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39' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />i <br />d ^ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />•o <br />•" <br />_ CELL SEE PLAN FOR SIZE AND <br />[1 SPACING REQUIREMENTS <br />TG <br />SPACING REQUIREMENTS <br />r v: <br />— <br />�— <br />GARAGE DOOR <br />V <br />InI <br />N <br />Q <br />' <br />�: fi=r i—FM <br />RECESS <br />m Z 8"CMU WALL <br />O <br />8" CMU WALL <br />.. CORNER BARS, SAME SIZE AS BAR <br />W W <br />6• <br />O <br />Z <br />IN FOUNDATION WITH 30" LEG EACH <br />U <br />~ TOP OF SLAB <br />TOP OF SLAB <br />eI WAY AT ALL CHANGES IN DIRECTIONS <br />I ... •I SO THAT THE STEEL REINF. IS CONTINUOUS <br />N N <br />' F <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I • •I <br />?k <br />CURB FOR <br />• • SEE SLAB SCHEDULE <br />4 BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (iSTORY) <br />16' <br />• <br />EXT. PORCH SLAB <br />"• SEE SLAB SCHEDULE TOP OF Gwva�e <br />4" CHAMFER <br />J I2 CONTINUOUS STEEL MONOLITHIC <br />°` I <br />.• FOOTING REINFORCEMENT SEE SCHEDULE <br />/� <br />7L0• <br />I <br />UN S SET <br />AT ELEV: <br />W/ 1/2' ISOLATION 8" CHAMFER (2STORV) <br />�• <br />Wl1/2"ISOLATION <br />(1STORY) <br />Il <br />: <br />0_0" <br />JOINT (WHERE ♦ • #4 24" <br />APPLICABLE) z SEE SCHEDULE #5 3U" <br />JOINT (WHERE <br />APPLICABLE) <br />a 8" CHAMFER (2-STORY) <br />: .' i EE SCHEDULE <br />= 4. <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 <br />47' <br />N AND BAR QUANTITY <br />NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), LINO <br />7 47 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 8CALE:34"=P-0 <br />GARAGE SCALE:34"=1'-0 <br />CORNER BARS DETAIL <br />(D2D20�01R OPENING <br />3 SCALE: 3/4"=1'-0' <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 1-COMMON <br />NAILS, 2-ROWS, 4" 0/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL WN PLAN <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SVP No 2 STUDS SEE <br />1�1 a I <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />OV) <br />a. SECURED W/2-PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />a g EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />8", UNO <br />g <br />NAIL 18" O/C STAGGERED. <br />W/FLANGE BASE <br />= O FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />SPECIFICATIONS FOR <br />CONNECTORS NOT <br />to <br />USE AND <br />REQUIRED WHEN NO <br />4 <br />H PREPARATION OF <br />ut <br />u1 <br />UPLIFT IS PRESENT. <br />HOLE. <br />Z It <br />ILI <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />SLAB W(4) 1/4" X 2 1/4" <br />TAPCONS <br />�QO <br />TOP OF SLAB ' <br />4" CHAMFER (1STORY) <br />• �`. • , <br />"_4 <br />e" CHAMFER (2STORY) <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />_ INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />c <br />V <br />SCALE: 3/4"=1'-U' <br />SCALE'34"=1'-0 <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ I6d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WN PLAN <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SVP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />18" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL(TYP.) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />W..ROUTED <br />1/2" DIA. USP 725OSD BCLTS 5" <br />TP OF SLAB a• <br />':: <br />MINIMUM EMBEDMENT INTO <br />CELL, 4" FROM ENDS AND <br />16" O. C. VERTICALLY MAX <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />,Alf <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />11 SCALE: 3la"=1'-a' <br />00 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdes4ogroup.com <br />L AA #: 0003325 <br />Y <br />J <br />a <br />JLLj <br />avimiv as more <br />SILVERDADO <br />LOT #231 <br />BLK #7 <br />PRDnMT <br />4128. - 307 <br />HODZU <br />4EHB <br />"2605- HAYDEN" <br />0APAGZ BVnNM <br />RIGHT <br />PAO& <br />DETAILS <br />50 MPH EXP. <br />X)ATMrpulp" 07/Ol/19 <br />ecA*m 1/4"=1'-0" <br />Matz= <br />S1.1A <br />