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3D• <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />I <br />2 <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 />v <br />d} <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />�P.I •: <br />GARAGE DOOR <br />til <br />m V <br />W <br />••. <br />1 <br />RECESS <br />O <br />a <br />L <br />Q <br />v <br />FM <br />•, <br />g 7 <br />- Z <br />8" CMU WALL <br />O CO) <br />8" CMU WALL <br />.. CORNER BARS, SAME SIZE AS BAR <br />I <br />W 2 9- <br />O <br />8f <br />m <br />i- 0'-0" <br />FOUNDATION WITH 30" LEG EACH <br />- � J <br />N U <br />w o'-0 <br />- - TOP OF SLAB <br />� � WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />I ... 50 THAT THE STEEL REINF. IS CONTINUOUS <br />fD <br />TOP OF SLAB <br />- <br />• - <br />I _ . MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />CURB FOR <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4' CHAMFER (1STORY) <br />18" <br />• <br />EXT. PORCH SLAB <br />-VARIES <br />.° SEE SLAB SCHEDULE TOP OF GARAGE <br />' v I • .lu CONTINUOUS STEEL MONOLITHIC <br />- • FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7;p. AT ELEV. <br />ISOLATION <br />_.., <br />JOINT(NMERE • • <br />6" CHAMFER (2-STORY) <br />#4 24" <br />W! 10 ISOLATION <br />4" CHAMFER (1STORY) <br />, 5'CHAMFER (2STORY)• <br />0'-O' <br />APPLICABLE) Z <br />SEE SCHEDULE �., <br />JOINT (WHERE <br />, •: <br />° EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WxD, BAR SIZE „ <br />APPLICABLE) <br />Z <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />r <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42' <br />iv <br />�1EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=1'-0" <br />scALE:314••=,•o• <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />(D2D2OgOR OPENING <br />SCALE: 3/4"=T-0" <br />SCALE: 314f'=,'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/,6d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4•' Q/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W7 SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />j 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 <br />12^z9' WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL 70P PLATE SECURE PLATE f0 <br />Q 8", LINO <br />- <br />PLATE <br />EPDXY 5-12' EMBED. MIN. 15' OC <br />0d' <br />SLAB W710d MASONRY <br />b <br />Q O FOLLOW ALL MANE. <br />SIMPSON SPH4 SPH6 MAX,ADDITIONAL <br />NAIL 15' O1C STAGGERED. <br />io <br />= SPECIFICATIONS FOR <br />METAL <br />fn a <br />USE AND <br />I <br />LA <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />m <br />L=- PREPARATION OF <br />ANCHORS WI tOd z 1 12' <br />REQUIRED WHEN NO <br />SLAB W/(4)1/4" X 21/4" <br />U' HOLE. <br />COMMON NAILS FILL ALL U) <br />u) UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />HOLES, DO NOT USE 10CI W <br />W <br />z3, SEE SLAB SCHEDULE <br />Ir SEE SLAB SCHEDULE <br />t9i p QO} <br />T a-n' <br />,P <br />TOP OF <br />° <br />4"CHAMFER(1STORY) <br />. • <br />6" CHAMFER (2-STORY) <br />°.�— <br />Vie_ , <br />a <br />EQ. EQ. EE 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 />�`� �4='•�. <br />MONOLITHIC FOUNDATION <br />_, INTERIOR CURB FOUNDATION WOOD WALL <br />CURB FOUNDATIONWOODWALL <br />6 <br />scALE:3'4"=r-a• (W/ UPLIFT) <br />$INTERIOR <br />sca-E:3/4"=r-a' (NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W116d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4•' Or 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 />20OR 2z6 WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Q Bl <br />m <br />16"On STAGGERED. <br />ADDITIONAL METAL <br />U <br />Q. <br />ti <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0 <br />S' CMU WALL <br />UPLIFT IS PRESENT. <br />� Z <br />_ '- 0-0'' <br />POURED LINTEL CONT. (TYP.) <br />' ;: <br />' 8' CMU FILLED CELL (TYP.) <br />: <br />.. _ TOP OF SLAB <br />"—' <br />SEE SLAB SCHEDULE <br />. I•. _ <br />/ - <br />2X WALLFRAMING <br />ti <br />SEE SLAB SCHEDULE <br />12• DIA SIMPSON STB2 BOLTS 5' <br />0�• <br />Z <br />♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB°• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4•' FROM ENDS AND <br />• <br />•- • <br />ro <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />15' O.C. VERTICALLY MAX <br />°• f <br />• . <br />-- - - FOUNDATION AND SLAB <br />- LE <br />SEE SCHEDULE <br />. �--�• <br />3 . R WxD AR SIZE <br />FOR BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />BAR <br />AND BAR QUANTITY <br />I, <br />x <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />6DALE:34=,'-0" (NO UPLIFT) <br />10 <br />SCALE:34"=1'1Y' <br />11 SCALE: 31V=T-W <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />www.•bdeslgngroup.com <br />L AA#: 0003325 <br />Q <br />a9p�� <br />O <br />BUBDIV. ae L <br />SILVERADO <br />L25O <br />T <br />BLK 18 <br />PROJECTO <br />04128.002 25181 <br />MODW.0 <br />4EBB <br />"1828—CALI" <br />GARAGE 811MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA 04/OB/20 <br />SCALE: 1/4"=1'-0" <br />88EET <br />S1.1A <br />