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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z_ <br />— <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a d <br />U <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />E <br />SPACING REQUIREMENTS <br />I..r <br />m <br />. <br />1 �s.:. r.�[.•: T`_ .• <br />/'��c' GARAGE DOOR <br />/w ^ <br />w <br />rOU <br />U <br />w <br />=_ <br />I I <br />RECESS <br />agate <br />_ <br />�a <br />N <br />Q <br />FM <br />.o <br />0 tan Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />. CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W W 6" <br />tD - <br />+- 0'-0' <br />IN FOUNDATION WITH 3a' LEG EACH <br />w U <br />o <br />+_ p-p• <br />- d WAY AT ALL CHANGES IN DIRECTIONS <br />O N <br />TOP OF SLAS <br />TOP OF SLAB <br />I• SO THAT THE STEEL REINF. IS CONTINUOUS <br />. - - <br />- MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />JIB � <br />a <br />EXT. PORCH SLAB �• <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR CIA. <br />4" CHAMFER (1 STORY) <br />#3 18" <br />EXT. PORCH SLABCHAMFER <br />- VA I S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I• � I� <br />v. t` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7b, ELEV: <br />W/ i/2" ISOLATION <br />6' CHAMFER (2-STORY) <br />Wl 112" ISOLATION <br />(1-STORY) <br />w <br />0. <br />0'-0" <br />JOINT (WHERE <br />APPLICABLE) zSEE <br />#4 44• <br />SCHEDULE #5 3a' <br />JOINT (WERE <br />APPLICABLE) <br />7�WHEN <br />CHAMFER (2-STORY) <br />SCHEDULE <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />38 <br />xD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />BDALE:34"=''-0" <br />2 <br />BDALE:34"=''-°" <br />� CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />4 <br />SCALE: 3t4"=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 />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />a <br />O I <br />a <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />U 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 SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'k8" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE Q BASE <br />p, EPDXY. MIN. EMBED <br />( <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />...i UNO <br />PLATE <br />EPDXY 5-112" EMBED. MIN. 0 16" OC <br />SLAB W/10d MASONRY <br />4 <br />a O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" 0/C STAGGERED. <br />_ SPECIFICATIONS FOR <br />y a <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= m USE AND <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE <br />F- PREPARATION OF <br />x <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4" X 2 /4" <br />1 <br />TAPCONS <br />O HOLE. <br />w <br />rn <br />, CO NOT USE tOtl w <br />w UPLIFT IS PRESENT. <br />x 3" SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />M � <br />a <br />a <br />VAI <br />[SEE <br />0 o <br />p-p <br />TOP OF SLAB <br />TOP OF SLAB\. <br />° <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />/:_�_° <br />� a . <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 />SGALE:34='-° <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />$ <br />6 <br />SCALE:3/4"=V-a' (W/ UPLIFT) <br />scALE:3/a"=r-a' (NO UPLIFT) <br />SCALE:3/4"=1'-0" <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 />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL W/ SYP No 2 STUDS SEE <br />a '� <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />0 a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />D.CONNECTORS <br />NOT <br />to <br />REQUIRED WHEN NO <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />m Z <br />+- <br />POURED LINTEL CONT. (TYP.) <br />+ e'' 8" CMU FILLED CELL (fYP.) <br />- TOP OF SLAB AB <br />.I• <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />_ <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- <br />Z <br />Z <br />- <br />.MINIMUM <br />_F—FO <br />EMBEDMENT INTO <br />PLI' <br />TOPOF SLAB <br />� ° • <br />� <br />_"ISOLATED" <br />COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS ANC <br />ro�POURED <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />-TEDULE <br />SEE SCHEDULE <br />BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />1 BLOCK WALL CONNECTION <br />SQALE:3/4"=V-0" (NO UPLIFT) <br />10 <br />SCALE:34"=1'-0" <br />1 SCALE:3/4'*=V-0" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.a hdea Igngrou p.com <br />L AA #: 0003325 <br />Y <br />'0 <br />SUNDM Ae LOT, <br />ABBOTT PARK <br />LOT #20 <br />BLK 15 <br />PROJECT* <br />04181.000-20151 <br />MODEL, <br />4EBB <br />"1828-CALI" <br />GARAGE BMWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />