A2-Foundation Plan SHOHET0
0
36'-6"
84'-6"
84'-0"
24'-8"
84'-0"
FOUNDATION PLAN
1/4" = 1'-0"
\z
36'-6"
6"x3O" CONC. STEM W/ #4
VERTS. 8 48" O.C. & (3) #3
FI HORIZ. TIES 8 12" O.C. ON
16"x8" CONC. FOOTING W/
(2) #4 BARS CONT.
10"x3O" CONC. STEM W/ 1*4
VERTS. 9 48" O.C. t (3) #3
F2 HORIZ. TIES 3 12" O.C. ON
20"x8" CONC. FOOTING W/
(2) #4 BARS CONT.
6"x3O" CONC. STEM W/ #4
VERTS. fl 48" O.C. & (3) #3
Fq HORIZ. TIES 8 12" O.C. ON
24"x8" CONC. FOOTING W/
(2) #4 BARS CONT.
10"x3O" CONC. STEM W/ #4
VERTS. 8 48" O.C. & (3) #3
FIO> HORIZ. TIES 8 12" O.C. ON
24"x8" CONC. FOOTING W/
(2) #4 BARS CONT.
3'-2"x2'-O"x3O" CONC. FNDTN. W/
(8) #4 VERTS. & (3) #3
F3 HORIZ. TIES 8 12" O.C. ON
4'-O"x2'-10"x8" CONC. FOOTING W/
(4) (2) #4 BARS EA WAY
PONY WALL:
F4 2x6's 16" O.C.
ON 18"x8" CONC.
FOOTING W/ (2)
#4 BARS HORIZ.
(CONT.)
CONC. PAD:
Fc, 4" CONC. ON 4" COMP. GRAVEL
ON COMP. EARTH W/.006" VIS-
QUEEN MOISTURE BARRIER.
SLOPE SLAB MAX 2% AWAY FROM
FOUNDATION. CONTROL JOINTS
MAX. 12' O.C. + EXP. JOINTS AT
FOUNDATION PERIMETER. NO. 4
BARS 24" O.C. SET W/ EPDXY
TO FNDN.
BLOCK OUT
F6 FOR ACCESS
(3) 1-3/4"xS-1/2" LVL's
THICKEND CONC.
3'-6"x3'-6"xlO"
OFOOT'G:
F� CONC. W/ (4) #4
BARS HORIZ. EACH
WAY
THICKEND CONC.
4'-0"x4'-0"x10"
OF00T'G:
F8 CONC. W/ (5) #4
BARS HORIZ. EACH
WAY
16"x8" FOUNDATION VENT
SCREENED (AUTOMATIC
FV IN HARD TO ACCESS
AREAS)
HD2 SIMPSON HDU2-SD52.5; (2) 2x6;
5/8" DIA. X 10" EMBED A.B.
FOUNDATION NOTES
GENERAL NOITES;
I. NOTE ALL VENTS TO BE OPERABLE AND SCREENED, SPACING AND
SIZE PER IBC 2015.
2. USE .006" VISQUEEN MOISTURE BARRIER AT CRAWL SPACE. TO LAP
AT TOP OF FOOTING.
3. MINIMUM 18" OF CRAWL SPACE BELOW BOTTOM FLANGE OF FLOOR JSTS.
4. USE SILL APPROVED SILL SEALER AT MUDSILL WITH METAL DRIP EDGE.
S. USE I/2" ANCHOR BOLTS, 48" O.C. WITH MIN.(2) PER WALL.. SILL TO BE
OF TREATED OR NATURALLY DECAY RESISTANT SPECIES,
SEE SHEARWALL SCHEDULE.
6. ALL EARTH AND GRAVEL UNDER CONCRETE SLABS TO BE COMPACTED
Z. ALL CONC. MIN. 3,500 P.S.I.
8. ALL REINFORCING BARS TO BE IN GOOD CONDITION, FREE OF RUST OR
OTHER DEFECTS. REINFORCING BARS TO BE OF APPRV'D GRADE AND MANUF
9. GRADE TO BE MIN. 8" BELOW TOP OF FOUNDATION.
10. USE 6" PERFORATED DRAIN SURROUNDED BY CRUSHED 3/4" ROCK AT
FOOTING ELEVATION, SLOPE AT LEAST 2%, AND DIRECTED TO A
SUITABLE DISCHARGE POINT 10' AWAY FROM STRUCTURE. DISCHARGE POINTS
SHOULD BE PROTECTED TO PREVENT EROSION.
II. FOOTING TO SET ON UNDISTURBED SOIL OF ASSUMED 1,500 P.S.I.
LICENSED
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0-03-2019