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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />yy <br />> <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />•• <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />� <br />CELL SEE PLAN FOR SIZE AND <br />SPACING <br />° v <br />0- <br />SPACING REQUIREMENTS <br />REQUIREMENTS <br />e. <br />am <br />W <br />I �Q - ram. <br />GARAGE DOOR <br />RECESS <br />W. <br />¢� <br /><r <br />FM <br />O <br />2 to 2 <br />8' CMU WALL <br />O <br />8' CMU WALL <br />I <br />� � CORNER BARS, SAME SIZE AS LARGER BAR <br />N 8• <br />w <br />O ro — <br />Z <br />fO — <br />I IN FOUNDATION WITH 30' LEG EACH <br />lwjl = <br />+p-p• <br />r 0'-0'-d <br />WAY AT ALL CHANGES IN DIRECTIONS <br />US N <br />TOP OF SLAB <br />'~ <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />... <br />+ <br />SEE SLAB SCHEDULE <br />-VARIES <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />MASONRY <br />EXTW" PORCH SLAB < L <br />W/ 1/2' IS <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (I -STORY) <br />#3 18' <br />AB <br />- SEE SLAB SCHEDULE= TOP OF GARAGE <br />4' CHAMFER -STORY) <br />I•I' <br />"' o. CONTINUOUS STEEL MONOLITHIC <br />� • FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />r' AT ELEV: <br />b• <br />JOINT (WHERE � � <br />6' CHAMFER (2-STORY) <br />#4 24' <br />Wl�/2•�SOLARCH g ON <br />(I <br />�� e' CHAMFER (2-STORY) <br />0'-0• <br />APPLICABLE) z <br />SEE SCHEDULE !k5 30' <br />JOINT (WHERE <br />-. <br />• a EE SCHEDULE <br />f <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />4 <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />iv <br />#6 36' <br />AND BAR QUANTITY <br />� <br />ry <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />yT 42' <br />EXTERIOR MONO -FOOTING <br />�\YEXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/4'a1'.0' <br />L <br />@ GARAGE SCALE: 3/4•=V-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 <br />4 <br />SCALE: 3/4'=i'-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 W/ 1 COMMON <br />AND NAIL W/ COMMON <br />NAILS, 2-ROWS, 4' BTM. VERIFY HEIGHT <br />, <br />\_ VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' BTM. <br />S, <br />ER OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />ER OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />w <br />200R 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />w <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />> N NEW REINF. BAR <br />9PACING. SINGLE BTM. PLATE 1/2'x8' WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />CAPPED <br />a EPDXY. MIN. EMBED <br />PLATE <br />EPDXY S1/2' EMBED. MIN. ®18' OC <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />G <br />Q 8', LINO <br />SIMPSON SPH4 OR SPHB MAX <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE a BASE <br />6 FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />,8 <br />CONNECTORS NOT <br />c <br />N Q <br />= m USE AND <br />ANCHORS W/ 10d x 1 1l2' <br />COMMON NAIL FILL ALL <br />REQUIRED WHEN NO <br />PREPARATION OF <br />U <br />HOLES, DO NOT USE tOd w <br />0) UPLIFT IS PRESENT. <br />w <br />Z ¢ HOLE. <br />x 3' ¢ EE SLAB SCHEDULE <br />¢ SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />Q <br />SLAB W/(4) 1/4' X 2 1/4' <br />CONS <br />Q <br />SLAB <br />TOP-0' <br />OF SLAB <br />4' CHAMFER (1STORY) <br />°-���•. <br />' �` - . =° 4 - <br />6' CHAMFER (2-STORY) <br />- <br />EQ. EQ. EE 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 />o INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />5 <br />c <br />MONOLITHIC <br />FOUNDATION <br />SCALE:34'=1'-0' <br />SCALE: 3/4'a1'-0' <br />(NO UPLIFT) <br />SCALE:34'=1'0' <br />V <br />SCALE:34'=1'-0' <br />(W/UPLIFT) <br />LAP TOP PLATE A MIN, OF 48' <br />AND NAIL W/ IOd 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 20 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />G <br />BTM. PLATE TO BE PT, <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />Il <br />OT <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />¢ C <br />G w <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />REQUIRED WHEN <br />¢ t'n <br />T. <br />UPLIFT IS PRESENT. <br />U <br />8' CMU WALL <br />8' VARIES 6' <br />Z <br />POURED LINTEL CONT. (TYP.) <br />'gip.. 8- CMU FILLED CELL (TYP.) <br />3• 3' <br />TOP OF SLAB <br />IF—FOR <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />a-0' <br />TOPOF SLABa• <br />Z <br />SEE SLAB SCHEDULE <br />• <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />C <br />•.. <br />LATED• COLUMN PAD <br />I}.�NTERED <br />GROUTED CELL, 4- FROM ENDS AND <br />< <br />m <br />UNDER WALL AND <br />18. O.C. VERTICALLY MAX <br />°•y <br />MONOLITHICALLY WITH <br />�L 3URED <br />LLL NDATION AND SLAB <br />SEE SCHEDULE <br />ULEI'I"CONT <br />_FOR <br />WxD, BAR SIZE <br />R SIZE <br />AND BAR QUANTITY <br />I <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIGWALL TO <br />12 SCALE: V=V-0' <br />E_`�INTIERMIOR y''=''-°' (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />loll <br />SCALE:-4'=1'-0' <br />1 SCALE: 3/4'=1'-0' <br />A R 0 B I T R C T R <br />Group <br />1441 N. RONALD REAGAN 910 <br />LONGWOOD, FL32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdealgngroap,w <br />AA 0: 0003325 <br />munDm at LOT: <br />SILVERADO <br />LOT #8 <br />BLK #15 <br />PROJECT# <br />03719.000-08151 <br />MODEL: <br />"2045-LANTANA° <br />GARAGE ElfMC: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />