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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />a <br />}} <br />I, <br />a <br />i <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />° <br />��•� <br />CELL SEE PLAN FOR SIZE AND <br />< y <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />° <br />p <br />SPACING REQUIREMENTS <br />•- <br />GARAGE DOOR <br />w <br />V <br />w <br />�a 7� °•, <br />��- <br />RECESS <br />U <br />v a <br />K <br />< <br />° FM <br />g <br />0: rai7 i <br />8" CMU WALL <br />O y <br />8" CMU WALL <br />, . r CORNER BARS, SAME SIZE AS BAR <br />I <br />w W B" <br />i7 <br />i <br />IN FOUNDATION WITH 30• LEG EACH <br />•I <br />w U <br />l <br />+-0'-0"d <br />,J1 WAY AT ALL CHANGES IN DIRECTIONS <br />") <br />�/n <br />TOP Of SLAB <br />TOP OF SLAB <br />(... SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />• 1 <br />a <br />EXi, PORCHSLAB <br />SEE SLAB SCHEDULE <br />IZE 48 BAR DIA. <br />4 CHAMFER (1STORY) <br />ARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I•L� I2 <br />LL <br />' °. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�;p+ AT ELEV: <br />W/1l2"ISOLATION • <br />8" CHAMFER (2STORY) ,8' <br />EXT. PORCH SLAB <br />4" CHAMFER (i-STORY) <br />0'-0" <br />, <br />JOINT (WHERE. <br />Y4^ <br />Wl 112" ISLATION <br />6" CHAMFER (2STORY) <br />APPLcABLE) <br />SEE SCHEDULE <br />1#6 <br />JOINT (WHEREi <br />APPLICABLE) <br />i <br />EE SCHEDULE30" <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS 0e. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:3a"=,-0 <br />2 <br />scALE:34"=r-0" <br />@ GARAGE <br />�1 CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3l4"=V-0" <br />SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" --may <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />71 <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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W1 SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />S to NEW REINF. BAR <br />CURE BT. PLATE TO BLAB W/ <br />No 2 STUDS SEE PLANS FOIr/E <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O 0- SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLA <br />"x8" WEDGE ANCHOR W! 2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE BASE <br />d EPDXY. MIN. EMBED <br />TO PT. PROVIDE DBL. T <br />SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />� ¢ 8", UNO <br />4 <br />PLATEASHER <br />PLATE <br />OXY 5-t12" EMBED. MIN. !pZ 16" OC <br />SLAB W/tOd MASONRY <br />t/c <br />o <br />Q 0 FOLLOW ALL MANF, <br />SIMPSON SPH4 OR SPH6MAX.ADDITIONAL <br />NAIL 16" STAGGERED. <br />= 0' SPECIFICATIONS FOR <br />0) I <br />BTM AND TOP PLATE <br />METAL <br />= 1 USEAND <br />ANCHORS W/ 10d x 1 112" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 114" X 2 1/4" <br />F- PREPARATION OF <br />O HOLE. <br />COMMON NAILS FILL ALLIn <br />REQUIRED WHEN NO <br />tq UPLIFT IS PRESENT. <br />TAPCONS <br />w <br />HOLES, DO NOT USE 10d <br />w <br />x 3"SEE SLAB SCHEDULE <br />w SEE SLAB SCHEDULE <br />a <br />F' <br />TOP OF BLAB , <br />TOP OF SLAB <br />4" CHAMFER (iSTORY) <br />+; • <br />6" CHAMFER (2-STORY) <br />a.�_ _-. <br />+�� .T,Ta <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />BOLLARD <br />5 <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:3/4"=r-0• <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />SCALE:3l4"=1'-0 <br />SCALE:3/4"=V-(r (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 />i <br />2x4 OR 216 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL WI SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />as <br />0 <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />16" 0/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />m <br />V i <br />CONNECTORS NOT <br />CL <br />REQUIRED WHEN <br />Q <br />8" CMU WALL <br />T. <br />UPLIFT IS PRESENT. <br />M ? <br />+- 0'-0" <br />POURED LINTEL CONT. (TYP.) <br />:+ 8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB.0'' <br />SEE SLAB SCHEDULE <br />�,^'''''�''� <br />.I / - - <br />2X WALL FRAMING <br />! SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- O.p• <br />i <br />i <br />- <br />♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />. n < <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° • CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />+ <br />� POURED MONOLITHICALLY WITH <br />°� * <br />• <br />- - 2- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />-s <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />10 <br />SCALE: 3/4"=1'-0" <br />1 1 SCALE: 3/4'=V-a' <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwAbdosigngroup.com <br />L AA B: 0003325 <br />6 <br />O <br />3 <br />aUBDZV. S. LOT <br />ABBOTT PARK <br />LOT #33 <br />BLK #9 <br />PROJMCT# <br />04181.000-33091 <br />MODELe <br />4EBB <br />"1828-CALM" <br />OARA011 OWWO: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />