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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />Z <br />STEEL REINFORCING IN GROUTED <br />.1 <br />STEEL REINFORCING IN GROUTED <br />— - <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />Q } <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTSaf <br />Ly <br />�w <br />_ <br />¢ Lu <br />mU <br />w <br />_ . <br />1�v : .. .^.... <br />GARAGE DOOR <br />W RECESS <br />O a <br />a <br />I � FM <br />•. <br />S� <br />m z <br />6"CMU WALL <br />O <br />8" CMU WALL <br />, CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />w w B+ <br />0 `� g <br />o <br />? <br />0'-0' <br />; ,I IN FOUNDATION WITH 30" LEG EACH <br />� - <br />W U <br />m - <br />+- 0'-0' <br />TOP OF SLAB <br />� � d ., � WAY AT ALL CHANGES IN DIRECTIONS <br />... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />V) m <br />TOP SLAB <br />� <br />_ � <br />� � <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />•: <br />CURB FOR <br />EXT. PORCH SLAB <br />WI ,Yd" ISOLATION_, <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1-STORY)- <br />16" <br />- � <br />EXT. PORCH SLAB <br />� - V IES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER <br />� <br />f o (" CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N� MASONRY <br />� UNITS SET <br />AT ELEV: <br />• <br />JOINT (WHERE. <br />6' CHAMFER (2STORY) <br />#4 Y4" <br />W/1/Y ISOLATIONa' <br />(iSTORY) <br />6" CHAMFER(2STORY) <br />```. <br />.: <br />0•-0" <br />APPLICABLE) Z <br />SEE SCHEDULE <br />JOINT (WHERE <br />r. EE SCHEDULE <br />FOR WxD, BAR SIZE'' <br />APPLICABLE) <br />z <br />° FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />#6 36" <br />AND BAR QUANTITY <br />#7 42" <br />iv <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND <br />��EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/a"=1'-0" <br />@ GARAGE <br />BARS DETAIL <br />DOOR OPENING <br />0`9� <br />SCALE: 314"=1'-0' <br />4 SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46" <br />LAP TOP PLATE A MIN. OF 49' <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" BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN <br />tL <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 />LU <br />0 a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />> en NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />,(2":9" WEDGE ANCHOR W/Y <br />BTM. PLATE TO 8E PT. <br />O (_ SECURED W/ 2- PART <br />g <br />TO BE PT. PROVIDE DBL TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />2' CAPPED <br />a EPDXY. MIN. EMBED <br />I E XY. <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />GALVANIZED PIPE <br />' Q <br />� _ <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL DD 16" NAL STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE 0 BASE <br />¢ O FOLLOW ALL MANF. <br />= <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />K SPECIFICATIONS FOR <br />0) Q <br />ANCHORS Wl 11 x i 1/2" <br />REQUIRED WHEN NO <br />o <br />= m USE AND <br />PREPARATION OF <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d w <br />0) UPLIFT IS PRESENT. <br />HOLE: <br />3" w <br />K <br />w <br />x SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />Q <br />SLAB W/(4)1/4"X21/4" <br />O <br />+0'-0' <br />TAPCONS <br />o'QQU <br />TOP OF SLAB . <br />TOP OF SLAB <br />4"CHAMFER(,-STORY) <br />°.. -- <br />�- -- <br />6'CAMHFER (2 STORY) <br />�•. - <br />E�Q• <br />EQ. EE SCHEDULE <br />EQ. EQ. EE 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 />BOLLARD <br />5 <br />C <br />MONOLITHIC <br />FOUNDATION <br />7 scALE:34'=,-0 <br />UPLIFT) <br />SCALE: 3/4"=1'-0 <br />(NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />V <br />SCALE:3/4"=t'-0' <br />(W/ <br />LAP TOP PLATE A MIN. OF 49' <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 />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />16" OIC STAGGERED. <br />Ir <br />Q w <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />v <br />Ra. <br />EQUIRED WHEN NO <br />CE <br />UPLIFT IS PRESENT. <br />U <br />6" CMU WALL <br />e' VARIES B' <br />m <br />+- 0'0" <br />POURED LINTEL CONT. (TYP.) <br />6" CMU FILLED CELL (TYP.) <br />�+W" <br />3' 3' <br />_ <br />--+ �• TOP OF SLAB <br />�' <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TOP OF SLAB <br />Z <br />[/�. <br />•- SEE SLAB SCHEDULE <br />s <br />1/2' DIA. SIMPSON ST82 BOLTS S <br />''~ MINIMUM EMBEDMENT INTO <br />C <br />- <br />a.. <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />°•y <br />=°_ <br />POUREDMONOLITHICALLYWITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/FOR WXD, BAR SIZE <br />s <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />12 SCALE: <br />9 SDALE:34"=,'-0" NO UPLIFT <br />( ) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3l4"=1'-0" <br />11 SCALE: 3!4"=1'-0" <br />A E B N IT E C T 8 <br />6 <br />rou G <br />wit N. RONALD REAGAN BL1 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Z <br />to <br />b <br />0 <br />Q <br />1 <br />stmDIV. de IAT: <br />SILVERA 0O <br />LOT #1 <br />BLK #18 <br />PROJECT# <br />03719.000-01182 <br />MODEL' <br />"2045-LANTANA" <br />GARAGE BTFMG: <br />LEFT <br />PAGE: <br />DETAILS <br />V. 150 MPH ER. B <br />