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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />rs <br />STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />••'•vsP_" <br />CELL SEE PLAN FOR SIZE AND <br />a <br />CELL SEE PLAN FOR SIZE AND <br />° <br />a <br />SPACING REQUIREMENTS <br />O r <br />SPACING REQUIREMENTS <br />y. <br />w <br />rn <br />`'�.r • ' �,.—..'_ • <br />GARAGE DOOR <br />RECESS <br />w <br />O <br />ed <br />Q <br />I <br />P.��FM <br />e) <br />• <br />gJ <br />9• <br />O W <br />B" CMU WALL <br />O <br />8" CMU WALL <br />• . CORNER BARS, SAME SIZE AS BAR <br />W W <br />O i <br />i <br />+- 0'-0" <br />' IN FOUNDATION WITH 3aLEG EACH <br />I <br />Z <br />N <br />+- ,d, <br />TOP OF SLAB <br />IF WAY AT ALL CHANGES IN DIRECTIONS <br />I _.. SO THAT THE STEEL REINF. IS CONTINUOUS <br />N <br />TOP OF SLAB <br />., <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIAL <br />4" CHAMFER (1STORY) <br />#3 18" <br />: <br />EXT. PORCH SLAB <br />- , - <br />SEE SLAB SCHEDULE TOP OF GARA� <br />4" CHAMFER <br />-!I I•I <br />P. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />^ 7,0, <br />MASONRY <br />UNITS SET <br />AT ELEV. <br />W/ 112" ISOLATION <br />JOINT (NAIERE ^ � ' V <br />8" CHAMFER (2-STORY) <br />N4 24'• <br />W/ 12° ISOLATION <br />(1STORY) <br />6" CHAMFER (2-STORY) <br />0-0" <br />APPLICABLE) Z <br />SEE SCHEDULE 3a, <br />JOINT (NMERE <br />APPLICABLE) <br />Z <br />••4 i EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE Ne 30, <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 (1., 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:34"=1-a' <br />2 <br />SCALE:34"=1-a' <br />@ GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 scALE: as"=,' -a' <br />4 <br />SCALE: 3/a•'=r-a' <br />LAP TOP PLATE A MIN. OF 48• <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 10d COMMON �_ <br />AND NAIL W/ 18d COMMON <br />NAILS,2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, C O'C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />W <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLAN 6 FOR SPACING SINGLE <br />a <br />y NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"xe" WEDGE ANCHOR W/2' <br />TO BE PT. PROVIDE DBL TOP <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPED <br />4 SECURED W(2-PART <br />g I EPDXY. MIN. EMBED <br />WASHER BET IN HIGH STRENGTH <br />PLATE <br />EPDXY 8-1/2" EMBED. MIN. 10" OC <br />SLAB W/1 Od MASONRY <br />GALVANIZED PIPE <br />Q 8", UNO <br />USP SPTH4 OR SPTHB STM MAX <br />ADIDITIONAL METL 16" OIC ALRED. <br />W/FLANGE ®BASE <br />= p FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />CONNECTORS NOT <br />SPECIFICATIONS FOR <br />to <br />10d z 1 1/2" COMMON NAILS <br />REQUIRED WHEN NO <br />4 <br />= m USE AND <br />FILL ALL HOLES, DO NOT USE <br />to <br />rn <br />UPLIFT 19 PRESENT. <br />� v PREPARATION OF <br />10tl x 3" W <br />W <br />HOLE. <br />Z <br />SEE SLAB SCHEDULE <br />K <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />Q <br />SLAB Wl(4) 1/4" X 2 1 /4"+- <br />+- UK <br />TAPCONS <br />"� O'?O <br />• <br />TOP OF SLAB • ' ..=AND <br />TOP <br />OF SLAB <br />" CHAMFER (I -STORY) <br />°"� <br />4.�—°6" <br />CHAMFER (2STORY) <br />ULE <br />EQ. EQ. <br />EE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />NTITY <br />AND BAR QUANTITY <br />ADDING <br />BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />8 <br />WOOD WALL <br />BOLLARD <br />�,,� <br />MONOLITHIC FOUNDATION <br />SCALE:34"=1'-a <br />(W/ UPLIFT) <br />SCALE:34"=1'-a' <br />(NO UPLIFT) <br />5 <br />scALE:3a"=,'-o" <br />l <br />r <br />SCALE:3/4"=,'-a' <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 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />� <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB WN Od MASONRY NAIL <br />d a <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />m U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />v <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />z <br />+_ a-0 <br />POURED LINTEL CONT. (TYP,) <br />8" CMU FILLED CELL (TYP.) <br />` <br />' TOP OF SLAB <br />"'--'.2X <br />SEE SLAB SCHEDULE <br />WALL FRAMING <br />IGROUTED <br />SEE SLAB SCHEDULE <br />112" DIA. USP 7280SD BOLTS S' <br />TOPOF SLAB <br />° <br />Z <br />♦ <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />!� •=�� <br />m <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />°� <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 />%[NTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />5 scALee3a"=,-o <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />10 <br />BLOCK WALL CONNECTION <br />SCA LE:34"=1'-a' <br />11 SCALE'34"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 327W <br />PH: 407-7748078 <br />FAX:407-774-4078 <br />wwwabdestgngroup.eom <br />L AA #: 0003325 , <br />O <br />8 <br />m <br />� <br />� <br />Li <br />L <br />Q <br />� <br />J <br />BVaD2v. Lo71 <br />ABBOTT PARK <br />LOT#44 <br />BLK #8 <br />P"rRcz,r <br />04181.000-240 <br />MODRU <br />3EAB <br />"1504- ALLEX" <br />GARAO3 BND4Gs <br />RIGHT <br />PAGW. <br />DETAILS <br />160 MPH EXP. C <br />E� 1/4"=1'-0" <br />.1A <br />