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I <br />COLUMN AND FTG. <br />I <br />SEE FOUNDATION COAT STEEL W/ ASPHALTIC <br />WALL AND FTG. COLUMN AND FOOTING PLAN TYPETCOL SIZE <br />VT REBAR IN CMU CELL FILLED i I COATING BELOW GRADE (TYP.) <br />W/ 3000psi CONC. AS REWD. HORIZONTAL JOINT REINFORCEMENT AT 16' SEE COL SECTIONS AND <br />IN PLANS OR STRUCT. NOTES O.C. AS PER STRUCTURAL NOTES AND PLANS FOR COL TYPE, SIZE <br />DETAIL 7 S-21 TYP.. U.O.N. AND REINF. <br />;w .E'. ffi 3' MIN. CONC. COVER FOR <br />SEE PLAN AND FTG. BASE PLATE & COL BELOW <br />SCHEDULE FOR SIZE, <br />r DOWELS TO MATCH VT. i I GRADE <br />DOWELS TO MATCH VT. DEPTH AND REINF. � as <br />REINF. SIZE AND QTY. FUTURE INTERIOR SLAB BY <br />RE b. IN FTGS. ° REINF. SIZE AND QTY. (TYP.) BASE PLATE AND ANCHOR <br />(TYP-) OTHERS Q LAP WWF 30*BOLT SEE FTG. SCHEDULE <br />el <br />v■ <br />a I 4 <br />------------------ --- - „ i----------- <br />I <br />v� �-- ----- -- U fits ma Mom-=C =° X X x----------- I I . <br />$ :rl j 2E o ; —J L----------- <br />I L------------ ---- �I'�{ °a 2 C ��; �� Z <br />I a U �11C <br />f9 ` 1�9d p e O <br />SEE PLAN AND FTG. `` ! 1 :I 2 TIES .g: 17�" NON-SHRINK <br />a�': I j <br />SCHEDULE FOR SIZE, DEPTH <br />r'I O 3000 PSI GROUT <br />AND REINF. REQ'D. IN FTGS <br />6' HOOK INTO FOOTING— 1 ; �a;,' a- > ' gg E� SEE PLAN AND FTG. SCHEDU FOR SEE PLAN AND FTG.23 °.. c SCHEDULE FOR SIZE DEPTH �. <br />�SIZE DEPTH AND REINF. REQ D. > � <br />AND REINF. REQ'D. IN FTGS. <br />3'CLR. 30CLR. 30CLR. <br />SIZE COV. (TYP.) SIZE COV. (TYP.) 00 SIZE COV. (TYP.) <br />TYPICAL DETAILS TYPE I FOOTING TYPICAL DETAILS TYPE II FOOTING TYPICAL DETAILS TYPE III FOOTING TYPE "IV" FOOTING DETAIL <br />3/4"=1'-0" 2 3/4"=1'-O" 3 3/4"=1'-0" 3/4"=1'-0" <br />RE: S-1.1 RE: S-1.1 RE: S-1.1 4 RE: S-1.1 <br />CONT. <br />c INSERT <br />M <br />BAR DIA. <br />TYP. TYP. F <br />(2)#5x5'-O' CORNER EA. SI[ <br />BARS 30" IN EACH <br />WAY. <br />TYPICAL AT INTERSECTIONS <br />NOTE: FOR BEAM CORNERS AT <br />ENDS OF WALLS (FOR EXAMPLE IN <br />THE VERTICAL PLANE) HOOK <br />BEAM REINF. DOWN INTO CONC. <br />COL OR FILLED CELLS IN SIMILAR <br />MANNER AS IN HORIZONTAL <br />PLANE <br />a <br />a <br />Q <br />4 <br />LINTEL BEAM <br />I" CORNER BARS 30' <br />IAY. <br />5 TYP. WALL INTERSECTION DETAIL <br />3/4"=1'-O" <br />RE: S-1.1 <br />8"xW POUR IN PLACE SILT. <br />W/ (1) #5 CONT. <br />EXPANSION JOINT <br />FUTURE. INTERIOR SLAB BY <br />OTHERS <br />NEW EXTERIOR SLAB <br />BY OTHERS <br />k 4-F ---- ------------ <br />a <br />L-- <br />SEE PLAN AND FTG. SCHEDULE-\ <br />FOR SIZE, DEPTH AND REINF. <br />REQ'D. IN FIGS. <br />8' HOOK INTO FOOTING — <br />WITHOUT INTERIOR SLAB <br />9 SLAB DETAIL AT DOORS <br />3/4"=1'-0" <br />RE: S-1.1 <br />CONT. BACKER ROD AND <br />SEALANT BOTH SIDES - <br />3/8' JOINT TYP. <br />CONTROL BLOCK UNIT <br />NOTE: <br />1) "MCJ."=MASONRY CONTROL JOINT <br />2) PROVIDE A DUMMY JOINT AT TIE BEAMS IN LINE W/ MCJ. <br />6 M.C.J. DETAIL <br />3/4"=1'-0" <br />RE: S-1.1 <br />49" OR 29C SEE ARCH. DWGS. <br />WALL AND FTG. <br />I <br />3000 PSI CONCRETE WALL <br />W/ f4 AT 12 HORIZ AND <br />14 AT 16- O.C. VERTICAL <br />ADJACENT GRADE OF I f FUTURE INTERIOR SLAB BY <br />EXTERIOR SIDEWALK SEE OTHERS <br />CIVIL DWGS. <br />I <br />,>. 7, <br />a r• I <br />.> <br />I. , I I <br />-----------------�&4. I "�------------ �-- <br />I <br />a <br />.� <br />c <br />3'CLR <br />SIZE <br />COV. (TYP.) <br />10 PEDESTAL SUPPORT DETAIL - TYP. <br />3/4"=1'-O" <br />RE: S-1.1 <br />8' CMU, W/ HORIZONTAL JOINT <br />NF.(TYP.) LADDER OR TRUSS TYPE., <br />S-O.L (TRUSS TYPE SHOWN FOR <br />4PHICAL PURPOSES ONLY.) <br />6' MIN SPLICE <br />D CELL:- SEE PLANS <br />PREFAB CORNER OR OVERLAP & TIE <br />7 JOINT REINF. AT CORNERS <br />7 TYP. HORIZONTAL REINF. <br />3/4"=1'-0" <br />RE: S-1.1 <br />T <br />afion <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 NW 30th Ave. Suite 303 <br />Miami Lakes, Fl. 33016 <br />T, 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect.com <br />www.dtiarchitect.com <br />���� P,M Hr MA r51 ,!#* <br />��i go* G E N S'aa�F,'��i <br />?* J No. 54831 * : <br />70 W <br />STATE 0 <br />o <br />Revisions: <br />TYP. FILL CELL W/ (1) 06 a <br />EXTEND HORIZ. CMU JT REINF. EA. SIDE OF STEP <br />6" INTO P.I.P. CONC. COL. & <br />BEND DOWN (TYP. P.I.P. CONC. II O M <br />COL) CONTINUE CMU HORIZ. JT <br />REINF. THRU MASONRY COLUMNS <br />0 <br />li II •• J <br />I II <br />co '' W N <br />o W <br />HORIZ. JT. REINF. AT ; • �I J p <br />16" O.C. FOR RUNNING BOND W O W d <br />SIZE AND NUMBER TO 1 3 Z N <br />MATCH CONT. FTG. REINF. 1 MATCH 0 <br />FOOTING <br />DEPTH <br />2'-0" MIN Y-0" <br />1 MAX. FOOTING STEP = 2'-O" <br />SEE FOUNDATION PLAN FOR <br />LOCATIONS <br />8 STEP FOOTING DETAIL <br />3/4"=1'-0" <br />RE: S-1.1 <br />BOWEN ENGINEERING <br />CORPORATION <br />1528 VASSAR STREET <br />ORLANDO, FL 32804 <br />EB 5023 <br />BEC PROJECT No. 2022.050 <br />U <br />W <br />0 <br />a <br />Job Number: <br />22008.01 <br />File name: <br />Issued Date: <br />07-25-22 <br />Drawn by: <br />G K <br />Checked by: <br />WM <br />I I SHEET NAME 11 <br />FOUNDATION <br />DETAILS <br />SHEET NUMBER <br />S-2.1 <br />