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R•21 WALL I145UL w/ <br />VAPOR BARRIER <br />2xb PT SILL PLATE w/ 5/ <br />-A <br />. PER PLAN i' MIN <br />EMBED w/ 3'.3'.I/4' BO <br />WASHERS MIN 2 EA PC 4 <br />w/D1 O' EA END T Tx BOLT <br />DIA MIN FROM ENDS <br />L'1---- <br />VENT IASO PER IRC 408J <br />REBAR ABOVE VENTS <br />2.6 STUD WALL <br />O' GWB <br />74G PLTWOOD <br />157 FLOOR JOISTS <br />DECK <br />R-30 UNDERFLOOR NSUL. <br />6 MIL BLACK VAFN"R SA1RR <br />-4 4 IS' oc. HORIL <br />I TOP 4 1 BOT OF WALL <br />44 • 48' oc VERT <br />(2) -4 CONT. <br />TYPICAL HOUSE FOOTING <br />SCANS 1*.2 M <br />SPREAD FOOTING SCHEDULE <br />MAW <br />DIMEN51CN5 <br />REINFORCEMENT <br />Fib <br />I.-b. . I' -6' . p' DP <br />-- <br />F20 <br />2'-0' . 2'-0' x 12' DP <br />(2) A4 EW <br />P25 <br />2'-6' . 2'-b' x 12' OP <br />(3) L EW <br />F32 <br />3'-0' . 3'-0' . 12' OP <br />(3) 44 EW <br />BLOCK BETWEEN <br />A35 • 12'oc BLC <br />TO <br />314. 9UBFLOOR BLOCK <br />PANEL EWE5 <br />IOD • 2'ac BCUINDART <br />3'oc PANEL EDGES <br />12'oc FIELD <br />M. <br />7'-6' <br />6X6 72 I/92L <br />2 2 ---- <br />ST11Di4 7 6' <br />$TNDI4 <br />HOUSE WALL <br />FLEXIBLE FLASHING CC <br />'TiDFF-FLEX' <br />UTATERPROOF <br />3/4' APA <br />U <br />2'.2' GALV METAL <br />FLASHING CONT. <br />FLOOR JOISTS <br />CONTINUOUS / / J [] <br />SOFFIT VENT 1 J/// <br />7X10 T 1F7 DECK JOISTS • 16'x. TO 7% BLK?G STEEL BEAM PER PLAN <br />2' DIAMETER VENT HOLE EACH JOIST TB1A605 SCREWS <br />• 6' FROM INTERIOR END TO UEB 12'o STG'D <br />/4) 100 NAILS 12'0 <br />STG'D <br />SLOPE M LOWER DECK CONNECTION <br />BTRI._TURE SG_E: 1'-2 F7 <br />REF! Dn 3/92 <br />60'- <br />32'-6' <br />I <br />6X6 DF7 7-PLC9 <br />CCO5.6/ABUbb � <br />SEPARATION. 1/2• COS WALLS, i2 <br />(L �PI6 <br />LA <br />TQ NAILER <br />� <br />4- CON: SLAB V/ <br />6.6 V14.V.1.4 V.VN <br />vJ <br />J <br />I <br />OVER a- SANS OVER <br />m <br />6 NIL BARRI <br />ER VAPOR <br />OVER 4' O <br />rl <br />57 <br />TREE DRAINING ROCK <br />1 <br />I <br />6*4 <br />50LID BLK'G OVER POSTS <br />3/4' TAG 058 FLFG - FASTEN <br />• B' cc. EDGES, 12' 0c NT <br />w/ IOd DEF %#Y NAILS <br />JOISTS PER PLAN <br />R-30 N5UL - EA CAVITY BEAM <br />SEE FOUNDATION RAN <br />z <br />POST CAP OR CLEATS <br />Nt�UNDIST <br />4'.4' POST P.T. OR OVER 50' RC <br />/L"/ <br />P05 CONN OR W-U-50N P13" <br />6 MIL BLK POLY VAPOR BARRII <br />(2) .4 REBAR N C.CNTIN FTG <br />5OIL - MIN 2000 P°5F BR <br />OR 20•.20' SO PIE <br />OR 24' OIA S�10 PIERS <br />CENTER BEAM <br />DETAIL. <br />SCALE. It2 M <br />20' — -- <br />4B <br />I I I Izo <br />I I I I W <br />\NDUS/905/BX74 <br />6X6 DF2 <br />5 <br />I <br />----- <br />I <br />LL <br />I <br />1-- <br />— <br />— — — — — — -- — —— <br />F <br />I ACCESS-IRC20D9-a08. <br />PER IRO R32 COLT <br />I <br />I B.24 CLEAR pPNG-FUR <br />I V/IN ]6'6'FROM CORNcRi <br />RS <br />CORNERS <br />116.N <br />CLEAR-SICCVeLL <br />a <br />$O-FT NIN USING B <br />2.Pf HAILERS /SIDES <br />� <br />MIN Tdb SiD CONN'L VENTS <br />R40630- <br />O <br />6- ILUBLACKRPpLYCTNRLCNE GROUND COVER <br />I <br />LeP SIQCTT I2' 6 LAY AVER FppiINGS <br />I <br />I <br />� <br />I <br />]d�SOUARE .AI N4'R TNx <br />o <br />16 <br />a <br />I <br />I_ <br />I <br />I <br />O 5/8' DIA, ANCHOR BOLT SPACING (IN) <br />I o <br />5 <br />I <br />C+ <br />F <br />� <br />92 <br />'$ <br />o <br />OrUNDE <br />POST' NF42 BEAM OVER 4'.4• DE <br />I <br />I <br />POSTS (4.6 UNDER SPLICES) EVER <br />I <br />I <br />o <br />NATL OVER 16' VIDE <br />92p RCEEP <br />I <br />� <br />CECP @!L FOOTING <br />C <br />I —I <br />4' — <br />---1— <br />U-L <br />Z�12Bp624 <br />J <br />I <br />4X4 F2L <br />I\ I <br />2'-9 1/2, <br />OPTIONAL -<jyP) a I III 1-9 1/2' "I. J I I 6g I N <br />R5 L--J I� <br />I I ° AE11146 I I\ I m I 116 ^ I n <br />ti I' <br />-IN I A— 9'-3' ROUGH -IN I I I m I 17' I <br />F3)Zr I XB OF I -3 l/2' CANT J015T5 <br />T: CN T- 3 = T E r t7 Y a T =94 LS 0 L AY — — — — — — — — — — — — -- — — — — — — — — — <br />Y]OR+ <br />2/52 TO 14DR <br />-2a' <br />n <br />� 4B <br />r <br />'2ID1 <br />—9•— <br />KB DF2 <br />ABU" <br />