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i STEEL REINFORCING INGROUTED <br />g <br />CELL SEE PLAN FOR 317E AND <br />O } SPACING REQUIREMENTS <br />t <br />mV <br />v� <br />a <br />to 8" CMU WALL <br />+ <br />• TOP OF SLAB <br />BEE SLAB SCHEDULE <br />• • ee BAR SIZE 48 BAR DIAa` <br />EXT. PORCH SLAB 4" CHAMFER (ISTORY) <br />W/ 1/2" ISOLATION 8" CHAMFER (2STORY 18" <br />JOINT (WHERE � ♦ �. •'� N4 24" <br />APPLICABLE) i SEE SCHEDULE <br />#5 30' <br />i FOR WXD, BAR SIZE <br />AND BAR QUANTITY ##6 3e, <br />EXTERIOR MONO-FOOTINGr,1EXTERIOR <br />scALE:3a"=1'-a <br />2 <br />a y <br />Q T <br />U <br />KN <br />O <br />M <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />N <br />Q <br />8" CMU WALL <br />m i + <br />TOP OF—"- <br />1�( <br />' LAB SCHEDULE • TOP OF GARAGE <br />+ - <br />��� ♦?—��: 4" CHAMFER (I -STORY) <br />Lam_ _ S" CHAMFER (2STORY) <br />EE SCHEDULE <br />i q. <br />FOR WXD, BAR SIZE <br />N AND BAR QUANTITY <br />MONO -FOOTING <br />scALE:a4'=, Lr' <br />@ GARAGE <br />30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />(r p — <br />> ,F • ' <br />Ill •• + . <br />v :. �.�' • ' .—.. ,, ' <br />.:1.1+ o .L� <br />I <br />.� FM—" <br />Ij n CORNER BARS, SAME 817E AS BAR <br />+ I+ IN FOUNDATION WITH 30"LEGEACH <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... - 80 THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I+I �. I2 <br />"P. CONTINUOUS STEEL MONOLITHIC <br />+ FOOTING REINFORCEMENT SEE SCHEDULE <br />+ <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 70 3, PROVIDE 2 BARS), UNO <br />MONOLITHIC FOUNDATION <br />CORNER BARS DETAIL <br />3 <br />" <br />GARAGE DOOR <br />RECESS <br />m� <br />V B+ <br />I, W <br />x <br />N U) <br />CURB <br />MASONRY <br />UNITS SET <br />0+ <br />7' 0T'. <br />0_0 <br />RECESS AROUND GARAGE <br />DOOR OPENING <br />OSCALE:3/4=l-0SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 1So 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 />tal a I <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />m NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />IL SECURED W/2-PART <br />PROVIDE DBL. TOP PLATE <br />SECURE B7. PLATE TO <br />IL g I EPDXY, MIN. EMBED <br />SLAB W/10d MASONRY <br />8", UNO <br />gp <br />NAIL 16" O/C STAGGERED. <br />i4.i <br />Q FOLLOW ALL MANE <br />SPECIFICATIONS FOR <br />SECURE FLANGE TO <br />tpUSE <br />m <br />SLAB Wtl(4)1/4" X 21/4" <br />TAPCONS <br />F PREFAB TION OF <br />U' HOLE. <br />W <br />YW K <br />SLAB SCHEDULE <br />a <br />o <br />TOP of SLAB <br />[SEE <br />4" CHAMFER (1STORY) <br />° <br />S•' CHAMFER (2STORY) <br />+ <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, R SIZE <br />5 BOLLARD <br />AND BAR QUANTITY <br />scALE:34'=r-a' <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC FOUNDATION <br />$ <br />sDALE:34"=''� <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN OF 48' <br />AND NAIL W/ 164 COMMON <br />NAILS, 2-ROWS, F' 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 />PLANS FOR SPACING. SINGLE <br />BTM. PLATE 70 BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10o MASONRY NAIL <br />18" O/C STAGGERED. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />111'..C. <br />/2'•DIA. USP 7250SD BOLTS S" <br />TOP OF SLAB <br />.eMINIMUM <br />EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />VERTICALLY MAX <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIGWALL TO <br />E_,_'�INTIEERIMOR <br />�4"=''° (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />11 <br />SCALE: 314"=1'-0' <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesl"Mup.eom <br />AA 8: 0003325 , <br />MUM <br />L9111111 <br />sumly ae r oar <br />SILVERADO <br />LOT #55 <br />BLK #6 <br />"JL'CT <br />04128.00 —5 061 <br />MODMU <br />4EHB <br />"2605— HAYDEN" <br />GARAOR SWOW01 <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />ND A <br />AR N <br />PaWT <br />DATM1/18/19 <br />SCALM 1/4"=1'-0" <br />slim= <br />S1.1A <br />