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30" <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />.a <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />° <br />S 0}. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />S <br />C <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />-v a-- <br />C <br />W <br />m _UTj <br />° -- ' <br />GARAGE DOOR <br />^ RECESS <br />(� <br />�I <br />W <br />Q <br />. I> y r S�FM�. <br />e, <br />g <br />N 2 <br />W CMU WALL <br />O <br />8" CMU WALL <br />, CORNER BARS, SAME SIZE AS BAR <br />.° I <br />W W 8° <br />ro <br />b 2 <br />- Z_ <br />+ - -T <br />IN FOUNDATION WITH 30" LEG EACH <br />✓ <br />W U <br />N <br />e� <br />+- 0'4" <br />TOP OF SLAB <br />- WAY AT ALL CHANGES IN DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />U) <br />TOP OF SLAB <br />r�- <br />-=.-ti, <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB <br />^ -,,, <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4"CHAMFER (1STORY) <br />tl3 16' <br />EXT. PORCH SLAB <br />. - VAR ARIE6� <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER(1STORY) <br />I °I °- (f <br />'-'v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />`Lv/ MASONRY <br />lip+ AT ELEV: <br />� UNITS SET <br />JOINT( HEREON <br />JOINT (WHERE • <br />6"CHAMFER (2-STORY) <br />il4 24'„� <br />W/1/7'ISOLATION <br />6' CHAMFER (2-STORY) <br />. ,' <br />01-(p• <br />APPLICABLE) i <br />SEE SCHEDULE <br />il5 3a' <br />JOINT (WHERE <br />• ♦ EE SCHEDULE <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />4. <br />FOR AND, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />%1 <br />06 36„ <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />97 42' <br />N <br />EXTERIOR <br />MONO —FOOTING <br />EXTERIOR MONO —FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:34"=1'-0" <br />GARAGE SCALE:3l4"=V-0 <br />BARS DETAIL <br />DOOR OPENING <br />@ <br />VCOqRRN[ER <br />4 <br />SCALE: 3/4"=T-O" <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48" �_ <br />LAP TOP PLATE A MIN. OF 46' <br />E <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />OVER <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2(6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />0 n' I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W! <br />PLANS FOR SPACING. SINGLE <br />7' CAPPED <br />5 /n NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2W' WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />KO a SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN NIGH STRENGTH <br />PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO <br />W/FLANGE BASE <br />a g I EPDXY. MIN. EMBED <br />PLATE EPDXY 5-12" EMBED. MIN. 0 15' OC <br />SLAB W/10d MASONRY <br />Q 8", UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />p <br />a O FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />in <br />_ ¢ SPECIFICATIONS FOR <br />0) I <br />10d x 1 1/Z' COMMON NAILS <br />_ USE AND <br />FILL ALL HOLES, DO NOT USE <br />SECURE FLANGE TO <br />I- PREPARATION OF <br />, x 3• W <br />W <br />)1/4 X 21/4 <br />HOLE. <br />SEE SLAB SCHEDULE <br />w SEE SLAB SCHEDULE <br />TAPCONSLABWl(g <br />W <br />a <br />a <br />+_ <br />o„Q• <br />Q <br />O <br />TOP OF SLAB <br />a. <br />p <br />TOP OF SLAB <br />4•' CHAMFER (1-STORY) <br />-A-6•' <br />CHAMFER (2-STORY) <br />=AND <br />ULE <br />EQ. EQ. EE SCHEDULE <br />SIZE <br />FOR WXD, BAR SIZE <br />NTITY <br />AND BAR QUANTITY <br />BOLLARD <br />ADDING BAR TO <br />%INTERIOR CURB FOUNDATION WOOD WALL <br />CURB FOUNDATION WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />$INTERIOR <br />SCALE:34"=1'-0' <br />SCALE:34"=1'0 <br />LAP TOP PLATE A MIN. OF 46' <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 />2.4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE 8T. PLATE TO <br />SLAB W/10d AS NAIL <br />a <br />E <br />PROVIDE DBL. TOP PLATE <br />1610/CSTAGGERED. <br />¢ W <br />�v <br />a <br />W <br />O <br />8" CMU WALL <br />}, Z <br />POURED LINTEL CONT. (TYP.) <br />CMU FILLED CELL (TYP.) <br />d O' <br />TOP OF SLAB <br />�SEE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />_ {y <br />SLAB SCHEDULE <br />1/2'DIA USP 725OSD BOLTS 5" <br />TOPOF SLAB <br />Z <br />MINIMUM EMBEDMENT INTO <br />2 <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />LF <br />i6•'O.G. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULEEDULE <br />FOR WXD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO— <br />INTERIOR FRAME BRIG WALL TO <br />9 SCgLE:3,4"=,•a• <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />scALE:3l4"=l'-a <br />11 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32760 <br />PH:407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA N: 0003328 <br />W <br />h <br />A <br />R <br />4n <br />IVHDiv. ao LoT <br />SILVERADO <br />LOT #56 <br />BLK #6 <br />PROJECT* <br />04128.002-56061 <br />MODEIt <br />4ENB <br />"1751— NEUVILLE" <br />GARAGE 911I90: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DRnqT <br />ATE• 01/17/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />