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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />�I•� ° <br />CELL SEE PLAN FOR SIZE AND <br />s <br />CELL SEE PLAN FOR SIZE AND <br />- <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />111 P:'• <br />ddd� <br />�• <br />.. I ' ?r ., r_.. v- <br />GARAGE DOOR <br />RECESS <br />m <br />F FM <br />.� <br />8" CMU WALL <br />8" CMU WALL <br />> CORNER BARS, SAME SIZE AS LARGER BAR <br />H <br />a' <br />+- 0'-0' <br />IN FOUNDATION WITH 30' LEG EACH <br />I $ <br />w <br />+_ 0'-0' <br />I WAY AT ALL CHANGES IN DIRECTIONS <br />° <br />TOP OF SLAB <br />° - TOP Of SLAB <br />' . SO THAT THE STEEL REINF. IS CONTINUOUS <br />° <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I •I�[ <br />CURB FOR <br />° <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4' CHAMFER (1STORY)• <br />,8" <br />- <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />ILL <br />I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�, MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (NMERE' <br />6' CHAMFER (2STORY) <br />#q Y4•• <br />W/ 1YT ISOLATION :•' <br />(15TORV) <br />6" CHAMFER (2-STORY) <br />0'-0" <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />JOINT(WHERE 0. r' <br />APPLICABLE 4. <br />) <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR w.o, BAR SIZE <br />FOR wxo, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />t+ <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LIND <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:3/4"=1' Y' <br />@ GARAGE BCALE 3/4"=ra• <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />m <br />q5 � <br />POURED CELL <br />8" CMU <br />LAP TOP PLATE A MIN. OF 46' <br />_71t <br />°j <br />AND NAIL W/ 16d COMMON <br />#4 REBAR 024" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />B <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />5' <br />I <br />WALL W/ SYP <br />7' CAPPED <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />m SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/ 2" <br />W/FLANGE @ BASE <br />S I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />< 8", LINO <br />PLATE <br />EPDXY 5-1/7' EMBED. MIN. 0 16" OC <br />4 <br />4 <br />m 8 FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />rr <br />( 4" CONC., REINF. W/ <br />n <br />I SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />6NIT' #10 WWM ON <br />USE AND <br />$ <br />ANCHORS W/ 10d x 1 i/T <br />POLY ETHYLENE <br />SECURE FLANGE <br />1 rc PREPARATION OF <br />0 4" 4" <br />COMMON NAILS FILL ALL <br />VAPOR BARRIER ON <br />VAPOR <br />SLAB W/(4) 1/4" X 2 1/4" <br />1 <br />HOLE. <br />HOLES, DO NOT USE 10d w <br />WELL -COMPACTED <br />TAPCONS <br />x 3" SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />o�O} <br />J TREATMENT SHALL BE <br />m <br />SORA-CARE <br />Q <br />¢" <br />+_0•-0 <br />. Q• <br />TOP <br />OF SLAB ��.... . <br />f (2) CONT. ii4 REBAR <br />4" CHAMFER (I -STORY) <br />. F <br />6" CHAMFER (2-STORY) <br />s <br />e (2) #5 REBAR ON CHAIRS <br />• , •° <br />12" MIN, DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />VIRGIN OR ENGINEERED SOIL � � <br />COMPACTED SOIL <br />EQ. e0, SEE SCHEDULE <br />SLAB HEIGHT LESS THAN 3'S" <br />PER PLAN <br />BOLLARD <br />FOR ME), BAR SIZE <br />AND SAR QUANTITY <br />5 <br />ADDING BAR TO <br />EXTERIOR MONO DEEP <br />FOOTING W/ BLOCK WALL <br />scALE,34"=r-0" <br />MONOLITHIC FOUNDATION <br />6 SCALE 34„=,'-0 <br />CURB FOUNDATION WOOD WALL <br />7INTERIOR <br />SCALE:34"=i'-0" <br />1 A <br />(W/ UPLIFT) <br />SCALE: 3/4"=1'-0 <br />LAP TOP PLATE A MIN. OF 49" <br />LAP TOP PLATE A MIN. OF 49' <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. <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />. P <br />BTMLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br /><_ a <br />Q <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PROVIDE DBL TOP PLATE <br />17' O/C STAGGERED. <br />I a <br />SLAB W/tOd MASONRY <br />ADDITIONAL METAL <br />m <br />NAIL 17' O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />8" CMU WALL <br />CONNECTORS NOT <br />UPLIFT IS PRESENT. <br />_ <br />POURED LINTEL CONT. TYP <br />( ) <br />REQUIRED WHEN NO <br />e" CMU FILLED CELL (TYP.) <br />sue': <br />-0-0 <br />io ,Ie' : . TOP OF BLAB <br />UPLIFT IS PRESENT. <br />2X WALL FRAMING <br />g SEE SLAB SCHEDULE <br />a <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />V2" DIA. SIMPSON ST82 BOLTS 5" <br />S o <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB - <br />4,-0• <br />OF SLAB'a+ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />�-�' <br />b <br />° ° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />a— <br />�-a POURED MONOLITHICALLY WITH <br />��_ ° _ •_et&AWITY <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR NMD, BAR SIZE <br />FOR MD, BAR SIZE <br />AND BARQUANTITY <br />AND BARQUANTITYEQ. <br />EQ. EFOR <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />MD MR SIZE <br />DMR <br />INTERIOR FOUNDATION <br />�)FOOTING AND COL. PADE.34.1-0 <br />g <br />�� BLOCK WALL CONNECTION <br />CURB <br />FOUNDATIONWOOD WALL <br />UPL FT)WALL <br />(NOWOOD <br />SCALE: 3/4"=,•-0" <br />$INTERIOR <br />SCALE: 3/4'=V-0' (NO UPLIFT) <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7741S078 <br />FAX- 407-774-4078 <br />www.a bdesigngroup.com <br />L AA #: 0003325 <br />K <br />m <br />xx <br />b <br />O <br />6 <br />R <br />9 <br />R <br />� <br />iL <br />tmDly. ac LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #12 <br />PHASE 4C <br />PROJECT* <br />04181.04C-17121 <br />WODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE 8W MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />FAQ <br />DATE: 02/07/22 <br />SCALE: 1/4"=1'-0" <br />81MM <br />S1.1A <br />