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30" <br />MIN, EACH WAY <br />MONOLITHIC FOOTING <br />♦r <br />Z <br />STEEL REINFORCING IN GROUTED <br />f 1, <br />STEEL REINFORCING IN GROUTED <br />— <br />ev— <br />CELL SEE PLAN FOR SIZE AND <br />< p; <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />�� <br />_ <br />D as <br />SPACING REQUIREMENTS <br />O¢ <br />SPACING REQUIREMENTS <br />•{�- ,�.. <br />�P° . °� <br />GARAGE DOOR <br />Q W, <br />a3 <br />m U_ w <br />_ <br />.n <br />I <br />RECESS <br />It <br />Ip� FM... <br />g� <br />Kw - Z <br />8" CMU WALL <br />¢ <br />O W <br />W CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />> <br />N W <br />B" <br />O ro g <br />q Z <br />m m <br />IN FOUNDATION WITH 30" LEG EACH <br />UWj = <br />N t� <br />M <br />+- 0'-( <br />TOP OF SLAB <br />TOP OF SLAB <br />(/�I(/� WAY AT ALL CHANGES IN DIRECTIONS <br />I ... a °I I SO THAT THE STEEL REINF. IS CONTINUOUS <br />AMOUNT OF CONTINUOUS BARS <br />R <br />EXT. PORCH SLABCHAMFER <br />W/1/Z'ISOLATION <br />°WA <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA. <br />(1STORY) <br />18" <br />EXT. PORCH SLAB <br />V ���g <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />q" CHAMFER (1-STORY) <br />,.. ILLBAR <br />I°CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />' <br />MASONRMATCH <br />UNITS SET <br />�' AT ELEV: <br />(WHERE <br />CHAMFER (2-STORY) <br />#q 2q <br />W/ 1/2" ISOLATION '' <br />6' CHAMFER (2-STORY) <br />:APPLICABLE) <br />0'JOINT <br />Z <br />SCHEDULE 05 �„ <br />JOINT (WHERE , 4 11 <br />APPLICABLE) z <br />EE SCHEDULE <br />SITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />FOR WXD, BAR SIZEDIFFERENT <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY #7 42, <br />AND BAR QUANTITY <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), ONO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'0 <br />L @ GARAGE <br />;'\ <br />CORNER BARS DETAIL <br />1 DOOR OPENING <br />~ <br />r— SCALE: 3/4"=T-0" <br />SCALE: 3/4"=V-0" <br />? <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />O <br />AND NAIL W/ 16d COMMON <br />a <br />#4 REBAR i O.C. 0CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />S <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />om� <br />Z <br />> <br />W W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />.I.O <br />aCL I <br />WALL W/SYP <br />x,0 <br />r U <br />I <br />> /n NEW REINF. BAR <br />O a <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W! <br />SECURED W/ 2- PART <br />g <br />SPACING, SINGLE BTM. PLATE <br />112'k9" WEDGE ANCHOR W/7' <br />2" CAPPED <br />�. EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />. _ a, < <br />GALVANIZED PIPE <br />Q 8, 1 <br />Q FOLLOW ALL MANF. <br />PLATE <br />EPDXY 6-12" EMBED. MIN. 16" OC <br />4" CONC., REINF. W/ <br />W/FLANGE Q BASE <br />N Ix SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />F c <br />_e • .8 k6' #tO W WM ON <br />4 <br />= m USE AND <br />I <br />BTM AND TOP PLATE <br />ANCHORS W/ 1Od x 1 1/Z' <br />S <br />6-MIL POLY ETHYLENE <br />PREPARATION OF <br />w. <br />COMMON NAILS FILL ALL <br />�+ <br />W'O <br />VAPOR BARRIER ON <br />II <br />Z HOLE. <br />N <br />HOLES, DO NOT USE 10d W <br />S Q <br />WELL-COMPACTED <br />CLEAN <br />SECURE FLANGE TO <br />W <br />SEE SLAB SCHEDULE <br />FILL TERMITE <br />111 <br />SLAB W!(4) 1/4' X 21/4' <br />O <br />p�}' <br />K <br />a <br />d <br />TREATMENT SHALL BE <br />BORA-CARE <br />TAPCONS <br />O' <br />Q' <br />TOP <br />OF SLAB <br />—� <br />(2) CONT. #4 REBAR <br />4" CHAMFER (I -STORY) <br />I' f <br />6" CHAMFER (2-STORY)• <br />a.�� _ ° <br />♦Y `.�' (2)#5 REBAR ON CHAIRS <br />c°• <br />12' IN. DEPTH INTO <br />M > <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL > <br />COMPACTED SOIL <br />FOR WXD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'6" �"OU <br />PER PLAN <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />�=�BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />scALE:34"=r-a' (W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:34"=1'-0" <br />SCALE:34"=1'-0' <br />1A <br />SCALE: 3/4"=1'fi' <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d 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/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />2.4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />Q ^ <br />a <br />SLAB W/1Od MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />SLAB W110d MASONRY NAIL <br />0 <br />NAIL 16"STAGGERED. <br />ADDITIONAL METAL <br />16, O/C STAGGERED. <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />U <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />a <br />N <br />W UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />K <br />Z <br />— <br />+- 0'-0' <br />LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />C <br />8" CMU FILLED CELL (TYP.) <br />_ <br />Ia ,; TOP OF SLAB <br />+ 0'-0" Q <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TOP OF SLAB.;=AND <br />0'-O" <br />SEE SLAB SCHEDULE <br />1POURED <br />1TDIA. SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB <br />'a• <br />�OURED <br />Z Z <br />e <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />4SEE <br />SCHEDULE <br />ULE <br />FOR VJxD, BAR SIZE <br />/FOR WxD, BAR SIZE <br />SIZE <br />AND BAR QUANTITY <br />✓AND BAR QUANTITY <br />NTITY <br />� <br />///IIL.. <br />INTERIOR CURB FOUNDATION WOOD WALL <br />E,_"\1NTjERM10R FOUNDATION <br />WOOD WALL <br />(NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />&F=00TI!AND COL. PAD <br />INTERIOR FRAME BRIGWALL TONG <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />SCALE: 3/4'=T-O <br />11 SCALE: 3/,1 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA M: 0003326 <br />[a.. <br />WN <br />I.I. <br />sualmv. ae MT <br />ABBOTT PARK <br />LOT #34 <br />BLK. #12 <br />PROJEi <br />04 1.000-34121 <br />MODEU <br />3EAB <br />"1504- ALLEX" <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />