Laserfiche WebLink
30" <br />MIN. EACH WAY <br />L <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />z <br />I <br />STEEL REINFORCING IN GROUTED <br />— <br />^' <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />CELL SEE PLAN FOR SIZE AND <br />° <br />'cea <br />SPACING REQUIREMENTS <br />O <br />ul <br />SPACING REQUIREMENTS <br />v_ <br />.. . <br />1 1 <br />DOOR <br />RECESS <br />U <br />It J. <br />a <br />rn <br />:.I �.-�FM—.' <br />I <br />11 <br />W <br />Ix to <br />Z <br />8" CMU WALL <br />O <br />e' CMU WALL <br />! CORNER BARS, SAME 91ZE AS BAR <br />W w <br />8. <br />O <br />g <br />b <br />2 <br />m — ^ <br />. 1 IN FOUNDATON WITH 30'LEG EACH <br />uL = <br />, <br />•~ <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ..e 50 THAT THE STEEL REINF, CONTINUOUS <br />W y <br />TOP OF STAB <br />.. <br />Jam.—' <br />• i - <br />SEE SLAB SCHEDULE <br />U <br />MATCH AMOUNT OF CONTINUOUS BARS <br />�k <br />CURB FOR <br />MASONRY <br />E. PORCH SLAB <br />a <br />n <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />#3 1S' <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I•I. <br />' a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'' <br />^ 7;0. <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />, <br />• • <br />8" CHAMFER (2STORY) <br />p4 <br />24" <br />W/ 112" ISOLATION <br />4" CHAMFER 1STORY) <br />It ` , e" CHAMFER (2-STORY) <br />! <br />8•_p <br />APPLICABLE) <br />i <br />SEE SCHEDULE p5 <br />38" <br />JOINT (WHERE <br />APPLICABLE) <br />•' a EE SCHEDULE <br />°, <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />38' <br />? FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 <br />42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GARAGE SCALE. 3/a-1-d <br />U <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ <br />,1 <br />4' <br />SCALE: 3l4"=1'-0' <br />SCALE: <br />o I <br />N NEW REINF. BAR <br />a SECURED W/ 2- PART <br />2" CAPPED <br />If g EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />Q 8", LINO <br />W/FLANGE 0 BASE <br />¢ O FOLLOW ALL MANF. <br />N SPECIFICATIONS FOR <br />9 <br />Q USE AND <br />n <br />PREPARATIONOF <br />HOLE. <br />SECURE FLANGE TO <br />z <br />W <br />J <br />SLAB W/(4) v4" X 2 1W <br />b <br />TAPCONS <br />�'?O <br />4" CHAMFER (1STORY) <br />8" CHAMFER (2-STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />IL <br />o <br />w <br />� J <br />d l7 <br />O B" CMU WALL <br />TOP OF SLAB <br />I' <br />.^�� <br />• SEE SLAB SCHEDULE <br />i <br />Z �. . <br />— <br />'ISOLATED" COLUMN PAD <br />° i CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />„•� FOUNDATION AND SLAB <br />SEE SCHEDULE <br />.'.s <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />0 <br />SCALE: 3/4"=i' (7' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.®bdeslgngroup.com <br />AA W: 0003325 <br />O <br />C <br />4 <br />rL <br />O <br />Ip <br />JiLm <br />ounDiv a. two <br />SILVERADO <br />LOT #24 <br />BLK. #7 <br />P1t0J=Tp <br />0 8 - 4071 <br />xopau <br />4EBB <br />"1828-CALM" <br />GARA02 awn40: <br />LEFT <br />PALM <br />DETAILS <br />150 MPH EXP. B <br />