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<br />FOR BAY DIMENSIONS
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<br />BUILDER INITIALS I. I ; .
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<br />TYPICAL KNEEf'lALL SECTION TYPICAL KNEEWALL SECTiON
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<br />1(h6" COOC.
<br />fOOTING
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<br />20. EXTER'OR WALL
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<br />II $1:YROfOAl1 SfffATHlNG
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<br />(2)Yz' x 11;' O$B
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<br />SECTiON @ CANTILEVER
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<br />Tl-JE FOUNDATION CONTRACTOR Sl-JALL INSTALL
<br />HIE FOUNDATION STRAIGHT, SQUARE, LEVEL,
<br />PLUMB AND TO f'lITHIN 1/2" OF DIMENSIONS
<br />Sl-JOHN ON Tl-JIS DRAWING, Tl-JE CONTRACTOR
<br />Sl-lALL NOTIFY THE BUILDER OF DISCREPANCIES
<br />H' ,,'v -rIlA-r ACt:' "'^"'In ^,I -rUle. nDAIAIIIIlr..
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<br />2~ OOER1OR IQIrOOt.1.
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<br />NOTE;
<br />HOLD SIDE WALL
<br />BACK 1FT FOR
<br />WOOD 45 DEG
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<br />,.ELF:I
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<br />BEAM POCKET DETAIL
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<br />DOOR CUT
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<br />NOTES:
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<br />i) BASEMENT l^JINDOWS OTl-JER TI-lAN NOTEDj
<br />TO BE SIZED AND LOCATED BY BUILDER
<br />2) CONCRETE FOOTINGS AND SLABS SHALL
<br />BE REINFORCED IN ACCORDANCE WITI-! LOCAL,
<br />AND/OR STATE BUILDING CODES,
<br />3) REGARDLESS OF DETAILS, BOTTOM OF
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<br />I WE APPROVETllI~AS SH01 1.1 ' '
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<br />-IN SOME AREAsBUILDINGCODE5STEEL LENGTl-l 281.6'1.,
<br />REQUIRE 1& xl6 PILASTERS IN WALLS
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<br />BuiLDER IS. RESPONSIBLE TO ' :
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