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39' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />m <br />STEEL REINFORCING IN GROUTED <br />Z— <br />g <br />STEEL REINFORCING IN GROUTED <br />v <br />— <br />s <br />T ' <br />CELL SEE PLAN FOR SIZE AND <br />d " <br />(L <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o <br />1 <br />IF v <br />d <br />0T <br />SPACING REQUIREMENTS <br />T <br />G <br />1Iv-�-- <br />s_ <br />C <br />m w <br />m W <br />m U w <br />.{���— <br />. <br />I - <br />I I <br />GARAGE DOOR <br />RECESS <br />v J <br />a Q <br />FM <br />Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I> > . CORNER BARS, SAME SIZE AS LARGER BAR <br />W III e" <br />= <br />O co — <br />Z <br />"�' to <br />+- <br />IN FOUNDATION WITH 30" LEG EACH <br />"I <br />W <br />`oy <br />._ p'-0• <br />- o 1� J WAY AT ALL CHANGES IN DIRECTIONS10 <br />� � � <br />TOP OF SLAB <br />LAB <br />- - • ° -" ' TOP OF SLAB <br />� "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />I' MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />CURB FOR <br />" <br />EXT. PORCH SLAB <br />�., <br />SEE SLAB SCHEDULE <br />BAR $LIE 4g BAR plA, <br />4" CHAMFER (I -STORY) <br />_ <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I"I ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�;p. AT ELEV: <br />1/2" ISOLATION <br />6" CHAMFER (2-STORY) #3 18' <br />W/ 1/7' ISOLATION <br />�,� <br />4" CHAMFER (1STORY) <br />p'{y' <br />JOINT (WHERE O -. # <br />JO <br />APPLICABLE) Z <br />#4 24" <br />SEE SCHEDULE #5 30„ <br />JOINT (WHERE -. •.a <br />APPLICABLE) Z <br />6" CHAMFER (2-STORY) <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, AR SIZE <br />36" <br />FOR WxD, AR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND AR QUANTITY <br />AND AR QUANTITY <br />NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />iv <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />sCALE:34=,'-0 <br />2 @ GARAGE SCALE:34"=1'-0" <br />3 CORNER BARS DETAIL <br />(4D222a_l PENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=l'-0" <br />Z <br />(1) #5 REBAR VERTICALLY W/ GONG. <br />U <br />POURED CELL <br />Q <br />8" CMU <br />LAP A MN. OF 4 „ <br />ANDAILATE <br />WI 16d COIMMON <br />Q ¢. <br />#4 REBAR 02V O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />W W S <br />z <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />�v z w <br />Lu <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />v <br />5' <br />CL <br />> <br />WALL W/ SYP <br />I <br />2" CAPPED <br />rn NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOI <br />SECURE <br />CURE BT. PLATE TO SLAB W/ <br />— <br />GALVANIZED PIPE <br />IL SECURED W/ 2- PART <br />0 g <br />SPACING. SINGLE BTM. PLA <br />CI <br />WEDGE ANCHOR Wl2" <br />- <br />WIFLANGE @ BASE <br />d EPDXY. MIN. EMBED <br />I <br />TO PT. PROVIDE DBL. TOASHER SET IN HIGH STRENGTH <br />d 8", UNO <br />PLATEOXY 5-1I2" EMBED. MIN. @ 16" OC <br />W <br />4 <br />= <br />SIMPSON SPH4 OR SPH6X. <br />iv <br />4 CONC., REINF. W/ <br />- <br />I <br />T°� <br />0 SPECOIF CATI S FOR <br />U <br />BTM AND TOP PLATE <br />h- <br />'k6" #10 W WM ON <br />, I 8 <br />= USE AND <br />I <br />ANCHORS W/ 10d x 1 12" <br />wlk— <br />6-MIL POLY ETHYLENE <br />�4GX <br />~ ARATION OF <br />0 4" <br />COMMON NAILS FILL ALL <br />VAPOR BARRIER ON <br />SLAB W/(4SECURE <br />2 10/4" <br />HOLEPR <br />00 <br />HOLES,OO NOT USE 10dSEE <br />= Q <br />WELL -COMPACTED <br />TAPCONS <br />J <br />3�S, <br />SLAB SCHEDULE <br />> <br />- CLEAN FILL TERMITE <br />a <br />M <br />TREATMENT SHALL BE <br />p QO} <br />a 5 BOR4-CARE <br />TOP OF SLAB <br />u.. <br />. <br />•P <br />.. <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1-STORY) <br />< <br />ENEE3r <br />6" CHAMFER (2-STORY) <br />n <br />a <br />." ' (2) #5 REBAR ON CHAIRS <br />12" MIN. DEPTH Z <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />VIRGIN OR ENGINEINTO ERED SOIL > <br />�' OU <br />COMPACTED SOIL <br />FOR WxD, AR SIZE <br />SLAB HEIGHT LESS THAN 3'E" <br />PER PLAN <br />BOLLARD <br />5 <br />ADDING BAR TO <br />AND AR QUANTITY <br />EXTERIOR MONO DEEP <br />FOOTING W/ BLOCK WALL <br />BCALE:34"=,'0 <br />MONOLITHIC FOUNDATION <br />6 SCALE:3/4"=V-0" <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SGALE:34"=,-0' <br />(W/UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. 0 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" OJC BTM. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />Z <br />Q a <br />SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Q� w <br />SLAB I AN MASONRY <br />16" O/C STAGGERED. <br />U <br />NAIL 76' OIC STAGGERED. <br />ADDITIONAL METAL <br />c a <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />W to <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />O 8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />m — - 0'-0"WPOURED <br />CrYP)toUPLIFTiSPRESENT. <br />LINTE LL <br />ul <br />CMUFILLED CE(T. <br />OFSLAB <br />SEE SLAB SCHEDULE.I° <br />CSEE <br />SLAB SCHEDULESEE <br />- - - <br />2X WALL FRAMING <br />SLAB SCHEDULE <br />1l2" DIA. SIMPSON STB2 BOLTS 5' <br />TOP OF SLAB <br />"- <br />'- 0'-0' <br />Z <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />_F—F.R <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDERWALL AND <br />16"O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />--FOUNDATION AND SLAB <br />EDULE <br />SEE SCHEDULE <br />-� <br />WXD <br />FOR WxD, AR SIZE <br />AND AR QUANTITY <br />EQ.41 EQ. EE SCHEDULE <br />AND BAR QUANTITY <br />I. <br />FOR, BARSIZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />AND BAR QUANTITY <br />AND BAR <br />INTERIOR FOUNDATION WOOD WALL <br />NG AND COL. PAD <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />9 <br />SE22D <br />BLOCK WALL CONNECTION <br />$ <br />SCALE: 3/4"=1'-0" (NO UPLIFT) <br />SCALE: 3l4"=,•-0• <br />11 SCALE: 314"=1'-0" <br />S°"LE:y°"=,•-0•' (NO UPLIFT) <br />li N. RONALD REAGAN 8l <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-774 4078 <br />wwwsbdesigngrouP.com <br />AA 1k 0003325 <br />Mill <br />2 <br />}� <br />a <br />a <br />yLLLY���yyy�iii <br />O <br />cK <br />cl <br />IIP <br />tmDrT: <br />v ac LABBOTT PARK <br />LOT #3 <br />BLK #11 <br />ROJECT# <br />04181.000-03111 <br />HODEU <br />4EBB <br />"1828-CALI" <br />GARAGE STIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />