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S <br />m� <br />ll-1 <br />rYS <br />lIJ <br />O <br />Q U) <br />N � <br />1(. a <br />w <br />(1) r- <br />OIs <br />(V o <br />� x <br />F- <br />-6 a <br />N a <br />41 <br />z <br />o� <br />o <br />w <br />0 <br />o� x <br />Z <br />U <br />w <br />I 0 <br />a_ <br />a <br />w <br />O x <br />0 <br />z <br />Q <br />0 <br />o <br />LL <br />Q � <br />_i U) <br />6 � <br />i 0 <br />0 <br />o <br />v U <br />L O <br />O <br />EL <br />EL <br />w <br />S M <br />L 0 <br />so <br />S Z <br />o_ Q <br />N � <br />N z <br />�w <br />�Z <br />�z <br />w <br />w <br />O Q <br />O " <br />O� <br />LL <br />w ° <br />-w <br />w <br />N 0 <br />IL <br />�IL <br />w <br />cF <br />�C/) <br />LL Z <br />s� <br />o� <br />a <br />1 FOUNDATION PLAN <br />51.1 SCALE: 114" - 11-011 <br />COLUMN SCHEDULE <br />MARK <br />TYPE <br />5 ASE PLATE <br />NOTE <br />C1 <br />HS5 6x.xY4" <br />10"x10"x3/4" THICK BASE PLATE. W/ <br />(4) 3/4" DIA. EPDXY ANCHOR RODS <br />REFER TO DETAIL, <br />2/5-2.1 4 3/5-2.1 <br />FOOTING 50HEDULE <br />MARK <br />Fx <br />51 ZE <br />RE I NFORGEMENT <br />R�M�R�GS <br />LENGTH <br />WIDTH <br />DEPTH <br />TOP <br />BOTTOM <br />FI <br />4'-0" <br />4'-0" <br />" <br />1'-0 <br />- <br />(5) #5 BAR EACH WAY <br />- <br />F2 <br />CONT <br />2'-0" <br />1'-0" <br />- <br />(2) #5 BAR CONT <br />- <br />NOTES: <br />1. THE BOTTOM OF ALL FOOTINGS SHALL BE (1'-4") MIN. BELOW FINISHED EARTH GRADE. <br />2. THE TOP OF ALL INTERIOR FOOTINGS SHALL BE (8") BELOW FINISHED FLOOR U.N.O. (UNLESS NOTED OTHERWISE). <br />3. THE TOP OF ALL EXTERIOR FOOTINGS SHALL BE (1'-4") BELOW FINISHED FLOOR U.N.O. <br />SEE DETAI <br />FOR BLOC, <br />BRIDGING <br />TYPICAL HEADER SCHEDULE <br />MARK <br />ROUGH OPENING <br />SIZE <br />KING 5TUD5 <br />TRIMMER STUDS <br />REQUIRED 012 TEK 5CREW5 <br />WIDTH <br />(UN.O.) <br />(UN.O.) <br />(HDR. TO KING STD. CONN.) <br />Hl <br />8'-0" OR LESS <br />(2) C8" x IS GA. <br />1 <br />2 <br />6 EACH SIDE <br />TS <br />ST <br />BE <br />SE_ _. _ _-• •-_-- <br />FOR * OF TEK SCREWS <br />EQUALLY SPACED <br />SECTION A -A <br />FADER STUDS <br />KING STUDS <br />r=1 <br />TEK SCREWS <br />USE METAL TRACK m- <br />TOP OF ALL TRIMMER <br />STUDS <br />TRIMMER STUDS <br />HEADER DETAILS <br />SCALE, N.T.S. <br />SEE HEADER <br />SCHEDULE FOR N OF <br />TEK SCREWS <br />EQUALLY SPACED <br />a <br />r-2-' FRAMING PLAN <br />�11 <br />SCALE: 114" - 1'-011 <br />3/16" 3/4" AT 1/3 PT5, <br />OF FULL <br />3/16" 3/4" HGT. WALL <br />KING STUDS <br />2 I <br />5-I.I 5-I.I <br />I <br />I <br />I <br />I <br />I I <br />t � <br />KEY PLAN <br />tx <br />WzUr° <br />6 <br />Z <br />O z <br />w <br />� <br />M <br />Z <br />C/) <br />Qwz <br />z¢ <br />> wo <br />v� <br />Q <br />►-� <br />�D <br />w <br />a c.� o ¢ <br />pCa�+@w <br />x <br />U <br />°°<� <br />U�oa <br />o <br />a <br />w <br />W <br />O <br />N <br />O04 <br />Q <br />co) <br />Q <br />Fm <br />m <br />Z <br />J <br />;� <br />LL <br />N <br />J <br />m <br />Q <br />W�W <br />Q <br />Z <br />H <br />U <br />O <br />J <br />+ <br />C= <br />Qmw <br />lusnl lfl <br />o <br />�? m� <br />o <br />C'V <br />00 <br />O <br />QdQ <br />LL C3 <br />LL <br />z <br />1 CERTIFY TO THE BE*-r OF MY <br />KNOWLEDGE THAT THE <br />DRAWINGS & SPECIFICATIONS <br />COMPLY WITH THE APPLICABLE <br />MINIMUM BUILDING CODES <br />JIM NO: <br />HM <br />DRAW"EVE:WED: <br />B.MM <br />ISSUE DATE <br />12-05-08 <br />REVISIONS Q <br />1 <br />2 <br />3 <br />4 <br />SWET NUM3M <br />S-1.1 <br />