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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />p <br />Z <br />STEEL REINFORCING IN GROUTED <br />d a <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />r� v <br />.-, <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />S ?" <br />C <br />SPACING REQUIREMENTS <br />r '! + o_- <br />� <br />a,�` <br />GAR AGE DOOR <br />rt— ... <br />-. <br />1 gip: �FM <br />^ RECESS <br />m J <br />Ix <br />• <br />og�( <br />fa <br />8" CMU WALL <br />O co <br />8" CMU WALL <br />r. CORNER BARS, SAME SIZE AS BAR <br />011 <br />o <br />M <br />. IN FOUNDATION WITH 3a'LEG EACH <br />ID U <br />M <br />~ TOP OF SLABTHAT <br />+- <br />WAY AT ALL CHANGES IN DIRECTIONS <br />THE STEEL REINF. IS CONTINUOUS <br />0) W <br />,►'—.-.--i r ,=-yn--. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• ° <br />PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZW11AR <br />4" CHAMFER (ISTORY) <br />Y3 <br />EXT. PORCH SLABJONT <br />�I,ts' - TOP OF GARAGEvl <br />EE SLAB SCHEDULE <br />4" CHAMFER <br />. { _I"' <br />r' w. CONTINUOUS STEEL MONOLITHICEXT. <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'" 7;pr <br />MASO• RY <br />UNITSNSET <br />AT ELEV: <br />WHEREION .Y <br />(WHERE • •i4 <br />8" CHAMFER (2STORY) <br />W/ 1/2" ISOLAION <br />(1STORY) <br />8" CHAMFER (2STORpAPPLICABLE) <br />p-p•JOINT <br />z <br />SEE SCHEDULE <br />#8 <br />JOINT (WHEEE <br />APPLICABLE) <br />Z <br />SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE 36" <br />ft8 <br />NAND <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND <br />#7 <br />N <br />% EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:34"=1'-a' <br />2 <br />SCALE: <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-a' <br />SCALE: 3/4"=,'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 4S' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2410WS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, A" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WN PLAN <br />LAP TO OCCUR OVER STUD <br />Of WALL W/ PLAN <br />20 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2xe WOOD BEARING <br />PROVIDE BLOCKING <br />W <br />WALL W/ BYP <br />WALL W/ SYP No 2 STUDS SEE <br />IWu <br />R <br />No 2 STUDS SEE PANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />2" CAPPED <br />O <br />S N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"x8" WEDGE ANCHOR W/T <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />& 1 SECURED W/2-PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />W/FLANGE @ &4SE <br />y g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 6-1/2" EMBED, MIN. Q 16' OC <br />SLAB W/10d MASONRY <br />J Q 8", UNO <br />USP SPTH4 OR SPTH6 BTM MAX <br />NAIL 18" O/C STAGGERED. <br />a 0 FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS NN <br />SPECIFICATIONS FOR <br />N % <br />10d x 1 1/7' COMMON NAILS <br />USE AND <br />F m ( <br />FILL ALL HOLES, DO NOT USE <br />SECURE FLANGE TO <br />PREPARATION OF <br />10d x 3" W <br />N <br />SLAB W/(4)1/4" X 2 1/#' <br />Z HOLE. <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />TAPCONS <br />J <br />Q <br />Q <br />°' <br />[SEE <br />O'QQO <br />TOP OF SLAB . <br />•. <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2STORY) <br />=AND <br />ULE <br />EQ. EQ. <br />EE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />NTITY <br />AND BAR QUANTITY <br />BOLLARD <br />5 <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />MONOLITHIC FOUNDATION <br />8 <br />7 scALE:34"=r-a <br />(W/UPLIFT) <br />6 <br />scALE:3a=,'-a <br />(NO UPLIFT) <br />BCALE:3/4"=1'-a' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL WI 18d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />YCCC <br />16" O/C STAGGERED. <br />u, <br />ON <br />e" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />•- -0" <br />:� •. <br />8" CMU FILLED CELL (TYP.) <br />• <br />_:. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />„••. <br />I•/ <br />2X WALL FRAMING <br />f SEE SLAB SCHEDULE <br />1/2" DIA. USP 725080 BOLTS 5' <br />TOPOF SLAB <br />4• <br />Z�'• <br />MINIMUM EMBEDMENT INTO <br />i <br />we <br />ISOLATED"COLUMN PAD <br />t <br />GROUTED CELL, 4"FROMENDSAND <br />° <br />• ' !] • <br />m�� <br />° • CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16" O.C. VERTICALLY MAX <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />2 <br />° <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR W.D, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 scALE:34"=1'_0 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />10 <br />scALE:34"=1'-a' <br />11 <br />SCALE: <br />.1 N. RONALD REAOIW BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774$078 <br />FAX: 407-774.4078 <br />www.ebd••igngroup.eom <br />AA A: 0003325 <br />swan►. as WTI <br />: <br />SILVERADO <br />LOT #10 <br />BLK. #11 <br />PitonwTip <br />4 8. -10 11 <br />MODEL" <br />4ENB <br />"1751-NEUVILLE" <br />GAR&OZ 011nx0: <br />RIGHT <br />PADS: <br />DETAILS <br />150 MPH EXP. B <br />AROMEM <br />STATE OF FLOIiIDA <br />0cINOW <br />ROLM <br />DAT " 10/23/18 <br />sCAm 1/4"=1'—O" <br />sl'iSST <br />S1.1A <br />