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_ <br />30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />g <br />d a <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />.•�. — <br />T v, <br />a <br />SPACING REQUIREMENTS <br />O > <br />SPACING REQUIREMENTS <br />..•v° >. <br />m <br />tu <br />W <br />1 �° <br />�^ <br />J <br />�o <br />a <br />Sul <br />Q <br />l�PM�. <br />11 <br />I °: <br />- Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />n . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />Cc)u1 <br />m <br />o <br />? <br />IN FOUNDATION WITH NTLEG EACH <br />I...e <br />c <br />+ <br />`V' <br />m <br />+- <br />> . <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />M TOP OF SLAB <br />�, <br />I ... °) 60 THAT THE STEEL REINF. IS CONTINUOUS <br />. _ •. <br />:. <br />• <br />Ir <br />vl, MATCH AMOUNT OF CONTINUOUS BARS <br />.. <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />SAR SIZE 4B BAR DIA <br />4" CHAMFER (15TORV) <br />.. <br />• <br />... <br />GARAGE <br />• , SEE SLAB SCHEDULE TOP OF GE <br />.,. <br />I•I <br />•°, If CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12" ISOLATION <br />JOINT(WHERE , • .`_ e° <br />6" CHAMFER (2-STORY) #3 18" <br />#4 24" <br />EXT. PORCH SLAB <br />W! 1/2" ISOLATION <br />4" CHAMFER 1 STORY) <br />( - <br />, 6" CHAMFER <br />.: <br />APPLICABLE) i <br />SEE SCHEDULE #6 30' <br />JOINT 'WHERE <br />APPLICABLE) <br />Z <br />► EE SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR VVxD, BAR SIZE <br />3(r <br />;fig 3g <br />g <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />iv <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T <br />EXTERIOR MONO -FOOTING <br />XTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />scALE:3a"=r-a' <br />GA <br />GARAGE SCALE:3/4"=V-Q' <br />CORNER BARS DETAIL <br />g SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 41" --------- <br />AND NAIL W/ 16d COMMON <br />1! <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />GARAGE DOOR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />RECESS <br />WALL W/ SYP <br />W <br />lu <br />Iu <br />I <br />No 2 STUDS SEE PLANS FOR <br />4/SECURE BT. PLATE TO SLAB W7 <br />W 8• <br />O N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />TO BE PT. PROVIDE OBL. TOP WEDGE ANCHOR <br />W = <br />a SECURED W/ 2- PART <br />WASHER SET IN HIGH STRENGTH <br />WASH STRENGTH <br />N 0 <br />2" CAPPED <br />K g EPDXY. MIN. EMBED <br />a I <br />PLATE <br />EPDXY 6-1/2" EMBED. MIN. � 18" OC <br />GALVANIZED PIPE <br />a 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE SASE <br />Q 0 FOLLOW ALL MANF. <br />'= <br />BTM AND TOP PLATE <br />CURB FOR <br />SPECIFICATIONS FOR <br />'o I <br />ANCHORS W/ 10d x 1 1Q" <br />MASONRY <br />S m USE AND <br />COMMON NAILS FILL ALL <br />UNITS SET <br />Z AT ELEV: <br />PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />p+ <br />0-0" <br />Z HOLE. <br />x 3" K SLAB SCHEDULE <br />SECURE FLANGE TO <br />W <br />JO <br />K <br />Q <br />SLAB W/(4)1/4"X21/4" <br />$ <br />[SEE <br />.- <br />TAPCONS <br />°� O' QO <br />TOP OF SLAB 4. <br />Q <br />RECESS AROUND GARAGE <br />=AND <br />_ <br />ULE <br />SIZE <br />NTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />7 6cALE:34"=1'-a' <br />(W/ UPLIFT) <br />5 <br />6 <br />LAP TOP PLATE A MIN. OF 48" <br />SCALE: 3/4"=1'-0' <br />SCALE: 114"=1'-0' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT <br />LAP TOP PLATE A MIN. OF 48" <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />AND NAIL W/ 16d COMMON <br />SLAB W/10d MASONRY <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />NAIL 16" O/C STAGGERED. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />ADDITIONAL METAL <br />SPACING REQUIREMENTS <br />CONNECTORS NOT <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />REQUIRED WHEN NO <br />to UPLIFT IS PRESENT. <br />WALL W/ SYP No 2 STUDS SEE <br />w <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />SCHEDULE <br />BTM. PLATE TO BE PT. <br />Y <br />Q <br />PROVIDE DBL. TOP PLATE <br />SLAB W/1 Od MASONRY NAIL <br />16" O/C STAGGERED. <br />t <br />[SEESLAII <br />ADDITIONAL METAL <br />U <br />TOP OF SLAB <br />CONNECTOR3N0T <br />v <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />K N <br />O <br />8" CMU WALL <br />c <br />•y� <br />• <br />- POURED LINTEL CONT. (TYP.) <br />.. <br />'gip•. 8"CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />. <br />I• <br />2X WALL FRAMING <br />• SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 6' <br />EQ. EQ. EE SCHEDULE <br />TOP OF SLAB <br />-'a• <br />Z <br />MINIMUM EMBEDMENT INTO <br />FOR VVxD, BAR SIZE <br />•' <br />"ISOLATED" COLUMN PAD <br />Ie <br />GROUTED CELL, 4" FROM ENDS AND <br />AND BAR QUANTITY <br />'•tle •• <br />•- • CENTERED UNDER WALL AND <br />�i.r <br />16" O.C. VERTICALLY MAX <br />INTERIOR CURB FOUNDATION WOOD WALL <br />.�e-. <br />8 <br />SEE SCHEDULE <br />FPOURE <br />OUNDATI^ONANDSICALLYWITH <br />SEE SCHEDULE <br />SCAlE.3/4"-1'-0 (NO UPLIFT) <br />FOR WxD, BAR SIZE <br />/ FOR VVxD, BAR SIZE <br />AND BAR QUANTITY <br />I <br />✓ AND BAR QUANTITY <br />L <br />t' VARIES B' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBLLLINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 60ALE (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />11 SCALE: 3/4"=l'-0' <br />y L` <br />Lu <br />U <br />SHOWER RECESS FOOTER <br />S12 <br />SCALE: V=V-0" <br />Ii I C T • <br />roue <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />V .ebdesigngroup,00m <br />AA #: OD03325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33S34 <br />PH: 8i"M2628 <br />FAX: 813.886-2802 <br />