVE PER ASTM
C-33-90. OR WASHED #8.
3. POUR ALL SLABS TIGHT TO WALLS AND PENETRATIONS TO
PREVENT AIR LEAKAGE.
4. PROPERLY SEAL ALL SLAB PENETRATIONS AND ALL JOINTS
AND CRACKS WITH POLYURETHANE CAULK AND BACKER
RODS OR APPROVED SEALANTS WHERE NEEDED AS
REQUIRED TO PREVENT AIR LEAKAGE.
5. PVC RADON VENT TO BE LOCATED IN UTILfTY ROOM WALL
OF TWO BEDROOM UNI', SEE PLUMBING PLANS FOR
LOCATIONS.
6. VERTICAL PVC RADON VENT PIPE TO EXTEND FROM "
BELOW SLAB TO 12" ABOVE ROOF DECK.
7. CLEARLY SEL VERTICAL RADON PIPE AT SLAB
PENETRATION, 5'-0" ABOVE FINISH FLOOR, IN ATTIC SPACE
AND AT ROOF PENETRATION.
8. PROPERLY SEAL AND BOOT ALL ROOF PENETRATIONS TO
MAINTAIN ACCURATE FIRE RATINGS.
9,
SEE SHEET 5531 FOR RADON DETAILS AND SECTION.
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DATE 03.10.2016
PROJECT NO.: 16002
CAD REFERENCE N0. ACA 2016
PLOT REFERENCE NO. SEE LOWER LEFT
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FOUNDATION DETAILS
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5511