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W <br />MIN. EACH WAY <br />C <br />MONOLITHIC FOOTING <br />y <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED.. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS' <br />r[f <br />' '••� ►� <br />• <br />d <br />S <br />REQUIREMENTS <br />' .{(—�� .�.� <br />�i • <br />GARAGE DOOR <br />P �F <br />RECESS <br />j FM <br />•, <br />" <br />6zi <br />8"CMU WALL <br />W CMU WALL <br />� CORNER BARS, SAME SIZE AS LARGER BAR <br />•' I <br />I <br />° <br />IN FOUNDATION WITH 30" LEG EACH W <br />WAY AT ALL CHANGES IN DIRECTIONS <br />y <br />• TOP OF SLAB <br />TOP OF SLAB <br />• <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />...—.ter_—.. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />?Ir CURB FOR <br />• ° <br />EXT. PORCH SLAB <br />`. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />CHAMFER (I -STORY) <br />18„ <br />• A <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE" TOP OF GARAGE <br />s. I� • CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />SONRY <br />UNITS SET <br />/; AT ELEV: <br />p <br />W/ 1/2" ISOLATION <br />^ <br />JOINT <br />6" CHAMFER (2-STORY) <br />24" <br />W/ 1Y2" ISOLATION <br />4" CHAMFER (I -STORY) <br />( ) <br />6' CHAMFER (2-STORY) <br />0'-0" <br />(WHERE # �'! <br />JOINT (ABLE) <br />APPLICABLE) z <br />SEE SCHEDULE 30' <br />APPLICABLE) <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />s <br />FOR WxD, BAR SIZE <br />36 <br />I <br />FOR WvD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />@., <br />AND BAR QUANRIY <br />AND SAR OUANTT' <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />41' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />n <br />2 <br />CORNER BARS DETAIL <br />SCALE:3/4"=1'-0' <br />@ GARAGE <br />SCALE:34"=1'-0 <br />(D222R��SCALE: <br />3/4"=t'-(Y' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />2w <br />� <br />8"CMU <br />AND NAIL W/ iBd COMMON <br />o <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />95 <br />#4 REBAR ®24" O.C. @ CENTER OF <br />9 <br />SLAB <br />SEARING PROVIDE BLOCKING <br />� g i <br />I <br />WALL W SYPOOD <br />Q ic' <br />5 <br />NEW REINF. BAR <br />SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />I <br />2" CAPPED <br />y EPDXY. MIN. EMBED <br />] <br />1/2'k5' WEDGE ANCHOR W/2' <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />GALVANIZED PIPE <br />80, UNO <br />--II 4 <br />PLATE <br />EPDXY 5-tY2" EMBED. MIN. ®16' OC <br />a <br />W/FLANGE BASE <br />i D FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH64/F MAX. <br />BTM AND TOP PLATE <br />4 <br />USE AND <br />; I <br />rr <br />4" CONC., REINF. W/ <br />' ' <br />4 <br />rn <br />i PREPARATION OF <br />ANCHORS WI 10d x 1 12" <br />• .1 "k6" #10 W WM ON <br />a• a• <br />'� HOLE. <br />COMMON NAILS FILL ALL <br />IL POLY ETHYLENE <br />HOLES, DO NOT USE 10d N <br />" <br />VAPOR BARRIER ON <br />SECURE FLANGE TO <br />x 3" SEE SLAB SCHEDULE <br />g <br />.F� <br />WELL -IL fa <br />SLAB WI(4)1/4" X 2114' <br />o O <br />'S <br />3 <br />CLEAN ILL TERMITE <br />.• CLEAN FILL TERMITE <br />11 TREATMENT SHALL BE <br />TAPCONS <br />.Q• <br />0, „ <br />TOP OF SLAB <br />4S' BORA-CARE <br />u <br />4"CHAMFER (,STORY)-�'• <br />(2) CONT. #4 REBAR <br />6" CHAMFER (2-STORY) <br />f <br />• � <br />° (2) #5 REBAR ON CHAIRS <br />17' MIN. DEPTH INTO ��u <br />VIRGIN OR ENGINEERED SOIL H6 <br />2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTED SOIL <br />ADDING BAR TO <br />EQ. EQ. SEESCHEDULE <br />IZE <br />AND MR QUANm <br />u <br />SLAB HEIGHT LESS THAN 3'8 <br />PER PLAN <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR <br />MONO DEEP <br />C <br />5 <br />C <br />V SCALE: 3/4'=1'-0" <br />- <br />3/4"=1'-0" <br />SCALE: 3/4'=t'-0 <br />SCALE: <br />(W/ UPLIFT) <br />FOOTING <br />W/ BLOCK WALL <br />1 A <br />SCALE: 3!4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />OF WALL W/PLAN <br />LAP TOP PLATE A MIN. OF 46' —may <br />AND NAIL COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />20 OR 26 WOOD BEARING <br />PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL Wt SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W110d MASONRY NAIL <br />NAIL 18" O/C STAGGERED. <br />16' O/C STAGGERED, <br /># J <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />O " <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />6' CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />+-0'0,; <br />8" CMU FILLED CELL(TYP.) <br />SEE SLAB SCHEDULE <br />WALL FRAMING <br />-�-' <br />'''''''��""' ' . TOP OF SLAB <br />/.. • <br />+- 0' <br />SEE SLAB SCHEDULE <br />, ,. <br />f <br />12" DIA. SIMPSON STB2 BOLTS 5' <br />f2 <br />TOP OF SLAB .' <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />'d <br />TOP OF SLAB <br />_i <br />= i • "ISOLATED" COLUMN PAD <br />GROUTED ENDS AND <br />♦ . �_ °' <br />to ° ' CENTERED UNDER WALL AND <br />6' OA. VERTICALLY MAX <br />.�3 <br />T� POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />' A •� <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR V&D, BAR SIZE <br />EO. EQ. SEE SCHEDULE <br />FOR mo, MR SIZE <br />AND BAR QUANTITY <br />1 AND BAR OUANTT' <br />. <br />FOR W%D, BAR SIZE <br />*I <br />AND BAROUANTTTY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />r.--�INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION <br />SCALE: 3/4"=1'-0" <br />WOOD WALL <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />10 SCALE: <br />BLOCK WALL CONNECTION <br />�CALE: 3/4'=1'-0" (NO UPLIFT)3/4'=1'-�' (NO UPLIFT) <br />1441 N. RONALD REAGAN SL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.eom <br />L AA #: 0003325 <br />i <br />r <br />G <br />e$o <br />4 <br />aysniv. as LOT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #13 <br />PROJSCT1T�p <br />04181.000-03131 <br />MODR i <br />3EFB <br />"2447- ROBIE" <br />GARAGE SwIING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />.: . <br />FPAWT DATE:06/14/21 <br />SCAta: 1/4" = f-0" <br />SIMMET <br />S1.1A <br />