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FOOTING SCHEDULE <br />2 <br />602.12 <br />15 <br />7.1505 <br />IB <br />8.10.18 <br />20 <br />9.20.20 <br />24 <br />10,24,24 <br />2 <br />{ EA. WAY <br />30 <br />12,50.30 <br />2 <br />4 EA. WAY <br />36 <br />12.36.36 <br />3 <br />4 EA. WAY <br />FOOTING NOTES <br />OOE MOR PADS TO DrW 18' II1DW GRACE <br />REMOVE ALL lam FOE6 BEFORE EADOIlLNC <br />Fo INDAnON NOTES' <br />cwPen ro s vu e.-z+ao rs • m oln <br />NaNraallo s+m to W Arn AMI> TAlro[ <br />w .mn dTO ro Ica a z® IY u•mnJ+IIED <br />yA <br />•. ovocn m1rn IT a srtn ro s <br />r arw4 • Ilarml Q rm1W¢ <br />I 1 , Q(M • Alm <br />A'iaC I?.1P MWpI R0.T5 • of UL <br />Au rows <br />HyD0,N5 <br />I11Y61P'l•11n pSl[ 6 64R P.Q Y41 BC <br />430• P.VY Ql[Rld rttlt,: t0 R 1!' <br />. RSO. 01.VL U.Y 0. <br />CSI = 4x8 a2 HF <br />CS2 = 4x8 y2 HF <br />4,4 P.T. POSTS, 4.6 P.T. <br />POSTS O BEAM CONNECTIONS <br />a <br />ANCHOR BOLT WASHERS <br />3"x3" SQUARE x 1 4 THICK <br />0 <br />NOTE: <br />SHEARWALL A.B.'s AND HOLDDOWNS <br />MUST BE INSTALLED PER <br />SW SCHEDULE. VERIFY LOCATIONS <br />NOTE: <br />PROVIDE SOLID BEARING <br />BOTH ENDS OF ALL BEARING <br />BEAMS k GIRDER TRUSSES <br />TO THE FOUNDATION. <br />'llI <br />II <br />.I <br />C YDNPREVENT6•r <br />--6•--3' ----6'--J' <br />—r�- <br />,n <br />UNDER FLOOR 1 <br />ITING IN ORAN. SPAJDES <br />I pWmmmBNM"I-"S <br />I <br />OI <br />3' <br />INSPECTION REQUIRED <br />; ( <br />III <br />l <br />o I PRIOR TO INSTALLATION OF ANY I <br />m <br />FLOOR SHEATHING OR DECKING l <br />I I <br />oeCl <br />I I I I <br />I <br />l 1 <br />P <br />Iyl <br />I <br />I <br />1P_1 <br />m <br />�_ ��I <br />IWI <br />LIJ L J <br />L J L J [it L, <br />l <br />I <br />�I <br />I <br />rI BL1 <br />• <br />fFI�µ TIWP•� <br />I <br />6-O 6-4'o <br />l-0' 4-0' 3 —! <br />h <br />I m <br />I I e;il <br />I I I � <br />J �-. I I V <br />I II I I <br />U�;�-"I_[FI�I:I <br />w <br />SLOPE TO BOORS <br />I I <br />I <br />I <br />ICI <br />-- <br />ILJ LJ LIJ <br />I'I <br />o <br />.P <br />I <br />� <br />��J <br />g <br />n <br />lei <br />=1 <br />iLJ LJ <br />i-O.I 4,_O,I�8 <br />LJ —' I•la- <br />' <br />l <br />l I <br />i l <br />I SUPPORT INSUL <br />® 24" O.C. MAX <br />I I COMPRESSION <br />� '• �: I <br />f <br />w <br />I <br />IL °• I•I <br />5.-B•JJ <br />L�J J <br />I <br />I <br />I <br />1 <br />. <br />L--------------J <br />F�_ F. �_ <br />�� CRAWL SPACE I <br />I <br />— — — — — — — — — — — — <br />— �-El <br />�14-F-' <br />L J L J L J <br />L J I MIN. CRAWL SPACE R317.1 <br />O <br />l <br />l <br />OWDE L P <br />mSEC, <br />R-30 NSL L IN AT SPACE <br />I <br />l <br />m <br />•w <br />l R401.2 -NSTION ew <br />CORNO1 <br />C /BEm comIECT/R502.2 <br />IM NgOSPACE 0 I <br />l <br />l <br />I WITHIN 3' RTC <br />ON ENOS <br />IIL---------------------- <br />o-----------------------•� <br />4' CONIC SLAB <br />P T. DECK JST <br />o <br />O <br />�2s6 <br />IV O.C. W/DBL RIM <br />(ADD MID PAD FRONT SPANS)�O <br />I <br />Fo>• <br />,J <br />SHEARWALL SCHEDULE <br />SW-1 15/32-• OSB W/ Bd O 6- D.C. EDGES <br />12" O.C. FIELD <br />SW-2 +5/32• OSB W/ 8d O 4' O.C. EDGES <br />12' O.C. FIELD <br />SYV_5 15/37. OSB W/ 10d O 6' OC. EDGES <br />12' 0 C FIELD <br />SW-6 15/32'• 058 W/ 10d O 4" O.C. EDGES <br />+2' O.C. FIELD <br />• N07C <br />3/B' OR 7A6' MAY BE USED OfUEU Of HP? IF SNOS ARE <br />16' OC OR 90NING A'RIED HO+FiMIAUY AND SIAOI <br />IF 1 3W Ib/IL PROWDE A WIN:MW CE A P NNW MUD 9LL <br />AND 3' NDMNN. MESBUI AT AIRDCAL SLAMS, UNDO OTIEI <br />WMAD. SIAM WAILING IN BOTH CAMS. ANCHOR BOLTS 10 <br />BE IP R .i NOW SLLS AB WA9165 10 8E 3V II11' UK <br />• SNI-2 A 6 FEOJX Y NNW WILD SLLj A If IR" <br />(MAY USE DEJ 2I (I) 2. P.L. (1) 2. PLATE) <br />i9 <br />20•-0' <br />L J <br />BETWEEN <br />SO TT CONCRETE 0 FIG <br />PAD WITH <br />BOTTOM O POS'16' O TTG <br />PAD Will OTHER A HE S B TYPICAL <br />UNTH <br />OR WHEN POURING THE SLAB TYPICAL <br />DIAcs: <br />ANCHOR BOLT INFORMATION <br />A-C 60•-5 9/16' <br />• CHECK SHEARWALL NOTES FOR CHANGES • • <br />A-E - 32'-9 5/8' <br />• PER I.R.C. R403A.6 <br />B-D - 45'-4 1/8' <br />•1/2- CIA A.B. PER DETAIL PAGE. <br />• EMBED MIN 7. NOT MORE THAN 6' APART, <br />T� <br />FOUNDATION PLAN SCALE' 1/4"=1'-O" <br />(i FOR 2-STORY, 'SEE ENGINEERING) <br />• (2) A.B. PER PIECE MIN. <br />• ONE BOLT LOCATED HOT MORE THAN 12' OR LESS <br />THAN (7) BOLT DIA•S FROM EACH END PIECE <br />R:_MOVE ALL WOOD FORMS PRIOR TO BACKFILLING <br />FARM CREEK DESIGN <br />AN� � HOLDOYMS, FRAMING 429 PINE CREEK ROAD <br />^" ANCHORS AND 9HEARWALLS <br />OF <br />• 3'.3'.1 �/4' PLATE WASHER EACH BOLT <br />NU9E BE INSPECTED BEFOPE COVERING TONA9(ET, WA 98655 <br />SRO_1A6-1oRp <br />- <br />