HomeMy WebLinkAbout0727.95.2v
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50' -0"
41'-8"
(� 1'44 4' -3j/4 1'44" _ 12' -4"
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- -
GRMCAL DIMENSION
I
�- -- - - - -- ---------- - - - - -- I I r — — — — — — — — — —
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SHADED AREA DENOTES I I I I I I
LINE OF TREATED PLATE
i I `fl' 11'-8" I! I 4" CONC, SLAB OVER I I I
-- — 1 I I ►� 4" MIN. GRAVEL FILL I ! I
I I► I
li I I► L- - - - -- - - - - - - - - - -
4.
I I STEEL BEAM REQ'D - - - - - - - -- - e - - - - °- - - - - - - -- I LINTEL AS REQ'D I
POCKET BY WALL I
CONTRACTOR I r' I
I I i CONTRACTOR TO LOCATE THE FOLLOWING I f
- - - - - - - - - - -
I ITEMS EXACTLY AS REQUIRED
UNFINISHED _ , -
L BASEMENT WINDOWS I - - - -
BASEMENT PLAN 2. FOUNDATION DRAIN TILES I ► I I I
I 3. WATER HEATER t FURNACE
8" X 9' POURED CONC. WALLS 4. FLOOR DRAIN I I I I
4" CONC, SLAB OVER 5. SEPTIC OR SEWER LINE LOCATION I I
! I - 4" MIN. GRAVEL FILL b. WELL OR CITY WATER LOCATION o ! I I
I I
I. HOLDING TANK t SUMP PIT
I
S. ALL LOCAL UTILITY SERVICES I i
I j I i' _CRAWL SPACE !I
I ! I 6MIL POLY VAPOR BARRIER
_
34'-4" 1 ! 1 OVER 4" MIN. PEA GRAVEL
VENTILATION AS REQUIRED.
' i � t � 10 - IO��i° 10' -11° 10-10� %" � � i'.g" !► I I I I
3" dUL STEEL POST ON
" " 5 -4" 6' -0" I
36 X36 XIS" CONCRETE I I i. - - - -- - - - _
PAD MIN.
1 _
I j I STEEL BEAM REQ'D I 1 � J I
I ~
I
b I
4 _I
8'4/2" ! I b" X 8" PRE -CAST
A
o,
- - -- - - -- - - - -- - i I CONCRETE LINTEL
_-
I 8" X 16" PIER � I
I I ON 24 "X24 "X12" 1
I
I� I CONC.PAD I I
Y '
MECHANICAL AREA I ! I i► 1 I I ;
* IMPORTANT NOTE:
DUE TO THE AMOUNT OF MATHEMATICAL ROUNDING OFF THAT MUST BE DONE WHEN
DIMENSIONING BETWEEN ANGLED WALLS, SOFTPLAN, THE SOFTWARE USED TO
CREATE THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCES TO 1/84
.
THE DIMENSIONS PLACED BETWEEN ANGLED WALLS MAY BE OUT AS MUCH A61/4".
SINCE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WHEN CONSTRUCTION
BEGINS, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTING.
uP I I I t \ \ NOTES=
I '
I I f I P I `- - - - 1 A\ ,�- �\ 1) ALL SOIL BASED ON 3000 P.S,1.
2) ALL CONCRETE MIN. 3000 P.SJ. 9 28 DAYS,
3 FOOTINGS ARE 16" WIDE X 8" DEEP UNLESS
- - )ALL FO
i - - -- - - - - -- ------------- - - - - -- -- - - - - -- - - -14 0 -- -- --- - - - -�+ ARE a" HT AS
_ 14 1 \ �� \ ` NOTED OTHERWISE.
_ -- - - - - - - - - - - - -- - - - - - - - --- - - - - -- - - -- 4)ALLWALLS G THICK
- _ _ NOTED AND GARAGE/ CRAWL/ SLAB WALLS
LINTEL AS REQ'D _ _ r _ _ _ _ __ _ _ _ _ \ f - r -I \ \ 2'-B" HIGH UNLESS NOTED OTHERWISE.
\ \
51 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
POCKET BY WALL I N, AND JUDGE FOR THEMSELVES THE SUITABILITY OF
' CONTRACTOR I i r THE PLANS IN RELATIONSHIP TO THE BUILDING SITE.
LINTEL AS REQ'D b) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION
I I POCKET BY WALL \ \ / / / OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE
I / 00 , LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
CRAWL SPACE , I CONTRACTOR - \ \
' \ \ / / -'� \ \ i IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW
6MIL POLY VAPOR BARRIER I , I ;o -, \ \ / /, \ i' \,o ALL PLANS FOR ACCURACY AND CLARITY AND TO
I I OVER 4' MIN. PEA GRAVEL T ! I I \ / / / - "� - \ _ \ INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
I I `� -- OF THEIR WORK, WICKES LUMBER ASSUMES NO
RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
1 i I I v v DESIGN OR DIMENSIONS.
m �� Y y v 1) ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
I f , \ \ \ ON AN ASSUMED NEED CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIZES IF NOT SHOWN.
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f! I I I °Q I ► I I � A V c9-
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4" MIN. GRAVEL FILL 4
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