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3m <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />. STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />rr T— — <br />T <br />CELL SEE PLAN FOR SIZE AND <br />t SPACING REQUIREMENTS <br />[[ CELL SEE PLAN FOR SIZE AND <br />a SPACING REQUIREMENTS <br />..` <br />J i a• <br />GARAGE DOOR <br />RECESS <br />FM <br />O " 8" CMU WALL <br />> 8•• CMU WALL <br />.. CORNER BARS, SAME SIZE AS LARGER BAR <br />b <br />. IN FOUNDATION WITH 3a' LEG EACH <br />m y <br />�y1lj�a <br />•I <br />WAY AT ALL CHANGES IN DIRECTIONS <br />,j I <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />a. <br />�—• • ,,.._yam° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />of <br />CURB <br />° <br />3EE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />° #3 1S' <br />.y V <br />L6 SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB • <br />I•I• <br />I� <br />a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />N NITS SET <br />>:p, AT ELEV: <br />W/ 1/2" ISOLATION 6" CHAMFER (2STORY) <br />JOINT (WHERE ♦ • #4 24•' <br />4" CHAMFER (1STORY) <br />W/1/2"ISOLATION I <br />L� 6'CHAMFER (2-STORY) <br />APPLICABLE) i SEE SCHEWLE #5 3a' <br />JOINT (WHERE. •' i <br />APPLICABLE) 4 SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i FOR MD, M SIZE <br />� FOR MD, BAR Sig <br />DIF FERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N, AND BAR OUANRh' #6 38" <br />AND BAR QUPMRV <br />NUM BER OF BARS (fe. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE 3/4"=1'-0 <br />scALE:aa"=,'-D <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />scALE, 3/4'=r-a' <br />SCALE: 3,a•'=r-o" <br />(1) 05 REBAR VERTICALLY W9 CONC. <br />5 ,y� POURED CELL <br />o a 8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />a <br />5 #4 REBAR 024" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" OC BTM. VERIFY HEIGHT <br />V SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />$ a <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />t�F <br />7' CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLABVJI <br />GALVANIZED PIPE <br />SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />W/FLANGE 0 BASE <br />°� I EPDXY. MIN. EMBED <br />70 BE PT. PROVIDE DBL 70P 1/2•'x9" WEDGE ANCHOR W/7 <br />8", UNO <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />FOLLOW ALL MANF. <br />EPDXY 5-1/2" EMBED. MIN. 018" OC <br />§ <br />ro <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />ti I• 4" CONC., REINF. W/ <br />w <br />I <br />BTM AND TOP PLATE <br />n 1 6"x6" #10 WWM ON <br />{ <br />o USE AND <br />ANCHORS W/ 10d x 1 1!Y' <br />-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />O a" a• <br />COMMON NAILS FILL ALL <br />w VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 21/4" <br />HOLE. <br />HOLES, DO NOT USE 10d N <br />rD' <br />• II WELL -COMPACTED <br />7APCONS <br />w <br />x a' z SLAB SCHEDULE <br />. , CLEAN FILL TERMITE <br />k <br />TREATMENT SHALL BE <br />* S <br />.4 5.. BORA-CARE <br />QQ <br />R' <br />[SEE <br />TOP OF SLAB <br />• . (2) CONT. #4 REBAR <br />4" CHAMFER (1STORV) <br />' <br />f <br />6" CHAMFER (2-STORY) <br />A.`= <br />a <br />(2) #5 REBAR ON CHAIRS <br />12" MIN. DEPTH INTO a_ 2,000 PSF VIRGIN SOILOR 95% <br />EQ. EO. <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />F <br />SEE SCHEDULE <br />R SIZE <br />SLAB HEIGHT LESS THAN 3'8• pER Puw <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />EXTERIOR <br />3/4„=1'-a' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE 34''=1'-a' (W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE: 34"=1'-a' <br />1A <br />SCALE:3/4"=1'-a' <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />VERIFY HET <br />IGH <br />LAP TOP PLATE AMIN. OF 4S' <br />NAILS, 2-ROWS, 4•' C/C BTM. <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING GROUTED <br />LAP TO OCCUR OVER STUD <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 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 24 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY <br />NAIL 12" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE SLAB W/10tl MASONRY NAIL <br />17' O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />aO m <br />CONNECTORS NOT <br />CONNECTORS NOT <br />0 8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />w <br />S" CMU FILLED CELL(TYP.) <br />b TOP OF BLAB <br />..I° <br />SLAB SCHEDULE <br />a <br />> <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />[SEE <br />*- 0'-a <br />• SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5' <br />TOP OF SLAB , \.: <br />*- <br />i o <br />MINIMUM EMBEDMENT INTO <br />° <br />TOP OF SLABe• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />ate_• <br />to CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />•_a <br />° <br />POURED MONOLITHICALLY WITH <br />°� <br />• T— — FOUNDATION AND SLAB <br />e� <br />4 <br />SEE SCHEDULE <br />SEE SCHEWLE <br />FOR WXD, BAR SIZE <br />FOR MD, BAR SIZE <br />./ AND BAR QUANTITY <br />EQ. EQ., SEE SCHEDULE <br />AND BAR QUANTITY <br />� /AL <br />FOR W%D, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />OTING AND COL. PAD <br />8 <br />9 SCALE:3/4=r-a• (NO UPLIFT) <br />SEO scALE:3r=r-m <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4"=1'•0" <br />scALE:3a'=,'-a' (NO UPLIFT) <br />:1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeaigngroLtp.com <br />AA #: 0003325 <br />N <br />m <br />a <br />R <br />sunDly at LAT. <br />ABBOTT PARK <br />LOT #2 <br />BLK #12 <br />PHASE 4C <br />PROJE10T* <br />04181.04C-02121 <br />HODZIi <br />4EAB <br />"1672-ARIA" <br />GARAGE 8WINO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />07 <br />DAPS: 10/26/21 <br />ec.%=: 1/4"=1'-0" <br />s1'ISST <br />St. IA <br />