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3a <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />_ STEEL REINFORCING IN GROUTED <br />i <br />CELL SEE PLAN FOR SIZE AND <br />�`••—Q r — ' — <br />• 1 •�y <br />- SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />y : <br />P'— <br />�' <br />�- <br />�.(-.-t•.."._. T!—. • <br />GARAGE DOOR <br />RECESS <br />FM <br />No <br />8"CMU WALL <br />B"CMU WALL <br />• . I CORNER BARS, SAME SIZE AS LARGER BAR <br />B' <br />b = <br />IN FOUNDATION WITH 30" LEG EACH <br />w m <br />TOP OF SLAB <br />.0 WAY AT ALL CHANGES IN DIRECTIONS <br />I ... • SO THAT THE STEEL REINF. IS CONTINUOUS <br />•" <br />70P OF BLAB <br />_ MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />CURB FOR <br />j/'�/�—•--'�� <br />•L <br />• SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />#3 18..EXT. <br />I•I <br />• • SEE SLAB SCHEDULE TOP OF GARAGE <br />-FCTING <br />PORCH SLAB 4"CHAMFER <br />' (•I• I� <br />•"a. CONTINUOUS STEEL MONOLITHIC <br />REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />AT ELEV: <br />Wl1YY' ISOLATION 6' CHAMFER (25TORY) <br />(WHERE • #4 24" <br />(1STORY)! W/ 1/7'SIONJOINT <br />Il., 6" CHAMFER (2-STORY) <br />APPLICABLE) i SEE SCHEDULE #5 30" <br />JOINT (WHERE ; •T4 <br />APPLICABLE 4. SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 FOR MID, BAR SIZE <br />AND BAR QUANTT' #6 36" <br />z FOR MO. BAR SUE <br />2 <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />@ GARAGE SCALE: 3/4"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3f4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONIC. <br />w POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />o 8" CIA <br />AND NAIL W/ 16d COMMON <br />m <br />VERIFY HEIGHT <br />#1 REBAR @24" O.C. @CENTER OF <br />LAP O CCCUR OVER STUD OF WALL W/ PLAN <br />SLAB <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2 gw <br />f <br />WALL W/ SYP <br />o icy 5' <br />Q <br />7' CAPPED <br />NEW REINF. BAR <br />a'm <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />SECURED W/2- PART <br />a <br />SPACING. SINGLE STM. PLATE 1f29c9" WEDGE ANCHOR W/ 2' <br />W/FLANGE 0 BASE <br />°- I EPDXY. MIN. EMBED <br />5 <br />TO BE PT. PROVIDE DEL. TOP <br />WASHER SET IN HIGH STRENGTH <br />' <br />5 B", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 0 16' C <br />• • °� <br />n <br />i Q FOLLOW ALL MANF. <br />SIMPSON SPH SPH6 MAX. <br />' <br />§ <br />w SPECIFICATIONS FOR <br />FOR <br />BTM AND TOP PLATE <br />V y ,. 4" CONIC., REINF. Wf <br />_ USE AND <br />I <br />ANCHORS W/ 10d x 1 1/I' <br />ON <br />SECURE FLANGE TO <br />PREPARATION OF <br />p C 4• <br />COMMON NAILS FILL ALL <br />l MIL POLY ETHYLENE <br />' <br />w w VAPOR BARRIER ON <br />SLAB W/(4)1/4" X 21/4" <br />TAPCONS <br />HOLE, <br />HOLES, DO NOT USE 10d w <br />i < <br />EI A, • J•a <br />ri WELL -COMPACTED <br />x 3' SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />TREATMENT SHALL BE <br />[. <br />BORA-CARE <br />`Q¢ <br />TOP OF SLAB 2 <br />• : : " (2I CONT. #4 REBAR <br />4" CHAMFER (1-STORY) <br />•: <br />f <br />6' CHAMFER (2-STORY) <br />a.�� <br />4 (2) #5 REBAR ON CHAJRS <br />. • i . •,�. <br />12" MIN. DEPTH IN70 z e 2,000 PSF VIRGIN SOIL OR 95% <br />IRGIN OR ENGINEERED 301E m� COMPACTED SOIL <br />VIZE <br />eQ. EQ. SEE SCHEDULE <br />SLAB HEIGHT LESS THAN 3'$" pER PLAN <br />BOLLARD <br />AND BAR QUANFOR MID, MR TITY <br />C <br />J <br />ADDING BAR TO <br />EXTERIOR MONO DEEP <br />3°ALE 3/°"=''�" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING W/ BLOCK WALL <br />6 <br />3QALE 3/4"=''-°" /W/ UPLIFT <br />1A <br />SGALE: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. 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 <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <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 />PROVIDE DEL, TOP PLATE SECURE BT. PLATE TO <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2 <br />a <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT, SECURE BT. PLATE TO <br />PROVIDE OBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />m <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />r <br />UPLIFT IS PRESENT. <br />+-0'-0" <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />�� 8"CMU FILLED CELL(TYP.) <br />: ♦" <br />' +-�+TOP OF SLAB <br />SLAB SCHEDULE <br />2XWALLFRAMING <br />+'D.SEE <br />BEE SLAB SCHEDULEMINIMUM <br />1f2" DIA SIMPSON STB2 BOL 570P <br />OF SLAB ..�: , <br />+ 0 0 <br />i ,... <br />EMBEDMENT INTO <br />• <br />TOP OF SLAB'4• <br />g "ISOLATED" COLUMN PAD <br />ENDS AND <br />GROUTED CELL, 4" FROM EN <br />4 `` • 4.� <br />TERED UNDER WALL <br />16' O.C. VERTICALLY MAX <br />• <br />♦y,-� <br />• <br />POCE <br />URED MO OLITH CALLYNWITH <br />�♦ <br />• FOUNDATION AND SLAB <br />A • J <br />n <br />SEE SCHEDULE <br />SEE SCHEDULE <br />r�+-e-#-"-•�+j- <br />FOR MD, BAR SIZE <br />Ea. EQ, SEE SCHEDULE <br />FOR MD. BAR SIZE <br />AND BAR QUANTITY <br />./ AND BAR QUANTITY <br />,AL <br />FOR MD, BAR SIZE <br />AND BAR QUAN,ITY <br />COMBINED EXTERIOR MONO— <br />INTERIOR FRAME BRIG WALL TO <br />Q INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />9 SCALE: 3/4"=l'-0" <br />UPLIFT <br />�„ FOOTING AND COL. PAD <br />1 V SCALE: 3/4"=1'-0" <br />BLOCK WALL CONNECTION <br />11 <br />SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />(NO <br />SCALE 3/4"=1'-0" <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />P <br />� <br />YYYY� <br />uW <br />OU33DIV. & LOT: <br />ABBOTT PARK <br />IP <br />LOT #27 <br />BLK #7 <br />PROJECT <br />04181.00 —27071 <br />DLODEL <br />4EAB <br />"1672—ARIA" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />DETAILS id <br />MPH EXP. <br />JUN <br />DATE: 06/14/21 <br />8CALE: 1/4"=1'-0" <br />MEMET <br />S1.1A <br />