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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />1�a <br />Z° <br />.per <br />, <br />Z <br />g STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />— <br />IC" — <br />CELL SEE PLAN FOR SIZE AND <br />¢ a <br />p <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />° I°—° <br />° <br />0 d SPACING REQUIREMENTS <br />rC <br />¢ <br />T <br />¢ t <br />00 U <br />v— <br />�v }II—�� <br />DOOR <br />w <br />$a <br />w <br />I • FM <br />�� <br />RECESS <br />¢ u) 8" CMU WALL <br />O <br />B"CMU WALL <br />, CORNER BARS, SAME SIZE AS BAR <br />w w <br />B <br />O <br />o <br />IN FOUNDATION WITH 30" LEG EACH <br />w = <br />+-0'-0' <br />°Ill - - - - TOP OF SLAB <br />+-0•'p <br />TOP OF SLAB <br />B. °vl WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />I ° <br />toy <br />`1 1 <br />__ <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° .I <br />CURB FOR <br />` SEE SLAB SCHEDULE <br />. BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />W/ 1/2" ISOLATION ,8" <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER STORY) <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 />6" CHAMFER (2-STORY) <br />JOINT (WHERE a • • 94 24" <br />W/ 1/2" ISOLATION <br />f (1 <br />l < , -� 6" CHAMFER (2-STORY) <br />° <br />0• d• <br />APPLICABLE) Z - SEE SCHEDULE <br />#5 30" <br />JOINT (WHERE <br />APPLICABLE) Z <br />•" • EE SCHEDULE <br />° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#6 36" <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />i� AND BAR QUANTITY <br />#7 47' <br />i <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />r��EXTERIOR MONO -FOOTING <br />�„�EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS <br />AROUND GARAGE <br />GARAGE SCALE: 3/4"=V-9' <br />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/ 1-COMMON <br />AND NAIL W/ 16d COMMON <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />w <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />O a ' <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />m NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"W' WEDGE ANCHOR W/Z' <br />BTM. PLATE TO BE PT. <br />O o_ SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />¢ I <br />a g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SLAB W/, Od MASONRY <br />J ¢ 8", UNO <br />USP SPTH4 OR SPTH68TM MAX. <br />NAIL 16" O/C STAGGERED. <br />Q p FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />m ¢ I SPECIFICATIONS FOR <br />Q <br />10d x 1 ,/2' COMMON NAILS <br />3 1 /Z' DIAMETER CONIC. <br />PIPE <br />6x6 METAL PLATE <br />2 m USE AND <br />H PREPARATION OF <br />Ci HOLE. <br />Z ¢ <br />FILL ALL HOLES, DO NOT USE <br />1 Od z 3" w <br />¢ SEE SLAB SCHEDULE <br />¢ <br />Q <br />w <br />¢ <br />¢ SEE SLAB SCHEDULE <br />FFILLEDSTEEL <br />BASE W/ 7/2"x6" <br />ANCHOR BOLTS <br />o C. } <br />m Q� <br />+- 0'-0' <br />TOP OF SLAB _� ° <br />TOP OF SLAB �\ <br />P <br />. <br />a <br />4" CHAMFER(1STORY)— <br />J- <br />�" <br />6' CHAMFER(2STORY) <br />' <br />< <br />e.• <br />. <br />EQ. EO. SEE 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 />CURB FOUNDATION WOOD WALL <br />(_,_\INTERIOR CURB <br />FOUNDATION WOOD WALL <br />5 BOLLARD <br />6 MONOLITHIC FOUNDATION <br />7 SCALE:3/4"=1'-0 (W/UPLIFT) <br />V SCALE:3/4"=1'-0 (NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4•' OIC BTM. VERIFY HEIGHT <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 />2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0- <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />¢ <br />¢ w <br />m0 <br />J <br />CL <br />Om <br />e"CMU WALL <br />bZ <br />m <br />, POURED LINTEL CONT. (TYP.) <br />g <br />+- 0'-0" <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />_ <br />- . TOP OF SLAB <br />leF <br />2X WALL FRAMING <br />+. ry.0" <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 7250SD BOLTS 5' <br />TOP OF SLAB <br />MINIMUM EMBEDMENT INTO <br />LATED" COLUMN PAD <br />GROUTED CELL, 4"FROM ENDS AND <br />TERED UNDER WALL AND <br />,6" O.C. VERTICALLY MAX <br />•RED MONOLITHICALLY WITH <br />---NDATION AND SLAB <br />SEE SCHEDULE <br />- <br />ULE <br />FOR WxD, BAR SIZE <br />SIZE <br />AND BAR QUANTITY <br />I <br />AND BAR QUANTITY <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />0�w3/4"=''-0" (NO UPLIFT) <br />0 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />1 1 SCALE: 3/4"=,'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />[1. <br />q <br />V <br />V <br />m <br />O <br />F <br />C. <br />S%mDrv. & I.oT: <br />SILVERADO <br />LOT #1 <br />BLK #12 <br />PROJECT{fv <br />04128.001-01121 <br />MODEL• <br />4ENB <br />"1751- NEUVILLE" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />�� a CM <br />L /4R NO 937= J <br />DART : 08/15/1. <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.1A <br />