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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />Q 0. CELL SEE PLAN FOR SIZE AND <br />0 SPACING REQUIREMENTS <br />- •. <br />0 <br />OC C <br />SPACING REQUIREMENTS <br />TCC <br />W N <br />1. <br />c• <br />. <br />�v. 'I Tom— <br />GARAGE DOOR <br />gw <br />I <br />• <br />(d//11c <br />RECESS <br />� � Q <br />� FM <br />•; <br />g <br />K W Z <br />8" CMU WALL <br />O 6' CMU WALL <br />I <br />, CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W W <br />B" <br />O <br />FOUNDATION WITH 3U' LEG EACH <br />= <br />_ a-0•, <br />aS ^ 0'-0" <br />• <br />- a W <br />WA AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />' - TOP OF SLAB <br />I _. SO THAT THE STEEL REINF. IS CONTINUOUS <br />Ir� <br />_ MATCH AMOUNT OF CONTINUOUS BARS <br />•I� <br />CURB FOR <br />EX 7 PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORV) <br />18 <br />- - -VARIES•I <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />i <br />I ILL <br />v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />Z=0_ AT ELEV: <br />W/1?' ISOLATION <br />JOINT (WHERE ♦ <br />6' CHAMFER (2-STORY) <br />•4 24' <br />W/ 1?' ISOLATION 6' CHAMFER (2STORV) <br />0� <br />• <br />APPLICABLE) i <br />SEE SCHEDULE <br />30" <br />JOINT (WHERE] EE SCHEDULE <br />APPLICABLE) Z ° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, EAR SIZE <br />••Ts 3362' <br />FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (e 2 TO 3, PROVIDE 2 BARS), UNO <br />%EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE 3/4"=1'-Y' <br />2 SCALE:3/4"=1'-0" <br />� GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3l4'�1'-0" <br />4 SCALE: 314'=1'-0" <br />Z <br />(1)•5 REBAR VERTICALLY W/CONC. <br />U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />2 <br />6' CMU <br />AND NAIL W/ 16d COMMON <br />0 <br />NAILS- 2-ROWS, 4" BTM VERIFY HEIGHT <br />w <br />Y4 REBAR ®24" O.C. 0 CENTER OF <br />LAP TO OCCUR OVEERR STTUDUD OF WALL W/ PLAN <br />Aa <br />m g <br />SLAB <br />W <br />2s4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />W <br />w <br />WALL W/ SVP <br />O > <br />`v O <br />Y'� <br />5' <br />2' CAPPED <br />GALVANIZED PIPE <br />d I <br />N <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />I <br />W/FLANGE Q BASE <br />S NEW REINF. BAR <br />O a SECURED W/ 2- PART <br />g <br />1?k8' WEDGE ANCHOR W/ 2' <br />ToBEPT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />- <br />a EPDXY. MIN. EMBED <br />EPDXY 5-11TEMBED. MIN. 0 16' OC <br />G 6•, UNO <br />SIMPSON SPH4 OR SPH6 MAX_ <br />•' <br />m <br />¢ 0 FOLLOW ALL MANF. <br />PLATE <br />STM AND Top(v <br />in <br />I 4' CONC., REINF. W/ <br />SECURE FLANGE 70 <br />SPECIFICATIONS FOR <br />U I <br />QQ USE AND <br />ANCHORS W/ 0d x 1 12" <br />9 Y6" #10 WWM ON <br />I <br />SLAB W/(4) 1/4" X 2 1/4" <br />= m <br />F PREPARATION OF <br />COMMON NAILS FILL ALL <br />W <br />W <br />&MIL POLY ETHYLENE <br />TAPCONS <br />8 HOLE_ <br />HOLES, DO NOT USE 10d <br />VAPOR BARRIER ON <br />-d' <br />IJ <br />Z <br />x 3" ¢ SEE SLAB SCHEDULE <br />_ w <br />• WELL -COMPACTED <br />I <br />Q <br />> <br />CLEAN FILL TERMITE.- <br />11 TREATMENT SHALL BE <br />ry,6• . <br />TOP OF SLAB , <br />1 u, <br />4 BORA-CARE— <br />Q' <br />(2) CONT. N4 REBAR <br />4" CHAMFER (I -STORY) <br />° <br />f <br />6' CHAMFER(2STORV) <br />(2) #5 REBAR ON CHAIRS <br />• <br />EQ. EQ. EE SCHEDULE <br />17' MIN. DEPTH INTO Z W <br />VIRGIN OR ENGINEERED SOIL >O <br />SLAB HEIGHT LESS THAN 3'$' �U <br />2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTED SOIL <br />PER PLAN <br />BOLLARD <br />5 scALE: 3/4"=1'-0" <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />TERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />(D!NCALE <br />(W/ UPLIFT) <br />6 <br />FOOTING <br />W/ BLOCK WALL <br />SCALE 34"=1'(Y' <br />1A <br />SCALE: <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 />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM, <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />2x4 OR aB WOOD BEARING PROVIDE BLOCKING <br />Z <br />BTM, PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PROVIDE 081- TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />Q 0. <br />a <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE SLAB W/1 W MASONRY NAIL <br />Tr- <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />16' O/C STAGGERED. <br />C <br />QQ W <br />CONNECTOR. NOT <br />METAL <br />CORS NOT <br />CONNECTORS <br />m U <br />a <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />0C /n <br />PRESENT. <br />Awl <br />UPLIFTIS <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />Z <br />'- 011 <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />Q <br />,'♦ �• 8" CMU FILLED CELL (TYP.) <br />I, - TOP OF SLAB <br />y ate, <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TOP OF SLAB\ <br />SEE SLAB SCHEDULE <br />1?' DIA SIMPSON STB2 BOLTS 5" <br />° <br />TOP OF SLAB <br />Z <br />• <br />MINIMUM EMBEDMENT INTO <br />' •�� <br />, Tom° <br />, - <br />•♦ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4'FROM ENDS AND <br />°, ' <br />m <br />CENTERED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />' <br />• <br />POURED MONOLITHICALLY WITH <br />♦ s <br />� <br />rL �= AND SLAB <br />FOUNDA4 <br />• <br />SEE SCHEDULE <br />SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZES <br />/ FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />TERIOR CURB <br />FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />9 scALE:314"=1'-0" (NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />(�PCALE:3/4"=1'-0 <br />(NO UPLIFT) " <br />scALE 3r=ro <br />11 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774 4078 <br />www.abdosigngroup.com <br />L AA ♦: 0003325 <br />2 <br />f <br />all <br />StMDIV. Ie XOT: <br />ABBOTT PARK <br />LOT #27 <br />BLK. #11 <br />PllOJECT <br />04181.001-27111 <br />MODMU <br />3EEB <br />"2260—ELSTON" <br />GA %AGE 9VFMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 H E C <br />