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39 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL <br />L REINFORCING IN GROUTED <br />� <br />�v v • <br />CELL SEE PLAN FOR SIZE AND <br />a per. <br />CELL SEE PLAN FOR SIZE AND <br />v <br />IL <br />SPACING REQUIREMENTS <br />T- <br />SPACING REQUIREMENTSv— <br />•. <br />E <br />u1C <br />47 <br />�... <br />AGE DOOR <br />RECESS <br />ESS <br />� <br />Ir <br />FM <br />•. <br />ix d) loZ <br />8" CMU WALL <br />O y <br />8" CMU WALL <br />• .1 CORNER BARS, SAME SIZE AS BAR <br />I <br />W W <br />8• <br />0 <br />i+ g <br />� <br />Z <br />� +-d-0" <br />. •I FOUNDATION WITH 30" LEG EACH <br />� � e <br />U= <br />� <br />tTi <br />. <br />• . . <br />+ - d <br />TOP OF SLAB <br />W <br />� WAY AT ALL CHANGES IN DIRECTIONS <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />(A <br />-TOP OF SLAB <br />. <br />< <br />... - <br />- - VA I S <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I • <br />I <br />MASONRY <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE <br />4" CHAMFER (1STORY) <br />#3 <br />48 BAR DIA. <br />18" <br />- <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />Ia <br />o. CONTINUOUS STEEL MONOLITHIC <br />I <br />�-FOOTING REINFORCEMENT SEE SCHEDULE <br />C <br />7L0, <br />UNITS SET <br />AT ELEV: <br />W/ 1/Z' ISOLATION <br />JOINT (WHERE � <br />-,, <br />♦ �. • � <br />6" CHAMFER (2-STORY) <br />#4 24" <br />W/ 1IT ISOLATION II 4" CHAMFER (1STORY) <br />`yr„ _< 8" CHAMFER (2-STORY) <br />• <br />p-ry• <br />APPLICABLE) z <br />SEE SCHEDULE <br />JOINT (WHERE <br />APPLICABLE) <br />• • EE SCHEDULE <br />Z_ 4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WxD, BAR SIZE <br />#6 <br />38 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />it <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), UNO <br />97 <br />42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 @GARAGE SCALE : 3/4"=''-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3/4"=T-0" <br />4 SCALE: 3/4"=T-W <br />W <br />o(L <br />S d) I NEW REINF. BAR <br />O 0_ SECURED Wl 2- PART <br />g <br />2" CAPPED <br />a I EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />¢ B", UNO <br />W/FLANGE 0 BASE <br />O FOLLOW ALL MANE. <br />SPECIFICATIONS FOR <br />Q <br />ai USE AND <br />I <br />MPREPARATION <br />OF <br />SECURE FLANGE TO <br />Z a: HOLE. <br />W <br />J <br />SLAB WI(4)1/4" X 21/4" <br />p Off' <br />TAPCONS <br />4" CHAMFER(1STORY) <br />6" CHAMFER (2-STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />`• <br />SCALE: 3/4"=1'-(Y' <br />SCALE: 3!4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />OO V <br />�R <br />p to 8" CMU WALL <br />- TOP OF SLAB <br />I• <br />SEE SLAB SCHEDULE <br />Z <br />Z <br />- <br />"ISOLATED" COLUMN PAD <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 />1 V <br />SCALE: 314"=l'-d' <br />1441 N, RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.alldesigngroup.eom <br />L AA #: 0003328 <br />StMDM Aa LOT: <br />SILVERADO <br />LOT 63 <br />BLK 6 <br />PROJECT# <br />04128.002-63061 <br />MoDEI1 <br />4EBB <br />"1828-CALL" <br />GARAGE SKIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXR <br />DARTS 03mmol <br />/11/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />