HomeMy WebLinkAbout1416.97.318' -2"
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- I CONCRETE CONTRACTOR, T DROP BEAM AS REQ'D I I oC
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CONCRETE PAD I t ! N Q O
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z 8" X 9' POURED CONCRETE WALLS i t
p 00 t — — — -� — — — 2'-8 — �� 4 CONC, SLAB ON
O I I � � ! 4" MIN, PEA FILL
W `� u I I — 6" BEARING WALL W/ =n i
X O 1 I l J�� THICKENED SLAB BY
CONCRETE CONTRACTOR,
13'-4 34 - -- - -- 21'-3 I/4 - --
2..
I 3" dia. STEEL
j `-� 1. JACK POST ON
36 "x36 "x18" I FLUSH BEAM A& _ I i - - - -— — — — — — — — — — -- — — — — — — — — — — — — — — -- — — — — — — — —
- - -- -- ------ - - - - 1
a' CONCRETE PAD _ _ _ _ _ _- _I _ _ L - 3' -2"
K, I +;- - -- - -- - - - - -, --------------------
REQUIRED I I _ _ _
6° BEARING WALL W/ 4
THICKENED SLAB BY
► I JQ I— — — — CONCRETE CONTRACTOR.
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6" BEARING WALL W/ �� 3" dia. STEEL j !
THICKENED SLAB BY =
' I ! I JACK POST ON
• ! 10' -3" 3 -I1 /z CONCRETE CONTRACTOR. I
— — 36" x 36" x 18' ^
I = _ CONCRETE PAD T'
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- - - - -- 14 -5 /4 -- \ - -� -- -- -- 81 -61/4n — — — - - — — - — — — — — — — — — — — — -- — — — — — — — J T-
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JACK POST ON — T _ _ _ _ _ _ _ — — _
• 1 36 "x36 °x18 1 1 1
► I CONCRETE PAD 4 I `�-- LINTEL AT OVER DIG
• I I - � AS REQUIRED, ALL
I I I I tA! POCKETS BY WALL 1
FORM AND DROP SLAB
4" THIS AREA AS SHOWN CONTRACTOR
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= FLOOR DRAIN
1 I EJECTION PIT
12° BLOCK 'Q PORCH
I • • I I �„ GON PEA Fill. 1 \\ v
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2 4' 13 -4 — -- 8 -8 It 11-0 -- -- {- ---L -- —�— - 19'-8"
63' -51/4'
FOUNDATION PLAN N-
SCALE: 1/4" = l'-O" b b`
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` 11 n 1 SLOP 5Lp,6 �O
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POURED CONIC. WALL
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NOTES:
0 ALL SOIL 16 BASED ON 1800 P,SJ, AND CONCRETE IS BASED ON
2800 PAJ. 6 28 DAYS, FOOTERS ARE 16' WIDE AND S' DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
0 CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED,
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JMGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS M RELATIONSHIP
TO THE BUILDING SITE, AND EXISTNG GRADES.
4) THESE DRAWINGS SERVE 6A A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS N DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND N NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES, IT 16 THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL 806 ARE CLEAR AS TO THE SCOPE
OF THEIR WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN,DIMENSIONS OR OMISSIONS.
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN,
6) ALL WINDOW SIZES 1-16TED ARE AS MANUFACTURED BY SEMCO
WOOD PRODUCTS, UNLESS NOTED OTHERWISE, AND MAY VARY
BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENNGS
MUST BE VERIFIED BY OWNER / CONTRACTOR.
'1) ALL WALLS W/ BRICK ARE 1-W, ALL OTHERS TO BE 3-W UNLESS
NOTED OTHERWISE ON PLANS,
8) ALL CEILINGS ARE 9' MAN LEVEL AND S' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
9) ALL DISCREPANCU ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
S'Xib' C M U.
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8' CONIC, LINTEL
FOOTER FOR S' CONCRETE WALL
FOOTER FOR BLOCK WALL
LINTEL DETAIL FOR BASEMENT
SCALE= 1/4" = 1-011
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