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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />0 •v <br />Z <br />f <br />STEEL REINFORCING IN GROUTED <br />Z <br />STEEL REINFORCING IN GROUTED <br />�- <br />a <br />0 a> <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a [1� <br />T <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v <br />y <br />•t' P_ <br />GARAGE DOOR <br />w <br />ca5 U <br />w <br />4��jc RECESS <br />KCL <br />I � FM <br />,; <br />g0 <br />/a/1 Z <br />8"CMU WALL <br />O V) <br />8" CMU WALL <br />> CORNER BARS, SAME SIZE AS BAR <br />.I I <br />B <br />Wto W <br />+- 0'-0" <br />IN FOUNDATION WITH 30" LEG EACH <br />a�i <br />w = <br />+- 0'11" <br />—era —� TOP OF SLAB <br />- -J WAY AT ALL CHANGES IN DIRECTIONS <br />I .,. VI SO THAT THE STEEL REINF. IS CONTINUOUS <br />tOA <br />TOP OF SLAB <br />. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCHSLAB <br />W/ Ili <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA. <br />4' CHAMFER (1 STORY) <br />M3 IV, <br />� : <br />EXT. PORCH SLABCHAMFER <br />-VARIE <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I�' � <br />LLBAR <br />'"v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />��p+ AT ELEV: <br />ISOLATION .,6"CHAMFER <br />JOINT (WHERE • • <br />(2STORY) <br />#4 24" <br />W/ 1/2"ISOLATION <br />(1STORY) <br />CHAMFER (2STORY)APPLICABLE) <br />VAND <br />0'-0" <br />Z <br />SEE SCHEDULE M5 30" <br />JO1NTSCHEDULEi <br />APPLICABLE) <br />ZWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />XD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AR QUANTITY <br />NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:34"=1'A" <br />, <br />@ GARAGE SCALE:W-V-o" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" ----may <br />AND NAIL W/ 18d COMMON <br />ANO 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 WI PLAN <br />w <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />S NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT, PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O 0_ SECURED Wl2- PART <br />K <br />SPACING. SINGLE BTM. PLATE <br />1/2"x8" WEDGE ANCHOR Wl2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />a S EPDXY. MIN. EMBED <br />I <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" LINO <br />— <br />PLATE <br />EPDXY S•12" EMBED. MIN. 18` OC <br />SLAB W/10d MASONRY <br />`cT <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 18` OIC STAGGERED. <br />K SPECIFICATIONS FOR <br />� ¢ I <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />SECURE FLANGE <br />ca USE AND <br />I=— oo PREPARATION OF <br />ANCHORS W/ tOd x 1 1/2" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />1 <br />SLAB W/(4) i/4" X 2 1/4" <br />O Q HOLE. <br />COMMON NAILS FILL ALL N <br />y UPLIFT IS PRESENT. <br />TAPCONS <br />w � <br />HOLES, DO NOT USE 10d w <br />w <br />x 3" SEE SLAB SCHEDULE <br />Ir SEE SLAB SCHEDULE <br />,QQe <br />TOP OF SLAB .. :.: <br />TOP OF SLAB . <br />4" CHAMFER(1STORY) <br />6" CHAMFER (2-STORY) <br />a <br />EQ. EQ, EE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />BOLLARD <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:y4=1 0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 <br />50ALE 3""'�(NO UPLIFT) <br />SCALE:3I4'=1'-0" <br />SCALE:3l4"=1'-0` (W/UPLIFT) <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 />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />o a. <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />w U <br />v a.CONNECTORS <br />NOT <br />REQUIRED WHEN NO <br />0) <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />m Z <br />+- 0'-0' <br />' ; POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />.. TOP OF 51 A8t0'' <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA, SIMPSON STB2 BOLTS 5" <br />+- 0-0 <br />Z <br />Z <br />MINIMUM EMBEDMENT INTO <br />TOPOF SLAB <br />a° <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4"FROM ENDS AND <br />CENTERED UNDER WALL AND <br />L�4 <br />F—FOR <br />16" O.C. VERTICALLY MAX <br />°oPOURED <br />MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULESEDULE <br />BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I, <br />x <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />10 <br />BLOCK WALL CONNECTION <br />scALE: 3/4"=I'-a' (NO UPLIFT) <br />SCALE: -"=I-" <br />1 1 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.ebdesigngmup.com <br />AA #: 0003325 <br />6 <br />h <br />O <br />b� <br />L11THT11 <br />�a <br />i <br />avnDIV. at LOT <br />SILVERADO <br />LOT #13 <br />BLK #19 <br />PROJECT/ <br />04128.002-13191 <br />MODELA <br />4EBB <br />"1828—CALL" <br />GARAGE BW MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />