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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />v „ A <br />Z <br />3 <br />STEEL REINFORCING GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />v^— — <br />r v ' v <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />O <br />� <br />SAINREQUIREMENTS <br />SPACING <br />�I' <br />v: <br />• _ <br />°�r{ • • <br />GARAGE DOOR <br />W <br />V1 <br />.�..T� <br />1 <br />RECESS <br />to <br />Q <br />FM <br />0 N 2! <br />e" CMU WALL <br />O <br />B" CMU WALL <br />E SIZE AS _ <br />BARS, ITH <br />I ' FOUNDATION <br />W <br />B+ <br />Z <br />+- <br />WINER <br />...I N 30" LEG EACH <br />IOU x <br />ih <br />+- a-0' <br />'vl WAY AT ALL CHANGES IN DIRECTIONS <br />N to <br />TOP OF SLAB <br />TOP OF SLAB <br />I ..• SO THAT THE STEEL REINF. 13 CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB n <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />#3 18' <br />� <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (iSTORV) <br />I•I.° ILL <br />'"� o.. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />7 p+ <br />MASONRY <br />UNITS SET <br />ELEV: <br />W/ 1/2" ISOLATION ' ,. <br />JOINT (NMERE • • <br />e" CHAMFER (2-STORY) <br />#4 24" <br />W/ 112" ISOLATION <br />8" CHAMFER (2STORY) <br />0AT <br />APPLICABLE) i <br />SEE SCHEDULE #8 3a' <br />JOINT (WHERE <br />APPLICABLE) <br />, _1 <br />EE SCHEDULE <br />2: 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />3V <br />AND BAR QUANTITY #6 <br />AND BAR QUANTITY <br />NUMBER OF BARB (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />BCALE:3/4"=V-0 <br />2 @ GARAGE SCALE:3/4"=r-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3/4^=1'-a' <br />4 <br />SCALE: 3/4"=V-0' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />W I <br />PLANS FOR SPACING SINGLE <br />GALVANIZED PIPE <br />O NEW REINF. BAR <br />BTPLATE TO BE PT. <br />W/FLANGE BASE <br />O a SECURED W/ 2- PART <br />PROM. VIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />IY I EPDXY <br />a g . MIN. EMBED <br />SLAB W/10d MASONRY <br />c� <br />Q 811, UNO <br />NAIL 16" O/C STAGGERED. <br />ou <br />3 FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />SECURE FLANGE TO <br />N <br />USE AND <br />SLAB W/(4)1/4"X21/4" <br />TAPCONS <br />H PREPARATIONOF <br />HOLE. <br />W <br />w K <br />C <br />SEE SLAB SCHEDULE <br />TOP OF SLAB <br />4"CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />.e • do . <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />5 <br />AND BAR QUANTITY <br />sCALE:y4"=''a' <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC FOUNDATION <br />8 <br />6 <br />SCALE:3/4"=V-a' <br />(NO UPLIFT) <br />SCALE: 3/B'=V-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 W/ PLAN <br />2x4 OR 2x5 WOOD BEARING _`4 <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATETO <br />41r <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16" O/C STAGGERED. <br />POURED LINTEL CONT. (TYP.) <br />" CMU FILLED CELL(TYP.) <br />SEE SLAB SCHEDULE2X <br />WALL FRAMING <br />W8l <br />/2" DIA. USP 72608D BOLTS 8" <br />TOP Of SLABaINIMUM <br />EMBEDMENT INTO <br />ROUTED CELL, 4" FROM ENDS AND <br />16" O.C. VERTICALLY MAX <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />BDALE. y4'="a (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=V-01' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7746078 <br />FAX: 407-774.4078 <br />www.abde•Igngroup.eom <br />AA N: 0003325 <br />� <br />pg <br />o <br />atrsa:v as LWO <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />Pnojm # <br />04 8. 02— 7 71 <br />MODZU <br />4EHB <br />"2605— HAYDEN" <br />GA1tAGa! 91rITGt <br />RIGHT <br />PAGIM <br />DETAILS <br />50 MPH EXP. <br />