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30" <br />MIN. EACH WAY <br />FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTEDCELL <br />SEE PLAN FOR SIZE AND <br />$ p; <br />O <br />CELL SEE PLAN FOR SIZE ANDa <br />n.-FM— <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS7aQ <br />%THIC <br />O z <br />8"CMU WALL <br />O <br />8" CMU WALL <br />L. > �� CORNER BARS, SAME SIZE AS LARGER BAR <br />.� 2 <br />IN FOUNDATION WITH 30" LEG EACH <br />�x TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT PORCH SLAB <br />SEE SLAB SCHEDULE <br />BARSIZE 48 SAR DIA <br />CHAMFER (1STORY) <br />.' <br />1-1 �1 ES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CONTINUOUS STEEL MONOLITHIC <br />°' a4" FOOTING REINFORCEMENT SEE SCHEDULE <br />W/i/7' ISOLATION <br />° <br />JOINT WHERE � �. �#4 <br />6'CHAMFER (2STORY) 18" <br />24" <br />EXT. PORCH SLAB <br />W/12"ISOLATION <br />HAMFER (1STORY) <br />HAMFER (2STORY)APPLICABLE) <br />VAND <br />z - <br />SEE SCHEDULE <br />4'5 30" <br />JOINT (WHERE <br />CHEDULE <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />D, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />38„ <br />AND BAR QUANTITY <br />R QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 42' <br />� <br />NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), UNO <br />%EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />n <br />2 <br />SCALE: 3/4"=1'-0" <br />@ GARAGE �A'-E��'4"=''-0' <br />CORNER BARS DETAIL <br />3 <br />SCALE:3/4• V-(t' <br />LAP TOP PLATE A MIN. OF 46' <br />GARAGE DOOR <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />RECESS <br />J <br />LAP TO OCCUR OVER STUD - - OF WALL WI PLAN <br />g <br />fA W 8+ <br />W <br />2x4 OR 2x6 WOOD BEARINGImPROVIDE BLOCKING <br />WALL W/ SYP <br />W U <br />in Cp <br />I <br />No 2 STUDS SEE PLANS FO <br />ISBT. PLATE TO SLAB W/ <br />_0 <br />NEW REINF. BAR <br />D• SECURED W/ 2- PART <br />g <br />SPACING. SINGLE BTM. PLASECU WEDGE ANCHOR W/ 7• <br />TO BE PT. PROVIDE DBL. TWASHER SET IN HIGH STRENGTH <br />PLATEEPDXY <br />CURB FOR <br />MASONRY <br />7' CAPPED <br />EPDXY. MIN. EMBED <br />S1/2" EMBED. MIN. 016' OC <br />UNITS SET <br />GALVANIZED PIPE <br />Q 8', UNO <br />SIMPSON SPH4 OR SPH6MAX. <br />'- 2ip+ AT ELEV: <br />W/FLANGE 0 BASE <br />O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />0-0 <br />SPECIFICATIONS FOR <br />ANCHORS W/ tOd x 1 12" <br />_ USE AND <br />COMMON NAILS FILL ALL <br />PREPARATION OF <br />HOLES, DO NOT USE 10dZyHOLE.z <br />3"SEE SLAB SCHEDULE <br />ECURE FLANGE TO <br />SLAB W/(4) 14' X 2 1/4" <br />`g °�O <br />RECESS AROUND GARAGE <br />TAPCONS <br />"' <br />TOP OF SLAB 7 <br />�Q <br />DOOR OPENING <br />• <br />�— <br />-- <br />4"CHAMFER (I -STORY) <br />• ° ` <br />SCALE: 3/4•'=1'-U' <br />6' CHAMFER(2STORY) <br />g, <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />71 AND BAR QUANTITY <br />LAP TOP PLATE A MIN, OF 46' <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />NAILS, 2-ROWS,COMMON <br />O/C BTM. VERIFY HEIGHT <br />AND NA-COMMON11 <br />ROWS, <br />LAP TO OCCUR OVER STUD Of WALL W/ PLAN <br />7 scALE: 3/4"=1'-a' (�►/UPLIFT) <br />5 BOLLARD <br />6 MONOLITHIC FOUNDATION <br />SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=1'-LY' <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />SLAB W110d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />LAP TOP PLATE A MIN. Of 46' <br />CONNECTORS NOT <br />AND NAIL W/ 16d COMMON <br />REQUIRED WHEN NO <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />to UPLIFT IS PRESENT. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE ANDWIN <br />SPACING REQUIREMENTS <br />SEE SLAB SCHEDULE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />H El <br />Q <br />WALL SYP 2 STUDS SEE <br />w 0'-0 <br />TOP OF SLAB <br />F <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />_ <br />Q fL <br />~'�' n <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16' O/C STAGGERED. <br />¢Q <br />m U <br />•_a. <br />�- ° <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />��. <br />REQUIRED WHEN NO <br />KILL <br />� --J <br />UPLIFT IS PRESENT. <br />O <br />6' CMU WALL <br />+- <br />POURED LINTEL.CONT. (TYPJ <br />EQ. EQ. EE SCHEDULE <br />6' CMU FILLED CELL (TYP.) <br />.!o'_ <br />FOR WXD, BAR SIZE <br />TOP OF SLAB <br />,r----�-�- LAB <br />I� <br />SEE SLAB SCHEDULE, <br />2X WALL FRAMING <br />AND BAR QUANTITY <br />+- 0' <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 6' <br />INTERIOR CURB FOUNDATION WOOD WALL <br />TOP OF SLAB <br />°• <br />Z., <br />MINIMUM EMBEDMENT INTO <br />•0 <br />"ISOLATED" COLUMN PAD <br />I}�.� <br />GROUTED CELL, 4" FROM ENDS AND <br />(NO UPLIFT) <br />°• <br />• • <br />� <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />� <br />�L 3�. POURED MONOLITHICALLY WITH <br />• <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 />e• vARIEs s• <br />//II <br />8• <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIGWALL TO <br />3' <br />NO UPLIFT) <br />0 <br />FOOTING AND COL. PAD <br />SCALE: 314"=1'-(Y' <br />BLOCK WALL CONNECTION <br />:c <br />.. .• <br />1 1 SCALE: 3/4"=1'-a' <br />.•-... <br />mE <br />SHOWER RECESS FOOTER <br />S12 <br />SCALE: <br />F'A R 6 H IT It T• <br />6 <br />Grou��. <br />1441 N. RONALD REAGAN BL1 <br />LONGWOOD, FL32750 <br />PH: 407-774,6078 <br />j FAX: 407-7744078 <br />l wwwAbdosigngroup.com <br />AA M: 0003325 <br />SUNDiv. ae I.OT <br />SILVERADO <br />LOT #11 <br />BLK. #14 <br />PAOJ)QCTp <br />03719.000-11141 <br />aiODSIt <br />"2558-HAWTTHORNE" <br />GARAGE SWING: <br />RIGHT <br />PAGEt <br />DETAILS <br />%150 B <br />