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IEc i 5r-b U <br /> FTG,MN tS"�aElnW 6FApE <br /> (c_vt��� W30 INS. <br /> qd Tp IWF-1 lv"APIOvE-G.K1 <br /> 6t o� --- eu x.2" FTG. (T1Y)e a n 2r Sj CoMm,f AW �OISf (O SllL <br /> x 14 A, <br /> �? 6 PoSf TO SWOI .PoRtH 6OG <br /> CVT W,,vv ALC.ESS-_. I MIN 7"EWD <br /> 2"x I&*Vf 7- / INTo_SxtsT C6Nt 'PW-. t <br /> I I 16"0,6 <br /> IV,xW Acvess I I X,5j I 9 <br /> �1�`'rVraRT R S �18D.G 11bL <br /> 3 2"ilo''bF�2 t3EAM \ ✓� ExtsT 0,25"5EAM c i FT6 RHO 2 4 GoNT 3"cLR. <br /> NEW ".*8" Apt <br /> ON (,Px(,POST AND MIL\*V'qA <br /> ON 6^65 Posr A149 201"w ' FTC,.(TYf) <br /> 2ou7ox�; F16_ gF�KRt 9� <br /> 2°xto"Dt �-- FIRSPLA6e ROST FTC-, <br /> 16"oG I I 4p PERF.ETG— iii <br /> RAIN WAwn5ia cls y°�i T11E U� 1 O➢RAtN <br /> ,41� � I JotST HAta6ER IF -FXtST 4laRNncE GRAVEL TO 12" <br /> I <br /> I To eusr f'N'tor'T r(v) I I DRNs�1 <br /> If L J <br /> Foundation Detail <br /> Ut N teetNaiN <br /> 2" <br /> 3 LOCATh)k5 <br /> I <br /> 2A b EXT.INA L 1(0"06, <br /> i I— -- \wR)q INSULT <br /> DOOR 50CK VIAT - I I EAST G cow wAl-L z � <br /> To RennAIN. STOP BAR'W/I�l 3 lop <br /> 6"GONG WA�t ou I I Oj�x10"Q� 6'bG M1N,1°EMBED <br /> G'.M-:' FTG, I I EX15TIuG <br /> Foundation Plan <br /> T�oGMAT 1/4" = 1' - 0" �}''coNcSLAS ovv.a <br /> N I E>tlSY' Exlsr�,"colic w►� FTG REIN�r 2 �{ CONT 3uGLfR <br /> I To 66 RENOvsD <br /> TOTE LINE TD BRAIN <br /> >7oW� EPOS( -v DRPIN N WAS 121 <br /> EXIST FDN r OTlt�6 `D'KAEL 1�NTD <br /> I I <br /> (TV) <br /> &'COiNGyvALL bN I _ <br /> ES <br /> FF%(T(P) I JAFAG� hgOR <br /> LQCK OUT Foundations <br /> • 18"minimum,from grade to bottom of footing. <br /> • Undisturbed earth(no spanning fill). 520 H O tl1 Pr Place <br /> Rebar wired in place and lapped 15"minimum. <br /> Foundation bolts: 7"minimum concrete embedment(10"J bolt typical)- <br /> 77777277771 <br /> Spaced maximum of 6'0.C.,&within T of plate ends.Minimum of 2 bolts Residential Addition <br /> —— ——. — ————-- — ——— per piece.late <br /> Sill Loren&Karen Sand <br /> • <br /> p pressure treated,redwood,or cedar. <br /> y'0i �-t7 .Ill L -Z7N 2'�J • Crawl space access through foundation minimum 16"x24". <br /> • Under-floor crawl space ventilation,minimum net area of ventilation August 21, 2012 Page 3 of 6 <br /> openings should be evenly space and provided for cross ventilation and <br /> one vent shall be located within 3 feet of each corner. <br />