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B� <br />MIN. EACH WAY <br />_ L <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• <br />�!y <br />CELL SEE PLAN FOR SIZE AND <br />d p SPACING REQUIREMENTS <br />3 CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />', I • . : - <br />o_•• <br />3 <br />.1--- <br />GARAGE DOOR <br />rz RECESS <br />i L�FM <br />w <br />�' <br />:'�•.. <br />w <br />8" CMU WALL <br />8' CMU WALL <br />1 A CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />$ °' <br />y <br />+-D-a�: <br />1' Q WAY AT ALL CHANGES IN DIRECTIONS <br />'- TOP OF SLAB <br />; <br />TOP OF SLAB <br />I ... Sp THAT THE STEEL REINF. IS CONTINUOUS <br />f" <br />M <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB 4 BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />JJlt <br />A <br />, 'y S <br />- SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB CHAMFER <br />f <br />a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />T:p AT ELEV: <br />W/ 1YP ISOLATION <br />�'--`-•' 8' CHAMFER (2STORY) <br />( • • #4 I.. <br />JOINT WHERE <br />4" (I -STORY) <br />W/ 1/7' ISOLATION 6" CHAMFER (2-STORY) <br />D". <br />APPLICABLE) sEE scHEWLE <br />z #5 <br />JOINT (WHERE, <br />APPLICABLE SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#6 36" <br />i FOR WXD, SCR SIZE <br />i <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N AND BAR QUANTTY <br />AND SARCUANTffY <br />k <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />GARAGE SCALE: 3/4" ,'D' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3l4'=1'-0" <br />4 SCALE: 3/4"=1- <br />(1) #5 REBAR VERTICALLY W/CONC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48' <br />8 CMU <br />AND NAIL W/ 1 COMMON �_ <br />#H [El <br />w <br />NAILS, 2-ROWS, 4" 0!C BTM. VERIFY HEIGHT <br />, <br />i14REBAR �24" O.C. 0 CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />� <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />s� <br />o <br />2' CAPPED <br />I NEW REINF. BAR <br />WALL W/SYP <br />No 2 STUDS SEE PLANS FOR <br />I <br />GALVANIZED PIPE <br />WIFLANGE BASE <br />SECURED WI 2- PART <br />55 EPDXY. MIN. EMBED <br />SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE 112k9" WEDGE ANCHOR W/ Z' <br />TO BE PT. PROVIDE DBL. TOP <br />- <br />n 3 8", UNO <br />5 I <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 0 18' OC <br />• •'°_• <br />4 <br />i Qo FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />§ <br />SPECIIFFIICATIONS FOR <br />BTM AND TOP PLATE <br />>r 4" CONC., REINF. VJl <br />§ - '.1: <br />'" <br />I AND <br />ANCHORS Wl 10dz11/2" <br />• 8'#10WET4 ON <br />MIL POLY ETHYLENE <br />SECURE <br />PREPARATION OF <br />�J � 14• <br />COMMON NAILS FILL ALL <br />w VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 21/4" <br />TAPCONS <br />HOLE. <br />HOLES, DO NOT USE 10d <br />• <br />a • �� 1'a WELL-COMPACTEDjj�� <br />x 3' SEE SLAB SCHEDULE <br />A <br />CLEAN FILL TERMITE <br />$ p} <br />TREATMENT SHALL BE <br />•. ' <br />{1: <br />f° <br />SORA-CARE <br />u 1 <br />41SSS <br />�� <br />O• . . <br />.S. <br />' (2) CONT. #4 REBAR <br />4CHAMFER (1STORY) <br />" <br />. —� .� . <br />•. <br />f <br />8' CHAMFER (2-STORY) <br />4.�� <br />4 <br />! (2) #5 REBAR ON CHAIRS <br />° + <br />12" MIN. DEPTH IN1T0 2,000 PSF VIRGIN SOIL OR 95% <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />Ea. EQ. SEE SCHEDULE <br />SLAB HEIGHT LESS THAN T-0" U PER PLAN <br />BOLLARD <br />SIZE <br />FOR VWD, AND BAR QUANTITY <br />5 <br />ADDING BAR TO <br />EXTERIOR MONO DEEP <br />SCALE 34'='� <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING W/BLOCK WALL <br />6 <br />7 SCALE 3/4"=,'� (W/UPLIFT) <br />1A <br />6pA�:�,•�,-0., <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" BTM, VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' —y <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE <br />PROVIDE DBILL BE PT. <br />TOP PLATE SECURE BT. PLATE TO <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />3 <br />SLAB W/10d MASONRY <br />BTM. PLATE TO 8E PT. SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />NAILADD O/C STAGGERED. <br />18' O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />w <br />CONNECTORS NOT41r <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />�+ 8' CMU WALL <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYR) <br />F, SEE SLAB SCHEDULE <br />8' CMU FILLED CELL (TYP.) <br />b :' TOP OF SLAB <br />I•' <br />ZX WALL FRAMING <br />+- D_„ <br />SEE SLAB SCHEDULE <br />S LAB CH DUL <br />EE S S E E <br />1/2" DIA S SIMPSO T82 BOLTS 6" <br />TOP OF SLAB ..�. .- <br />+ 0'-0' <br />i ,..Y. <br />MINIMUM EMBEDMENT INTO <br />° <br />70P OF SLAB <br />• "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />- <br />•," <br />POURED MONOUTHICALLY WITH <br />_ <br />FOUNDATION AND SLAB <br />' ,!•+T� <br />SEE SCHEDULE <br />SEE SCHEOULE <br />FOR MID BAR SUE <br />EQ. EQ. SEE SCHEDULE <br />'ORWxO, SCR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTRY <br />FOR WzO, BAR SIZE <br />n <br />AND BARQUANTnY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />$ SCALE: 3,4"=,'�' (NO UPLIFT) <br />sQALE: 3/"''''9' (NO UPLIFT) <br />E <br />10 SCALE: 3/4"=1'-0 <br />11 SCALE: 3/4"=1'1Y' <br />li N. RONALD REAGAN BI <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.a bdealgngroup-Dom <br />AA #: 0003325 <br />Y <br />qy <br />v <br />1Plt0J]DCT# <br />VHDIV 89 I•oTBBOTT PARK <br />LOT #23 <br />BLK #7 <br />04181.000-23071 <br />MODIM <br />4EAB <br />"1672—ARIA" <br />GARAGE awnim <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />JUN <br />DAT : 06/14/21 <br />SCALE 1/4"=V-0" <br />>lI; W= <br />S1.1A <br />