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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />g <br />^ <br />STEEL REINFORCING IN GROUTED <br />° � <br />CELL SEE PLAN FOR SIZE AND <br />Q 0- <br />O <br />P <br />CELL SEE FOR SIZE AND <br />SPACING REQUIREMENTS:_ <br />v <br />�� • v <br />SPACING REQUIREMENTS <br />v_ . <br />:.. <br />GARAGE DOOR <br />w <br />V <br />w <br />T`. •s <br />lv <br />RECESS <br />m J <br />a <br />U <br />a <br />a <br />..� . s FM <br />.o <br />O <br />to <br />Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />. CORNER BARS, SAME SIZE AS BAR <br />I <br />Lu W <br />6• <br />O <br />o <br />? <br />IN FOUNDATION WITH 30" LEG EACH <br />;•I, <br />w U <br />+ <br />• WAY AT ALL CHANGES IN DIRECTIONS <br />W V) <br />TOP OF SLAB <br />TOP OF SLAB <br />I .. SO THAT THE STEEL REINF, IS CONTINUOUS <br />- <br />— � � <br />V RIESAGE <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />° <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIN. <br />4" CHAMFER (1STORY) <br />N3 ,B' <br />° <br />EXT. PORCH SLAB <br />- <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />• ' <br />4"CHAMFER <br />ICI,° <br />'-'v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />' <br />Z=p. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ i/2"ISOLATION,, ° <br />JOINT (WHERE • • <br />6"CHAMFER (2STORY) <br />#4 24 <br />W/ 12" ISOLATION <br />(iSTORY) <br />Le --', 6" CHAMFER (2STORY) <br />.: <br />0'-0" <br />APPLICABLE) Z <br />SEE SCHEDULE �" <br />JOINT (WHERE <br />APPLICABLE) <br />c EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE 38" <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 46" <br />EXTERIOR <br />MONO -FOOTING <br />TERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scaE:3<"=1'-0 <br />GA <br />SCALE: <br />GARAGE <br />NER BARS DETAIL <br />DOOR OPENING <br />(D_� <br />4 <br />SCALE: 3'4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />Lu <br />LL' <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING <br />WALL Wl SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />GALV�ANEZED PIPE <br />a g EPDXY. MIN. EMBED <br />( <br />WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DBL. TOP <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />W/FLANGE @ BASE <br />6", LINO <br />WASHIr2W <br />PLATE WASHER SET IN HIGH STRENGTH <br />SLAB WI10d MASONRY <br />— <br />a FOLLOW ALL MANF. <br />EPDXY 5-1/2"EMBED. MIN. 0 16" OC <br />NAIL 16" O/C STAGGERED. <br />= SPECIFICATIONS FOR <br />SIMPSON SPH4 SPH6 MAX <br />ADDITIONAL METAL <br />Fri <br />= I USE AND <br />LA <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />F PREPARATION OF <br />ANCHORS W/,Od x 1 12" <br />REQUIRED WHEN NO <br />SECURE FLANGE TO <br />U" HOLE. <br />COMMON NAILS FILL ALL N <br />/n <br />UPLIFT IS PRESENT. <br />SLAB W/(4) 1/4" X 2 i/4" <br />, DO NOT USE 10d w <br />W <br />TAPCONS <br />-}, <br />x T' SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />R 4¢o <br />a <br />a <br />.Q¢ <br />71CHAMFER <br />TOP OF SLAB .. <br />TOP OF SLAB <br />(iSTORY) <br />° • <br />6" CHAMFER (2-STORY) <br />a.�.. <br />�_ <br />e <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />5 <br />SCALE:34"=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />6 <br />7 SCALE: 3/4"=1'-0" (W/ UPLIFT) <br />8 SCALE: 3/4"=V-0" <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />Q ^ <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />C, <br />PROVIDE DBL, TOP PLATE <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />C <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />+- 0'-w <br />z0' 8" CMU FILLED CELL (TYP.) <br />,_ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />.I• <br />12" DIA. SIMPSON ST82 BOLTS 6" <br />+- 0.0- <br />z <br />SEE SIAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a• <br />Z <br />_ <br />y <br />GROUTED CELL, 4" FROM ENDS AND <br />e <br />i <br />"ISOLATED" COLUMN PAD <br />16" O.C. VERTICALLY MAX <br />.0 <br />• <br />m <br />e • CENTERED UNDER WALL AND <br />° <br />...�-�-a POURED MONOLITHICALLY WITH <br />• <br />+— — r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />T SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />bi / FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />I <br />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION <br />WOOD WALL <br />9 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />scALE:ara"°''-0" <br />(NO UPLIFT) <br />10 <br />SCALE: 3/4"=1'40" <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />FM:407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA#:000332B <br />Y <br />O <br />� <br />rri <br />`U3U <br />a <br />BUBDIV & LOT: <br />ABBOTT PARK <br />LOT #32 <br />BLK #8 <br />PROJWT# <br />04181.000-32083 <br />HODRL: <br />3EKB <br />"1405- KEYSTONE" <br />OARAOE AMMO: <br />RIGHT <br />PAOE: <br />DETAILS <br />160 MPH EXP. C <br />