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30" <br />MIN. EACH WAY <br />c <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELLSEEPLANFOR SIZEAND <br />a 0_ SPACING REQUIREMENTS <br />da CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />,�" <br />,- <br />Qp All <br />a2ayI <br />m (j y <br />1 rp, <br />' <br />I� <br />GARAGE DOOR <br />LU RECESS <br />y 8" CMU WALL <br />FM <br />°. <br />U w 9" <br />O 8" CMU WALL <br />° CORNER BARS, SAME SIZE AS BAR <br />.° I <br />w <br />`co•1 <br />IN FOUNDATION WITH 30' LEG EACH <br />U <br />+-p•.p- <br />• TOP OF SLAB <br />M +-0'-0' <br />TOP OF SLAB <br />$ WAY AT ALL CHANGES IN DIRECTIONS <br />I , - SO THAT THE STEEL REINF. IS CONTINUOUS <br />my <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURBFOR <br />SEE SLAB SCHEDULE <br />SIZE 488AR DIA. <br />EX7. PORCH SLAB'CHAMFERrySTORr) <br />A3 18' <br />< 7AOND <br />< � ` -VARIES <br />9EE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />I u <br />'-v CONTINUOUS STEEL MONOLITHIC <br />- FOOTING REINFORCEMENT SEE SCHEDULE <br />-° <br />MASONRY <br />iNBAR UNITS 9ET <br />70, ATELEV: <br />W/12'ISOLATIONE CHAMFER(2-STORY) <br />JOINT(NMEREp4 24" <br />I 4 CHAMFER(1STORY) <br />W/1/2"ISOlAT10N 1 <br />"•��---- <br />6"CHAMFER (2STORY)>APPLICABLE)zE <br />0'-0" <br />SCHEDULE <br />p5 3UE <br />JOIN7(WHERE • <br />EE SCHEDULEiWXD, <br />APPLICABLE) z 4 <br />WHEN TRANSITIONSARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />N6 38'FOR <br />WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (I•.2 TO 3, PROVIDE 2 BARS), UNO <br />;F7 42' <br />(,_'_�EXTERIOR MONO -FOOTING <br />',EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 3CALE:3/4".1'-0" <br />` @ GARAGE SCALE:3/a".V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />V SCALE: 3'4"-V W <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 STM. VERIFY HEIGHT <br />NAILS, 2-ROWS, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ LAN <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />UJ <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />w <br />O a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />j 1n NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"xg" WEDGE ANCHOR W/ 2" <br />STM. PLATE TO BE PT. <br />O a SECURED W/2-PART <br />708E PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO <br />g <br />a EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-/2' EMBED. MIN. @ 18" W <br />SLAB W/10d MASONRY <br />8", UNO <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL i6' Q'C STAGGERED. <br />o FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />N SPECIFICATIONS FOR <br />10d x 1 12" COMMON NAILS <br />312E DIAMETER CONC. <br />FILLED STEEL PIPE <br />6x6 METAL PLATE <br />USE AND <br />PREPARATION OF <br />Z HOLE. <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" w <br />p SEE SLAB SCHEDULE <br />4 <br />U <br />M1 <br />Cr SEE SLAB SCHEDULE <br />BASE W/ 12'x8' <br />p O° .} <br />+- p.p• <br />+- 0.,p., <br />ANCHOR BOLTS <br />o'/ O' 40 <br />TOP OF SLAB - _ _` a <br />TOP OF SLAB\.. <br />4"'HAMFER(1 STORY) <br />�- <br />60 <br />6" CHAMFER (2-STORY) <br />1'4" <br />• <br />4 <br />EQ. EQ. EE 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 />C INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />� <br />SCALE:34".1'-0 <br />(W/UPLIFT) <br />v SCALE:34'.1'-0" <br />{NO UPLIFT) <br />scALE:a/a"_1'-0" <br />BDALE,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. VERIFY HE IGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />z <br />WALL W/ SYP No 2 STUDS SEE <br />S <br />PLANS FOR SPACING. SINGLE <br />I;rF <br />a <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />PROVIDE DBL TOP PLATE <br />16"O/C STAGGERED. <br />S <br />¢ ul <br />00 <br />U <br />¢�a <br />O N 8" CMU WALL <br />'p z <br />POURED LINTEL CONT. (iYP.) <br />+' 0'-0' <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />TOP OF SLAB•'•': <br />fD . <br />_I, <br />2X WALL FRAMING <br />LAB SCHEDULE <br />12" DIA. USP 72508D BOLTS 5" <br />TOP OF SLAB <br />Z p <br />MINIMUM EMBEDMENT INTO <br />aR <br />D' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />e <br />D UNDER WALLA ND <br />16' O.C. VERTICALLY MAX <br />��• <br />ONOLITHICALLYWRH <br />—--ice:FORWx2D,BAR <br />_ ---'---ION AND SLAB <br />SCHEDULE <br />< <br />•,� <br />�SEE <br />OR WxD, BAR SIZE <br />• • • /E <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />��INTERIORFOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />gCALE:�4•.1•p- <br />(NO UPLIFT) <br />p FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4".1'.0" <br />SCALE: 3/4".1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.a b0 esigngroup.com <br />AA A: 0003325 <br />a <br />m <br />0 <br />W <br />G <br />[y: <br />a <br />F, <br />9U13DIV. & LoT: <br />SILVERADO <br />LOT 5 <br />BLK 11 <br />PROJECT# <br />04128.001-05111 <br />MODEL <br />4EAB <br />"1672-ARIA" <br />GARAGE SVrMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />