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30" <br />MIN. EACH WAY <br />• <br />-- MONOLITHIC FOOTING <br />Z }} <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />111 <br />° <br />• 0 a <br />}r <br />SPACING REQUIREMENTS <br />P— <br />q W <br />A L' <br />m 0 Ww_. <br />< <br />{---� <br />o <br />c <br />GARAGE DOOR <br />RECESS <br />a <br />FM <br />aJa <br />N <br />S' CMU WALL <br />O N <br />8" CMU WALL <br />I <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I ° <br />W W <br />B' <br />O <br />Z <br />a -a' <br />e' I, <br />"'III <br />IN FOUNDATION WITH 3a' LEG EACH <br />e WAY ALL <br />w Ux <br />• - TOP OF SLAB <br />AT CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />Vt <br />TOP OF SLAB <br />_ ,. <br />: <br />- <br />,I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I <br />• a <br />PORCH SLAB <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1STORY) <br />P-R •FOOTING <br />EXT. PORCH SLABW/1fY'ISOLATIONW/1/2OLP:TtON ILA <br />VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />o. la CONTINUOUS STEEL MONOLITHIC <br />°.,v.EXT. <br />I <br />REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />" l=p. AT ELEV:8"CHAMFER(2STORY) <br />JOINT (WHERE < j�q <br />LASE <br />! <br />6"CHAMFER (2STORV)a <br />0'-a' <br />APPLICABLE) i <br />M#31811 <br />SEE SCHEDULE <br />J-T <br />•: 0 <br />APPLICBLE).WHEN <br />EE SCHEDULE <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />36 <br />FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />sCALE:34'"_''� <br />2 @GARAGE sCALE:34"=''°" <br />3 <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-a' <br />Z <br />(i) #5 REBAR VERTICALLY W/ CONIC. <br />U <br />POURED CELL <br />Q <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />tall <br />AND NAIL W118d COMMON <br />G a <br />#4 REBAR 024" O C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />wm S <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />0� <br />w <br />ZaQ za <br />> <br />w <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />(a <br />5' <br />0(L I <br />WALL W/SYP <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />SECURED W/ 2- PART <br />it 5 <br />SPACING. SINGLE BTM. PLATE <br />1/2)c9" WEDGE ANCHOR W/Z' <br />- <br />Z' CAPPED <br />a EPDXY, MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />° <br />GALVANIZED PIPE <br />: O <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 16" OC <br />e , <br />W/FLANGE @ BASE <br />FOLLOW ALL MANF. <br />= 0 SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX- <br />iv <br />4" CONC., REINF. W1 <br />USE AND <br />I <br />BTM AND TOP PLATE <br />. Y 'x6" #10 WWM ON <br />PREPARATION OF <br />ANCHORS W/ tOd x 1 1 2" <br />S <br />W <br />6-MIL POLY ETHYLENE <br />- <br />Ly <br />O HOLE. <br />COMMON NAILS FILL ALL to <br />_ O <br />w <br />VAPOR BARRIER ON <br />-d, <br />IJ <br />z fY <br />HOLES, DO NOT USE 10d W <br />WELL -COMPACTED <br />SECURE FLANGE TO <br />x 3" ( SLAB SCHEDULE <br />j <br />e CLEAN FILL TERMITE <br />SLAB W/(4)1/4" X 2 114' <br />g O} <br />6 <br />I TREATMENT SHALL BE <br />BORA-CARE <br />TAPCONS <br />O'Q� <br />[SEE <br />.P <br />TOP <br />OF SLAB <br />- (2) CONT. #4 REBAR <br />4" CHAMFER (I -STORY) <br />• <br />f <br />6" CHAMFER (2-STORY) <br />a �.• <br />•,' (2)#5 REBAR ON CHAIRS <br />Z W <br />12" MIN. DEPTH INTO IWy <br />2,000 PSF VIRGIN SOIL OR 95%VIRG <br />COMPACTED SOIL <br />EQ. EQ. SEE SCHEDULE <br />SD, <br />OR SOIL g > <br />OU <br />FORE BAR SIZE <br />SLAB HEIGHTN LESS TH <br />SLAB HEIGHT LESS THAN 3'�8" � <br />PER PLAN <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />J <br />V <br />SCALE: 3/4"=1'-U' (W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:34"=1'0 <br />SCALE:34''=1'-0 <br />1 A <br />SCALE: 3/4"=l'-T <br />LAP TOP PLATE A MIN. OF 49' <br />_71 <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" 01C BTM. <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 />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING <br />WALL Al SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING <br />_ OF WALL WI PLAN <br />PROVIDE BLOCKING <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />Q ^ <br />a <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />SLAB W110d MASONRY NAIL <br />0 <br />K TIG <br />NAIL 16" O/C STAGGERED. <br />16" 01C STAGGERED. <br />QQ <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />m U <br />REQUIRED WHEN NOEIL <br />REQUIRED WHEN NO <br />w (D <br />W UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />O <br />8"CMU WALL <br />Z <br />'- -a <br />RED LINTEL CONT. (TVP.) <br />SLAB SCHEDULE <br />8" CMU FILLED CELL (TYP.) <br />• <br />- I° TOP OF SLAB <br />[SEE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />WPOU <br />1R" DIA SIMPSON STB2 BOLTS S' <br />a <br />TOP OF SLAB <br />-a• <br />Z z <br />♦ <br />MINIMUM EMBEDMENT INTO <br />fie_ . _ • a _, a"ISOLATED' <br />COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />•' • <br />° CENTERED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />• <br />POURED MONOLITHICALLY WITH <br />#� <br />e <br />FOUNDATION AND SLAB <br />SEE SCHEDULEFi <br />a <br />SEE SCHEDULE <br />EQ. EQ. ----SEE SCHEDULE <br />SIZE <br />FOR WXD, BAR SI <br />_ / FOR v—, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />scALE:3/a"=1'-a' <br />(NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 — <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />scAL :aa'=1'-a' (NO UPLIFT) <br />SCALE:34"=1'-0 <br />11 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32760 <br />PH: 407-774,6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />A <br />64 <br />t!f <br />W <br />00 <br />IP <br />SU13DIV. ae IATBBOTT PARK <br />LOT #32 <br />BLK #12 <br />ROJECT <br />04181.000-32121 <br />MODEEc <br />3EEB <br />"2260—EISTON" <br />GARAGE SWINC;: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />