Laserfiche WebLink
STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />? SPACING REQUIREMENTS <br />MIN. 10" EAD W/+1" NOSE <br />Qa <br />❑ 8" CMU WALL <br />PAVERS <br />#4 REBAR (TYP.) <br />m w <br />- 0'-0" h <br />- 0 -0 h <br />m W <br />TOP OF SLAB <br />o' <br />-- '• TOPS <br />K SEES LAB SCHEDULE <br />o < <br />Q <br />Z 1/2" RADIUS OR <br />g w a,: CHAMFER <br />a <br />° <br />w p\ <br />° <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />w Z 3 w <br />° <br />AND BAR QUANTITY <br />LA— <br />° O ¢ <br />• ° ra <°a <br />• <br />m O <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />(-,--�EXTERIOR STAIR DETAIL <br />r-,--�INTERIOR CURB FOUNDATION CMU WALL <br />1 <br />`� <br />AT ALL PAVER AREAS SCALE: 12"=1'-0' <br />SCALE: 12"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />CELL SEE PLAN FOR SIZE AND <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE 1/7W" WEDGE ANCHOR W/ 2" <br />a a <br />WASHER SET IN HIGH STRENGTH <br />Q 8" CMU WALL41r <br />EPDXY 5-12" EMBED. MIN. (j 18' <br />< <br />m w <br />U <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />BTM AND TOP PLATE <br />v <br />ANCHORS W/ tOd x 7 72" <br />a SEE SLAB SCHEDULE <br />N <br />COMMON NAILS FILL ALL <br />O <br />HOLES, DO NOT USE 10d <br />+- 0'-0" 1 -- <br />x 3" SEE SLAB SCHEDULE <br />TOP OF SLAB <br />° a <br />0' 0" <br />TOP OF SLAB <br />° <br />EE SCHEDULE <br />° • ! <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />' SEE SCHEDULE <br />FOR BAR SIZE <br />AND BAR QUANTITY <br />BAR <br />INTERIOR FOUNDATION CMU WALL5K <br />4 <br />INTERIOR FOUNDATION WOOD WALL <br />5 <br />SCALE: 3/4"=1'-0" (W� UPLIFT) <br />A RCN IT EC TS6 <br />DesiLn <br />Grou L <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 4077746078 <br />FAX: 407-7744078 <br />www.abda ipgroupaom <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 81"86-2802 <br />SxmDIV. & IAT: <br />SILVERADO <br />LOT #8 <br />BLK 110 <br />PROJECT# <br />03719.001-08101 <br />MODEL• <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP <br />