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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />+ <br />I <br />b P <br />i <br />STEEL REINFORCING IN GROUTED <br />!I <br />STEEL REINFORCING IN GROUTED. <br />- <br />CELL SEE PLAN FOR SIZE AND <br />5 a <br />CELL SEE PLAN FOR SIZE AND <br />v v <br />s v° <br />a <br />SPACING REQUIREMENTS <br />Q W <br />SPACING REQUIREMENTS <br />- °�r . •: _ •ems '.. <br />L. <br />GARAGE DOOR <br />W <br />a0 O W <br />I' <br />° <br />I <br />RECESS <br />lt d Q <br />v <br />FM • <br />°, <br />g� <br />a <br />8' CMU WALL <br />O <br />8"CMU WALL <br />I <br />• I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W Lu <br />8' <br />O <br />i <br />+- d-0' <br />° <br />FOUNDATION WITH 30" LEG EACH <br />� •9� <br />= <br />W � <br />W <br />� <br />+- 0-0' <br />TOP OF SLAB• <br />� -+! WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />'I•I.° <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />e <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR DIA. <br />4" CHAMFER (1-STORY) <br />18^ <br />� Lf <br />EXT. PORCH SLAB <br />•VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (I -STORY) <br />� v LL CONTINUOUS STEEL MONOLITHIC <br />- ° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />gyp, AT ELEV <br />W/ 1/T ISOLATION <br />JOINT (WHERE ♦ • <br />6' CHAMFER (2-STORY) <br />( ) <br />24' <br />W/ 1/2" IS.I, a <br />6" CHAMFER (2-STORY) <br />.• <br />d-0" <br />APPLICABLE) i <br />SEE SCHEDULE <br />30" <br />U#7 <br />JOINT(WHERE j <br />APPLICABLE) i 4 <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE„ <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), uNo <br />47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />Z <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />Q -1 <br />8" CMU <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL WI 16d COMMON <br />QN <br />CL <br />REBAR 024" O.C. 01 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />Wm <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />O� <br />i� g <br />WW <br />WA w 5 FOOD BEARING PROVIDE BLOCKING <br />O ?� <br />5' <br />I <br />Q a I <br />NEW REINF. BAR <br />L <br />No 2 STUDS SEE PLANS FOR <br />4// <br />O a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ <br />T CAPPED <br />K ( <br />a 5 EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP 11Zk9" WEDGE ANCHOR WIZ` <br />WASHER SET IN HIGH STRENGTH <br />GALVANIZED PIPE <br />< UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />W/FLANGE 0 BASE <br />a FOLLOW ALL MANF, <br />_ X SPEC CATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX <br />4"CONC., REINF. W/ <br />09 <br />( <br />BTM AND TOP PLATE <br />- <br />8 6"x6" #10 W WM ON <br />{ ° <br />b <br />H m PREPARATION OF <br />w <br />ANCHORS W/ 10d x <br />O W <br />6-MIL POLY ETHYLENE <br />VAPOR BARRIER ON <br />HOLE. <br />Z <br />L ALL <br />COMMON NAILS FILL ALL tt3� <br />SECURE FLANGE TO <br />� 0_ <br />HOLES, DO NOT USE 100 W <br />WELL -COMPACTED <br />x 3" w SEE SLAB SCHEDULE <br />X <br />CLEAN FILL TERMITE <br />SLAB W/(a) 1/4" X 21/4" <br />i, p OJP <br />73 <br />cc <br />4 <br />111 TREATMENT SHALL BE <br />TAPCONS <br />Q� <br />+ d , <br />BORA-CARE <br />,QQ <br />TOP OF SLAB7=AND <br />(2) CONT. #4 REBAR <br />4: CHAMFER <br />6" CHAMFER (I-S ORY)(2)#5 <br />REBAR ON CHAIRSZ <br />a' <br />12" MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95%ULE <br />VIRGIN OR ENGINEERED SOIL <br />OU <br />COMPACTED SOIL <br />SIZE <br />� SLAB HEIGHT LESS THAN 3'-6" M <br />PER PLAN <br />ADDING BAR TO <br />NTITY <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />`� <br />6 <br />T BQALE:34'=,-0" (W/UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:34'=r-d' <br />SCALE:3/4"=,'-0 <br />1 A <br />SCALE: 34'=P-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 49' <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM, <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />i <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />WALL W/ SYP No 2 TUDS SEE <br />2 <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />PLANS FOR SPACINSG. SINGLE <br />SECURE BT. PLATE TO <br />Q ^ <br />0- <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />NAIL "!O/C STAGGERED. <br />ADDITIONAL METAL <br />16' _STAGGERED. <br />¢ W <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />a5 U <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />O: <br />W UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />IS <br />"; POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />? <br />+- 0'-0" <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB'•': <br />-~��~-��2X <br />Q <br />SEE SLAB SCHEDULE <br />+- d-0" <br />WALL FRAMING <br />70POF SLAB. <br />+- -0 <br />SEE SLAB SCHEDULE <br />tYZ' DIA. SIMPSON STB2 BOLTS 5" <br />°SLAB <br />a' <br />i =+MINIMUM <br />EMBEDMENT INTO <br />d.: n <br />aPOURED <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />4. CENTERED UNDER WALL AND <br />FFOR <br />16" O.C. VERTICALLY MAX <br />MONOLITHICALLY WITH <br />---FOUNDATION AND SLAB <br />SEE SCHEDULE <br />EDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />-BAR <br />SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />%INTERIOR CURB <br />FOUNDATION WOOD WALL <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />(D_jNj�ERIOR <br />scALE:FOOTING <br />(NO UPLIFT) <br />AND COL. PAD <br />10 <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3W'=T-0" <br />Il N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAK 407-7744078 <br />www.abdealgngroup.com <br />AA #: 0003326 <br />0. <br />b <br />O <br />a <br />O <br />aU$DIV. a• LOT: <br />ABBOTT PARK <br />LOT #36 <br />BLK #12EC PROJT* <br />04181.000-36121 <br />UODELA <br />3EEB <br />"2260—ELSTON" <br />GARAGE SVnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 W E)X. C <br />