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3(r <br />MIN. EACH WAY <br />-- MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— - <br />? <br />CELL SEE PLAN FOR SIZE AND <br />2 CELL SEE PLAN FOR SIZE AND <br />• rr ¢ <br />- <br />3 i SPACING REQUIREMENTS <br />8 SPACING REQUIREMENTS <br />¢_ <br />}—� <br />GARAGE DOOR <br />U <br />¢ I n <br />RECESS <br />v FMB <br />gN <br />m Y 8"CMU WALL <br />�i 8" CMU WALL <br />I > f I CORNER BARS, SAME S12E AS LARGER BAR <br />I <br />B' <br />g <br />G Y <br />+- D-(P <br />. I. IN FOUNDATION WITH 30" LEG EACH <br />°O°III <br />y <br />+- V-a' <br />° TOP OF SLAB <br />. -8 WAY AT ALL CHANGES IN DIRECTIONS <br />I ... •- SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />.I <br />CURB FOR <br />SEE SLAB SCHEDULE <br />n BAR SIZE 46 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />W!1/71SOLATION °-,• #3 18" <br />;-: -VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. FOR CH SLAB 4'CHAMFER (I -STORY) <br />,ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />- /' , AT ELEV: <br />6" CHAMFER (2-STORY) <br />_; <br />WI 1/2" ISOLATION 6" <br />0'-0" <br />JOINT (WHERE #4 24" <br />APPLICABLE) Y SEE SCHEDULE #5 1.. <br />CHAMFER (2-STORY) <br />JOINT (WHERE <br />INTI.E4. SEE SCHEDULE <br />APPLICABLE) <br />.: <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR W.D, BAR SIZE <br />#6 36" <br />? FOR W(D, BAR SIZE <br />i <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />(V AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 4Z' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:3/4"=l'-0" <br />2 SCALE:3/4"=1'-(Y' <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 314"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />U POURED CELL <br />LAP TOP PLATE A MIN, OF 48" <br />O 8" CMU <br />a <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />5 #4 REBAR 024" O.C. ® CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />1SLAB <br />3 <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />g zz <br />s <br />WALL Wl SYP <br />6 Q <br />2' CAPPED <br />I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />I <br />GALVANIZED PIPE <br />w NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />10.91' WEDGE ANCHOR W/ 2' <br />WIFLANGE BASE <br />® <br />SECURED W/ 2-PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />5 I EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2' EMBED. MIN. 0 16" OC <br />_ <br />4 <br />8, UNO <br />J a <br />SIMPSON SPH4 OR SPH6 MAX. <br />. n• <br />4 <br />FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />iv 4" CONC., REINF. W/ <br />.. <br />SECURE FLANGE <br />SPECIFICATIONS FOR <br />USE AND <br />I <br />ANCHORS W/ 10tl x 1 1/2"iq <br />.8 S'x6"#10 WWM ON <br />21 <br />SLAB W/4 1/4"X /4" <br />�� <br />PREPARATION OF <br />COMMON NAILS FILL ALL <br />6-MIL POLY ETHYLENE <br />TAPCONS) <br />i g 4.. 4.. HOLE. <br />HOLES, DO NOT USE 10d ta <br />w VAPOR BARRIER ON <br />II 1a' WELL -COMPACTED <br />x 3" ; SEE SLAB SCHEDULE <br />. CLEAN FILL TERMITE <br />2 TREATMENT SHALL BE <br />p �pi= <br />°' °t' <br />+_ D_0' <br />TOP OF SLAB <br />°�-�� <br />4 S BORA-CARE <br />F <br />... —� . <br />• <br />I(2) CONT. #4 REBAR <br />4" CHAMFER (1 -STORY) <br />n <br />f <br />6" CHAMFER (2-STORY) <br />_ <br />a REBAR ON CHAIRS <br />Ila <br />• e: G'. <br />12" MIN. DEPTH INTO z 2,OD0 PSF VIRGIN SOIL OR 95% <br />VIRGIN OR ENGINEERED SOIL p COMPACTED SOIL <br />SLAB HEIGHT LESS THAN 38' � � PER PLAN <br />BOLLARDBAR <br />5 <br />EQ SEEE SW <br />SCHEDULE <br />ED FOR D, BAR SIZE <br />QUANTITY <br />NWOOD <br />SCALE: 3/4"=1'-a' <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WALL <br />7 <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />scALE:34"=r-a' (W/ UPLIFT) <br />6 <br />FOOTING W/ BLOCK WALL <br />scALE:a4'"=1'-a' <br />1 A <br />SCALE <br />LAP TOP PLATE A MIN. OF 411' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />D14 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <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 />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />SLAB MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />�. <br />NAIL 16" O/C STAGGERED. <br />6" O/ <br />ADDITIONAL METAL <br />16" O/C STAGGERED. <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />J <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />UPLIFT IS PRESENT. <br />w <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />i +- o'-a' <br />fro,, 8 CMU FILLED CELL (TYP.) <br />6�•�.-. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />0, <br />la <br />2X WALL FRAMING <br />TOP OF SLAB*,, .,Q <br />+- 'SLAB <br />• SCHEDULE <br />•. <br />1(2" DIA. SIMPSON STB2 BOLTS 5" <br />• <br />TOP OF SLAB -F, a• <br />? a <br />"•" MINIMUM EMBEDMENT INTO <br />ISOLATED COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• <br />H CENTERED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />4 <br />-- -'!- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR OUArfnTY <br />FOR WID, BAR SIZE <br />FOR WID, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />7i <br />TERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />`� SCALE: 3/a"=V-0" <br />(NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />�� FOOTING AND COL. PAD <br />INTERIOR FRAME BRG WALL TO <br />�� BLOCK WALL CONNECTION <br />(�PCAUE:3/4"=l'-U' <br />(NO UPLIFT) <br />iv BCALE 3/4•=1'-0'• <br />L L <br />SCALE: 3/4"=1'-D' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA#: 0003325 <br />F <br />8 <br />s <br />O <br />Nk <br />BUBDM & LOT: <br />ABBOTT PARK <br />LOT #27 <br />BLK. #9 <br />PROJECT► <br />04181.000-270 1 <br />MODEL; <br />3EEB <br />"2260-ELSTON" <br />GARAGE SMMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />%,1601WH EN. C <br />