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30" <br />MIN. EACH WAY <br />HIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />�_ STEEL REINFORCING IN GROUTED <br />r[— <br />•°SPACING <br />M_':�77 <br />N CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />_ CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTSGARAGE <br />; .I' <br />rz <br />DOOR <br />RECESS <br />H <br />o> <br />p <br />8" CMU WALL, <br />8" CMU WALL <br />fII <br />. CORNER BARS, SAME SIZE AS LARGER BAR <br />m <br />B• <br />i m f <br />b i <br />+- '-0" <br />n °I <br />I I IN FOUNDATION WITH 31PLEG EACH <br />d, <br />z <br />y a <br />•_ 0'-0" <br />�v I WAY AT ALL CHANGES IN DIRECTIONS <br />o• <br />TOP OF SLAB <br />° TOP OF SLAB <br />.. SO THAT THE STEEL REINF. IS CONTINUOUS <br />It <br />° ~• <br />I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />° SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORI" CHAMFER (15TORY) <br />18" <br />rANDIMRQUANTrrY <br />- VARIES <br />.° SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />I _IE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />- T:p. AT ELEV: <br />W/ 1!2" IS^�` `'" CHAMFER (2-STORY) <br />JOINT <br />4" CHAMFER (I -STORY) <br />W/ 1/2" ISOLATION 8" CHAMFER <br />0_a <br />(W• • #4 24" <br />APPLICABEE SCHEDULE 3a' <br />.•' (2-STORY) <br />JOINTRE•! •#5 <br />gppLICABLE aSEE SCHEWLE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />R WsD,BARSIZE <br />#6 36• <br />FOR WxD, BAR SIZE <br />I <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUMBER OF BARS (1., 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 />scALE:34'=1-a <br />2 scALE:34'=1'.a' <br />@ GARAGE <br />3 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 — <br />SCALE: 3/4"=i'-0' <br />(1) #5 REBAR VERTICALLY W/GONG. <br />W POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />c 8" CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BUM. VERIFY HEIGHT <br />g #4 RREBAR @24" O.C. C CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />z <br />I <br />2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />O I� <br />2" CAPPED <br />PIPE <br />O NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />GALVANIZED <br />SECURED W/ 2-PAR7 <br />°� <br />SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/7' <br />W/FLANGE BASE <br />I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />— <br />d e", LINO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 16' OC <br />R <br />i Q FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />• •'a• <br />n <br />SPECIFICATIONS FOR <br />z <br />I <br />BTM AND TOP PLATE <br />ty I § 4" CONC., REINF. W/ <br />SECURE FLANGE TO <br />USE AND <br />PREPARATION OF <br />ANCHORS W/ 1Od x 1 1/2" <br />n • "x6" #10 VNhM OIJ <br />l i <br />SLAB W/(4) 7f4" X 2 i/4" <br />4• d" <br />w O HOLE. <br />COMMON NAILS FILL ALL <br />6-MIL POLY ETHYLENE <br />TAPCONS <br />HOLES, DO NOT USE 10d w <br />w w VAPOR BARRIER ON <br />x 3" rc SLAB SCHEDULE <br />s a • II 1-D WELL -COMPACTED <br />O-Y <br />'� CLEAN FILL TERMITE <br />y� <br />[SEE <br />- 0'-0" <br />lJ <br />TREATMENT SHALL BE <br />.P <br />TOP <br />OF SLAB °. <br />S BORA-CARE <br />4" CHAMFER (I -STORY) <br />.a <br />(2) CONT. #4 REBAR <br />6" CHAMFER (2-STORY) <br />'1-- <br />° d.. ° <br />n <br />f <br />•.4�°.•' <br />, <br />#5 REBAR ON CHAIRSIVA <br />(2) <br />0 <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />72" MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED 301E M� COMPACTED SOIL <br />BOLLARD <br />ADDING BAR TO <br />FOR WxD, BAR 312E <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN T-O' O PER PLAN <br />5 SCALE: 314'=rna' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />�` <br />v <br />7 SCALE: 3/4"=V-6" (W/ UPLIFT) <br />SCALE: 3/4"=1'-a' <br />FOOTING W/ BLOCK WALL <br />A <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 18d COMMON <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4"OTC BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" Or BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />q. <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />E <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO CI PT. <br />PLANS FOR SPACING. SINGLE '\ <br />CI <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE SECURE B7. PLATE TO <br />SLAB W/10d MASONRY <br />BTM. PLATE TO PT. <br />PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL <br />12" O/C STAGGERED. <br />a Q <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />0 m <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />R <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />_ <br />•- 0� <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />•:•, 8" CMU FILLED CELL (TYP.) <br />TOP OF <br />b SLAB <br />a SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />I <br />2X WALL FRAMING <br />>° <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST32 BOLTS 5" <br />o'-a' <br />a� <br />a <br />MINIMUM EMBEDMENT INTO <br />tOP OF SLAB <br />TOP OF SLAB e° <br />'ISOLATED' COLUMN PAO <br />GROUTED CELL, 4" FROM ENDS AND <br />a <br />5r <br />CENTERED UNDER WALLAND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />a <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />✓! • � • <br />SEESCHEDULE <br />FOR MD, BAR SIZE <br />FOR MD,BARSIZE <br />./ AND BAR QUANTITY <br />AND BAR QUANTITY <br />i <br />/AL <br />EQ. EQ, SEE SCHEDULE <br />FOR MD, BAR SIZE <br />� <br />� <br />COMBINED EXTERIOR MONO- <br />w <br />INTERIOR FRAME BRIG WALL TO c3• <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />TERIOR <br />9 <br />10 <br />BLOCK WALL CONNECTION <br />CURB FOUNDATION WOOD WALL <br />(D[N <br />SCALE: 3/4'•=1•-0 <br />(N O UPLIFT) <br />scALE:34'=1'-a' <br />11 SCALE:34"=1'-a' <br />scALE: 3/4•'=1'-a' (NO UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />wwW.abdesigngmupmm <br />AA #: 0003325 <br />ilk <br />V <br />9 <br />C <br />BvsDly & LOT: <br />ABBOTT PARK <br />LOT #8 <br />BLK. #13 <br />PROJECT* <br />041 1.000-08131 <br />MODEL <br />4EBB <br />"1828-CALM' <br />GARAGE EWDFG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 9/21/21 <br />QCALE: 1/4"=1'-0" <br />MEET <br />S1.1A <br />