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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />• rP <br />STEEL REINFORCING IN GROUTED <br />� <br />STEEL REINFORCING IN GROUTED <br />• •^— ••p' <br />CELL SEE PLAN FOR SIZE AND <br />^. SPACING REQUIREMENTS <br />fdd <br />S <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />+ " <br />p •- <br />.. ' r ►� <br />GARAGE DOOR <br />RECESS <br />FM <br />g 8" CMU WALL <br />A <br />6' CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />B• <br />b <br />. IN FOUNDATION WITH 30" LEG EACH <br />w w <br />.- 0'-0" <br />'- 41- <br />. WAY AT ALL CHANGES IN DIRECTIONS <br />P, <br />TOP OF SLAB <br />70P OF SLAB <br />I ... $O THAT THE STEEL REINF. IS CONTINUOUS <br />• . . <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />,{ , • .Y <br />SEE SLAB SCHEDULE <br />• 4 BAR SIZE 48 BAR DIA. <br />- . <br />• <br />- V•I <br />SEE SLAB SCHEDULE TOP OF GARAGE"' <br />R. LL CONTINUOUS STEEL MONOLITHIC <br />. I•I • I� <br />- <br />MASONRY <br />UNITS SET <br />EXT. PORCH SLAB ^ 4" CHAMFER (15TORY) <br />W/ 1/2" ISOLATION 6"CHAMFER (2STORY) 18„ <br />• <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />4" CHAMFER (I -STORY) <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />AT ELEV: <br />0{y <br />.! <br />JOINT(WHERE • • #4 24" <br />APPLICABLE i SEE SCHEDULE #5 30" <br />( ..! <br />JOINT WHERE <br />APPLICABLE) <br />6' CHAMFER 2STORY <br />( ) <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />s FOR MD, BAR SIZE <br />rah 36' <br />z <br />2 <br />FOR MD, fl4R SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />SCALE: 3X'=l'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />4 <br />SCALE: 3/4"=T-9' <br />(1) #5 REBAR VERTICALLY W/ CONIC. <br />w POURED CELL <br />o 8" CMU <br />5 F#"4 R @24" O.C. 0 CENTER OFSTEEL <br />REINFORCING IN GROUTED <br />SLAB <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />ftNEW <br />I <br />REINF. BAR <br />" <br />SECURED W/2-PART <br />g 5 EPDXY. MIN. EMBED <br />2" CAPPED <br />GALVANIZED PIPE <br />--tt g S", UNO <br />_ .'a• <br />• <br />W/FLANGE 0 BASE <br />i Q FOLLOW ALL MANF. <br />$ n <br />k. I - 4" CONC., REINF. W! <br />SPECIFICATIONS FOR <br />H <br />6"x6" #10 WWM ON <br />q <br />USE AND <br />i PREPARATION OF <br />8" CMU WALL <br />1 MIL POLY ETHYLENE <br />M <br />0 c P HOLE. <br />On L VAPOR BARRIER ON <br />WELL -COMPACTED <br />SECURE FLANGE TO <br />� <br />TOP OF SLOB <br />CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 21/4" <br />• <br />�• <br />i TREATMENT SHALL BE <br />TAPC0NS <br />4 <br />SEE SLAB SCHEDULE <br />4 S u BORA-CARE <br />". (2) CONT. tt4 REBAR <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />z <br />i m <br />__(' <br />I "ISOLATED" COLUMN PAD <br />, . ' 1 CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />' 4 (2) #5 REBAR ON CHAIRS <br />• <br />T- -1? FOUNDATIONAND SLAB <br />3 ME...E.I.- <br />2,000 PSF VIRGIN SOIL OR 95% <br />FOR MD, MR SIZE <br />AND BAR QUANTITY <br />1MIN. DEPTH INTO z <br />COMPACTED SOIL <br />yam/ <br />/L <br />VIRGIN OR ENGINEERED SOIL $ <br />SLAB HEIGHT LESS THAN 36' pER PLAN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />FOOTING AND COL. PAD <br />5 <br />6 <br />7 <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1'-0 <br />SCALE:34"=1'-0 <br />SCALE 3/4"=1'-0 <br />1 A <br />SCALE: <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x40R 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/tOtl MASONRY NAIL <br />- NAIL 16" O/C STAGGERED. <br />16' OIC STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />r-w <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />" POURED LINTEL CONT. (TYP.) <br />SLAB SC, <br />ro� 8" CMU FILLED CELL (TYP.) <br />[SEE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TOP OF SLAB70: <br />0'-0" <br />1(2"DIA. SIMPSON STB2 BOLTS S" <br />70P OF SLAB <br />-"4• <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />16'O.C. VERTICALLY MAX <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />ULE <br />SIZEJU <br />AND BAR QUANTITY1` <br />1R <br />NTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />E��PINTIgELRMIOR FOUNDATION WOOD WALL <br />(NO UPLIFT) <br />INTERIOR FRAME BRG WALL TO <br />BLOCK WALL CONNECTION <br />3M' 1'1Y':3/4"=1'6' <br />(NO UPLIFT) <br />11 SCALE: 314"=1'4" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />� <br />a <br />4 <br />a�` <br />C <br />FUnDrm LOT:ARK <br />3 <br />11 <br />04181.000-13111 <br />mo mr.c <br />E401 <br />"2828—ENSLEY" <br />GAisA IC swnNa: <br />RIGHT <br />L <br />GMDETAILS PH E , C <br />