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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />A <br />Z <br />1_ <br />• <br />Z <br />STEELREINFOR CING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />E <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />p <br />' <br />t•: <br />SPACING REQUIREMENTS <br />SPACING <br />.I <br />_ _ p�— <br />• <br />�p <br />GARAGE DOOR <br />m <br />m <br />N <br />RECESS <br />J <br />c a <br />It <br />p —FIB •- <br />N Z <br />8" CMU WALL <br />O rn <br />8" CMU WALL <br />�. n . CORNER BARS, SAME SIZE AS BAR <br />trail <br />w= <br />g* <br />*- a{r <br />• <br />> I <br />FOUNDATION WITH LEG EACH <br />w <br />c <br />+- a-o' <br />TOP OF SLAB <br />s „1 WAY AT ALL CHANGES IN DIRECTIONS <br />W IN <br />I .. -1 <br />. SO THAT THE STEEL REINF.IS CONTINIXXJS <br />tOi1 <br />TOP OF SLAB <br />_ <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />CURB FOR <br />< ° <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />E. PORCH SLAB <br />- VARIES <br />_ _ SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER (15TORY)' <br />'""p. ..It` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />7;p. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/Y ISOLATION <br />JOINT (WHERE . • • •� <br />6' CHAMFER (2-STORY) <br />#4 24'.. <br />W/ 1/2• ISOLATION <br />6" CHAMFER (2-STORY) <br />0'-a <br />APPLICABLE) Z <br />SEE SCHEDULE 91 30" <br />JOINT(WHERE•- <br />APPLICABLE) <br />EE SCHEDULE <br />Z 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR QUANTITY <br />N AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 4Y <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:34"=1'-a <br />SCALE:34'=,'-a <br />@ GARAGE <br />3 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />w <br />WALL W/ SYP No 2 STUDS SEE <br />WQ I <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />a SECURED W/ 2- PART <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />2*CAPPED <br />a g I EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />Q 8', UNO <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE BASE <br />2 p FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />to SPECIFICATIONS FOR <br />Q USE AND <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />4 <br />m PREPARATKINOF <br />0 `+ <br />rn <br />w <br />UPLIFT IS PRESENT. <br />HOLE. <br />w !Y <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />SLAB W/(4) 114" X 2 1/4' <br />o p Jc <br />n <br />+- a.v <br />TAPCONS <br />QO <br />Q <br />TOP OF SLAB <br />7�:. <br />4' CHAMFER (I -STORY)= <br />=° <br />° <br />6• CHAMFER (2-STORY) <br />e ;• A. <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARDMONOLITHIC <br />FOUNDATION <br />O SCALE: 3/4"=1'-0' <br />(NO UPLIFT) <br />5 <br />6 scALE:3ra•=,'-o" <br />scALE: aa'=r_o^ <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4'0/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />4 <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />_ CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />o > <br />SPACING REQUIREMENTS <br />PROVIDE DEL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />m U_ <br />CONNECTORSNOT <br />v <br />REQUIRED WHEN NO <br />M coZ <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />8' CMU FILLED CELL (TYP.) <br />O <br />o <br />`° <br />'o <br />TOP OF SLAB <br />-0, <br />° TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING^ <br />*- 0'-0' <br />TOP OF SLAB <br />.ee <br />1/2' DIA. USP 7250SD BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />WGROUTED CELL, 4" FROM ENDS AND <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4• CHAMFER (1STORr) <br />Z w - a <br />BAR SIZE 48 BAR DIA > <br />O <br />�" <br />- <br />4 <br />W/ 112" ISOLATION <br />6" CHAMFER (2STORY) <br />#3 18" U <br />. <br />• <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />• <br />#4 24" <br />°• # <br />APPLICABLE) <br />Z MATCH STEEL <br />° <br />#' 30" <br />SEE SCHEDULE <br />6' PVC CHASE <br />REINFORCEMENT <br />iv PER SCHEDULE <br />36' <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />#7 4Y <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />9 SCALE: 3/4'=1'-0^ (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />12 <br />THRU FOOTING <br />SCALE: 3/4"=T-0" <br />SCALE: 3l4'=i'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-77"78 <br />wwwsbdmiigrlgroup.com <br />L AA #: 0003325 <br />Y <br />� <br />u <br />hid <br />o <br />d <br />o q� <br />mlq� <br />0Mals <br />BUDDIV. & LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK #8 <br />P1DJMT* <br />04181.000-01082 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />rpRINT <br />Dw09/12/19 <br />SCALE: 1/4"=1'-0" <br />SiIEET <br />S1. IA <br />