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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z_ <br />° <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q EL <br />25 <br />SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SPACING <br />�. <br />cL <br />SPACING REQUIREMENTS <br />i <br />G <br />a— <br />w <br />°T U <br />W <br />la - __ <br />GARAGE DOOR <br />w RECESS <br />FM <br />M <br />Ity Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />N 8" <br />LU <br />= <br />c <br />Z <br />tO — <br />o'� ! IN FOUNDATION WITH 30" LEG EACH <br />'I,A' <br />W <br />o <br />+- 0'-0" <br />«. 0'-0" <br />d I yypy AT ALL CHANGES IN DIRECTIONS <br />N (o <br />—t—-^t—��--'R TOP OF SLAB <br />TOP OF BLAB <br />(... a� SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />vl • <br />CURB FOR <br />a° <br />EXT. PORCH SLAB ° <br />° <br />SEE SLAB SCHEDULE—• <br />BAR SIZE 48 BAR DIA. <br />4 CHAMFER (I -STORY) 18" <br />EXT. PORCH SLAB <br />- VARIES <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />Il <br />f <br />' _ .ILL <br />'"v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />ZLp, AT ELEV: <br />AT <br />W/ 1/2" ISOLATION -.., <br />JOINT (WHERE <br />6 CHAMFER (2-STORY) <br />#4 Y4" <br />W/ 112" ISOLATION <br />(1STORY) <br />` 6" CHAMFER (2STORY) <br />s <br />APPLICABLE) Z <br />SEE SCHEDULE #5 39' <br />JOINT (WHERE <br />APPLICABLE) <br />. <br />z <br />a ► EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WXD, BAR SIZE <br />#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 (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 42" <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 314"=1'-0" <br />�@ <br />GARAGE SCALE: 3l4"=1'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-lT' <br />4 SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 18d COMMON <br />AND NAIL W/ 16d COMMON —J( <br />NAILS. 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL WI 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. ( <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />0 NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE if2"x8" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />IL 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 />a g ( EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2' EMBED. MIN. @ 16' OC <br />SLAB 1. MASONRY <br />NAIL 16" O/C STAGGERED. <br />GALVANIZED PIPE <br />� Q 8', UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />ADDITIONAL METAL <br />W/FLANGE @ BASE <br />Q FOLLOW ALL MANF. <br />= <br />BTM AND TOP PLATE <br />CONNECTORS <br />K SPECIFICATIONS FOR <br />ANCHORS W/ 10d x <br />REQUIRED WHEN NO <br />USE AND <br />COMMON NAILS FILL ALL N <br />coXl—UPLIFT IS PRESENT. <br />PREPARATION OF <br />HOLES, DO NOT USE 1Od w <br />w <br />z HOLE. <br />x 3" SEE SLAB SCHEDULE <br />C SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />LU <br />Q <br />Q <br />SLAB W/(4)1/4- X 21/4" <br />p O <br />+- 0'-0' <br />+- 0'-0' <br />TAPCONS <br />Q� <br />TOP OF SLAB <br />TOP OF SLAB <br />4" CHAMFER (1-STORY) <br />°�" <br />6" CHAMFER (2-STORY) <br />EQ. EQ, SEE SCHEDULE <br />EQ. EQ. EE 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 />INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />$ scALe:34^"`0" (NO UPLIFT) <br />7 scALE:3/a"=r-°" (W/UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-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 />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 216 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />n- <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />w <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />to <br />O <br />8" CMU WALL <br />a' VARIES 1• <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />��0': <br />TOP OF SLAB <br />ISEE ° <br />SLAB SCHEDULE <br />2X WALL FRAMING <br />«- 0'-0" <br />TOP OF SLAB <br />a• <br />Z <br />SEE SLAB SCHEDULE <br />s <br />W" DIA. SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />��LL <br />'a <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 />;o <br />POURED MONOLITHICALLY WITH <br />-- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />- ° <br />- • SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />SCALE: 1"=1'-0" <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />" <br />BLOCK WALL CONNECTION <br />SCALE: P-17 <br />11 SCALE: 3/4"=V-T <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdaslgngroup.com <br />AA M: 0003326 <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: 813-886-2628 <br />FAX: 813.886.2802 <br />StMDIV. & LOT <br />SILVERADO <br />LOT #15 <br />BLK 13 <br />PR OJECT## <br />03719,000-15131 <br />IDII> 95-D <br />GARAGE STING: <br />LEFT <br />PAGE: <br />DETAILS <br />%150 MPH E . B <br />Dw1'E 10/30720 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S1.1A <br />