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30" <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />}} <br />. <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />r[� — <br />7 <br />CELL SEE PLAN FOR SIZE AND <br />d 0- <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS. <br />e <br />,I e <br />Ca <br />SPACING REQUIREMENTS <br />t <br />w t� <br />E <br />w <br />tb U <br />GARAGE DOOR <br />w RECESS <br />U <br />K <br />I l�FM <br />• <br />w IL <br />Q <br />F <br />¢ ( 2 <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I .. CORNER BARS, SAME SIZE AS BAR <br />I <br />W W e' <br />- Z <br />m <br />1, IN FOUNDATION WITH 30" LEG EACH <br />"'III <br />w = <br />y <br />+- 0'-0" <br />TOP OF SLAB <br />+- 0'-0" <br />TOP OF SLAB <br />. d ,JI WAY AT ALL CHANGES IN DIRECTIONS <br />I ... ^'I SO THAT THE STEEL REINF. IS CONTINUOUS <br />-~v <br />- <br />-. <br />I- MATCH AMOUNT OF CONTINUOUS BARS <br />I �I. <br />CURB FOR <br />° <br />EXT. FOR SLAB <br />a., <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (ISTORY) <br />#3 18' <br />� <br />EXT. PORCH SLAB <br />(-1 VA <br />ARIES� <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />Ili <br />�. <br />I .� CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />� UNITS SET <br />7Lp. AT ELEV: <br />W/ V2" ISOLATION <br />JOINT (WHERE <br />6" CHAMFER (2STORY) <br />p4 Y,V' <br />W/ i/2" IS, <br />(1-STORY) <br />�, 6" CHAMFER (2.STORY) <br />W..NSITIONS <br />0'-0" <br />APPLICABLE) Z <br />SEE SCHEDULE � 30 <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />" EESCHEDULE <br />°� <br />ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />Fr <br />AND BAR QUANTITY 42` <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SDALE:34"''-0" <br />2 <br />SCALE:34",'0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@GARAGE <br />3 <br />4 <br />SCALE: 314"=1'•0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' --�-� <br />LAP TOP PLATE A MIN. OF 48. <br />AND NACOMMON <br />AND NAIL W/ COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4` O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />OF WALL PLAN <br />LAP TO OCCUR OVER STUDAlr <br />w <br />o a I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />2" CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2-PART <br />SPACING. SINGLE BTM. PLATE <br />/2" <br />1/ASH <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />h S EPDXY, MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />RSETWEDGIN IGHSTRCHOR <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE 8T, PLATE TO <br />-� 8", LING <br />g <br />PLATE <br />EPDXY 5-112" EMBED. MIN, 16" OC <br />SLAB W/10d MASONRY <br />4 <br />Q O FOLLOW ALL MANF. <br />= <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL ITO/C STAGGERED. <br />M <br />0: SPECIFICATIONS FOR <br />N Q <br />AND TOP PLATE ANCHORS WI <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />= 9 USE AND <br />I <br />H PREPARATION OF <br />10d x 1 12" COMMON NAILS <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLAB X 21/4" <br />HOLE. <br />FILL ALL HOLES, DO NOT USE <br />UPLIFT IS PRESENT. <br />T. <br />TAPCONS)'/4" <br />W C <br />10d x 3" w <br />W <br />-1 <br />goo <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Q <br />+ 0 0' <br />a <br />TOP OF SLAB �� .. J y <br />+. p <br />TOP OF SLAB <br />° <br />4" CHAMFER (I -STORY) <br />- <br />•; <br />6"CHAMFER(2-STORY) <br />a.�� _ <br />�_ ,�-. ._° <br />•: .a° <br />° <br />� s <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />.f INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />8 <br />scALE:3/a=r-a' (W/ UPLIFT) <br />SCALE:3l4"=1'-0" <br />scALE:aIa"=r•a' (NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB Nod MASONRY NAIL <br />w <br />i6" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />(A <br />AV REQUIRED WHEN NO <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />ro 2 <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLABSEE <br />SLAB SCHEDULE <br />.2X <br />WALL FRAMING <br />HVGROUTED <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 725OSD BOLTS 5" <br />+- p'.p°MINIMUM <br />EMBEDMENT INTO <br />TOP OF SLAB <br />"ISOLATED"COLUMNPAD <br />CELL, 4" FROM ENDS AND <br />"I_�� <br />° • CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° q <br />° <br />POURED MONOLITHICALLY WITH <br />* <br />r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />I° <br />SEE SCHEDULE <br />3 FOR WXD, BAR SIZE <br />/ FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />A AND BAR QUANTITY <br />�. <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />WOOD WALL <br />,,, FOOTING AND COL. PADBLOCK <br />WALL CONNECTION <br />&_,_�INKTERMIORFOUNDATION <br />3/4"=1'-0" (NO UPLIFT) <br />:V <br />SCALE: 3/4"=1'-0" <br />1 1 SCALE: 3/4"=1'-0" <br />L44i N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdoslgngroup•com <br />AA N: 0003325 <br />n <br />SILVERADO <br />LOT #8 <br />BLK. #17 <br />P1 oiw <br />0412 .002-08171 <br />MODZU <br />4EAB <br />"1672-ARIA" <br />GARAGE awuva: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />RENT -I <br />I8n <br />AB:: 12/03/19 <br />CALE: 1/4"=1'-0" <br />HEW <br />S1.1A. <br />