HomeMy WebLinkAbout0321.97.3A
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I'-4" 6-411 O -0" 6`-4" 4" I' -9" 1' -10" I' -I" 1' -I" 2' -10" !' -9" 2' -1° 6'-4"
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-- ---- - - - - -- --- - - - - -- I i I I I
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1 ( I 8" POURED CONG, WALL APPROX. 4'
I I I I TALL W/ 1 -1X8 FRAMING UP TO UNDERSIDE
t 16' X 10' EXPOSED I 1, -4„ , I I i OF FLOOR SYSTEM, VERIFY ACTUAL
i AGG. PATIO I CONCRETE STEPS UP TO , , CONC, WALL HT. IN FIELD BASED ON GRADE
PATIO AS SPECIFIED I -
--- - - - - - - - - - - --
I I T - ------- - - - - - - - - - -
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I 8" SPLIT FACE BLOCK WALL I 1 SLOPE CONC. TO DRAIN
I APPROX, 4' TALL., W/ BRICK CA , AT BOTTOM
I I I I I I I 1
I � IMPORTANT NOTE i � --
`v I DUE TO THE AMOUNT OF MATHEMATICAL ROUNDING OFF THAT MUST BE DONE WHEN
I I
i DIMENSIONING BETWEEN ANGLED WALLS, SOFTPLAN, THE SOFTWARE USED TO 1 1 o I I
a' I CREATE THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCES TO U8', 1 1
I THE DIMENSIONS PLACED BETWEEN ANGLED WALLS MAY BE OUT AS MUCH AS 1140.
SINCE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WHEN CONSTRUCTION '
- i !
BEGINS, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARtiNG. 1 1 5" STYROFOAM SLEEVE BELOW I I FLOOR THROUGH FOOTER I I
i
—p - I 3" dI& STEEL P05T ON ell
` 8 POURED GONG. WALL APPROX. 4 \ e n ■ /
__ _ _ I I 36 X36 X18 GONG. PAD 7 j i
_ - - - TALL W/ 2 -1X8 FRAMING UP TO UNDERSIDE - - - - - _ _ /
'T OF FLOOR SYSTEM, VERIFY ACTUAL - i i '
_r^ CONC. WALL HT. IN FIELD BASED ON GRADE
r_ I I I STEEL BEAM AS REQUIRED
---- - - - - -- - - - - -+-- - -
_ 1
- - -- -- - -- - - - - -- - - - - -- - - -- - - ---- - - - - -- -- - I
HOLD BRICK LEDGE DOWN
I L _ `°-i - - - - - L _ I 15' -1" 10' 4 -1' - - - - "
- r - _ f I - t i ► ► - _ --------- - - - - -- - - - - -- - - - - - -- - - - - -- -- ----------- - - - - -- 24 ALL AROUND PERIMETER
1 r I I; II fnla PROPOSED A/C
I I HEADER AS REQUIRED ! I ! I I I IIC•y I UNIT LOCATION
c33/ it
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' I 3 i I 1 234 3 -8-.i 5'.1 "- -- •! -- - - - - -5 -6j�� -- - - 3' -2° 3' -9i/I I ° ° I -� 13' -8" -- { �'
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23'-4/4" i �_J 2 - - - - -- - - -- - - - - -- - --
HOLD BRICK LEDGE DOWN , , I I I '�- =--`I 1 IICi�IM
24 ALL AROUND PERIMETER 1 1 i I I I = i j II F II 11 1M -- .8 1O -- — - - -- -- _ 2' -10" -�2 _O
C
Y I I .' 11 I A s a
r2X6 BEARING WALL W/ I ! I I - - - - - - - - - - - - - - -
I 1 _ - - -- - --
- ±�I — � BY
THICKENED G � ! FLOOR CONTRACTOR I f - - - - — - - - - -- - - - - - -- - -- - - -
BASEMENT PLAN 4 '
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' , I S° X 9' POURED CONC, WALLS `. !- - - - - - - _ -- -- _ - - - - - - -- I I 1
I I 4 GONG. SLAB OVER _ _ _ - - - - - - - - - - - - - - _ _ } I ( L- LINTEL AS REQ'D
4" MIN. GRAVEL FILL i o OPENING FOR FRIDGE I I i I
I I a POCKET BY WALL I 1
I I I CAP 6 69 AFF. ( I I ! r
I ! 1 I cq 6' -10" _ i5' -8" = CONTRACTOR I I I
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2X6 BEARING WALL W/ 101/4" w
I I THICKENED SLAB BY / , - �t -- - -- -- - - - -- - - - - -- - --
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METER BASE f I FLOOR CONTRACTOR
/ \ \ STEEL BEAM AS REQUIRED -
�'1
4'-21'
/ / / , �- -- - DROP WALL AS SHOWN I ca
64 k� I — — — — — — — — — — — — — — — — — — — , DOWN 34" FROM TOP 1 I
— — — — — — — — — — — — — — — — — — — — — — — — — —I< FD. W.H. SIZE AE! ^^ I U I i
O SPECIFIED 1 I - - -- 1 U 1 I I
i ' ( (L
9' -5 � 4 I
-
// �SERV. PANEL LOCATION I
/ I I BEAM AS REQUIRED I l I iz I Q l
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t o i I
3" dle STEEL POST ON I , I° QARAGE 5LA5 , , -
/ / _
' / TIMBER WINDOW WELL N � I I � 36 "X36 °X18" CONC, PAD � 1 I=
4" CONC. SLAB OVER
/ / I_ I I I W 4" MIN, GRAVEL FILL I I
11 \ ; / POCKETS BY WALL CONTRACTOR ri r� �j� I Q'j i ' ' I_q I
� I i 4 -C1'"I" 1
ILL
i HEADER AS REQUIRED I I If 1 j 1
I I II I 1Lu `
FLUSH GIRDER UNDER WALL I z
I o SLOPE SLAB TO DOORS I I
o IW I I
iw I i
- - - - - - I�
I if SUMPPI7 FLDOR DRAM I i Im HEADER AS REQUIRED i _ - I I i I - —_ -
/ EJECTION PI 1 I
s \ , m I I I -- - — - - -- -- < FORM t PORCH SLAB - - - -- - - -- - - -- —i
LINTEL AS REQ`D 4" AS SHOWN I `t
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I ! �n I I
\ / - PORCH SLAB EXPOSED AGG. _ ! POCKET BY WAL11 I I
4 CONTRACTOR , ° ►
z a, EXPOSED AGG.
-- — — — — — — — —
_
= 4 r� rz -- - - - - - - - - -
W
w
HOLD SUMP LINES
/ 18 BELOW BRICK LEDGE
3' -0" 8`-8" _j_ 3' -0" 14'-6"
i
HOLD BRICK LEDGE DOWN j
14' ALL AROUND PERIMETER ! A
1-0e 3, -0
144"
85-4''2"
FOUNDATION LAYOUT
SCALE: 1/4" = I' -0"
LINTEL AS REQ'D
POCKET BY WALL I I
CONTRACTOR I i
,• '_ i 1 I i i
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- --------------------- - - - - -t
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4,.8, 1 (0'-6° 1 18-0 - -- I_ &,-8
14'-8"
NOTES:
1) ALL SOIL BASED ON 3000 PSJ,
2) ALL CONCRETE MIN. 3000 PSJ. 6 28 DAYS,
3) ALL FOOTINGS ARE 16" WIDE X 8" DEEP UNLESS
NOTED OTHERWISE
4) ALL WALLS ARE S" THICK W/ BASEMENT WALL HT. AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
1'-8" HIGH UNLESS NOTED OTHERWISE.
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN RELATIONSHIP TO THE BUILDING SITE.
6) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION
OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE
LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW
ALL PLANS FOR ACCURACY AND CLARITY AND TO
INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. CONTRACTOR WILL ACCEPT ALL
RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
DESIGN OR DIMENSIONS,
1) ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIZES IF NOT SHOWN.
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