Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />-GROUTED BOND BEAM <br />f a <br />N <br />• i ea. <br />O CLEAN OUT REQUIRED <br />w FOR INSPECTION <br />¢1 <br />e a� <br />FIN. FL!- <br />•' <br />TA0'-0" <br />ElREBAR <br />TO HORIZONTAL <br />- <br />REBAR W/ I HOOK <br />BAR SIZE 48 BAR DIA. <br />�-- <br />Z W <br />#3 <br />18" <br />> <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />EXT, PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CL <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />mW <br />J <br />O rn <br />Z <br />8" CMU WALL <br />0 <br />SEE SLAB SCHEDULE Z w <br />BAR SIZE 48 BAR DIA. <br />4"CHAMFER (iSTORY) <br />/ 6" CHAMFER (2STORY) #3 18" <br />• #4 24" <br />Z MATCH STEEL #5 30" <br />i REINFORCEMENT #6 36" <br />PER SCHEDULE <br />#7 42" <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />M. <br />a <br />■ 4 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />)r. 3 SCALE: 3/4"=1'-9' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abd•signgroup.com <br />AA 8: 0003325 <br />F <br />4 <br />4 <br />O <br />iKKs <br />6 <br /><o <br />StMDIV. AC LOT•. <br />ABBOTT PARK <br />LOT #17 <br />BLK #15 <br />PROJECT/# <br />04181.000-17151 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />