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3T <br />MIN. EACH WAY <br />- MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />}} <br />STEEL REINFORCING IN GROUTED <br />r[- <br />CELL SEE PLAN FOR SIZE AND <br />? SPACING REQUIREMENTS <br />3 CELL SEE PLAN FOR SIZE AND <br />a SPACING REQUIREMENTS <br />; I' <br />11 <br />5 <br />�� , . <br />'',rr <br />GARAGE DOOR <br />�� .L�4-.' <br />RECESS <br />w <br />FM <br />y <br />8"CMU WALL <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />m e' <br />IN FOUNDATION WITH 30" LEG EACH <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF 6LA8 <br />/ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I ° <br />CURB FOR <br />4 SEE SLAB SCHEDULE <br />4 BAR SIZE 48 BAR DIA. <br />EXT. PORCH BLAB 4" CHAMFER (1-STORY) <br />-., #3 18" <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB 4" CHAMFER IlSTORV <br />ILA <br />I�• ,ILL <br />'" v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�:0. AT ELEV: <br />12' ISOLATION < 6" CHAMFER (2-STORY) <br />JOINT <br />JOINT (WHERE • • #`I 24" <br />W/ ", ISOLATION S' CHAMFER (2-STORY) <br />a <br />0 0' <br />APPLICABLE) i SEE SCHEDULE #5 30" <br />JOINT (WHERE .v: <br />APPLICABLE) 4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#6 31- <br />z FOR W cD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />it AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42 <br />EXTERIOR MONO -FOOTING <br />r� EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:3/4"=i'fY' <br />SCALE"'"_''-°" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />S <br />4 <br />SCALE: 3/4"=,'-U' <br />SCALE: 3/4"=l'-0" <br />(1) 05 REBAR VERTICALLY W/ CONC. <br />A . POURED CELL <br />LAP TOP PLATE A MIN.MMOF 48" <br />o 8" CMU <br />h ,.�- <br />AND NAIL W/ 16d COON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />5 #4 REBAR 024" O.C. 0; CENTER OF <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />0 <br />2x4 OR 2x6 WOOD BEARING PROVIDEBLOCKING <br />YE mg! <br />L 5 <br />PED <br />WALL W/ SYP <br />No STUDS SEE PLANS FOR <br />x'O <br />GALVANI ED PIPE <br />O I <br />❑ NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />12"x9" WEDGE ANCHOR <br />W/FLANGE 0 BASE <br />a a SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />" <br />� 5 EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-12" EMBED. MIN. @ 16" OC <br />•, <br />4 <br />M <br />J a 8", LNG <br />SIMPSON SPH4 OR SPH6 MAX. <br />.'-4' <br />FOLLOW ALL MANF. <br />w <br />BTM AND TOP PA <br />ti I 4" CONC., REINF. W/ <br />SECURE FLANGE TO <br />SPECIFICATIONS FOR <br />m 1 U8E AND <br />BE <br />I <br />ANCHORS W/ 10LtlTE 1 x 1 /2" <br />Y 6"x6" #tO WWM ON <br />I <br />SLAB W/(4 1/4" X 21/4" <br />) <br />8 � OF <br />COMMON NAILS FILL ALL <br />F <br />w 6-MIL POLY ETHYLENE <br />TAPCONS <br />W 4' 4• HOLE. <br />HOLES, DO NOT USE 10d <br />VAPOR BARRIER ON <br />WELL -COMPACTED <br />I<y <br />x 3" rc SEE SLAB SCHEDULE <br />> CLEAN FILL TERMITE <br />O'll, <br />TREATMENT SHALL BE <br />a� <br />TOP OF SLAB <br />4 •: - BORA-CARE <br />. <br />' (2) CONT. #4 REBAR <br />HCHAMFER(1STORY) <br />4 �— <br />4 <br />(. <br />6" CHAMFER (2-STORY) <br />e' <br />' (2) #5 RESAR ON CHAIRS <br />Ira <br />2,000 PSF VIRGIN SOIL OR 95% <br />MIN. DEPTH INTO <br />EO , EQ. SEE SCHEDULE <br />FOR <br />BAR SIZEVIRGIN <br />OR ENGINEERED SOIL COMPACTED SOIL <br />V IL <br />SLAB HEIGHT LESS THAN 3'6' O PER PIAN <br />BOLLARD <br />5 scALE: 3/4•'=1•-0" <br />AND BAR QUANTITY <br />BAR <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHICFOUNDATIONSCALE <br />34"=,'D' (W/UPLIFT) <br />FOOTING Wt BLOCK WALL <br />1A <br />SCALE: 3/4"=1'-fY' <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />STEEL REINFORCING IN GROUTED <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD - OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />SLAB W/1 Od MASONRY <br />BTM. PLATE TO BE PT. <br />SLAB W/10d MASONRY NAIL <br />$ a <br />❑ <br />NAIL i6" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />16'O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />u <br />S � <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />o <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />SCHEDULE <br />SLAB SC <br />i` 0'p <br />'' W CMU FILLED CELL (TYP.) <br />- <br />b TOP OF SLAB <br />� �� <br />> <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />[SEE <br />TOP OF BLAB <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />TOPOFSLAB F.a• <br />? ® <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />- <br />. <br />b CENTERED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />°'• >t <br />POURED MONOLITHICALLY WITH <br />-��,F!��, <br />e <br />- -FOUNDATION AND SLAB <br />4 <br />SEE SCHEDULE <br />SCHEDULE <br />EQ. EQ. <br />FOR WtD, BAR SIZE <br />WtD, BAR SIZE <br />SEE SCHEDULE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />FOR W(D, BAR SIZE <br />AND BAR QUANTITY <br />1 <br />` <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />JU'y <br />INTERIOR FRAME BRG WALL TO <br />8 SCALE: 34'=1'-9' <br />(NO UPLIFT) <br />Q <br />SCALE: 3/4"=V-0" <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />10 <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />11 SCALE: <br />3/4"=1'-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abd•Bigngroup.com <br />L AA #: 0003326 <br />0 <br />Q <br />R <br />POOR ae LOT <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJECT* <br />04181.000-23091 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH M. co <br />