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37 <br />MIN. EACH WAY <br />e <br />MONOLITHIC FOOTING <br />}} <br />2 <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />>• a <br />CELL SEE PLAN FOR SIZE AND <br />Q iL <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />v <br />a <br />}} <br />SPACING REQUIREMENTS <br />K <br />¢ w <br />SPACING <br />rn <br />— <br />1 I •: <br />GARAGE DOOR <br />< <br />w <br />m <br />1 <br />w RECESS <br />¢ <br />It N Z <br />8"CMU WALL <br />O <br />8' CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />m W 8' <br />W <br />O <br />Z <br />+- 0'-0' <br />; sI IN FOUNDATION WITH 30" LEG EACH <br />m <br />w() <br />m <br />.- p_p• <br />III TOP OF SLAB <br />.SEE <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ..• - d SO THAT THE STEEL REINF. IS CONTINUOUS <br />rn <br />TOP OF 3lAB <br />Nor gn <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I • <br />CURB FOR <br />•.. <br />EXT. PORCH SLAB <br />SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />18, <br />- <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />IsL•-.ILL <br />'"a CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />Z,p. AT ELEV. <br />W/ i/2" ISOLATION <br />JOINT (WHERE - ♦ e. ♦ <br />6" CHAMFER (2-STORY) <br />1t4 24" <br />W/ 1/2' ISOLATION <br />4" CHAMFER (I -STORY) <br />I' . •' <br />���iii--- 6" CHAMFER (2-STORY) <br />. ; <br />pS• <br />APPLICABLE) z_ <br />SEE SCHEDULE <br />05 30' <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />• • EE SCHEDULE <br />° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#•66 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />3" <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />r-,1EXTERIOR MONO -FOOTING <br />r,_"),EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GARAGE SCALE:3/4"=1'-0' <br />3 CORNER BARS DETAIL <br />%_DOOR OPENING <br />SCALE; 3/4"=1'-0" <br />�� SCALE: 3I4'=1'-0" <br />LAP TOP PLATE A MIN, OF 48" <br />LAP TOP PLATE A MIN. OF 48" ---may <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 W/ PLAN <br />W <br />CL I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE STPLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />SECURED W! 2- PART <br />. <br />SPACING. SINGLE BTM. PLATE <br />WEDGE ANCHOR Wl2' <br />BTM. PLATE TO BE PT. <br />EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL.1f2W <br />TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />¢ <br />PLATE EPDXY 5-1/2' EMBED. MIN. 016" OC <br />SLAB Wl10d MASONRY <br />F LO <br />Q O FOLLOW ALL MANE. <br />_ <br />SIMPSON SPOR SPH6 MAX. <br />H4 <br />NAIL 16" O/C STAGGERED. <br />I SPECIFICATIONS FOR <br />03 ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />USE AND <br />H m <br />ANCHORS W/ 10d x 1 <br />NOT <br />SECURE FLANGE TO <br />• PREPARATION OF <br />a v <br />COMMON NAILS FILL ALL <br />ALL <br />REQUIRED WHEN NO <br />REQUIRED M <br />SLAB W/(4)1/4' X 2114" <br />TARCONS <br />HOLE, <br />� <br />w <br />� <br />HOLES, DO NOT USE 10d w <br />� UPLIFT IS PRESENT. <br />w <br />x 3" SEE SLAB SCHEDULE <br />w SEE SLAB SCHEDULE <br />¢ <br />,� <br />TOP OF SLAB • .. . <br />TOP OF SLAB <br />4" CHAMFER (1 STORY) <br />..�...- <br />• <br />6" CHAMFER (2STORY) <br />°.�= - <br />' �� . : ° . <br />� s <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE:3l4'=1'-0" <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />$ <br />EyMMPONOLITHIC <br />7 <br />SCALE:34"=,'�' (NO UPLIFT) <br />SCALE:314"=1'-0' <br />BCALE:34'=,'-0" (W/UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />IM 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 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />p 0- <br />BTM. PLATE TO 8E PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ w <br />m <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />O <br />c a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />m <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />o Z <br />011 <br />LINTEL CONT. (NP.) <br />8" CMU FILLED CELL (TYP.) <br />- - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I•. <br />/ - -• <br />1POURED <br />2X WALL FRAMING <br />!SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 04" <br />TOP OF SLAB <br />Z <br />Z <br />- <br />LATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL" 4" FROM ENDS AND <br />m <br />TERED UNDER WALL AND <br />1�-F <br />19' O.C. VERTICALLY MAX <br />_ <br />URED MONOLITHICALLY WITH <br />NDATION AND SLAB <br />SEE SCHEDULE <br />_�^ir�ULE <br />,R SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />10 <br />— <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />SCALE: 34'=1'0 <br />11 SCALE:314"=l'-0" <br />li N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7744W78 <br />FAX 407-7744078 <br />www.aEdesigngroup.com <br />AA #/: 0003325 <br />Y <br />rR <br />h <br />>r <br />v <br />� <br />r4�y' <br />Q <br />rir <br />6 <br />ir§ro <br />S <br />5 <br />113 <br />4a <br />1W <br />x <br />C <br />ounDiv. ac I-OT, <br />SILVERADO <br />LOT #15 <br />BLK #19 <br />PROJECT# <br />04128.002-15191 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE 8WUM: <br />LEFT <br />PAGID <br />DETAILS <br />150 MPH EXP. B <br />