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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />} <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />< a.CELL <br />SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTSGARAGE <br />DOOR <br />w <br />RECESS <br />� <br />aMN <br />�rCo <br />- Z <br />8" CMU WALL <br />O N <br />8" CMU WALL <br />..RNER BARS, SAME SIZE AS LARGER BAR <br />wLuO <br />N FOUNDATION WITH 30" LEG EACHwWAY <br />OF SLAB <br />TOP OF SLAB <br />AT ALL CHANGES IN DIRECTIONS <br />I ..SO THAT THE STEEL REINF. IS CONTINUOUS <br />WTOP <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />I a <br />PORCH SLAB < <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />VARI S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />7AND <br />I�� I? <br />r CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />ZLp. AT ELEV: <br />1/2" ISOLATION <br />W/ 1 <br />6" CHAMFER (2STORY) #3 18" <br />EXT. PORCH SLABW/ <br />FER (iSTORY)JOINT <br />(WHERE • <br />#4 24' <br />W/ 112" ISOLATION <br />FER (2STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE 30" <br />JOINT (WHERE <br />APPLICABLE) <br />ZWHEN <br />DULE#5 <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />m <br />FOR WxD, BAR SIZE <br />36 <br />AR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />ANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />�v <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 <br />GARAGE <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=l'-0" <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN, OF 49' -may <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />I <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL Wl SYP <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />v) NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O o_ SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />WEDGE <br />1/2'k9" WEDGE ANCHOR W/2" <br />BTM. PLATE TO 8E PT. <br />WlFLANGE Q BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 8", UNO <br />O FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-1Y2" EMBED. MIN. 16" OC <br />SLAB V I d MASONRY <br />NAIL i6" O/C STAGGERED. <br />R <br />= <br />SIMPSON SPH4 OR SPH6 MAX. <br />IY SPECIFICATIONS FOR <br />N <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= USE AND1/2 <br />ANCHORS W/ 10d x 1 <br />RS T <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2 1/4" <br />F PREPARATION OF <br />V' HOLE. <br />ALL <br />COMMON NAILS FILL ALL y <br />REQUIRCONNEED WHEN <br />REQUIRED WHEN NO <br />y UPLIFT IS PRESENT. <br />TAPCONS <br />W w <br />HOLES, DO NOT USE 10d w <br />w <br />J O° Ok, <br />x 3" Q SEE SLAB SCHEDULE <br />Q SEE SLAB SCHEDULE <br />,eQ <br />TOP SLAB ... _� ... . <br />OFP <br />TO OF SLAB - ��,.... <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />4. ' fie_ <br />•: .•° <br />e <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scaE:34'=t'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />CURB FOUNDATION WOOD WALL <br />6 <br />scALE:3/a"=r-0" (W/ UPLIFT) <br />$INTERIOR <br />scALE:3/a"=,'-o" (NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <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 />a SPACING REQUIREMENTS <br />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />❑ <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB WI10d MASONRY NAIL <br />w <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />m U <br />e a <br />mil <br />CONNECTORS NOT <br />O <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />`o Z <br />;. POURED LINTEL CONT. (YR) <br />'gip.. 8" CMU FILLED CELL (TYP.) <br />° - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />.I° <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0' <br />Z <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />•FFOR <br />16'O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />�EDULE <br />SIZE <br />FOR WXD, BAR SIZE <br />BARWxDBAR <br />AND BAR QUANTITY <br />- AND BAR QUANTITY <br />I, <br />x- <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIGWALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />AND COL. PADBLOCK <br />WALL CONNECTION <br />(NO UPLIFT) <br />aF=0OT!lNG <br />SCALE:34"=1'-0" <br />I I SCALE: 3/4"=V-0" <br />11 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />la <br />p <br />mm <br />avaD:v & LOT <br />SILVERADO <br />LOT #44 <br />BLK #18 <br />PROJECT# <br />04128.002-44181 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE 91RD7G: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />iv <br />ItINT <br />D 07/27/20 <br />aCALE: 1/4"=V-0" <br />a;<tEET <br />S1.1A <br />