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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />1` <br />STEEL REINFORCING IN GROUTED <br />•• <br />� <br />CELL SEE PLAN FOR SIZE AND <br />d o. <br />CELL SEE PLAN FOR SIZE AND <br />• +. <br />0- <br />SPACING REQUIREMENTS <br />O <br />w <br />SPACING REQUIREMENTS <br />N <br />v—. <br />1 ..r���......iii•._�.. <br />J°. •�I 1- ..... <br />GARAGE DOOR <br />RECESS <br />IL <br />IL <br />W <br />r FM <br />•' <br />j <br />B+ <br />N Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />• CORNER BARS, SAE SIZE AS BAR <br />W W <br />Z <br />M FOUNDATION -1. 3a' LEG EACH <br />w= <br />•°I WAY AT ALL CHANGES IN DIRECTIONS <br />W y <br />TOP OF SLPB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />.. <br />�•�� <br />_• I. MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />.. • <br />EXT. PORCH SLAB ' <br />W/ ISOLATION <br />SEE SLAB SCHEDULE. <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER <br />03 16" <br />EXT, PORCH SLAB <br />• PRII•I• <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />• 4" CHAMFER <br />LL <br />•' v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />RY <br />UNITSNSET <br />-' Z;p+ AT ELEV: <br />112" <br />'' <br />8" CHAMFER (2STORY) <br />W/1/2" ISOLATION <br />(1-STORY) <br />�i <br />0'-0" <br />(---+� <br />JOINT WHERE • <br />APPLICABLE) z <br />#4 24" <br />SEE SCHEDULE <br />�' 3P <br />JOINT (WHERE <br />6"CHAMFER (2-STORY) <br />( ) <br />:EE SCHEDULE <br />a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#488 <br />APPLICABLE) <br />2 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />4T <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LINO <br />t/�EXTERIOR MONO -FOOTING <br />�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3/4•'=1'-0" <br />2 <br />SCALE:3/4"=1'-a' <br />@ GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3 4' =r-a <br />4 SCALE: <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />2x4 OR 2x6 MCC) BEARING PROVIDE BLOCKING <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />Lal 7 I <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />GALVANIZED PIPE <br />S fDjj NEW REINF. BAR <br />On. SECURED W/2-PART <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB VJ <br />SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2' <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />Ka g I EPDXY. MIN. EMBED <br />70 BE PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 16" OC <br />SLAB W/tOtl MASONRY <br />4 <br />FOLLOW ALL MANF. <br />= <br />USP SPTH4 OR SPTHB BTM MAX <br />NAIL 16" O/C STAGGERED. <br />ih <br />SPECIFICATIONS FOR <br />N � <br />AND TOP PLATE ANCHORS WI <br />ADDITIONAL METAL <br />= m USE AND <br />x 1 1/2" COMMON NAILS <br />t <br />SECURE FLANGE 70 <br />H ro PREPARA7IIXJ OF <br />FILL HOLES, DO NOT USE <br />REQUIRED WHEN <br />REQUIRED WHEN NO <br />W/ <br />BLAB W/(4) 1/4" X 2 1/4" <br />Z HOLE <br />a zAL <br />W <br />y UPLIFT IS PRESENT. <br />W <br />TLAB <br />w <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Q <br />[SEE <br />TOP OF SLAB .. :, <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />: 4.�� • - <br />�` <br />. �.�: <br />� s• <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE: 3/4"=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 <br />8 <br />SCALE: —'-a' <br />scALE:3a^=r-o" (W/UPLIFT) <br />scALE:34=r-a (NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C STM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />p <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/tOd MASONRY NAIL <br />W <br />18" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />wO W <br />8" CMU WAIL <br />UPLIFT IS PRESENT. <br />2: <br />y <br />POURED LINTEL CONT. (TYP.) <br />'•" 8"CMU FILLED CELL (TYP.) <br />_ <br />�•�� TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I• ,. _ <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 725OSD BOLTS 5" <br />- <br />TOP OF SLAB <br />'A+ <br />2 <br />i <br />- <br />•'�+ <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />60 <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />"�� • <br />-� POURED MONOLITHICALLYWITH <br />- FOUNDATION AND SLAB <br />4 <br />SEE SCHEDULE <br />SEE SCHEDULE <br />/ FOR WxD, BAR SIZE <br />FOR WAD, BAR SIZE <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />�/II„ <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />FOUNDATION WOOD WALL <br />OTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />D-!NTERIOR <br />SCALE: (NO UPLIFT) <br />SEO <br />SCALE: 3/4"=l'-a' <br />11 SCALE: 3l4"=1'•a' <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.ebdesigngro Llp.com <br />AA M: 0003328 <br />W <br />u`a' <br />0 <br />a <br />$ <br />a[TSaIV. Aa =A•Pt <br />91LVERADO <br />LOT #11 <br />BLK #18 <br />rnommw <br />41 8. - 11 1 <br />�coasss <br />4EBB <br />"1828-CALI" <br />GA1CARia EwINOt <br />LEFT <br />PAGr. <br />DETAILS <br />150 MPH EXP. B <br />R <br />10/09/19 <br />Q: 1/4"=f-0" <br />x <br />.1A <br />