Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />Z <br />STEEL REINFORCING IN GROUTED <br />z STEEL REINFORCING IN GROUTED <br />v <br />��• <br />.-. <br />CELL SEE PLAN FOR SIZE AND <br />< p; CELL SEE PLAN FOR SIZE AND <br />Q <br />SPACING REQUIREMENTS <br />O SPACING REQUIREMENTS <br />O <br />0.' <br />C <br />¢�Q <br />m W <br />�as �}t---� T� ° .• <br />GARAGE DOOR <br />RECESS <br />�� <br />-I .�� FM <br />8" CMU WALL <br />O 8"CMU WALL <br />! . CORNER BARS, SAME SIZE AS BAR <br />W Ill <br />8' <br />O <br />€+ <br />, �. IN FOUNDATION WITH 39' LEG EACH <br />1y� L= <br />N <br />cTi <br />TOP OF SLAB <br />I AS <br />TOP OF SLAB <br />SOT A ALL CHANGES IN DIRECTIONS <br />I ., SO THAT THE STEEL REINF. IS CONTINUOUS <br />(!1 <br />PORCH SLAB <br />•VANOD <br />SEE SLABSCHEDULE <br />BAR SIZE 48 BAR DIA <br />-� e <br />- VAR11 S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />• MATCH AMOUNT OF CONTINUOUS BARS <br />a <br />I I•�.• I� CONTINUOUS STEEL MONOLITHIC <br />" �;p, <br />CURB FOR <br />MASONRY <br />UNITS SET <br />EXT. <br />W/,/2" ISOLATION <br />CHAMFER (1STORY) <br />CHAMFER (2-STORY) #3 <br />1g' <br />EXT. PORCH SLAB <br />W/ 1lT ISOLATION <br />" CHAMFER (1-STORY) <br />S.CHAMFER <br />UAND <br />�' FOOTING REINFORCEMENT SEE SCHEDULE <br />AT ELEV: <br />pip <br />JOINT (WHERE <br />APPLICABLE) <br />zE <br />pq <br />SCHEDULE 05 <br />pq• <br />3d' <br />JOINT (WHERE <br />APPLICABLE) <br />(2-STORY) <br />E SCHEDULE <br />Z <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />fWXD, <br />°(vBAR <br />BAR SIZE <br />p#8 <br />WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />QUANTITY <br />41I <br />BAR QUANTITY <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />U2,\EXTERIOR <br />@ GARAGE SCALE:34'=T-d <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />6CALE: 3/4"=1'-d' <br />SCALE: 31,CmV-d' <br />W <br />ij a <br />> N I NEW REINF. BAR <br />O aIr SECURED W/ 2- PART <br />g <br />2"CAPPED <br />CL I EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />g 8", UNO <br />W/FLANGE ® BASE <br />Q a FOLLOW ALL MANE. <br />Q I SPECIFICATIONS FOR <br />m USE AND <br />PREPARATIONOF <br />HOLE. <br />SECURE FLANGE TO <br />W Ir <br />SLAB W/(4),/4•' X 21/4" <br />TAPCONS <br />. QQ <br />P <br />4" CHAMFER (1STORY) <br />S' CHAMFER (2-STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />� <br />6 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z_ <br />O} <br />�C <br />�0 <br />�a <br />W <br />p 6' CMU WALL <br />TOP OF SLAB <br />Z .I�• SEE SLAB SCHEDULE <br />"ISOLATED" COLUMN PAD <br />io <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />• — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 <br />SCALE: <br />1441 N. RONALD REAGAN 8l <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />