Laserfiche WebLink
— A — - B — C � <br /> FRMG <br /> PER <br /> PLAN <br /> BACKFILL <br /> HORIZ 'x <br /> VERT <br /> 2"COVER SCHEDULE C(35200050)(5,C=8) <br /> @ VERT& f ACTIVE PRESSURE: 35psf/ft <br /> ALLOWABLE FOUNDATION PRESSURE: 2000psf <br /> WALL H PASSIVE PRESSURE: 350psf/ft <br /> DOWEL <br /> • COEFFICIENT OF FRICTION: 0.25 <br /> DOWEL w/ SURCHARGE: 50psf <br /> STD HOOK w NOTE: SLAB RESISTS SLIDING. DO NOT BACKFILL UNTIL SLAB HAS CURED, <br /> • DIMENSIONS REINFORCEMENT <br /> w <br /> H A B I C I D 1EXTENSION CONT DOWEL VERT HORIZ <br /> SLAB PER PLAN <br /> 8'-0" 36" 8" 1 8" 1 10" 1 32" #4 @ 10" #5 @ 8" #5 @ 16" #4 @ 10" <br /> CONCRETE: MIN 2500 psi(5 SACK w/6 GAL WATER MAX IN ABSENCE OF TESTED MIX DESIGN) <br /> FOOTING STEEL:GRADE 60 FOR#5&LARGER-GRADE 40 FOR#4&SMALLER-U.N.O. <br /> D COVER: 3"FOR CONCRETE CAST AGAINST SOIL 2"FOR ALL OTHER LOCATIONS-U.N.O. <br /> (i)DOWEL&VERT REINFORCEMENT- MAY BE ONE SINGLE PIECE PROVIDED THAT THE <br /> —� 3"COVER SIZE AND SPACING OF THE DOWEL IS USED <br /> CONT <br /> EXTEND EVERY OTHER �I <br /> DOWEL TO TOE BRG SOIL l <br /> DRAINAGE PER BUILDING CODE SECTION 1807.4.2,OR <br /> RESIDENTIAL CODE SECTION R405.1,AS APPLICABLE <br /> rFrWC FOUNDATION WALL - CANTILEVER <br /> N.T.S. <br />