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DOOR SILL <br />A <br />0 <br />N C B D C <br />��� <br />s <br />p® <br />FOUNDATION DETAIL EXTERIOR 8" CMU <br />F S M 1 <br />FS M 3 SCALE: 3/4" <br />1'-0" <br />F M 03 <br />M 03 <br />FS05 <br />SCALE: 3/4" = 1'-0" <br />= <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" =1'-0" <br />SCALE: 3/4" = 1'-0" <br />THIS DOCUMENT AND/OR THE DESIGN <br />CONCEPTS EXPRESSED HEREIN ARE THE <br />PROPERTY OF KEESEE ASSOCIATES AND <br />ALL RIGHTS OF OWNERSHIP, INCLUDING <br />#5 CONT. @ <br />COPYRIGHT OF INTELLECTUAL PROPERTY, <br />SLAB LEVEL <br />FILLED CELL <br />ARE RESERVED THE REPRODUCTIONS, <br />SPACING AND <br />COPYING, OR USE OF THIS DOCUMENT <br />4" <br />REQ'D FOOTING <br />AND/OR THE DESIGN CONCEPT WITHOUT <br />%ASSOCIATES <br />SIZE, SEE FS/D1 <br />THE WRITTEN CONSENT OF KEESEE <br />IS STRICTLY PROHIBITED AND <br />2x BRG. WALL SEE PLAN <br />is <br />STONE <br />PAVERS OVER SLAB OR <br />CONCRETE SLAB CONC. SLAB PER PLAN <br />z <br />ALTERNATE: THE REINF. BARS SHALL BE <br />CONTINUOUS AROUND CORNER BY COLD <br />PROTECTED BY UNITED STATES AND <br />INTERNATIONAL LAW. <br />FOR MORE INFORMATION <br />_ VENEER w Q <br />g <br />a <br />BENDING THE BAR WITH MIN. BAR LAP OF 25" <br />Y8" SAWCUT x Y4 SLAB <br />SLAB REINF, SEE PLAN <br />SEE ARCH. a <br />Lu <br />SLAB REINF, SEE PLAN <br />WHERE <br />,�r�� <br />F.F.E. <br />* <br />GRADE <br />_ = <br />Z <br />GRADE <br />F.F.E. <br />STHICKNESS HOWN ON <br />SLAB REINF, SEE PLAN FOUNDATION PLAN <br />`�<<�<<P«LEV�k <br />` �� E N • ' �' . <br />� ui <br />.•�\C' Sic'•. S e <br />iv <br />SEE STEM WALL <br />- z <br />CV — <br />_ <br />iv - <br />r- <br />:• <br />No Pr73750 : _ Y LO <br />00 <br />•. * r o 0 <br />• <br />SCHEDULE FOR <br />F.C. SPACING <br />SEE FOUNDATION <br />PLAN; <br />` . <br />I.. <br />#5 CONT. REINF. <br />w z <br />�` ww <br />w <br />4" 16" 4" (2)#5 REBAR <br />AND REQ,D <br />FOOTING SIZE <br />'0 <br />FOR FOOTING SIZE & <br />REINFOCEMENT INFO <br />�, <br />SEE FOUNDATION` <br />I PLAN FOR <br />g <br />a <br />,ATE ^ F o w <br />;? 0 <br />,� •,-�^ . P •' ��; 0 <br />< <br />2 STORY: 20" x 20" <br />• • <br />• • <br />8 <br />4" <br />—�-- QUANTITY <br />,�` - r �� C0 <br />�`�' o 0 <br />� ° <br />b" <br />#5x25"x25" CORNER <br />BAR ONE EACH HORIZ. <br />REBAR, TYP. U.N.O. <br />INTERIOR BEARING WALL <br />SECTION PORCH <br />EXTERIOR BEARING <br />PORCH <br />STEP DOWN <br />NON -BEARING <br />TYP CORNER BAR DETAIL <br />CONTROL JOINT <br />F M 10 <br />FS <br />11 <br />F M 12 <br />Q <br />F M 1 J <br />F M 20 <br />FS21 <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />W <br />w <br />— VERIFY w/ ARCH. <br />e VARIES SEE ARCH <br />PLANS STEP <br />DIMENSIONS <br />STONE <br />• s VENEER <br />SEE ARCH. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />CONNECTION INFO. <br />#5 AT 12" O.C. EACH <br />PAVERS OVER SLAB OR <br />SEE PLAN <br />WAY, MIN. 25" LAP <br />SPLICE, TYP. <br />a CONC. SLAB PER PLAN <br />U <br />IT SLAB @ ° ° a ® <br />PORCH a <br />a <br />— CONC. STAIR - SEE <br />° <br />ARCH. SPECIFICATIONS <br />a <br />TOP OF SLAB EL. <br />FOR TREAD AND RISER <br />DIMENSIONS <br />- <br />- <br />, • - - <br />°' <br />TOP OF SLAB EL. <br />- <br />s <br />- <br />: <br />CMU BLOCK COLUMN <br />a <br />- <br />a ® <br />GRADE <br />d ° <br />= <br />CMU BLOCK COLUMN - - <br />; <br />a _ _ <br />- - <br />> <br />_ 12" x 12" SHOWN w/ <br />(4) #5 VERT. BARS <br />0 <br />12" x 12" SHOWN w/ - <br />- <br />_ <br />MIN. SEE FLOOR <br />SEE OTHER - <br />(4) #5 VERT. BARS <br />MIN. SEE FLOOR <br />_ ; ' •' - - - <br />_ - - <br />- a ' <br />- _ PLAN FOR CORRECT <br />- <br />00 w <br />SECTIONS FOR ® <br />- ao <br />- <br />SIZE <br />FDN. SIZE AND <br />REINF. #5 AT 48" <br />- <br />PLAN FOR CORRECT <br />SIZE _ <br />s*• <br />O. C. a 12" <br />- <br />° <br />a® ® � <br />#5 CONT <br />CMU BLOCK COLUMN- <br />8" x 8" SHOWN w/ (2) <br />SEE PLAN <br />• <br />- <br />Q <br />(2) <br />#5 VERT. BARS MIN. <br />SEE FLOOR PLAN <br />JL <br />AdkSEE PLAN <br />FOR CORRECT SIZE <br />FOR • <br />• • = + <br />I <br />A/C CHASE 4" PVC - <br />SLEEVE THRU <br />J <br />STEM WALL <br />- - -, ao <br />SEE FOUNDATION PLAN <br />FI ISH GRADE <br />v <br />FOR FOOTING SIZE & <br />SEE FOUNDATION PLAN <br />- _ = <br />a <br />REINFOCEMENT INFO <br />FOR FOOTING SIZE & <br />- - <br />E <br />REINFOCEMENT INFO <br />- - - <br />- - -_ - _ - - - - <br />z <br />SECTION AT PORCH STAIRS <br />CMU <br />COLUMN W/ PAVERS OR SLAB <br />CMU COLUMN <br />W/ WOOD COL. <br />- - <br />a <br />FS22 <br />FS31 <br />S31 <br />SCALE: 3/4"=1'-0" <br />SCALE: <br />3/4"=1'-0" <br />SCALE: 3/4"=1'-0° <br />SHEET INFORMATION <br />12" BELOW <br />DATE: 10 / 15 / 2021 <br />SLEEVE • • GRADE <br />THRU STEM <br />DRAWN BY: NJ <br />PROJECT N0: 21-6096 <br />#5 CONT. @ <br />PROVIDE RECESS SLAB <br />FOR DOOR AS REQ'D. <br />SEE PLAN FOR <br />REVIEWED BY: SL <br />SLAB LEVEL <br />CONC. SLAB PER PLAN <br />z } <br />g IL <br />VERIFY RECESS DEPTH & <br />2x BRG. WALL SEE PLAN <br />FOR MORE INFORMATION <br />FOUND. INFO <br />Plan Revisions Date: <br />4�� <br />8" <br />a a - w <br />w w <br />�- w Z <br />WIDTH w/ MANUF. SPEC'S <br />#5 CONTINUOUS <br />TOP 2-#5's x48" <br />CENTERED @ PIPE <br />TOP 2-#5's x48" <br />1 <br />DOOR AT BACK LANAI <br />2 <br />CONCRETE COLUMN <br />FIN. FLR. <br />SEE PLAN FOR STEP AT SLAB LEVEL <br />PENETRATION PVC OR SCH40 SLEEVE CENTERED @ PIPE PVC OR SCH40 SLEEVE <br />k <br />-�-;J:(4)#5VERT. <br />Conc. fc = 4,000 PSI <br />Rebar fy = 60, 000 PSI <br />#s TIES @ <br />OWE SLAB <br />- <br />LOWER SLAB <br />PLUMBING LINE <br />PENETRATION <br />PLUMBING LINE <br />3 <br />5 <br />- -8" <br />O.C. <br />- - <br />• + <br />- <br />1 1/2" <br />CL . REINF. BARS <br />: ' <br />6 <br />- - <br />(TYP.) <br />#5 CONTINUOUS <br />_ <br />8 <br />SEE STEM WALL <br />SCHEDULE FOR <br />F.C. SPACING <br />• SEE SHEET SO FOR TYPICAL STRUCTURAL <br />NOTES FOR ALL BEAMS <br />• ALL COLUMN CONC. F'c= 3000 PSI MIN. <br />• GRADE 60 FOR ALL STEEL EXCLUDING <br />PAVERS T SLAB LEVEL <br />© / <br />FILLED CELL SPACING <br />AND REQ'D FOOTING SIZE, <br />SEE FS/D1 <br />FILLED CELL SPACING <br />AND REQ'D FOOTING SIZE, <br />SEE FS/D1 <br />p <br />- <br />• • <br />Sheet Name <br />AND REQ,D <br />STIRRUPS WHICH ARE GRADE 40 <br />• • <br />Ea FOOTING SIZE <br />SEE DETAIL RC04 FOR MORE INFORMATION <br />BARS IN 2 LAYERS SHALL HAVE 1" CLEAR <br />- <br />p <br />FOR SIZE &REINF. <br />FOR SIZE &REINF. <br />O U N DAT I O N <br />• <br />BETWEEN LAYERS <br />• <br />• ALL CONCRETE BEAMS & COLUMNS TO BE <br />MECHANICALLY VIBRATED <br />1w, <br />DETAILS <br />b" <br />CONCRETE COL. TYP. <br />� <br />(STEM) <br />CC1 <br />FOUNDATION <br />PENETRATIONS, TYPICAL <br />SCALE:3/4"=1'_0" <br />INT. BRIG. STEP DOWN <br />FS23 SCALE: N.T.S. <br />Sheet No. <br />EXT. DOOR SILL <br />EXTERIOR BEARING RECESS <br />FS08 SCALE: 3/4"=1'-0" <br />S0C� 5 <br />FS 1 O SCALE: 3/4" = 1'-0" <br />D 1 <br />SCALE: 3/4" = 1'-0" <br />