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w <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />Z <br />STEEL REINFORCING IN GROUTED <br />SEE PLAN FOR AND <br />S ,, <br />..I,'. <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />[(� <br />s = <br />CELL SIZE <br />SPACING REQUIREMENTS <br />° 1 v <br />v_ <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />0_ <br />¢W— <br />mU <br />W <br />.{1r = <br />�. j <br />RECESS <br />W <br />I <br />O <br />a <br />cc <br />� <br />a <br />—. n. <br />FM <br />N Z <br />S" CMU WALL <br />O V) <br />8" CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />W W e' <br />m <br />i" <br />Ti <br />Z_ <br />ro <br />IN FOUNDATION WITH 30" LEG EACH <br />°°°III $ <br />W U= <br />to <br />+- a a' <br />> �I1 WAY AT ALL CHANGES IN DIRECTIONS <br />Vi <br />TOP OF SLAB <br />TOP OF SLAB <br />I .. I 50 THAT THE STEEL REINF. IS CONTINUOUS <br />. <br />° •I MATCH AMOUNT OF CONTINUOUS BARS <br />•°I� <br />CURB FOR <br />' <br />a <br />EXT. PORCH SLAB <br />-,, <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1-STORY) <br />#3 18" <br />EXT PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER(1STORY) <br />u <br />I� <br />°"v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE��p. <br />' MASONRY <br />AT ELEV: <br />� UNITS SET <br />W/11Z ISOLATION _� <br />JOINT (WHERE • • <br />8" CHAMFER (2-STORY) <br />#4 24"°� <br />W/ 1/2 ISOLATION <br />B" CHAMFER (2-STORY) <br />. e <br />0_a <br />APPLICABLE) i <br />SEE SCHEDULE <br />#5 <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />• • EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY #6 31' <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO-FOOTINGEXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:314"=1'-0" <br />U2,'� <br />@ GARAGE SCALE:34'=T-O" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />4 SCALE: 3!4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' <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 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 />2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />W <br />aa I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />S t� NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1 Tk9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />SECURED W/ 2- PART <br />w a <br />g <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />7' CAPPED <br />G EPDXY. MIN. EMBED <br />I <br />EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />NAIL 16" O/C STAGGERED, <br />GALVANIZED PIPE <br />� Q 8", LINO <br />SIMPSON SPH4 OR SPH6 MAX. <br />ADDITIONAL METAL <br />W/FLANGE 0 BASE <br />a 0 FOLLOW ALL MANF. <br />= FOR <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />K SPECIFICATIONS <br />o) I <br />ANCHORS W/ 10d x 1 1/Y' <br />REQUIRED WHEN NO <br />5 <br />= USE AND <br />COMMON NAILS FILL ALL to <br />UPLIFT IS PRESENT. <br />PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />W <br />Z � HOLE. <br />x V, SEE SLAB SCHEDULE <br />� <br />� SEE SLAB SCHEDULE <br />CURE FLANGE TO <br />a <br />a <br />B W/(4)1/4" X 2 1/4" <br />$ O <br />+- 0'-0" <br />w 0'-0" <br />LT:A�PCONS <br />QQ- <br />TOP OF SLAB .. <br />TOP OF SLAB <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ, SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />SCALE: 34a " V-' <br />(W/ UPLIFT) <br />SCALE: 3/4"=1'fY' <br />(NO UPLIFT) <br />6QALE:3/4•'=,'-0" <br />SCALE:3/4"=,'-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 />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2X4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z_ <br />' <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />a <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />Q <br />PROVIDE DBL TOP PLATE <br />18" O/C STAGGERED. <br />ADDITIONAL METAL <br />NOT <br />cu.)CONNECTORS <br />4 d <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />IK y <br />O <br />e" CMU WALL <br />0'-0" <br />POURED LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />_ <br />° TOP OF SLAB�''''�'�''`� <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TGROUTED <br />w 0'-0" <br />SEE SLAB SCHEDULE <br />1/2'.DIA. SIMPSON STB2 BOLTS 5" <br />TOPOF SLAB <br />Z <br />• <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />^.=„°,i,+y,�3 <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />/FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />I <br />�r <br />✓ AND BAR QUANTITY <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 scALE:3/a"=1'-a' <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE 3,"=,'-0" <br />11 SCALE: 3/4"=1'1" <br />A N C N I T E C T 5 <br />Gr e i in <br />41 N. RONALD REAGAN BU <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX- 407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />aT�Osv ae IAT: <br />SILVERADO <br />LOT #5 <br />BLK 13 <br />PMJRCT* <br />03719,000-05131 <br />MODMXe <br />"2558—HAIYTHORNE" <br />GARAGE BWngG: <br />LEFT <br />PAGR: <br />DETAILS <br />150 MPH EXP. B <br />