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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />— <br />R v <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br /><�< _ <br />S <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />!�••� <br />.' v <br />pG <br />$" <br />aU <br />:I.1v. 7� <br />GARAGE DOOR <br />• <br />RECESS <br />9� <br />oN a <br />FM <br />•, <br />O w 8" CMU WALL <br />>o f <br />8" CMU WALL <br />! CORNER BARS, SAME SIZE AS LARGER BAR <br />I IN FOUNDATION WITH 3a' LEG EACH <br />m h <br />d• <br />'- <br />° TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ..s SO THAT THE STEEL REINF. IS CONTINUOUS <br />s. <br />TOP OF SLAB <br />/�'—'^r"� <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I •I.° <br />CURB FOR <br />SEE SLAB SCHEDULE <br />1I. BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB < .• q" CHAMFER (1STORY) <br />• ILfj <br />V 1 5 <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />g <br />•'v I . CONTINUOUS STEEL MONOLITHIC <br />• FOOTING REINFORCEMENT SEE SCHEDULE <br />�, MASONRY <br />UNITS SET <br />•:p. AT ELEV: <br />W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18" <br />EXT. PORCH SLAB I� � �� <br />W/ 1/2" ISOLATION <br />4" CHAMFER (15TORV) <br />0'-a' <br />JOINT (WHERE • '. • #4 24" <br />APPLICABLE) i sEE scnEDUI-E #5 3a' <br />l°' <br />JOINT(WHERE : •! • <br />APPLICABLE ?. <br />) <br />6" CHAMFER (2-STORY) <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />5 FOR W.D, BAR SIZE <br />#6 36' <br />i <br />FOR MD. BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />1• AND BAR QUANTTY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />SCALE:3/4"=r'-0` <br />CORNER BARS DETAIL <br />DOOR OPENING <br />BQALE:34'=1-a' <br />@ GARAGE <br />3 <br />SCALE: 3/4"=7'-a' <br />SCALE: 3/4"=7'-0" <br />(1) #5 REBAR VERTICALLY W/GONG. <br />w POURED CELL <br />LAP TOP PLATE A MIN. OF 48JfSEE <br />8" CMU <br />AND NAIL W/ 16d COMMONVERIFY <br />0 <br />NAILS, 2-ROWS, 4" BTM. HEIGHT <br />S, <br />5 #4 REBAR �24" O.C. @ CENTER OF <br />LAP OCCUR OVER STUDOF WALL W/PLAN <br />OVER <br />SLAB <br />2x4 OR 2x6 WOOD BEARINGPROVIDE BLOCKING <br />O 2 <br />WALL W/SYP <br />a O � 5' <br />2" CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />PLATE TO SLAB W/ <br />CURE ST.WEDGE <br />D I � <br />GALVANIZED PIPE <br />W/FLANGE @ BASE <br />gg SECURED W/2-PART <br />MIN. EMBED <br />SPACING. SINGLE BTM. PLA"x9" WEDGE ANCHOR W/7' <br />TOO BE PT. PROVIDE DBL. TOASHER <br />— <br />5 I @P UNO <br />a <br />SET IN HIGH STRENGTH <br />i 5 FOLLOW ALL MANF. <br />OXY 5-1/2" EMBED. MIN. @ 1@' OC <br />SIMPSON 8PH4 OR SPH6X. <br />e° <br />r, <br />SIP <br />A PLATE <br />4" CONC., REINF. W/ <br />SECURE FLANGE TO <br />USE AND <br />I PREPARATION OF <br />ANCHORS WBTM <br />P Otl 12" <br />'p 8"x8" #10 WWM ON <br />SLAB W/(4) 1/4" X 2 1/4" <br />D 4' 4" HOLE. <br />COMMON NAILS FILLALL <br />-MIL POLY ETHYLENE <br />TAPCONSVAPOR <br />HOLES, DO NOT USE 10d <br />BARRIER ONx <br />3' SLAB SCHEDULE <br />WELL-COMPACTED� <br />lJ .• CLEAN FILL TERMITE <br />Q <br />a_0'{p <br />TREATMENT SHALL BE <br />BORA-CARE <br />, P <br />TOP <br />OF SLAB .. <br />• �' <br />CHAMFER (1STCRY) <br />CONT. #4 REBAR <br />6CHAMFER (2STORY)(2) <br />(2)#5 REBAR ON CHAIRS <br />=AND <br />72'MIN. DEPTH INTO 2,000 PSF VIRGIN SOILOR 95%12E <br />SEE LE <br />VIRGIN OR ENGINEERED SOIL COMPACTEDSOIL <br />H� <br />BOLLARD <br />ADDING BAR TO <br />TT' <br />SLAB HEIGHT LESS THAN 3S" P6RP. <br />EXTERIOR MONO DEEP <br />5 <br />SCALE: 3/q'=r-a' <br />MONOLITHIC FOUNDATION <br />6 scnLE:34"=1'-a' <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 scALE:34"=r-a' <br />(W/UPLIFT) <br />FOOTING W/ BLOCK WALL <br />1 A _ <br />SCALE: 3!4"=1'-a' <br />LAP TOP PLATE A MIN. OF 4@' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4'O/C BTM, VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' CBTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />4r <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />s <br />BTM. PLATE TO BE PT, <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />SLAB W/10d MASONRY <br />12" O/C STAGGERED. <br />O <br />NAIL 12" O/C STAGGERED. <br />ADOITIONALMETAL <br />10 h <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />POURED LINTEL CONT. TYP.) <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />i -a <br />;, <br />�Cp. 8" CMU FILLED CELL(TYP.) <br />le TOP OF SLAB <br />. • ^_^ <br />1. SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />• <br />i SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON SIM BOLTS S" <br />[SEE <br />+-a <br />+ <br />e <br />MINIMUM EMBEDMENTINTO <br />TOP OF SLAB.: <br />O TOP OF SLAB'4 <br />• <br />E "ISOLATEDCOLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />a • <br />- <br />CENTERED UNDER WALLAND <br />16" O.C. VERTICALLY MAX <br />�`�' <br />a <br />POURED MONOLITHICALLY WITH <br />• ° <br />°•� <br />T _ �- FOUNDATION AND SLAB <br />3EE SCHEDULE <br />A . <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />° <br />FOR W.D, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />EQ. EQ. SEE SCHEWLE <br />FOR W.D, BAR SIZE <br />COMBINED EXTERIOR MONO- <br />V <br />INTERIOR FRAME BRIG WALL TO <br />AND BAR QUANTITY <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />(DILNT�ERIOR <br />10 SCALE:34"=1'-a' <br />11 <br />8 <br />ALE3/4•'=1-0' <br />(NO UPLIFT) <br />SCALE:34"=1'-a' <br />SCALE: 3/4"=r-a' (NO UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.com <br />AA #: 0003325 <br />p� <br />U <br />y-.� <br />R6 <br />LC� <br />�i• <br />O <br />suably at MT: <br />ABBOTT PARK <br />LOT #33 <br />BLK. #7 <br />PROJMCTp <br />04181.000-33071 <br />MODZI. <br />4EBB <br />"1828-CALI" <br />GAItAG3 SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. <br />