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F, <br />30' <br />00mo"'Ill <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />�MONOLI <br />_v <br />STEEL REINFORCING IN GROUTED <br />2 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />4 (L <br />8 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />O_ <br />ro <br />SPACING REQUIREMENTS <br />I. <br />— -- ` <br />LU <br />U) <br />LU <br />. , <br />GARAGE DOOR <br />LIJ RECESS <br />0 <br />L FM <br />8"CMUWALL <br />0 <br />8"CMUWALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />cn Cl <br />w JJ <br />z <br />'SOLAN <br />IN FOUNDATION WITH 30" LEG EACH <br />L, = <br />0 <br />TOP OF—L <br />WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />\\—CURBFOR <br />TOP Or <br />p I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />El- RCI s LAB <br />-SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA, <br />4 - CHAMFER (I -STORY) <br />#3 ivi <br />EXT. PORCH SLAB <br />ZSEE SLAB SCHEDULE TOP <br />4�'CHAMFER <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W, ";� TION <br />JOINT (WHERE <br />1 <br />t (2 <br />6" CHAMFEF -STORY) <br />#4 24" <br />WI 12'ISOLATION <br />(I -STORY) <br />CHAMFER (2 <br />6 -STORY) <br />J� <br />APPLICABLE <br />SEE SCHEDULE —To 7___ <br />#5 <br />JOINT (WHERE <br />APPLICABLE) <br />SEE SCHEDULE <br />T..."T" <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />I <br />FOR WxD, BAR SIZE <br />06 34V <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />El <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42" <br />r,-"\EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />����CALE: 314"=V-0" <br />GARAGE SCALE; 3/4"=V-0" <br />CORNER BARS DETAIL <br />0 <br />SCALE: 3W=V-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, C O/C STM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL Wl PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />ZX4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALLWISYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />ws— <br />iL I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB Wl <br />PLANS FOR SPACING. SINGLE <br />3 <br />NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1 t2N9' WEDGE ANCHOR Wl 7 <br />BTM. PLATE TO BE PT. <br />0. SECURED W/ 2- PART <br />To BE PT. PROVIDE DBL, TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />2"CAPPED <br />(L EPDXY. MIN. EMBED <br />PLATE EPDXY 5-112" EMBED. MIN. IV- OC <br />SLAB W/1 Dd MASONRY <br />NAIL I V OIC STAGGERED. <br />GALVANIZED PIPE <br />S", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />ADDITIONAL METAL <br />W/FLANGE G BASE <br />FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />U) w SPECIFICATIONS FOR <br />A14CHORS Wl I Od x 1 jr2.. <br />REQUIRED WHEN NO <br />USE AND <br />COMMON NAILS FILL ALL U) <br />00 UPLIFT IS PRESENT. <br />m <br />PREPARATION OF <br />HOLE, <br />HOLES, DO NOT USE 10d <br />Y� <br />SECURE FLANGE TO <br />of <br />LLI Q <br />x 11, SEE SLAB SCHEDULE <br />of SEE SLAB SCHEDULE <br />of <br />LAB W1(4) 1/4" X 2 IIW' <br />07150k& <br />TAPCONS <br />ILS <br />SLAB <br />T-OOP OF S LAB <br />�l <br />4- <br />FCHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />HA <br />a a <br />EQ. EQ. SEE SCHEDULE <br />EQ EQ SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />R WxD, BAR SIZE <br />AND BAR QUANTITY <br />D BAR QUANTITY <br />ADDING BAR TO <br />r_,_'�INTERIOR CURB FOUNDATION WOOD WALL <br />/"_.�INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC FOUNDATION <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4- O/C STM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL Wl PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2X4 OR 2X6 WOOD BEARtN <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS EE <br />PLANS FOR SPACING. SIN LE <br />BTM. PLATE TO BE PT, <br />FLA <br />BE RE ST. TETO <br />LAE MASON Y NAIL <br />PROVIDE OBL. TOP PLATE <br />16" O/C STAGGERED <br />LIJ <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />0 <br />8" CMU WALL <br />VARIES 1. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL ITYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />0' TO'l OFF SLAB 1p <br />z <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />;o <br />CENTERED UNDER WALL AND <br />16"0 C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />RECESS FOOTER <br />_'�INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />SCALE: <br />3/4.=,". <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 14"=V-0" <br />SCALE: 314"=V-0" <br />A R C N I T I C T 8 <br />6 <br />M&A <br />2000110n <br />Group,. <br />41 N. RONALD REAGAN BL) <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />www.abdosigngroup com <br />AA #: 0003325 <br />SUDDIV. 4&k LOT' <br />w <br />SILVE7RAD0j <br />LOT #6 <br />BLK #10 <br />Plt0jzcT# <br />03719,000-06101 <br />MODEU <br />"2045-LkNTANA" <br />GAP.AGE BVWCI: <br />RIGHT <br />PACE: <br />DETAILS <br />%L50 MPH MR. <br />