HomeMy WebLinkAbout0378.95.5FOUNDATION NOTES
1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL
DEVOID OF ANY oW-*ANIC MATERIAL AND STEPPED AS
REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW
THE FINAL GRADE.
2. SOIL BEARING PRESSURE ASSUMED TO BE 1500 POR
3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A
MINIMUM OF 4' GRANULAR MATERIAL COMPACTED TO 95x.
4• CONCRETE, -BASEMENT WALLS 4 FOUNDATION'S
NOT EXPOSED TO WEATHER
1
- BASEMENT 4 INTERIOR
SLABS ON GRADE :
- BASEMENT WALLS 4 FOUNDATIONS
EXPOSED TO THE WEATHER :
- PORCHES, STEPS 4 CARPORT
SLABS EXPOSED TO WEATHER
(AS PER U.B.G. APPENDIX CHPT. 26, TABLE A -26 -A)
2 500 PSI
2500 PSI
3,5
00 PSI
5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FT.
(MAXIMUM) INTERVALS EA. WAY.
b. CONCRETE SIDEWALKS TO HAVE 5,4 IN. TOOLED JOINTS
AT 5 FT. (MINIMUM) OL.
1. REINFORCING STEEL TO BE A -615 GRADE 40. WELDED
WIRE MESH TO BE A -185.
8. EXCAVATE SITE TO PROVIDE A MINIMUM OF 18 IN.
CLEARANCE UNDER ALL GIRDERS.
9, COVER ENTIRE CRAWLSPACE WITH b MIL BLACK 'VISQUEEN'
AND EXTEND UP FDTN. WALLS TO P.T. MUDSILL.
1012ROVIDE A MINIMUM OF I SQ. FT. OF VENTILATION AREA
FOR EACH 150 $0. FT. OF CRAWLSPACE AREA VENTS
ARE TO BE CLOSABLE WITH 1/4 IN. MESH CORROSION
RESISTANT SCREEN. POST NOTICE RE: OPENING VENTS
AT THE ELECTRICAL PANEL.
11. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED OR PROTECTED WITH 558 ROLL ROOFING.
12. BEAM POCKETS IN CONCRETE TO HAVE t1i M. AIRSPACE
AT SIDES AND ENDS WITH A MINIIIUl BEARING OF 3 IN.
13. PROVIDE CRAWLSPACE DRAIN AS PER SEC. 2910 OF UBC.
14.WATERPROOF BASEMENT WALLS BEFORE BACKFILLING
PROVIDING A 4 IN. DIA PERFORATED DRAIN TILE BELOW
THE TOP OF THE FOOTING (SEE BUILDING SECTIONS).
� m I L
tFTE TILE ROOFING
-T EA. COURSE
WWOOD SHEATHING
AFTERS 4 CLG. JSTS.
CUSSES- SEE ROOF PLAN)
lLOWN-IN INSULATION
PSUMI BD. CEILING
BAFFLE 0 EAVE VENTS
PON' H2b SEISMIC CLIPS
)LID BLKG. W/ 2 X 12
:NED VENTS • 6' -0' O.C.
TTER ON 2 X 8 FASCIA
UGHTEX CEDAR PLYWD.
4T. I' SCREENED VENT.
CEDAR FRIEZE BD.
s (SEE ELEVATION)
DG. PAPER (OR TYVEK)
,X PLYWOOD SHEATHING
STUDS 0 ib' O.C.
iATT INSULATION
PSUM BD.
2 FINISH
kRT. BD. UNDERLAY
)X PLYWOOD SU15FLOOR
.. JOISTS (SEE PLAN)
BATT (OVER GARAGE)
'PSUM BD. CEILING
zIM JOIST
INSULATION (SEE WALL
ATION SPEC ABOVE
R FINISH
4RT. BD. UNDERLAY
7X PLYWOOD SUBFLOOR
=LOOK JOISTS (SEE FLAN)
BATT INSULATION
)LSPACE
BLACK 'VISQUEEN'
2 X to P.T. MUDSILL WITH
1/21 ♦ A15. 0 48' OL. (MIN.
OF 2 PER R AND WITHIN
12' OF ANY CORNER)
4' 1 PERFORATED DRAM
TILE (TYP. WHERE REQ'D)
- SINGLE STORY AREAS USE
b' FDTN ON 12' X 6' FTG.
TYP. WALL SECTION
8 SCALE : 3/4' I' -0'
9Ir
OPTIONAL
FOUNDATION PLAN
SCALE = 1/4' ■ I' -0.
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REVISED 10/21/92 RJV
UPPER FLOOR 1329 SQ. FT.
MAIN FLOOR 1515 60. FT.
TOTAL AREA 2904 SQ. FT.
BONUS RM. 424 $a FT,
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OPTIONAL
FOUNDATION PLAN
SCALE = 1/4' ■ I' -0.
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REVISED 10/21/92 RJV
UPPER FLOOR 1329 SQ. FT.
MAIN FLOOR 1515 60. FT.
TOTAL AREA 2904 SQ. FT.
BONUS RM. 424 $a FT,
1
2289
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