HomeMy WebLinkAbout1253.97.4\v,
._l L.AQ FRAME OUT FOR —
4' CONC. &LAD OVER STEPS INTO HOUSE
4' MIN. GRAVEL FILL
0010
�0 O
SUMP LINE TO BE 18"
BELOW TOP OF WALL
'k
41X8' LINTEL, I BLOCK BELOW
TOP OF WALL, 0 TOP STEP
8' SPLIT FACE BLOCK WALL
APPROX. 4' TALL., W/ BRICK CAP
d" R.PI IT FAf_P RI eiriC ium dtpFd
8' POURED CONC. WALL APPROX. 4'
TALL W/ 2X6 FRAMING UP TO UNDERSIDE
OF FLOOR SYSTEM, VERIFY ACTUAL
GONG. WALL HT. IN FIELD BASED ON GRADE
MWT NAYS sat:' DEISM
DOCK WW, WW P".
CW2848 -2FF
NOTES:
U ALL SOIL BASED ON 3000 Phl
2) ALL CONCRETE MIN. 3000 PA.L * 28 DAYS,
3) ALL FOOTINGS ARE *' W®E X S' DEEP
NOTED OTHERWISE.
4) ALL WALLS ARE 8' THICK W/ BASEMENT MALL HT. AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
24' NIGH UNLESS NOTED OT6E.
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THtM8&VEb THE bWITABLITY OF
THE PLANS M RELAT1ON8W TO THE IIRiq.DING MR.
6) DRAWINGS SERVE AS A GUIDE TO THE C4N67RWTION
OF THE BWLDING, AND M 90 WAY DICTATE ANY OF THE
LOCAL AND/ OR STATE OW.DING 0000, THEREFOR
IT IS THE CONTRACTORS RESPONSWILITY TO REVIEW
ALL PLANS FOR ACCURACY AND CLARITY AND TO
INSURE TWAT ALL SUBS ARE CLEAR AS TO THE SCOPE
OF TWEIR WORK. CONTRACTOR WILL ACCEPT ALL
RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
DESIGN OR DIMENSIONS.
'D ALL STRUCTURAL MEMBflR6 AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIM IF NOT &HOWN.
$I
DUE TO TWE AMOUNT OF MATHEMATICAL ROUNDING OFF THAT MUST BE DONE WHEN
0IMEN6I0NNG BETWEEN ANGLED WALLS, SOFTPLAN, THE SOFTWARE USED TO
CREATE THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCE& TO V81
.
TWE DIMENSIONS PLACED BETWEEN ANGLED WALLS MAY DE OUT AS MUCH AS 1/41
.
SINCE TWIG PROBLEM EXISTS, GREAT CARE MUST DE TAKEN 04EN CONSTRUCTION
BEGINS, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTING.
ry
W
O
�M
W
El
W
z
CD
V)
El
W
DATE:
DRAWN BY:
I SCALE:
REVISIONS:
FINAL PLANS 10
C6HEET
n 1`
m
�
U
o
W
tL
LL
u
v
�
z
�
U
W
ul
W
�
U
O
O
ry
W
O
�M
W
El
W
z
CD
V)
El
W
DATE:
DRAWN BY:
I SCALE:
REVISIONS:
FINAL PLANS 10
C6HEET
n 1`