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3"' <br />MIN, EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />S CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />d�d _ <br />8 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />.�•.—�— <br />° i <br />rc�. <br />�� <br />•°�I °. .. Y— <br />GARAGE DOOR <br />m <br />� a <br />. <br />lv. <br />FM <br />RECESS <br />O a 8" CMU WALL <br />o <br />,� <br />8" CMU WALL <br />1 ° .p CORNER BARS, SAME SIZE AS LARGER BAR <br />.v <br />°w <br />B° <br />�' <br />I" <br />1 IN FOUNDATION WITH 30' LEG EACH <br />% y <br />a-0 <br />/O f <br />*- 0' ' <br />° <br />' # e I WAY AT ALL CHANGES IN DIRECTIONS <br />a. <br />TOP OF BLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />- •, <br />r—•, <br />• . <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB <br />.... <br />e <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR CIA <br />EXT. PORCH SLAB 4" CHAMFER (15TORY) <br />< #3 18" <br />��v---"-'.ram <br />. <br />� �� <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGEv <br />. I CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT BEE SCHEDULE <br />MASONRY <br />C UNITS SET <br />f �:p AT ELEV: <br />W/ 1/2" ISOLATION ''.. 6" CHAMFER (2-STORY) <br />JOINT <br />W/ 112ISOLATION <br />4" CHAMFER (I -STORY) <br />6" CHAMFER <br />- <br />(WHERE • • #4 24"•� <br />APPLICABLE) i SEE SCHEDULE #5 3a' <br />JOINT"( WHERE. • i <br />d, <br />(2-STORY) <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />N FOR WxD, BAR SIMQUANTITY #6 36'42' <br />APPLICABLE) <br />rJ <br />FOR WAR, MR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTRY <br />AND BAR QUANBN <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#� az' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE a4'=1'-a' <br />2 <br />BCALE:34'=1'-a' <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />3 <br />SCALE: 3/4"=1'-0' <br />SCALE. 3/4"=1'-a' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />POURED CELLEli <br />LAP TOP PLATE A MIN. OF 48" <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />c <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />gHIM <br />#4 REBAR �24" O.C. ® CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SLAB <br />z <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />�w <br />I <br />WALL W/ SYP <br />x <br />2" CAPPED <br />NEW REINF. BAR <br />�a <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />SECUREDW/2-PART <br />°� <br />SPACING. SINGLE BTM. PLATE <br />112"x0" WEDGE ANCHOR W/7' <br />W/FLANGE 0 BASE <br />I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DEL. TOP <br />WASHER SET IN HIGH STRENGTH <br />c 6", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 15' OC <br />b <br />FOLLOW ALL MANF. <br />i <br />SPH40R SPH6 MAX. <br />• R <br />SPECIFICATIONS FORSIMPSON <br />I USE AND <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d 1 <br />is I 4" CONC., REINF. W/ <br />n "x8" <br />SECURE FLANGE <br />PREPARATION OF <br />x 10 <br />y #10 WWM ON <br />SLAB W/(4) 1/4" X 2 1l4" <br />11 <br />� QL 4" 4" HOLE. <br />COMMON NAILS FILL ALL <br />6-MIL POLY ETHYLENE <br />TAPCONS <br />HOLES, DO NOT USE 10dVAPOR <br />BARRIER Oldx <br />3" E SEE SLAB SCHEDULE <br />s • I.1 1- WELL -COMPACTED <br />CLEAN FILL TERMITE <br />TREATMENT SHALL BE <br />P <br />"P� <br />+_ -a <br />TOP OF SLAB • <br />a S' BORA-CARE <br />-� <br />4" CHAMFER (1STORY) <br />(2) CONT. #4 REBAR <br />,qqm <br />6" CHAMFER (2-STORY) <br />, If <br />h <br />4 <br />(2) #5 REBAR GJ CHAIRS <br />I:d�• <br />. - <br />.• . v'• <br />2000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />12" MIN. DEPTH INTO , <br />COMPACTED SOIL <br />FOR BAR SIZE <br />VIRGIN OR ENGINEERED SOIL $ <br />D <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR BAR QUANTITY <br />HEIGHT LESS THAN 3'-8" PER PLAN <br />SCALE: 3/4"=1'-0' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />6 <br />� BDALE:3/4"=1'-a• (W/ UPLIFT) <br />SCALE:3/4"=1'-0' <br />FOOTING W/ BLOCK WALL <br />1 A <br />SCALE: 3/4"=1'-a' <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 1Ed COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C 8TM, VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />CELL SEE PLAN FORSIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />LAP70 OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2.4 OR 2.6 WOOD BEARINGIPROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SVP Na 2 STUDS SE <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SVP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />s <br />dd <br />E <br />BTM. PLATE TO BE PT. <br />BTM. PLATE 7O BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DEL. TOP PLATESECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />SLAB W/10d MASONRY <br />12" O/C STAGGERED. <br />4 2 <br />NAIL 12" O/C STAGGERED, <br />ADDITIONAL METAL <br />0. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />_ <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />( ) <br />6" CMU FILLED CELL TYP.SEE <br />. _ <br />TOP OF SLAB <br />•. <br />SLAB SCHEDULE <br />SEE BLAB SCHEDULE <br />• <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />112" DIA. SIMPSON STB2 BOLTS 5' <br />+-0'-0" <br />+-0'-0" <br />• '. <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />70P OF SLAB <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />P . <br />••_a. <br />6o <br />CENTERED UNDER WALLAND <br />16" O.C. VERTICALLY MAX <br />�• .. <br />°. <br />• <br />=�� POURED MONOLITHICALLY WITH <br />• .'a —a <br />^ <br />.� ' <br />-' --- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />4a <br />S • <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />/� <br />`' C <br />AND BAR QUANTITY <br />JC <br />EQ. EQ, SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />9 <br />10 <br />scALE:�4"=,-0 <br />SCALE:MV=1'-a' <br />(NO UPLIFT) <br />SCALE:3/4"=1'-a' <br />.00 <br />Dvi�TLE:3/4"=,'-0" <br />(NO UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.a bdeslgngroup.com <br />AA #: 0003325 <br />U <br />O <br />a <br />aUDD:v & LOT: <br />ABBOTT PARK <br />LOT #41 <br />BLK. #7 <br />PROJWT# <br />0418 .000-41071 <br />MODEL <br />4EBB <br />"1828-CALI" <br />GARAGm aTWaNEG: <br />RIGHT <br />PALM: <br />DETAILS <br />160 MPH EXP. C <br />Dw� 9/zl/21 <br />SCALE: 1/4"=1'—O" <br />82110" <br />S1.1A <br />