HomeMy WebLinkAbout1042.95.16ENERAL FOUNDATION NOTES:
2x6 OR 2x4 STUDS ® 16' O.G. REQUIRED FOR EXTERIOR WALLS AND INTERIOR BEARING
WALLS OVER TWO (2) STORIES IN HEIGHT.
PROVIDE OUTSIDE COMBUSTION AIR FLUE TO FURNACE. RUN VERTICAL TO let FLOOR
FLOOR JOISTS, THEN HORIZONTAL TO BUILDING EXTERIOR. PROVIDE FIRE STOPS IN
FLUE AT FLOOR AND CEILING.
RETAINING WALLS 4' -0" HIGH AND HIGHER SHALL BE DE516NE0 BY EN61NMR AND
SUBMITTED TO CITY BUILDING DEPARTMENT FOR APPROVAL.
ALL PLATES ON CONCRETE SLABS -ON -GRADE ARE REQUIRED TO BE TREATED WOOD
OR REDWOOD.
TOP OF STEEL AREAWAY5 TO BE AT ELEVATION -0' -5" AND SHALL HAVE METAL GRATE
COVER.
SEPARATE WATER 3 SEWER LINES MINIMUM l8" HORIZONTALLY AND VERTICALLY. LOCATE
5EWER LINE MINIMUM 1'-0 ABOVE FLOOR; LOCATE WATER LINE MINIMUM 5' -0" FROM
TOP OF FOUNDATION WALL.
PROVIDE E&RES5 WINDOW IF REQUIRED BY CODE. SIZE, LOCATION,
AREAWAY AND LADDER AS REQUIRED BY CODE.
IA. ANCHOR
16" LONG o
O.G. 1/2" INSULATED 5HEATHIN6
:P. MATERIAL
m •� 4" VINYL 510ING
CRETE SLAB y - - - -
�, FINISH &RAVE
A GRAVEL
l�OUNDATION FORM
G.M.U.
•
°a 12 "x24" CONCRETE
FQOTIN6 (2,500 P51 F )
�aG�aC� MALL
SCALE: 3/4 " =1' -O"
2" VIA. ANCHOR
,OLT, I6" LONG ® - 1/2" INSULATED 5HEATHIN6
' -0" O.G.
BRICK TIES - REF. NOTE e3
"EXP. MATERIAL -
WEEP HOLC5 • 45" O.G.
CRETE SLAB BRICK SILL FLASHING
FIN15H 61R.ADE
PEA GRAVEL
8" G.M.U. ATION FORM
� \\ G.M.U.
FQOTIN6 (2,500 P51 F
QA A�Q F WALL
2
SCALE: 3/4"=l'-O"
HOUSE
1/2" GYP. BOARD
R -13 INSULATION --
2x4 BOTTOM PLATE
BASE
1/2" PIA. ANCHOR
BOLT, 16" LONG 0
'.ETE SLAB
(�,ARAG
5/6" TYPE "X ", FIRE
CODE GYP. BOARD
- 2x4 STUDS ® 1611 O.G.
1/2" EXPAN510N .JOINT
VARIES 4" THICK CONG. SLAB
— W/ 6x6 /10X10 HHM
REINFORCIN6
V,
�I
bmll VAPOR BARRIER
\
\
OVER MINIMUM 4"
4" MIN. PEA GRAVEL' /
//
PEA &RAVEL
I" THICK RIGID
iEND MIN
FOUNDATION FGORM
8" G.M.U.
INSULATION -1-
2' -0" BENEATH SLAB �\
s '
\
\
R---F MALL
05 31EQ � N�OUSE
SCALE: 3/4" Im 1' -O"
12"x24" CONCRETE
FOOTING (2-5500 P51 F )
R -13 INSULATION _
1/2" GYP. BOARD- -
BASE '-
1/2" DIA. ANCHOR _
BOLT, 16" LONG
6'-L" O.G.
1/2" EXP. MATERIAL
4" CONCRETE 5LA5 - -, - - - -
i
4" MIN. PEA &RAVEL ,
- -- - 1/2" INSULATED 5HEATHING
4" VINYL 51DIN6
dJ
FINISH &RAVE
1 _
I" THICK I
INSULATION - EXTEND MIN.
2' -0" BENEATH 5L 8" G.M.U. . \ \ //\ a • / \ \� / \ \ / / \ \ / / \ \
OUP[DATION FORu
" x24 v
i2 CONCRETE
FOOTIN6 2500 P51 F )
HIS 5 'F"HOOTH, MALL
@
SCALE. 3/4 "= l' -0"
R -13 INSULATION
1/2" GYP. BOARD
1/2" VIA. ANCHOR
BOLT, I6" LONG •
6' -0" O.G.
BASE
1/2" EXP. MATERIAL
Ilk
4" CONCRETE SLAB -
4° MIN PEA GRAVEL
INSULATED 5HEATHIN&
BRICK TIES - REF. NOTE #3
WEEP HOLES o 45" O.G.
BRICK 51LL FLA5HIN6
- FINISH GRADE
I" THICK RI61D
INSULATION- EXTEND MIN.
2' -0" BENEATH SLAB G.M.U. \ //\ • ° � \ / / \ / % \ //\
\/ • a ° / \ \� \\ /\\ /�.OUTtDATION CORM
All FOOTING 2500 PST
CONCRETE
HOUSE IFHOc Ho MALL
5 -
SCALE: 5/4"=f'-O"
REFER TO SHIFT 2A FOR
LOCATION OF OPT.
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-
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SCALE: 1/4'm 1'-0"
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SCALE: 1/4 " =1' -O"
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16q2. pis
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S FOUNDATION PLAN- ELEVATIQN "A" : "o
ARCHITEC
GOPYRIGI
199'
CENIa
REAL ESTAT
CORPOAATK
DRAWN B)
PDG
° CHECKED E
-- DATE -
2 -22 -9%1
JOB W.
- CAD FILE N
1631R -1A-
PLAN NQ
16318
S�
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OF .6