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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />a CELL SEE PLAN FOR SIZE AND <br />5 a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />. ��°— <br />m SPACING REQUIREMENTS <br />¢ <br />q <br />m <br />° o_ <br />+�. '�-I---�'_-� r._ <br />GARAGE DOOR <br />q W <br />< <br />U <br />�� <br />w <br />I <br />I <br />�W�c <br />RECESS <br />�S <br />EL <br />a <br />° <br />cc U) 6" CMU WALL <br />O <br />8" CMU WALL <br />, CORNER BARS, SAME SIZE AS BAR <br />I <br />w w <br />8' <br />0 <br />O <br />b <br />0'-0" <br />° .I IN FOUNDATION WITH 30" LEG EACH <br />W = <br />y <br />0'-0' <br />° TOP OF SLAB <br />"- <br />TOP OF SLAB <br />+e WAY AT ALL CHANGES IN DIRECTIONS <br />I °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />' ° <br />;k CURBFOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 46 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (I -STORY) <br />° <br />N3 18" <br />g <br />EXT. PORCH SLAB <br />(-1 VARIES <br />° —$- <br />BEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (1-STORY) <br />,_ I _I <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />7p, AT ELEV: <br />W/ I' ISOLATION 6"CHAMFER (2STORY <br />JOINT(WHERE •° a • ° !4 24" <br />W/1/2"ISOLATION <br />_ �° 8" CHAMFER(2STORY) <br />" <br />APPLICABLE) Z SEE SCHEDULE M5 30" <br />JOINT (WHERE <br />APPLICABLE) Z <br />• ' • EE SCHEDULE <br />° <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 />AND BAR QUANTITY 4 <br />AND BAR QUANTITY <br />NUMBER OF BARS (1•. 2 TO 3, PROVIDE 2 BARS), LINO <br />��EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />i SCALE: 3/4"=1'-0" <br />2 <br />SCALE: 3/4".1'-0" <br />as GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 <br />4 <br />3/4".i'-0" <br />SCALE: 3/4".1'-0" <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. GHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />HEIGHT <br />VERIFY HEIEI <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x40R 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />w . I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />> N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/Z'x9" WEDGE ANCHOR W/T <br />BTM. PLATE TO BE PT. <br />O IL 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 />¢ <br />a g I EPDXY. MIN. EMBED <br />PLATE <br />EPDXY S-1/2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />Q 8", UNO <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />p FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />2 ¢ SPECIFICATIONS FOR <br />N q <br />10d x 1 1 /2" COMMON NAILS <br />3 1/2" DIAMETER CONC. <br />FILLED STEEL PIPE' <br />a 6x6 METAL PLATE <br />= m USE AND <br />H PREPARATION OF <br />Lu S HOLE. <br />FILL ALL HOLES, DO NOT USE <br />10d z 3" w <br />2 SEE SLAB SCHEDULE <br />Q <br />w <br />0C SEE SLAB SCHEDULE <br />Q <br />BASE W/ 1/2'x6" <br />O O},-0'-0" <br />- " <br />ANCHOR BOLTS <br />P�Q <br />TOP OF SLAB - _� . <br />TOP OF SLAB <br />4" CHAMFER (1STORY) <br />° �•' a°. <br />' N�— �- <br />roe <br />ol, i <br />6"CHAMFER (2-STORY) <br />a <br />L <br />° <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ, EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />5 BOLLARD _ <br />O MONOLITHIC FOUNDATION <br />SCALE:34"=1'-0" (W� UPLIFT) <br />SCALE:3/4".1'-0 <br />(NO UPLIFT) <br />3DALE.34=,-0 <br />LAP TOP PLATE A MIN. OF 46" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0- <br />PROVIDE DBL. TOP PLATE <br />16" 0/C STAGGERED. <br />2 <br />q W <br />mV <br />a. <br />20 fn <br />8" CMU WALL <br />Z <br />- V <br />' POURED LINTEL CONT. (TYP.) <br />�' <br />- TOP OF SLAB <br />6" CMU FILLED CELL (TYP.) <br />-to'' <br />SEE SLAB SCHEDULE <br />° <br />I <br />2X WALL FRAMING <br />�- 0•-0^ <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 725OSD BOLTS 8' <br />ItITOP OF SLAB 4' <br />Z <br />m <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />_� a POURED MONOLITHICALLY WITH <br />< <br />- - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />• <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4".P-0" <br />SCALE: 3/4".1'-0" <br />L"l N. RONALD REAGAN BLV <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.a bdealgngroup.00m <br />L AA M: 0003325 <br />a <br />0 <br />C <br />a <br />9UBDIV. ee LOT: <br />SILVERADO <br />LOT #2 <br />BLK. #11 <br />PROJECT+ <br />04128.001-02111 <br />MODEL <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />POW A- ABOU"CRA <br />LVARNO93M , <br />DATE. 8/18/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.1A <br />