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30" <br />MIN. EACH WAY <br />e <br />MONOLITHIC FOOTING <br />t <br />Z <br />STEEL REINFORCING IN GROUTED <br />2_ <br />STEEL REINFORCING IN GROUTED <br />• <br />CELL SEE PLAN FOR SIZE AND <br />G 4>�•• <br />CELL SEE PLAN FOR SRE AND <br />. v .•w, <br />_ <br />SPACING REQUIREMENTS <br />O SPACINGREQUIREMENTS <br />:. '�--•--..' ,r•- <br />GARAGE DOOR <br />WU <br />W <br />. <br />Jvs <br />1.� <br />RECESS <br />m J <br />a Q <br />N <br />�FM_" <br />•� <br />W <br />fa/1 <br />B" CMU WALL <br />O S" CMU WALL <br />, <br />J CORNER BARS, SAME SIZE AS SAR <br />IV' <br />y <br />W <br />B• <br />O <br />1 I� IN FOUNDATION WITH 3a' LEG EACH <br />W = <br />O <br />WAY AT ALL CHANGES IN DIRECTIONS <br />y N <br />TOP OF SLAB <br />TOP OF SLAB <br />I .. • I <br />• SO THAT THE STEEL REINF. IS CONTINUOUS <br />I)" <br />MATCH AMOUNT OF CONTINUOUS BARB <br />�I." <br />?k- <br />CURB FOR <br />f • ,*~ <br />• <br />• a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER(ISTORY) <br />1S' <br />.a IJ . �" \ (-1\/ARIES•I <br />: I/ - �" <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH q° CHAMFER (1STORY) <br />�'"v. + , .I" CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'' <br />/r <br />7;p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (NMERE • a f. ..� <br />6" CHAMFER 2-STORY) <br />( <br />#4 24' <br />W/ 1/2" ISOLATION 8" CHAMFER (2SiORY) <br />.. <br />0'-a' <br />APPLICABLE) z <br />SEE SCHEDULE <br />#8 30° <br />JOINT (AHERE EE SCHEDULE <br />APPLICABLE) Z 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WxD, BAR SIZE <br />88 3T <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />v <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scnLE 34'=r-a' <br />2 scALE:a4'=r-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4'=1'-a' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" C/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 />WALL W/ SYP No 2 STUDS SEE <br />Lit I <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />Qo <br />SECURED W/2-PART <br />PROVIDE DBL. 70P PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />''�� EPDXY. MIN. EMBED <br />s <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />j Q e"• LIND <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE 0 BASE <br />¢ FOLLOW ALL MANE <br />S SPECIFICATIONS FOR <br />m U6E AND <br />4 <br />H PREPARATION OF <br />w " e HOLE <br />09 <br />Ill <br />w <br />¢ <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />W/(4)1/4"X21/4" <br />ESLAB <br />TAPCONS <br />°1 • �O <br />TOP OF SLAB <br />4" CHAMFER (1STORY) <br />�= • ._4 <br />s—,_a . <br />6" CHAMFER (2STORY) <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />o scALE:34"=r-a' <br />(NO UPLIFT) <br />6 B/4°=1'-a' <br />SCALE: 3/4"=1'-a' <br />SCALE: <br />LAP TOP PLATE A MIN, OF 4B" <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 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE F7. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB WH Od MASONRY NAIL <br />16" O/C STAGGERED. <br />POURED LINTEL CONT. (TYP.) <br />re;� S" CMU FILLED CELL(TYP.) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />N .' <br />1/2" DIA. USP 72506D BOLTS S' <br />TOP OF SLAB <br />'a • <br />MINIMUM EMBEDMENT INTO <br />•e <br />GROUTED CELL, 4" FROM ENDS AND <br />16' O.C. VERTICALLY MAX <br />. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />IF <br />5f AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />11 <br />SCALE: 3/4"=l'-a' <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdoeWigroup.com <br />AA #: 0003325 , <br />avnDiv ae i oan <br />SILVERADO <br />LOT #11 <br />BLK° #12 <br />04128.002-11121 <br />b0Dmd <br />4EHB <br />"2605- HAYDEN" <br />GAMrws NTMM <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA 11/15/18 <br />OCALIM 1/4-=1'-0" <br />P3'�T <br />S1.1A <br />