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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />• p <br />Z <br />STEEL REINFORCING IN GROUTED'• <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q y <br />CELL SEE PLAN FOR SIZE AND <br />.•�y.. <br />• + ' o�" <br />a <br />SPACING REQUIREMENTS <br />w Y <br />C <br />SPACING REQUIREMENTS <br />�_ <br />�P'I'�•: .. '�.._ <br />GARAGE DOOR <br />mU <br />pap ? WI <br />. <br />: <br />(r <br />RECESS <br />co :1IL <br />a <br />• _ FMB" <br />J <br />O <br />N Z <br />ro <br />8" CMU WALL <br />O to <br />8" CMU WALL <br />o . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W w B" <br />O — <br />°p - Z <br />tO <br />IN FOUNDATION WITH 30' LEG EACH <br />I <br />W = <br />+- 0'-0" <br />' '' y�JI/!�� WAY AT ALL CHANGES IN DIRECTIONS <br />U co <br />'.','��� <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... -I ' SO THAT THE STEEL REINF. IS CONTINUOUS <br />. _ . //; <br />�' <br />• MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />: 6 - - ,• <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION �. <br />JL4 <br />. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />#3 18" <br />. • <br />. <br />- <br />EXT. PORCH SLAB <br />(-)VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER 1STORY <br />. I�� If <br />�+. <br />•' a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7=p" AT ELEV: <br />.' <br />JOINT(WHERE " <br />6"CHAMFER (2STORY) <br />#4 24",•� <br />W/ 1/2" ISOLATION <br />6" CHAMFER (2-STORY) <br />•• <br />0'-0' <br />APPLICABLE) z <br />SEE SCHEDULE <br />JOINT (WHERE • <br />APPLICABLE) Z <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR VJxD, BAR SIZE <br />88 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />^ <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE: 3l4'=1'-0" <br />2 SCALE: 314'�t'-0" <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4'�1'A" <br />SCALE: 3/4"=1'-0" <br />Z <br />(1)#6 REBAR VERTICALLY W/ CONC. <br />M. U <br />POURED CELL <br />0 h <br />to <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ COMMON <br />a <br />#4 REBAR (924" O.C. 0 CENTER OF <br />S, 4'01C BTM VERIFY HEIGHT <br />g <br />LAP O OCCUR OVER STUD OF WALL W/ PLAN <br />OSLAB <br />a <br />i <br />W <br />214 OR Dt6 WOOD BEARING PROVIDE BLOCKING <br />v ONzU <br />5' <br />W <br />w <br />WALL W/ SYP <br />I r <br />2" CAPPED <br />> NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />O a. SECURED W12- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'W" WEDGE ANCHOR W/2' <br />W/FLANGE 0 BASE <br />a S I EPDXY. MIN. EMBED <br />TOPLATE BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />'` 4• <br />• <br />b <br />gg 8, UNO <br />4 a FOLLOW ALL MANF. <br />EPDXY 5-1/2" EMBED. MIN. 16" OC <br />N <br />IV' CONC., REINF. W/ <br />M <br />m 0' SPEGFICATIONS FOR <br />/n w <br />SIMPSON SPH4 OR SPH6 MAX. <br />BTM AND TOP PLATE <br />1-. <br />S <br />• f k6" #10 WWM ON <br />MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />m N USE AND <br />I <br />F PREPARATION OF <br />ANCHORS W/ 10d x 1 1f2" <br />y <br />S0 W <br />VAPOR BARRIERL N <br />SLAB W/(4) 1/4" X 21/4" <br />O HOLE. <br />COMMON NAILS FILL ALL N <br />= Q <br />• '-0" <br />WELL -COMPACTED <br />TAPCONS <br />Z <br />HOLES, DO NOT USE 10d W <br />>� <br />CLEAN FILL TERMITE <br />c 0�0} <br />x 3" w SEE SLAB SCHEDULE <br />Q <br />TREATMENT SHALL BE <br />M <br />A S" BORA-CARE <br />SLAB <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />�6" <br />CHAMFER (2STORY)(2) <br />#5 REBAR ON CHAIRS12"MIN. <br />=AND <br />DEPTHINTO Z ir <br />2,000 PSF VIRGIN SOIL OR 95%ULE <br />VIRGIN OR ENGINEERED SOIL <br />"'' <br />COMPACTED SOILSLAB <br />SIZE <br />HEIGHT LESS THAN 3-6' U <br />pER PLAN <br />BOLLARD <br />ADDING BAR TO <br />NTITY <br />EXTERIOR MONO DEEP <br />SCALE: 3/4"=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />W/ BLOCK WALL <br />6 SCALE:3/4"=1'1Y' ' <br />scALE:3/a"=ro" (W/ 11PLIFT) <br />&FOOTING <br />SCALE: 3/4"=T-9' <br />LAP TOP PLATE A MIN. OF 48' ----may <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C STM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' — <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />g <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />< a <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />p <br />NAIL 16' O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10tl MASONRY NAIL <br />m <br />ADDITIONAL METAL <br />i6' O/C STAGGERED. <br />ADDITIONAL METAL <br />� 0. <br />R <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />O 8" CMU WALL <br />N UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />o ? <br />POURED LINTEL CONT. TYP. <br />W <br />SLAB SCHEDULE <br />8"CMU FILLED CELL (TYP.))SEE <br />TOP OF SLAB <br />; <br />SLAB SCHEDULE <br />2XWALLFRAMING <br />WITO.C. <br />0'-0"SEE <br />TOP OF SLAB .' <br />SEE SLAB SCHEDULE <br />1/1'DIA. SIMPSON STB2 BOLTS B' <br />,'e <br />+_MINIMUM <br />EMBEDMENT INTO <br />TOP OF SLAB <br />'ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />4 iCENTERED UNDER WALL AND <br />VERTICALLY MAX <br />•'� <br />POURED MONOLITHICALLY WITH <br />• <br />FOUNDATION AND SLAB <br />,� a• • <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR VVxD, R SIZE <br />EQ. EQ. <br />EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />y/AND BAR QUANTITY <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />$ INT)ERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />9 BDALE:3/4"=,'�' (NO UPLIFT) <br />10 FOOTING AND COL. PAD <br />SCALE:3/4"=1'-0" <br />�� BLOCK WALL CONNECTION <br />1 1 SCALE: 3/4'T-T <br />LE:3'4"=T- (NO UPLIFT) <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407.7744078 <br />www.abdeslgngroup.com <br />I` AA M. 0003325 <br />ID <br />Q <br />y <br />6 <br />eUnDrv. ee LOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK• #7 <br />Pito"T <br />04181.00 -19071 <br />UODZU <br />4EBB <br />"1828-CAlf <br />UARAGE BWEN - <br />RIGHT <br />PAGES: <br />DETAILS <br />160 MPH EXP. C <br />AA <br />NO <br />Itmmm <br />Dw5/08/21 <br />BCArX: 1/4"=1'-0" <br />Bloc= <br />St. IA <br />