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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />}} <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�. u ° • <br />• c <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />-> <br />g <br />SPACING REQUIREMENTS <br />• <br />v <br />GARAGE DOOR <br />�'—,r _.—•• <br />r RECESS <br />ib <br />S <br />w <br />I• <br />w <br />$� <br />�w� <br />°' FM <br />m <br />8" CMU WALL <br />8" CMU WALL <br />I • f CORNER BARS, SAME SIZE AS LARGER BAR <br />FOUNDATION LEG <br />I <br />w� <br />w <br />B• <br />6 z <br />+- 0'-0' <br />• _ I IN WITH 30" EACH <br />IF <br />w m <br />'� 0-O <br />° - TOP OF SLAB <br />. <br />,-,II WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF, IS CONTINUOUS <br />a• <br />TOP OF SLAB <br />-. - <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />a BAR SIZE 48 BAR DIA.EXT. PORCH SLAB 4"CHAMFER (1-STORY) <br />-'VARIES <br />°SEE <br />PORCH SLAB <br />SLAB SCHEDULE TOP OF GARAGE <br />7AND <br />- g <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />Tb. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />#39"EXT. <br />6" CHAMFER (2STORY) <br />ISOLATION <br />CHAMFER(iSTORY) <br />CHAMFER (2-STORY)JOINT(WHERE <br />0'-0"W/l/2'ISOLATION <br />•.< #4 24"JOINT(WHERE <br />JO NT <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />APPLICABLE) <br />E SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WSD, BAR SIZE <br /># 6 36' <br />ZNhD, <br />5BAR <br />BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />QUAN71TY <br />NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 1 42' <br />XTERIOR MONO —FOOTING <br />EXTERIOR MONO —FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />scALE:3a"=r-a' <br />2 <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE. 3/4"=V-a' <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />a_ <br />8" CMU <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />gLPR,BEBAR <br />@24" O.C. CENTER OF <br />2x4 OR 2z6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2 <br />s <br />2" CAPPED <br />( <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />W/FLANGE C BASE <br />= NEW REINF. BAR <br />SECURED W/ 2- PART <br />o <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />— <br />5 EPDXY. MIN. EMBED <br />I <br />SLAB W/tDd MASONRY <br />>� <br />8', UNO <br />NAIL 1Z' O/C STAGGERED. <br />a FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />FOR <br />SPEip <br />CONNECTORS NOT <br />II,°°.8d•' <br />4" CONC., REINF. W/ <br />SECURE FLANGE TO <br />USECIDCATIONS <br />I <br />REQUIRED WHEN NO <br />$ <br />� <br />° 6'k6" #10 WWM ON <br />SLAB W/(4)1/4" X 21/4" <br />i � PREPARATION OF <br />0 4- 4' <br />y <br />UPLIFT IS PRESENT. <br />1 6-MIL POLY ETHYLENE <br />TAPCONS <br />HOLE. <br />w <br />- <br />SEE SLAB SCHEDULE <br />w VAPOR BARRIER ON <br />L-p <br />i <br />a WELL -COMPACTED <br />4�0� <br />+-D'-0" <br />CLEAN FILL TERMITE <br />TOP OF SLAB <br />- TREATMENT <br />TREATMENT SHALL BEBOR— <br />c <br />a •; <br />4" CHAMFER (1STORY) <br />�— �- <br />(2)CONT. #4 REBAR <br />6" CHAMFER (2STORY) <br />•`L `.•' (2)#5 REBAR ON CHAIRS <br />EQ.EQ <br />SCHEDULE <br />12" MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED SOIL <br />" <br />z 2,000 PSF VIRGIN SOIL OR 95% <br />� p COMPACTED SOIL <br />5 BOLLARD <br />SCALE 34"=''-0' <br />FOR D, BAR SIZE <br />Wx <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />8 6DAF:3/<"=,'-0 <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />�.. <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 />— STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />s <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />5 a <br />PROVIDE DBL TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />c <br />12' O/C STAGGERED. <br />ADDITIONAL METAL <br />u <br />CONNECTORS NOT <br />w <br />REQUIRED WHEN NO <br />�i <br />B" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />- <br />+- Ol <br />•' 8" CMU FILLED CELL (TYP.I <br />,r#: <br />- ._ .° TOP OF SLAB <br />�~ <br />SEE SLAB SCHEDULE <br />I°. <br />2X WALL FRAMING <br />BEE SLAB SCHEDULE <br />10DIA. SIMPSON STB2 BOLTS 5' <br />O TOP OF SLAB <br />a• <br />n <br />MINIMUM EMBEDMENT INTO <br />i <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />b <br />4 CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />- POURED MONOLITHICALLY WITH <br />•� <br />„ <br />-- - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR NkD, BAR SIZE <br />AND BAR QUANTITY <br />I' <br />FOR NxD, BAR SIZE <br />. / AND BAR QUANTITY <br />/AL <br />�1INTERIOR FOUNDATION WOOD WALL <br />JI <br />COMBINED EXTERIOR MONO— <br />INTERIOR FRAME BRIG WALL TO <br />.7 <br />SCALE:3/4"=1•-U' <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />10 <br />SCALE: 3/4"=1'-0" <br />11 SCALE: 3/4"=1'-0" <br />d N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH:407.774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />IIa <br />yp <br />G <br />�k <br />Z <br />2 <br />4 <br />cb <br />O <br />a <br />1 <br />H <br />W <br />Q <br />sVHDM de LOOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04B-14131 <br />MODELa <br />3EFB <br />"2447— ROBIE" <br />GARAGE OWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D F-PM 10/26/21 <br />SCALE:1/4" = 1'-0" <br />SHEET <br />St. <br />