HomeMy WebLinkAbout17080193.292BR DUPLEX BUILDING
BLDG 6 FOUNDATION
4B PLAN
6 5
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2BR DUPLEX TYPE 'A' BUILDING
BLDG 5 FOUNDATION
26 PLAN
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GENERAL NOTES:
1. COORDINATE POURING OF GARAGE FLOOR WTH DETAI_
6D/S501 AND ELEVATION OF DRIVEWAY SLAB. NOTE SLOPE
IN GARAGE FLOOR.
2. SEE PLUMBING PLANS FOR FIXTURE LEGEND AND
LOCATIONS.
3. SEE PLUMBING PLANS FOR LOCATIONS OF 1�1_ UNDER SLAB
ELEMENTS.
GENERAL FOUNDATION NOTES:
1. OUTSIDE FACE OF STUD EQUALS OUTSIDE FACE OF
TURN -DOWN SLAB AT TYPICAL SECTION.
2. 514" IS THE DIMENSION FROM OUTSIDE FACE OF STUD AND
TURN -DOWN SLAB TO THE OUTSIDE FACE OF GRACE BEAM.
SEE FOUNDATION DETAILS.
3. A_L REINFORCEMENT - MINIMUM 3' COVERAGE.
3000 PSI (ASTM C94, LATEST EDITION)
CONCRETE AH
4000 PSI (ASTM C94, LATEST EDITION)
�XTFRIOR CONCR c Ag�
4000 PSI (/STM C94, LATEST EDITION)
AIR-ENTRANED
CURE ALL EXPOSED CONCRETE PER IBC 1905.11
4. ALL BRICK TIES ARE TO BE ANCHORED THROUGH SHEATHING
AND FASTENED TO THE WOOD STUDS, NOT SH ATHIN ONI Y
16" O.C. VERTICALLY AND HORIZONTALLY.
5. ALL REINFORCING BARS AT BOTTOM OF GRADE BEAMS ARE
TO BE SUPPORTED ON CHAIRS OR CONCRETE MASONRY
BRICKS.
6. REINFORCE CONCRE'E SLAB WITH 6x6-WIA W A W.W.F.
FOR CRACK CONTROL. SLAB CAN BE RE'NFORCED WITH
FIBERMESH FIBERS AS AN ALTERNATE.
7. ALL PRESSURE -TREATED LUMBER MUST BE ARSENIC -FREE.
8. SEAL RUBBERIZED ASPHALT LAMINATED MEMBRANE TIGHT AT
ALL CORNERS.
9. CURING COMPOUND: CLEAR
10. INSTALL SAW CUT JOINTS (SEE 2E/S511) SAME DAY SLAB
:S
POURED.
11. NOT USED
12. SEE PLUMBING SHEETS FOR LOCATION OF FLOOR DRAINS,
OPEN SITE DRAINS AND ALL FLOOR DRAINS. SET DRAINS
PRIOR TO POURING SLAB.
13. ALL OPEN SITE DRAINS RE TO RISE IN STUD WALLS.
14. PROVIDE Y" MAX ELEVATION CHANGE BETWEEN ALL PORCHES
AND SIDEWALKS.
15. ALL REINFORCING BAR IN CONCRETE 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-WIA W A W.W.F. OVER 6 MIL VAPOR BARRIER WITH
12' LAP OVER 4" OF COARSE f5 AGGREGATE PER RADON
SYSTEM NOTE 2 (SEE RADON SYSTEM NOTES),
SO2. 12'W x 160' 'URNED-DOWN SLAB TO /2' BELOW GRADE
MIN.; TYPICAL EACH PATIO. SEE DETAIL 4C/S511
S03. 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
S05. OPEN SITE DRAIN (O.S.D.)
S06. FLOOR DRAIN
S07. 4" RADON PVC VENT PIPE AND SUCTION PIT
(4' -0"x4' -0'x8" DEEP MN.) SEE DETAILS AND NOTES.
SO8. PROVIDE (2) #4 RE -BPR, 4' LONG FOR CONTROL JOINT
RE-ENTRANT CONTROL.
S09: 24'0 x2'-6" DEEP ROUND CONCRETE PIER AT EACH
POST, TYPICAL (4) EACH PORCH OF O'_M BUILDING.
SEE DETAIL 4C/S511.
510: RECESS AREA1), FOR SHOWER (SEE MANUFACTURER'S
INSTALLATION INSTRUCTIONS h TO CONFIRM SIZE)
RADON SYSTEM NOTES
I. USE THE FOLLOWING NOTES FOR THE INSTALLATION OF A
SOIL DEPRESSURIZATION SYSTEM AS RECOMMENDED BY THE
EPA, WITH ROUGH -IN 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. XJ" -1' DIAMETER WITH LESS
THAN 1OX PASSING THROUGH A )!" SIEVE PER ASTM
C-33-90. OR WASHED N8.
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 AR LEAKAGE.
5. PVC RADON VENT TO BE LOCATED IN UTILITY ROOM WALL
OF TWO BEDROOM UNIT, SEE PLUMBING PLANS FOR
LOCATIONS.
6. VERTICAL PJC RADON VENT PIPE TO EXTEND FROM 1"
BELOW S.AB TO 12" ABOVE ROOF DECK.
7. CLEARLY LABEL VERTICAL RADON PIPE AT SLAB
PENETRA'ION, 5'-0" ABOVE FINISH FLOOR, IN ATTIC SPACE
AND AT ROOF PENETRATION.
B. 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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STATE OF
DA t: 03.10.2016
PROJECT NO.: 15002
CAD REFERENCE N0. ACA 2016
PLOT REFERENCE N0. SEE LOWER LEFT
DRAWNIG SCALE SEE DRAWING
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04.21.17 REVIEW SET
105.05.17 BID SET
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