Laserfiche WebLink
2 <br />a <br />m <br />0 <br />N <br />m <br />O <br />N <br />W <br />5 <br />311 <br />0' -011 <br />6 I 7 v <br />I <br />Ll - <br />+- W cn <br />m W 4 <br />FOR SECTION IA SLAB OCCURS ON BOTH SIDES OF WALL <br />-(1'-4") <br />1, 10002 3 <br />51.1 L <br />L <br />LLJ <br />52.1 52.1 52.1 <br />� <br />-(1'-4") <br />MARK <br />DIMENSIONS <br />DEPTH <br />REINFORCEMENT <br />BOTTOM EACH WAY <br />F30 <br />3'-0" X 3'-0" <br />12" <br />4 " 5 <br />F35 <br />11 <br />3'-roll X 3'-6, <br />12" <br />4 " 5 <br />F40 <br />4'-0" X 4'-0" <br />12" <br />4 N 5 <br />F45 <br />4'-roll X 4'-9,11 <br />12" <br />505 <br />F50 <br />5'-0" X 5'-0" <br />12" <br />5 N 5 <br />F55 <br />5'-roll X 5'-roll <br />14" <br />6 05 <br />Fro0 <br />ro'-0" X lo'-0" <br />16" <br />to " to <br />F65 <br />ro'-roll X (o'-6" <br />iro" <br />I "fo <br />Flo <br />1'-0" X -1'-0" <br />1 I" <br />1" 6 <br />F15 <br />i'-roll X I, -roll <br />loll <br />8 "ro <br />F80 <br />V -0" X 8'-0" <br />19" <br />to " -I <br />F85 <br />8'-roll X 8'-6" <br />20" <br />i " <br />Fg0 <br />13'-0" X 9'-0" <br />21" <br />10 " ro <br />F95 <br />9'-6" X 9'-6" <br />22" <br />9 01 <br />F100 <br />10'-0" X 10'-0" <br />24" <br />g *I <br />F105 <br />10'-6" X 10'-roll <br />25" <br />10 "-1 <br />RIO <br />11'-0" X 11'-0" <br />29," <br />11 M "1 <br />COLUMN <br />BASE PLATE <br />H5S3X3X1/4 <br />P_5/8"XIII, X0'-11" <br />HSS 4 X 4 X 1/4 <br />fQ 3/4" X 12" X 1'-0" <br />HSS 5 X 5 X 1/2 <br />fE 3/4" X 14" X 1'-4" <br />3" 0 STD. PIPE <br />fE 3/4" X 11" X 0'-II" <br />3 1/2" 0 STD. PIPE <br />P_ 3/4" X 12" X I'-0" <br />1 1/2" TYP <br />(4) 3/4"0 A3io J BOLTS <br />BASH PLATE SCHODULN <br />SEE ARCH. <br />NOTE: USE THESE DETAILS ONLY WHEN NO SPECIFIC DETAIL IS SHOWN <br />ELSEWHERE IN THESE DRAWINGS. <br />SEE ARCH. <br />WINDOW SILL DraTA I L 04NO LU INDOW OR <br />COLUMN MARK <br />NUMBER <br />DIMENSIONS <br />VERTICAL <br />izE INFORG ING <br />TIES <br />C-1 <br />-1 5/8" X lio" <br />4" ro <br />03 8" <br />C-2 <br />i 5/6" X 12" <br />4 N 5 <br />" 3 8" <br />0 <br />NOTE: ALL COLUMNS THAT OCCUR IN AREAS <br />WITH PARAPET SHALL EXTEND TO THE TOP <br />OF THE PARAPET UNLESS NOTED OTHERWISE <br />CONCROTM COLUMN SCH RDULN <br />BAR <br />04 <br />"5 <br />"6 <br />07 <br />LAP <br />18" <br />2411 <br />3811 <br />53" <br />M ASONR1' RN INPORC INCH <br />04 <br />0 F, <br />"ro <br />"-1 <br />"8 <br />"g <br />TOP BEAM BARS <br />38" <br />4-7" <br />5ro" <br />al" <br />92" <br />104" <br />BOTTOM BEAM BARS <br />FOOTINGS <br />29ll <br />36" <br />43" <br />63" <br />y <br />-12" <br />Bill <br />COLUMNS <br />1511 <br />19" <br />2311 <br />2611 <br />30" <br />34" <br />CONCRrmTrm RrE INFORC INCH <br />BAR LAP SCHNOULAE <br />VARIES <br />SEE PLAN <br />CONCRETE COLUMN DETAIL <br />FOR WALL REINFORCEMENT SEE PLAN. <br />2. DOWELS TO MATCH WALL <br />REINFORCEMENT. <br />3. FOOTING REINFORCEMENT: 3 " 5 <br />CONTINUOUS AND " 3 TIES 6 32". <br />4. FOR FOOTINGS SIZE AND REINFORCEMENT <br />SEE FOUNDATION PLAN AND SCHEDULE. <br />5. STEEL COLUMN - SEE PLAN. <br />(o. POUR CONCRETE SLAB DOWN TO <br />ENCASE BASE PLATE. <br />1. BASE PLATE VARIES - SEE SCHEDULE <br />ON THIS DRAWING. <br />6. PACK WITH NON -SHRINK GROUT UNDER <br />BASE PLATE. <br />S. DOWELS TO MATCH VERTICAL <br />REINFORCEMENT. <br />10. SEE BAR LAP SCHEDULE. <br />11. 4" SLAB WITH ONE LAYER OF 6 X (o WIA / <br />W1.4 W.WF. OVER 10 MIL VISQUEEN VAPOR <br />RETARDER <br />12. GROUT ALL CELLS BELOW ELEVATION <br />0' - 0". <br />13. NOT USED. <br />14. COURSE OF K.O. BLOCK GROUTED AND <br />REINFORCED WITH 1 " 5 EXTENDED to" <br />MINIMUM INTO FIRST GROUTED CELL EACH <br />SIDE OF OPENING - WHEN CONCRETE <br />COLUMN OCCURS NEXT TO WINDOW <br />PROVIDE MATCHING DOWEL FROM COLUMN <br />WITH HOOK AT FAR END OF COLUMN. <br />15. 1 " 5 DOWEL IN GRUTED CELL AT CENTER <br />FOR WINDOWS WIDER THAN ro'-0". <br />Ito. PRECAST LINTEL GROUTED AND <br />REINFORCED WITH 1 " 5 BEARING MINIMUM 8" <br />ON MASONRY AT EACH SIDE OF OPENING. <br />11. WHEN CONCRETE COLUMN OCCURS NEXT <br />TO OPENING USE 8" DEEP X 1 5/8" WIDE <br />CAST -IN -PLACE CONCRETE LINTEL <br />REINFORCED WITH 4 "4 AND 03 TIES m all - <br />EXTEND TOP BARS AND HOOK AT FAR <br />SIDE OF COLUMN. <br />18. COURSE OF GROUTED K.O. BLOCK WITH I <br />*5 BAR <br />IS. «5 48" IN GROUTED CELLS. <br />20. 5 "5 CONT. AND 03 TIES 0 32". <br />21. to" HIGH X I6" X lto" CONCRETE <br />ENCASEMENT FOR COLUMN BASE PLATE. <br />22. 03 COINER BAR WITH 36" LONG LEGS - <br />PROVIDE MINIMUM 1 1/2" CONCRETE COVER <br />23. 16" X 1(o" PILASTER BLOCK FULLY <br />GROUTED. <br />24.4 05 VERTICAL AND 03 TIES 6 8". <br />25.3 05 CONTINUOUS BOTTOM AND 04 TIES <br />AT 24". <br />26. GROUTED COURSE OF K.O. BLOCK WITH 1 <br />05 FOR OPENINGS WIDER THAN 48". <br />21. BRICK VENEER - SEE ARCHITECTURAL <br />DRAWINGS. <br />p Z <br />Z H <br />J <br />W 0 <br />cv <br />cr <br />�z <br />W <br />< v <br />co <br />gw <br />v <br />o <br />LL <br />W <br />vJ <br />Z <br />��/^� <br />VJ <br />z <br />-� <br />W <br />F_ <br />V <br />Q <br />� <br />L.L <br />W <br />L.rL <br />O <br />= <br />m <br />W <br />LL <br />� <br />W <br />W <br />~ <br />Z <br />� <br />J <br />J <br />N <br />OW <br />LL <br />ZU <br />= <br />O <br />\ <br />d <br />W <br />N <br />U <br />Q <br />U) <br />THIS DESIGN AND DRAWING IS THE <br />SOLE PROPERTY OF <br />FLEISCHMANGARCIA. NO PART OF THIS <br />WORK MAY BE REPRODUCED WITHOUT <br />PRIOR WRITTEN PERMISSION FROM <br />FLEISCHMANGARCIA. <br />I CERTIFY TO THE BEST OF MY <br />KNOWLEDGE THAT THESE DRAWINGS <br />OMPLY WITH ALL RELEVANT BUILDING <br />PERMIT <br />% U L I L L11L,_ - - <br />��c sF ••.O ' <br />_ .25 25 <br />' STATE OF <br />O� R P • <br />FPROJECt\UMBER <br />19020 <br />ISSUE <br />DATE <br />6/21 /2019 <br />REVISIONS <br />INOI DATE I NOTES <br />SHEET NAME <br />FOUNDATION DETAILS <br />w <br />COLUMN FOOTING SCHNDULB <br />DOOM? HEAD DETAIL. <br />SHEET NUMBER <br />SA.1 <br />