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3(Y <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />g <br />STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />— <br />L <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />c_ <br />a <br />QQ GGG <br />s <br />GARAGE DOOR <br />� W, <br />m <br />co <br />,,,yyy,,,,��:__ <br />1 �e- �I --�� °s. '_ <br />RECESS <br />a <br />K (n <br />Q <br />I I r..� FM—. <br />° <br />g O <br />o <br />co Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />° CORNER BARS, SAME SIZE AS BAR <br />I <br />W <br />B' <br />O m <br />`p <br />Z <br />>,I IN FOUNDATION WITH 30" LEG EACH <br />W U <br />+- A <br />• <br />� � 8 ' WAY AT ALL CHANGES IN DIRECTIONS <br />fn f/J <br />. <br />- <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I ° L°li <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />W/ ISOLATION <br />a' <br />^ -,, <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />#3 loll <br />I-1 VARIES <br />°� SEE SLAB SCHEDULE TOP OF GARAGE } <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />" o. �` CONTINUOUS STEEL MONOLITHIC <br />I <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />�;p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />1a <br />JOINT (WHERE <br />• <br />♦ <br />5' CHAMFER (2-STORY) <br />#4 <br />24• <br />lr2, <br />W/ 1/2"ISOLATION <br />° fill CHAMFER (2-STORY) <br />.: <br />p•.0• <br />APPLICABLE) Z <br />�2 <br />SEE SCHEDULE <br />' <br />J, <br />WHERE <br />APPLICABLE) <br />_• EESCHEDULE <br />Z a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE AG <br />38' <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />2v <br />AND BAR QUANTITY #7 <br />4Z' <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />r��EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GARAGE SCALE:34"=1'-V' <br />CORNER BARS DETAIL <br />DOOR OPENING_ <br />Z <br />4 <br />SCALE: 314"=T-9' <br />SCALE: 3/4"-11-0" <br />W aW <br />5 N I NEW REINF. BAR <br />O d SECURED W/ 2- PART <br />g <br />7' CAPPED <br />I EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />•� Q 8", LINO <br />J <br />W/FLANGE 0 BASE <br />O FOLLOW ALL MANE. <br />SPECIFICATIONS FOR <br />N Q <br />00 USE AND <br />I <br />Z PREPARATION OF <br />HOLE. <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 21/4" <br />p Off° <br />TAPCONS <br />4 <br />` QQ <br />Q' <br />4" CHAMFE%STORY) <br />8" CHAMFER (2STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />6 <br />_ <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-01' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />o� <br />06 V <br />�a <br />W <br />O 8" CMU WALL <br />z +_ a� <br />° TOP OF SLAB <br />SEE SLAB SCHEDULE <br />Z <br />"ISOLATED" COLUMN PAD <br />a UNDER WALL AND <br />—CENTERED <br />POURED MONOLITHICALLY WITH <br />FE <br />-- —FOUNDATION AND SLAB <br />EDULE <br />BAR SIZE <br />UANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />10 <br />SCALE: 3/41' 1V-0SCALE: 3/4"=r-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-1748078 <br />FAX: 407-774-4078 <br />www.abdealgngroup.com <br />AA X: 0003325 <br />SL78DM Ae LAT: <br />SILVERADO <br />LOT 10 <br />BLK 7 <br />PROJECT# <br />04128.002-10071 <br />MODELa <br />4EBB <br />"1828-CALI" <br />GARAGE SWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />%J50 MPH <br />DATE: <br />DATI ` 01/17 19 <br />SCALE: 1/4"=1'-0" <br />SRMET <br />S1.1A <br />