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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�. ' <br />([� <br />1 �•v • <br />•• <br />s'' <br />_ <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />c_ <br />_ _ <br />GARAGE DOOR <br />Y <br />`� <br />, <br />q I •. <br />RECESS <br />0. <br />FM <br />o " <br />b s <br />8' CMU WALL <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS LARGER BAR <br />� FOUNDATION <br />I" <br />w °' <br />m <br />m <br />+- '-0" <br />.� IN WITH 30" LEG EACH <br />> • <br />y <br />+- 0.0• <br />• TOP OF SLAB <br />'� q WAY AT ALL CHANGES IN DIRECTIONS <br />I ..• SO THAT THE STEEL REINF, IS CONTINUOUS <br />I <br />•vl <br />a. <br />TOP OF SLAB <br />' ' <br />• .—. Y <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />CURB FOR <br />„� <br />a <br />EXT. PORCH SLAB < , <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1-STORY) <br />#g 1g <br />•'Aa--�++-+ <br />' <br />EXT POH SLAB <br />- \/ <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />'" w. I ..II` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE=p. <br />N MASONRY <br />UNITS SET <br />AT ELEV: <br />1/2" ISOLATION <br />6" CHAMFER (2-STORY) <br />. <br />1/2" IRCSOLATION <br />(1STORY) <br />p_0 <br />J�� <br />JOINT (VuHERE <br />O <br />APPLICABLE) z <br />#4 24"• <br />SEE SCNEIX/lE #8 30' <br />JOINT (WHERE <br />APPLICABLE ) <br />fi" CHAMFER (2-STORY) <br />• i <br />A. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />#fi SB <br />� <br />FOR MD. MR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />>r <br />AND BAR QUANTITY <br />AND BAR OUANTOY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARB), UNO <br />#7 <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:a4=r-D <br />GA <br />SCALE 3/4•'=1-0' <br />GARAGE <br />CORNER BARS DETAIL 3 <br />4 <br />SCALE: 3/4"=1'•0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />a;� <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL COMMON <br />a n <br />8" CMU <br />NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT <br />ig <br />7✓4L REBAR �24" O.C. CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />_ 3 0: <br />WALL W/SYP <br />b O <br />^, <br />I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />I <br />NEW REINF. 84R <br />SPACING. SINGLE BTM. PLATE <br />1/2"x9" WEDGE ANCHOR W/2' <br />SECURED W/ 2-PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENTH <br />2" CAPPED <br />EPDXY. MIN. EMBED <br />PLATE EPDXY 5-11/2" EMBED. MIN 0GB"OC <br />GALVANIZED PIPE <br />" UNO <br />d 8." <br />SIMPSON SPH4 SPHB MAX <br />•' 4• <br />W/FLANGE O BASE <br />z o FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />4" CONC., REINF. W/ <br />i SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 1/2" <br />„xB" #10 WWM ON <br />{, • <br />b <br />I USE AND <br />COMMON NAILS FILL ALL <br />-MIL POLY ETHYLENE <br />sn <br />J o 4" 4• PREPARATION OF <br />HOLES, DO NOT USE 10tl <br />- " <br />. <br />VAPOR BARRIER ON <br />HOLE. <br />x S, rc SEE SLAB SCHEDULE <br />w <br />•I•( 1`a WELL -COMPACTED <br />SECURE FLANGE TO <br />; <br />'� <br />.• CLEAN FILL TERMITE <br />SLAB WI(4) 1/4" X 2 1/4" <br />g } <br />+_ 0•"• <br />1J <br />TREATMENT SHALL BE <br />TAPCONS <br />PO <br />TOP OF SLAB . • d <br />4 BORA-CARE <br />�QQ <br />;, <br />I}4 <br />•.: � (2)' CONT. #4 REBAR <br />4" CHAMFER (1-STORY)•+. <br />4.�'•• <br />< <br />B" CHAMFER (2-STORY) <br />AA (2) #5 REBAR ON CHAIRS <br />2,000 PSF VIRGIN SOIL OR 95% <br />EO EO SEE SCEDULE <br />12" MIN. DEPTH INTO z <br />COMPACTED SOIL <br />FOR MDHBAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />H <br />ANWOOD <br />SLAB HEIGHT LESS THAN3'S' <br />PER PUN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WALL <br />EXTERIOR <br />MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />7 scALE:sa'=1'-D' (W/UPLIFT) <br />5 <br />6 <br />FOOTING <br />W/ BLOCK WALL <br />scALE: 3/4"=1'-0 <br />SCALE: 3/4"=1'-0' <br />1A <br />SCALE: 3I4"=1'-0' <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 1ed COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 1Ed 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 />2x4 OR 24 WOOD BEARING <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/SYP No2STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />5 <br />ss <br />5 <br />NAIL 12" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />SLAB WMASONRY NAIL <br />GGERED. <br />12" O/C STAGGERED <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />O <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />w <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />�, 81• CMU WALL <br />z <br />- <br />POURED LINTEL CONT. (TVP.) <br />SEE SLAB SCHEDULE <br />a <br />;�p•' 8" CMU FILLED CELL(TYP.) <br />TOP OF SLOB <br />SEE SLAB SCHEDULE <br />.I• <br />2X WALL FRAMING <br />TOP OF SLAB <br />+ <br />• SEE SLAB SCHEDULE <br />I 5" <br />TOP OF SLAB <br />A• <br />• • <br />MINIMUM EMBEDMENT INTO <br />"�: a • '_a —, a . _ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />b CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />. <br />�-- <br />Nf <br />+•-:�-� POURED MONOLITHICALLY WITH <br />4 <br />„ _ - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEWa <br />EQ. EQ. SEE SCHEDULE <br />FOR WXDBAR 512E <br />FOR MR UA 812E <br />AND BAR QUANTITY <br />TY <br />FOR 04R 512E <br />/ AND B.4QUANTTTV <br />AND BAR QUANTITY <br />BAR <br />INTERIOR CURB <br />$ <br />FOUNDATION WOOD WALL <br />INTERIOR <br />9 <br />FOUNDATION WOOD WALL <br />SCALE:3/4"=1'-a' <br />(NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />scALE:s4"=1'-0 <br />(NO UPLIFT) <br />sQALB:s/4"=1'-a' <br />11 scALE:s/a"=1'-a• <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdesoiWoup.com <br />L AA #: 0003325 , <br />A <br />BUDDIV as LOT: <br />ABBOTT PARK <br />LOT #42 <br />BLK #7 <br />P]m0j CTjp <br />4181.000-42071 <br />MODZU <br />3EEB <br />"2260—ELSTON" <br />OARAOs awarch <br />LEFT <br />PAOM: <br />DETAILS <br />%160 MPH E . <br />DA O 09/21/21 <br />MCMM 1/4"=1'-0" <br />mill= <br />S1.1A <br />