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w <br />MIN. EACH WAY <br />FOOTING <br />ZSTEEL <br />REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTEDCELL <br />SEE PLAN FOR SIZE AND <br />< 4 <br />CELL SEE PLAN FOR SIZE ANDSPACING <br />REQUIREMENTSW�+,a <br />IM.ONOLIIHIC <br />REQUIREMENTSSPACING <br />�CL <br />4°�F <br />s <br />O /n i <br />8" CMU WALL <br />O <br />Z <br />6" CMU WALL <br />f CORNER BARS, SAME SIZE AS LARGER BAR <br />I I IN FOUNDATION WITH W' LEG EACH <br />I <br />ro _ <br />+ ,4, <br />�. <br />$ WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />.., SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•SEE <br />EXTPORCSLABFER <br />SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />(1STORY) <br />XT. PORCH SLABISOLATION <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />°. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />JOINT(WHERE <br />V'6UANTITY <br />FER (2-STORY) 1g' <br />#4 24",� <br />WI1/2'ISOLATION <br />4"CHAMFER (1-STORY) <br />6" CHAMFER (2STORY) <br />APPLICABLE) iEDULE <br />JOINT (WHERE. <br />i4 <br />• • EE SCHEDULEAPPLICABLE) <br />WHEN TRANSRIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />TY #7 42, <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />TERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE: 3/4"=1'-0" <br />GA <br />GARAGE SCALE: 3/4"=l'-a' <br />CORNER BARS DETAIL <br />3 <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48•' �y <br />GARAGE DOOR <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />m�__ <br />RECESS <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />j <br />lVr <br />rO W 8+ <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />W ==U <br />W <br />WALL W/ SYP <br />u) N <br />W <br />No 2 STUDS SEE PLANS FOR <br />PLATE TO SLAB <br />SECURE ST.WEDGE <br />NEW REINF. BAR <br />p p, <br />SPACING. SINGLE BTM. PLATE <br />WEDGE ANCHOR W/N ' <br />TO BE PT. PROVIDE DBL. TOP <br />CURB FOR <br />MASONRY <br />7'CAPPED <br />SECURED Wl2- PART <br />d g ( EPDXY. MIN. EMBED <br />WASHER SET IN HIGH STRENGTH <br />WASH <br />PLATE EPDXY 5-12" EMBED. MIN. 016" OC <br />UNITS SET <br />GALVANIZED PIPE <br />8", UNO <br />SIMP60N SPH4 OR SPHS MAX. <br />Z'0" <br />W/FLANGE ® BASE <br />¢Q <br />S FOLLOW ALL MANE. <br />BTM AND TOP PLATE <br />OAAELEV: <br />S <br />N K SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 12' <br />_ USE AND <br />I <br />COMMON NAILS FILL ALL <br />PREPARATION OF <br />HOLE. <br />HOLES, DO NOT USE 10d W <br />Z 0: <br />x 3" SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 21/4" <br />w <br />p } <br />Q <br />+- p <br />RECESS AROUND GARAGE <br />TAPCONS <br />4° <br />TOPOFSLAB <br />4"CHAMFER (1STORY)6" <br />CHAMFER (2STORY) <br />=AND <br />ULE <br />SIZE <br />NTITY <br />LAP TOP PLATE A MIN, OF 41' --�� <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />7 6QALE:34"=+'-0 (W/ UPLIFT) <br />5 BOLLARD <br />6 MONOLITHIC FOUNDATION <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />2x4 OR 2c6 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 W/1 MASONRY <br />,d <br />NAIL 1S" 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, IVO/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 />SEE SLAB SCHEDULE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />Q <br />WALL W/ SYP No 2 STUDS SEE <br />TOP OF SLAB <br />PLANS FOR SPACING. SINGLE <br />_ <br />0. <br />� ° <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB WI10tl MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />le'O/C STAGGERED. <br />— a—"-° <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />a♦� <br />i-. i <br />tTi <br />-0 <br />:• POURED LINTEL CONT. (TYP.) <br />EQ. EQ. EE SCHEDULE <br />p-. 8" CMU FILLED CELL (TYR) <br />FOR WXD, BAR SIZE <br />I.- TOP OF 3LAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />AND BAR QUANTITY <br />w 0'-0" <br />SEE SLAB SCHEDULE <br />12' DIA SIMPSON STB2 BOLTS 5" <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />TOPOF SLAB <br />°• <br />i <br />♦ <br />MINIMUM EMBEDMENT INTO <br />8 SCALE: 3/4"=1'-fY' (NO UPLIFT) <br />a°♦ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• <br />CENTERED UNDER WALL AND <br />FOR <br />16' O.C. VERTICALLY MAX <br />-•• <br />m <br />-.�.��POURED MONOLITHICALLY WITH <br />„3 <br />-- -FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° , <br />hEDULE <br />FOR WxD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />S' VARIES ♦' <br />3 <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 SCALE:3„"=1'a'(NO UPLIFT) <br />&,FOOTING AND COL. PAD <br />SCALE:3M"=r-0" <br />BLOCK WALL CONNECTION <br />;c <br />11 SCALE: 3/4"=1'-0" <br />E <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1"=V-0" <br />A R 0 N I T L C T S <br />Grousi �n <br />WL <br />41 N. RONALD REAGAN BL1 <br />LONGWOOD,FL32750 <br />PH: 407-774.8078 <br />FAX: 407-1744078 <br />www.abdoslgngroup.com <br />AA B: 0003325 <br />BUDDIV & LOP <br />SILVERADO <br />LOT #17 <br />BLK #14 <br />PROJi�CT <br />03719.00t-17141 <br />MODUZz <br />"2558-HAWTHORNE" <br />OARAOE Sr►LNO: <br />RIGHT <br />PACE: <br />DETAILS <br />150 4RH FAB <br />