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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />g <br />•'� <br />�. <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />�T v � — <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />a <br />CE LL SEE PLAN FOR SIZE A� <br />a} <br />¢¢ C <br />SPACING REQUIREMENTS <br />m <br />SPACING REQUIREMENTS <br />- <br />ff <br />1a. :. •}�— <br />zu�l <br />GARAGE DOOR <br />w <br />U <br />w <br />( <br />RECESS <br />m O <br />a <br />Q <br />< <br />v I FM <br />a <br />¢ m - Z <br />8'CMU WALL <br />O m <br />8' CMU WALL, <br />1 . CORNER BARS, SAME SIZE AS LARGER BAR <br />�o <br />w w <br />e• <br />O is - <br />2_ <br />+- <br />, "�. I ��I /1��� IN FOUNDATION WITH 30' LEG EACH <br />"'lll <br />W = <br />TOP OF SLAB <br />-d ',�' ' WAY A ALL CHANGES IN DIRECTIONS <br />I _• % SO THAT THE STEEL REINF. IS CONTINUOUS <br />N tUi) <br />TOP OF SLAB <br />LAB <br />- _ <br />. MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />" <br />EXT. FOR SLAB • <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4- CHAMFER (I -STORY) <br />- - VARI S <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />I•I I <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />7;0. AT ELEV: <br />W/ 1/2' ISOLATION .,, <br />JOINT (WHERE • • <br />6- CHAMFER 18 <br />M4 24' <br />EXT. PORCH SLAG <br />W/ 1/2' ISOLATION <br />4" CHAMFER p STORY) <br />6' CHAMFER (2-STORY) <br />- > <br />01-01 <br />APPLICABLE) Z � <br />SEE SCHEDULE #5 <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />•� • EE SCHEDULE <br />! <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WXD, BAR SIZE � <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />i� <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND <br />87 <br />igv <br />� EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3'4'=1'-0' <br />n <br />G <br />Q GARAGE SCALE:314•=r-o• <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4'=1'-0' <br />SCALE: 3/4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48' <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 STM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />J <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE 1/2•xe' WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE 0 BASE <br />4 g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />J ¢ 8', LINO <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN. 0 16' OC <br />SLAB W1 Od MASONRY <br />c <br />< Q FOLLOW ALL MANF. <br />M SPH4 SPHB MAX. <br />NAIL 16' O/C STAGGEAED. <br />_ ¢ I SPECIFICATIONS FOR <br />y Q <br />USE AND <br />13 ANDSON <br />BTM AND TOP PLATE <br />LA <br />ADDITIONAL METAL <br />RS T <br />SECURE FLANGE TO <br />= m <br />F- PREPARATION OF <br />ANCHORS W/ x 1 1/2' <br />REQUIRED WHEN NO <br />REOU RED WHEN <br />SLAB W/(4) 1/4' X 2 1/4' <br />" 4" <br />O HOLE. <br />COMMON NAILS <br />S <br />V) <br />UPLIFT IS PRESENT. <br />TAPCONS <br />w ¢ <br />USLALL <br />HOLES, DO NOT USE lOd w <br />W <br />J <br />x 3' ¢ SEE SLAB SCHEDULE <br />¢ SEE SLAB SCHEDULE <br />m O} <br />< <br />' � <br />¢ <br />SQ <br />+ 04 <br />- _ <br />+. p.p• <br />Q- <br />P <br />TOP OF SLAB . <br />TOP <br />F SLAB <br />O- -�.- <br />4' CHAMFER (I-STORY) <br />° - <br />6' CHAMFER (2-STORY) <br />.�� _ <br />. "�.• <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />CURB FOUNDATION WOOD WALL <br />8INTERIOR <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 BTM. <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 />Z <br />2X4 OR 20 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />Q 0. <br />- <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />p <br />BTM. PLATE TO BE FT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ <br />Q w <br />16' O/C STAGGERED. <br />m U <br />ADDITIONAL METAL <br />a <br />CONNECTORS NOT <br />m0 m <br />REWIRED WHEN NO <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />M Z <br />+- 0'-, <br />POURED LINTEL CONT. (TYP.) <br />; <br />- 8- CMU FILLED CELL (TYP.) <br />-s•': <br />'Ie. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />+- d-0' <br />Z <br />Z <br />- <br />+ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />g <br />__ <br />'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />° ' CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />•- • <br />m <br />--�-��� POURED MONOLITHICALLY WITH <br />.• <br />- - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.!�'^'°�'y4� <br />rT . <br />/FOR WXD, BAR SITE <br />FOR WxD, BAR SIZE <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />(, <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />!� INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />O <br />SCALE: 314"=V-0" <br />1 SCALE: 3/4'=V-0' <br />(NO UPLIFT) <br />Ii N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA#: 0003326 <br />a'i <br />Y <br />O <br />Q <br />SUDDIV. de LOT. <br />S ILVERADO <br />LOT #16 <br />BLK #19 <br />PROJECT* <br />04128.002-16191 <br />MODEL <br />4EAB <br />"1672- ARIA" <br />GARAGE OWD90: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Ntj/30/20 <br />"=1 —0"A <br />