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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />++ <br />I' <br />.p <br />g <br />STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />< a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />0 t <br />SPACING REQUIREMENTS <br />I.¢ <br />U <br />j1 1 <br />GARAGE DOOR <br />co W <br />m <br />W <br />)v <br />RECESS <br />Ir <br />Q <br />_T` <br />..I <br />° r FM " <br />g� <br />N Z <br />8" CMU WALL <br />O <br />8"CMU WALL <br />, . 1 CORNER BARS, SAME SIZE AS BAR <br />I <br />W Lu <br />8+ <br />O <br />Z <br />Y " <br />IN FOUNDATION WITH 30" LEG EACH <br />I. d_ <br />W <br />WAY AT ALL CHANGES IN DIRECTIONS <br />M <br />TOP OF SLAB <br />1 TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />.._5..-_, <br />VARI S <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° i .I ° <br />c CURB FOR <br />EXT. PORCH SLAB ° <br />W11/2" <br />SEE SLAB SCHEDULEr.•.•.-. <br />4" CHAMFER (1 STORY) BAR SIZE 48 BAR DIA. <br />18" <br />SLAB <br />EXT. POR!EIRE <br />SEE SLAB SCHEDULE TOP O GARAGE <br />4" CHAMFER (I -STORY) <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />2=p. AT ELEV: <br />ISOLATION ,� .,, <br />JOINT (WHERE - <br />6" CHAMFER (2.STORY) <br />#q P4� <br />W/ "..ISATION <br />• <br />6" CHAMFER (2-STORY) <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />JOINT <br />APPLICABLE) <br />Z <br />EE SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE 06 3 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />S� <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND <br />#T 42" <br />EXTERIOR MONO -FOOTING <br />XTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS <br />AROUND GARAGE <br />1SCALE:3/4"=l'-0" <br />GA <br />GARAGE <br />BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3/4"=1'-0° <br />4CORNER <br />SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN, OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ ISd COMMON <br />AND NAIL W116d COMMON <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 W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />W <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 ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />2" CAPPEDSECURED <br />W/2-PART <br />SPACING, SINGLE BTM, PLATE <br />il2"x9"WEDGE ANCHOR <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />�a I <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP W/2" <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />WIFLANGE ®BASE <br />� B^, UNO <br />g <br />PLATE WASHER SET IN HIGH STRENGTH <br />SLAB W/10tl MASONRY <br />0 FOLLOW ALL MANF. <br />EPDXY 5-lf2" EMBED. MIN. @ 16" OC <br />NAILQ STAGGERED. <br />`q <br />SPECIFICATIONS FOR <br />USP SPTH4 OR SPTH6 BTM MAX. <br />ADD TIOO/C <br />ADDITIONAL METAL <br />USE AND <br />AND TOP PLATE ANCHORS W/ <br />CONNECTORS NOT <br />F PREPARATION OF <br />IOd x, 1/2" COMMON NAILS <br />REQUIRED WHEN NO <br />SECURE FLANGE TO <br />U' HOLE, <br />FILL ALL HOLES, DO NOT USE y <br />N UPLIFT IS PRESENT. <br />SLAB W/(4)1/4" X 2 IW <br />w <br />Z 0= <br />10d x 3" W <br />W <br />TAPCONS <br />- <br />SEE SLAB SCHEDULE <br />IY SEE SLAB SCHEDULE <br />o- <br />Q <br />TOP OF SLAB _� . , <br />TOP OF SLAB -� <br />4" CHAMFER(1STORY) <br />• <br />6" CHAMFER (2-STORY) <br />, a ��. <br />e <br />EQ. EQ. SEE SCHEDULE <br />EQ, EQ, SEE 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:3a"=+'-0" <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />6 <br />7 SCALE:34"=,'-0" (W/ UPLIFT) <br />8 SCALE: 314"=l'-0^ <br />(NO UPLIFT) <br />SCALE:34"=i'-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 />PLANS FOR SPACING. SINGLE <br />d <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />LLI <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />U <br />zi <br />REQUIRED WHEN NO <br />a <br />K <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />M ? <br />--0^!0 <br />; 8"CMU FILLED CELL (TYP.) <br />: . TOP OF SLAB <br />I. <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0'-0° <br />Z <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMS NTINT05" <br />TOP OF SLAB <br />°• <br />2 <br />— <br />® <br />GROUTED CELL, 4" FROM ENDS AND <br />�•, <br />"ISOLATED" COLUMN PAD <br />I <br />16" O.C. VERTICALLY MAX <br />-a,• <br />.. <br />", CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />„ <br />T'. <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 />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />FOUNDATION <br />WOOD WALL <br />0�: <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />34"=,'-0" <br />NO UPLIFT <br />( ) <br />0 <br />SCALE: 3/4"=1'-(N <br />SCALE: 3/4"=1'-0" <br />L441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdmigngroup.com <br />AA 8: 0003325 <br />�d <br />q <br />BVHDIV. ac LOT <br />ABBOTT <br />PARK <br />LOT #6 <br />BLK #10 <br />PROJECT# <br />04181.000-06103 <br />MODEIU <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE 9TrMG: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />19 <br />DpjwT <br />ATE, 11/25/19 <br />8CALE: 1/4"=1'-0" <br />8HEET <br />S1.1A <br />