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30" <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />g <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />° <br />CELL SEE PLAN FOR SIZE AND <br />¢_ d. <br />CELL SEE PLAN FOR SIZE AND <br />¢ 0- <br />SPACING REQUIREMENTS <br />0 <br />SPACING REQUIREMENTS <br />Lu <br />m U <br />w <br />1,.• '". <br />I _ <br />GARAGE DOOR <br />w RECESS <br />j <br />K <br />Q� <br />FM <br />n. <br />2 vJ Z <br />g <br />8" CMU WALL <br />N <br />O <br />Z <br />m — <br />8" CMU WALL <br />.- 0'-0° <br />. ° I , . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />IN FOUNDATION WITH 30" LEG EACH <br />- e WAY AT ALL CHANGES IN DIRECTIONS <br />Lu <br />w <br />w U <br />N 01 <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />tr�•�7^'� <br />- <br />IjLti/ <br />, MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />< <br />-VARIES <br />>I <br />I"' <br />MASONRY <br />° <br />EXT. PORCH SLAB <br /><., <br />4' CHAMFER (,5•� <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />TORY) <br />" <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />� o I :. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />' <br />UNITS SET <br />�=p, AT ELEV: <br />W/1/2" ISOLATION a <br />JOINT (WHERE • • <br />6" CHAMFER (2STORY) 18" <br />#4 Y4� <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />T <br />0'-0" <br />APPLICABLE) Z - <br />SEE SCHEDULE <br />JOINT (WHERE <br />a'` <br />• EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WXD, BAR SIZE <br />36 <br />APPLICABLE) <br />Z <br />" <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY #6 <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />v <br />EXTERIOR <br />MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:aa'=7 0" <br />U__'�EXTERIOR <br />@GARAGE SCALE:3/4"=7'-0" <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />VERIFYHEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. EIEI <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />PLAN <br />LAP TO OCCUR OVER STUD OF WALL <br />w <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />N NEW REINF, BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/2- PART <br />SPACING. SINGLE BTM. PLATE 1/2'k0" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />C <br />p, g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PLATE <br />EPDXY 5-1 /2" EMBED. MIN. 18" OC <br />SLAB V Od MASONRY <br />o <br />Q 0 FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL,6" O/C STAGGERED. <br />_ M SPECIFICATIONS FOR <br />tq <br />BTM AND TOP PLATE <br />ApDITIONAL METAL <br />SECURE FLANGE TO <br />2 USE AND <br />I <br />r m PREPARATION OF <br />ANCHORS W/,Od z 1 1/2" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLABWI(4) 1/4" X 2 1J4" <br />C0 HOLE, <br />COMMON NAILS FILL ALL N <br />V) UPLIFT IS PRESENT. <br />TAPCONS <br />Z <br />HOLES, DO NOT USE tOd w <br />w <br />m <br />x 3" Ir SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />,QQ <br />TOP OF SLAB _� a <br />TOP OF SLAB.; <br />4" CHAMFER (1-STORY) <br />- <br />6" CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:3a='-° <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />SCALE:3/4"=,'-o° (�//UPLIFT) <br />SCALE:3/4"=V-0" (NO UPLIFT) <br />SCALE:34"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d 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 />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL W/ SYP No 2 STUDS BEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/t Od MASONRY NAIL <br />w <br />I V O/C STAGGERED. <br />UEA <br />I <br />ADDITIONAL METAL <br />d <br />CONNECTORS NOT <br />p <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />M ? <br />"- 0'-0' <br />POURED LINTEL CONT. (TYP.) <br />; <br />8"CMU FILLED CELL (NPJ <br />+•'' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />.,la <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DI0. SIMPSON STB2 BOLTS 5" <br />Z <br />Z <br />— <br />m <br />MINIMUM EMBEDMENT INTO <br />UP —OF <br />TOP OF SLAB <br />. e� <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° ' CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />� <br />�v <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />WOOD WALL <br />,,, FOOTING AND COL. PADBLOCK <br />WALL CONNECTfON <br />(D_`�INT�ERIORFOUNDATION <br />3a"=''�' (NO UPLIFT) <br />"' <br />SCALE:34"=1'-0" <br />�1 SCALE: 3/4"=1'-0" <br />i44i N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32760 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.a bdeslgngrou p.com <br />L AA #: 0003325 <br />m <br />}R <br />bbb <br />y� <br />,gyp+ <br />i.. <br />L <br />i. <br />711 <br />stmDly do IAT <br />SILVERADO <br />LOT #48 <br />BLK #18 <br />PROJE <br />04128,0CT01-48181 <br />MODEI,t <br />4EAB <br />"1672-ARIA" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />