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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />j <br />STEL REINFORCING IN GROUTED <br />E <br />STEEL REINFORCING IN GROUTED <br />_ <br />CELL SEE PLAN FOR SIZE AND <br />Q (� <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />,Is <br />I� v <br />'— <br />o YaY <br />SPACING REQUIREMENTS <br />T <br />t <br />mj <br />wuJ <br />ad <br />f <br />c " <br />GARAGE DOOR <br />RECESS <br />K <br />fr <br />Q''�.v <br />FM <br />p0. <br />N Z <br />8"CMU WALL <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />I <br />w W B' <br />= <br />to <br />`Oo <br />Z <br />+- 0' ' <br />IN FOUNDATION WITH 30" LEG EACH <br />w <br />+- 0.-0. <br />999 ' d ,JI WAY AT ALL CHANGES IN DIRECTIONS <br />> <br />/V/J <br />TOP OF SLAB <br />TOP OF'" <br />I .. - SO THAT THE STEEL REINF. IS CONTINUOUS <br />-ems—+. • <br />I I e� MATCH AMOUNT Of CONTINUOUS BARS <br />�.k CURB FOR <br />" <br />a <br />EXT. PORCH SLAB <br /><.. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I STORY) <br />tg' <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />' v. CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�/� MASONRY <br />UNITS SET <br />� 0. AT ELEV: <br />W/ 12"ISOLATION <br />JOINT (WHERE 4 <br />6" CHAMFER (2-STORY) <br />84 Y4" <br />W/12"ISOLATION <br />< (1STORY) <br />6" CHAMFER(2STORY) <br />.. <br />0'-0" <br />APPLICABLE) Z <br />SEE SCHEDULE 30" <br />JOINT(WHERE <br />Z <br />i <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WxD, BAR SIZE <br />� wAPPLICABLE) <br />� <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />uT 42" <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0" <br />e� <br />2 <br />@ GARAGE SCALE:3I4"=l'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE; 3!4"=1'-0" <br />4 SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" --�� <br />TEA <br />AND NAIL W/ 16d COMMON <br />AND NAIL WI 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 />0 EL ( <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />EL NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />IL g EPDXY. MIN, EMBED <br />I <br />TO BE PT. PROVIDE DBL, TOP WASH WEDGEANCHORHISTRENGTH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />W/FLANGE 0 BASE <br />d 8", UNO <br />- <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. (� 16- OC <br />SLAB W/10d MASONRY <br />G O FOLLOW ALL MANF. <br />NAIL i6" O/C STAGGERED. <br />c? <br />N SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />ADDITIONAL METAL <br />io <br />9 I USE AND <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />= <br />F- w PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />REQUIRED WHEN NO <br />SECURE FLANGE TO <br />CO a HOLE. <br />COMMON NAILS FILL ALL /n <br />/n UPLIFT IS PRESENT. <br />SLAB W/(4) 1/4" X 2 1/4" <br />w= <br />HOLES, DO NOT USE 10d w <br />w <br />TAPCONS <br />= <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Mo <br />a <br />a <br />.� <br />TOP OF SLAB _\ y <br />TOP OF SLAB <br />e_a <br />4" CHAMFER (1-STORY) <br />. <br />6" CHAMFER (2-STORY) <br />e; <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />c <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />OMONOLITHIC <br />6 <br />— <br />7 scALE:3/a"=r-0" (NI/ UPLIFT) <br />8 ScnLE:3/a"=r-0" (NO UPLIFT) <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 />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 2z6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />�s <br />PLANS FOR SPACING. SINGLE <br />s <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W0d MASONRY NAIL <br />(L <br />p <br />PROVIDE DBL. TOP PLATE <br />S <br />18" O/C STAGGERED. <br />¢¢ <br />m U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />a <br />In <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />+- 0'-0' <br />8" CMU FILLED CELL (TYP.) <br />• <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />WIff"O.C. <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0Z <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOPOF SI-AB <br />Z <br />- <br />♦ <br />GROUTED CELL, 4" FROM ENDS AND <br />2 <br />"ISOLATED"COLUMNPAD <br />VERTICALLY MAX <br />°" <br />CENTERED UNDER WALL AND <br />°'�•� <br />T� POURED MONOLITHICALLY WITH <br />- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />�3 <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />9 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9QALE:34"=, <br />0 (NO ) UPLIFT <br />0 <br />11 SCALE: 3/4"=V-0" <br />SCALE: 314'=1'-0" <br />J."I N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />AA A: 0003325 <br />i <br />1P <br />04 <br />_ <br />2 <br />4 <br />a <br />MN <br />ABBOTT PARK <br />LOT #2 <br />BLK #10 <br />PlwjzcT# <br />04181.000-02104 <br />MODULa <br />3EKB <br />"1405-KEYSTONE" <br />GARAaa 911FMG: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />188S <br />w 05/12/20 <br />CAIS. 1/4"=1'-0" <br />1.1A <br />