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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�-"• p — _ _ <br />CELL SEE PLAN FOR SIZE AND <br />a SPACING REQUIREMENTS <br />dd <br />S SPACING REQUIREMENTS <br />• a_- <br />g <br />{{ <br />�• <br />GARAGE DOOR <br />RECESS <br />m� <br />�u <br />v t— <br />:� <br />.I�a•:��...T+i <br />• FM <br />g N B" CMU WALL <br />m y <br />A 8"CMU WALL <br />• . 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />�'O <br />B' <br />w <br />i <br />F +- 0' <br />• ': <br />y <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... •'1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />y" <br />TOP OF SLAB <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />CURB FOR <br />SEE SLAB SCHEDULE <br />• ° BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />1S" <br />-•I <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />_ILL <br />•"v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />>:o. AT ELEV: <br />W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) <br />JOINT WHERE '� <br />1 • • #4 Zl' <br />W/ 1/7' ISOLATION ���� 4"CHAMFER (I -STORY) <br />La , . _. 6' CHAMFER (2STORY) <br />0-0" <br />APPLICABLE) i SEE SCHEDULE #5 30" <br />JOINT (WHERE; •. <br />APPLICABLE) SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />a FOR MD, BAR SIZE <br />BAR #6 36 <br />� FOR MD. BAR SIZE <br />f <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />I•� AND QUANTITY <br />AND BAR QUANTITY <br />N <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 SCALE: 3l4"=1'17' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />4 <br />SCALE: 3/4"=1'1Y' <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />MU <br />AND NAIL W/ 16d COMMON <br />NAILS, 4" BTM. HVERIFY EIGHT <br />9 g #4 REBAR @24" O.C. CENTER OF <br />] � <br />OCCUR, OF WALL <br />LAP TO OCCUR OVER STUD <br />ER <br />SLAB <br />4 <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />Z g a 6 <br />I <br />WALL W/ SYP <br />o x'$ I <br />7' CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />W/FLANGE @ BASE <br />m SECURED W/ 2- PART <br />a EPDXY. MIN. EMBED <br />SPACING. SINGLE BTM. PLATE <br />WEBT.DGE <br />TO BE PT. PROVIDE DBL. TOP 1/7k9" WEDGE ANCHOR W/7' <br />S <br />o <br />WASHER SET IN HIGH STRENGTH <br />PLATE EPDXY 5-1(P EMBED. MIN. @ 16' OC <br />•. °. <br />• <br />FOLLOW ALL MANF. <br />z <br />MAX <br />H I "GONG., REINF. W/ <br />•' <br />i SPECIFICATIONS FOR <br />I USE AND <br />TM AND OP PLATEE <br />_ <br />q J 'ze" #10YNM1M ON <br />• S <br />SECURE FLANGE TO <br />PREPARATION OF <br />ANCHORS W/ 10tl x 1 12" <br />-MIL POLY ETHYLENE <br />VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 2111V <br />g 4 4 <br />'� HOLE. <br />COMMON NAILS FILL ALL <br />w <br />�� I <br />TAPCONS <br />HOLES, DO NOT USE 10d <br />• WELL -COMPACTED <br />A. • CLEAN FILL TERMITE <br />x SEE SLAB SCHEDULE <br />TREATMENT SHALL BE <br />BORA-CARE <br />¢' <br />a-TOPOF , <br />SLAB ,• _ ..i <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />F <br />6' CHAMFER (2-STORY) <br />(2) #5 REBAR ON CHAIRS <br />° <br />••�' <br />12" MIN. DEPTH INTO Epp+ 2,000 PSF VIRGIN SOIL OR 95%• <br />VIRGIN OR ENGINEERED SOIL fi COMPACTED SOIL <br />EQ. EQ. SEE SCHEDULE <br />SLAB HEIGHT LESS THAN 3'S' 6 FER plgH <br />BOLLARD <br />FOR MQ BAR SIZE <br />AND BAR QUANTITY <br />5 <br />ADDING BAR TO <br />EXTERIOR MONO DEEP <br />BDALE. 3l4••='.� <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING W/ BLOCK WALL <br />6 <br />sCALE:3/4"=T-D" (W/ UPLIFT) <br />1A SCALE: 3l4"=,'-0' <br />SCALE:34"=1'-0 <br />LAP TOP PLATE A MIN. OF 46' —may <br />AND NAIL W/ 16d COMMON <br />I <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />S,TO <br />E <br />LAP TOP PLATA MIN. OF 46' —�` <br />LAP OCCUR OVER STUD OF WALL PLAN <br />AND NAIL W/ COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2z40R 26 WOOD BEARING PROVIDE BLOCKING <br />BTM. PLATE TO BE PT, <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />i <br />$ " <br />SLAB W/ d MASONRY <br />NAIL 16' O/C STAGGERED. <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE SLAB WS0d MASONRY NAIL <br />ADDITIONAL METAL <br />16' O/C STAGGERED. <br />9 i <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />g w <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />8"CMU WALL <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. TYP. <br />i ) <br />SLAB SCHEDULE <br />,: - 8" CMU FILLED CELL (TYP.) <br />Ob <br />B TOP OF SLAB <br />w <br />� <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />[SEE <br />TOP OF SLAB <br />.I•' <br />.... SEE SLAB SCHEDULE <br />5 <br />a- <br />MINIMUM EMBEDMENT INTOLTS <br />'° <br />TO0'-0" <br />P OF SLAB <br />"ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• • _ •,,,�.�. •_°' ,�- <br />° ' CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />• <br />+ <br />POURED MONOLITHICALLY WITH <br />• °• ` 1 <br />- FOUNDATION AND SLAB <br />A. • d• • <br />3 SEE SCHEDULE <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />EQ. EQ. <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />FOft Who, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />Q INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />SCALE: 3/4"=11. (NO UPLIFT) <br />4� FOOTING AND COL. PAD <br />I V SCALE: 3l4' T-U' <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4' T-0 <br />B°ALE: 3/4"''� (NO UPLIFT) <br />1 N. RONALD REAGAN Bt <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.abdasigngroup.com <br />AA 8: 0003325 <br />bmI <br />5 <br />8u3miv. & L,oT: <br />ABBOTT PARK <br />LOT #18 <br />BLK #9 <br />PROJEQT <br />04181.006-18091 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING: <br />LEFT <br />PAGIC: <br />DETAILS <br />1Ok MPH EXP. C <br />