HomeMy WebLinkAbout1073.95.1o
(:�;IENEFI,AL FOUNZ�AT I ON NOTES:
2xb OR 2x4 STUDS ® lb,, O.G. REQUIRED FOR EXTERIOR HALLS AND INTERIOR BEARING
1AAALL5 OVER TWO (2) STORIES IN HEIGHT.
PROVIDE OUTSIDE COMBUSTION AIR FLUE TO FURNACE. RUN VERTICAL TO lot FLOOR
FLOOR JOISTS, THEN HORIZONTAL TO BUILDIN6 EXTERIOR. PROVIDE FIRE STOPS IN
FLUE AT FLOOR AND CEILIN6.
RETAINING AALL5 4' -0" HIGH AND HIGHER SHALL BE DE516NED BY ENGINEER 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 AREAWAYS TO BE AT ELEVATION -O' -5" AND SHALL HAVE METAL &RATE
COVER.
SEPARA'T'E WATER d 5EWER LINES MINIMUM 16" HORIZONTALLY AND VERTICALLY. LOCATE
5EWER LINE MINIMUM 1' -O" ABOVE FLOOR; LOCATE WATER LINE MINIMUM 5-O" FROM
TOP OF FOUNDATION WALL.
PROVIDE EbRESS WINDOW IF REOUIRED BY CODE. SIZE, LOCATION,
AREAWAY AND LADDER AS REQUIRED BY CODE.
1/2" VIA. ANCHOR
BOLT, lb" LONG ® 1/2" INSULATED SHEATHING
O.G.
1/2" EXP. MATERIAL \
. _ siDiNb AS SPECIFIED
4" CONCRETE SLAB i FINISH GRADE
4" MIN. PEA GRAVEL \v
8" G.M.U. \ V \ \� n.rnsTION FORM
\\
�Lr -L111 llls -v\�I � �LrvL�� 'L�
ILE C I r 0 ' -btD , N-:) DD � H'�:�
I
SC ALE: 3/4 "F I' --O"
G.M.U.
FQOTIN6 2,500 PSI CONCRETE
1/2" DIA. ANCHOR
BOLT, 16" LONG 1/2" INSULATED SHEATHING
6' -0" O.G.
BRICK TIES -REF. NOTE #3
1/2" EXP. MATERIAL
WEEP HOLES ®48" O.G.
BRICK SILL FLASHING
4" CONCRETE SLAB i . FINISH GRADE
4" MIN, PEA GRAVEL /
\ / \ N\
�4 "/ ///
8" G.M U \\ / \FOUNDATION FORM
G.M.U.
/\\ \ \/\ 12 x24 CONCRETE
FQOTING (2,500 PSI F )
C�G°n���C'U��aL�C�
° ) n U\ \,
SCALE: 3/4 " =1' -O"
HOUSE
1/2" GYP. BOARD
GARAGE
R -13• INSULATION
_. 5/8" TYPE "X ", FIRE
CODE GYP. BOARD
2x4 BOTTOM PLATE
BASE 2x4 STUDS ® 16" O.G.
1/2" VIA. ANCHOR 1/2" EXPANSION JOINT
BOLT, 16- LONG
VARIES 4" THICK GONG. SLAB
4" CONCRETE SLAB W/ 6x6 /10x10 WWM
REINPORGIN&
J
/� - Emil VAPOR BARRIER
� OVER MINIMUM 4"
PEA 6RAVEL
4" MIN. PEA GRAVEL / \// FOUNDATION FORM
G.M.U.
I" THICK RIGID
INSULATION-EXTEND MIN.
2' -0" BENEATH SLAB °
j\ \ 12 "x24" CONCRETE
FOOTING (2500 P51 F )
W& L L
HOUSE
3 SCALE: 3/4 " =1' -0"
R -13 INSULATION
1/2" GYP. BOARD
BASE - - - --
� I /2" INSULATED SHEATHING
I/2" VIA. ANCHOR
BOLT,' I6" LON& • - 1
6' -0" O.G. _
I/2" EXP. MATERIAL-
-- \ SIDING AS SPECIFIED
4" GONGRETE SLAB ° — �p
FINISH GRADE
4" MIN. PEA &RAVEL " �
I" THICK RI61D \ / \\ / J / \
INSULATION- EXTEND MIN. ° / \ \ //\
BENEATH SLAB \\ \ ° \ \ \ \
8" G.M.U. OUNDATION O
/ M.U.
j \ //\ •° �\ //� 12 "x24" CONCRETE
FOOTING (2,500 Psi F )
HOUSE FHDD cTH, WALL
S[Ecv. @ VDW'
4
SCALE: 3/4 "= I' -0"
R -ICJ INSULATION
1/2" GYP. BOARD
1/2" VIA. ANCHOR
BOLT, 16" LONG w 1/2" INSULATED 5HEATHIN&
BASE BRICK TIES - REF. NOTE 03
1/2" EXP MATERIAL WEEP HOLES ® 48" O.G.
BRICK 51LL FLA5HIN6
4" CONCRETE 5LA5
I FINISH GRADE
4" MIN. PEA &RAVEL
! THICK / /
/ `
MIN.
21-0" BENEATH SLAB
8" G.M.U. 4 FOUNDATION FORM
12"x24" CONCRETE
FOOTING (2,500 PSI F )
aOM MHa `1i QLL
@ [0 o D iJ���W
5 SCALE: 3/4 "�I' -0'
uNEx�AVATEn
4" REINFORCED CONCRETE SLAB
1 ON b MILL VAPOR BARRIER
1 OVER 4" PEA GRAVEL I I `// - _/♦�
I I
— — — — — — — — — — — — I
UNEXGAVATEL
I I 1 i 4" REINFORCED CONCRETE SLAB
BRICK LEDGE ON b MILL VAPOR BARRIER
I I 4" REINFORCED I OVER 4" PEA GRAVEL
GONG STOOP I 1 SL R
OPE TOWAD OVERHEAD DOOR
I II I I =
L— — — — ----- — — — — — — — — — — -- — — — — — — — — — — — — — — — - — —
/
SCALE: 1/ 4" =1' -O"
UNEXGAVATED
4" REINFORCED CONCRETE SLAB
I 1 i
( ON b MILL VAPOR BARRIER
I OVER 4" PEA GRAVEL
I = L)
- -- - - - - - - - - -
I I I I I UNEXC VATEID
I 1 4" REINFORCED CONCRETE SLAB
ON b MILL VAPOR BARRIA� ER
I 4" REINFORCED I I OVER 4" PEA &RAVEL
Q I I I GONG STOOP I I SLOPE TOWARD OVERHEAD DOOR
i-
i II 1 I =
LL===== _______- L ------------ - - - - -- ` -
1 -----------_----
/ 14' -2" /
/
45' -O"
�Q o G�ou[�DQ`�DO[� pLQH ELC `JQ�'DO[� coo
50ALE: 1/4 " =I'-O"
d — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
- -- - - - -- — 1.
----- - - - - -- - —�
I i
i I I I
I I i I
I - I
I I i
I 23' -10"
I ! :2'-0" -° / OPTIONAL FIREPLACE I I
I I
ENGINEER
:)G
,3dYa1 r36a,y �,�� u •r
�g
ujti
`n
co
1
THIGKEP{ED SLAB I
OO
i I
-- I
-,
-------- - - - - -- ___
- - - -- - - -
-- -
--� I
0
o
t
C
0()z
UNEXGAVATEI7 $
_ (
14"
4" REINFORCED CONCRETE SLAB „I 1 4
4
4' 4"
I
4 "I
ON 6 MILL VAPOR BARRIER �„
( ;p
1
OVER 4" PEA &RAVEL
i
11
I I UNE XGAVATEID
I J 4" REINFORCED CONCRETE SLAB
i
I
I ON b MILL VAPOR BARRIER
I
I
I I
( OVER 4" PEA &RAVEL
I
I
I I SLOPE TOWARD OVERHEAD DOOR
I I
I
i
I i
i
( I
I
( I
I
m
I
I
I
/ 2'-4"
II
I II
—J
�I
OO Mo G��G �p�QO
-
SCALE: 1 /4" =1'-O"
PlEXCAVATED I (
RZINFoRcelp I 1
I
Q
NC STOOP
4
(
I
I
ILI ------------ - - - - --
`�\
I
- - - - --
- --
i
/-
25' -4"
45' -0"
-
� � �f1 n � 17 � �n
o UvD���OUv ir� �[,= H [EL [E v /r, 000 oo o ov
SCALE, 1/4 " =1'• -O°
ENGINEER
:)G
,3dYa1 r36a,y �,�� u •r
�g
ujti
ARCHITECT
REVISIONS
COPYRIGHT
OC 1994
CENTEX
REAL ESTATE
CORPORATION
DRAWN BY
PDG
CHECKED BY
DATE
6 -6 -95
JOB NO.
CAD FILE NO..
2246R -1A -IN
PLAN NO,
2246R
SHEET NO.
1A
of 7'
L..
`n
co
ff M
0
OO
N 0�
=z
0
o
t
C
0()z
ARCHITECT
REVISIONS
COPYRIGHT
OC 1994
CENTEX
REAL ESTATE
CORPORATION
DRAWN BY
PDG
CHECKED BY
DATE
6 -6 -95
JOB NO.
CAD FILE NO..
2246R -1A -IN
PLAN NO,
2246R
SHEET NO.
1A
of 7'
L..