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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z. <br />- '- .¢ <br />Z <br />22 <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />rr <br />CELL SEE PLAN FOR SIZE AND <br />d_ a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�, <br />4. <br />yr <br />SPACING REQUIREMENTS <br />mW <br />CWJ <br />W <br />{ <br />: I <br />�¢ "' �— °" <br />GARAGE DOOR <br />W RECESS <br />cfa <br />Q <br />¢ FM—. <br />• .o <br />g� <br />y Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />. CORNER BARS, SAME SIZE AS BAR <br />I <br />Lu W <br />B" <br />2 <br />*- 0'� <br />I, <br />IN FOUNDATION WITH 30" LEG EACH <br />w = <br />.- 0'-0" <br />"• I <br />WAY AT ALL CHANGES IN DIRECTIONS <br />058 <br />TOP Op" <br />. .. .. .. TOP OF SLAB <br />I ... I` SO THAT THE STEEL REINF. 13 CONTINUOUS <br />ti"'".'+t'—"y'"'•'1+�"' <br />,�.....� ° �� <br />I, <br />° MATCH AMOUNT OF CONTINUOUS BARS <br />I.° <br />CURB FOR <br />• "� <br />a <br />EXT. PORCH SLAB <br />° <br />SEE SLAB SCHEDULE <br />BAR SIZE 4B BAR DIA. <br />-4" CHAMFER (+STORY) <br />18" <br />EXT. PORCH SLAB <br />- V IF <br />'SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />I� <br />2 <br />I .ILL <br />' � ¢ CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />,�yL�. <br />7=p" <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />WI 1/2" ISOLATION <br />JOINT (WHERE s • • �� <br />6" CHAMFER (2-S70RY) <br />#4 24'• <br />W/ I* ISOLATION <br />(I -STORY) <br />< 6" CHAMFER (2-STORY) <br />a <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30, <br />JOINT (WHERE <br />APPLICABLE) <br />•' i EE SCHEDULE <br />Z_ ? <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WxD, BAR SIZE <br />#6 36" <br />FOR WXD, BAR SIZE <br />2 <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />v <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile.2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42" <br />� <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3/a"=1'-0" <br />2 @ GARAGE SCALE:3l4"=1'-0" <br />3 <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 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 W/ PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />Lu <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />O a SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPED <br />a g EPDXY. MIN, EMBED <br />SLAB WNOd MASONRY <br />GALVANIZED PIPE <br />$ 8", UNO <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE @ BASE <br />FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />SPECIFICATIONS FOR <br />CONNECTORS NOT <br />m USE AND <br />I <br />REQUIRED WHEN NO <br />4 <br />F= PREPARATION OF <br />u) <br />UPLIFT IS PRESENT. <br />in <br />Z HOLE. <br />ofSECURE <br />SEE SLAB SCHEDULE <br />FLANGE TO <br />SLAB W/(4)1/4" X 2 1/4" <br />._ p <br />TAPCONS <br />QQ• <br />TOP OF SLAB <br />Q <br />Q" <br />7-1, . :a <br />4- CHAMFER(1STORY) <br />6" CHAMFER (2-STORY) <br />- <br />e <br />4! 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 />$ <br />`� <br />V <br />scALE: 3/a"=r-0° <br />SCALE:314"=l'-9' <br />(NO UPLIFT) <br />SCALE: 3l4"=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 W/ PLAN <br />VA <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />� <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING, SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Of <br />Lu <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />L) <br />� =� <br />REQUIRED WHEN NO <br />0. <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />_Z <br />2 <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (fYP.) <br />p <br />y <br />+- 0'-0" <br />TOP OF SLAB <br />*- 0'-0" <br />n - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />- -0" <br />TOP OF SLAB <br />.'a• <br />1/2" DIA. USP 725OSD BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM AND <br />EXT. PORCH SLAB <br />EE SLAB SCHEDULE <br />4" CHAMFER (1STORYj <br />BAR SIZE 48 BAR DIA. <br />"> OV <br />.• 4 <br />ENDS <br />W/ 1/2" ISOLATION <br />8"CHAMFER (2STORY) <br />#3 18" <br />° <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />#4 24" <br />, <br />APPLICABLE) <br />Z MATCH STEEL <br />e•° <br />#5 30" <br />SEE SCHEDULE <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />06 36" <br />6' PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />#7 42" <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WxD, BAR SIZE <br />ANDBARQUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />(�,-`�INTERIOR <br />3/4"=V-o" (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />12 <br />THRU FOOTING <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=+'-O" <br />d441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32780 <br />PH: 407-774807E <br />FAX: 407-774-4078 <br />www.abdos)gngroup.00m <br />L AA 0: 0003325 <br />m <br />Y <br />ppp <br />q <br />� <br />3 <br />ABBOTT PARK <br />LOT #45 <br />BLK #9 <br />PROJ=T <br />04181.000-45091 <br />MODEL& <br />4EHB <br />"2605-HAYDEN" <br />GAMAGE 8WXKO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DF—IUNTA 12/08/19 <br />8CA JA: 1/4"=1'-0" <br />m*Em T <br />S1.1A <br />