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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />• <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />�. <br />CELL SEE PLAN FOR SIZE AND <br /><_ o. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v <br />111 <br />0. <br />SPACING REQUIREMENTS <br />P— <br />C <br />w <br />GARAGE DOOR <br />RECESS <br />• J <br />� 0. <br />C N Z <br />8" CMU WALL <br />O <br />8"CMU WALL <br />>I I CORNER BARS, SAME SIZE AS LARGER BAR <br />B+ <br />W W <br />Z <br />• IN FOUNDATION WITH 30" LEG EACH <br />UI = <br />+- 0'-0' <br />A. TOP OF SLAB <br />*• 0'-0' <br />TOP OF SLAB <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />I .., 50 THAT THE STEEL REINF. IS CONTINUOUS <br />y <br />...f <br />,�....-... <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I • <br />CURB FOR <br />• - • . <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION, <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4"CHAMFER(t-STORY) <br />#3 18" <br />.' <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />-`- <br />I 4"CHAMFER (I -STORY) <br />. ICI I�r <br />- a <br />'- v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />��D. AT ELEV: <br />JOINT (WHERE. a <br />6" CHAMFER (2-STORY) <br />#4 Y4" <br />W/ 1l2" ISOLATION <br />1 . e ` 6" CHAMFER (2-STORY) <br />""--► <br />..' <br />0-0 <br />���((( <br />APPLICABLE) Z <br />SEE SCHEDULE N5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />.. <br />Z <br />•��"'.° EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR W%D, BAR SIZE <br />FOR W%D, 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 />r,_"�EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/4"=l'-0"@ <br />U2,"� <br />GARAGE SCALE: 3/4"=V- <br />CORNER BARS DETAIL <br />OPENING <br />3 <br />0220OR <br />SCALE: 314"=1'-0" <br />SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W116d COMMON <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />HEIGHT <br />NAILS, 2•R0WS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />uJ <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 />W <br />O a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />j NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"x®" WEDGE ANCHOR Wl2" <br />BTM. PLATE TO BE PT. <br />a SECURED W/ 2-PART <br />0= g <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SIAB W/10d MASONRY <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />GALVANIZED PIPE <br />-� < 81, UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />WIFLANGE 0 BASE <br />FOLLOW ALL MANE <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />K SPECIFICATIONS FOR <br />O <br />ANCHORS W/ tOd x 1 1/2" <br />REQUIRED WHEN NO <br />4 <br />= USE AND <br />PREPARATION OF <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d W <br />O UPLIFT IS PRESENT. <br />0 4" HOLE. <br />3" <br />IL <br />Z K <br />x SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />Q <br />Q <br />SLAB W/(4) 1/4" X 2 1/4" <br />p r <br />' <br />.- p-0^ <br />+. 0- . <br />TAPCONS <br />QO <br />a <br />TOP OF SLAB <br />• <br />TOP OF SLAB <br />4" CHAMFER (1 -STORY)° <br />�� <br />g <br />�— ° °- <br />6" CHAMFER (2-STORY) <br />e' <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />6 <br />MONOLITHIC <br />FOUNDATION <br />7 SQALE: 3a"=,'-0" <br />(W/ UPLIFT) <br />8 SCALE: 314"V-0" <br />= (NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />scALE:aa"=r-a' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 24R0WS, 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 WI SYP No 2 STUDS SEE <br />g <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 C <br />16" O/C STAGGERED. <br />m W <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />U <br />Q a�a <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT, <br />K N <br />O <br />8" CMU WALL <br />a' VARIES 6' <br />Z_ <br />POURED LINTEL CONT. (TYP.) <br />'gip.. 8"CMU FILLED CELL (TYP.) <br />3' 3' <br />TOP OF SLAB <br />'—EE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SLAB SCHEDULE <br />IQ" DIA. SIMPSON STB2 BOLTS 5"MINIMUM EMBEDMENT INTOLATED"COLUMNPAD <br />GROUTED CELL, 4" FROM ENDS AND <br />1p <br />TERED UNDER WALL AND <br />L <br />F <br />16" O.C. VERTICALLY MAXRED <br />MONOLITHICALLY WITH <br />NDATION AND SLABSEE <br />SCHEDULE <br />;ULE <br />. m {� <br />FOR WxD, BAR SIZE <br />SIZE <br />J <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />12 SCALE:1"=1'-0" <br />(D,__�INTERIOR <br />6CALE: 3/4"_V-0" ( ) <br />NO UPLIFT <br />0 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />A R C B I T L 6 T 3 <br />6 <br />Grou n <br />1441 N. RONALD REAGAN BL% <br />LONGWOOD, FL327W <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />AA M: 0003325 <br />r UBDM & IDT: <br />SILVERADO <br />LOT #3 <br />BLK #13 <br />P1gOJt0CT* <br />03719.000-03132 <br />1LODMIA <br />"2045—LANTANA" <br />OARAdffi SKIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA 8/17/20 <br />DCA=: 1/4"=f-0" <br />aI�tEET <br />41,I <br />S1.1A <br />