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30„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />I[� <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />$ a <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />� } <br />� v <br />ul <br />1 r <br />Lu <br />-� <br />a <br /><� <br />FM <br />of 0 0. 2 <br />8!'CMU WALL <br />O <br />`p <br />Z <br />W CMU WALL <br />I ° . CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />�'+ <br />— <br />w 0'1Y' <br />"I d <br />cbn <br />day, <br />TOP OF SLAB <br />- WAY A7 ALL CHANGES IN DIRECTIONS <br />I ,., SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />° <br />EXT. PORCH SLAB <br />^ SEE SLAB SCHEDULE TOP OF GARAGE <br />LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12" ISOLATION <br />JOINT (WHERE <br />6" CHAMFER(2 ,8" <br />p4 P9" <br />W/1?' IS <br />4" CHAMFER (1-STORY)' <br />Il, � 6•• CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE 05 30„ <br />JOINT (NMERE <br />APPLICABLE) <br />z <br />.'�� <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />ne 36 <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 (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />aT ar' <br />iN <br />K—,—'\EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE: 3/4"=l'-0•' <br />BDALE: 3/4"=,'-o° <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />GARAGE DOOR <br />AND NAIL W/ 16d COMMON <br />RECESS <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />W <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />g <br />U) W 6+ <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />W U <br />tq <br />w a I <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />O 0- NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 12'.9" WEDGE ANCHOR W/ r' <br />TO BE PT. PROVIDE DBL. TOP <br />CURB FOR <br />MASONRY <br />r' CAPPED <br />SECURED W/ 2- PART <br />S I EPDXY, MIN. EMBED <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. @ 1W OC <br />UNITS SET <br />GALVANIZED PIPE <br />Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />�AT ELEV: <br />W/FLANGE @ BASE <br />— <br />C+ FOLLOW ALL MANF. <br />STM AND TOP PLATE <br />V) K SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 12" <br />_ USE AND <br />I <br />COMMON NAILS FILL ALL !n <br />h <br />PREPARATION OF <br />HOLES, DO NOT USE IDd W <br />Z jrHOLE. <br />x Y SEE SLAB SCHEDULE <br />w <br />SECURE FLANGE TO <br />w Q <br />SLAB W/(4) 1/4" X 21/4" <br />RECESS AROUND GARAGE <br />TAPCONS <br />�O <br />TOPOFSLAB _� ... ; ; <br />DOOR OPENING <br />j. <br />4" CHAMFER (I -STORY)°` <br />—a•. 4, <br />SCALE: <br />6" CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />LAP TOP PLATE A MIN. OF 48" ---�� <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />AND NAIL W/ S, COMMON <br />NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVERSTUD OF WALL W/PLAN <br />7 6CALE: 3/4"=r-b' <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />6 <br />SCALE: 3/4"=1'-0" <br />(W/UPLIFT) <br />SCALE: 3/4"=1'-0" <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 ST. PLATE TO <br />SLAB Wl+Od MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />LAP TOP PLATE A MIN. OF 49'--�. <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 />W UPLIFT IS PRESENT. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SLAB SCHEDULE <br />K <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />Q <br />0'-0' <br />WALL W/ SYP Na 2 STUDS SEE <br />[SEE <br />:T <br />TOP OF SLAB <br />PLANS FOR SPACING. SINGLE <br />"� ° <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />¢¢ <br />ro U <br />CONNECTORS NOT <br />-� <br />- <br />REQUIRED WHEN NO <br />K N <br />UPLIFT IS PRESENT. <br />O <br />8•• CMU WALL <br />d5 <br />�' 0-V <br />POURED LINTEL CONT. (TYR) <br />EQ. EQ. EE SCHEDULE <br />8" CMU FILLED CELL (TYP.) <br />•ra•' <br />FOR WxD, BAR SIZE <br />- _ ° TOP OF SLAB <br />I° <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />AND BAR QUANTITY <br />o•-0„ <br />° SEE SLAB SCHEDULE <br />12"DIA.SIMPSONSTB2BOLTS 5' <br />INTERIOR CURB FOUNDATION WOOD WALL <br />TOP OF SLAB <br />Z <br />Z <br />c <br />MINIMUM EMBEDMENT INTO <br />SCALE: <br />NO UPLIFT) <br />"ISOLATED'COLUMN PAD <br />GROUTED CELL, 4"FROM ENDS AND <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16' O.C. VERTICALLY MAX <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />s' VARIES e' <br />Jf <br />///III... <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />3. 9• <br />9 6QALE:3l4"=, <br />0 (NO UPLIFT) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />I� <br />10 <br />SCALE:3a"=,'-a' <br />,c <br />11 SCALE: <br />i <br />uI <br />E <br />RECESS FOOTER <br />&SHOWER <br />SCALE: 1 "=1'-0" <br />A I C I IT 16 T i <br />Design <br />Grou . . <br />141 N. RONALD REAGAN BL1 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003326 <br />¢k¢ <br />6i <br />h <br />C <br />sL713DIV. at LOT <br />SILVERADO <br />LOT# 8 <br />BLK 16 <br />PROJECT* <br />03719.001-08161 <br />UODELa <br />"2558—HAWTHORNE" <br />GARAGE SwIMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />Q50.,MPH <br />DATE: 06/10/21 <br />9CAum 1/4"=1'-0" <br />SHEET <br />S1.1A <br />