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TIESARVEE RTICAL REBAR <br />TO HORIZONTAL <br />RHOOK <br />GROUTED BON. BEAM <br />VARIES PER ELEV. <br />Z ° <br />L <br />7 i< <br />a <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />n ( TIE`ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />BAR SIMI 48 BAR DIA <br />Z #P3 19, <br />i > #4 24• <br />OU N5 w <br />#6 W, <br />#7 4T <br />HORIZONTALNERTICAL <br />(D - REINFORCING <br />SCALE: 3/4"=1'-0'• <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />¢EL t SPACING REQUIREMENTS <br />Oo V <br />� J <br />ro Z 6' CMU WALL <br />M +_ cr 6 a <br />TOP OF SLAB - - q - TOP OF SLAB <br />SEE SLAB SCHEDULE W <br />BAR SIZE 48 BAR DIA > <br />EXT. PORCH SLAB ,V CHAMFER (1STORY) O ° <br />W/ 10 ISOLATION 6" CHAMFER (2STORY) #3 ,8' U v ° <br />JOINT (MERE #4 24" <br />APPLICABLE) Z MATCH STEEL #5 30' <br />REINFORCEMENT <br />6" PVC CHASE PER SCHEDULE 36" 6'• PVC CHASE THRU FOOTING <br />THRU FOOTING #7 4T <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4 =,•-0'• <br />#5 BARS <br />E ;b <br />mill. <br />•• b <br />b <br />CMU UNIT DIMENSIONS <br />m ARE NOMINAL SIZES <br />vne <br />MASONRY SYMBOLS <br />`+ � SCALE: 3/4'=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWDOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA lk 0003325 <br />4 <br />C <br />sysDiv ac LOT: <br />SILVERADO <br />LOT 24 <br />BLK 18 <br />PROJECT# <br />04128.002 24181 <br />MODEL: <br />4EBB <br />"1828-CALL" <br />GARAGE 81IFUM: <br />RIGHT <br />PAO= <br />DETAILS <br />150 MPH EXP. B <br />DPRINT 04/06/20 <br />SCALE: <br />SHEET <br />S1.2A <br />