Laserfiche WebLink
3a' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTEDSTEEL <br />REINFORCING IN GROUTEDCELL <br />SEE PLAN FOR SIZE AND <br />4 dCELL SEE PLAN FOR SIZE ANDa O <br />REQUIREMENTS <br />SPACING REQUIREMENTS <br />}SPACING <br />FL <br />DOOR <br />W <br />aoU <br />"GARAGE <br />. <br />W <br />RECESS <br />U <br />a <br />_FM <br />(A <br />• <br />B"CMU WALL <br />O to8" CMU WALL <br />I _, 1 CORNER BARS, SAME SIZE AS BAR <br />W W <br />e" <br />O <br />o <br />• .I IN FOUNDATION WITH 30" LEG EACH <br />W U <br />TOP OF SLAB <br />0'-0' <br />TOP OF SLAB <br />fl WAY AT ALL CHANGES IN DIRECTIONS <br />I .., SO THAT THE STEEL REINF_ IS CONTINUOUS <br />U) to <br />" <br />z <br />_ • <br />MATCH AMOUNT OF CONTINUOUS BARS <br />( • "I' <br />CURB FOR <br />•m <br />EXT. FOR SLAB' <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />CHAMFER (1STORY) <br />#3 181, <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />"� <br />EXT. PORCH SLAB <br />CHAMFER(1STORY)W/ <br />rAND <br />I _ILL <br />CONTINUOUS STEEL MONOLITHIC <br />_ FOOTING REINFORCEMENT SEE SCHEDULE <br />Z=p" <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/i/2'ISOLATION <br />(V .LAT, <br />CHAMFER (2-STORY) <br />#4 <br />24" <br />1/2" ISOLATION <br />lCHAMFER (2-STORY)APPLICABLE) <br />0 0JOINT <br />ZE <br />SCHEDULE <br />30 <br />JOINT (WHERE <br />APPLICABLE) <br />•' 'i SCHEDULE#5 <br />Z 4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />xD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />cBAR <br />QUANTITY <br />AR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />47' <br />v <br />EXTERIOR MONO -FOOTING <br />(-,EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=1'-0" <br />L SCALE:3/4"=,'-0•• <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />3 <br />4 <br />SCALE: <br />W <br />w <br />I <br />j U) NEW REINF. BAR <br />O R SECURED W/ 2- PART <br />g <br />7CAPPED <br />a I EPDXY. IN. EMBED <br />GALVANIZED PIPE <br />Q 8", UNO <br />W/FLANGE @ BASE <br />Q FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />U) a <br />a0 USE AND <br />I 4„ PREPARATION OF <br />SECURE FLANGE TO <br />W HOLE. <br />J <br />SLAB W/(4)1/4" X 2 1/4" <br />o O }• <br />TAPCONS <br />.P <br />4" CHAMFER(1STORY) <br />6• CHAMFER (2-STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />G <br />V <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />oa. <br />m W <br />Y J <br />a <br />Q 8" CMU WALL <br />Z 0' <br />- TOP OF SLAB <br />I" <br />SEE SLAB SCHEDULE <br />i <br />Z <br />- <br />g <br />= .ISOLATED" COLUMN PAD <br />—�� CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />• . -- — - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />s / FOR WxD, BAR SIZE <br />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />1 V <br />- <br />SCALE: <br />11 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.eom <br />AA #: 0003325 <br />V <br />4 <br />O� <br />U <br />w <br />0 <br />U <br />y <br />W <br />O <br />Fe <br />C <br />S <br />BXMDIV. ae LAT <br />SILVERADO <br />LOT #8 <br />BLK. #12 <br />PROJECT# <br />04128.002-08121 <br />MODEL- <br />4EBB <br />"1828-CALI" <br />GARAGE 8111IING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />• , c <br />DART E: 10/28/18 <br />9CAL,E: 1/4"=f-0" <br />SKEET <br />S1.1A <br />