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ii <br />0 <br />L—t—J <br />METAL B <br />COLUMN <br />EMBED ANCHOR BOL' <br />IN CONC: SEE MTL. <br />SLOG DRAWINGS FOR <br />SIZE <br />DOUBLE <br />BLOCK A <br />LOCATIO <br />PLAN <br />I <br />EXISTING METAL <br />BUILDING <br />-11 1/2" <br />3 <br />6Ij <br />.�:...., � r ', <br />'f+G.r� <br />£3^S Yi <br />w y <br />----------FOOTING PER ----------- <br />-I-------------------------I <br />DETAIL 1/51.1 I r — — — — — — FOOTING PER <br />4 `� r J I I I L ..- — J DETAIL 1/Sl.l L- <br />st1TYP <br />all CMU. I <br />S EMWALL et.i D <br />FIN FLR. r, I FOOTING PER <br />4'-0" AFF. I DETAIL V6IJ <br />L--------- <br />I•.r "t' <br />I------------------- — — — — — — — I <br />I I � <br />x <br />I <br />FOOTING PER FOOTING PER <br />I LDETAIL MIJ <br />---------DETAIL I/------------------ — — — — — — — — — — — — -----1 I <br />I:F:;,. ,. .. .:'�,.,_:_\ ,.,,; ay>. , ;: ..,<:. .,:>:,, :' ,..,. :'.r u.Y; �:y_o. �. .....,. ,., .1� .5::. .'�a .�.., f,3 F. <.x5i ...:j%'�f: ✓, x <br />--------------------------------y-- <br />-- ------------- -----J <br />r <br />a I I SEE KEY PLAN ON SHEET 612 FOR CONTUNUATION <br />i I OF ROOF AND FOOTINGS ALONG SIDE OF BUILDING 1 I I 1 <br />L—+—J 1 L---J 1 L—�—J <br />FOUNDATION PLAN <br />4■ � � � � � � � r1 SCALE: 1/4" • V-0" <br />5 <br />611 DO NOT SCALE DRAWINGS. USE DIMENSIONS <br />SHOWN ON THE DOCUMENTS. CONTRACTOR <br />TYR SHALL VERIFY ALL DIMENSIONS ON SITE <br />FINISH FLOOR SLAB <br />ly ELEV. (-) 0-4" Br-,F. <br />8" C.M.U. <br />FILL ALL CELLS SOLID <br />W/ GROUT <br />NOTIFY THE ARCHITECT REGARDING ANY <br />DESCREPANCIES. <br />• 5 BARS CONT. <br />b CONC. SLAB WITH FIBER MESH <br />OVER 6 MIL. VAPOR BARRIER <br />WELL COMPACTED <br />TERMITE TREATED FILL <br />y' • 5 BAR CONT. <br />(FILL CELLS CONTAINING <br />REBAR WITH GROUT) <br />FILL ALL CELLS AT % ' <br />COLUMN LOCATIONS / - <br />SOLID WITH CONC. GRADE z 3" MIN <br />� � a <br />O EXISTING METAL <br />8" CMU <br />COLUMN BUILDOUI <br />FINISH <br />ELEV. i <br />R?W `.m <br />SCALE: 1/2" - 1'-0" S1■1 <br />• 5 BARS CONT. <br />STEMWALL F <br />WALE: IN ■ 1'-0" <br />(2) « 5 BARS CONT. <br />OOTING t <br />I � Simi' <br />10 <br />-MTL. BUILDING COLUMN <br />COLUMN <br />STEEL PLATE WELDED TO <br />COLUMN <br />1/2" DIA AD. W/ 8" MR <br />EMBEDMENT 4 1-1/2" DIA. <br />(5WASHERS <br />WAY <br />3" CLEAR (TYP.) <br />COLUMN FOOTING( s <br />FOUNDATION NOTES <br />I. SLAB -ON -GRADE TO BE 4" THICK <br />W/ FIBER MESH ON 6 MIL <br />VAPOR BARRIER (LAPPED AND TAPED) <br />2. TOP OF SLAB ELEV. + 0'-0" <br />EXCEPT WHERE NOTED. <br />3. CJ ■ 3/16" W. x 1" OP SAW CUT CONTROL <br />JOINT. <br />4. PROVIDE TERMITE TREATED CLEAN, <br />WELL COMPACTED FILL UNDER FLOOR SLAB. <br />5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE <br />WITH APPLICABLE CODES AND ORDINANCES <br />ARCHITECT CERTIFIES, TO THE BEST OF HIS <br />1040MEDGE, THAT ALL PLANS AND SPECIFICATIONS <br />COMPLY WITH THE MINIMUM BUILDING CODES. <br />w <br />CL <br />E <br />ea <br />cc <br />v <br />O <br />im <br />as <br />c <br />v <br />co <br />0 <br />J <br />c <br />0 <br />co <br />0 <br />LL <br />y� <br />L.f <br />4- <br />0 <br />0 <br />■ <br />>V <br />C <br />�0 <br />m <br />a <br />0 <br />V <br />N <br />0 <br />2 <br />0 <br />bw <br />a <br />N <br />0 <br />0 <br />N <br />� w <br />Z N Cl <br />0019'.v r 0.,a <br />1000 <br />IN. 040 <br />Idwa44 <br />I-1-� <br />MIC 4AEL ARRIGO <br />LIC. NO. ARWM335 <br />