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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />,¢-, <br />STEEL REINFORCING IN GROUTED <br />�:. ° <br />0 D. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />6 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTSI. <br />•, v <br />I • v ° <br />C <br />G� G ( <br />m U W <br />1 �¢°� �_ ' <br />GARAGE DOOR <br />RECESS <br />FxIx CL <br />FM <br />(aA Z <br />8" CMU WALL <br />O <br />8•' CMU WALL <br />I ° CORNER BARS, SAME SIZE AS LARGER BAR <br />W W <br />° IN FOUNDATION WITH 30'LEG EACHO <br />OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONSTOP <br />.:. - SO THAT THE STEEL REINF. IS CONTINUOUS <br />Kill <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURBFOR <br />� <br />a <br />EXT. PORCH SLAB <br />W/1Cl'( IS• �,° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />#3 18" <br />: <br />EXT.PORCH SLAB <br />-VARIESI., <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4'• CHAMFER (1STORY <br />LL <br />If <br />'-'v. CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />`" I AT ELEV: <br />JOINT WHERE <br />6" CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/7 ISOLATION• <br />-' 6" CHAMFER (2-STORY).: <br />0'-(Y' <br />APPLICABLE) z <br />SEE SCHEDULE <br />30. <br />JOINT (WHERE. e i <br />APPLICABLE) Z n. <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE #6 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />F4 <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />u7 42• <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />sGALE:34' 1'-0 <br />2 scALE:314"=1'a <br />� GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3l4"=1'-0" <br />4 SCALE: 314'=,'-(Y' <br />(1)*5 REBAR VERTICALLY W/GONG. <br />U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />f 024" O.C. ®CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W� S <br />LRBEBAR <br />Z �� Z 0: <br />i <br />3 <br />W <br />2x4 OR 2k6 WOOD BEARING PROVIDE BLOCKING <br />O > <br />WALL Wl SYP <br />O O O <br />r5' <br />Z' CAPPED <br />I <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB WI <br />U <br />I I <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />� <br />SPACING. SINGLE BTM. PLATE <br />112k8" WEDGE ANCHOR W/ <br />W/FLANGE 0 BASE <br />d SECURED W/ 2-PART <br />To BE PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />S I EPDXY. MIN. EMBED <br />EPDXY 5-lrZ' EMBED. MIN. ® 16" OC <br />8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />iV <br />4•' CONC., REINF. W/ <br />in <br />O FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />I 'W' #10 WWM ON <br />SECURE FLANGE TO <br />= � USE AND <br />I <br />ANCHORS W/ 10d x 1 1/Z' <br />COMMON NAILS FILL ALL <br />= N <br />6-MIL POLY ETHYLENE <br />SLAB W/(4) 1/4" X 2114•' <br />TAPCONS <br />I- v PREPARATION OF <br />V1 <br />ALES, DO NOT USE ,Od <br />WQ <br />, I, , D" VAPOR BARRIER ON <br />I WELL -COMPACTED <br />0 HOLE.X <br />SEE SLAB SCHEDULE <br />= <br />CLEAN FILL TERMITE <br />E <br />TREATMENT SHALL BE <br />y, O' <br />e'S °+- <br />�Q"TOP <br />Q <br />OF SLAB <br />OBORA-CARE <br />I CONT. #4 REBAR <br />4" CHAMFER (1STORY)5' <br />CHAMFER (2STORY)(2)#5 <br />REBAR CHAIRS <br />=AND <br />,Z'MIN.DEPTHINTO ZWe2,000 <br />PSF VIRGIN SOfL OR 95% <br />ULE <br />VIRGIN OR ENGINEERED SOIL 2 QQ> <br />COMPACTED SOIL <br />SIZE <br />HEIGHT LESS THAN 3•S•'UPER <br />PLAN <br />NTITY <br />scALE: ya"=1'-a <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD <br />EXTERIOR <br />MONO DEEP <br />MONOLITHIC FOUNDATION <br />WALL <br />7 <br />SCALE:3/a"=T-9' <br />(W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />6 SCALE:3/4"=V-a' <br />'Al <br />SCALE: 3 4"=, f <br />LAP TOP PLATE A MIN. OF 48" <br />--�� <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" 0/C BTM. <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" Ole BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2.4 OR 216 WOOD BEARING <br />PROVIDE BLOCKING <br />2c4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />PLATE TO BE <br />PLANS FOR SPACING. SINGLE <br />RE ST <br />SECURE BT. PLATE TO <br />p. <br />BTM. PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB MASONRY NAIL <br />SLAB <br />TG <br />SLAB W/10tl MASONRY <br />STAGGERED. <br />Q <br />NAIL 16" 0/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />m U <br />ADDITIONAL METAL <br />-L <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0: N <br />O 8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />Z <br />;_ POURED LINTEL CONT. (TYP.) <br />W <br />+ - <br />TOP OF SLAE <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />Ix <br />SEE BLAB SCHEDULE <br />• � <br />� «+- <br />2X WALL FRAMING <br />a <br />01T <br />SEE SLAB SCHEDULE <br />1Q"DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB f <br />TOP OF SLABa° <br />_ <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16"OC. VERTICALLYMAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE�tF <br />EDULE <br />FOR WxD, BAR SIZE <br />BAR SIZE <br />EQ. EQ. EE SCHEDULE <br />ANDBAR QUANTITY <br />UANTITY <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />!a <br />(DLINT�ERIOR <br />ALE:3/4"=1'-IT' <br />(NO UPLIFT) <br />FAND COL. PAD <br />82002Tjl!tNLGG SCALE:3/4"=l'-a' <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4t1'4' <br />SCALE: 3/4"=,'-O' (NO UPLIFT) <br />VS N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />W Ww.8bde8Igngroup.com <br />AA M: 0003325 <br />etnBDXV. Ale LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #11 <br />PROJmt7T* <br />04181.000— 29111 <br />HODEIs <br />AIS LE" <br />2007 <br />GARAGE sWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />