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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z,� <br />Z <br />STEEL REINFORCING IN GROUTED <br />2 _ <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />< 4. <br />CELL SEE PLAN FOR SIZE AND <br />((r <br />� 1'� <br />a. <br />I>— <br />Q <br />SPACING REQUIREMENTS <br />U <br />SPACING REQUIREMENTS <br />+ <br />IvT"...^.s <br />GARAGE DOOR <br />Lu <br />W <br />W RECESS <br />v� <br />�a <br />FM <br />Ste. <br />i <br />8" CMU WALL <br />O <br />8" CMU WALL <br />. I CORNER BARS, SAME SIZE AS LARGER BAR <br />In w B" <br />O <br />2 <br />`° <br />° IN FOUNDATION WITH 30" LEG EACH <br />w = <br />'AB, <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I - SO THAT THE STEEL REINF. IS CONTINUOUS <br />tUi/ <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARSFOR <br />° <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />CHAMFER (1STORY) <br />EXT. PORCH <br />VARI S <br />SEE SLAB SCHEDULETOP OF GARAGE <br />v :.I` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />% MASONRY <br />UNITS SET <br />-0. AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />VANDBARQUANTITY <br />CHAMFER (2STORY) #3 18" <br />#q pq^ <br />SLAB <br />W/ 1/2" ISOLATION <br />4" CHAMFER (1-STORY) <br />Ih 6" CHAMFER (2-STORY) <br />s <br />° <br />APPLICABLE) Z <br />SCHEDULE 30" <br />JOINT (WHERE <br />APPLICABLE ) <br />Z_ <br />•' i <br />EE SCHEDULE#5 <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />iWxD, <br />BAR SIZE <br />#6 36 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />97 42" <br />� <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />r,__�_EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:314"=1'-0" <br />@ GARAGE SCALE:3/4"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 1W COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />EI <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />w <br />0 0_ ' <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />S N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"x9" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />O 0. SECURED W/ 2- PART <br />TO BE PT. PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />2" CAPPED <br />o- 5 EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />� Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE @ BASE <br />¢ FOLLOW ALL MANF. <br />_ <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />I SPECIFICATIONS FOR <br />USE AND <br />ANCHORS W/' x 1 112" <br />REQUIRED WHEN NO <br />M <br />PREPARATION Of <br />COMMON NAILS FILL ALL N <br />HOLES, DO NOT USE 10d W <br />V) UPLIFT IS PRESENT. <br />u) <br />HOLE. <br />C <br />x 3" SEE SLAB SCHEDULE <br />ly SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />w <br />Q <br />¢ <br />SLAB W/W 1/4" X 2 1/4" <br />p <br />ro <br />+- 0 <br />'-LAB <br />TAPCONS <br />'40 <br />TOP OF SP <br />TO OF SLAB <br />O <br />C <br />" CHAMFER (I -STORY) <br />F6" <br />°• - ` <br />- - .tee <br />CHAMFERR (2-STORY) <br />- ir� <br />- <br />e <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />��INTERIOR CURB FOUNDATION WOOD WALL <br />$ <br />5 BOLLARD <br />6 <br />MONOLITHIC <br />FOUNDATION <br />6QALE:3/4"=,'-0" (W/ UPLIFT) <br />SCALE:3/4"=1'-0" (NO UPLIFT) <br />SCALE: 314"=1'-0". <br />SCALE: 3/4'=1'-0" <br />LAP TOP PLATE A MIN. OF 48" ----�� <br />AND NAIL W/,6d COMMON <br />NAILS, 2-ROWS, 4" 0/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB WI10d MASONRY NAIL <br />0. <br />PROVIDE OBL. TOP PLATE <br />16 0/C STAGGERED. <br />¢ ly, <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />-� <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />I N <br />O <br />8" CMU WALL <br />e' VARIEB 8' <br />Z <br />POURED LINTEL CONT. (TYP.) <br />p•. 8" CMU FILLED CELL (TYP.) <br />° <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0'-0~~~~SEE <br />TOPOF SLAB <br />a• <br />Z <br />— <br />SLAB SCHEDULE <br />o <br />112" DIA. SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />aC <br />< <br />°9 <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />" " <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° <br />• <br />m <br />POURED MONOLITHICALLY WITH <br />-!r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />��° <br />SEE SCHEDULE <br />I'1'"00Nf m E <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />� <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />12 <br />(�,__'�INTERIOR <br />3/a"=1'-0" <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: ll"=T-0" <br />..ALE:3a"=1'-0" <br />11 SCALE: 3/4"=V-0" <br />IBCIII ITF0T8 <br />6 <br />GroupL�. <br />41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslg%mup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:813S88.2828 <br />F.: s138e6 X2 so <br />mmo <br />atmDrv. de LOv <br />SILVERADO <br />LOT #21 <br />BLK. #10 <br />PRtOJICCT# <br />03719.000-21101 <br />MODar,A <br />2795— F <br />Gwrtwas 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EIT. B <br />PrirIJT 8/03/90 <br />awTE: <br />SCALE 1/4"=1'-O" <br />911mm <br />S1.1A <br />