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FOOTING SCHEDULE <br />MARK <br />RFINF PAR <br />12 <br />6.12.12 <br />15 <br />7.15.15 <br />18 <br />8.18,18 <br />20 <br />9,20.20 <br />24 <br />10.24.24 <br />2 4 EA, WAY <br />30 <br />12.30.30 <br />2 4 CA. WAY <br />36 <br />12.36.36 <br />3 4 EA. WAY <br />FOOTING NOTES <br />EXTERIOR PADS TO EXTEND 18' BROW WADE <br />REMOVE All WOOD FORMS BUM BAODIIURG <br />Ot N�:mw P. • m O.K <br />TO 9E .inl .-.1f mU <br />ON Lao m uMS m <br />�wv enn Tom: <br />a <br />W. .0 m <br />TaSu' <br />YM. <br />CS1 = 48 p2 HF <br />CS2 = 48 y2 HF <br />4.4 P.T. POSTS. 4.5 P.T. <br />POSTS O BEAM CONNECTIONS <br />ANCHOR BM T INFORMATION <br />••• CHECR. SHEARWALL NOTES FOR CHANGES •`• <br />• PER I.R.C. R403.1.6 <br />•1/2' CIA A.B. PER DETAIL PACE <br />• EMBED MIN 7'. NOT MORE THAN 6' APART. <br />(4' FOR 2-STORY. -SEE ENGINEERING) <br />• (2) A.B. PER PIECE MIN. <br />• ONE BOLT LOCATED NOT MORE THAN 12. OR LESS <br />THAN (7) BOLT DIA'S FROM EACH END PIECE <br />3%3'11 4' PLATE WASHER EACH BOLT <br />ANCHOR BOLT WASHERS <br />SOUARE x 1 4" THICK <br />4•-0' <br />-------------------------E---------H <br />r — ---------------------- <br />— — — <br />CRAWL SPACE , L — — — — <br />___ <br />. I r-6 <br />• V-6' -7- <br />V-7' 5'-7- <br />]'-I1' <br />4'-11' yy 44'-11' <br />' 2-6' <br />IB' MIN, MAX SPACE R317.1 I <br />//R-301N9 IN 47 SPACE — — <br />6 MIPOLY VAPOR BARRIER <br />I <br />I <br />OL <br />EA CONNECT/R:02-0 I .. <br />IIL <br />I SOLD B/R5E2 <br />To M:N AIR SPACE 0 BM ENDS <br />F-I_—Fi <br />_ <br />F�1�-1 <br />_ �' l_�1 <br />r-------- <br />I. <br />LIJ LIJ <br />LIJ <br />L� I Jo <br />LIJ <br />LIJ <br />, <br />0 STEEL BOLLARD <br />I I; <br />e? <br />I' <br />I <br />I 1 <br />IC,I <br />3 6 <br />II <br />I I <br />I <br />-1 <br />JU <br />_ 7 FITFI <br />�a7 <br />• 1-1 <br />�0 <br />�—i <br />- — - — - — - — - — <br />-- <br />LL <br />-JilI <br />J <br />ILLJ <br />Lj-h <br />`l• <br />IJL <br />ILJ <br />E <br />I ••F1LMD IAYC B <br />Ie <br />I� <br />{3 <br />I <br />I <br />ROPE TO DOORS <br />IF�� ��--;� <br />- <br />��YY—�� <br />I' <br />- <br />ILJ LJ <br />LJ <br />LJ LJ <br />LJ <br />LJ <br />I <br />UNDER <br />FLOOR <br />PROVIDE VENYLARDN PER <br />I SUPPORT INSUL <br />INSPECTION <br />REQUIRED <br />RC. R4 2 - INSTALL I <br />I <br />0 24" D.C. MAX <br />PRIOR TO INSTALLATION <br />ANY <br />CAE 6'.14- (UN) VENT <br />"THIN 3' Of EA COPSER <br />I <br />I HQ COMPRESSION <br />KING <br />FLOOR SHEATHING OR DECKING <br />I <br />I <br />L--------------------------J.I <br />I <br />L — — Ca1nNU0u5 FTGL TN1cK STAB O 11-0 — — J . <br />— — — — — — — — — 4 <br />— — — — — — —� <br />1'� <br />— — — — — — — —El <br />4' COLIC SLAB <br />STEP <br />PROVIDE SOLID CONCRETE CONNECTION <br />BETWEEN BOTTOM OF POST 0 TTG <br />PAD WITH C17HER A 6'.6' PUNTH <br />OR MEN POURING THE SLAB TYPICAL <br />12'-6' <br />II'_0• <br />II'-6' <br />'-6 <br />9'-3- <br />35 -O- <br />22._0. <br />57'-O' <br />FOUNDATION PLAN SCALE: 1 4"=V—O" <br />REMOVE ALL WOOD FORMS PRIOR TO BACKFILLING <br />PROV"ON SHALL BE MADE TO PREVENT (1,1 I ANCHORS ID AVRIC <br />WATER FROM COLLECTING IN CRAN1, SPACES MUS ANCHORS BEF SIIEARWA NG <br />A40 FTtgA IFAKINC ONTO BASEMENT FLOORS MUST BE INSPECTED BEFORE COVERING <br />NOTE: <br />PROVIDE SOLID BEARING 0 <br />BOTH ENDS OF ALL BEARING <br />BEAMS & GIRDER TRUSSES <br />TO THE FOUNDATION. <br />NOTE: <br />SHEARWALL A.B.'s AND HOLDDOWNS <br />MUST BE INSTALLED PER <br />SW SCHEDULE. VERIFY LOCATIONS <br />FAWN CREEK DESIGN <br />429 PINE CREEK ROAD <br />TONASKET. WA 98855 <br />509-486-1988 <br />DNGS- <br />A-D - 64'-4 15/I6' <br />B-f a 53'-101/4' <br />C-E = 34'-0 11/16' <br />C-F = 62'-7 13/16' <br />