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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />S T EEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />Fw=.- <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />nF. <br />a. <br />6 <br />SPACING REQUIREMENTS <br />SPACING <br />9 LU <br />LU <br />LLJ <br />GARAGE DOOR <br />RECESS <br />'2 <br />CL <br />(1) <br />F IMX <br />cc <br />8"CMUWALL <br />0 <br />8"CMUWALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />o, a a. <br />Uj Uj <br />0 2 <br />IN FOUNDATION WITH 30"LEG EACH <br />tu <br />TOP OF <br />TOP OF <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />to <br />\-SEE <br />�ILAO <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT RCH SLAB <br />W/1' .1 <br />12��SOLATI <br />L <br />SLAB SCHEDULE <br />4"CHAMFER(1-T.RY) 2��S" 48 BAR DiA. <br />16, <br />t. <br />EXT. PORCH SLAB <br />�V I <br />FF V I <br />F TO 0 GARAGE <br />ZSEE SLAB SCHEDULE TO OF GARAGE <br />4 CHAMFER <br />CONTINUOUS STEEL MONOLITHIC <br />. L FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />AT rLEV: <br />ON <br />JOINT (WHERE <br />6" CHAMFER (2�.T.Y, <br />#4 24" <br />Wl 1/2" 1 LATION <br />(I -STORY) <br />6"CHAMFER (2-STORY) <br />b��.EN <br />APPLICABLE) z . <br />SEE SCHEDULE #5 3T <br />JOINT (WHERE <br />APPLICABLE) <br />;k <br />a EE SCHEDULE <br />rRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />I <br />FOR WXD, BAR SIZE #6 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 (]a. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 1. <br />,/�EXTERIOR <br />MONO -FOOTING <br />r��EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />6ARAG���� <br />CORNER BARS DETAIL <br />022_0�� <br />LAP TOP PLATE A MlLOF 48" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d CO ON <br />AND ILW/I6dCOMMON <br />NAILS, 2-ROWS, 'V' OIC BTM. VERIFY HEIGHT <br />NAILSNA2-ROWS VERIFY HEIGHT <br />41' OIC BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR'OVER STUD OF WALL PLAN <br />- A�r <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W1 SYP <br />2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL Wl SYP�141.2'ISIGT.LSI'S SLEE: <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB Wl <br />PLANS FOR E 'A NG <br />NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 112"Ag" WEDGE ANCHOR W/ 2" <br />BTM. PLATE To BE PT. <br />0. SECURED Wl 2- PART <br />TO BE PT, PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PLATE <br />PROVIDE OBL. TOP PLATE SECURE BT PLATE TO <br />SLAB W/10d*MASONRY <br />2" CAPPED <br />EP OXY. MIN. EMBED <br />EPDXY 5-1 f2" EMBED. MIN. 0 16' OC <br />NAIL 16" OIC STAGGERED. <br />GALVANIZED PIPE <br />Lc 8*, LINO <br />SIMPSON SPH4 OR SPH6 - Ar MAX <br />ADDITIONAL METAL <br />W/FLANGE (19 BASE <br />C, FOLLOW ALL MANF. <br />BTM AND TOP <br />A_ CONNECTORS NOT <br />x SPECIFICATIONSFOR <br />USE AND <br />JPLAXTE <br />ANCHORS W/' Od 1 112" <br />REQUIRED WHEN NO <br />PRE PARATION OF <br />C MON NAILS FILL ALL <br />HOLMES, DO NOT USE I Od <br />UPLIFT IS PRESENT. <br />(D HOLE. <br />3" <br />Z It <br />Uj <br />x SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />SLAB W/(4) 1/4- X 2 1/4- <br />-F <br />0. <br />O�OKOF <br />TAPGONS <br />SLAB 4. <br />4 <br />SLA13 <br />4' CHAMFER (1-STORY) <br />CHAMFER (2-STORY) <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ --SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />t 0 <br />AND BAR QUANTITY <br />ANDI BAR QUANTITY <br />ADDING BAR TO <br />r,_�INTERIOR CURB FOUNDATION WOOD WALL <br />r_._-\INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC FOUNDATION <br />CALE: 314"-l'-O" <br />(NO UPLIFT) <br />SCALE: 314"=I'-U' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4"01C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />H 1 4 CELL SEE PLAN FOR SIZE AND <br />7'�r <br />SPACING REQUIREMENTS <br />2X4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />,V3 <br />13 <br />4H <br />'El <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE To BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />CL <br />16"O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />Fs <br />L <br />REQUIRED WHEN NO <br />m CL <br />U) <br />UPLIFT IS PRESENT. <br />C) <br />8"CMUWALL <br />VARIES <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />3' <br />3' <br />TOP OF SLAB <br />- V <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />-0 <br />OITA OF SLAB I? <br />SEE SLAB SCHEDULE <br />1/2" DtA+ SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />v <br />"ISOLATED"COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />to <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />: <br />—OR <br />0 <br />__ 7 FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />k_�FOR WxD, BAR SIZE <br />I W.D.BAR SIZE <br />W <br />A', QUANTITY <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />SCALE: 1"=l'-O" <br />3/4"=I*-O" (NO UPLIFT) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: _11-11 <br />SCALE: 3/4"=V-0" <br />6 <br />MDagoign <br />Group= <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774,SO78 <br />FAX: 407-774-4078 <br />www.abdesiSWoup.com <br />AA #: 0003325 <br />mommal'IIII <br />IF DRAFTING BY <br />A.S. DESIGN GROUP <br />DRAFrING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8i34W2628 <br />L FAX: 8 =Ld <br />!Rm <br />SUODM & LOWil <br />SILVERADO <br />LOT #25 <br />BLK #10 <br />PIROJECT111111 <br />03719.000-25101 <br />MODM <br />2795-D <br />GARAGM SYnNO: <br />RIGHT <br />PAGM- <br />DETAILS <br />150 MPH EXP. <br />