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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />++ <br />g <br />STEEL REINFORCING IN GROUTED <br />FOR <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />r[-' <br />•. <br />Q a. <br />CELL SEE PLAN SIZE AND <br />CI <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />' -' <br />GARAGE DOOR <br />�U <br />ul <br />WI <br />1 <br />" <br />RECESS <br />J <br />d <br />°s.:� � <br />_ FM <br />Z <br />8"CMU WALL <br />cc <br />O N <br />8" CMU WALL <br />.. CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W W B' <br />O — <br />Z <br />tO— <br />F-0'-0" <br />IN FOUNDATION WITH 30" LEG EACH <br />W = <br />o <br />.-p{r <br />-� WAY AT ALL CHANGES IN DIRECTIONS <br />• °I <br />co <br />TOP OF SLAB <br />M TOP OF SLAB <br />I ... SO THAT THE STEEL REINF, IS CONTINUOUS <br />(ram+ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. FOR SLAB S <br />Le <br />SEE SLAB SCHEDULE <br />BAR SIZE DIA. <br />4" CHAMFER (I -STORY) <br />V RI <br />^ SEE SLAB SCHEDULE TOP OF GARAGE <br />° ° • .ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />I;p. AT ELEV: <br />W/ i/2" ISOLATION ., <br />JOINT (WHERE # <br />8" CHAMFER (2STORY) #3 <br />#4 <br />EXT. PORCH SLAB <br />W/ 1/2"ISOLATION <br />4" CHAMFER (I -STORY) <br />ILi__ 6"CHAMFER (2-STORY) <br />a <br />���FFF <br />APPLICABLE) z - <br />SEE SCHEDULE <br />!42" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />_ <br />'. •T� EE SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#e <br />g <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />Y <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS pe. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />N <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />6QALE:y<=1'-0 <br />2 <br />@ GARAGE SCALE: <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3l4"=1'-0" <br />4 SCALE: 314"=1'•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. 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 />In CIL <br />I <br />jvr <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O S. SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE (r) BASE <br />a 5 EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 8", UNO <br />PLATE <br />EPDXY S1M" EMBEp. MIN. (� 18" OC <br />SLAB W/10d MASONRY <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX <br />NAIL 16" O/C STAGGERED. <br />i7 <br />atI SPECIFICATIONS FOR <br />V) <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />USE AND <br />ANCHORS W/ 10d x 1 112" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />I=- PREPARATION OF <br />O <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB WI(4)1/4" X 2 1/4" <br />HOLE. <br />w <br />N <br />HOLES, DO NOT USE 10d w <br />N UPLIFT IS PRESENT. <br />U1 <br />TAPCONS <br />Z <br />x 3" EE SLAB SCHEDULE <br />It SEE SLAB SCHEDULE <br />,� <br />TOP OF SLAB <br />TOPOF SLAB4" <br />CHAMFER (i-STORY)6" <br />CHAMFER (2STORY)"aEE <br />VQ. <br />SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />R WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING <br />BAR TO <br />D BAR QUANTITY <br />AND BAR QUANTITY <br />6CALE: 3l4"=,-0" <br />MONOLITHIC FOUNDATION <br />CURB FOUNDATION WOOD WALL <br />.-_-),INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />(_,,,_-\INTERIOR <br />V SCALE: 314"=1'-V' (NO UPLIFT) <br />SCALE: 3/4"=1-W <br />SCALE: 314"=V-V (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" OIC 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 />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q ^ <br />a <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />W <br />16" OIC STAGGERED. <br />ADDITIONAL METAL <br />O <br />a <br />CONNECTORS NOT <br />O <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />POURED LINTEL CONT. (TYP.) <br />' ;: <br />8" CMU FILLED CELL (TYP.) <br />TOP OF <br />SEE SLAB SCHEDULE <br />�I� <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />112" DIA. SIMPSON STB2 BOLTS 9' <br />.- 0'-0" <br />z <br />Z <br />— <br />m <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />- <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />° 'FAND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />0 <br />FOUNDATION AND SLAB <br />—sEDULE <br />SEE SCHEDULE <br />r <br />BAR SIZE <br />FOR WxD, BAR SIZE <br />BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />OTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE:3/4"-11..(NO UPLIFT) <br />SEO <br />SCALE: 3/4"=V-9' <br />11 SCALE: 3l4"=V-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdaalgngroup.com <br />AA #: 0003325 <br />i <br />1 <br />k <br />6 <br />�r <br />a <br />W) <br />0 <br />x <br />aysDiv a# LO <br />SILVERADO <br />LOT #45 <br />BLK #18 <br />PltOJSCT# <br />04128.002-45181 <br />MODEU <br />4EBB <br />"1828-CALI" <br />GARAGE 971MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />