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3B' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />• A <br />STEEL REINFORCING IN GROUTED <br />3 <br />STEEL REINFORCING IN GROUTED <br />•,p <br />g <br />CELL SEE PLAN FOR SIZE AND <br />dd _ <br />CELL SEE PLAN FOR SIZE AND <br />• <br />a <br />SPACING REQUIREMENTS <br />a <br />SPACING REQUIREMENTS <br />L•'•• <br />GARAGE DOOR <br />O <br />O <br />Da <br />m <br />aI� <br />I p- ° <br />FM <br />°, .0 <br />r RECESS <br />w <br />B• <br />s <br />8" CMU WALL <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />1 I IN FOUNDATION WITH LEG EACH <br />y <br />,- tl-tl� <br />° •I <br />W IN <br />(I/' I WAY AT ALL CHANGES IN DIRECTIONS <br />y <br />TOP OF SLAB <br />• ' TOP OF SLAB <br />., SO THAT THE STEEL REINF. ISGONTINUOUS <br />- • <br />Y <br />° MATCH AMOUNT OF CONTINUOUS BARS <br />°I <br />CURB FOR <br />EXT. PORCH SLAB <br /><. <br />SEE SLAB SCHEDULE <br />. 4 BAR SIZE 48 BAR DIA <br />4" CHAMFER 115TORY) <br />• <br />EXT. PORCH SLAB <br />I• , SEE SLAB SCHEDULE TOP OF GARAGE <br />o.Is: CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />!b. <br />MASONRY <br />I <br />UNITS SET <br />AT ELEV: <br />W/ i/2" ISOLATION <br />#3 18" <br />6" CHAMFER (2-STORY) <br />! <br />W! 1/2" ISOLATION <br />4" CHAMFER (1-STORY) <br />C'-0" <br />JOINT(WHERE <br />• OY #4 24" <br />6" CHAMFER(2STORY)• <br />APPLICABLE i <br />f <br />SEE SCHECULE #5 3C' <br />JOINT (VM01 E <br />APPLICABLE) <br />• <br />A. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />#6 36' <br />_z FOR MD, BAR SIZE <br />i <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />!v <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />N <br />NUMBER OF BARS (!e. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:34"=1'-0 <br />2 BCALE'3a'=,'o <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-tl' <br />SCALE: 3/4"=V-0" <br />(1) #5 REBAR VERTICALLY W/CONIC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />5'S <br />° q <br />8" CMU <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />g <br />S <br />#4 REBAR Q24" O.C. @ CENTER OF <br />SLAB <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />.'� <br />2x4 OR 24 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />b F <br />I <br />PLANS FOR SPACING. SINGLE <br />I <br />2" GAPPED <br />NEW REINF. BAR <br />SECURED W/2-PART <br />EPDXY. MIN. EMBED <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />a 8", UNO <br />NAIL 12" O/C STAGGERED. <br />4 <br />'XCONIC., REINF, W9 <br />W/FLANGE ®BASE <br />w ° FOLLOW ALL MPNF. <br />SPECIFICATIONSFOR <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />l• ,. <br />" <br />z USE AND <br />I <br />REQUIRED WHEN NO <br />M <br />I p 6" #10 VANM ON <br />¢ <br />i PREPARATION OF <br />Uta PLIFT IS PRESENT. <br />0 <br />1 6-MIL POLY ETHYLENE <br />n <br />J g 4" 4„ HOLE. <br />a <br />i <br />VAPOR BARRIER ON <br />E •ICI 1 WELL -COMPACTED <br />SECURE FLANGE TO <br />SEE SLAB SCHEDULE <br />.. CLEAN FILL TERMITE <br />SLAB W/(4) l/4" X 2 1/4" <br />Ok <br />+_ O,p <br />if <br />{{{ TREATMENT SHALL BE <br />TAPCONS <br />a•� <br />TOP OF SLAB <br />BORA-CARE <br />4 . <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />.`' ." .•' (2) #5 REBAR ON CHAIRS <br />� s <br />2,000 PSF VIRGIN SOIL OF295% <br />EQ. EQ. <br />SEE SCHEWLE <br />12" MIN. DEPTH INTO <br />z <br />COMPACTED SOIL <br />FOR W%D, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />s $ <br />AND BAR QUANTfiY <br />SLAB HEIGHT LESS THAN 3-6' <br />in0 PER PVW <br />ADDING BAR TO <br />%INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />o sQ,LE:3a•,=,,_0, <br />(NO UPLIFT) <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />scALE:34'=1'-a' <br />scALE:3/a'•=r.a' <br />1A <br />SCALE 3!4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM, PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />rr <br />a n SPACING REQUIREMENTS <br />PROVIDE DEL.TOPPLATE <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />5 J <br />CONNECTOR8NOT <br />O w <br />REQUIRED WHEN NO <br />8" CMU WALL <br />ID <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />s <br />;e .1 S" CMU FILLED CELL (TYP.) <br />+' D'-0" <br />TOP OF SLAB <br />_ 4 TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />• <br />+_ 0 <br />TOP OF SLAB <br />4• <br />1/2" DIA. SIMPSON STB2 BOLTS 6' <br />MINIMUM EMBEDMENT <br />EE SLAB SCHEDULE a . <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA °4 <br />4" CHAMFER (1STORY) <br />GROUTED CELL, 4" FROM ENDSAND <br />ISOLATION 6" CHAMFER (2-STORY) #3 18" <br />4 <br />• <br />16" O.C. VERTICALLY MAX <br />NT <br />JOINT <br />JOINT (WHERE • #4 24" 4= <br />4• <br />APPLICABLE) £ x MATCH STEEL #5 30' <br />SEE SCHEDULE <br />a REINFORCEMENT <br />7HRUCCHASEFOOTING PER SCHEDULE 47 <br />6" PVC CHASE THRU FOOTING <br />FOR WxO, BAR 811E <br />S� <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEMLE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />FOR WAD, QUANTITY <br />AND BAR QUANIT' HA <br />PER SCHEDULE <br />9 <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />SCALE:3/4"=1'-0" <br />(NO UPLIFT) <br />12 <br />11 <br />SCALE: 3/4"=1'-tl' <br />SCALE: 3/4"=1'-tl' <br />10 <br />1 N. RONALD REAGAN RLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.ebde•igngroup.com <br />AA M: 0003325 <br />h <br />� <br />LLs!SL; <br />O <br />a <br />sulwiv. ac LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #13 <br />PltDJMCT* <br />041 1.000-06131 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />0ARA03 91tu0: <br />RIGHT <br />PAOL': <br />DETAILS <br />%160 MPH EXP. C <br />L AR NO 9WM A <br />Dw� 09/21/21 <br />SCALE: 1/4-=1'-0" <br />SHEZT <br />S1.1A <br />