HomeMy WebLinkAboutPlans.pdfOpel] Space Fnund Yellow Plastic Cap Marked LS 15710 '\ \ \ \ Lot 7 LINE TABLE \ \ \ \ \ \ \ \ \ LINE LENGTH BEARING L7 73.75 N60' I8 '02 "E CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD
CI 125.74 54.85 27.87 54.42 GRAPHIC SCALE ( IN FEET ) 1 inch -10 It. Notic": According to Colorodo Low, you must commence Clny legal ccf,"on bosed upon any defect in this survey within
three years after you firs ! discover such defect. In no event , -•• --" :,." J>..,.-:"V'{ IInon anv defecl BEARING S72' 15'17''W 6 \ \ ' \ \\ \ -' "'. \ c. ~A DELTA 24 '59 'J9" -" I
• ~_n-n La 8 Found Yellow Plastic Cop Marked LS 75770 I 1.-D \ -' \"'. \ \ \ \ ') ////Lot 8, .----------Section 34, T. 5 S., R. 90 w., of the 6th P.M . e-/0 '-'";> Found Yellow Plastic
Cop Marked LS 15710 ~ Garfield County, 10 ' c::-~ ~ T~P~)( ISf c OeJi..S 1:: SCALE: 1 "= 1 0 ' f f:.PN "f) is A c.t A H 1:> C. f:' I" I /I/. c; . S'i Trp£,x gO;H ~ IPES Notes: Colorado
S"ee. plltYl AI!~W1f#h 4-.8udtl;H'I ,t?~t.(II'~m~;t.h -~/ec/x.lu/~I, 1'1 "'P1'~bt/,.,//$ j2!fture4 4?-/J,-_~ /H~C-;'trM • , e/t!clxH-r/~n4 4;P;P~""1 /.J ~u/.IUI';;;' Crn~M//1?¥""c.JP}?
/g~ 15 !/--t---;t Property Description: Lot 8, Riverbend P.U.D., according to the Plat filed on 09 December 1997, as Reception No. 517750, Book 1045. Poge 556 in the Garfield County
Clerk and Recorders Office. //\ /\ /\ /\ /\ /\ \ ~ I /\ /\ /\ ~ \ --------\ v\.-..\ ' ------------\ //\ \ /' \ /' -V/Found Yellow Plostic Cop Marked LS 15770 --' /• , , , • • • • ,~
: .:.. ' BOa. t • " 'd' ',RiveI('. . d •• , '. '. ".. .' • .. ~ -, . • . •. , . . • , , I \ C; Lot , I( I ~ PEe.. 52./,-( • II I I( 5"2. fJ -IS-e vo (D Lot 8 may be divided into separate
interests after the approval of on amended plat by the Board of County Commissioners that legally describes the separate interests to be created. Legend Found Monuments Sewer Manhole
Bl leclric Meter rn Telephone-e deslal ~C S t? t 'Z '1 r:'r<:; t.o.A$OO Water Shut Off t..E M 0/../"& "-APPLIE'D -"'0 NAIII/C AI" c5 £.,A(./ELI~ B6C) I bS! :=' 22, 4 -J.~-~ (!);:'" P,G;
I I( L II 75"0 I bf..p.. ~ l-S';<.2.s Surveyor's Certificate: APPROVED S1JJIJtcr 10 NOTED EXCEPTIONS AIJIISPECI10NS GARFIELD COUNTY BUll..D~EP~. illite 'I' :-' ~;f£.~~~-;;"<:: LDCOPY
NO INSPECTION WITHOUT TIIESE PLANS ON SITE pilI" o( <; -/?tue lure.-Gttv-ey.fed fo --,:.:::-.-,-: -:.,~.-:-.-:-:---;.;--------:---L~ lex-per 2cn/OVl ~ JZe'l'5, I, Stephen L. Ehlers,
being a Registered Land Surveyor in the Stote of Colorado, do hereby certify that this Site Survey Plat, completed on November " 2007, truly and correctly r, . s the results of a survey
made by me and under my direct respons: . 0 !l.9iI, ' vision, and checking, , ~ .. "tiH:~.;;!~ \~ ~ :.:1 ~,.:. '0 ~ ' ::; ~ " • • . ' , . . . , . .< , . . < . ·•· .. , .., , .. . ..
. •. • • • , , .,, ' . . , • • ., " .. • • •• . . d ' .' . . 201 . _~ ___ ~ '. , ____ \3J~:~i.A.'-:',.. :::~c<-7 ____ _ Sfephe L. Eh/e'-:~;~~4rJ:/oQ.t. ' . _2.Q, ;I~· r.;I ' Date , .....
'4£ !.AII\).,.'/~~f$~ ' SCHMUESER GORDON MEYER REVISION DATE BY Job No. 2007-500.001 1 1 8 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-1004 FAX (970) 945-5948
t,""'FN . COLORADO (970) 925-6727 Lot 8 Riverbend P. U.D. NUMBER Site Survey Drawn by: jmp Dote: Approved: OF File: Lot8Riverbendec. dw I co N co N . ~ ~ .;, uJ a:: ...J CD
en = CD '" u , " , \ , . , , , , , " • , , , " , , . , , ." , , r . ' •• , ". , • VICINITY MAP ~, Ho&« ACC{lrdtrw I" C41tnTid4 lmu. you ~I c~ anp 1;#tfI ac/Wn Ixs#d t,qItm atJIf "~!t
in ,,~U' SU1"WJI WfIAm IIIrw ~ ~ JIt1U flrsl discOV#r sue,", ~ct hi no ftI#nJ mav. any I~ lUllian Ixuttd "9'¢n GftJ' ditftcJ 11'1 Ilu.,5 surtI#Y 6. ct:nnmincftJ ,dJbrY IAcrn f~ .,.an
~m /.t. d4N ttI~. CIrl1IfetsNDn. sAbtUII '-• ......o It , ' . , TO SCALE \ . , r" , , , , , LOr 5 ' ' (TWO UNITS) • 17885 SO Ft. ' 0.411 ACRES • ~, , " , ,, . ' .' 15' UnUTY .• , '~,
, , , ; • " ., , ., CLERK AN~ REJOCR'S ~ERTIRCAT£. , '. C, I " , ThiS ~~at was fi(eJ lor' record ;" the ~ffJce 01 th; '~/erk' and Recorder 0; ~ . > . , Got[Jeld County. ColoradOj' 01
~:..-=-o'clock ~M, . this ..! ,day O'--_-"",,L...u,,;', , , ;"~ 19 __ --. In 800k L ___ !..._, at Page "":.!-4J ___ , R~c~pflon No _________ ' ~ ~ 1, " I -----------~--...... --------------",
"", Clerk &-Recorder " " I, 8y:_....!. ___________ >L... ____ ..!!..-J ' Deputy I COUNT( SURVEY~'S CERTIReATr: ' r ~ • I ARproved for Content and Form only and not the accuracy of. drafting
Pursu nt to ' eRS, 1973. 38-51-101 £T.SEO of surveys. cdlculalions _________ ._.....o..-_-l.. ________ -'-_________________ , . \ " County Surveyor .. , , . ~. . , , , , I " , I, _______
jo----____________________ , an attorney "ce(ls~d It:> practice in the State of Colorado. do hereby certify Ihot all dedications to the publiC as descnbed on tIllS Final Plot are free
and clear of any liens. clOims or encumbronces except , " , , IS In slJbstontlol compliance /,, " r and further that lhis subdiVISiOn wdh Ihe Garfield County ' SubdiVISion "Regulations
; of" 1984 . ) LmwD REeAR ~ CAP ' _______. .,.':. ___~ _______,_ __ _'_ _ _ ' _____, _ ______ -'L._-'--':-~ Dofe 'LS I 16842 " I, , • , , ,., . , 1')' ' , , ... \ j~.~. r' ~ ~ . , .
" , , PLATNQrrS ' , ~ " ., ) " , ) • ... • f I} Lois 5 thru 9 ay be dIVided mto separate mterests after the approval of an ofnMded plot by the Board , of C;ounly S~mmlssloners ' thai
legolly , describes the sepora,te iJjterests to ' be creoted , ' t r I '( • ~"", , '. • . ' .,t . ~ , , , , .' ., ' .' ; , , . • ,. '" " i-" 5 '; " r , , , ' , ~ , , , . •• ,, . ,."
. , • '. 1-~ .. l ~.. ~~.1 I ..' ~ ,r... • ' , ~ KNOW ALL MEN BY THESE PRESENTS tnot RB WAtFf?, (4ND SEWER' CdMPANY, a ,ColorodtJ ' COrporotlon, bemg sole owner In fee, simple ol'oll
thai rial prop'!!rly described ClS. " ~ ~ • ,. +.oJ" t ' 1~ : A parcel of lond ' sliuoted' in the NEf/4SWIj.i (Inti fI1~ NWI/'45E1/4 of Sectlo';' '.i4. township 5 South. Range 90 West
of the SlXIh Prmcipal M,!rldlorl in the County of Garfield,' < State of Colorado Said 'parcel lying ' /J:orlh/vesten'y of the n'oHhweslerly t' ,', nght;; way ftne for County Rood No
'.135 as COf/str.v.ctt!d pna~ m plact!' ana ,\ easterly of a fen{lI os constructed, dnd m place • Sd/d potcel being more :; porticuldJ1y described as follows ~ l oil.'. ~ '. ~ ".'..
t 'I , ,-' 'o' ;.I.. -'\""\ ' .. ,'~ ' ' ~ r.~Y' 1 10.' .1: 1 .. ' fe lr .1 11 -' Comm"(lcmg at 'tJ ,pomt on the ~not;tnwesterly rlghf 0; Way of County ' Rooa No 335', . frofn which
the $outheast Comer', t)f, said Se(Jtlon 3~ 11 roCK found l}f .p!dce b,}ars j: 'S 02'02'56" £. 'jj57.S[} feel dlslahl, tnendOeov/1'/s/]id' rlght vt Way N' '2.4·09·39~ ., ,. 7# 41. ,feet
alflit,!. sold fence; , tlrlince"eovi;'f} l sdid.'fefJ~~ rN,; 24'09'JfJ" ,'W' 173'25 ' .' _ \'" feet It> it 'PQmt, In tfie -Colaroda fMer; : thenCe ' N. ' 77'5.)-05,: £'. "(;89 $5, ;eel
, alling, ; SOld d ller: thence (leaving said'river.. $. j "36'21:"29" "£" (30 23 f~~t 10 a, point , b~ i , • SOld rJijh/of way.' (hence S 5.>10'00 W. 655.91, fe91 to the POl/;t of begmnlng
,.'j ~ . J /" ~ .. ... ~ .. 1.' • ~ Satd .p(vcel con/pms "462,310 square feJt or 10.61J ' 0t;res. more or less ' -\~ !-. .. ' \ ~ .... ,. 1 1i1.... I <I' , , ~ , ~ r I • ~ i. Scud parce/''conlpins
10613 acres morJ or I~:ss. 'hos .. b! these preSents Idld out. platted., and subdMded the same' info lots as shown hereon dnd r1l!signoM the some as Rillerbend. Filing 15 In ' the ,County
,of GdrlJe/d.", 510te of G%ratio. .. " ... Ii .. 'I , • That SOIa, owner does hereby l'Ietikote and street~ and roods 0$ shown 'on Ihe occomponymg plOt to hereby ,,;.-' dedicate to ,
the PlJblic UtJlJtles theise 'are , ~ , labeled as ub/JIy easements tln Me the ' instal/allon and rnolntenbm:e I1f ~~~f~~;~~W~~;;~!.'t{;.~;'~;.o~~t1r~~i I~~u~;& ~~~t~o;, ~7~t;,:rI~~·~;:;~~Canld'·'.bn
.ISIi ~f~1lr.~~1~~~~;~f,8t[f~~ " ~, e9.r ess. ; for -il!slallatlon and 11,~~~~;g~;ic;;~lt~.~r~ .. sholl-lJe, lJ!JIized t;, a if; m"n"e.; •, , . 1 , , ' , , ~ ~ .. ~, IN WITNESS WHERmr
SOld olt·t\el".,''/J.as· ca'iJsi~{l ',~is · p~lm.r "" . ~'~ ---,day of 7--~----'--'-·"''-'-''-7~-'.,'"-'-:'c,7,~i CountY of Ga, tt,eld, , , h , , th'8 loregdmg dedication 0'-__, __ '
, AD, , ,~ " . Sewer'. C~mpany .'1 " ,, My comm/SslOn expires. " I " C' , , , I .~ • ~. , '' is r '. r \ ' -, • , , , ,• 2) A site specifiC permd application r'neasures ~ • . , ' foundatIOn
deSign for each structure sholl be mcluded wilh ' O(lY building and thot ' each bIJ17dmg deSign wlfl mclude anil-radon gas accumulation I , ", , , , , J/No open hedrt~ s01ld~fuel burning
fireplacl1s Hlill be allowed "'lIhin RlVerbend, Filmg No s: All dwelling Units 171 be allowed on unrestncted number of. natural gos-burnmg ftreplaces or appliances AI dwellmg ,units
Will be allowed no more than one new -woodbumrng stove as defmed by CRrS 25-7-.401. et sea" anli ihe regulation promulgaled therelJnder. . e ~ , , I . , , '1-) Easements :1 5 1 feet
In Width Sholl be reserved on , eocl} .side of all skie lot lines and ' 1.5 feet on 011 ("ront 1I:}t. lines' far dccess dnd, ulililles , ' " ~ ),1:1 "J O ~ t ,I f , 5) No access. will
be allowed from irldJVIduol lots directly unto the County Rood ~ ,. .. \ I 'f ' ( 6) IndIVidual household presslJre redlJclng valves are reqUired or! each water service Ime • ," , .-"
, ® indicates found 'monlJr'neht as descnbed .1. o ' mdlcates set mo, nUment. 15' t'8bor and alumitlum L S Dote of SIJIY';Y ' -, Mbr,c!1. 1995 ' IOWNER ; ~'ri' ' .. '\ I ... " ... '-~
I RO. 'WATER AND SEWER COMPANY • PO, 'BOX 1989 I GLDVwpOD SPRINGs, CO , 81601 I 't , , £ , , , " " > , , , , . , " " ' ~ . " 15710 , . • " ' , ~ , . • , " • t , , , •• . ' : , " , "
" I. Kenneth R Wllsori. df> licensiM, under the law corred and and Sh"own that of soid' property by me, lotatlon and dlmenslolls the some are stoked upon' the governlnlj the S, ubdIVISion
of • jN WI7Nf;SS. WHEREOF I ~ __ . ·-=-~ ___ .l...1 , " , ,. 'I ,I \ \ , I
.r-------j -------76·'------------<1 JO'-1'2 ' 1 , ., ~, 1~' ® '2 ~ "2 CD ~ -, I I , -V2 1b -..• \ I 0-0-, ELEVATED "H'HM. I"-" H I.5f ! ~~ f-I ' RANGE AND I I HOOD I I Q I 1<-1 Vi I
~ e ' , KITCHEN 101 (7 I I ~ I I ,! i 1'1, 'I'>-lI~ GARAGE ~~~ 0 !£ , REF. 100 ~ PANTRY " IlcP ! ;-Cf'l [\ LAUNDRY/MUDROOM r--1011 t-.~ I< ~;c£ 10\'" f,J, }. r~ ·t 1'\ ~ 1'0 1 " r V
11 15 (~:;"~ ~m ~ ~g -. ~>-Ll <tl I 0'\ ~ , .,.., .., . I ENTRl'103 _ , ,1 .. , ~~f-l '°2 1 ® , l ' . ' 11' , ." 12' '0 WlNDOW SCHEDULE DOOR SCHEDULE (j) SUDER ® SUDER ® SUDER <6> WlD1H:
3'-0" R.O. WlD1H: "'-0' R.O. WlD1H: 3'-0· R.O. WlD1H: J' -0' HEIGHT: 6'-8" R.O. HEIGHT: 4'-0· R.O. HEIGHT: "'-0' R.O. HEIGHT: J' -0' STAN EXTERIOR DOOR STD. INSULA l10N STD. INSULA 11
ON STD. INSULA 110N HIGH ALl1TUDE GLASS HIGH AL l1TUDE GLASS HIGH AL l1TUDE GLASS ~ WlD1H: 16'-D' SCREENS SCRElENS SCREENS HEIGHT: 8'-0' GARAGE DOOR ® SUDING DOOR Ii7 SUDEIR ~ WlD1H:
Z' -6' R,O, WlD1H: 6'-0' R.O. WlD1H: 5'-0' HEIGHT: 6'-8" R.O. HEIGHT: 6'-8' R.O. HEIGHT: "'-0' STD. INSULA l10N STD. INSULA 11 ON HIGH AL TlTUDE GlASS HIGH AL l1TUDE GLASS SCREENS i>
WlD1H: Z' -6' HEIGHT: 6'-S' PAUL RICE STUDIOS DATE: 6.16.07 MSI CUSTOM I I HOME I MESA STRUCTURES I • RIVERBEND SUBDIVISION I RB HOMES , P.O. BOX 1989 GLENWOOD GARFIELD COUNTY SPRINGS
CO. 8160Z COLORADO. I '~' ~ ,,\ 0 " , ." g; 'u lZ' '02 ~ "' 1~3~ I\.~ • ~5~" H'~ ~ I ?r 7 BEDROOM 105 @GIJ ~ BATH BEDROOM 107 2t ~ I I N ~ ~ r-* ..,, .,. 0 GREAT ...I. ROOM 104 ' 'v
I@r/~s ~/2'~O ""..;/h • /2-Z-O /Z-,c ~ /l.-3B ~ WlD1H: 5'-0· HEIGHT: 6'-8' BI-FOLD ~ WlD1H: 3'-0· HEIGHT: 6'-S' BI-FOLD I -8~' 106 ~ ~V (j) GP~ [:\0 I '" /1-'" ~ Ii>_ ® iA'-" I ~. ".J
" ''----f\ ~r-~~'-, /\orc :fA' .T.1~8 ':> ~ "r" y'j, /.~~ J " ')I ..: ~ ~. ~o,X ~~ 10 1 ~ ~ . .f '-"' N '" )' T2 JUNEN [N~ ~->I, JJ:3 ~,"o/. " 1.\ _ ,. 1.1. -' ". 02 K) ."~\~~ ' ''2
'~2 '''2 J~" ® ",' .. MSTR. .., MASTER BEDROOM no "';!,v BATH . I [IE) 109 ~ Iff @57. 5~', • ) fJ~" ,/, '1 6'-112' (M/'~/CD ~ ~ r~' ~ Main Level Floor Plan 1/4"=1'·0" Living Area 1456
SQ.FT. Garage 528 SQ.Ff. SHEET A2 OF •
GRADE~ ICEILING) VINYL SIDING l"i I I I I I I ~' I I I I L=============================L=====:=J ~RADE -Front Elevation 1/4"=1'-0" r---------"'-----------lDI-----1 r-----------------lQt----l
ASPHALT ?HINGLES /VINYL SIDING\ ~ ~ + -m,oc ~____ _ (f'M (#(;,0 -: _____ ======================================= ================== ===== == _~_~===========================J PAUL RICE
STUDIOS MSI ".,. MESA STRUClURES /::: RB HOMES P.O. BOX 19a9 GLENWOOD SPRINGS CO. 81602 ';! -.. ~ CUSTOM HOME RIVERBEND SUBDIVISION GARFIELD COUNTY COLORADO. DATE: 6.16.07 I I I I I
-Side Elevation 1/4"= 1'-0" SHEET A4 ~RADE OF •
GRADE~ CEILING) FL001 f-----lI1r="""""'..jt---------I 0 I-------j f------j II Q) I 0 1--------1 I ' I II L=====================================J VINYl SIDING, Rear Elevation 1/4"=1'-0"
llSPHALT ( HINGLES /I \ I ' T ~RADE I ~,SPHALT r HINGLES /-~----------------_____ ~I ~-~) GRADE~ 1-C::r .L-1_______ ~ : (fz.-3V --I L _______ ========================r================================
=====================================~ Side Elevation 1/4"=1'-0" PAUL RICE STUDIOS ! DATE: 6. 16.07 11 I SHEET MSI CUSTOM I " HOME I MESA STRUCTURES I V[f]~ RIVERBEND SUBDIVISION I AS
RB HOMES P,O, BOX 1989 GLENWOOD "' II GARFIELD COUNTY I SPRINGS CO. 81602 , COLORADO. ' ~' I -. -OF •
GENERAL NOTES: 1. Design and constructian sholl be in occordance wifh the requirements o( the Internotional Residential Code, 200J Edition (200J IRe). Lood:5 used in design ore as follows:
-RoOf Lt "" -40 psf -nool' LL ~ 4(J psf -Wind pressure bo:s~ on 90 mph. J sec gust. Exposure 8 -Seismic Design Category C 2. The foundation design was prepared in accordance with the
~otechnicol report by en THOMPSON, Inc., doted JlJne 6, 1997, job number GS-2112. Footings b~arin9 on cloy I¥tm~ designed (or on allowoble beon"n9 prl'!ssure of 3000 psI, " minimun dead
h(Jd pressure 01 1000 pst, and on equivalent fluid pressure of 55 pc!. Footings bearing on groWlls may hove on ollowable bearing pressun: of 5000 pst, Minimum foaling widths = 16 N for
continuous foofings and 24· for isoloted pods. FooHngs sholl bear on undl!iturbcd native soils a minimrJm of J6~ b~/(Jw adiac~nt finished 9rod~. SubsrJr/aC/! drainage. excavation. backfiHing.
surface drainage, and compaction shall be dane in accordance with the recommendations in the report. A represenfati~ o f the s(JI7s engineer shall verify soil conditions and o/Iowab'"
soH bsarlng prsssrJrss at ths tirlUg of e.rcoVCilion. J. Concrete shall reach a minimum compressille strength of JO(){) psi in 28 days. All ex/en'or slabs and walls shalf haW! a minimum
of 5.% entrained air. Reinforcing sholl be conformance with ASTM A615, Crade 60. NI reinforcing shalf be secured in place prior to concrete placement. Honzantol rsinforcing in walls
and footings sholl be mode continuous around comers by "L" bars, or by shop bending. Lop splices sholl bt! a minimum of 36 bar diameters. Reinforcement shan be mode contifll)OUS through
all '11'011 canstruction jaints and steps. All slabs-on-grade sholl be pravkllNi ",i tll sawcut control joints 1" deep at 15 If an center each 1III0y, or poured lIIIith 1.5 Ibs/cu. yd.
Fibermesh in the mix. II is the responSibilIty of the owner /contractor to coordinate an embeds, penel rotions. ojM!nings and to verify all plan dimensions prior 10 forming and placing
CCJncr~I~_ Insufated concrete farms (/Cr) sholl be installed in accareonce wilh the Advance Foam Plasli"cs ~ngineered wall sysil:m manufacturer. .f. All steel shall b('! AS 1M A992,
Crade 50 for W shapes, ASrM AJ6 for plates &" bars, ond liST/,,( 11500. Grode 8 (fy-46 kSl) for hallow structurol sections. Anchor bolts sholl be ASTM AJ07 with r minimum embed unless
noled at/letwise. Framing connections sholl use AsrM AJ25N bolls unless noted otherwise. Beam to beam connections shall be fabricated in accordance with AISC Manual of Steel Construction
Tobit! IIA. Connections shoJI be designed to support the reaction as shown an the drawing, or H the total uniform 1000 capacify of t!le beam (AISC Manual of Construction, Section 2),
whichever is greater. For wood ledqer plats cOnneetron$ to steel /Moms, bsams sllall bs provided wltll 9/16" dia. holes stoggsred at 24 ~ a.c. in the top flange, unless noted otherwise.
All sialnless steel shoJI be ASTAI A304 or AJ 16. All welds shaH be mode by on AK-S Certified welder wIth E10l8 electrode in conformance with Aft'S m.T. ,5, Wood frominQ shalf be connected
in accordance with IRe unless noted otherwise. Uaterials sllall be as folJaws: -Rafters, headers, jOists, studs: KI~n-dn"ed Hem Fir, .12 Grode or better -Pressure Treated: P. T. Hem
Fir, .12 Grode or better -Log beams: Spruct:: Pint:: Fir. /1 grade -Timber beams: Sproce Pine P", /' grode. (no knots in bcJllom 1/3) -Roor Jois ts: Noted as TJI on pion ore manufactured
by Weyerhaeuser. or ~ual. ProvKJe all fasteners, blocking, bn'dging. etc., pt::r manufocturt::r instructions. -Laminated Veneer Lumber: Noted as AIL on pion are 1.9£ manufactured by
We'ye'rhaeuser, or equal. -ParoIJom: Noted as PL on plan a~ manufactured by WeyerhOt!user, Fb -1B27 psi Fv=197 £='. 4£5, or equal. Values have been reduced to account for Wolman s~f"Yic~
level 2. -C/u-lom: OF 24r -V4 Fb=2400 psi Fv=240 psi £= '.8e6 psi Headers sholl be (3) 2.rB unless noted otherwise. Columns sholl be (2) 2x6 unless noted otherwise. Column size:J are
dC:S'9notc:d an plan at highest point and remaIn that size unless nolc:d otherwise. Wood columns sholl tx extended to beams or foundations as shown on plan, or stlXf blocking t/le soms
size as the column ins/oIled tight in the joist space' under tile column. Hanger-type connections sholl be mode with Simpson Strang-r.e connectors and manufoctrJrer-supplied fasteners
or equal. ProvKJe full depth blocking at all supports for joists and raltus. Provide Simpson H2.5 or H2.5A Ch'p3 at 011 rofters at bearing locations. 6. Roof and floor sMafhJng sholl
be APA Rated lor the roof and floor spans os indicated on the sheathing with CDX glue lor exlen"or applications. Roofs sholl ~ 5/8" osa or ply.,.aod noi/.ed .,.ilh &J II 6 " on center
01 pone) edges and aver 1III011S, and at 12 " an center in the panel Ileld. Roors sholl be J/4~ OS8 or plywood glued and n0l78d with 8d 0 6" on center at edges, and 12" on center in
panel field. Sheath extent)f wailS wfth 1/2-aSB naifed wi tll 6d 0 6 " O.c. of panel edt;es and 6d (I 12-a.c. in the panel field, unless noted oth(Jtwise. Exterior sllear wafls no ted
an the plan sho/J be sheathed with 1/2» ass naded witll 8d 0 4" a.c. at po,.,el edges and ad § 12-a.c. in the pone! field. 7. Sheath exterior wolls and extenar sllear wolls with 1/2·
Plywood or ass nailed with 6d D 6 " o.c. at sheathing edges and 6d II 12 " a.c. along intermediote froming members, unless noted o therwise. 8. Roof trusses sholl ~ designed, fobneo/lNi.
and erected in occordonce .,.ith ANSI/TPI National Design Standa..-rJ for I.Itdo/-Plate-Connected Wood Truss Construction. Trusses silo/! be designed for loads os indicated on the plans.
Truss co/Culation:J and shop drawings shall bear the 5tamp 01 a Colorado Registered Engineer. Sub'YlIl calculotions and shop drawings to the Engineer lor revie", and approval prior to
fabrication. 9. DimensIons are to edge of framin9 or concreie, unless noted o/herwise. All discrepancies ."1lJoll ~ brought to the olfenNon of Ihe Engineer and Owner prior to con5trvclion.
lU II is tile responsibillly of the Contractor to coordinate construction with 011 equipment and utIlities, and ven'fy SIzes and locotions before construction. 11. STABIL/7Y DURING ERECTION.'
Framing's not stable until all framirJ9, connection!!, f loors, and roofs have lx!en installed and connected in accordance with these plans and the 2{)(}J 'Re. It is the responsibility
of rile contractor to provide temporary bracing to stobillz~ framing untif the strucivre is comple/e. 2x6 TREATED PlATE A TTACH USING ~ '#x 10" A.B. 9 4S" O.C. W/7" MIN. EMBEOMENT FLOOR
JOIST SEE PlAN -____,. $ T. PLY SEE ARCH q?bI. /,t,l e ~OJ/, lZlf",tf!P.ttulr~ti ".t Foohn~ /14 J re..oh lYYI I CR4~ I SPACE /5 CONT HORIZ II IS " O.C • , , o 2x6 9 24 " D.C. TJI RIM
BOARD • '" (2) /5 CONT HORZ TOP AND BOTTOM JFULL /5 OOWELS HEIGHT II I S' O.C. x 5" • <> " ... NOTES' I. 2 . J ~;~~~lIBII;==~u:"':D:fj:R~D:R4IN SYSTEM (2) /5 x CONT. FODnNG TO BEAR ON
UNDISTURBED NA TIVE SOILS PER SOILS ENGINEER OR VOID FORM. FOUNDA TION SECTION PERP. SCALE: J/4" = 1'-0" FULL DEPTH BLOCKING nRST TIIO BA YS 9 24" O. C T'¥P. FLOOR JOIST AND BRACING
SEE PLAN -----.... CR4WL SPACE PER SOILS ENGINEER. 4" THK x 16" WIDE VOID FORM BELOW FOOTING BrrOND SEE PlAN FOR LOCA TlONS. OWNER/BUILDER OPTION: SEE DETAIL S/S, TO FLOOR JOIST 2x5
D 24' O.c. WALL &r RElNF SEE DETAIL I/SI NOnFY ENGINEER IF WALL HEIGHT DIFFERS FROM THAT SHOWN. VOID FORMS ARE NOT REOUIRED IF FODnNGS BEAR ON NATIVC GRAI'HS BRACE BOTTOM OF JOIST AT
INTERVALS NOT TO EXCEED SPACING SHOWN ON FLOOR mAMlNG PlAN. 2 S1 FOUNDA TION SECTION PARALLEL SCALE: J/4 " = 1'-0" TO FLOOR JOIST ABBREVIA nONS SYMBOLS LEGEND MA T£RIALS LEGEND " AT
Fl!N FOW/DATION so SOW.RC A8. ANCHOR BOLT FF FINISHED Fl.ooR 55 srAINL~5S ST"ffl .'". OOOR OR WINDOW 4IARK, sa: SCH£OULES n BCAM POCKET R(VlSION MARK c~ BEAM HANGING ~ CAST IN Pl..ACE
CONCRETr AFF ABOVE' FINISHED FlOOR F7?P FIBER REINFORCED PANEL STD STANDARD ARCH ARCHITECT FT FOOT sn STEEL 8. BOTTOM or FTC FOOnN<; T TOP OF 8F BOTTOU OF FOOTING H.A.5. H£AO£O ANCHOR
STUD T",8 fOP AND BOTTOM ... ELEVATION MARK -~~-BEAM BEARING BEARINC. ,JOIST OR RAFTeR ~ S(CTION MARX 0 COlWN ABOVF • COlUMN = CONCRETE UASONRY UNIT IZ'L2<I UASON"" 8LX BWLOINC HOI?IZ
HORIZONTAl. IP fOP OF PIER 8M 8eW HT HEAVY nUB£R IS TOP OF STEEl 8RG B("ARJNG 1M' INTERIOR rw TOP OF WALl 8W BOTTOM OF WAJ.L JT JOINT Il'P TYPiO<L c.r.P. CAST IN PlACE MANUF MANUFACTURER
U.N.O. UNLESS NOTED OTHERWISE CJ CONTROL JOINT At<X JMXIUUI/VEHT kO?7ICA! CL' C!.£AII UIN MINIMUM V.I.F. ~R,rr IN FIELD CA!U CONCHDE MASONRY UNIT OA.£. OR APPROveD EOUAL (i) e TOP OF
COLUMN llEVATfON MARK ~ WALL STEP 0-CRID LINE _...L FOOnNG STFP ...r PLn417OO/5lA8 STEP WOZI STm ~ DlMENSfONED LVA/SO = BlOCKING Ez:::J PLntOOO CONe CONCRLrr O.C. ON CENTER CONT CONTiNUOUS
O.H. OVFRHANG -NA "'" SOIl ~ £XISlINC PLY PLYWOOD EACH PT PRBSVR£ TREA TED £.0. £D« OF RE: RU£MNCE £.S. EACH SID£ HElIff REINFORCE J.5K -CONNECTION LQ4D CAPACITY IN KIPS Itx¥-CONNECTION
LG40 CAPACITY fN POUNDS -COMPACT&) SOIL -GRAin EXP EXPANSiON R.O. ROUGH OPEN/Ne EXT EXTERIOR SF SOUARE FEET TO nOOR DRAIN 51'" SfMI!.AR • THIS rA8L[ OF ABBREYfATfOlIS AND LEGENOS ARE
GENERAL AND MAY fNCWDE NJBREVlAllONS AND SYMfJOl.S NOT USED IN THIS ORAWfNC SET. 4" CONC. SLAB w/6x6-1.4xl.4 MIR IS'MAX CONTROL JOINTS. ~ T. SLAB &r T. WALL SEE ARCH GR4NUlAR -r/WALL
BEYOND. ~" EXPANSION JOINT MA !ERIAL ALL SIDES OF SLAB. 3 FOUNDATION SECTION @GARAGE SLAB S 1 SCALE: J/4" -1'-0" 2x6 TREATED PlATE A TTACH USING ~ ".x 10" A.B. 9 4S' O.C. w/7" MIN. EMBEDMENT
FLOOR JOIST PER PlAN -~ DRIVF: WAY PER. CONTl?ACTOR $ T. PLY SEE ARCH CR4WL SPACE 15 CONT HORIZ (P IS" O. C~. =::::::::-' • '" o 2x6 II 24" O.C. TJI RIM BOARD /5 CONT. HORZ AND BOTTOM
•<,> ". NOTES' I. 2. J NOTIFY ENGINEER IF WALL HEIGHT DIFFERS FROM TI1A T SHOWN. 1-010 FORMS ME NOT REQUIRED IF FOonNGS BEAR ON NATlV< GRAmS BRACE BOTTOM OF JOIST A T INTERVALS NOT TO
EXCEED SPACING SHOWN ON FLOOR FR4MING PlAN. 5e~ AIIAcA-etl $DI/S Iztp?Yfj:r ;keou/~hon ¥~6'71$. .. 01'.t!;1 h,o/e $'''//~ ~1't1/f J!!L?ulr~d k B. VOID EOUALS B. FOOTING ~ ·-'-'-'·'-""'~'-'-Jl'M'
DR4IN SYSTEM PER SOILS ENGINEER. FLOOR JOIST PER PLAN T. PLY SEE ARCH 2x6 x IS" LONG SCABBED ON TO COLUMN &r BEAM. I CR4~ I SPACE ~r/~ /H'I't!t:-h/r?1. • FULL DEPTH BLOCKING TYPICAL
L 11. BEAM SEE PLAN BOL T PER. MANUF. RECOAIMENDA TlONS. II\?OD COLUMN w/1/2" PL YIIOOD nLLER AS REOUIRED SEE PLAN ABU88 POST BAS£. NOTE: MINIMUM WIDTH OF BEAM POCKET = (WIDTH OF BEAM
+ 6") IRC RJI9.' WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS SHALL BE PROVIDED WITH A ~" MINIMUM AIR SPACE ON TOPS. SIDES. AND ENDS FLOOR JOIST SEE PlAN $ T. PLY SEE ARCH L"-4" S"
THK x '6" WIDE VOID FORM BELOW CONC. GRADE BEAM. SEE PlAN FOR LOCATIONS PROVIDE (2) /5 D FOOTING BDVND OPTIONAL FOUNDA TlON SECTION SCALE: J/4" -1'-0" 2x6 9 2-1" O. C. (2) ~"., EXP.
ANCHORS I 1/2" CLR FOOTING AND REINFORCING SEE PLAN (2) /5 9 TOP TERMINA TE ONE BAR AS REQV 1.5" CLR FROM EOGE OF BEAM H2.5A OR H2.S CLIP EA. SIDE •., FOOTING SHALL BEAR ON UNDISTURBED
NATlVF: .>u.,u-PER SOILS ENGINEER. ,.jL---SEE PlAN --,.r PAD /COLUMN & BEAM DETAIL SCALE: J/4' = 1'-0" --------II\?OD BEAM SEE PlAN H2.5A OR H2.S CLIP EA. SID£ • • o · " DBL. 2X 4 P.
T. ATTACH TO FOUNDATION W/POCKET. (2) ~",. EXP. ANCHORS ~-IS x "-6" J" MIN BEARING " REOUIRED WALL &r REiNF. SEE DETAIL I/S I WALL &: REINF SEE DETAIL I/S' WD BEAM POCKET SCALE: J/4"
-" 0" , • • • , • , < • • • , , .< • • • , • • , , • • , • ,• P/UHAdoe ~meer 5fmMr-ml deMit (d fUUI51 trJ/l."; A-f-~h VI "J M~pe vtr ft'I/l. Cp#eMrlecl fl#/f7-f' /~ < , • , d • • • •
, , • , d • • • 6 SCHMUESER GORDON MEYER I I 8 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 8 I 60 I (970) 945-I 004 FAX (970) 945-5948 Riverbend Subdivision Lot 8 NUMBER I PERMIT
REVISION DATE BY Job No. 2007-500.002 1/24/08 MEA FOUNDATION Drown by: M. E.A. nVTA TT C Dote: 01/23/2008 ,,..._ .... _ I ,.. ____ ... I "A~~_ 1\ ",,'-'1":"'" r_t ...... M ... ,....,
...... (n ,n, "-:J t=: _c:::: -, '":>-, Sl
6 • • j' ,'"I ~ '" .'"1 '" • '" " ~-----------24'-0"------------,(----------------------------52 '-8"---------------------------,1' 2'-9"+ --5'-9 "'-----,r-----8'-5"'----,I'---5'-0"'---,/"2'-0
" • <0 -' " 8EAM POCKET TYP. g 4 LOCA nOIl's---' SEE OETAIL 5/51 .... -.-.'. , Wi -----''k---__ ----O.r-~ L ,~h_-------17"-4 --------f-+---------tI7'-4"-------===,F~------"7'-4"------__jf!
I I I I '-4· 2'-9" SO x 10" CONC. PAD W/(3) 15 EACH WAr: •... . 1 2'-9" SO x /0" CONC. PAD W/(3) /5 EACH WAr: FOUNDATION WALL nt~:~';~~~;--, SHOWN ON'SHEET ~-----------24~0"------------,(------------
----------------52-8"---------------------------,1' 2'-9" -..I"--s '-9 "'--,ll'-----8 "-5 "'------,1'--5'-0 " --r' • ,'"I r •.. ., , 2'-9" SO x /0" CONC. PAD W/(3) /5 EACH WA 2'-9" SO
x /0" CONC. PAD W/(3) /5 EACH WAr: 'E,P--------I;" -4 "--------,='=J!'::=-------j17'-4 "'-----------,j<-+-------17'-4"--------4' ~ L~~ L-~ I '" 2 '-9 "-,1'---5 '-9"-----,jL----,8 '-6
"---+-S'-0"---,il.2'-0" BEAM POCKET TYP, g 4 LOCA nOh'S-, SEE DETAIL 6/51 FOUNDA nON WALL DI"!.!c"!.~O"!.S.~ SHOWN ON ,1<------------24'-0"------------,1<---------------------------52'-8"------------
----------------,,1' SCHMUESER GORDON MEYER I 18 W, 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 8 I 60 I (9 7 0 ) 945-1004 FAX (970) 945-5 948 (f;) FOUNDA TlON PLAN Riverbend Subdivision
Lot 8 NUMBER I PERMIT REVISION DATE: 8r' 1/24/08 MEA SCHMUESER I GORDON I MEYER ASPEN, COLORADO (970) 925-6727 GarfieJd County, co • ,..(., • -,I <0 • • c:::a J r ------,. -' . ~ r------..
-,I <0 •... , 1 • -, , '" • • 5' or -,I <0 • ( . su A-#~~d :;""~ p/171 .£..N"-"'" .;;u,.nd-rh.n-f ~/fthfr, • "'/,t"» hp/~ >"/~ pf{?l1d ,.e~vm'd fo' r CdTN1? f"y~e.Ir~, Job No. 2007-500,002
FOUNDAION Drawn by: MEA. PLAN Dale: 01/23/2008 OC: W8S PE: ER Ale: Foundation&MoinConSI .. dw S2 OF 4
• ,'"I ~ 6 • ,'"I '" • '"I ~ • ,'"I '" SCHMUESER I GORDON I MEYER 2 4 '-0" l b"/FT SLOPE G4RAGE SLAB ~ T. SLAB SEE ARCH. ~ r SLAB b"/FT SLOPE GARAGE SLAB 76'-0" r------1 I I , I L_~
PROVIDE 11 ~ . TJI 210 HEADERS W/LBV2. I/II.B8 HANGERS EACH END &-AS REQUIRED AT CONTINDUS JOISTS FOR CRAWLSPACE ACCESS. 6) PROVIDE 11 ~ . TJI 210 HEADERS W/LBV2. 1/11.88 HANGERS EACH
11 /fEND &-AS REQUIRED AT CONTINOUS JOISTS FOR CRAWLSPACE ACCESS. r-----1 I I l ___ J ::0 ~ f;l if :i1 ", "'~ .~..,'~" ~ ~ ;:s.~ 1 <: --II'": OJ ~I "-'" 52'-0" 2x6 BELOW ~ r PLY SEE
ARCH. BEAM POCKET . 4 LOCATIONS SEE DETAIL 6/S1 BEAM POCKET __ 7'>'P. 4 LOCATIONS SEE DETAIL 6/S 1 ~ r PLY 2x6 BELOW • TJI 210 SERIES §> 16 "0 . C. CONTINUOUS. SIZED FOR TOPPINGS TYP.
U.N.O. e if c:; :S~ ~2 -J~ ;k:s.~<..> 1<: --I'I": OJ ~ I '-'" ... _______ .. _-r;.:&!D·., ~TIJI 210 SERIES tp 16 "O.C. r-CONTINUOUS. SIZED FOR CONC. TOPPINGS TYP. U. N. O. I I I I I
I I 2x6 BELOW I I I I I I I I I I I I BRACE BOTTOM OF JOISTS_--, (J J ' -r O. C. .It4x. TYPICAL BRACE BOTTOM OF JOISTS (J J' -r O. C. .It4x. 2x6 BELOW I I I I I I I I I I I I I I I I
I I ,IL----------24 '-0 ",------------,JI--------------------------52'-0·'----------------------------;j' L --------------------------------76'-0"---------------------------------,1"
® FLOOR FRAMING PLAN SCHMUESER GORDON MEYER REVISION DATE BY Floors over vented crawls paces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom
of the floor joist per IRC, R-40S.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets
the requirements of IRC, R-40S.3. Take precautions to protect plumbing in these areas . Job No. I 18 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 8 I 60 I (970) 945-I 004 FAX
(970) 945-5948 Riverbend Subdivision Lot 8 FLOOR FRAMING Drown by: S3 ASPEN , COLORADO (970) 925-6727 r C~C::TC"n J=l 1 1T"T'C' rn rQ7()) .~..d.a -~~~~ PLAN Dot .. : 0 QC: was PEe ER
OF 4 Fit"., Floor Freminf.l dwn GarfieJd Coun~y, co
, -\ J -'" ~ ~ RIDGE LINE ~~~------------------------~------~~----------~-~'-~--------------~'------------r1 lXl ) CJ } RIDGE UNE b ' 'J.+ , ' 'J. ' PRE -ENG, TRUSS SCHEDULE MK Tl PROFILE
SPACING ~ 24-0,C, T.CLL. = 40 PSF T.CD,L, = /0 PSF B.C,DL = /0 PSF LOAD DURATION FACTOR = /,0 NOTES: 1) SEE ARCHITECTURAL PLANS FOR DIMENSIONS, PROFILES, &-OVER HANGS, 2) SEE PLAN FOR
SUPPORT CONDITIONS, FABRICA TOR TO REDUCE SPACING, USE BEARING BLOCKS/ENHANCERS, OR ALT. LUMBER SPECIES TO MEET BEARING LENGTH REQUIREMENTS. J) SEE GENERAL NOTES ON SHEa S/FOR ADDITIONAL
INFO, PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION I ~============:~==========~~====~~~--~--~~-~~==N~. ~~~c=~==~==================~ L (3) 2xlO
'\. .------------~ w/lll ~f2.~I"'i p-cr Zoo'! ~[Z.C, fZ.. -60Z._,,_O __ 6 5CHMUE5ER I GORIJON I MEYER '-" ~ ~ ~ e~<..i ~~c:i ~ 52 · ?:5 tr) "<It-~ '" ~l:l\l) \ ,1, :::> g::e:= ~ 0.:
/\.. //f/RIDGE LINE I. /-----x!-------PRE-ENGINEERED RF TRUSSES \ HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION /C.(...l. e y-o ,FJ'1. /b/Ig SCHMUESER GORDON MEYER I 18
W, 6TH STREET, SUITE 200 GLENWOOD SPRINGS , COLORADO 8 I 60 I (970) 945-I 004 FAX (970) 945-5948 ASP!:;!'! , COLORADO (970) 925-6727 -------0 , ,~~ ,..,.., '''''''1"'\, '1L[O . O; q
", .. " HOLOOWN PER '-TRUSS MANUF TYP, U,N,O. HOLOOWN PER ~ TRUSS MANUF ______ /TYP, U.N.O, , -CJi) ROOF FRAMING PLAN S3 SCALE: ?'= /'-0 Riverbend Subdivision Lot 8 Garfield Co un ty,
CO RIOGE LINE NUM BER I PERMIT .5%' FRAME WALLS TYP, r 512' FRAME WALLS TYP, ./REVISION DATE BY Job No, 2007 500,002 1/2l/OB MEA S4 ROOF FRAMING Drawn by: M.E.A. Dale: 01/23/2008 PLAN
oc: WBS Ip £:. ER OF 4 File: Roof Const..dwq