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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTEDCELL <br />SEE PLAN FOR SIZE AND <br />4 p;CELL <br />SEE PLAN FOR SIZE AND <br />F� <br />SPACING REOUIREMENTS <br />SPACING REQUIREMENTS <br />L-9, <br />cr. <br />FM <br />p <br />8" CMU WALL <br />O" <br />CMU WALL <br />, . CORNER BARS, SAME SIZE AS LARGER BAR <br />io <br />Z_ <br />ro <br />+- 0'-lY' <br />° II IN FOUNDATION WITH 30" LEG EACH <br />+- 0'-0" <br />>I_ d ',J WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF BE <br />�—^ TOP OF SLAB <br />I ° ✓✓11 SO THAT THE STEEL REINF. IS CONTINUOUS <br />.ra--ram <br />MATCH AMOUNT OF CONTINUOUS BARS <br />f� <br />• <br />e <br />EXT, PORCH SLAB <br />'° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />-VARIES <br />• BEE SLAB SCHEDULE TOP OF GARAGE <br />I °I' ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2. ISOLATION ° <br />JOINT (WHERE ♦ ♦ <br />#3 18" <br />6" CHAMFER (2-STORY) <br />#4 44 <br />EXT. PORCH BLAB <br />W/ 1/2" ISOLATION <br />4" CHAMFER 1-STORY) <br />( <br />I6" CHAMFER (2-STORY) <br />a <br />° <br />: <br />APPLICABLE) z - <br />SEE SCHEDULE #s 3a, <br />JOINT (WHERE <br />-- <br />• i EE SCHEDULE <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />4 FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY 36 <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LIND <br />#7 47' <br />v <br />� <br />%EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />,, <br />SCALE: 3/4"=1'-0" <br />@GARAGE SCALE:3/4"=1-0 <br />^ CORNER BARS DETAIL <br />�} <br />SCALE: 3/4"=1'-a' <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />aaaCCO!!! RECESS <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />g j <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />N W 8+ <br />W = <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />N 8 <br />w <br />WALL W/ SYP <br />ul <br />0 0_ I <br />N <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />CURB FOR <br />> NEW REINF. BAR <br />p p, SECURED W12- PART <br />3 <br />TO BE IT. PROVIDE DBL TOP 1/7k6" WEDGE ANCHOR W12' <br />PLATE WASHER SET IN HIGH STRENGTH <br />MASONRY <br />7• UNITS SET <br />'0. <br />2" CAPPED <br />o_ I EPDXY. MIN. EMBED <br />EPDXY 5-12" EMBED. MIN. 0 16" OC <br />.- <br />AT ELEV: <br />GALVANIZED PIPE <br />Q 8', UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />0'-a' <br />W/FLANGE @ BASE <br />Q 0 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />_ SPECIFICATIONS FOR <br />O ¢¢ <br />ANCHORS WI' x i 1/2' <br />o <br />= m USE AND <br />COMMON NAILS FILL ALL <br />4„ PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />Z � HOLE. <br />x 3' 0' SLAB SCHEDULE <br />SECURE FLANGE TO <br />w <br />Q <br />RECESS AROUND GARAGE <br />SLAB W/(4)1/4'X 21/#' <br />Y,g o}. <br />[SEE <br />+- -0" <br />TAPCONS <br />'Q' <br />TOP OF SLAB < ; <br />� <br />DOOR OPENING <br />aQ <br />4 <br />Q" <br />. <br />: <br />SCALE3W=l'-0"e. <br />4"CHAMFER (1STORY) <br />n � <br />6" CHAMFER (2-STORY) <br />- <br />e G,, <br />EQ. EQ. SEE SCHEDULE <br />LAP TOP PLATE A MIN. OF 48" <br />FOR WXD, BAR SIZE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" BTM. <br />AND BAR QUANTITY <br />LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN <br />ADDING BAR TO <br />7 INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />SCALE 3/4"=1'-a' <br />(W/UPLIFT) <br />5 <br />6 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <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 />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />N UPLIFT IS PRESENT. <br />LAP TOP PLATE A MIN. OF 48' <br />W <br />AND NAIL W/ 16d COMMON <br />K SEE SLAB SCHEDULE <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />Q <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />+- '-0" <br />SPACING REQUIREMENTS <br />TOP OF SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z' <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />d <br />.4 <br />BTM. PLATE TO BE IT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />y <br />PROVIDE DBL. TOP PLATE <br />18' O/C STAGGERED. <br />F <br />¢ W <br />a0 <br />. as <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />O <br />EQ. EQ. SEE SCHEDULE <br />REQUIRED WHEN NO <br />0_ raA <br />O <br />8"CMU WALL <br />FOR WXD, BAR SIZE <br />UPLIFT IS PRESENT. <br />+- -0 <br />POURED LINTEL CONT. (TVP,) <br />AND BAR QUANTITY <br />Ir �• 8" CMU FILLED CELL(TYR) <br />INTERIOR CURB FOUNDATION WOOD WALL <br />TOP OF SLAB <br />~~BEE <br />SEE SLAB SCHEDULE <br />_ <br />V. <br />2X WALL FRAMING <br />SCALE: 3/4"=1'-a' (NO UPLIFT) <br />TOP OF SLAB <br />a• <br />Z <br />SLAB SCHEDULE <br />e <br />1/2" DIA. SIMPSON STB2 BOLTS 8' <br />MINIMUM EMBEDMENT INTO <br />- <br />•♦ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />°•y <br />°�� <br />80 <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />-- — r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />• SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />T FOR MC, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />e• vARIE6 B• <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />(NO UPLIFT) <br />�� <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />�„ <br />SCALE:3/4"=1'A" <br />� � SCALE: <br />1„ m� <br />t <br />SHOWER RECESS FOOTER <br />I � <br />SCALE: V=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 4074746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA S: 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: 613.8 628 <br />FAX: 813-888.2802 <br />SVHDIV. am LAT: <br />SILVERADO <br />LOT #4 <br />BLK #16 <br />PROJECT* <br />03719,001-04161 <br />1�ODET. <br />2795—CAMDEN" <br />GARAGE SAYING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 UP E B <br />U iIN <br />Dw'E 06/10/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S1.1A <br />