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Home My WebLink AboutEngineer's Foundation letterKRM CONSULTANTS, INC.JoB# 2211-03 STANN RANCH REMODEL SHEET NO. DRAW\¡ BY SK5 OF S5'structurol engineering ond design P.O. BOX 4s72 PH: (gZO) 949-9391 VAIL, CO 81658 FAX: (970) 949-1577 KAF DA'fE DATE 02/06/23 CHECKED BY TDH 02/06/23 SCALE 1/4" : 1'-O DO 34167 a,4 A ,,4 CONTACT ENG. wrl ACTUAL GRADE ELEV. 4 g" 1'-9" g" Yll X 4 LOG ENDS (BEYOND) 2x6 STUDS @ 16" O.C. w/ þ" PLYWD. OR OSB SHEATHING AIJGN vl LOC ENDS (BEYoI{D) I-JOIST BLKG. PANELS @ 24,, IN FIRST JoIST SPACE w/ (s)-8d NAILS INTO EA. PANEL, TYP. 1lz"øx10" A.B.'s @ 24" o.c. lN CONT. TRTD. 2x6 L SEE PLAN A T.O. PLYWD. Y I-JOISTS PER PLAN STONE VENEER PER ARCH. RIM PER PLAN SEE PLAN T.O.W. CONT. L4x4ú/+ et/ 5¡s"ø x 6" EXP. ANCH.'s @ 16" O.C. f5 DWLS x @ 16" O.C. l-L fs's VERT. @ 16" O.C. fs's CONT. HORIZ. @ 16" O.C. (o)-4s's coNT. HoRtz. #4 TIES @ 16" O.C. SCALE: 7+"o" z. o Iþ 6" (z)-gs's coNT. HoRtz. TOP & BOT. SEE PLAN T.O.F. PERIMETER DRAIN PER SOIL ENG. 3+ I KRM 11-03 STANN RANCH REMCONSULTANTS, INC SK4 S3'structurol engineering ond desÌgn SHEET NO.OF DRAVIN BY KAF DATE DATE 02/14 3 P.O. BOX 4572 vAtL, co 8'1658 PH: (gZO) FAX: (970 949-9391 ) e4e-1577 CHECKED BY TDH 02/14/23 SCALE 1/4" : 1'-o &0r TACT CIES cïoN ll 1 -t l-l I- LJ h L \J Tl I tttlttlllt Itlt T t= t--{-_---l t- r- _-- -- #-- u- ,L I I II -l _t I I -l ^) ----lL---.-..-_..--¡ ----JL---L I _l ___l I I f- t- I CI \N (o LLI a C) L() .-C:.¡ IoV ô \CON\ LI REMOVE PORTION (E) Loc LL PER ARCH.WA t -l r** I I I I ---lI L__ I L -l *l O ll- ALIGN (N) STUD WALL WTH (E) LOG ENDS PER ARCH. (3)-2x1o's w/ (1)-2x6 TRIMMER & (1)-2x6 KING STUD EA. SIDE (N) (3)-7+ LVL oR (E) (2)-FULL COURSES OF LOG @ EXSTG. RAFÏER BRG. +N G}.+-I :r4\ ',Ll 1t l', Il¡ rô -it- I I L\ -F*_J J :-:1.-,- It- =lË I I l--f -L 'Sl I t_ aì \oü (o 31167 DO L :\ s)-2 0 FY ALLT.O.W &T.O.F. ASIREDDO34167(r) r.o.w. :/r\ rnr\Ll r.v.r -7BO9'*6/a.7805'- I) CRAWL SPACrt-rL,-_](E) BN/. PKT: 7BO9'-6V+= 7804'*BINDICATES HELICAL PIER,g"PER SK-2 (z LoC.)tI\ERIFY ALL DIM.'SPER ARCH., TYP.DWL. (N) coNC. WALLS TO (E)w / #s DWLS. x 24" EPoxtED 1INTO 7+"Øx4" HOLES @ 12" O.C. 5s¿ (2) DWLS. tN FTG., TYP. ¿T.O.W. : 7809'-6/+ (y.l.F.l bT.O.F. = 7804'-8 (V:LF.) ' *(N) CONC. FDTN. WALL(ruo{ Y/ Loc B{DsABOVE PER ARC|{.)(N) coNc. FTG.Ig"f(v,t.F. PER ARCH.)(r) sr[P T.0.F"(t) r.ow : 7BA5'*6t-_llrtl(r)ST[L--:3oIroItT.0T.O.WT.O.r.PFlrP(1rILSr)T.O.r:+I1g"-tL--lI(t) T.o.w. : TBog'-6/+(t) T.o.r. : 7Bo2'-0(r) coNC.FDTN. WALI(E) coNCr 1r.i tu-Lj+Iî-TTPSrN--rol!joINNt\D3oozaCt--Jz-lU)<ll a>:^FY -roR ;oX Ë@-¡, I:c¡ oHÈ ;Joj'oTr-o o>- r-X" r^GoSd oOvr(oo-(o+è(o(ott¿l,b Otq å\¡fzf)N(:,Ít7-tqP6(tc)ñc)IrrlC)xrrlIII,U''xC,JxTl-{I-+It'ou)oloNIN\Noloo) lo,\ÑNIN"1"oalgoñt KRM CONSULTANTS, INC P,O. Box 4572 Vail, Colorado 81658 (970) 949-9391 www, krmconsultants.com {.Ys{À}}.] R*¡:c.v\ 4F Z 2l{- ôl SHEET NO. CATCULATED In¡l DATE DAÏE ó oL ?-3 CHECKED SOALE JOB 11 eUtcoq- (teÊ-; ît¡o Loc,n-fi r:rùS, ub¡FÊ\¿f*'?rù 5crlo lt' t¡-¡onkrdl Le*9, f 6t¿eno {b ,r ñJ-r¿i-u*î rrf'J 02l1 76 0 â,1 t¿ a 6" CrpL. üAv.' .fðt\'F*lt¡J 4s tour þru =/tt _!4 tls 3/d' x,¿"x 4''e\ #Jrir;t'+")'To l\ççáAr'þ o -) { *J--{ Èt (t) g st ¡{su¿. icc" c-)I .\r ú J f, Lì\-7_LJ*,,-*ç "-' /at L:':/ I r* rq:.