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3C <br />MIN. EACH wnv <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d CELL SEE PLAN FOR SIZE AND.F^— <br />� <br />p <br />SPACING REQUIREMENTS <br />S SPACING REQUIREMENTS <br />V. <br />II e P <br />GARAGE DOOR <br /><WAY <br />$ w <br />v P . <br />_ ". <br />RECESS <br />r FM <br />g w 8" CMU WALL <br />�, 8"CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />w B• <br />�i 6 9 <br />63 <br />IN FOUNDATION WITH 30" LEG EACH <br />.8 <br />AT ALL CHANGES IN DIRECTIONS_FM <br />TOP OF SLAB <br />TOP OF SLABSO <br />THAT THE STEEL REINF. IB CONTINUOUS <br />„ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />. <br />SEE SLAB SCHEDULE <br />°• BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4 CHAMFER (1-STORY) <br />• <br />#3 18" <br />,-VIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />LE <br />MASONRY <br />UNITS SET <br />T:p. ATELEV: <br />W/ 12" ISOLATION 6' CHAMFER (2-STORY) <br />JOINT (WHERE # #4 24 <br />W/ 12" ISOLATION6' CHAMFER (2STORY) <br />0-a* <br />i SEE SCHEDULE #5 30" <br />JOINT (WHEREAPPLICABLE) SEE SCHEDULE <br />APPLICABLE) 4 <br />ONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR 1M O' BAR SIZE <br />" <br />FOR wiD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARE PROVIDE THE LEAST <br />AND BAR OUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND <br />#7 42' <br />— <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:3/4"=1'-0 <br />@ GARAGE 6DALE:34"=''� <br />%� CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />a POURED CELL <br />1U <br />LAP TOP PLATE A MIN. OF 48" <br />o 8"CMU <br />AND NAIL COMMON <br />VERIFY HEIGHT <br />5 #4 REBAR �24" O.C. � CENTER OF <br />OWt W <br />S, <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />SLAB <br />AALLMRZx6 WOOD BEARING PROVIDE BLOCKING <br />1 SYP <br />L o '0 5' <br />PED <br />GALVANIZED ZED PIPE <br />D I <br />FOR <br />No 2 SINGLE TB MSEE S PLATE <br />SECURE BT. PLATE TO SLAB W/ <br />SPACING. <br />NEW REINF. BAR <br />°� <br />1/7'x9" WEDGE ANCHOR W/ 2' <br />W/FLANGE 0 BASE <br />SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />SET IN HIGH STRENGTH <br />n I <br />5 EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN, 0 16" OC <br />` <br />4 <br />6', UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />• . °• <br />15 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />F 4 4" CONC., REINF. W/ <br />I <br />SECURE FLANGE TO <br />SPECIFICATIONS FOR <br />USE AND <br />9 I <br />ANCHORS W/ 10d x 1 1/7' <br />M % k6' #10 WWM ON <br />I 6-MIL POLY ETHYLENE <br />SLAB W/(4) 1/4" X 21/4" <br />4 <br />w 4„ 4„ PREPARATION OF <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />m VAPOR BARRIER ON <br />TAPCONS) <br />HOLE <br />%O <br />SEE SLAB SCHEDULE <br />w <br />•II Tom' WELL -COMPACTED <br />; <br />CLEAN FILL TERMITE <br />TREATMENT SHALL BE <br />a <br />? <br />TOP OF SLAB .. ; ,• <br />•; BORA-CARE <br />(2) CONT. #4 REBAR <br />I• <br />4" CHAMFER (1STORY) <br />°�• <br />r <br />6" CHAMFER (2-STORY) <br />a, <br />(2) #5 REBAR ON CHAIRS <br />2,000 PSF VIRGIN SOIL OR 95% <br />12' IN. DEPTH INTO <br />EQ. EQ. SEE SCHEDULE <br />COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL p <br />SLAB HEIGHT LESS THAN 3'-6" PER PLAN <br />BOLLARD <br />5 BQALE: 3/<"=,'•D" <br />ADDING BAR TO <br />AND BAR QUANTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />scALE:34=1-0" (W/UPLIFT) <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1'-0" <br />1 A <br />SCALE: <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4' O/C BTM, VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, V O/C BTM. <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2K4 OR 26 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />SLAB W/10tl MASONRY <br />STM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL <br />a i <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />Q <br />J <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />w <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />,w 8" CMU WALL <br />w <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />z 0-0 <br />•+� IT' <br />" CMU FILLED CELL (TYP.) <br />_ TOP <br />b I• OF SLAB <br />+- d-0„ <br />SEE SLAB SCHEDULE <br />WALL FRAMING <br />TOP OF SLAB <br />"4 <br />+- <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB _a< <br />?- m ••_ <br />MINIMUMEMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• <br />• <br />b ° ° CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />° • <br />-� POURED MONOLITHICALLY WITH <br />e <br />— �- FOUNDATION AND SLAB <br />° <br />SEE SCHEDULE11ARS <br />SEES <br />EQ. EQ. SEE SC <br />FOR WxD, BAR SIZE <br />AND BAR TY <br />, SIZE <br />/ TOR MD, BAR SIZE <br />rUA q <br />FORE xD BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />l!1 {N� <br />AND BAR OUANTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />INTERIOR FOUNDATION WOOD WALL <br />9 SCALE: (NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />INTERIOR FRAME BRIGWALL TO <br />BLOCK WALL CONNECTION <br />SCALE:3/4"=1'0 <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />d N.RONALD REAGAN SL <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />C <br />JIL <br />R <br />_3 <br />D M 05/25/21 <br />SCALE: 1/4"=1'-0" <br />8HEET <br />S1.1A <br />