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CRAWLSPA <br />VENT PER ARCH' <br />SEE 20IS07 T` <br />VLSPACE <br />ACCESS <br />R ARCH'L <br />TYP LIND <br />ALL FRAMING OR HARDWARE <br />NOT SHOWN OR SPECIFIED <br />TO REMAIN UNCHANGED <br />i I _ <br /><I sm I J <br />SLAB -ON -GRADE <br />PER S02 pp ___ ____ _ <br />PORCH FNDN WALLS <br />BELOW PORCH SLAB <br />(SEE S02) <br />EXTENDED FRONT PORCH OPTION - ELEV. 'A' <br />,-� T. Le <br />k�T <br />co <br />f' <br />W Lu <br />LJ J <br />z Lu <br />J < <br />Q <br />z <br />OZ <br />O <br />z Q <br />z> <br />LuLu <br />w <br />J Q i <br />zLLJ <br />or� <br />QLU <br />1 <br />Lu <br />FLOOR FRAMING PLAN NOTES: <br />1. Floor Sheathing shall be'/.' thick &G (—'� Panel Span �finq 4B/29j. 3`heathing to all Framing Members and lacking balow <br />J <br />O ^ <br />LL <br />with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing to Framing with 0.131• El x Vi Nails or Simpson WSV <br />Q <br />#9,2v screws as follows <br />f <br />Framing, Edges 6'•oc <br />Framin Field <br />70"oc <br />1 <br />Boundaries, Blocking, Struts <br />6"oc <br />LL <br />Sea Drawings for other Sheathinq Nailing requirements. <br />Z <br />Z <br />2. Floor Framing shall be as-ndicated oa plan. Refer to General SI uch-1 Notes for other requ rements <br />O <br />3. See 10/SOfi for Simpson to USP hardware conversion tablt. <br />I- <br />CQ NQ <br />G LL <br />0 <br />U— <br />LEGEND <br />� <br />XX <br />SX.X DETAIL CALL -OUT <br />P -X SHEAR WALL BELOW PER SCHEDULE OF VS06 <br />SILL PLATE BELOW <br />Fa- <br />i <br />[ _ _ _ ] BEARING OR SHEAR WALL ABOVE <br />m <br />N <br />F <br />FOUNDATION WALL BELOW <br />W <br />RAISED FOUNDATION WALL <br />a <br />(F) FLUSH FRAMED (BOTTOM FLUSH WI BOTTOM OF FRAMINGI <br />Q <br />O <br />N <br />o <br />�] POST BELOW <br />w <br />PT, LID. BLOCK THRU FLOOR FOR POST ABOVE <br />0 1 2 4 8 <br />S03A(M) <br />16 <br />