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IS CONTINUOUS <br />W N <br />TOP OF SLAB <br />�~ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />?Ir <br />CURB FOR <br />n <br />EXT. PORCH SLAB <br />W/U2"ISOLATION �e <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY)EXT. <br />#3 18" <br />LAB <br />� - VARIES <br />' <br />° SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />ICI°; ILL.i/x <br />o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�' <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />JOINT (WHERE • <br />8" CHAMFER (2-STORY) <br />#4 24" <br />Yy/2''OISOLAS ION <br />(1-STORY) <br />6" CHAMFER (2-STORY) <br />.. <br />0'-0" <br />APPLICABLE) z <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Tea <br />Z o. EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <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 />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />2 BDALE: 3!<"=+'-o• <br />GARAGE <br />g <br />CORNER BARS DETAIL <br />(Dpgq_R��SCALE: <br />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 />LAP TO OCCUR OVER STUD <br />OF WALL WI PLAN <br />Lu <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />w <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />j O NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />O 0- SECURED W/ 2- PART <br />S <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPED <br />00.. <br />EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />< 8", LINO <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE ® BASE <br />Q 0 FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />y � SPECIFICATIONS FOR <br />CONNECTORS NOT <br />USE AND <br />I <br />REQUIRED WHEN NO <br />F=- ro PREPARATION OF <br />N <br />UPLIFT IS PRESENT. <br />HOLE. <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2114" <br />o p }• <br />ro <br />< <br />TAPCONS <br />QFO <br />TOP OF SLAB <br />Q' <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />e. <br />• s <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />6 <br />SCALE: 314"=1'-0" <br />SCALE:3/4"=1'-0" <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" �y <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />HEIGHT <br />VERIFY HEIEI <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />C <br />SPACING REQUIREMENTS <br />PLATE <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />¢�¢ <br />m V <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />m <br />8" CMU WALL <br />UPLIFT IS PRESENT, <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />_i <br />TOP OF SLAB <br />4 TOP OF SLAB <br />SEE SLAB SCHEDULE <br />�.2XWALLFRAMING.-1/2" <br />IGROUTED <br />OF SLAB <br />_a. <br />DIA. SIMPSON ST82 BOLTS 6'SEE <br />MINIMUM EMBEDMENT INTO <br />CELL, 4" FROM ENDS AND <br />EXT. PORCH SLAB <br />SLAB SCHEDULE <br />4" CHAMFER (I -STORY) <br />ZW4TOP <br />BAR SIZE 48 BAR DIA. E <br />O <br />c <br />° <br />W/ 1/2' ISOLATION <br />s 6" CHAMFER (2-STORY) <br />#3 18„ <br />° <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />• <br />24" <br />• <br />APPLICABLE) <br />Z MATCH STEEL <br />SEE SCHEDULE <br />6" PVC CHASE <br />� REINFORCEMENT <br />iv PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL 1 <br />SEE SCHEDULE <br />REINFORCEMENT J <br />��INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WxD, BAR SIZE <br />PVC CHASE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />BDALE:34"=+'-o" (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />11 <br />SCALE: 3/4"=V-0" <br />12 <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />VA".abdeaigngroup.com <br />L AA M: 0003325 <br />Y <br />�S <br />0 <br />]_LL <br />W) <br />0 <br />stmDm Ae LOT <br />SILVERADO <br />LOT #43 <br />BLK #18 <br />PROJECT* <br />04128.002-43181 <br />MODEL <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8Wn4G: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E . B <br />