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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />rt — <br />FT —•" <br />,-. <br />a. <br />CELL SEE PLAN FOR SIZE AND <br />Sp ACING REOUIREMENTS <br />a <br />O <br />SPACING REQUIREMENTS <br />`, .•!> <br />v� <br />C <br />Lu <br />W <br />w� <br />F r� <br />1:• <br />GARAGE ODOR <br />RECESS <br />m <br />J <br />v -` <br />I FM <br />J <br />�O to ro Z <br />8" CMU WALL <br />O to <br />8" CMU WALL <br />1 .. CORNER BARS, SAME SIZE AS 8.4R <br />I <br />N W B' <br />W = <br />g <br />Z <br />m — <br />+- ' <br />I IN FOUNDATION WITH 3a' LEG EACH <br />Ll <br />M <br />+ <br />a I/�jl�' I WAY AT ALL CHANGES IN DIRECTIONS <br />00 <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... � ° SO THAT THE STEEL REINF. <br />'•I <br />... <br />� MATCH AMOUNT OF CONTINUOUS BARS <br />U US BARS <br />•) <br />CURB FOR <br />- <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />8AR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />#3 18" <br />EAT. PORCH SLAB <br />^I <br />• SEE SLAB SCHEDIAE TOP OF <br />4'• CHAMFER <br />• <br />I ILL <br />•' R. , j CONTINUOUS STEEL MONOLITHICUNITS <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />ASONRY <br />7p. AT ELEV: <br />W/ 1/2',SOLATION <br />JOINT Nh1ERE • <br />( <br />8" CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/7, ISOLATION <br />(1STORY) <br />I ( ) <br />l3 .. 6" CHAMFER 2STORY <br />APPLICABLE) 2: <br />SEE SCHEDULE <br />#5 3d' <br />JOINT (WHERE <br />APPLICABLE) <br />i <br />• i; EE SCHEDULE <br />a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS FLAYING <br />FOR WAD, BAR SIZE #6 36, <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARB PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO $, PROVIDE 2 BARS), UNO <br />#7 42' <br />iv <br />' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />SCALE: 3/4"=1'-d' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@GARAGE <br />4 <br />SCALE: 3/4"=1'-a' <br />SCALE: 3/4"=,'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ i6d COMMON <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, C O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WN PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />5 �j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATETOSLABW/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O 0. SECURED W/ 2, PART <br />SPACING. SINGLE BTM. PLATE 12'x9" WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE 845E <br />g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DSL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />8", UNO <br />g <br />PLATE <br />EPDXY 6-1/2" EMBED. MIN. ®18" OC <br />SLAB W/10d MASONRY <br />4 <br />G FOLLOW ALL MANF. <br />U8P S0 H4 OR SPTHS BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />M <br />= I SPECIFICATIONS FOR <br />N � <br />AND TOP PLATE ANCHORS W/ <br />ONAL TAL <br />SECURE FLANGE TO <br />= m USE AND <br />F- co PREPARATION OF <br />10d z 1 1/2" COMMON NAILS <br />CONKADDIT <br />CONNECTORSNOT <br />CTORS OT <br />REQUIRED WHEN NO <br />SLAB W/(4),/4" X 2111V <br />U' v HOLE. <br />FILL ALL HOLES, DO NOT USE (D <br />0) UPLIFT IS PRESENT. <br />TAPCONS <br />W It <br />10d x 3" W <br />w <br />SLAB SCHEDULIt E <br />< <br />SEE SLAB SCHEDULE <br />O� <br />[SEE <br />+ <br />TOP OF SLAB • <br />+ Q <br />TOP SLAB <br />,! <br />OF <br />4" CHAMFER (I -STORY) <br />6" CHAMFER(2STORY) <br />:e.��°. <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. SCHEDULE <br />BOLLARD <br />FOR WAD, BAR SIZEFOR <br />"_--SEE <br />WAD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCAlE:34"=1'-d' (W/ UPLIFT) <br />8 3CALE:34"=1'-d (NO UPLIFT) <br />SCALE:34"=1'-a' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ I- 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 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />� <br />WALL W/ SYP No 2 STUDS SEE <br />p <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />W <br />16" O/C STAGGERED. <br />m U <br />ADDITIONAL METAL <br />v a <br />CONNECTORS NOT <br />W U) <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />POURED LINTEL CONT. (7YP.) <br />'la. e" CMU FILLED CELL (TYP.) <br />�~ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I•" <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 725OSD BOLTS 5' <br />TOP OF SLAB <br />4• <br />Z <br />f <br />—�', <br />'ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />• <br />° • CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY MATH <br />°••� <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.:�----^�-3 <br />. <br />FOR WAD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />9 <br />10 <br />BLOCK WALL CONNECTION <br />SCALE:34"=r a' (NO UPLIFT) <br />SCALE: <br />11 SCALE: 34''=1'-a'00 <br />1 N. RONALD REA(UW BLVD. <br />LONOWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />1 <br />IL <br />mQ <br />C <br />O <br />exnmly ae 1101 <br />SILVERADO <br />LOT #9 <br />BLK #18 <br />P>to <br />4 28. 0 — 0 181 <br />1[OD1�I.t <br />4EBB <br />"1828—CALI" <br />OARAGZ OWEW( s <br />RIGHT <br />PAOI <br />DETAILS <br />V.150 MPH EXP. B <br />ROLl11lf A ABOUCKMM <br />L AR NO 93723 A <br />DnzmT w10/09/19 <br />SCAM 1/4"=1'-0" <br />IBM= <br />14. S1.1A <br />