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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />Z_ <br />STEEL REINFORCING IN GROUTED <br />•" -� — <br />CELL SEE PLAN FOR SIZE AND <br />29 per, <br />CELL SEE PLAN FOR SIZE AND <br />'� r "' <br />SPACING REQUIREMENTS <br />O r <br />SPACING REQUIREMENTS <br />. a� <br />O <br />w <br />C• <br />a <br />1 <br />GARAGE DOOR <br />RECESS <br />a <br />F <br />0: W Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I CORNER BARS, SAME SIZE AS BAR <br />w w <br />8" <br />O <br />b <br />? <br />. IN FOUNDATION WITH 30' LEG EACH <br />w = <br />b <br />M <br />+--0. <br />TOP OF SLAB <br />•- 0-0'.I...O <br />TOP OF SLAB <br />! I WA y AT ALL CHANGES IN DIRECTIONS <br />I ... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />N N <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />CURB FOR <br />a' <br />EXT. PORCH SLAB <br />W1112" ISOLATION 1{ <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4"CHAMFER (iSTORY) <br />#3 18' <br />EXT. PORCH SLAB <br />-VAR ES <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (1-STORY) <br />Il. <br />i <br />�- <br />'" a. I :. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />b' <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />1. .. ,. <br />JOINT (NAiERE ♦ �. • <br />6° CHAMFER (2-STORY) <br />#q 40" <br />W/ 1!2' ISOLATION <br />. 6" CHAMFER (2-STORY) <br />• <br />.. <br />APPLICABLE) i <br />SEE SCHEDULE 30• <br />JOINT (WHERE. <br />APPLICABLE) <br />Z <br />•' i EE SCHEDULE <br />A. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />•8 38' <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />�I <br />AND BAR QUANTITY <br />BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 4?AND <br />EXTERIOR MONO -FOOTING <br />K_, <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/4'=1'•0' <br />SCALE:314"=1'-0" <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46" <br />LAP TOP PLATE A MIN. OF 48" —� <br />PLATEMIN. O <br />AND NAIL W/ iEd COMMON <br />AND NAIL N <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL WI PLAN <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />w <br />WALL W! SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />w — <br />O I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />S NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"x8" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE BASE <br />O a SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />a g I EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. C 1T OC <br />SLAB W/,Od MASONRY <br />J 8', UNO <br />J Q <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL J.. O!C STAGGERED. <br />iQn <br />FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />SPECIFICATIONS FOR <br />u1 <br />100 x 1 1/2" COMMON NAILS <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />m USE AND <br />FILL ALL HOLES, DO NOT USE <br />REQUIRED WHEN NO <br />SLAB W7(4) 1/4' X 2 1/4" <br />TAPCONS <br />F PREPARATION OF <br />0 a <br />N <br />'� x 3° w <br />w <br />UPLIFT IS PRESENT. <br />HOLE. <br />W C <br />2 SEE SLAB SCHEDULE <br />It <br />SEE SLAB SCHEDULE <br />J <br />a <br />�•„� <br />Fd'. <br />TOP OF SLAB ... . ; <br />.. <br />•. "" <br />TOO —OP OF SLAB :.4 <br />.' Tom. .." <br />4" CHAMFER ("TORY) <br />e"�� <br />•- <br />6' CHAMFER (2-STORY) <br />.♦ : : �, <br />a ""• ..a . <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. <br />EE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />MONOLITHIC FOUNDATION <br />7 <br />o <br />8 <br />6 <br />SCALE:&4"=1'-6" <br />(W/ UPLIFT) <br />SCALE:34"=1'-0 <br />(NO UPLIFT) <br />LAP TOP PLATE ANN. 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 WI 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 />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE OBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W110d MASONRY NAIL <br />d ly <br />OTC <br />16" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />w y <br />UPLIFT IS PRESENT. <br />0 <br />8" CMU WALL <br />(b' z <br />+" 0'-0 <br />POURED LINTEL CONT. (TYP.) <br />�' �• 8" CMU FILLED CELL OW.) <br />-:�•' <br />TOP OF SLAB <br />I <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />N <br />I <br />SEE SLAB SCHEDULE <br />:• <br />1/2' DIA. USP 725OSD BOLTS 5" <br />TOP OF SLAB <br />Z <br />♦' ", <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4' FROM ENDS AND <br />•=�-. <br />CENTERED UNDER WALL AND <br />16" O,C. VERTICALLY MAX <br />°"♦•8 <br />POURED MONOLITHICALLYWITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />X AND BAR QUANTITY <br />�„�INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />y scALE:3/4°=1'-6• (NO UPLIFT) <br />�� <br />FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />1 V <br />SCALE: <br />I I SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdos*tgroup.eom <br />L AA N: 0003325 , <br />111111.3 <br />sUNDIV. AllLrOT: <br />ABBOTT PARK <br />LOT #30 <br />BLK. #8 <br />PROJEOT <br />4 0 -300 3 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE SWUM: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />AMMICT <br />STME OF <br />tFLOF�A <br />oco 1 ' <br />A <br />AR tM <br />NO 93723 , <br />I DAia 11/26/19 1 <br />sC.%LM: 1/4"=1'-0- <br />aSEE'P <br />S1.1A <br />