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M„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />,v <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />v <br />CELL SEE PLAN FOR SIZE AND <br />¢ a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />> <br />wm <br />SPACING REQUIREMENTS <br />.(� ... <br />1v �i•'. <br />GARAGE DOOR <br />U Ill� <br />RECESS <br />vU—. <br />J <br />1i <br />gp <br />v4i z <br />8" CMU WALL <br />O <br />8' CMU WALL <br />, . CORNER BARS, SAME SIZE AS LARGER BAR <br />w w e" <br />Oa <br />c Z <br />�. IN FOUNDATION WITH 30" LEG EACH <br />ul U <br />+_ 0'-0• <br />° TOP OF SLAB <br />I 0'-0" <br />TOP OF SLAB <br />OI,T ,J WAY AT ALL CHANGES IN DIRECTIONS <br />' ., •, SO THAT THE STEEL REINF. IS CONTINUOUS <br />N q! <br />{ .. - - <br />- - <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I • �) <br />CURB FOR <br />• <br />- <br />EXT. PORCH SLAB <br />° �., <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />- - <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />�LL <br />v. CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />�=p, AT ELEV: <br />A_p�• <br />W! 112" ISOLATION <br />6" CHAMFER (2-STORY) 16" <br />EXT. PORCH SLAB <br />4" CHAMFER (I -STORY) <br />JOINT (WHERE -. <br />#q pq• <br />WI ill" ISOLATION °a <br />6" CHAMFER (2STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE. �. <br />APPLICABLE Z ° <br />) <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (Le. 2 TO 3, PROVIDE 2 BARS), UNO <br />? <br />EXTERIOR MONO -FOOTING <br />r EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0 <br />2 @ GARAGE SCALE:3/4"=1'0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3/4•=1'-0" <br />4 SCALE: 3/4'=1'-0" <br />Z <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />�� <br />CMU <br />LAP TOP PLATE A MIN. OF 48" <br />COMMON <br />< a <br />#4 REBAR �24" O.C. @ CENTER OF <br />NAIILLS 2-ROWSd4" O/C . VERIFY HEIGHT <br />wm g <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Lu <br />5 <br />c 0 -�,,, O <br />1 <br />o a <br />WALL W/ SYP <br />H U <br />F <br />2" CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />K g <br />SPACING. SINGLE BTM. PLATE <br />WNW' WEDGE ANCHOR W/ 2"' <br />W/FLANGE @ BASE <br />a EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />8", UNO <br />PLATE EPDXY 5-112" EMBED. MIN. @ 16" OC <br />iv <br />4" CONC., REINF. W/ <br />To <br />Q FOLLOW ALL MANF. <br />= W SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />° : 1 6 x6 #10 W WM ON <br />Q� I <br />cn U �D <br />STM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/2" <br />2 cn <br />1 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />F- PREPARATION OF <br />U a <br />COMMON NAILS FILL ALL <br />,_D, APOR BARRIER ON <br />SLAB W/(4)114" X 2 1/4" <br />HOLE. <br />¢ <br />W <br />DO NOT USE 10d <br />= Q <br />WELL -COMPACTED <br />TAPCONS <br />ROLES, <br />SEE SLAB SCHEDULE <br />>� <br />CLEAN FILL TERMITE <br />TREATMENT SHALL BE <br />O } <br />Q <br />° ^. BORA-CARE <br />QO <br />_ <br />° 0 <br />..� .. <br />" QQ <br />Q' <br />TOP OF SLAB .. . <br />—� <br />CONT. #4 REBAR <br />- <br />4" CHAMFER (I -STORY) <br />° _ f <br />6" CHAMFER(2STORY) <br />.`i ` (2) #5 REBAR ON CHAIRS <br />MIN. DEPTH INTO Z 0= <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. EE SCHEDULE <br />VI � > <br />VIRGIN OR ENGINEERED SOIL O <br />"T <br />COMPACTED SOIL <br />FOR WxD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'S" <br />pER <br />C BOLLARD <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />M <br />EXTERIOR MONO DEEP <br />SCALE:34'=1'-0' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING W/ BLOCK WALL <br />1 A <br />SCALE: 3/4'=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL WI 16d COMMON <br />LAP TOP PLATE A MIN. OF 48" <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL Wl 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 />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />SECURE ST. PLATE TO <br />O >> <br />a F <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />m w <br />SLAB WI10d MASONRY <br />NAIL 18" O/C STAGGERED. <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />m U <br />v d <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />- <br />POURED LINTEL CONT. (TYP.) <br />p) UPLIFT IS PRESENT. <br />W <br />6" CMU FILLED CELL (TYP.) <br />� 0'' <br />, TOP OF SLAB <br />� SEE SLAB SCHEDULE <br />Q <br />SEE SLAB SCHEDULE <br />I° - <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />-0" <br />Z ® <br />MINIMUM EMBEDMENT INTO <br />—ate... <br />a <br />TOP OF SLABm^ <br />"ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />ea <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />EQ. EQ. _—SEE SCHEDULE <br />AND BAR QUANTITY <br />FOR WxD, BAR SIZE <br />COMBINED EXTERIOR MONO— <br />INTERIOR FRAME BRIG WALL TO <br />AND BAR QUANTITY <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />CURB <br />FOUNDATION WOOD WALLy4'=+-0" <br />(D,_'�NINTTE�RMIOR�� <br />10 <br />BLOCK WALL CONNECTION <br />8INTERIOR <br />(NO UPLIFT) <br />SCALE: 34"=1" -0 <br />, , SCALE:3a=,-0 <br />SCALE: 3/4'=1'-0" <br />(NO UPLIFT) <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.atxleslgngroup.com <br />AA #: 0003325 <br />MEN <br />y <br />a <br />4t <br />�a <br />br <br />b <br />C <br />6 <br />9g <br />p <br />C <br />QL <br />8vsarV. as r,OT <br />ABBOTT PARK <br />LOT #31 <br />BLK #12 <br />F-ROJECTp <br />04181.000-31121 <br />MODEM, <br />4EBB <br />"1828—CALI" <br />GARAGE 8lrMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />