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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />Z <br />Q ^ <br />{I <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />'v <br />g0 <br />CELL SEE PLAN FOR SIZE AND <br />p a <br />SPACING REQUIREMENTS <br />- P•• <br />s <br />SPACING REQUIREMENTS <br />�: <br />GARAGE DOOR <br />w <br />m U <br />W <br />�..—..,•, <br />es j. '. <br />I <br />RECESS <br />J <br />of a <br />K <br />< <br />__1. <br />FM <br />CL Z <br />8" CMU WALL <br />O N <br />, 8" CMU WALL <br />II I CORNER BARS, SAME SIZE AS BAR <br />W Lu g' <br />O is <br />gi <br />Z <br />— <br />; .% IN FOUNDATION WITH 30" LEG EACH <br />"`1III <br />w U <br />O <br />M <br />+- 0'-0" <br />+• V-0" <br />d. WAY AT ALL CHANGES IN DIRECTIONS <br />y <br />TOP OF SLAB <br />. S <br />. SO THAT THE STEEL REINF. <br />.• <br />- VARI S <br />MATCH AMOUNT OF CONTINUUOUSUS BA <br />BARBS <br />>I E <br />CURB FOR <br />MASONRY <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />" <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />" d. I .. ,ILL CONTINUOUS STEEL MONOLITHIC <br />UNITS SET <br />'" Ito. <br />EXT. PORCH SLAB4" <br />CHAMFER (1 STORY) <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />-' <br />AT ELEV: <br />WI 1/2"ISOLATION6" <br />(WHERE <br />VAOND <br />CHAMFER (2STORY) #3 18" <br />!f4 24" <br />EXT. PORCH SLAB <br />W/ 1/2"ISOLATIONJOINT <br />4" CHAMFER (iSTORY) <br />It6"CHAMFER (2STORY) <br />!APPLICABLE) <br />0'-0" <br />ZE <br />SCHEDULE #5 3C' <br />JOIM (WHERE <br />TIC EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />APPLICFOR <br />WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />N <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 />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />@GARAGE SCALE: 3/4"=IW' <br />4 <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48" --�� <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFYHEIGHT EI GHT <br />VERIFY <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP <br />2x4 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 SECURE ST. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />& SECURED W/ 2-PART <br />SPACING, SINGLE BTM. PLATE <br />M"XgrWEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />a I EPDXY. MIN, EMBED <br />TO BE PT. PROVIDE DBL. TOP WASH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />=4 <br />8", UNO <br />cl FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-12" EMBED. MIN. !� 16" OC <br />SLAB W/10d MASONRY <br />NAIL 15' O/C STAGGERED. <br />� <br />K SPECIFICATIONS FOR <br />Vi <br />SIMPSON SPH4 LA SPH6 <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= USE AND <br />I <br />ANCHORS WI 10d X 1 12` <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 2 111V <br />PREPARATION OF <br />CO `� HOLE. <br />COMMON NAILS FILL All 0) <br />REQUIRED WHEN NO <br />/n UPLIFT IS PRESENT. <br />TAPCONB <br />Z o! <br />HOLES, DO NOT USE 10d w <br />w <br />x3" SEE SLAB SCHEDULE <br />E SLAB SCHEDULE <br />¢ <br />SLAB y <br />TOP OF SLAS4` <br />CHAMFER (1STORY) <br />8" CHAMFER (2-STORY)a.�-EQ. <br />VEQEE <br />EQ. EE SCHEDULE <br />SCHEDULE <br />FOR WxD, BAR SIZE <br />WxD, BAR SIZE <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />SCALE:34"=r-0 (NO UPLIFT) <br />SCALE:3/4"=1'-0 <br />SCALE:3/4"=1'-0" (WI UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ tEd COMMON <br />STEEL REINFORCING 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 />TS <br />SPACING REQUIREMENTS <br />Z <br />2X4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O <br />BTM. PLATE TO BE PT, <br />PROVIDE DBL. TOP PLATE <br />SLAB W/1 Od MASONRY NAIL <br />¢ <br />m w <br />1 E' O/C STAGGERED. <br />ADDITIONAL METAL <br />(� <br />v y <br />CONNECTORS NOT <br />8"CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLABSEE <br />WALL FRAMING <br />SLAB SCHEDULE <br />2X <br />IGROUTED <br />EE SLAB SCHEDULE <br />12"DIA. SIMPSON STB2 BOLTS 5' <br />+- 0'0 <br />Z <br />MINIMUM EMBEDMENT INTO <br />TOPOF SLAB <br />ATED' COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />ERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />A_. <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />�tS7 <br />R WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />D BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />OTING AND COL. PADL <br />1 BLOCK WALL CONNECTION <br />9 3/4"=1'-0" (NO UPLIFT) <br />SEP <br />SCALE: 3/4'=1'-0" <br />L 1 SCALE: 3/4"=1'A" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngfoup.com <br />L AA k: 0003325 <br />a <br />i} <br />J <br />•1 <br />Y{ <br />OU13Div & LOT: <br />SILVERADO <br />LOT #12 <br />BLK #19 <br />PRCJMCT# <br />04128.002-12191 <br />MODELd <br />4EAB <br />"1672-ARIA" <br />GARAGE OWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150/WH E B <br />