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30" <br />MIN. EACH WAY <br />FOOTING <br />Z <br />g <br />STEEL REINFOQRCING IN GROUTED <br />z <br />_ <br />STEEL REINFORCING IN GROUTED <br />tMONOLITHIC <br />CELL SEE PL.dN FOR SIZE AND <br />Q d <br />. CELL SEE PLAN FOR SIZE AND�SPACING REQUIREMENTS <br />F}} <br />SPACING REQUIREMENTSC. <br />W <br />0] U <br />W <br />Ity <br />a <br />.v'a <br />p U Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I f CORNER BARS, SAME SIZE AS LARGER BAR <br />io <br />g <br />Z <br />+_0.-0' <br />• .I IN FOUNDATION WITH 30" LEG EACH <br />+-0'-0' <br />-$. 'pl WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />° TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />e ~~ <br />MATCH AMOUNT OF CONTINUOUS BARB <br />• <br />EXT. PORCH SLAB <br />-SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4 CHAMFER (1 STORY)- <br />EXT. PORCH SLAB <br />ff. VARIES <br />°I( SEE SLAB SCHEDULE TOP OAF GARAGE*- <br />I el • ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2' ISOLATION <br />< <br />6"CHAMFER (2-STORY) 18" <br />W/12"ISOLATION°` <br />4" CHAMFER (1STORY) <br />6- CHAMFER <br />JOINT(WHERE 4-� <br />APPLICABLE) Z <br />p4 24, <br />SEE SCHEDULE <br />p5 30' <br />JOINT (WHERE <br />-. <br />•° • EE SCHEDULE <br />.d <br />g <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z_ <br />^ <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />tN <br />AND BAR QUANTITY 36' <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />a7 42' <br />N <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 SCALE 34"=1'-0" <br />SCALE 3/4"=V-0" <br />GARAGE <br />CORNER BARS DETAIL <br />3 <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. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />GARAGE DOOR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />W RECESS <br />W <br />WALL W/ SYP <br />j <br />O a I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />U W B" <br />> NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12N9" WEDGE ANCHOR W/ 2' <br />IW = <br />O a SECURED W/ 2- PART <br />PLATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />UU <br />U t/1 <br />2" CAPPED <br />a g. EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />GALVANIZED PIPE <br />Q 8", UNO <br />Q FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />CURB FOR <br />o <br />9 <br />W/FLANGE C BASE <br />N D: SPECIFICATIONS FOR <br />= I USE AND <br />PREPARATION OF <br />BTM AND TOP PLATE <br />ANCHORS W/ JW x 1 1/2' <br />COMMON NAILS FILL ALL U <br />MASONRY <br />N UNITS SET <br />1:0* AT ELEV. <br />4„ <br />HOLE. <br />HOLES, DO NOT USE 10d <br />' <br />SECURE FLANGE TO <br />K <br />x 3 SEE SLAB SCHEDULE <br />W/(4) 1/4" X 2114"+- <br />0'-0' <br />TAPCONS <br />JLSLAB <br />O"Q- <br />TOP OF SLAB <br />>P - <br />RECESS AROUND GARAGE <br />• <br />DOOR OPENING <br />,1 <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />SCALE:3/4"=T-0 <br />0 (W/ UPLIFT) <br />5 <br />6 <br />NAILS, 2-ROWS, 4"O/C BTM VERIFY HEIGHT <br />SCALE: 3/4"=1'-O" <br />SCALE: 3/4"=1'-0" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <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 W/10d MASONRY <br />LAP TOP PLATE A MIN. OF 46" --�_y <br />NAIL 16" O/C STAGGERED. <br />AND NAIL W/ 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />REQUIRED WHEN NO <br />SPACING REQUIREMENTS <br />U UPLIFT IS PRESENT. <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />W <br />0: SEE SLAB SCHEDULE <br />WALL W/SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />g <br />a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO-0" <br />SLAB W/10d MASONRY NAIL <br />TOP OF SLAB <br />PROVIDE DBL. TOP PLATE <br />/ <br />16' OC STAGGERED. <br />F <br />¢ W <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />a. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />O <br />e" CMU WALL <br />+' 0'0 <br />POURED LINTEL CONT. (TYP.) <br />4 . <br />S.CMU FILLED CELL (TYP.) <br />�t0': <br />TOP OF SLAB <br />- <br />SEE SLAB SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />_I° <br />2X WALL FRAMING <br />';, <br />FOR WxD, BAR SIZE <br />+. 0'-0" <br />ZFFOR <br />SEE SLAB SCHEDULE <br />y;: 12" DIA. SIMPSON ST82 BOLTS 5" <br />AND BAR QUANTITY <br />TOP OF SLAB <br />.a< <br />Z <br />— <br />c <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED"COLUMN PAD <br />GROUTEDCELL,4"FROM ENDS AND <br />pINTERIOR CURB FOUNDATION WOOD WALL <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLYWITHFOUNDATION <br />AND SLAB <br />SEE SCHEDULE <br />TEDULE <br />FOR WxD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />X AND BAR QUANTITY <br />VARIER B' <br />INTFOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3- 3' <br />D__�ERIOR <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=T-0" <br />L. <br />Y <br />11 SCALE:34"=1'0" <br />8 <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=1'-0" <br />A R e N I T E C T S <br />Grow inn <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdesigngroupxom <br />AA B: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813S86-2828 <br />IIIN FAX: 813-0862802 <br />