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IF <br />30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />f[T��' <br />CELL SEE PLAN FOR SIZE AND <br />< d <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />I, I.� , <br />0 CL <br />SPACING REQUIREMENTS <br />Q <br />SPACING <br />P <br />mw <br />m U <br />W <br />a. � � °•. <br />a <br />GARAGE DOOR <br />RECESS <br />0- <br />¢ <br />Q <br />1i FNI <br />°, <br />7 <br />¢ vai z • <br />8' CMU WALL <br />O <br />8' CMU WALL <br />, f - CORNER BARS, SAME SIZE AS LARGER BAR <br />w w B" <br />Z <br />m— <br />+0'-0'-d_ <br />j IN FOUNDATION WITH 30' LEG EACH <br />v I I I <br />v AT ALL IN DIRECTIONS <br />w U= <br />rn� <br />-a-0• <br />WAY CHANGES <br />TOP OF SLAB <br />TOP OF SLAB <br />I .. - SO THAT THE STEEL REINF. CONTINUOUS <br />��� <br />,°,ray •�, <br />U <br />vl ° I,> MATCH AMOUNT OF CONTINUOUS BARS <br />s...I <br />CURB FOR <br />. <br />a�� <br />EXT. PORCH SLAB <br />•. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR CIA. <br />4' CHAMFER (1 STORY) <br />83 18• <br />;—+ <br />El. PORCH SLAB <br />- VAR S <br />SEE SLAB SCHEDULE TOP Of GARAGE <br />o I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />�;0. AT ELEV: <br />W/ 112' ISOLATION <br />JOINT (WHERE a <br />6" CHAMFER (2-STORY) <br />gq Y4 <br />W/,/2'ISOLATION <br />4"CHAMFER (1-STORY) <br />Il4 6' CHAMFER(2STORY)> <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30• <br />JOINT(WHERE <br />•T� EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />? <br />4 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY 42' <br />N <br />' <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), ONO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE: 3/4'=,'-°' <br />2 <br />SCALE: 3'4•=,'-°• <br />CORNER BARS DETAIL <br />DOOR OPENING <br />C� GARAGE <br />3 <br />SCALE: 3 4'=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 NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />VERIFY HEIEI <br />NAILS, 2-ROWS, 4' O/C BTM. GHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />I <br />2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />j ¢ NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. 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 />1/2W" WEDGE ANCHOR W/2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE B BASE <br />¢ I <br />a, g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />8•, UNO <br />PLATE <br />EPDXY 5-,/2' EMBED. MIN. ®16' OC <br />SLAB W/10d MASONRY <br />o <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPF14 OR SPH6 MAX <br />NAIL 16' O/C STAGGERED. <br />_ CC PECIFICATIONS FOR <br />N < <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />= m USE AND <br />I <br />r PREPARATION OF <br />ANCHORS W/ 10d z 1 112' <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4' X 2 1/4' <br />HOLE. <br />COMMON NAILS FILL ALL <br />t0 UPLIFT IS PRESENT. <br />TAPCONS <br />Z <br />� ¢ <br />w <br />HOLES, DO NOT USE lad w <br />w <br />x 3" C SEE SLAB SCHEDULE <br />< SEE SLAB SCHEDULE <br />M O 0} <br />Q' <br />+ 0'-0' <br />+- 0'-0' <br />,QQ <br />TOP OF SLAB - � .. <br />TOP OF SLAB,��.; a <br />4' CHAMFER (1-STORV) <br />° <br />6' CHAMFER (2-STORY) <br />4 �-- <br />• n <br />e <br />EQ. EQ. SEE 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 />3QALE: 3�4•=''-°' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 SCALE:34=,'-°' (W/UPLIFT) <br />8 (NO UPLIFT) <br />SCALE:34=,-° <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />fv—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 />20 OR 2z6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />a " <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O >as <br />BTM. PLATE TO BE PT. <br />SLAB W/10d MASONRY NAIL <br />p� (— <br />¢ <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />w <br />m U <br />ADDITIONAL METAL <br />:1 <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />�- °�- � <br />, POURED LINTEL CONT. (TYP.) <br />�• e• CMU FILLED CELL (TYP.) <br />TOP OF 51 <br />SEE SLAB SCHEDULE <br />ze <br />:I / - - - <br />2X WALL FRAMING <br />f SEE SLAB SCHEDULE <br />1/2• DIA. SIMPSON STB2 BOLTS 5' <br />+-0'-0' <br />Z <br />Z <br />— <br />MINIMUM EMBEDMENT INE <br />TOP OF SLAB <br />� <br />'ISOLATED'COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />' CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />° • <br />m <br />POURED MONOLITHICALLY WITH <br />°�.� <br />_ — �� FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�, <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />FOUNDATION WOOD WALL <br />FOOTINGAND COL. PAD <br />BLOCK WALL CONNECTION <br />(D_,_�lVNTjgELRlT0R <br />(NO UPLIFT) <br />10 <br />SCALE: 3/4'=l'-O' <br />11 SCALE: 3/4'=l'-O' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdeaigngroup.com <br />L AA 11: 0003325 <br />h <br />BOOR a Lo <br />SILVERADO <br />LOT #14 <br />BLK #18 <br />P1tOJECT# <br />04128.002-14181 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE 81WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />