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30' <br />MIN. EACH WAY <br />wi <br />MONOLITHIC FOOTING <br />a <br />z <br />g <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />¢ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />- — - — <br />(jr. a v <br />po. <br />(1� <br />T <br />SPACING REQUIREMENTS <br />1' " <br />SPACING REQUIREMENTS <br />W <br />•�•---� <br />GARAGE <br />DOOR <br />w <br />LFM—• <br />RECESS <br />�� <br />3••r <br />g� <br />i <br />8" CMU WALL <br />O <br />8" CMU WALL <br />.°I I , . t CORNER BARS, SAME SIZE AS BAR <br />w Lu <br />8" <br />p <br />o <br />°' <br />Z <br />FOUN <br />• FOUNDATION WITH 30" LEG EACH <br />w = <br />•- o'-0" <br />TOP OF SLAB <br />'- 0'-0" <br />TOP OF SLAB <br />a WAINY AT ALL CHANGES IN DIRECTIONS <br />I .., - •j '� SO THAT THE STEEL REINF. IS CONTINUOUS <br />ai <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />�I <br />CURB FOR <br />EXT. PORCH SLAB <br />W/ 112" ISOLATION -� -_. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />#3 18" <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />Il. <br />I�' I2 <br />LL <br />°- v. CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />b• AT ELEV: <br />< <br />JOINT (WHERE ♦ ♦ - <br />6"CHAMFER (2-STORY) <br />#q 2q <br />W/ 1/2' ISOLATION <br />(I -STORY) <br />a 6" CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE 30" <br />JOINT (WHERE, <br />APPLICABLE) <br />Z <br />•! i EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />tr <br />AND BAR QUANTITY <br />#7 42" <br />iv <br />AND BAR QUANTITY <br />NUMBER OF BARS pe. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS <br />AROUND GARAGE <br />1 <br />SCALE:34"=1'-0" <br />n <br />2 <br />@ GARAGE scALE:3a=r-0' <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <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 WI 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL WI PLAN <br />w <br />p a ( <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2X6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />2" CAPPED <br />O 0_ SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />W/FLANGE BASE <br />p g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP 12"x8" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />Q 8", UNO <br />"Q� O <br />PLATE <br />EPDXY 5-112' EMBED. MIN. 16" OC <br />SLAB WfIOd MASONRY <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB M/ix <br />NAIL 16" O/C STAGGERED. <br />ion <br />SPECIFICATIONS FOR <br />_ USE AND <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />H ao PREPARATION OF <br />ANCHORS WI 10d x 1 1/2" <br />REQUIRED WHEN NO <br />SECURE FLANGE TO <br />OD HOLE. <br />COMMON NAILS FILL ALL <br />y UPLIFT IS PRESENT. <br />SLAB W/(4)1/4" X 2 1/4" <br />w of <br />HOLES, DO NOT USE 10d W <br />w <br />TAPCONS <br />o O } <br />x3 SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Q- <br />.- 0.-0. <br />.� <br />TOP OF SLAB <br />TOP OF SLAB,y� <br />_ <br />° <br />4" CHAMFER (,-STORY) <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 />5 <br />SCALE:34"=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />6 <br />7 SCALE: 3/4"=V-0" (W/ UPLIFT) <br />8 SCALE:34"=,'-0" <br />(NO UPLIFT) <br />SCALE:34"=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 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />x <br />PLANS FOR SPACING. SINGLE <br />Q <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB WI10d MASONRY NAIL <br />0- <br />1.} <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />K t <br />U <br />CONNECTORS NOT <br />v —� <br />REQUIRED WHEN NO <br />O <br />UPLIFT IS PRESENT. <br />Oco <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />M <br />.- 0-0• <br />8" CMU FILLED CELL (TYP.) <br />_ <br />I, :. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />W <br />1/2' DIA. SIMPSON STB2 BOLTS 5" <br />+- 0' <br />Z <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOPOF SLAB <br />- .n• <br />Z <br />GROUTED CELL, 4�'FROM AND <br />a'. <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAXENDS <br />°•♦ <br />m <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />T'FSEE <br />SEE SCHEDULE <br />° <br />- EDULE <br />FOR WxD, BAR SIZE <br />..T <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 />SCALE:3q=,� <br />(NO UPLIFT) <br />10 <br />11 SCALE: <br />SCALE:3a"=,-0" <br />3/4"=V-9' <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.can <br />L AA #: 0003328 <br />P <br />3 <br />C <br />SLJ8DIV. IC L/OT <br />ABBOTT PARK <br />LOT #15 <br />BLK. #10 <br />PROJECT <br />04181.000-15101 <br />MODEIA <br />3EKB <br />"1405—KEYSTONE" <br />GARAGE 87IIIJG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />