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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />^ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d 0- <br />O <br />CELL SEE PLAN FOR SIZE AND <br />p <br />•v 'p <br />CL <br />0 <br />SPACING REQUIREMENTS <br />I- <br />SPACING REQUIREMENTSLu <br />p— <br />C <br />mW <br />W <br />CL <br />FM <br />W Z <br />8' CMU WALL <br />O W <br />8• CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />`o' <br />Z <br />tD <br />-I IN FOUNDATION WITH 30• LEG EACH <br />"I <br />+- o- • <br />TOP OF SLAB <br />+- tl-0' <br />TOP OF SLAB <br />d �!/�/� WAY AT ALL CHANGES IN DIRECTIONS <br />I .., ") SO THAT THE STEEL REINF. IS CONTINUOUS <br />,. ° �.. <br />i MATCH AMOUNT OF CONTINUOUS BARS <br />( <br />" - <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1•STORY) <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />• <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2' ISOLATION <br />JOINT (WHERE ^ 4 °. <br />6' CHAMFER (2-STORY) #3 18' <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION <br />4' CHAMFER (1-STORY) <br />Il4 6' CHAMFER (2-STORY) <br />, <br />APPLICABLE Z <br />SEE SCHEDULE <br />JOINT (WHERE, <br />•T� EE SCHEDULE <br />f <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />? <br />4 <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />Iv <br />AND BAR QUANTITY � <br />N <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (1e.2 TO 3, PROVIDE 2 BARS), LINO <br /><RECESS <br />OR <br />_, <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO-FOOTINGMONOLITHIC <br />FOUNDATION <br />2 <br />!� GARAGE SCALE:314'=1'-0• <br />CORNER BARS DETAIL <br />W Lua< <br />3 <br />LLI <br />SCALE: 3/4•.1'-0' <br />to <br />LAP TOP PLATE A MIN. OF 48' <br />MASONRY <br />UNITS SET <br />AND NAIL W/ 18d COMMON <br />•- 1:0. AT ELEV: <br />NAILS, 2-ROWS, 4.O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />w <br />WALL W/ SYP <br />w <br />O a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/1/2'xg' <br />>N NEW REINF. BAR <br />a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />TO BE PT. PROVIDE DBL. TOP WEDGE ANCHORW/2• <br />RECESS AROUND GARAGE <br />2'CAPPED <br />ag I EPDXY. MIN. EMBED <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2' EMBED. MIN. 0 16' OC <br />%1 DOOR OPENING <br />GALVANIZED PIPE <br />I Lc 8', UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />`* <br />W/FLANGE ®BASE <br />Q 0 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />SCALE: 3/4'=V-W <br />M SPECIFICATIONS FOR <br />ANCHORS W/ Iod x 1 1/2' <br />= M USE AND <br />I <br />COMMON NAILS FILL ALL <br />Fo <br />„ �, PREPARATION OF <br />HOLE. <br />HOLES, DO NOT USE Iod Lu <br />w ¢ <br />x 3' ¢ SEE SLAB SCHEDULE <br />¢ <br />LAP TOP PLATE A MIN. OF 48' <br />SECURE FLANGE TO <br />Q <br />AND NAIL W/ 16d COMMON <br />SLAB W/(4) 1!4' X 2 1/4' <br />'pq p 01' <br />+- 0'-0' <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />TAPCONS <br />QQ <br />TOP OF SLAB . _ .. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />4' CHAMFER (1-STORY) <br />6' CHAMFER (2-STORY) <br />e.�� a —� <br />- <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />-� • 4j° <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />EQ. EQ. EE SCHEDULE <br />NAIL 16.0/C STAGGERED. <br />FOR WxD, BAR SIZE <br />ADDITIONAL METAL <br />AND BAR QUANTITY <br />CONNECTORS NOT <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />REQUIRED WHEN NO <br />n UPLIFT IS PRESENT. <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />SEE SLAB SCHEDULE <br />SCALE:34=i'0' (��/� UPLIFT <br />\�� ) <br />5 SCALE: 3/4'=1'•0' <br />6 SCALE: 3/4'-1'-0• <br />Q <br />Q <br />TOP OF SLAB .-we... a <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ ISd COMMON <br />NAILS, 2-ROWS, 4. O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />EQ. EQ. SEE SCHEDULE <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />FOR WxD, BAR SIZE <br />SPACING REQUIREMENTS <br />AND BAR QUANTITY <br />PROVIDE BLOCKING <br />= <br />% INTERIOR CURB FOUNDATION WOOD WALL <br />O <br />WALL 1SYPNoDBEARING <br />WALL W/SYP No 2 STUDS SEE <br />i <br />(NO UPLIFT) <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />a <br />PROVIDE DBL. TOP PLATE <br />SLAB WS0d MASONRY NAIL <br />i6' 0/C STAGGERED. <br />¢¢ <br />Q <br />m Lu <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />¢ y <br />UPLIFT IS PRESENT. <br />O <br />8' CMU WALL <br />SLAB SCHEDULE <br />Z <br />POURED LINTEL CONT. (TYP.) <br />8- CMU FILLED CELL (TYP.)SEE <br />2X WALL FRAMING <br />IGROUTED <br />8' VARIES 8' <br />TOP OF SLAB <br />r 0'-0' <br />TOP OF SLAB <br />'a • <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 6' <br />MINIMUM <br />INTO'ISOLATED' <br />Z <br />- <br />o <br />COLUMN PAD <br />EMBEDMENT <br />CELL, 4' FROM ENDS AND <br />5�nJ <br />"FCENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />-- ---FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° <br />EDULE <br />�•cONT.FOR <br />WxD, BAR SIZE <br />3BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />12 S� <br />(D��INNTEgRMIOR <br />FOOTING AND COL. PAD <br />SCALE: 1"=r-o• <br />3/4'-V-0' (NO UPLIFT) <br />10 <br />BLOCK WALL CONNECTION <br />SCALE: 3/4'=1'-0' <br />F <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abde8tgt18roup.com <br />AA M: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813.888.2828 <br />FAX: 813688.2802 <br />DAB 09/09/20 <br />8CALE: 1/4"=1'—O" <br />arcaw <br />%S1.1A <br />