HomeMy WebLinkAboutFOREST GLEN LOT 9 LEGAL.pdfonptnvnrvr oF coMMUNrt, or*rort*
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
PROIECT TITLE:
NEW (SFR,P/S,DLIP) PERMT
Iob Address: 4460 GLEN FALIS LN VAIL
Location.....: 4460 GLEN FALIS LANE
ParcelNo...: 2101,1?313009
Project No : PRJ-01-019
OWNER Don & Susan Law
5536 E Mineral Lane
Littsleton, Co
80L22
License:
CoNTRACTOR S.H. COLE CONSTRUCTTON CO 07/27/2O0a phone: 97O-475-L426
2897 TIMBER EREEK DRIVE #21
VATL, CO
81657
License: 189-A
APPLICAIqT S.H. COI-,E CONSTRUCTION CO 07/27/2OOL phone: 97O-476-L426
2897 TIMBER CREEK DRTVE #21
VAIIT, CO
8L657
License:
TOWNOFVAIL
75 S.FRONTAGEROAD
vArL,co 81657
970479-2138
Desciption: New home
Occupancy
Dwellings
Private carage s
Number of Dwelling Units:
Fireplace Infornlation: Resdcted:
Type
Zone 2 v-N
Zone 2 v-N
Totals. . .
7
Factor
97.80
25 .56
# of Gas Appliances: 0
FEE SUMMARY
Total Calculated Fees->
Additional Fees->
Total Pefinit Fee->
Payments--.-.....--_Y
BAt i{]!CE DUrE->
Wood Palleh 0
$5, 904 . 10
$100 . oo
96, 004 . 10
$5, 004 . 10
go. 00
Building-_>
Plan Check*>
Investigation->
wiu call._>
s2, 98{ . 00
$1,939.50
$r. oo
Restuarant Plan Review-->
DRB F€E->
Recreation Fee__>
Clean-uP Deposit->
TOTAL FEES-,------>
so. oo
9400.00
$57?. sO
$5, 904. 10
r Approvals:r Ideim: Os10O BUIITDING DEPARII{ENT \ og,/2o/2ool rRlri Action: AP
\1tem: O54OO PI,ANNING DEPARTMEMT \,. oT/oz/zoot ao Action: AP
\em: 05500 FIRE DEPARTMENI
'em: o55oo PI'BIJTC vloRKs
\ oe/o8/2001 Ls Action: coI[D REvocABIJE RIGHT oF wAY PERMTT REQUIRED FoR
,. PORTION OF DRIVEWAY IN TOV RIGHT OF WAY. ALSO MUST INCLIJDED LANDSCAPING.
!-rS1
:1<rtr-a+GU,L
Permit #: 801-0213
ISSUED
07 /27 /2007
08/2A/2ffi1.
02/76/2002
07 /27 /2O0t Phone: 303-771-2735
Sq Feet
3,344 i327 ,O43.20
505 $L2,933 .35
3, 850 $560, 500.00*
Town of Vail Adjusted Valuation: $660,500.00
# of Gas togs: 0 # of
IIEM: 05550 M.IGINEERING
********i*a****ffi *rffi **********
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an
accurate plot plan, and state that all the inlormation as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
PM.
Send Clean-up Deposit To: N/A
SIGNATUREOF OR CONTRACTOR FOR HIMSELF AND OWNEF
t( a4
PAGE2
****S*****{c*-}********ffi*#l*i**lt!******tr*fr***********#************************t****#**i***
CONDITIONS OF APPROVAL
Permit #: 801-0213 as of 08-20-2001 Status: ISSUED
*tir***********************i****************rt***i***********i******t***********ffi**********'t!t!****
PermitType: NEW (SF&P/9DUP) PERMIT Applied: 07/27/2007
Applicanf S.H. COLECONSTRUCTIONCO Issued: 08/20/ZWl
Job Address: 4460 GLEN FALIS LN VAIL
Location: 4450 GLEN FALTS LANE
ParcelNo: 270112373009
CONDITIONS
Cond:33
(PLAN) THIS PROIECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE STIBMTTED AND APPROVED PRIORTO REQTIEST FOR A FRAME INSPECTION.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
******* ************** +* **** + * * * * ** * * * * * * * * * * * * ** * **** ***'t *r*****rl*{.!t*********f******!t**t *****
TOWNOFVAIL. COLORADO Statement ******+ **********+*** ** + * * * * * * + + ** * * * * * * 'l * + * * * * * * * * *** **** * * * * * * l. tl ti * * * * * * * * * * * * * + * * *********
Statement Nurnber: R00000125G Amount: gG,004.tO 0B/20/200104:29 pM
Palrment Method: Check Init: IJC
Notation: #1012/SH Cole
Permit No:
Parcel No:
Site Address :
Location;
This Payment :
801 - 02 13
210112313009
4450 GLEN FALLS
4450 GLEN FALLS
$5, 004.10
Type: NEW (SFR.P/S,DUP) PERMIT
I,N VAU,
I,ANE
Total Fees:
Total ALL Pmt,a :
Balance:
Current Pmts
$6, 004 .10
$6, o04 .10
$0.00 ***********t+++*+*+*++t***+ +**t **+++*+**+*** ******************{.*** *'}****+*'}{.*:}********+**+t*
ACCOUNT ITEM LIST:
Account Code
BP 00100003111100
cL 00100003i23000
DR 00100003112200
PF 00100003112300
RF 11100003112700
hjc 00100003112800
Descri pti on
BUILD]NG PERMIT FEES
CONTMCTOR LICENSES
DESIGN REVIEI,I FEES
PLAN CHECK FEES
RECREATION FEES
l,JILL CALL INSPECTION FEE
2,984.00
100 . 00
400.00
I ,939.60
577 .50
3.00
o
WILL NOT
tl
APPLTCATION BE ACCEPTED IF INCOMPLETE OR UN .-o
97 O - 47 I -2L49 (Inspections)
echanical, etc.!
mwvuvvtn
75 S. Frontage Rd.
Vail, Colorado 81657
uired for
|}
CTOR INFORMATI
General Contractor:
5n-atg. LoNsT, 6',
Town of Vail Reg. No.l Contact and Phone #'s:
+7 b- t+L
Contractor Siqnature: .- ffiJ.-l* tl
MPTETE VALUATIONS FOR BUILDING PERMTT (LaboT & MateTials
BUILDING: $ b03,5OO ELECTRICAL:5 12rooo OTHER: $
PLUMBING: $ j5, aoo MECHANICAL: $ /A, oO O ToTAL:S _b.l--e,-tO I 4 ,a
fGrd,o contact Assessors Offrce at 97O-
[$fff/." wn n*t aJJd hJ"]#9,umber)rr I 77l"
J,r /:r/
robName: /o-, {ler;cleuee. n tWt;-
Legal Description ll Lot: I Block:Filing 7q fto,u,'on,!t, s F9T G I L N
owners Name: llb^ *cr,")P |-n u,t Phone:
ArchitecflDesigner:.-::.=-:. lll\f-Phone:
Engineer:Adoress: lt-Phone: \
Detaiteddescriprionof work: tr1*u, s;n1lg 1n_;t1 t-1/TauL
WorkClass; tttew(X) Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both X)Does an EHU exist at this location: Yes ( ) No (/)
Type of Bldg.: Single-family Q() Two-family ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: O No. of Accommodation Units in this building: O
No/Tyoeof FireplacesExistinq: GasAooliances(/) GasLoqs(d) Wood/Pellet(d) WoodBurninq(d)
No/Type of Fireplaces Prooosed: Gas Aopliances (?. ) Gas Loqs ( | ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (X)Does a Fire Sprinkler System Exist: Yes ( ) No (X)
DRB
F:/everyone/forms/bldgperm
of Construction:
*******************************'r****o*FOR OFFICE USE ONLY***********************************+**
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PNELIilItr{ARY ST'BSOIL STTIDY
rOR TOUITIDATIOIf DESIGN
FROPOSD RESIDEI{CE
LOT 9, SONEST GI,F]N SIIBDTYITIION
4460 GIJN FAII,S I.A}IE
VNL, COLORADO
JOB NO. 100 49t
JTJLYa 2000
PNEFAB$} FOR:
IIIR. and MnS, I"ARRY STEWART
C/O CRAI{D EAGLS HROggRflES
AfIN: DOUGABH,
P.O. BOX686
EDWAITDS,COLONADO 81GI2
PL[.! 9'&X979tt
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SEP. 1.4681 8:42i1"1 PFIi€ D.PLC,RFTI -tr N0. 667 P ,e.?A
sooRrrr - PAwLAK cEoIBcnNI"0h..
IuIy 7, 2000
Mr, ald Mrs. Lany Stew"ari
c/o Graod Eaglc kopenies
Aau Doq Abel
P,O. Box 685 Job Nc.100 498
Blwads, Col,orado 81632
Subject: Rcport Transmirtal Preliminary Subsoil Study for Foudatiou Desigu,
Proposed Resideuce, Lot 9, Forcst Gleu Subdivisiou, 4460 Gl€a Falls
lane, Vail, Color.ldo
Deaf Mr. and Mrs. Stcwan:
As requcsted, we b,ave conducted a subsoil srudy for the ProPoscd tesideoce at fte
subjea eitc.
Subsruface couditions ercoulteled in the exploratory borings drilqJ iD thc ss$rmed
builditrg area, bclow abour ? to 4 feet of fill and tcrpsoil, coasist of uedium stiff sandy
clCy sdd silt overlying nediu-n dense sand wlti gravel at deptbs ftom aborn 9 th ta 17
fest. Otouodwdttr wan racotuilered iE tbe borings betwe€o about 11 to ti fetr below
the grouad sruface. The upper soils were moist to very uoist, Ibe iabontory trstbg
indicares tbc clay and silt soils are noderately to higbly coropressible ruda nrebrrgc
loadiug.
Sprcad footiagS placed oa the upper strual soils uay be suitable fu building $ryport
with a risk of lolg eru, scttlcncu ard builditg distrGssr l-owu setdmcnr rirk
slnmstives ioaludc a mat foundatiou oa beuiog os the less comEesr$la aald Or gfavel
subsoils sucb as wfuh driven or drilled piles-
The report whic.h follows dcscribes our explocatioo' sllnt[afizEg sut finrlings, ald
presenis oru rccotmrendar,ions, It is inryoraat that we providc cosubttion duing
O"rigo, ald fiild serYiccs dr,ring consruaion to rwicw aad oodtos frc inplcoeaatiou
cf thc geotcchdcat reconrcndations,
If pu bave any questions rogarding tlis report, please contact us.
Sincrrely,
. PAWLAK GEOTECTINICAL, INC.
DavidA Y
DAY/tl/ks
. w, !,?@a! 8:43Flt1 FR:I€ E{PLORFT: ..N NO.B57 P,1r?fr
TABLE O['CONTEI\ITS
PUIRPOSEANDSCOPEOFSI{JDY ......,I
PROPOSEDCONSTRUCTION ... ...... I
SITE COI.IDfflONS
FIELDHCPLORATION
SI'BSURFACE CONDITTO N.E
FOUNDATION BEARING COI{DITTONS
DESIGN RECOMMENDAfiONS
SPRET{D FOOTINGS OR IY{AT
FOI'NDATTON AND RET.C,INN\TG WALIJ
FLOOR SIJ3S
UNDERDRAIN SYSTEM
SITE GMDING
STJRFACEDMINAGE
LIMITATIO}.iS
FIGI'RE i . LOCATION OF E'PLOR"ATORY BORINC}S
FIGURE 2 - I,OGS OF E>GLOMTORY BORINGS
FIGTJRE 3 .IJGEND AhP NOTES
FIGURES 4 .6 . SWELL-CONSOLIDATION TEST RESULTS
FIGT]RE 7 - GNADATION TE5T RESULTS
TABI.E I . SUMMARY OF II.BORATORY TEST RESULTS
3
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. sEP, 1.2841 6:43Ffl FR:t'r- rlpL0RHT:r{.r
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PURFOSE AIrID $COPE oF SIIJDY
This reporr preso[ts the resuJts of I preliminary subsoil snrdy ftr a proposcd
resideoce to be lscated on Lot 9, Forcst Glcn Subdivisioo, 4460 Gleo Fall6 [,age' Vail,
Colorado. Tho project site is showu oa Fig. 1. Tb! PqPosE of tbe sUdy was to
devclop recoflsenda[ious for th.e forur,Jarion design, Thc snrdy wu cooductBd iD
accordarcc wi& our agtecdenl for geolechnical engiaeeriag services rc Mr' and Mrs'
Larry Srcwltt c/o Gra.od Eagle hopenies darcd Jue 9, 2000. Ponstial pologic
hazard impects to the properq' arc i:eyond the scope of our work.
A field exploratiou progrtun cousisung of exploramry borings was conftred to
obuiu infomsdoa otr sttbstfface ccndrions. Sanples sf thc zubsoils obtaiacd duri4
the ffeld cxploratioo wero tcsted irr the laborotor.v to determiae tbeh slsssifradoo,
congrcssibiliry Or swell aad ot][e! eng.aeering cbaractecisdcs. The res;]b of tbe field
erplor$ion aod laboratory cstiag were aaaiyzcd m develop rtcommendations br
fouodation types, deptfu anri allowable Pressures for t!,e proposod buildfsg foudatiou
Thin rcport flrunarizEs thc dae, obtaued dudng fis study ald presclt$ our
colclusions, d€sigD reco--.ndaticu aad otrsr georccboical mginesring cstrsidemtions
bascd on tlc proposed coastnrctioa ard tbe subsoit coditioos lscdu!fiercd.
FROPOSED CONSIR,USTTON
Bullrllry plaru bad uat beetr de're'bped at the drnc d our smdy. Wc ttldeso8nd
hc findiogs of our mrdy wilt bc cousidsed in the pprchase of tto propcrry. T[e assume
thc rCgirlrOce will be a 2 ro 3 .ttcry scuc'lufe q/fth a c,?tkout baee'Dstrt level located in
&e uea of our exploratory borings si:owr on, Fig. 1, Grading for tho sfircture ie
assuoed to bs relafively rainor witl, r:ut dcptls bcf*reto abod 4 tD t0 ftet. We assunc
relatively Ught firstarioe loadicgs, lypicd ot'the propmcd type of consttrction,
whee build,ing location, gradru aod loading infor:aetlon [ave beeo devcloped,
we sLoUld be uodied to re-evaluatE the recommcndatiors prescnrcd in tbis report'
i{.P GEOTECII
. sEP. t.eBE1 gr4c:+,t C4PLORATIOF.N0,667 P.5/?A
srr'E coi-{DrHol{8
ltc lot ls vaca$ asd Iscatcd in hlly tcrrainabow the Gieo Fatls Lauc cul{e-
sac. Tte grcrund s',rhce stopes moderateii'dOwt tO tbs nOrtleESt. ElWuiOnarsosr the
assua€d building sitc is ebout 12 to tS feer lbere is a shallow drainage above the
hilditg rite tbat was dry at the tirne of our ficld work, VcgcEtios clssist 0f gress
and wecds with areas of aepeu lod evrltgreen Uees. Along tbe $outhwest sidc of thc lot
tbe hi[side beco$€s steep Tbe eastern edge of the lot bas solnc fill appucotly
deposiad fron prwious iebris flow afiivity. A &aiDAge chaElcl ltcludtsg fll berms
futbrr tO tbe east was reponediy corumrt€d to mitigrfe ths dcblis flow risk in the
ana,
NI,I..D EXPLOBATION
TbE fr61d exploration for tbe project wal colductcd on Ilue 23, 2000. Two
etplofatory bori$gs rvcrc di'died al r'tre lacati,oas sbovra ou Fig. I fn €5/ilut'e flE
sub$rfa{E couiitions. The uorhg lccadoor wert $ $que$tod by tle realtor' Doug
Ahcl. Tbo bothgE wure advaqssd wiib + irch dieseter cosiurrous flight augcrs
pow€ffd by a t[ck-uorulcC i-oagycar BK-s 1IID &iII rig. Aceel oE 6c lot sas
limited duc lo tbc t€rraiu, The oorings we$ logged by a relcescmive of ilcpworth'
Pawl* Gaotccboical, Ire.
$iqlles of tle zubscils wer: ukea with 1% i!E! aud 2 ioc[ I.D. gpoot
suplcrs, lte umplen rvsre drivco Llto fte subsolls atvcifls ilcpths wihblows
ftffi a 140 poudd harr8cr tralliog :i0 inches. ltis tlst is similal to tle staailald
peogadm mst rlercribed by ASTM Me',lod D-15E6, Ths Pdnctradog rcsi$an6o v'dtrcs
asa tn indicadqn of tre rejanve d€o$ry' or consi$cncy sf tbc subcoils. Doptls at whicb
rle SaryleS Wcre t?l,eo uno -3i pciEtradon resistance va]Um Are SbOwu ou the LOgs of
Explontofy Bgricgg. Fig. 'J 'Ibe :,itstplcs crere lengled to olII leborsttry for rcview
by t[o proje* ctrgi$lt ard rijslrlg.
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stiB$ URTACE CONDnIoIitS
ftaphic logs of the sr$snrace cosdiriols a,eorrstered q tbe site are srcwa oII
Fig, 2. The subeoiJs consist of n:r ro abou! ? fost of fill over 1 to 2 feet of orgraru
roproil uudcrlain by uediual sriff sandy clay and silr. Below d4rbs of ebout gyt ts t1
Fst iE &c bori4gs, mediun dense sil11 clayey sasd wift gravel aad scattcrcd cobbles
uras encormtered t0 the dd[d deFh of 21 foet at Borbg I, Ar Boriug 2, tbe silty
clayry sards were uodedah by relatively deuse, silty claycy sandy gravel mataining
cobblss. a-od boll<lers at a depth of -1,1 ibet which e:cnndcd to rhc dqpth drillcd of 24
fta. Drilliug with auger eguipaen-. wag diffcult in the c,obble and bouldcr soils.
Laboratory 6ting pcrforned on satoples obained from tbe bo,hiogs hcluded
ffirural ooisture Fli€nr ald d€dsiry, rod gradation aaalyses. REstrlB of consolidation
tcting pcrforned ol rolativeg uldi8tubed &ive sampleo of tho clay ard sllt, Feseuted
oa Figr. 4 - 6, indhate the soils possess low to soderate couryressibitity uadcr
eaditione of ligtt cracharge tpadtrrg and wcfriag. rte eaqleE rlowod uodsare to
high coryressiblillty wheo hading was iaffsas€d after wedug. RrsulB of a gradatiol
amlysis Ferfumcd ot a small diamerer drive sample (minrrs t'1 lnch fraction) of the
sard subsoib are sbocm oa Fig, 7. Tbc Isbomrory t€stitrg is sEuoarls,cd h Tabtc L
Free rvatcr was €f,couilored ia Ec borlrgE s tbc tbc of drillhg end c,te!
&cckcd 5 days lata rt deptbs ftom abour 1t to 15 ftet. Il€ upcr soils wecc rnoisn to
very moist.
FOINDATION BEARING CONI}rIIONS
Thc r4per cley ad silt soils possess low berring "'.Facity aad uoderale
setflcurot poteatiel. Ligkly loadctl spread fuotiogs beadtg o thece solls tray be
ftasiblc f0r fouldatiqu supportwitb a rlsk of long ter:n seftlmmt ud disEess, bwu
EeBlffiat ris& altGrDadves ircludc drivea or drillcd piles 6rt erdfld irto tln stdfflyilg
gfaaular goilt or a mat foundation pl*ceil on the nlnual soils or coryacfed stuctual
. illl. Suitbl. pilcs qmes may ioclude pipc pilos, driilcd augcr castpitae ald telical
picte. worki$ crpacitics arc arpccrcd to be ia rhe rrsgc of 15 tDSo totrl. Pfovidcd
bolow arc rccmnffdatiour for a sballow foundatioo. systeo, trthen pleliniwy pbnr
FI+ GFoTEcfl
' SEP. 1. eEAl 8:45Ffl FRil'F ElF'-0Rr:iT:ON
.
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for the proposed builtting have beos d,eveloped, we slouid couduct ddidonel a.oalysis
lbr ftrudation, gradiog aod drainage desigus. Addirioual subsurface explmation cotltl
bc nccdcd for a deep fouudation design.
DESIGN NECOMME.IDATIONE
SPF€AD FOOTINGS OR tttAT
A shallow forrnd:tiors bearrng ou the upper compre$ible soils will bave a dsk of
Ioog rerm setlemeut aad building disress, A mat fuirndation ald compacted structural
fill will belp rcdue the senlecccnr risk
The foUowiqg recoilEedatiotre are preseoted for prelim;nary for:ndadon desigl'
l) Footings or Est placed on rbe rrrdisnrrbed naoral soils slould bc
dcsigncd for aa allowable soil beariry pres$m of 800 psf. Scltlemeurc
could be in tbe raage of I to 2 isphes or more 3!d will likcly be
differeotial,
. 2) The footings should bave a mioiuum width of 20 ircbol for continrous
walh aad 2 ftet for lsolatcd PaG.
3) Ererior fmtings and footings b€scaf!. ulhcated uees sbodd be provided
with adcquarc soil cover abovc tboir berriry clendos ftr tosc
protectie PlareocU of founfutioos at lcast't8 inchcs bclos e$erior
gradc is ggicallY used in fhir arca
4) coarinror:s fousdation walls sbould bc rcbfor€ld top and bottou to sPE!.
iocal aaornrlies aEd liEit tle effccts of aliftrccial s€tlc[lerls, sucb as
by aeurmin5 all ulsrlppafted lcugu of u lcast t4 feEt- Foudatlon wsls
actiug as ls,rinin'r smlcnlss slould also be dcsigued to rcsist latiraf
eartb pressurel as iiisqssed il trc oForndation aud Retaining Wdls"
lectiou ofthrs report.
5) All exisriag nll, ropsoii ad auy loose ot disaubed soils shottld be
removed to expose tlre uudisnuberl ngnual soils' Tiack'nouuted
excavanos cqui:imcri is reconrmcodcd b prwed disU$ancc rld runilg
of the exc*rvauou subgrade. If weter sc€P8ge is ercouutered' fre fmting
H-P GEOTECh
gP. !,a?,ej. A:46S1 r.'(PLoFf,T:0N NO.867 ?.BftA
.5 -
afeas sbould be dewi;sred belbre concxete placeo.eul. Ti:e dewataiug
canprobahiy be dcae by trcnches placed ontsidc footing areas ald sloped
to gravity outlet, Structural fill uay be needed to develoP a zuitable
fort.udado[beadng subgrade and could bc uscdto help Iimit s€ttlcrffot
potcotial, The stnrcnrral fill should be rclatirely a well graded gEaruhr
materirl witb a rusxfuruIa siae of 6 iaches and lcss rhas 15% p*sing the
No. 2fb sieve, Ccnracrio; should be at least 95% of stoldard Proctor
dcCIsity.
g) A represetrlauYe of the ge.xechaical enginear should obscne all fooung
srcararions prior ta conct<:;e placoueu to evaluatc b€ari4 condfuions
aad et'aluate st$cnral fiIl for coupactiou'
FOLNDATION Ah'D RBTAJIi-NG 11'A1.LS
Fo."dario! nalls and rsur*rag sru;nu+s whict are lateraliy suPPorted and cau
be eXpccted to Udergo ody e sirg* alLoltlli of ocflcction shoEld be dcsigned for a
laneral earth pressr:,rc coroputd oc !e basis of aa oquivaleiu fluid unit weight of 60 pcf
for backfll consisfug of tbe os-site roils, Caatilcvecd:ctaining sEuc'urres wbich qe
sepamre ftou tbe lrail residercc a:rl ca.o bc erpe#d to rie0sct sufficies0y to mobilizE
the ftrlt active earrtr Pressure eouj:iJ,itr sbouid bc rteslgped for a [esral esrth presnuo
cofiputed oD lhe bosis of m equiva;cnr f.uid uuit wcigbt of 50 pef for L'ackftll eotsisti4
of tbe oreirc scds. Tbe *cli oack^frii shculd not cuail vegeAdon topsoU ol oversigEd
toch.
All ioundatior, aLr rewlug smicfJrcs sbould be designcd fof aX,proPriate
bydrostslir rri srrcbargc press'rres iosh as adjaccol ftoilags, teffis, con$ilctiou
matsrials ad equipnat. Tbe p,essures r€cor@cDded above assuoe drai!€d conditiols
bchind thr wallr aad a horuonral backfill n:rfacp. Thc builthp of wat€t behind a cralt
or a.a trpward sloping 'oackfill srr.,Jace qill ilgease the Isteral Pres$$€ imposed on a
f:uadslioo wau or rereining su'uctur$. an rmderdfEil should be providd to prwcBl
bydrosatic pcssurc buildup oebiad wails.
Balljtu cbould be placed in unrfsm lifts rad coopacted to al least 90% of tbs
sa;irnpra starrd:rd PIOCIOr deUiry ar a ooistUe co!$!t rcar optlmom coff'lt sligltly
above optiune- Bacffll in paveacnt and wslhvay alea8 should be coepactcd b at
r l'S.r
o
H.P GEOTECH
- SEP. 1, aEEl €! 47F[r.E4PLf '.rf;T I 0{-l N0.067 P .9./?B
-o-
least 95 % of the maximum srand$d Proctor deasity. Care should be taken mt h
overcompa$ thc backfrll or use large equipment aear tie wall, since this could calse
gxcesEive labral prusure ou the wall, Some sedement of deep fouodadon wall backfiU
ebould be expected, ev€n ifrhe uarcrial is placed correctly, ard could re$$t ia distcss
to ftcilities corshrttcd ou tbe backf,rll,
The larcral resisance of fonudation or reuiaing wall footitgs wili be a
combiaarioa of tbe slirliog rcsistancc of the spread footiry on thc foundation materials
aad passive earth pressure against tbe side of tha footing, Rcsieuoce to sliditg at fre
bottoms of tbp fuorings can be calcuiated bared oc a coefEcie'lt of fictioo of 0.35. '
Pa.ssivc prcssure of compacted bacl$lt against tbe sides of thc foorings cau be calculatcd
usiug al equivaleat fluid unit weighr of 300 pcf. The coefficisr of ftictioo ard passive
pressu&. vrlues recmmesded above assumc ultinatc soii strength. Suitable factors bf
safety shouid bc inciuded in the desigq to tinit the strEin which will occtll u thc
ultinato sficdgth, pardadarly in tbe case of passive resistasce. Fill placcd against the
sidcs of thc footings to rasist latcral loqd( sbould bc coapacted to at least 95% of fte
maximum sfil,dard Proctor deosity ar a moisture collstrt rcer ogdouo,
FIOOR SI.ABS
The latual oq-site soils, ercluslve of topsoil, are suihblc to suppon lighity
loded slab+rgradc corstruaim, Thcrc could bc some diffEscntial sefrlemecl if
rpead frotlngs support the buildiDg. To redice tbr eff€cts of sooe difbrendal
Eov@!ot., floor elabs shottJdbc scprarcd fionall bca&g walls andeoftrmns rrirl
expauioa joints which allon' unrxtahed vcrtical 6oveo$EL Floor Elab contol joiuts
should be used to rcduae drnegc due to sbrhEage cresHag, The requireucm fu joiut
spacing anrt slab rehforcemenr should be esablishcd by thc desigcr based on
cxpcricncc and tbe iateuded shb use, I rninimuul { iacb layw of free-draidry gravel
should be giacorl beacath basetncot levci slabs to frcilitate &ainage. This @tefial
ehould colsist of nlour 2 inch aggregare with et least 50% reainsd on tbe No, 4 sieve
end less thEa )fi p{ssi:lg the Yo. ?00 sieve.
AII fill nareriats for support of f,mr slabs shodt be conryacted ro a! teasr 9596
of maximtrn stanttard hocrci oeusity at a moisnrrp coutat lgar optioun. Requircd
PRiME
o
H.F GEOTICH
L.?az: 8:47Ft1 r .:PLr tfiTi Il NO.A67 P,!W?A
-7-
fill can co!$isr of &e *n-sitl roils. or nrlable bported grantrlar soil., devoid of
vegetadon, bpsoil aad ovssr-zed rock.
UNDERDRAIN SYSTEIYI
Frcc rvaer war e!-currered duriug our explcrathn s.nd it bas been ou
experience in mou$aiuo;: ar;us tlul groundwarer lcvel oay rise or local perched
groundwater nray develol: dur':ug timcs of hcauy prccipitation or seasonai ruDoff.
Frozcn grortnd during spring ru,noff can also cre€,te a percbed connition. We
rccoEmeDd beiow-grace :;0nrifftlcl1oL, suc,h as eeining walls, crawlspace rnd basement
areas, be protretcxi Aorn *,renrng aod bydrostaric presstre buildup by ao uaderdrEin
9y8rcn.
The &air^o sLould :oan.:rx of orainpipe phced in thc lcrtom of the vail beclrfill
gurrounded above thc rnvi:ft i;rel e7ffi frgs+dning gla$rtax 1latefidl. Tbo o!ai!
should be plac.cc at Each lwcl of excevadoa and at lcast 1 foot oelow lowest adjaceot
finish grade a!{l sloped a a ni:rimurn LVo ro a nritabls gravigv outlet' Freedraining
grroular ustedrl uscd ia ' r u:derdra^u sy6te@ sbould cgltain lurs tllu 2% passlng the
No. 200 gi€ve, less tbss ' % E;iJsiog tbe No. 4 sieve ald har-e a,,,.,o,-*-itnum sice c'3
2 |lcbcs. The drai- gr.; !a+{irt shouid be at least 1% l-eet decP.
SIIE CIRADNG
Thc risk ot'ccrstucuon-induced slope irsabitity * tte sitc appears lor
Frovided the buiidisg is lotste<l seiow tic giesp sloFe as FhsDd ald qS 8d fill d€Ptb
are timitcd. We usugc die cur ttp:ls for thc bascmcnt lertel wi[ Eot eficced oDp lsYel,
about 8 to i0 feet tas trot cxrenr. intc the grormduater levol. Enb@h€d fills shottld
bc liEitec, tO erour 8 ard sb,tuld he c{,4Famed to at lcast 95S of tle oaxinr:m sUdard
Proctor d€osity uear optimrrn: Boiinuc coutsln, Fills placed below buildi4 aras
ebculd Dot cxtepd nore thaa a few teet a&ve the exisd.uS grot$d sur&ce 6lirnit
srucharge lOarting oo fre c,-mp:essible subsoils. Prior to fill placemCaf' tbc eubgrade
sbould be cafefuUy prcpared b!' removisg dl vegeration and Opsoil and coryastitrg i0
95S srqadnrd Proctor deetrtl' The fill shor:ld b* b€oched into the portions of tbe
hiltslds cxcccdiag 20 % gJadc.
iR:t/,,r
o
H+ GEOTEOJ
' sEP. 1.a661 6:4EFS1 EllPLoFr iTir t'l NLr. 867 P . lLt'?tr
-8-
Peroanent uffetaired :ut aod fill slopcs sholrld be gaded at 2 horizon:al to
1 vertical or f1atFr and protected against erosion by revegetation or otber Eeans. Thc
risk of slopc ilstabilib, will be iacreaeetl if seepage is eqpouuicssd i! suts rd, flafier
slopcs may be necessary, If seepage is encoulered ia peroarcot s1rts, ar invcstiguion
ebould be cosductcd to dctermbe if ibe seepage will adre"rsely affect thc cut stebility.
This orfice sbould rwiew site gading plans for thE proJect prior to construetiou
STJRFACE DMJNAGE
.The following draiuge precaudons should be obserned d:riag coostucdon and
mahteiDed at all tirrrs after the rcsidcacc ard underslab areas sbould bc avoided dub.g
coDstructio!,
1) Inuodatioa of the fouadados, excavatios ad underslab arcas should be
avoided during constructiou.
2) Extorior bac!fill should be adjrxted to near opdmum moisure ald
cotrpacted to at least 95 % of the naxinum sErdard hoctor deosity itr
pavcment aod slab areas ald h et lcast 90% of tb* uaximm staderd
Proetor.deosity in landscape areas'
3) The grouad sur{ace surrounding thc e'xrerior 0f 6e buildiag shotild be
stoped o drain away tom the bwdation in all dirccdms, We
resoencild a minimum slope of 12 incbcs in thc first 16 1661 ia nnFaYed
arcas and s minimurn slopc of 3 inches ia frc filgt 10 ftet in paved uear'
Free.draiuing sall baddll should bE cryd with ebsut 2 fcet of the
ou-site soils to reduce surhcc water inflfifion.
4) Roof domspous aad dnias should diecbarge wdl beyod th: limirs of
all baclfill.
llMITATIO!$S
This ttuciy ha; beeo coo.d.ueed h accordance wtrb generally accepted
geotecblhol eOgtneeriug principles and practiccs is tbis rta at ttis tisc, We uake no
srarra$y cithcr axprcescd or inplied" Tbl1 couchrsions eld 1pcomgffidations rub'oimd
il tbts report ale basccr upor thc data obtained ftou &c eryl6raf6ry borings dliled ar
t"rH
o
H-P GEOTETH
' sEP, 1. aEEl 8r 48Ff,1 t\1.A67 F . 13,;?
-9 -o
tte leruioag indiqated m FlS. 1, lbE assurud qpe of corsrnrcdon and our cxpeiencc
in rhe area. Our tindings include ulterpoladotr asl extrapolatiou of 'Se subsu$ftce
conditions identrfied ar tle exploraory bori*s ald variations in the subsudace
conditiols may not become eviricnt undl excavation is pcrforn:ed. If conditiou.i
eacoutered druing coustuction appaar differeot froo rhose descrlbed In this reporq we
sbould be nottfild so that r+evaluadon of the reconnffdatioEs may be me(le ,
Tbis repon has beea prepared for ibe exclttsive use by oru clieut for proliminary
dcsigl purposes, We are oot respoasible for technlcal inter?retations by otbers of our
inforretioo. As tbe project evclves, we should prwide coutisued consulation aa1t field
savices during cousuuctroa to review ald monilor tbe implcnclurion of otu
recoogrndatioos, a!d.to veris ttrat ttre rccomnendatiog bave becn appropriatcly
iaterprered. Siglificart desrgn cha4es may requirc edditioual analysis or uodifcations
to the recoromdatiocs prcseurcd hereio. We recouneud Oo-sltc observation of
of,cavadols and foundation bearug strata ald rcsting of struc[rral fitl by a
rcpresentative of ihe galtechnicaf eosi!€cr.
Shcerely,
iNc.
SavenL, Prwlak, P,E.
DAY/U,lcsm
tr..fr
a
D:PLnRFTi,:f'
David A Tcuag,
Favicwcd byl
H+ GEOTECH
ffirff":'l **je\
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BORING 1
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LOT 6
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APFRO){ilA]E SCALE
t'= S0'
LOCATIOT.I OF E(PLORATORY BORINGS HEFYIOR]H - PAII/LAK
GEOTACHNICAL. INC.
FR:l'l:i EiPL(rRFTIDll
o
BORING 1
ELEV. - -115-1'
BORINO 2
EtEv. - 102.2'
c f
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DD-9?
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Nota Enlonction of synbots ls drouen cn Flg' 3'
LOGS OF E$LORATORY BORINGS HEPWORTIT - FAW.AK
GEOTECHNICAL INC.
. s,P, !,?AAT B!sAAM FRII.F| E}:PLORRTICf{N0.85? P, Ls/?A
LEGEND: .
rvrv|U l l RU.i rnanplocod rllty doy s!flr rottercd grov:l ond cobbl€, aoft io msdium rtiff, mqist, dork brown.
tal
H
hj ToFsOlt : ongonlc rllty cloy, mrdium stiff, moiat dork brown.
bJ
n
V ) d-AY AND SLT (CL-ML); rondy to vry sondy, rnadium rtiff, moist io very moia{ bocaming wet nedr
Ll ond bolow frca sotcr l6vc, mix.d dork brown to brown.
aa!,
[-ftl SAND (SM-SC); grovclly *ith scoi,:arcc cobblsg, proboble bouldars olty' clolcy' medium dlnsq wat
EEI brown.
ET
EE CRA\,EL AND CoBEAS (cl/-GC); with probable bculders, sondy, cloyey, silty. dense, wet, brorvn.
l'!)Eic
I
n Relotivaly undirturbcd driw sornple; 2-inch [D' Colifornic liner EcmFl€'
l-
t Dri,c lsmplcl stondqrd pcnatration tcst ( SFT ), 1 3/6-hch l.D. stllt qooon somple. ASTl,l D - 1586.
l'
__ ,_ _ Driw romDle blow easn! IndlcotsE thot 18 blows of o 140-rnund hcmrnar folllnq 30 inchEs uers
lE./lz 73ouFg6 tb dn'w the Collforniq ar SFT somplcr 12 lnchcs-
6l {# OOU cl frcc wotar tav.l in boru E ond numbcr af dola ofirr dfllling m€clurdYlenl wos mqclc.
--) D$th ot. whlch bo!'lnE cctvcd when mccsurrd m tJunc 28. 2Om.
T prccilc{l rls rcfulo|. lvhrrs *hown obow bottorn of log. lndtoctca thct tnultlpl. otbmFt3 trrrc rnodc
I to odwncc-fhc boring'
NOTEF
l. Eotorotory bEringr xara drllcd on June 23, 2OOO wfth 6 /Flnch dlomotcr con ti'rurus flight porer ouEor'
e Lclougnl of eglorctsry borlngs aGrc m.sdJrad opProrimot.ly by toPhg lrom faafurlr oh the slt! Plan
pnr{dcd'
S. Ervadonr of cnplorctory borlnga wcre 6(!tu?rd by lnstrument lcrnl qnd rcfer to th. Bcndl Mdrt
drglm o.1 Ffg. 1. Eortrg loEi !r€ drown to dcpth'
4. thc ildorctory borinE tocatlons ond Cswume ahor.rld bc conlld.trd occurdtr only to tha degree imptled
by tfrr ndrod urod.
3. ltr llncr bct{.on motlriolt thoflr on thr .rplcrotory b6flnq logt reprcr;r i' the opproximotc bosndones
brtwcn motrriol tlf.8 qild transltlons moy bc grodudl.
6, Wai,.r lard ru€dlnga rhowrr on thr logr vrre mods at thc time qnd undcr th' conditions hdlcctcd'
Fluctrqtion ln votrr lcrci moy occur uith tim..
7. kborotorY Trstlng Rrdtu
ufcrlihtrCanbt(*)
00, - ory Domtty ( pcf )++ r F]E nt rrtokrcd on Ho. * lioro,
-200 r Pa'cant 9o.dng l{o. 20o tlcia .
100 +98 HEPWORTH - FAWLAK
GEOTECHNICAL INC.
LEGEND AND NOTES ilg, o
5EP, 1.4601 3r5A1'1 FR:l'fr E{PLURFTI
Moisfurc Content = t7.J Dlrc€nt
Dry D€nsfty = 97 Pcf
Somplc o* Vory Sondy ClaY ond Sflt
Fmm: BcrinE 1 ot 5 Feet
N
6
E 0 !
a
E
G'o
10
AFPLTED PREIil}URE - KSf
SII,ELL-CONSOUDAION IEST RESULTS
sEP, x.aAA1 835 Ffi fi{Pl
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c .fir
I I E4
10
tl
0.1 1-0 10
APPUED FRESSURE - kst
100
Molsfure Contcnt =Dry Dcnsity =
27,8 p.recnt
83 pcf
Somplc of Sandy 0oy dnd Silt
Frcm; Bqing 1 of 10 Feet
Comprassion
upon
wctting
\
\
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100 +EE HEPWORT}I - PAII!jI(
GEOTECHNICAL, INC.SIIIEI!-CONSOUDAIION TEST RESULTS Frg. r
' sEP. 1.e0a1 E : 52tr1 FF : I€ D:PLORIiT : '
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5
6
7
I
9
10
0.i 1.0 10
APPUED PRESSURE - KTf
100
Molstlrg Cmtcnt -
DrY DantitY -28.7 p€rcrnt 87 pcf
Sompie of: Scndy Goy snd Siit
Fn:nr: Boring 2 ct 5 Fcct
.No mowment
uPon
nottinO
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100 4sE HEPIVORTH - PAIII-AK
GEOTECHNICAL. INC.SWELL-CONSOUDATIOI{ TEST RESJLTS flg. 6
' SEP. 1 , aAAl B:SaSi PR:ffii $iFLOEFTITIN NO.A67 P,!9/?A
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DIAI'EIER OF PARNq-ES IN HII.jJME'TERS
'!4 t;o s
GfiA\GL 13
UQUID LIMIT
SAND EA SIL? AND CLAY 24
PLASISTY INDO(
SAMPLE OF: Osyly Stlty Sond with Crovel FROM: Borlng 2 ot 15 qnd 20 Feet Cornbincd
100 498 HEFWORTH - PAW.AK
OEOTECHNICAL. INC.GRADATION IEST RESULTS fig. 7
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. -244 14-2 6-1{ 6-10-15 1r-E-12 14+9 1$4{ lS.fi *54 zs-fi{
44-2 4-Gt4 0-Sl5 2-9-13
5x6 24n3 G9n5 4414 44-2 244
7.0Qffi.5 y9115-. G 7x17.g M'16.r_-
Scale = 1:62.6
SPACTNG 2-04
Plates Incrgaso 1.00
Lumber Increasa 1.00
Roo Stross Incr YES Code UBC/ANS|95
DEFL in (locl l/dofl VertlLL) -O.19 O >999
Vert(TL) 4.22 O >999
Horz(TLl 0.05 L n/a
13t LC LL Min l/defl - 240
tOADltlG lpst)TCLL 80.0 TCOL I O.0 BCLL O.O BCDL 10.0
I.UMBER
TOP CHORD 2 X I SPF-S 1650F 1.5E
BOT CHORD 2X 8 SPF.S 1950F1.5E WEBS 2X4WWStud
WEOGE
L6tr: 2 X 4 WW Stud, Right: 2 X 4 WW Stud
REACTIONS (lb/siz6l B=325O/O-5-8. L-325O/0-5-8
ERACING
TOP CHORD Sheethed or 4-5-4 oc ourlins.
BOT CHORD Rigid ceiling dirsctly applied or 1O-0-O oc bracing.WESS 2 Rows at 1/3 Dls F-H
PLATES
M[20
M[16
Woight; 151 lb
GRIP
1 69/123
r09/70
Max Horz B=366lload c8se 4)
Max Uplift B = -3O50oad case 5), L'-305(load case 5l
FORCES (bl - First Load Cass Only
TOP CHORD A-B-171, B-C=-3755, c-D=-3513, D-E--3289, E-F =-2822, F-G=-798, G-H=-798, H-t =-2822,l-J --3289,
J-K =-3513, K-L=-3754, L-M = 171
BOT CHORO B-R=2826. O-R=2826, P-o-2841, O-P-2841, N-O=2826, L-N-2826 WEBS F-S=-2302, H-S=-2302, E-O=639, l-O-639, C-R=-305, K-N--305, C-O=19, K-O-19, c-S=168
NOTES
1) This truss has b66n chock8d lor unbalancsd loading cqnditions.
2l This truss has b6an dasign€d for tha wind loads gen€rat6d by 85 mph winds at 25 ft abovo gror,nd love,, using 5,0 E|3 top
chord doad load and 5.O psf bottom chord dsad load, 10O mi from hur,icane ocoanlino, on an occupancy cat6go.y l, condition I
enclosod building, ot dimensions l OO ft by 100 ft with €xposure C ASCE 7-93 per UBC/ANS|95 lf end venicals or cantilov€rs
oxisl, thay aro oxposod to wind. lt po.chss exist, they aro not axposed to wind. Tho lumbor DOL incr6as6 is 1.33, and rhs
plato grip incrsas8 is 1 .33
3) All platos ar6 Mll2O platos unloss oth€rwiss indicated.
4l This truss has b€on d€signod Ior a 1O.0 pst bottom chord live load nonconcur6nt with any othor llv6 loads De. Tablo No. 16-8,
uBc-94.
5) Ceilino daad load 110.0 psf) on member(s). E F, Hl, F-S, H-S
6l Bottom chord livs load l4O.O psl) .nd additional bottom chord daad load 110.0 psf) appliod only lo room. O-O
7) Provido m€chanical conn6ction (by oth€rs) of truss to bearing plats capablo of withstanding 3O5 lb uplift at joint B and 3O5 lb
uplifr ar ioint L.
8) Thi3 truss has brsn d6signsd with ANSI/TPI 1-1995 critoria.
LOAD CASEISI Standard f.s'"*Tr-T
A WARNING - verif| design pdrat eters und READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
D€Eign valid lor uao only with m|Td connoctots. Thi6 d€Bign iB ba86d only upon paEmotoB shown, and ls for sn l.tdlvidual
buildlng componont to b€ installad and loaded venlcally. Appllc&billly ol de3ign paramsl€rs and pfoper incorpoalion ol
cornporant l8 fosponrJb,,lty o, buildjng d6signEr - nol tuss derignor Eraclng shoyn ls lor lat€al 6upport ol individuel
web mslnbsls only. Addltlonal tonporary bracing lo insuo Btablllly dudng conltruc on 18 tha rasponslblllty ol th€ 6f€cto..
Addllionil pormanant brecino ot lho overall siructura li lhe aospongibillty ot the bulldlng doslgnsr. For g€n€ral guldanca
fagardlng hbricatlon, qualliy control, storage, delivory, or€cllon. and bracing, consult 0ST-88 0urllty Stand.rd, DSB.
69 B.rclng SDrcltlc.tlon, and H18.91 Handllng In.tlllatlon.nd Braclng n.comm.ndatlon avallabls kom lrula
Pl.t Inatltul.,583 D'Onofrlo Drlv., H.dl!on, Wl5$719
PCn t<m-tr5 FO *o
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TRUSFAB INC.
6181 - 335 RD.
NEWCASTLn, CO 87647
Phone: (90)98+2336 Fur 9E4JS33 P,O. BOX ,168
AVON, CO E1620
JobNumber: E633 Page: I
Date: I l-0?-2001 - 3:39:00 pM
koject ID: 8633
Itoject: EToBALD AND SUSAN LBltrbk No:Model: Lot No:
AccountNo: NA Designer: MA
Salesperson; MAR\IINADAIR
Quotc Numb€r:
P.O. Number: 31303
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bl8l JJ5 Rood
New Coslle, Colorodo 81647
(970)984-2JJ6 Ph.
(970)9Ba-j5JJ Fox
Telephone'
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STRUCTURAL CALCT]LATIONS
Town of Vall
OFFIOEGOPY
F'OR
LAW RESIDENCE
VAIL COLORADO
PREPAREDX'OR AISIII{EI,OGHOMES
2666HIGflWAYq}NORIH
vrcToR,MoNTAltA59ST5
(4t6)@,t-34F1
PRf,PARIDBY:BEAI]I}ETIE CONST}LIING ENGINIEK INc.
I3I WESTMAIN STBEET
Mrssour.A, MoNTANA 598t)2
(4{6)721:7315
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TABLE OF CONTENTS
Gensral.......... ......G1-G5
RoofFraming ...RFI-RF37
Headers ..............H1-H10
Floor Framing -Upper Leve1..................... ....FLl-FL9
FloorFraming-Maiukvel .FL1GFL25
Foundation... ...... F1-F11
Laterdl ................L1-Ll4
BEAUDETTE
CONSI'LTING
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PRO.'DCT
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GENERAT NOIES - I..AFT RESTDENCE . VAIL,COLOR]ADO
GENER]AI
1. Contractor shal-I verify all dimensions and job site conditions before commencing work and shall report any discrepancies to the engineer.
2. Use written dimensions. Do not use scaled dimensions. Where no dimension is provided consult the architect or engineer for clarification before proceeding with the work.
3. The design, adequacy and safety of erection bracing, shoring,temporary supports etc. is the sole responsibilj_ty of the cont.ractor and has not been considered by the engineer. The contractor is responsible for the stability of the structure prior to the completion of all shear walIs, roof and floor diaphragms and finish materiaLs.
DESTGN CRTTERIA
1. CODE: 1997 UBC
2. VERTICAL LIVE LOADS:
ROOF - 80 PSF
T-,ATERAL LOADS:
WIND - 80 MPH, Exp. B.SEISMIC- Zone t, I:1 .0
CAST-IN-PI,ACE COTiICRETE
1. CONCRETE: f'c = 3000 PSI at 28 days, normal weight.Max. slump = 3" for sLabs and fooLings.4" for walls, columns and beams.Curing compound: ASTM C309, Type 2, Class B.Construction to be in accordance with ACI 318-83.Location of construction or pour joints must be approved by the engineer unless otherwise shown on these drawings.Concrete sha1l be ai-r-entrained and shall conform to section 3.4.1 of ACI 301-84 for durabj_lity.
2. REINFORCING STEEL: ASTM A615 - Grade 40 for #3.
Grade 50 for #4 and larger.Provide clear embedment of rebar ag designated in ACI-31-8.
WELDED WIRE FABRIC: ASTM A82 and A185 (sheets only)
FIBERMESH: ASTM C-111-6 Type III 4.I.3, 100? homopotymer pol14gropylene fibrill-ated fibers - 1 64 nar ^ rr
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IIASONRY
l-. Stone veneer at fireplace Mortar: ASTM C-270, T]lge S,
L800 PSI at 28 davs.
min. compressive strength of
Grout: ASTM C476 with a min. compressive strength of 2000 PSI at 28 days.
Brick Ties: 'AA Wire Products - AA401,l with AA400", or approved equal, for wood stud construction. Install at 4"veneers spEced at 18" oc. max vertical and 16" o.c. max.horiz.. Use 2-a6 gal-v. nails per anchor for wood stud construction.
Fireplace: Fireplace design and connections to floors and roof shall meet Uniform building code section 3704 (c) unless otherwise noted.
STRUCrURAIT STEEI..
W shapes: ASTM A36 (Dua1 Grade) ,A572 Grade
A992, FY:50ksi
Plates and bars: ASTM A36, Fy = 36 fSf Pipe: ASTM A53 or A501, Fy = :S KSf min.Tubes: ASTM A500. Grade B, Fy = qZ ksi or greater.
3. Bolts: ASTM A307 machine bolts (M.B.) unless otherwise indicated as A325 high strength bolts (H.S.B.)
Expansion boLts(E.B): "Hilti- Kwik Bolt" or approved equal .Adhesive anchors: "Hilti HVAr or approved equal.
4. Welding Electrodes or Wires: AWS A5.1 or A5.5, E70XX: AWS A5.18, E70S-X. Welding shall conform to AWS " Code for Arc and Gas Welding in Buildings". AtI welding shall be performed by a certified welder.
5. Erection and fabrication in accordance with AISC "Specifications for Design, Fabrication and Erection of Structural Steel for Buildinss."
1.
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1. Sawn Lumber: No 2 & Better Douglas Fir/Larch, WWpA grading rules.
Glu-Iaminated members: Simple Span beams: 248-y4
Continuous or Cant. Beams: 248-yB Logs: Lodgepole Pine/: Purlins and Joists - Sawn Round No.
2
ENGEI-,MANN SRUCE Tie Logs and Headers - premium
Walls and Columns - Wall Loq 40
2. Sheathing:
Roof:5/8" - 40/20 CDX, APA approved sheathing.Nailing: 8d G 6" o.c. at panel edges.8d @ 12" o.c. at intermediate rafters. (Unless otherwise noted)
Framing Anchors and Connectors: "Simpson" or approved equal as indlcated
on these drawings.
For nailing not shown on these drawings or in these notes,use UBC Nailing Schedule, Table 25Q.
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PRQIEST
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General tnformatlon
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ES-LP, NO.2 Fb: BasicAllow 900.0 psi etastic wtoCutus t,tOO-O ksi
Spans ConsiderEd Contlnuous over Supporl Fv : Basic Allow 95.0 psi Load Duration Fac,tor '1.OOO
Calculatlons are deslgnsd to 1997 NDS and 1997 UBC Requh€menE
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Descrlptlon
psil 80.8 nqii 900.0 psi: 90o.
Bendlng OK Bendlng OK Bendlng OK Bendlng OK
8.4 33.3 50.2 8.4 95.0 95.0 95.0 95.0 ShearOK ShsarOK ShsarOK Shsar OK
Dsgnr: Rtc|lARD
D6crlpton :
Scopo :
Date: 9:524M. 19 JUN 01
R6,: Slo8oi l5*milt'''.22rtu'!es'*h," Multi-Span Timber Beam .,.,_--.-:^1s.:-"^]
Tlmber Member lnformation
Description
Span
Tlmber Secdon
BoamWdth
Beam Deplh
End Fixitv
Le: Unbrac€d LEngth
MemberType
Live Load Used This Span ?
Dead Load *|fr
Live Load *|fr
Max @ Leff End
Max @ Right End
6 : Aclual
Fb : Allowable
Shear @ Leff
Shear @ Rlght
tu : Actual
Fv : Allowable
tI @ Lei
Toral @ Left
DL @ Right
LL @ Right
Total @ Rlght
max. Deflectlon
@x=
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fi
k
k
psi
Psi
Y* Yes Yes Yes 60.00 60.00 60.00 60.00 24o.@ 240.00 240.00 240.00
0.00
-16.2
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o.?1 4.01 0.90 2.79 2.A9 0.00
st
3.00
12'lo9
10.634
10.634
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1.00
s2
10.00
l? loS
10.634
10.634
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1.00
s3
23.00
12" log
10.634
10.634
Pin - Pin
1.00
s4
3.00 1t log
10.634
10.634
Ph - Freo
1.00
80.8
900.0
3.03
3.75
0.00
0.00
0.00
0.377
3.00
-16.2
0.9
0.0000
0.00
0.90
0.00
0.00
0.00
0.22
0.89
1.11
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-171.4
4.0
0.0000
0.89
1.11
1.36
5.44
6.81
0.091
6.13
5.44
5.81
0.76
3.03
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Results
Reactlons & Deflection
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Descdption
Dato: 1'l:ffi4M. 19 JUN 01
RoYi t1030l i.ii#.iiil6o:oave,s.r.r,zrrtu'tsr@.$n!:n Single Span Beam AnalySiS ^.,-^,.-,_-j-lS,:-,-l
General lnformation
Center Span
Lefr Candlever
Right Cantilever
10.50 ft
ft
ft
Moment of lnErlia
Elastc Modulus
Beam End Fhity
53.800 in4
29,000 ksi
Pin-Pin
Polnt Loads
Magnhude
Location
3.450 k
3.0@ ft
3.450 k
6.000 ft
2.590 k
9.000 ft
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Values
C€nter Locatlon
Momont
Shear
Deflecfion
0.000 ft
0.00 k-ft
4.31 k
0.00000 in
Lsft Cant 0.000 fl
0.00 k-ft
0.00 k
0.@000 in
Rlghtcart 0.000 ft
0.00 k-ft
0.00 k
0.00{F0 ln
Moments... Shears... Reacdons...
Ma( + @ Csnter 15.52 k-ft at 6.00fr @ Left 4.31 k @ Left 4.31 k
Max - @ Cgnter o.o0 k-ft at 10.50 ft @ Right 5.18 k @ Rigl't 5.18 k
@ Len cant o.oo k-ff Maximum 5'18 k
@ Right Cant O.OO k-fi Deflgcdons.'.
@ Center -0.189 in at 5.28 ft
Maxlmum ' 15'52 k-n
@ Lefi cant. o.o0o In at o.0o ft
@ Right Cant 0.000 ln at 0.00fr
Sketch & Dlagram
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Descrlptlon
Ibgnr: RICHARD
D€cdpflon :
Scope :
Date: 11:03AM, 19 JUN 01
R€i: 510ilol
iiif#Hffi#5.1.3,2r.',un'r*e.wrn' Single Span Beam Analysis
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General lnformatlon
Center Span
Left Candlever
Right Cantilevef
23.00 fr
ft
Moment ot lnErtia
Elas[c Modulus
Beam End Fixity
On Left
#1
285.000 in4
29,000 ksi
Pin-Pln
Uniform Loads
On Center Span...
*1 0.212 ktft
Point Loads
Magnitude
Location
10.360 k
11.500 fr T
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Values
Center Locatlon
Moment
Shear
Deflec{ion
0.000 ft
0.00 k-fi
7.62 k
0.00000 in
Left Cant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
RightCant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
Momeds-. Shsars,,. Reacdons.,,
Max+@Conter 73.47 k-ft at 1't.52n @ Left 7.62k @ Left 7.62k
Max - @ Center 0.oo k-ft at o.oo ft @ Right 7.62 k @ Right 7.62 k
@ Left Cant O.OO k-ft Maximum 7 '62 k
@ Right Cant O.OO k-fr Dellecdons...
Maxrmum= 23.47k-fr 3H::., -llllil :l '1.fi|
@ Right Cant 0.000 in at 0.00 ff
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Date: 11:03AM, 1sJUN01
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Descriptlon
Dsgnn RlCl-lqRD
Deacrlpdon :
Scop€ :
Date: 12:4{iPM, 19 JUN 01
ReJ: 51!l0l ffiffis.'.",zrbr1€0e.\'!rr32 Single Span Beam AnalySiS
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Center Span
Lsfi Cantilever
Righl Cantlever
0.450 ktfl
Unlform Loads
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Values
Genbr Locatlon
Moment
Shear
Deflec'tion
0.000 ft
0.00 k-fr
2.05 k
0.00000 in
Left Cant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
RlghlCant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
MomenE... Shears... Reactons..
Ma( + @ C€nt€r 4.66 k-ft at 4.54 fl @ Left 2.05 k @ Lefi 2.05 k
Max - @ Center -2.02 k-ft at 10.00 ft @ Right 2'45 k @ Right 3'80 k
@ t€fi cant o.oo k-fr Maximum 2'45 k
@ Right cant -2.02 k-ft ostlecdons..'
@ C€nter {.147 ln al 4.8:t ff
Marlmum = 4,66 k-ft
@ Len canl o.oo0 in at o.()() ff
@ Right Cant 0.1q) h at 13.@n I
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CONSTILTING
ENGINEERS, INC.
PRQITCT
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Prlntlng & Tlfle Block tab, and ent
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Dsgnr: RICHARD
D6crlptlon :
Scopo :
Ihte: 12:51PM, 19 JUN 01
I Rer 51601
Ue€r: Xl l-603110t. Vor 5.1.3, ZLjul.lggg,lr&31 (0 ls8}l8 E{ERCAIC Single Span Beam Analysis Page 1
Descriptlon LP5 t
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General Information
Center Span
Left Candlever
Right Cantilever
6.00 ft *
3.00 ft
Moment of lnorUa
Elasdc Modulus
Beam End Fxity
491.000 in4
't,'loo ksi
Pin-Pin
0.500 lctfi
Uniform Loads
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Values
Centor Locatlon
Moment
Shsar
Detledion
0.@0 ft
0.00 k-ff
1.12 k
0.00000 in
Left Cant 0.000 fr
0.00 k-n
0.00 k
0.00000 in
Rlghtcant 0.000 ft
0.00 k-fr
0.@ k
0.@000 in
t
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Moments... Shears... Reac{lona...
Mer+ @ C€nter '1.27 k.fl at 2.26 ft @ Leff 1.12k @ Left 1.12k
Mar - @ center -2.25 k-ft at 6.00 ft @ Right 1.87 k @ Right 3.37 k
@ Laft Cant O.Oo k-ft Maxlmum 1'87 k
@ Right Cant -2.25 k-ft Deflscdotrs...
@ Conter {.0i1 in at 2.53 ft
Maxlmum E 225 k-n @ Left cant 0.000 in at o.oo fi
@ Right Cant {.016 in at 9.00 fr
Sketch & Dlagram
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ENGINEERS, INC.
PRo.'ECT
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Descrlptlon
Ilsgnn RIG|.|.ARD
Oe8crlpdon :
Scope :
Date: 1:00PM, 19 JUN 01
R6v: l1030t ifiiffia$",.3.22.rr''tee.wr'3: Single Span Beam AnalySiS
General Informatlon I
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Center Span
Lefi Candlever
Right Cantilever
6.00 fi
ff
2.@ ft
Moment ot lnerda
Elastic Modulus
Beam End Fxity
98.930 in4
1,7q) ksi
Pin-Pin
0.200 klf,
Unlform Loads
0.200 k/fr I
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Center Locaflon
Moment
Shear
Defleciion
0.000 fr
0.00 k-ft
0.53 k
0.(P000 in
Left Cant 0.000 ft
0.m k-ft
0.00 k
0.00000 in
Rlght Gant 0.(x)0 fi
0.00 k-fi
0.00 k
0.00000 ln
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Moment9... Shoars... Reactlons...
Ma,( + @ Cgnter 0.71 k-fi at 2.66 t @ LEft 0.53 k @ Left O.S3 k
Max - @ cont€r {.40 k-ft at 6.00 ft @ Right 0'67 k @ Right t.07 k
@ LEfr Cant O.Oo k-n Maximum 0'67 k
@ Right Cant {.40 k-fi Deflecfotrs...
@ Cenler {.026 in at 2.86 t
Maxlmum = 0'71 k-ff
@ Left canl o.o0o in at o.o0 ft
@ Right Cant 0.017 in at 8.00 t
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BY RELI
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these flve lln€, use the SETflNGS
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your fftlo block Informaffon.
Dsgnn RICIIARD
Doscrlptlon :
Scope :
Date: 1:24PM, 19 JUN 01
R6t: 5l@Ol Hfdkalt'''3.22'!'.res.!*'.2 Single Span Beam Analysis Page 1
Descrlptlon
General lnformation
Uniform Loads
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Values
Centgr Locatlon
Moment
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0.000 fr
0.00 k-ft
0.80 k
0.00000 in
Left Cant 0.000 fr
0.00 k-fr
0.00 k
0.00$0 in
RlgmCant 0.000 fi
0.00 k-ft
0.00 k
0.00000 in
Momsnts... Shears... Reac-tlons..,
Mar + @ Center 1.60 k-fr at 3.99 ft @ Left 0.80 k @ Left 0.80 k
Max - @ Conter {.90 k-ft at 9.OO ft @ Right 1.00 k @ Right 1.60 k
@ Lefr cant o.oo k-ft Maximum 1'oo k
@ Right Cant {.90 k-ft Detl€ctlons"'
@ Center {.072 ln at 4.28 fr,
Madmum E 1.60 k'n @ Left canL o.ooo ln at 0.00 ft
@ Rlghl Cant 0.046 In at 12.00 fr
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Descrlptlon
Dsgnn RICHARD
DEscrlpdon :
Scope :
Date: 1:30PM, 19 JUN 01
R6r 5l038l iiiiffi[?''3.,.'r!']r,'u.Y/hEt Single Span Beam Analysis
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General lnformatlon
Uniform Loads
Point Loads
Magnitude
Loceton
4.480 k
3.000 ft
3.410 k
9.000 ft
1.1'10 k
10.500 fi
4.480 k
6.000 ft
Values
Left Cant
Moments,.. Shears... Reacilons...
Max + @ Center 5.27 k-ff at 2.99 ft @ Lefi 1.88 k @ Lefi 1.88 k
Max-@ Center -11.19 k-ff at 7.00fr @ Right 7.ak @ Right 12.44 k
@ Left Cant O.OO k-ft Maximum 7 'U k
@ Right cant -11.19 k-ft Deflectlons"'
@ Center -0.021 in at 2.85ft
Maxlmum E 11.19 k-ft @ Lefi Cant. 0.000 in at 0.00ft
@ Right Cant 4.077 ln at 10.50 ft
Contor Locadon
Moment
Shear
Defleciion
0.000 ff
0.00 k-ft
'1.88 k
0.00000 in
0.000 ft
0.00 k-f,
0.00 k
0.00000 in
Rjghtcant 0.000 ft
0.00 k-fr
0.00 k
0.00000 in
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your tlUe block Informatlon.
Dsgnn RICHARD
D€crlpllon :
Dats: 1:30PM, 19 JUN 0l
Scopo :
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Rari 5l@l ffiffit2"'.!z'rm-'es'$,h3' Single Span Beam Analysis -,***j1e:.*.1
Descrlption LRI
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CONSITLTING
ENGII\IEERS, INC.
PRqItCT
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Kof Frunarq&
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Dsgnr RICHARD
D6crlpdon :
Scope :
Dato: 1:56PM, 19 JUN 01
tltle block Informaton.
RBr Siq|ol
1136: KW.&l!06, Voi t l.1 ZLrust 980. $/hgl
td 198198 EI€RCATC Single Span Beam Analysis
Descrlptlon
Genenl Information
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Unlform Loads
Values
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Center Locatlon
MomEnt
Shear
tlefloclion
0.000 ff
0.00 k-ft
0.40 k
0.0(P00 in
Left Cant 0.000 ft
0.00 k-ft
0.00 k
0.0@00 in
R|gm Cant 0.000 ft
0.00 k_f,
0.00 k
0.00000 in
Moments.., Shears... Reac[ons...
Max + @ Center 0.18 k-ff at 0.88 n @ Leff 0.40 k @ Left O.4O k
Max - @ Center -2.76 k-fi at 4.50 ft @ Right 1.62 k @ Right 3.20 k
@ Left Cant O.oO k-fr Maximum 1'62 k
@ Right Cant -2.76 k-ft Deflecfons..-
Maxrmum E 2.26 k-fl I f""' 0'005 in at 3'15fr
,s., *n Cant. 0.000 In at 0.00 fi
@ Right Cant -0.063 In al 8.@ff t
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KaF Fnuwtta
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tltle block Informadon.
Descrlptlon
Dsgnn RlCl-l,ARD
Ogscrlpdon :
Scope :
Date: 3:08PM, 22 JUN 01
R6r: !t0:]0i
tii$ffi*,",ir.'."22r,'"''t€€s.!v,''32 Single span Beam Analysis .-***j"fls,i*":
Genenl lnformation I Conter Span
Left Candlevet
Right Cantilever
8.50 ft
ft
ft
Moment of lnertia
Elasuc Modulus
Beam End Fxity
197.E60 in4
1,700 ksi
Pin-Pin
km
k/R
ff
ft
k/ft
k/ft
ft
ft
k/ft
km
fi
fi
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T
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Magnftude @ Left
Magnitude @ Right
OisL To Left Side
DisL To Right Side
0.600 klfr
k/fr
ff
8.500 ft
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Values
Centor Locauon
Moment
Shear
D€fleclion
0.@0 ft
0.00 k-ft
't.70 k
0.00000 ln
Left Cant 0.000 ff
0.00 k-fi
0.00 k
0.00000 In
RlghtCant 0.000 ft
0.00 k-ff
0.00 k
0.00000 in
Moments... Shears... Reacdons,..
Mar + @ C€nter 2.70 k-ft at 3.59 n @ Lefr 1.70 k @ tefr 1.70 k
Max - @ csnt€r 0.00 k-ft at 0.00 fl @ Right 0'85 k @ Right 0.85 k
@ Left Cant o.oo k-ft Maximum 1'70 k
@ Right cant o.o0 k-ft DsflEcdons...
@ Cenler {.105 In at 4.09 fi
Marlmum E 2'78 k-fr
@ Leff cant o.ooo in at o.oo ff
@ Right Cant 0.000 in at 0.00fr
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Sketch & Diagram
Lrmr!Z&nd3.394
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BEAUDETTE
CONSI'ITING
ENGINEERS, INC.
PRO'ECf
Lew Fes e1gy aft4/ot
BY Ren
SHEETNO.
Z /06 Aeacs 6ep @
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BEAUDETTE
CONSIILTING
ENGINEIRS, INC.
PRqIEgT
Lnw Kes olre afl4/ol
BY Ren
SHEET NO.
2 /06 Aeurs 6ep @
BEAUDETTE
CONSI'LTING
ENGII\IEERS, INC.
PRQIECT
Lew Fes u;ys aft4/at
BY Ren
BEAUDETTE
CONSITLTING
ENGINEERSi, INC.
PRqIECT
Law Kes oern al4/o/
BY Ren
SHEETNO.
Z
4,?17
.*'r_ " .'- :
, 2l/1,2 L
BEAT'DETTE
CONSITLTING
ENGII\IEERS, INC.
PRO.IECT
Law Fzs oew, 6/r4/ar
BY kan
SHEETNO.
Z (oG Taurt Aa,e @
Company :Designer :
Job Number :
Rfr111.3\""??,T:""rr5r erneers June 19, 2001
3:02 PM
Checked By:
Matertab (Generall
Material Lab€l Young's Modulus Shear Modulus Poisson's ThermalCo€f.
Secfions
YieU Sfess
Joint Coordinates
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Joint Label X Coordinate Y Coordinat€Z Coordinab Joint Temperature
N1 0 0
N2 .5 0 0
N3 1 0 0
N4 5.25 0 )
N5 c 5.8i 3 0 0
N6 .75 2.91 v 0 0
X Translaton Y Translation Z Translation MX Rotation MY Rotation MZ Rotation
Memb€r Lebel I Joint J Joint K Joint
X-Axis
Rotate
SEe{ion
Set
End Releases l-End J-End
End OfrsEls lnaclive l-End J-End Code
Page 1 RISA-3DVersion4.1 [C:\RISA\|AWTRB.r3d]
FF/ao
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Job Number :
June 19,2001
3:02 PM
Checked By:
Steel Desisn / NDS Parameterc
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Section Lengh tb y-y Set le2
Membsr
Label
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Wood Set NDS Species
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Soclion Set Max Depth Min Depth MaxWdth Min Width Max Code Check Min Code Check
PlatelShell Elements
Plate Label A Joint B Joint
Riqid Diaphraqms
D Joint Materialset Thickness StressLocation lnaclive?
D i strl b ute d Load Patte rns
Start Location End Location Slart Magnitude End Magnitude Patem Label
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Basic Load Case Data
BLC No. Basic Load Case
fllember Point Loads. Catesory : None, BLC I :
RISA-3DVersion4.1 [C:\RISA\LAWTRB.r3d]
FF/zr
Company :Designer :
Job Number :
Riii:13tif"i?..T:,i
ni f ne I n eers June 19, 2001
3:02 PM
Checked By:
Increment Both Pattgm Label 1st Joinl Joint
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X Transla6on Y Translation Z Translation X Rotation Y Rotation Joint Label
0.000 0.000 0.0 0.000 {,.002
t\2 -0.151 0.000 0.01 0.000 0
I\3 0.071 0.000 0.000 0.000 0.000 t2
N4 0.051 {.139 0.000 0 0.000
N 5 0.036 -0.143 0.000 0.000 0.
N6 o.o2 -0.139 0.000 0.0 0.001
Joint Label X Moment
Story
Number
X Direclion
Joint Label Drift 7o of Hl
Y Diredion
Joint Label Drift o/o of Ht.
Z Dhec{ion
Drift %ofHL Joint Label
Page 3 RISA-3DVersion 4.1 [C:\RISA\|-AWTRB.r3dI
FF/az
Company : Beaudette Consulti Designei : Rlchard Newman
Job Number :
JnSlneers June 19,2001
3:02 PM
Checked By:
Section Set
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RISA-3DVersion4.1 [C:\RISA\LAWTRB.r3dI Page4
Company : Beaudette (
Designer : Rlchard* '-"*a*t"""*Job Number :
June'19, 2001
3:02 PM
Checked By:
Bending y-top BEnding y-bot B€nding z-top Bending z-bot Member Lab€l
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Member Label . Section x-Translation y-Translation z-Translation x-Rotation (n) l, Ralio (n) Lfz Ratio
Page 5 RISA-3DVersion4.1 [C:\RISA\LAWTRB.r3dI
fiF,/a&
Gompany : Beaudete Consulti Designer : Rlchard Newman
Job Number :
JnSineers June 19,2001
3:02 PM
Checked By:
Member Label Seclion x-Translation
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Torsion Shear y-y Warp Shear z-z Warp Shear z-Bot
(n) Uy Ratio (n) Llz Ratio
Page 6 RISA-3DVersion4.1 [C:\RISA\LAWTRB.r3d]
KF/,E
Company : Beaudette Consultl Designer : Rlchard Newman
Job Number :
l|nSlneerc June 19, 2001
3:02 PM
Checked By:
Torsion Shear y-y Warp Shear z-z Warp Shear z-Bol Bend z-Top Warp Bend
Membor LabEl Code Chk Loc Shear Chk Loc Dir
,IEMDET NUJ (jOoE GNCCKS, LL; 7 : DL+LL
Member Label Code ihk Loc Shear Chk Loc Dir
RISA-3DVersion4.1 [C:\RISA\[AWTRB.r3d!PageT
Kl /?6
June 19, 200'l
3:02 PM
Checked By:
Phte LabEl
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RISA-3DVersion4.1 [C:\RISA\LAWTRB.r3d]Page 8
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Pdntng & Title Block tab, and ent
Utle block Informatlon.
Descrlptlon
Date: 2:09PM, 20 JUN 0l
R6r: 6ld!l
t&a: KUHFqF@, V6' 3.1.3, 22.r!n l0€, Wrfiz
G) tsa}go EI{ERCATC Single Span Beam Analysis
General lnformatlon
Unlform Loads
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Magnitude
Location
4.310 k
2.000 fi
Point Loads
Values
CerTtsr Locatlon
Momenl
Sheat
D€fledion
0.000 ft
0.00 k-f,
3.35 k
0.00000 in
Left Cant 0.000 ff
0.00 k-ft
0.00 k
0.00000 in
Rjghtcant 0.000 fi
0.00 k-ft
0.00 k
0.00000 in
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Moments... Shears... Reas ons...
Max + @ Conter 5.50 k-n at 2.00 ft @ Lefi 3.35 k @ Lefr 3.35 k
Max - @ center o.@ k-ff at o.oo ff @ Right 3.35 k @ Right 3.35 k
@ L€fl Cant O.@ k-n Maximum 3-35 k
@ Right Cant 0.OO k-fi Doflectlom...
Max,mum e 5.d0k-n $ffi:; i.lSiil I ;.ill
@ Right Cant 0.000 in at 0.00 ft
tlla
thesE flve llnc, use the SETTINGS
maln menu selectlon, choose the
Prlnffng & Tltle Block tab, and ent Scope :
tltle block lnformaffon.
SkEtch & Dlagram
' tr'"nW'*u
Dsgnn RICHARD
De€crlpton :
Date: 2:09PM. 20 JUN 01
3.4t
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Descrlptlon
Dsgnn RIC}IARD
D€scdpuon :
Scope :
Dato: 2:17PM, 20 JUN 0'l
R6r 510301
iiil;[ilffig;1"'s'zrru'1ee.s,h32 Single Span Beam Analysis *,-.,,-*j-ffi""^:
General Information
0.150 k/ft
Unlform Loads
Polnt Loads
Magnttude
Localion
3.200 k
2.500 ft
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Values
CEnter Locatlon
Moment
Shear
Dsflecfion
0.000 ft
0.00 k-ft
1.97 k
0.00000 in
Left Gant 0.000 ft
0.00 k-ff
0.00 k
0.00000 in
RlghtCant 0.000 ft
0.00 k-fr
0.00 k
0.00000 in
Momenb.., Shear€... Reacdona...
Ma( + @ Conter 4.46 k-n at 2.49 ft. @ Left 1.97 k @ Left I .97 k
Max - @ Centsr o.Oo k-fi al 5.oo ft @ Right 1.97 k @ Right 1.97 k
@ Left cant o.oo k-ff Maximum 1'97 k
@ Rightcant O.Ook-fi Deflecdons...
i/raxrmum E 4.46k-ft 3H::^. i:frlll I i:lll
@ Right Cant 0.000 in at 0.00n
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Dsgnn RlCl-[qRD
D€scrlpdon :
Dats: 2:17PM, 20 JUN 01
ffiffi'uy"'...2J,!1r63.$/h€ Single Span Beam Analysis
Sketch & Dlagram
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CONSTILTING
ENGINEERS, INC.
PROJECT
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Descrlptlon
Dsgnr: RICHARD
D€crlpuon :
Scope:
Date: 7:51AM, 20 JUN 01
u3ai lCl'{603!O8, V6' 5.1.3. Zlrllr}l9lo, Wh3il
(ci 1983t0 EI{ERCALC Multi-Span Timber Beam
Tlmber Member Informatlon
Reactions & Deflection
General lnformation
ff
in-k
ln-k
p3i
psi
k
k
psi
Psi
in-k
lbs
ln
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E$LP, NO.2
Spans ConsidEred Condnuous Over Support
Description
Soan
Tlmber Sectlon
Beam Wdth
Beam Depth
End Fxhv
Le: Unbriced Lengrth
MemberTyps
ff
in
in
n
srI
7.50 't5.50
10" log l0'log 8.860 8.860 8.860 8.860
Pin - Pin Pln - Pin '1.00 1.00
Elqstic Modulus 1,100.0 ksi
Load Durafon Facior 1.000
to 1997 NDS and 1997 UBC Requlrements
, Loads
Live Load Used This Span ?
Dead Load
Liv€ Load
Results
Max @ Lefi End
Max @ Right End
b : Actual
Fb : Allowable
Shear @ Left
Shear @ Rlght
fo : Adual
Fv : Allowable
LL @ Left
Total @ Left
DL @ Right tI @ Right
Total @ Rlght
Max. Doflecdon
@x=
0.75
0.0
-52.7
45,.8
900.0
Bondlng OK
0.15
1.32
2,4
95.0
Shosr OK
Y€ Y6
75.00 75.00 120.00 120.00
9.20
-52.7
0.0
0.025 -0.250 4.90 8.47
454.8
900.0
Bondlng OK
1.79
1.23
31.6
95.0
Shear OK
1.91
3.11
0.47
0.76
1,23
0.09
0.15
1.20
1.91
3.11
Fl/s
these fve llnes, use the SETTINGS
maln menu gelecflon, choose the
Prlntlng & Tltle Block tab, and ent
tltle block lnformatlon.
Descrlptlon
Dator 7:594M. 20 JUN 0'l
RBt: tlo3al
ffi;LiffiaLtt'3'z-Jt'r'r6e'\i!rn,o MUlti'Span Timber Beam
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General lnformation
Description Span n
Tlmber Sectlon
Beam Width in
Beam Oepth in
End Flxitv
Le: Unbreced Length fi
Member Type
Live Load UsEd Thls Span ?
Dead Load #n
Live Load *tft
E$LP, NO.2
Spans Considered Condnuous Over Support
Tlmber Member lnformatlon
Fb : Basic Allow 900.0 psi
Fv : Basic Allow 95.0 osi
Calculadons are
Elastic Modulus 1,100.0 ksi
Load Duration Factor 1.000
to 1997 NDS and 1997 UBC Reoulreme s
sl
't0.50
l0'log
8.860
8.860
Pin - Pin
1.00
s2
12.50
l0'log
8.860
8.860
Pin - Pin
1.00
Y6 Y€s
75.00 75.00 120.00 120.00
3.64 7.58
0.0 -39.6 -39.6 0.0
psi
psi
lbs
ln
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Max @ Left End
Max @ Right End
tb : Aciual
Fb : Allowable
Shaar @ Left
Shear @ Righl
to : Actual
Fv : Allowable
Reactlons & Deflection
22.7
95.0
ShearOK
341.3
900.0
Bandlng OK
1.48
0.96
25.8
95.0
Shsrr OK
1.74
2.42
0.37
0.59
0.96
-0.093
7.00
Total @ Laft
DL @ Righl
LL @ Right
Total @ Rlght
Ma& Detlectlon
@X'i
k
k
k
k
k
ln
o.44
0.7'l
1.08
1.74
2.82
-0.028
4.06
0.0
0.7
0.0000
-39.6
1.5
0.0000
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BEAUDETTE
CONSI'LTING
ENGINEERS, INC.
F!$ffry. : Ri"1""13ifr"*H""mr$nsrneers
Job Number :
June 20. 2001
8:38 AM
Checked By:
Mabrtals (General)
Mat€rial Lab€l Young's Modulus Shear Modulus Poisson's ThermalCoef.
105
Veld Sbess
Secfions
tuEa SA(yy) SA(zz)J CtorEion) T/C
Joint Coordinates
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Joint Label X CoordinaE Y Coordinate Z Coordinate Joint Temp€ratur€
Boundaru Conditions
N1 0 0 0 0
N2 12 0 0 0
N3 21 0 0 0
Joint Label
MemberData
X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation
X-Axis Seclion Rohte Set
SfeelDeslsn / NDS Parameters
End Offsets lnactivg Member
Cb Sway Byz Length Lb y-y
tez
l-F.z-z
lel
L_comp cm y'y
K y-y Kz-z CH Cm z-z IE
Wood Materlal Parameters
Wood Set NDS Soecies
RISA-3DVersion 4.1 [C:\RISA\|-AV1/LBC.r3d!Page 1
7%
Company :Designer :
Job Number :
R?i:13.f"i?,T#mr''Ensrneers June 20, 2001
8:38 AM
Checked By:
Section SEt Max Gode Check Min Code Check
Plate Label
Maslor Joint
D i stri b uted Load Patte m s
A Joint B Joint C Joint D Joint Matarialset Thickness SbessLocaton Inaclive?
Riold Diaphraoms
Pattem Label DirEclion Start Magnitude End Magnitude
Baslc Load Case Data
Start Location End Loca6on
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Member Point Loads. Cateaory : None, BLC 1 :
BLG No. Basic Load Case
Localion
Member Distributed Loads. Cateqoru : None, BLC 1 :
Mouln-q Loads
Tag Pattsm Lab€l Increment goth lstJoint znd Joint 3rd Joint 4th Joint Sttr Joint
i0h Joint
Dvnamics Input
RISA-3DVersion 4.1 [C:\RISA\IAWLBC.r3dI Page2
FL/+
F^ili8,i.il"^-:R'11"*'i-'"??ffi
rtr$nsineers
Job Number :
June 20, 2001
8:38AM
Checked By:
Load Combinatlons
J oint D is p l aceme nts-L 1;DL!LL
Joint Label
Reactions, LC1 : DL+LL
X Translation Y Translation Z Translation X Rotation Y Rotaton Z Rotation
N1 0.0.000 0.000 0.000 0.000
N2 0 0.000 0.000 0.000
N3 0.000 0.000 0.000 0.000 0
Joint Label X Force
Storv Drift, LC 1 : DL+LL
Story Number Joint Labol
X Direclion
Drift o/o ol HL Joint Label
Z Direction
Drift
Y Direction
Drift o/o of HL Joint Label 7o of H!
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RedesisnShapes, LC 1 : DL+LL
Material Takeoff, LC I : DL+LL
Section Set Dalabase Shaoo
Member Section Forces, LC I : DL+LL
Total Length TotalWeight
RISA-3DVersion4.1 [C:\RISA\LAtl/LBC.r3dl Page 3
FL/8
Fl$^{,i.q", R'""1':t:T.'"*Hff
rtllFnsrneers
Job Number :
June 20, 2001
8:38 AM
Ghecked By:
Member Stresses. LC 1 : DL+LL
Membgrlsb€l Section Ardal Shear y-y
Member Deflections. LC 1 : DL+LL
Shear z-z Bending y-top Bending y$ot Bending z-top Bending z+ot
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y-Translation z-Translalion (n) Uy Ratio (n) Uz Ratio
Member Section Torcion, LC I : DLILL
Member Label Seclion x-Translalion
Member Label Seclion Torque Torsion ShEar y-y Warp Shear z-zwarp ShEar z-Bot Bend z-Top Warp BEnd
MemberAlSC ASD9th Cpde Checks, LC 1 : DL+LL
Membor Label Code Chk Loc ShEar Chk Loc Dir Fa
Member NDS Code Checks, LC 1 : DL+LL
- Steel code check not
MembEr LabEl Code Chk Loc Shear Chk Loc Dir
PlatelSheil PrtncipalSfresses, LC 1 : DL+LL
RISA-3DVersion4.1 [C:\RISA\|-A$/LBC.r3d]Page 4
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CONSI'LTING
ENGINEERSI, INC.
PRO'ECT
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BEAUDETTE
CONSTILTING
ENGII\IDERS, INC.
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these flve llnes, use the SETilNGS
maln menu selecton, choose the
Prlntng & Tltle Block tab, and ent
tltle block Infonna0on.
Dwcrlptlon
Dsgnn RICHARD
Decrlptlon :
Scope :
Dab: 8:5gAM, 20 JUN 01
i*sffiK?''l22','''r€€'t!'htt2 Single Span Beam Analysis
General lnformation
Center Span
Lefi Cantilever
Right Cantilever
10.50 ft
ft
ft
Moment ot Inerlia
Elasuc Modulus
B€sm End FLity
375.000 in4
1,900 ksi
Pin-Pin
On Cantlever...
*'l
On Rlght
#1
Unlform Loads
3.000 k
6.000 fr
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Polnt Loads
Magnitude
Localion
3.000 k
3.000 ft
Values
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Ldt Cant
Momonb... Shsar€... RsacdorE.,.
Mar + @ CEnbr 12.65 k-ft at 6.00 f, @ Left 3.8s k @ Left 3.85 k
Max - @ Conter O.0O k-ft at 10.50ft @ Risht 2.99 k @ Right 2.99 k
@ Len cant o.0o k-fr Merblum 3'85 k
@ Right Cant 0.00 k-fr Ooflecdons...
@ Center {.335 in at 5.16 fr
Madmum s 1265 k-fr
@ Lefi Canl. O.Ooo tn at O.O0 ft
@ Right Cant 0.000 ln at 0.00 fr
Center Locauon
Mome'
Sheat
DEflecdon
0.000 fr
0.00 k-ft
3.8n k
0.000ff) in
0.000 ft
0.00 k-fr
0.00 k
0.00000 in
Rlghtcant 0.000 fr
0.00 k-n
0.00 k
0.00000 ln
I
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th€se llvg llngs, uss the SETTINGS
maln menu selscton, choose the
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ttle block lnformadon.
FB1
tlate: 8:594M, 20 JUN 01
iilftffialf*r3.22.'lnres,wh3e Single Span Beam Analysis
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Sketch & Diagram
lrrnd . l27t-! al 8.On
Onar . {.33lth ri t lSo foll! bn
V.ltrr@I6a!3.8t
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7t/3
these flve llnee, us€ the SETilNGS
maln menu selgcton, choase the
Prlntng & Title Block tab, and ent
your tltle block lnformatlon.
D3gnn RICFIARD
D€scrlpfon :
Scopo :
Dato: 9:O4AM, 20 JUN 0l
R.r: tlq}ol
u!.r: Kw4a8ot. vG l.13.z.rrj'tlg€, whil Single Span Beam Analysis Page I
188390 EIERCAIC
Descrlptlon
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General lnformatlon
C€nter Span
LEft CanulEver
Moment ot Ins ia
Elastic Modulus
Beam End Firitiy
On Left
#1
Right Cantilsver
Unlform Loads
Polnt Loads
Magnitude
Locauon
3.000 k
9.000 ft
Values
Cenlsr Locaton
Moment
ShEar
Deflection
0.000 ft
0.00 k-ff
0.85 k
0.00000 ln
Left Cant 0.000 ft
0.00 k-f,
0.00 k
0.00000 ln
Rlghtcant 0.000 f,
0.00 k-fi
0.00 k
0.0@00 In
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Momen6... Shears,.. Reacdons...
Max + @ C€nter 4.40 k-ft at 8.98 ft @ Lefr 0.8tt k @ Lefr 0.85 k
Max - @ Canter 0.00 k-ft at 10.50 ft @ RiSht 2'99 k @ Right 2'99 k
@ Left Cant O.OO k-ft Maxlmum 2'99 k
@ Right Cant o.o0 k-ft Dstlecuons...
@ Csnter -0.158 in at 5.77 n
Maxlmum E 4.ro k-fi
@ Left CanL 0.000 in at o.Oo fr
@ Right Cant 0.000 in at 0.00 fl I
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th€E ltve lln€, use the SETTINGS
maln menu selecdon, chooee the
Prindng & Tltle Block tab, and ent
your dtle block Informaffon.
Dsgnn RICHARD
D€scrlpuon :
Dator 9:044M, 20 JUN 01
Scop€ :
v6'!.r.3.2.r'i.'!so.'r'h.2 Single Span Beam AnalySiS Page 2
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Sketch & Dlagram
&
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lr|lqr 4,a1.! d 8.98t
Drnor ! .O.188h d l.7'! tqt| kd
0.sl
vrio(@hn!0.&
3.4
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E)fwvg*- o FJ1 o
J.ffi ,t*"ffif'17cn1tr2717 9.5'TJI@/Proru-150 JOIST @ 16.0" o/c
r*ifr,tr rtl5ffitf*r*. oR ExcEEDs rHE sET DESTGN coNrRoLs FoR rHE AppucAroN AND LoADs LrsrED
I - Nailing: Left (1TT29.5 ) - Face: 2-N10 , Top:4-N10, Memben 2-N10 J-*
.- MAXIMUM
I Shea(lb) 393
I Reaction(lb) 393 rr Moment(ft-lb) 957
Live DEfl.(in)
I Total Defl.(in)
t TJ-Pro Rating
Product Dlagram ls Goncepfual.
Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(pf): 40 Live at 100% duration; 20 Dead; 0 Partition
lrtt"-*t rNpur BEARTNG REAcnoNs.bs.)
WDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Parallam@ PSL, PPCB 3.50" Hanger 2781 '139 I 417 1 9.5' &tail Hl
I 2 26 plate s.50" 4.2s" 2t2 I 14'l I 423 1 9.5. Detait A3 I .2s" LSL Rim
t - SeoTJ SPECIFIER'S/ BUILDER'S GUIDES turdetait(s): Hl, A3.
- CAUTION: Reguired b€aring length(s) Exceed the minimum shown in thE TJ Buildefs guide fur single family rEsidential applications.
I LimiF: End supporls, 3.5". lntermediate supporb, 3.5" with web stiffeners and 5.25" wifrout web stiffeners.
?arcre Slmpson Strong-Tte conngctorso
REVERSE T.F. T.F.
FLANGES OFFSET SLOPE N/A No 0 I Left rop ffii1 sLoPE i5*
DESIGN CONTROL CONTROL LOCATION
393 1120 Passed(3s%) Lt end Span 1 under Floor loading 393 945 Passed(4z%) BEaring 1 under Floor loading
967 2839 Passed(34%) MID Span 1 under Floor loading 0.071 0.26 Passed(U999+) MID Span 'l under Floor loading
0.106 0.492 Passed(U999+) MlDSpan 1 under Floor loading
54 Any Passed Span 1
- Allorvable moment was increased for repetitive member usage.
a - Deflection Criteria: STANDARD(LL: U480, TL:U240).
I - Deflec-tion analysis is based on composite aclion with single layer of the appopriate span-rated, GLUED & !,lAlLED wood decking.r - Bracing(Lu): All compression edges (top and bofrom) must be braced at 2' E" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve membEr stability.
fJ-Proil RATING SYSTEM
-
ThE TJ-Pro (USA) Rating System value provides addilional floor performance information and is based on a Glued & Nailed 2382 OSB
I decking. The controlling span is supported by beams. Additional considerations tor this rating include: Ceiling - None. A struclural
I analysis of the deck has not been performed by ihe program.t
]ROJECT INFORMATION l[ uwREs
I
OPERATOR INFORMAflON:
Beaudette Consulling Engineers
Richard Newman
'l3'l W. Main
Missoula, MT 59802
M.721.73't5
Copyrbm @ 2@0 by Trus Jol8t, 6 Wryerhaeuser &rsh€s, Prerr, T&Pror and TlBsamtu are badamad€ ot Trus JoH .
l ' and Paralffl@ am r€glsle{€d tadernarl€ ol Trus Jold .
I 3n Sfdrg-llo Conne.loIso ls a regl$erad tr*lenaR ot Sfnpson SUong-Tb @npany, lnc
I.
I fLl+
these ffYe llnes, usE the SETTINGS
maln menu selEcflon. choosE the
PrlnUng & Tltle Block tab, and ent
your tltle block Informatlon.
Dsgnr: RICFIARD
D6crlptlon :
Scops :
O Date: 1:45PM, 2oJUNol
Rnx lldloi ffika[?u"'z'!r+tso'erh3e Single Span Beam Analysis -,*.',*" -iflni."^l
Descrlptlon FB3
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General lnformation
Uniform Loads
Polnt Loads
Magnitude
Location
5.980 k
7.000 fi
2.990 k
10.000 ft
2.990 k
1 t.000 ft
Values
Contgr Locauon
Moment
Shear
Dgfleclion
0.000 fr
0.00 k-ft
15.11 k
0.00000 in
Left Car 0.@0 ff
0.00 k-ft
0.00 k
0.00000 in
Rlgmcant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
Momen6... SheaF... Reacdons...
Mar + @ Center 99.71 k-ft at 10.00ff @ Leff 15.11 k @Left 15.11 k
Mar - @ c€nter o.oo k-fr at o.oo ft ,"#* l3:?l [ @ Right 12.2s k
@ Left Cant O.OO k-fl
@ Right Cant O.OO k-ft Daflecdons...
@ Centgr -0.878 in at I 1 .'l 5 ft
i/laxlmum a 99'71 k-fi
@ Lei canL 0.000 in at o.oo ft
@ Right Cant 0.000 in at 0.00ft t
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these flva llnas, uso the SETnNGS
maln mEnu selectlon, choose the
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Dsgnn RICHARD
D€scrlpuon :
Scope :
Dab: 1:45PM, 20 JUN 01
v!r3.!.!.zrz-.Jrs,.r00o,ri,h3z Single Span Beam AnalySiS Page 2
Description
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t* u*.oWo.o*
ll i*l
ulns ! 99.7lFi a lO.An
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ftle block lnformatlon.
Descriptlon
Dsgnn RICFIARD
Descdpdon :
Scops:
Dde: 1O37AM, 20 JUN 01
R3u tl030l i*ffigu''2.,!*€o!t'*. single Span Beam Analysis -,-,,**:.1s:*-:
General tnformation
T Conter Span
Lefi Canlilever
Right Cantlever
23.00 i
n
n
Moment of lnertia
Elasdc Modulus
Beam End Flxity
204.000 in4
29,000 ksi
Pin-Pin
klft
k/ft
n
ft
kn
kn
n
e
I
t
Loads
Magnitude @ Left
Megnihrde @ Right
Dist. To Left Side
DbL To Right Side
0.670 uft
0.670 k/fi
fi
14.000 f,
0.400 kn
0.400 k/n
14.000 ft
23.000 fr
T
t
T
Conbr Locadon
Moment
Shear
Defleclion
0.000 fr
0.00 k-n
7.23 k
0.00000 in
Left Cant 0.000 fr
0.00 k-fr
0.00 k
0.00000 ln
Rlghtcam 0.000 ft
0.00 k-fr
0.00 k
0.00000 ln
I
Moments... ShealB.,, Reacdons,..
Ma( + @ Center 39.00 k-ft at 10.79 ft @ Lefl 7.23 k @ Leff 7.23 k
Mar - @ center o.oo k-ft at o.@ ft @ Right 5.75 k @ Rlght 5.75 k
@ Leff Cant O.OO k-fr Maximum 7 '23 k
@ Right cant o.0o k-ff Detlecdotrs--.
Max,mum o 3e.00k-ft fi:ff:]* i:lllil :l 'l.ill
@ Right Cant 0.000 ln at 0.00 ft
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Sketch & Diagram
o.ffilfff;fJffffJfJfffffi o.nar
afiffJJJlf[J[f[J o..rn
Itntd. 39.01.! d 10.'!+en
fllar € {.61 8h q 112!0 fqD !d
7.t\
vrrutr@h[o7.2r
!,81
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BEAIID TTE
CONSI'UTING
ENGIITEERS, INC.
PRq'ECT
Ltsa frs o^.n aft4/at
w Ran
inPt' -
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maln menu selecdon, choose tha
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Dsgnn
D€scrlpdon:
Scope :
Da!e: 3:53PM, 20 JUN 01
r S|GE tffi[1"'...o'''"'*,*".o Single Span Beam Analysis Pag6 1
Deecrlptlon FND
T
General lnformatlon t Center Span
Lsft Cantilever
Right Candlever
9.00 fi
i
ft
Moment ot lnerta
Elastic Modulus
Beam End Fixtty
5'12.000 In4
3,12, ?,sl
Pin-Pin
ffn
krfr
ft
ft
k/ft
k/ft
fl
n
kn
km
fr
ft
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t
Loads
Magnitude @ Lefr
Magnituds @ Right
Dist. To Lsfi Sids
Dist. To Rlght Slds
0.660 kn
0.1a) Un
ft
9.000 ft
T
t
Value
Lsft Cant Rlghtcant 0.000 ft
0.00 k-fr
0.@ k
0.00000 ln
Moments.- Shears... Reacfons...
Ma( + @ Center 4.00 k-ft at 4.00 ft @ Lefr 2.16 k @ Left 2.16 k
Max - @ center o.0o k-fr at o.oo fi @ Right 1'35 k @ Rlsht 1.35 k
@ Lefr Cant O.oo k-fr Maximum 2'16 k
@ Right Cant O.0O k-ft Defle€tlons...
@ Center {.036 ln at 4.38 ft
Maxlmum E 4'00 k-fl
@ Lsff cant. 0.000 in at o.oo ft . .
@ Right Cant 0.0@ in al 0.00fr
C€nter Locadon
Mom6nt
Shear
D€flsston
0.000 fr
0.00 k-n
2.16 k
0.0@00 ln
0.000 ft
0.00 k-ff
0.00 k
0.@000 in
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ALLO''{ABLE gHEAR FOR AIND AI{D 9EI9MI6 FORAEg FOR LO6 SHEAR IAALLg
LOO 9PK)e9 PIN PlAt-i.PIN 9PACIN6
12"t6"24"9b"40"
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1441 Edlllon, Table b2A - full Destgn Valveg. Far log ehea'- nallg ll la aeE,J'll?,d
lhal lhere exlgls a slngle ehear slhrbllonbelneen logs and thal tha ?otea lE
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o? bolL tn- miln meraber ls a?7?xlmatelgFl/2", then Tnrrlli'Plg lhe valva 4 JbO
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L/ro
DE'ARilENT oF coMMUNrry DEVELop"r*t TOWN OF VAIL
7-5 S. FRONTAGE ROAD
VAIL, CO 816_57
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Pcrmit #: E0l-0193
Job Address: 4460 GLEN FALLS LN VAIL Status . . . : ISSUED
Location.....: Applied..: 0()/ll/20{Jl
Parcel No. : 210112313009 Issucd. . : O9/12/2001
ProjectNo, RCI O\-t>firaz Expires. .: 0311112002
OWNER Don & Susan Law 09/LL/200L Phone: 303-77L-2735
5 53 6 E Mineral l-,ane
Littfeton, Co
80122
Li.cense:
CONTRACTOR D.P. EITECTRIC 09/tl/200r. Phone: 970-926-4140
P.O. BOX 711
EDWARDS, CO
61652
License: 119 -E
APPLICAI\I'I D.P. ELECTRIC 09/II/200L Phone:910-926-4140
P.O. BOX 711
EDI{ARDS, CO
8]-632
License:119-E
Desciption: TEMP POWER FOR NEW HOME
Valuation: $3.ti50.00
FEF] ST]MMARY
Electrical-----
DRIJ l:et'----
Investigation--
Will Call-----
'l1r'I \t.. FEES-- '
s72.00
50.00
s0.00
912s.00
Total Calculated Fees-> S125 . 00
Additional Fe€s--.._> (S22.00)
Total pennit Fer__, 953 .00
payrnents__> S53 - OO
BALATICE DTIE-;s0. oo
Approvals:Item: 06000 ELECTRICAL DEPARTMEI\|II
09/LI/2OOT DF Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hercby acknowlcdgc that I havc rcad this application, filled out in full the information required, completed an accurate plot plan, and
state that all thc infonnation as rcquired is correct. I agree to comply with the information and plot plan, to comply with all Town
ordinances and state larvs. and to build this structure according to the towns zoning and subdivision codes, design review approvcd,
Uniform Building Code and other ordinances of the Town applicable thereio.
- lppLrcATroN wrf.lot BE AccEprED rF rNcoMpLEre fnsrn neo ol?Q
^C. ^ Proiect #z PRJ-OJ-<+n g1 E6_0tq3afx;rry;ffi
a \rfa tl wt- TIrtL.vt
75 S. Frontaee Rd.Vail, Coloraao 81557
Contact Assessors Office at 97O-328-864O or visit '.com for Parcel #
Parcef # (Required if no bldg. permit # is provided above) gt Ol, a3l 3ODg
robNametLquJ K"t,dv^u,- f f t* ooo'"tt',Jrllolt
A lcn Fa,rk L^ - l/o) |
Legal Description Lot:Block:,D\/Subdivision:
Owners Name:DO,.f 'F \U Sla jr.\ [-z-r r r-J A Gth, nerzrl Lone--' -::;-.\a-rr-2 735
S:fr::tr{). (n,,xt ,r$a.- (1,,l*ffi n u'2*"1 Dr.ar/"; {ll Phone: iz6 - t g ab
Detailed description of work:,-,'-r{Vr-9
Work Class: t\ew.G Addition (I tfufi dfilnmp rower (/^J utner ( )
Work Type: Interior ( )Exterior { ) 1fin1 1 16 un EHU exist at this location:Yes ( )No( )
Type of Bldg.: Single-family (Dd Ouptex( ) Multi-famity ( ) Co#ciat ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildino:
Is this permit for a hot tub: Yes ( ) trto ( k1
Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SQ FT rN STRUCTURE' 3, 85O ELECTRICAL VALUATION: $
CONTRACTOR IN FORMATION
Electrical Contractor:
I\n,x-?elcrs an€ lon *r-r<-
Town of Vail Reg. No.:lll-e Contactand Phone #'s: qab -<//qO
A.r,o PoL rrn,. Qo<t - lo,qL 9
Contractor Signature: Uh,{r)
"t.Vi
**t *irt **:?****+***i..**i.************-r*****FOR OFFICE USE ONLY*"***:krr*ir*,y!+*,!!r**t<,?*+**^J****:!*****:r**
Other Fees:Date Received:
DRB Fees:Accepted By:
Planner Siqn-off:
&
*
F:/everyone/forms/elecperm
o
tpt0-103
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL. CO 81(r57
970-479-2138
psp$tsNr oF coMMrrNrry DEVELopMENO
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBINC PERMIT Permit #: P0l-0122
Job Address:
Location.....:
ParcelNo...: 210112313009
ProjectNo I D1, \r.t.- O tQ
\\-'-)\--
I
'-
OhINER Don & Susan Law
5536 E Mineral Lane
Littleton, Co
80L22
License:
COI\NRJACTOR BIANCO BROTHERS
1503 BEECH STREET
RIFI-,E, CO
8155 0
License: l-11- P
APPLICINT BIANCO BROTHERS
1503 BEECH STREET
RIFLE, CO
816 s0
License: l- 11- P
L0 /t6 /2007 Phone: 97O-625-2087
L0/!6/200L Phone:910-525-2087
4460 GLEN FALLS LN VAIL Status...: ISSUED
Applied..: 10116/2001
lssued..: lrJ/17/2001
Expircs . .: 04115/2002
Phone: 303-77L-2735
k.
. ^ la. I^^^1 LVI L0 l4VVL
Desciption: complete plumbing from rough to finish
Valuation: $30.900.00
Fireolace Information: Rcslricted: ??# of Ca-s npplianccs:'ll 'r ol'(ias In&s: lf I of Wood Pallcl: ??
IiHE Strl\fl\,lr\R\'
Plumhing---'
Plan Check--
lnvesligation-r--
Will call--:'
R!'iituaranl Plan Rcvicw-
DRB Fee----------
TOTAL FIillS-------------
'l olal Calculated l"ees--
Additional F-ees---------
'l otal Permit F'ee------
l'a\T nents---------'-
t]AJ,ANCE DTIE..--..-
946s.00
90.00
93.00
90.00
$584 .25
9584.25
9s84.2s
s584 - 25
s0-00
ItCm: O51OO BUII,DING DEPARTME}flT
!o/t6/20or DF Action: AP
Item: 05600 FIRE DEPARTMENI
Cond:12
(BLDG. ) : FIELD
CONDITION OF APPROVAL
INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI,IANCE.
DECLARATIONS
I hereby acknowlcdgc that I have read this application. filled out in full the information rcquircd. complctcd an accurate plot plan. and
state that all qhc information as required is correct. l agree to comply with the inlormation and plot plan, to comply with all Town
ordinances atih state laws, and to build this structure acoording to thc towns zoning and subdivision codes, design review approved.
Unlid* nuil[ing Code and Ehererdmar*eqof the Town applicablc thcrcto.--h ll --tv-.- \' V(t\a?---
\
' = = -|=$fi pl,= =V#= - = =r+ =-=-
\ /A{ # 7 tol I a 3t ko1 Bil'fll,il;'S"l,hj
97 O- 47 9-2149 (Inspections)
MVNOFYdIL
75 S. Frontage Rd.
Vail, Colorado 81657 tI-4 \!#1-
CTOR
bing Contratryr:
1'.1i,11 s 15fi R,"Contact and Phone #'s:
-ozgb -tp23
COMPLETE VATUATION FOR PLUMBING PERMIT (Labor & Materials)
PIUMBING: $
r>C>
Contact Assessorc Office at 970-328-864O or visit www.Parcel #
Parcel# (Requiredif nobldg.permit#isprovidedabove) J lOl 123 l36C
Job Name: /_o,ti (2€s.robAddress: /4/0 Cho rotls
Legal Description t-ot: Q Block:Filing:Subdivision: G.f.-.*t (-lem
owners uane:/"4| fuglttl A4ull Address: qg Z ftl am / trfurfl phone:
Engineer: ll Address:Phone:
Detailed descriotion of work'-*b';PIe7Z " iV,,n l,'n,furn /oroh l--6rt4A
WorkClass: Newft Addition( ) Alteration( ) Repair( ) Other( )
Type of Bldg.: Single-family &,) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling UniG in this building:No. of Accommodation Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) M
***************************************FOR OFFICE USE ONLY*************************************
Other Fees:Date Received:
DRB Fees:Acceoted Bvl
Planner Siqn-off:
\s*,'
F/everyone/forms/pl mbperm
8S.t"*-Pfff
^Fn
ffi.h#hil
Town ofVailSurvey
Comm u nity D e.relopm ent D epartment Ru sset I Forrest, Director,
(s70) 479.2139
Check allthat applies-
1. Which Deparfnent(s) did you contact?
Buiiding _ Environmental _ Housing_ Admin
Plannino DRB PEC
Was your initial contact with our staff immediate
no one available ')
slow nr
-?.Was your prgect reviewed on a tirnely basis? Yes / No
lf you were required to waii, how long was it before you were
helped?
lf no, why not?
t S/as this your first time to file a DRB app* PEC apo
Bldg Permii N/A
Please rate the performance of the staff person who assisted you:
51321Name:
(knowledge; responsiveness, availability)
Overall efiectiveness of the Front Service Counter. 5 4 3 2
Whal is the best time of day for you to use the Front Service
Counter?
9. Any comments you have which would allow us to beter serve you
next time?
Thank you for taking the tjme to compiete this survey. VVe are
committecj b improving our service.
a
TOWNOF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
orot rr*r oF coMMUNrry DEVELoot*
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M01-0211
]ob Address: 4460 GLEN FALLS LN VAIL Status . . . : ISSUED
Location.....: Applied. .: 10/18/2001
Parcel No...: 2'10112313009 Issued . . : 1,0/25/2001
ProjectNo: ((-Tt:(-Ol?U. Expires. .: 04/23/2002
O$ll{ER Don & Susan Law AO/78/2OO7 Phone: 303-77I-2735
5535 E Mineral Lane
IJittIeton, Co
aoL22
License:
CONTRACTOR BIANCO BROTHERS !0/L8/2OOI Phone: 970-625-2087
].503 BEECHA STREET
RIFLE, CO
8l-55 0
License: l-l-5-M
APPLICAIfl| BIANCO BROTHERS Lj/IS/2OOL Phone: 970-625-2087
1503 BEECIIA STREET
RIFI-,E, CO
8 r-6s0
License:115-M
Desciption: INSTALL SNOW MELT AND HOUSE HEAT BOILERS AND LINES
Valuation: $28.000.00
Fireplace lnformation: Restrictecl: Y # of Gas Appliances: 0 # of Gas [,ogs: 0 # of
Wood Peuet:
So. oo Total Calculated Fees--> $?03.00
go. oo Addihonal Fees--------->
Mechanical--> 5560 . oo Restuarant Plan Review->
Plan Check--> S14O.O0 DRB Fee------>
Investigation->
Will Call--*>
s0.00 TOTAL FEES--------> 5?03.00 Total Pcmit Fee------> S703.00
$0.00
s703.00
$0-00
$3 .00 PaymenLs-----------t
BALANCE DUE-->
Itemr 051-00 BUTLDING DEPARTMENT
1j/24/2ool' cDAVrs Action: AP sEE coRREcTIoN ON FIEI-,D DRAWINGS
IICM: O55OO FIRE DEPARTMEIiIT
CONDITION OF APPROVAL
Cond:12
(BI.,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIANCE.
Cond: 22
(BLDG.): COMBUSTION AIR IS REOUIRED PER SEC. ?01 OF THE 1997 UME, OR SECTION
701 0F THE 1997 rMC.
Cond:23
(BLDG. ) : INSTAI-,LATION MUST CONFORM TO MANUFACTITRES TNSTRUCTIONS AND TO CI{APTER
].0 OF THE 1997 IJMC. CHAPTER ]"0 OF THE 1997 IMC.
Cond: 25
(BL,DG. ) : GAS APPIJIAT,ICES SIIA[-,L
TERMTNATE AS SPECIFIED IN SEC.
VENTED ACEOPJTNG TO CTIAPTER 8 AND SIIAIJIJ
OF TI{E 1997 I]MC, OR CHAPTER 8 OF THE 1997 IMC.
o
BE
806
Cond: 29
(BI.,DG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY W]TH CHAPTER 3 AND SEC.1O].7 OF
THE 1997 I'MC AND C}IAPTER 3 OF THE 1997 IMC.
Cond: 31
(BL,DG. ) : BOILERS SHALL, BE MOIINTED ON FIJOORS OF NONCOMBUSTIBIJE CONST. UNLESS
IJISTED FOR MOUM|ING ON COMBUSTTBLE FLOORING.
Cond: 32
(BLDG.) 3 PERMIT,PI-,ANS AND CODE ANAI-,YSrS MUST BE POSTED IN MECHANICAIT ROOM PRIOR
TO AN INSPECTION REOT]EST.
Cond: 30
(BI-,DG.): DRAINAGE OF MECITANICAL ROOMS CONTATNTNG HEATING OR HOT-WATER SUPPLY
BOILERS SIIATJIJ BE EQUIPPED WITH A FLOOR DRATN PER SEC. LO22 OF THE ].997 UME, OR
SECTION 1004.5 0F THE 1-997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure
g Code and other ordi
ryrg to the towns zoninp
f the Town applicable and subdivision codcs, design review approved, Uniform
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE'I'WENTY-FOUR HOURS
PNI.
SIGNA R FOR LF AND OWNEF
,NDVANCE BY TELEPHONE T OUR OFFICE FROM 8:00 AM - 5
{.+ +**** *** ** ** * *******r.** ** * * ** ****** *** ** * *****+ ** * ** ***+ +*** **** ************** * ******** ***
TOWN OF VAIL, COLORADO Statement
*,r* *** *********,t *** * * *!** '!* ********** ** + *+t ** *** +** ++* ++* * ******** **** **** *** * ***** *******:t(,t *
Stat.ement Number: R000001520 Amount: $703.00 LO/25/2OOLL1 :29 AM
Palment Method: Check Init: LC
Notation: #1829/Bianco bros
Permit No: M01-0211 T)4)e: MECHANICAT PERMIT
ParceL No: 27OII23L3O09
Site Address: 4450 GLEN FAI,LS IrN VAIIr
Location:
Total Fees: 5703.00
This Payment: $703.00 Total ALIr Pmts: 9?03.00
Balance: $0.00 .
,1. ** *,t* *'t* * * ** ************** **** ****** ***** * ***** i*+* ** * *+++*** * ** +* * * ** * ** +**+++***++* ***+* *
ACCOTINT ITEM LIST:
Account Code Description Cunrent Pmts
MP OO1(]O(]O31113(]O MECHANICAL PERMIT FEES 560.00
PF 00100003112300 PLAN CHECK FEES 140.00
INC OO1OOOO3112BOO IllILL CALL INSPECTION FEE 3.OO
Building Permit #:
mww
75 S. Frontage Rd.
Vaal, Colortdo 81657
u\Aro 5\tr1il5atv51
I
"{F,.F
CQIIRACTOR TMORMATTON
Contact and Phone #3:
37?-bPss -'
COMPTETE VALUATION FOR MECI{ANICAI PERMIT labor & Materials)
or visit
Parcel # .LlO
I
Job Name: /_AW Job Address: ",-- lVbQ bl( r'
4qLo 6e,, {rtl,,t s
I'U TD /z:q rzLo(6d of 5o E, u'f41rsq u)( b
!!rkClassr New[4 Addirior( ) Atreration( ) Repair( ) O$rer( 1
Boiler location: Interior (X) e,,turi*l-i-GE, 1 I Does an EHU o<ist at this location: yes ( ) No ( )
}yt,On,t,nn,.-1"mity()Q Dupto(( ) Mutu-famfi ) Commerciat 1 ; nestaurant( ) Other( )
No. of Exisflng Dwelling Units in this UuifOfnE No. sf Accqnrnodation Units in this bulHing:
ffi
Is ttrb a miv
rlr,l. rt r* rr * rl l.,f ,t {. * * tts d. *,r,r {. {r :t * * t FoR OFFICE ONLyrtr*'3:i*:t :t*:t,f t:fi rt***,trt,t*!r******{.*
t rl l)Ft / qdtonG/f onil/nrcdrpcnn
Ir<lol
t '' ,il
'a
;*,t
A
v
:r \
\n , ,., -/-' ,t' cV\/'
pt"J
9eF1 gLV ZL5
ID:970-945-7664
Boiler
Model
(1)
cGo.3 (51
CGs.4
CGs-5
CG:-G
Boller
Model
CGs-3
CGs-4
CGs'5
CGs-6
Noles;
S\rnply
A.G,A,
lnput
ilIBH
DlmonBiong
lnchos AW
6.1t2 13
816
s-|2 19
11 22
DOE
Heating
Copacity
MBH (2)
Not l.B-R
Water
Rallngs
MBH
0cT 15'01
shipphg
l{right
1q.
DOE
Seagonal
Efliciency
(AFUEI%
10 No .020 P .01
Vent
0iameter
Incheg
({)
Ratings
@
DOE
3
J
1
50
74
g7
127
J/
85
112
140
e7
100
r33
167
Supply
Piping
Inchsa (ll
1
I
1
1-1/4
Return
PlPlng
lnches (1)
200
240
280
325
Nat or LP Gae
Connoction
Slze lnches
1t2
1t2
1t2
1t2
85.3
t14.6
84.0
oJ-4
(tl
l:,)
(3)
{.)
(!)
,45 r'
Add 'PlN- lof ru|,fillgitrl 'Pll ' ltu I't.Prne 0!5
ftr:,ec on lrndarO teil Orocedute3 pl€gcdblll bt llo lltntd ste!.. O.pmrlEal ol EnoEy
t{ol l:8:R rntn93 8ft b!6od on n6l iftlallcd tldiolion o{ lulfic|ert quiftlily !(tl ll|0 lr4ttol|crrl'j
ot thc Dutdlng lnd nolh ng ||ccd ts 0(l(hl lr nqnilp9|ng tt{ Plcf'up nrlngr are.blgerl on ' pipng 8nd 9'cl-!9
"trnn.vrcr oli 15. !v| ao0t ttlronrn,:a ahot ld bc|notr,6r dnJAdr' p+Fng srd icl'lp 10503
CCr bo'lo|rlnuslh0 vt tld dkadt to the o|rl3l6c
Ar an Er{Gy sru p8|l€r. Wol"Mrldrr lr,* 0ctrlfi ngd frar tho CGr.J uesl' llt. Entie' Suig! d.h.e! lo{ (nrrgy 6lfic|ency
Dimensions
NOfE:
Ilithf .t'tul|.tot it shifl\al lM\ '(jr xl,tfta rt,lt i,r !l norktl4,
tith h lt'r \tl'l,l| ot trtt tt Pil,ntt
5r; littttsn:tt chttr {u 1,4't :i,.,tl
, l,.r'/rrkr',lr|r'.{, 1'',,' iri 1l.
llfEll'fltlAlll
A United Dominion ComParry
1
I
1
1-114
(t; qrqrtitof ianga rupplpd wa'n kitar ir !o'n : irte 65 rsqr1n'r'sndod gl,e Sile Fqi tutply rnd telum bails' l,'t ut:r.l er{ $ rr
inrldl.ll|on oEtrlrcumt.
f-rn
(2t tr.rh ri.
OD.nlngr
in(h u!' t,OOo arl,h
ol CG.; buir!.r ,rD('l
DRHL GLENLJOOD SPRING
s
@
Standard and Additional Equipment
srinihr',,1 Equtpntc:nr: !i3:;?i$ffiF$A;",;f,'liii;li1li,",^,,." E$il:3^"{#lllkase (erp'ns,o,,,anr, r,rl
Factory TcsGd onO orfa,n" pt"iii, vint coi arrO frardwa.c) & chock valvo. aulo orr verrt srrd frltrngs)
Two,lriese Top Jackat Pan€l 4ovlTranslormor ,109 - 6izo6 3 lhru 5; n11() - si(o 6-
3:lli# E::1i:'^""'-:,fi,1fiftl1n."n^,",o' *i*:i*Xlll":lt,u.un, ,r,"t.[l!,i,1.'lffiii?,liincffilu,{'xir-,u.ruocs
Radistion Platcs sreA,Base :ll:-#pi,lnn:*';3**', :;:fi:l;il i{t:ii:-::*'Inrograred Boiler Control McKjole \*rln. ^ ;; Fii ldUF n.ti"(Valua lBrdware 5- TyFo g vont pipe 8nd lllhrrgs
Intormittent Eloctronic lqnilion .system fr --tlJ,iol. Ji"uo"" riAtod for 50 psl worhrrrg must De frrrnished by Installel
Indicalar / DlaLtrrosti., Liqhls 'plassure) Hqh Altit\rda x{s
Inducer Assclrrl)lY
Frue Gas coilec.ror / r,ans,tion nssembry R:lj.!"lliF Prossuro'remPorstutc Gauee
W-tJ ilil?Jr:,1Jli:[:il::lJld"''l o'"^
f'?llo;HJnf,*
*tve ror 24 vort l,i ii'i.',r t:.ruion"'u, W:il X,i#Si.Llf;ll8Xtil'"or,"u p,oo,",o
ai. pressur€ swirch CGs AL2g-agn slanAt (same as ccir sFrler) iv-M B"""oo"rd uni,"
Non-Li^lritq Pllot Bu.ner 'lsco 110 Clrcr'lalol
In lh6 inre.€Et ot colltinuat improvomcnts in producl aod p.r{orma ce, Weil.Mclain ress at tho right to ch8ngo spccinc8lions wlthoul noticc'
O
loote our Srles Offices by visiting our ll,bbsln:
www.woll'mctatn.com
Crate Dlmenslons
{Outeide Meaeuremsntg - In.)
L.ngth Width Height
30 27-1t2 31-112
30 27-112 31-1t2
33 27-112 31-112
3G 27.112 31-1t2
Werl-McLain
500 Blaine slreet
Michigan City, lN 46360-2388
O 2000 Weil-McLsl'1 Form No. C-042R3(0300)
DFHL GLENLJOOD SPR I NG ID:970-945-7664 0cT 15'01 15 : 10 No .020 P .02
Inrher lnrml
Model JVi
lronl
Vlew
M"d";\)
h r light Slde
Visw
100
r05
rBn
'185
2t0
725
G16
Conn.
{ir I
1A
112
it2
1t2
1ra
y4'
Corlt
y0
w
429
azg
TI'
6tt
&t.0
tt4.0
840
828
824
$2
P.a.
6r,
Ntt.
Gat
36.I
54.2
09.0
1la I
t60a
41.5 t2 |
62 3 r8.2
670 2.0
102.5 300
111.2 3r.{
r&4.5 5r.0
Dtuniu'r
Inclp! {rr)
t06
t!.0
261
jia
409
1J'l/0
1}.16
ri.//8
l&7,t
2(l$
2t5/5
{
tofi Side
Yrw
AD'|r
(bs.l 1q{rl
ETti/if
x 1o)) (xh')
il,t.
E8!
63 t8t
13 ,r.
104 10.1
133 189
156 5..8
t22 21.1
45 107
6r | fi,f,
2t.3ta 705
zl-'!a 10s
?l.r,a lN
2g-lil 7t0
?0.]'1 7J!
5l.r2 8d0
00.{ ?0 5
1t5.? 3J.9
161.1 1t.3
ts.t 4
&{.0
6.0
03.0
83.0
fl?
851
E5.?
650
84.5
6.E
8S0
l-lra
!.,t/4
I. t/!
1-1/1
!.1/4
1.1t4
'l/2l(,r 9ropaa6
Standard lulpment anc sPecrlqrlons
hdLrc!6 olln
Heaono Ctn)
ETUhftl0m(&rti
.2 12.3 t3 t?6
tl 167
85 14.8
100 tr,{./
135 39 5
rs{ 53.6
Not llR
gTulrr ' 1000 (xh)
3t.4 rl O
:5.6 r0.3
730 2t 6
922 2l.0
11tt 3a.a
1852 t&r
N4r l8R
BTUA't lC00 tklrl
.yE 340
t3-3it 341'
16.111 t?!
16.t]l a2,
20.3t8 518
25.t0 65t
I
;
100
125
r60
u5
t,t 6
7t.9
2'J 1
16.4
05.9
50
75
1@
r€0
2?5
!r/t ,0
a.1ta 1(8
5.3/1 t.3
!-1n u0
?-l/J ta4
l0 2;t
y,6 ta.l y.1 t6.0
12a lt.3
0s.0 ?0.7
115.3 !3 '162.t ,l f
tt.1
t3.?
c2.a
E2.a
82.3
82.?
.? 0 12.!
03.0 ta4
It3.5 ?a (
r010 301
1320 38.9
1N72 5a C
O l,, rR.!!'n;
Opw
O*t,t-tn
(Ll rr'e G,"r.
2nt? a7x
21.1n 599
2t.tn t)t
2t.1D 61q
21.112 tJ|l
2'-\n N9
21-3t4 552
zr.!a 552
22.!t 316
22.5t. 5fE
22.V{ std
24.3t4 629
?t.$ aJo
2anrd 613
2i.!r0 otj
23.90 600
?!'!/E 6d0
?! ll4 59t
50 r{.6
75 2t.9
t00 ?o t
1?6 J6.6
1ti0 ,{0.E
i?5 65 9
L.
\l4aterpik Tcch'olo8ies. lr,c. f:Jbf f
6000 iondor Drrro, HoorPtrk. CAglo2l ' 805.52e.2000 ' FAX 805 529-se]1 llry=il Yll
ZO lndusnial vfay. Rocherret. NH 03667 ' 601.335.6300 ' FAX 60! 135 33SS lllsos"g3jft
I
480 S. Sewice Road West Oakvillc, Onrrrlo. Canrda L6K 2H4 ' 905'84't'8213 ' FAX 905 844 2615 lEf
t'/y|,w,loors.com -r'iohusa 3 LBrl H'*"'r str{$')r (Xtr| Darrrdt t0l}6D
t*,r, "'*a BRSTHERS H-BG & |{|l*a FFD,( No. . 7-s7o=v28s73a
jl.'
O... z2 zwL eP:sBPf'l F2
Page
3366 GI,EN AVE
GTJENWOOD SPRINGS CO. 81601
945-233L 1-800-252-3245 o8- 03 -2 001
DONALD AIID gUSAriI LAW
IleatslossisbasedonaDesiginTemI}.Differenceof90 -:--------
Hii*" HErGIrr rs 10.00 FEE', vglT-Is l;olo*offil"r"'nt 1 EXPOSED OPEDENGS, TOTAI-'I}IG
2 ExposED vtALIJs, rr6i-i""rrlai"g qeillii'Iqpl$g ":,> 1?0'0 SQUARE FEE-r
ROOM srzE rs 9-0 roNG by ,rz'o wioi''rolelruc t'. 108'0 gQUARE FEET
wrNDow rYPE rs: u-vii.r. -'-361 , n"ttill'parrt' r-,ory e eoating' clear Glass
riaii-rypn fs, u-varn. = -083, --(R) x2 WaII
CErr,rr\rc TyPE rS: ;-v;i;; = -033, Unconditioned Attic Space Aborre
31rJooR TypE Is, ;-it;i;" = o, Froor o\ter any conditiolgdofi!3""
1,275
32s
324
o
374
2,298
foob is 2t-3
}*****'************it***************fffiEl?*tt*tt*******************,.***|.****Jr*i*
;ItarrJoss vers s t-;;;l;ii tt?:;ti'3:.-u*H*s a'rd Associates' Berlaire' Mr
r*t*****rtit******t*******************i********t't*******************!tr***!r*******
DAIIIJ GLENWOOD SPRINGS
'Itre Total BTUH for the outside walls are
ffi il;i gTUE ror the Exposed openings are
;il; ;ati BTrlI{ ror the ceilings
itr* totar BTUI| for the floors
Tlre BTLIH infiltraiiott tot the openings is
iiis TgtAr. BTUII FoR Tgrs RooM rs
iii-il"I-niaianu rroor outpuL' BTU's /square
IG,STER eAl'II ,r7r ErnEr! yOLUME IS 1,210 CUBIC_EEET
CsiLrNc EErclrr rs 10'00 FEEr' -------::::::.:- iir.o souan' FEE'*illi::ii *m::"*::itiffii';a!ii::Eiiiiii'i:" ie'i o seuane FEsr
RooM srzE rs s.i-r.,oN6-r" -1r.-0fi;i;'TOrALrNe " 121'0 SQUARE FEET
wrgDow TypE rs, olv"ir. =' ,zr;:,, ooJi"'pine' l-,ow e eoating' Clear Glass
WALr-r TYPE IS: u-virot - '991' --!R) 12 walf
eErrJrNc rYPE rs: ;-v;i;; = '033' ut'tottaiti"ned Attic Space Jl'bove
Fr-ooR rvPE rs, ;-v;i;. = o, riooi over anv conditionedo|BS""
1,988
325
363
0
The
the
Ttre
The
Total Total total total
BTUE fOT ThC
BTUH for trhe
BTUH fOT EhE
BT[I{ for the
outsicte
E qrosed
ceilings floors
wal1s are
openings are
H;?*JE3rcsr rs 10,00 FEEr. voIrJME rs 3'l-eo cuBrc-FEEr
3 EXPOSED OPENINGS,TOTAI,TNG
2 EKPOSED wALIJS, not incluiling oe"":'ng"'T91Ml9 "tt 342'a SQIIARE FEET
ROOM srzE rs x.e.s IoNG by zz'o i'iirji' TOTALTNG >> 319'0 SQUARE FEET
WII.IDOW TI|PE rs: u-value = .361, ponlt.-Pane, IJow e coatirrg' elear Glass
wer,L rype rs, u-value = .083, (R) 12 WalI
cEItrNc ryp6 Is, i-vii"e = -033; Unconditioned Attic sp1c9 Above
FITOOR IYPE IS, U-V.].rre = 0, 9loor over any COnditsioned Space
HEATLOSS
:a -'r . ^'^'
-Page 2
2,565
744
957
0
859
S,tzg foot is l'6.l-
The Tota1 BTTIH for tbe outside walls are
;il; ;;;i irus rot the E:q)osed openings are
ih" tot.] BTIJIT tor the ceilings
The total BTL,H for the floors
tii" eflfi intiltraiion for the openings is
rTTS TOTAL BTUH T'OR TIIIS ROOM IS
n"g"fi"b-R.aiant, f,loor outPul , BTU's /sguare
FRrl'f i BrFr.rcE BRoTHERS PLBG & "TEd: F$( Nr. i L4ru42$7s (D". o wr @.tsmt P4
Page 2
!!ASTER, BED
CEItrlrG HEIGIIT rS 10-00 FEET, vO[Ut'{E IS 3.190 gttBIC rEEf,
3 EXPOSED OPENINGS, TOTAI.ING
2 EXPOSED I/YJlI.r'rS,
-"6i-itt"f"diag openings,ToTArrMc >>>> 342'0 SQUARE EEBr
RooM srEE rs t4-5 IJONG by 22.0 lfibi' TOTALTIIG >>_ 319.0 souARE FEEI
WINDOW TYPE IS: U-value - .361, Do,tbf;'Pane, IJor| e Coating' Clear Glass
wALrLr TIrPE rs: u-value = .083, (R) 12 WalI
@ILIN6 rypE IS: U-Vifne - ,033, UnconaliEioned egUic Specg ebo\fe
FL.ooR T:(PE rs: ;-v;t*; = o, Fl,ooc over any Conditi-one.l splce
HEATLOSS
:flec Total BT0II for the outside walls are 2'565
Tbe Total sfitf, roi i[i nte"""d openings are 718
fi; tot"r srutr tor int ceiriugs - esl
The total BTtIIr f,or uhe floors
Tbe BTt H intittraiiil-r"i-irt" openings is 859
TgE TOTAIJ BTUU FOi xIiIS ROOU I' .^ 5,L29
Ra"i;;-Rraitt-iro6i-ouiput, Bru's /square root is 15'1
ffilffifiltrc*r rs 14.00 FEE', voLIlME rs s'|5oo c.'Brc FEF'
4 EXPOSED OPEI{INGS, TqIALIIVG. >>>>>>
3 ExposED lrAIJIrs, -ili-inqruding openings,TorArJrllc >>>> 52o'o sPtrARE FEET
Roo!,t sraE rs zo-6-io"6-*- ^-i''b wioE' TorALrtiG >> 4oo'o SQUARE E.EET
I{INDOW lypE XS, ir-vii"e -'-35t' Dorrble Pane' Loi{ e coating' cleal. Glass
iiiii-iviu rs' u-vatue = -083, (R) 12 wall-
CEIr.rNci T::rPE IS: U-viiti = .033, UncbndiUioned At.tsic Sllace Abqve
ErooR T{pB rs: ;-Gil = d, rioor over any conditiotred space - HEATf',OSS
Tfre Total BT0II for the outBide walls are
'il;; r&;i BTIH for the Etrq)osed opeuings are
fte totaf BTUE for the ceilings -
The tot,al BTUH f,or the floors
ril ifitH irrfj.Itrauton for Ehe operrings is
rgS TOTAI. BTC'T FOR TEIS ROOM IS
-n'ii"iiih n"ai.ttt it*t qutput' BT(r's /equare root
4,650
7,Lso
7,.2O0
0
8,220
2L,220 is s3.1 I z zo
DINING .r, ^,r FFF,F VOI;IiIE IS 2,520 CTBIC FEET
Ceir,nrc rlcrclrr rs 14 - oo FEET,
1 EXPOSED OPENTNGS, TOTALING. >>>>>>
1 ExposED wAr-,rrs,
-"li-i""i.aiog op"triogs'lfrfTAl,ItilG >>>> 140'0 sotDRE FEE'r
ROOM SrzE tg 12.0 Lolrrci uy __1s.0-iiitE; TOTALING >>. 180.0 SQUARE FEtr
wrNDory rypE rs: u-vJo! =' -361, poJre'pane' r-'orr e coating' clear Glass
WALL TypE IS: U-VaIue = .O83, (R) 12 Wall -
cErr,rlrc rypE rs: ;-ili;; = '033, rnconaitioned Attic sBace Above
rLoon rypE rs: ;-;;i;; = 6' rioor over anv conditioned 3E3""
rlre toEal BTIH for the outside walls are r'0s0
rt,e Totar awn roi iiie i:tposed openings are e10
GREATRooI, O
'nrrriirL. Tq
O
.ETTJTNG HETGET rs 14.00 FEET, voLuME rs s,6oo cIJBrc FEET
4 EXPOSED OPENINGS'TOTAIJING.
3 EXpogED WALLS,-i6i-i""r"aing openings'TOTALING >>>> 620-o SQUARE FEET
RooM srzE rs zo.?i"ior,rii-uv !0.-0 i;tili;'iorarrwe " 400'0 SQUARE FEEr
WI!{DOW TypE IS: u-vllue =- -36L' ntuli"'pane' Low e coating' clear Glass
wAr,r, TI(PE IS: u-vir"t = '991' --(R) 12 waII
currJrNe rypE rs, ;-v;1;; = '033; unctnaitioned Atuic space ebove
FLooR TypE rS: ;-v;1;; = o. rioor over anY ConditionedofigS""
TheTotalBTruEfortlreoutsidewallsare4'550
The Teral ,Ttx roi iiii er.po""d openings are 7,L5O
The cotal errrl roi irt" ceirittg" - 1'200
fhe total BTUH f,or the ffoors ^--- r
Tbe BfuH j.nrilrraiii'i-t"l-.r." openings is .8'220
TI|E TOTAII BTUII FO; 'IHTS NOOU TS- 2L'22O
hequired Radianc ifooi-otttp"t' BTu's /square foot is 53'1
DINING - <, ,rrr 'FEr' VOIJIME IS 2,520 CUBIC FEET
ciir,rwe rrErGIrT xs 14.00 FEEr'
- - ---rr-::::'i:,:- iit. o souARE rnET *i-mcpossp
opENrNcs, TarALrNe.
I ExposED wArJr,s,;;;-i;i;oing opeiiiti!'r991-'1Nc >>>> 140-o SQUARE FEET
Rool4sIzEIsr'.0-iorlc_b'_i5.b;6i;-T0TAIJING>>180.0SQUAREFEET
*INDOW T.:apE IS, u-v.i.r" =' .t6L' oouure'Pane, Irow e cOating, clear Glass
WA.I-rLr T''fFE IS: U-v"it'" = '083' --(R) 12 WalI-
cErr.,rNG TYPE rs' ;-;;i; = '033; udcb"aiti""ed A!!i9 space Abowe
FrJooR rypE rs: ;-;;i;; = o, ri-oor over anv conditi;3i$r!E3t"
Qzto
Total BTUH fot the outside wa1ls are
;;;;i sffi rot the r:<Posed oPeninss are
t ,050
9r.0 The
The
r* : BlFt.ca ERBTHERS H-m & HrUC FFD( Ml. . r-sB-em738 o*. o zwL @zs*n P3
Che tota].
nhe toEal
flTE BfiJ'H
IIIE TOTAII
required
Page 3
BTUH for the ceil'ings
BTUH for the floors openirgs is infiltration for I -"iun-ron THrs Rooll rg
Ractiant ftoor oo"fritl-rrtl's /square foot is
540
o
L, 046
3, 545
]-9.7
K:nCCIIEN vo1,ll!{E IS 2.436 -qEIC-rEEf A;iltNa HErcrrr rs L2.oo wEET' ---r===-,1];l;r;- ri.o SQTDRE rpnr
T'"dPi:F''$ffiffii=#ffiil:'ii:4:iiia:riffiiii' i:" iil : l-:rm gm
*ffi#H;#;ii:"kffi :; .,.1: 3"ilffE-'#llli !'.o."riil' irEIi?I's"
wAr-L rYFE rs: ;-n;il; = '0?1' --(R) 12 t{al}
cErrJrNG TYPE rs: ;-";i;; = 'ors' uti-"itttoiti""tq Attig sPace ebnre
r.rJooR rypE rs, ;:;;i;; = ir,-iio"J-*tit anv condits';ffi*t:83"'
Ib€ rocal BruH for tF" g*ii*: n::?-::.'i:ffi ;;$i ;i; ;;; in" eqeled-clpeninss are
__^ L^--r E rqllr f6r the Ceilings fr" ioc*r BTUH for ttrc
ffi; ;il;I irua tor the f,rooEs ,,,..'+- 6.nrri' .tnrilrra;-iort fot the oPenings is rion for the 'rtre BTUH iaf,iltral
iiE id;L-:1g-:.1., H:'"ft:3I"1'Bru, s /ssuare
2, 003
488
609
0
s50
3, 660
foot is 18-0 nJq,tiiiian"diant f, roor ouEput'
SPORTS STORAOE - - ^ a^ d'F,,' vOIrUtilE Is 600 quBIc-E'E#
&fiilc furel{r rs_ 10'00 rEEr, =o,,,r'll::;;,;- 20-4 souARE-FEEf,.i'*i::g3 ;ltri:%fffiig€'ii'Gilil3:idirili'i:', -ii's-sernns rsEt
RooM srzE rs z'i-ioi6-uv- -e'-0-;iffiE;';AA;iNG "-- eo'o sotrens rnnr
ilffioi-rvps-rs, g:Vll$ =' :isli'*,ii'i-:U"*":,:-""*t"n'
crear Grass
YIAI'ILr TYPE fS: l
cErr.rNc 11rpE rs, ;:;;i;; = -irr,-uti;i"dit'ioneo eq9:'9 epace above
Fr.ooR TvpE rs, ;-v;"; = o, rr"ot-"Gt anv condittffiit|E!""
The Total BtltH for tbe orrtsi'le 1111" "tt
410
:rhe Total grug roi ii! B"p"ted-openings are 663
rte total gT't'H roi irt" ctiriug" - tt3
Hi: ;ffit'llff.l3f'll"rlilii3-reninss is 762
2, 015
'i'ffi 6'iLL-aTUH ron-Tursiff-rsq.rr'q ./sduare foot is ia'e ffiilT$f.:HLl"ltilI"I6ij'i-"*'slssuare root is 33'5
FOYER \IOTUI{E IS Hii'*c 'ErffiT rs 8'oo FEEr'
r. EEPosED opnrnrcslior.Ar.,TNg. "'::l 1 EKPoSED wAr'ts' ;;;-t"ti"ding openings'TorArJrltc >>>>
960 CTIBIC FEEE
35.0 SOUARE FEET
45.0 SQTIARE FEET
'FRO'I : Blft@ RETI-ERS PLBG I HTE-INC FAX Ml. i r47A-92W7#
v
]r. zz mt r'eafti Ps
Page 4
RooMsIzEIs].o.0IJoNGby-.!2.0-ffi8-oTAI,ING>>/120.0s9uAREFEET r{r*Dorf ffpE rs: ,rl.rlir" l'-rgr, d;;'pine' r.,cw e coating' crear Glass
NAIL TYPE IS: ;-il;; = '083-r -(R) 12 ltall
cErlrr{e r,.pE rs, ;-";i;; = o, conditioned Epace aboYe
ErpoR rvpE rs' i:;;i; = o; Froor qver anv eondiutffi*o#3"'
T,he Total BTIE for the outside walls are
il ;;a;t Bra,E for tbe B:<posed-openings are
t; ;;a;1 ErIrH for tsbe ceilings
rtri totar BTUH for tshe floors
'iiiE trutt rrrtirst.tion for the oPenings is
frE ioier E[nrr FoR TErs RooM rs
nequired Radlant ir"ot *ttp"t' BT{r'e /square foot
338
1,139
0
o
1, 3o8
2,784
is 23.2
EATII - a ^^ ,i6'rr VOLUUE IS 576 CttBIC FEET
ciir,rwe HErGsr rs 8-00 EEET, --_---.*-::::';*,";- s-i-souAnr FEET "i^111s:H ;mrurifiru;;:;i:iiii;riii*i6 i:" ii'e soLeRE FEnr
RooM srzE rs g.'ii-"oxE-lv ^ _-e.-o-iii6il'ioiar,rne " ?2 'o SQInRB FEET
wffDor{ TypE rS: U:vafi; *'.t9\, ootOrt'Pane' LoY' e Coating' elear Glass
wArJ, TSPE rs; u-vaiti = '083' .(R) 12-t{"1}-- ----
cErrrrr{c 1,rpE rsr u-v;r"; ' 0, conditioned sPace abs\re
ErrooR TypE rs' ;-v;i;l = o, rrooi-ottet any condittffiifi,333""
Tbe lotal Erf,UH Eor the outside walls are 474
r'he TotaL aruu roi fi; ;$;;d qPeninss are 284
:nre tot'ar etun for [ii" ""iri"gs
-
3 inr tot.r BTUH for the froors
fhe BIUE inffrcraii*t-ttr the openings is 327
trrs tornn stlfi E'di-tErs-ioora ts---, ^' ,o^,--o rr.r. i! 1'085
neguired Radiant?:-ilt "itiput' sru's '/square foou is 15'l
LAITNDRY ^ ^^ r:r,,,E,r, VOI,1;ME IS 920 CTBIC FEET
A;iinc HErcItr rs 8-00 rEEr, .----=---l:;;;,;- o.o seuenu rpur
T'fl^n:ili':ml)'i;yruiffi;14:iiii;:pidiii'i:"
-6 0 seuARE rEe'l
RooM srzE rs ro.ii-iollC-uv r-r's-wiiiil'toreryryc '1 1ls'o sQUrnE FEEr
wrNDot{ rvPE rs, ulv"i"" - o1-I10 0Penings in this room
wAr.r. TypE rs: ;-GiG = .d83, -(R) r2.w111__ _*^-
cEil.rNc lypE rs, ;-v;IG = g, 99lqitioned sPace aloYe
Fr,ooR rypE rs, ;-";i;; = o; rlooi over an| conditT;i$r8B3""
The roEal BTUH for the sutsicle walls are o
+he TotBl B'flJH lor the E:$'osed openings are o
Tt e tot"t to'* toi iit" o"irittgn -
3
H::#"""m.:ff':[q:llli3-:*"iuss is o
THE TorArr tlrre "di-ilir3-ioo'r.
t"--..=;*rrrrAre foqt ir o
'Required Radiant'?rooi-o"iput' am's /sguare f,oot is o'o
FRff'f': Blfr.rcB BR9TFERS FLBG & "TU|a FRX hn. i t-sn-szs7s ]t. n mn r,te'Pn PE
-\Page 5
BED 1 . - -^ ..E,n vOIIn4E IS 2,000 gPlc-FE"T
Eii"iros rrErorr rs B.oo FEET' .--*=,,,,1I;;;r;- ri.s sguenu rrnt
T'#*'h'lt"nil":*t*iil3';i:3Fiia::iiiiiii: i:" i)i- s s'rrene EsEf,
RooM srzE re :'z'i*ioffi-;Y- --?o'a'iiiiiil'i6ier'irve "-- iso'o SQUARE FEEI
wrNDow TYPE rs: 'i:v;il;
-=' '19]::'o*i[iE'pat"' r.o' e coatins' crear Grasg
*AL,L 'YPE
rs: ;-v;i;; = 'os3' .{R) 12 tvau
cErr,rNc lrypE rs: ;-v;i;; = 9' 9?igitioned sPace aboYe
FrrooR .rypE rs: u-n;i;; = o, erooi-*'ur anv conaitt;li*r^3n"3""
rhe rotar Br-trH lor -tlt9 9yi"^i* Pl:?-y""i:f,: ift:i ;idi i;; 'F; rys::d-oPenines are
ffi ffi;i irru ro' !!'" :?11'-1s''ilE i"uii BTUE for tbe floors ---r itE imn-inf iltration !"f^!lj-3"ninss 1s
iffi tdn-Ersn ron tsrs RooM-rs
L,669
L,2L9
0
0
1,40L
4,289
ff H:r#ffii'lr-sl"o'liiij.l"stu,s ,/square f oot is L7 -2
cARACE .- -^ ^^ F.6!E'- VOLUME Is 5,L75.-$PIC.FE*T
Eg]|ii.{G HErGrrr rs 10.00 FEEir, _----.,=,.1:;:;;r;- rsb.o sorIARE FEET 'l'Hi#i'ffil1iTT#:1ililfti'G;i6::Eiiiili'i:" -;;; : o so'lrens rser
RooM srzn rs zz-t''ioi6-uv---51''o'ffi;E;''ffifilne i' 5L7's SQUARE FEEr
wMDo3g trypE rs: u:vii"" -"!q1, ottUiE'Pane' t'ow e coating' crear Glass
wAr,r, TyPE rs: ;-v;iG = -991; -(R)
12 wall
cErLrNc TYPE rs: ;-i;il = 'oig'litJl"aitioned Attic space Above
FLoOR fyBE fS, ;-"d;e = '+f' Concrete Floors
ITEATL'SS
:rhe Total BT'uH ror the oucgide 11^11s are 1'315
The Tocal eorrffoi [iiE erqg?ea opeulngs .re 5,056
The total "ttrt 'o-" iiiJ ""irittg l:t??
*: :*:*t':mr"3['3*"'5]"?il!-openinss ie s'gze
THE TorArJ ttu" r'ii-ilrG-nooll -"lj--;.."r"e roor ir
l? 'o4e
Required Radians'iri"i-*iip"c, eTu's /square foot is 32'9
BED 2 - - -^ FFF,,, voLIJtt{E IS 2,L3A CUBIC-FEBT
Efii"ixc HEreEr rs e'00 FEEr' ---r--=-]:;l;';- ii.o sauARr FBET
l'trh";3i-iiili:":ll"T*ilffii'A;;iii;lffiiiitii:,' iii s-Eo'ens reEr
RooM srzE rs ,"-o-ioiE-;v --la'ififfi;'rorll,rNc " 237'5 SQITARE FEEr
wrNDow rypE rs: u:vii*" ='-:91, ";;i;'pitl' io"t e coacins' crear Glasg
TIALL TYPE IS: ;-v;i"; = :osl:--jR) 1e r{a}r
H':mXil"T"' g:;i-ni: - lar;Tii::fl'3dlffi"ils:' unconditisled space
HEATTOSS
'FRO]'4.: Blfl.fca BRATHERS H-BG & *Ua FAX No. | 1-s'?6-s2s;738
Page 6
'ct.. 2,2?Et BiALPFI P7
rhe Aotal BTUH for the outside walls are
ih; i;Ar Br'uII for ttte Ext)osed oPenings are
The total BTUII for the ceilings
rtre total BTUH for Ehe floors
ffi ;ffi infilgration for the openings is
TBE TOTAI, BTUI{ FOR TIIIS ROO!{ IS
n"quir"a niaiant irooi-"otptt!, BTu's '/sguare foot is
L,246
780
0
736
891
3, 659
15 .4
BATE
CEILING IIEIGHT IS 9.00 E'EET, voIJuME IS 1',260 cuBre EEET
0 EXPOSED OPENJNGS, TOTALTNG >>>>>>
2 ExPosED wAl,rrs' not incLuding operrings"toTAllNc >>>> 243'0 SQIIARE FEET
ROOM srzE Is 2O.O toric by ?.0 wrD6' TO{AIJI}iIG >> 140.0 SQIIARE E-EEE
liiNDol,r iipp rs, u-vaIue =-0, Na oPenings in-this room
wair, rvps fsr u-value - -0s3, -!R) 19 wall
&iirxe rypg rs: u-vatue = o, conditioned spaee :tbotte
FrJooR TYPE rs: ;-v;il; = -6ea, r'Ioor, ouei Enclosed' unconditioned sBace
HEATI.oSS
'rtre Total B.rrtH for the sutside wa1lE are 1'165
rG rd;i srux tot the Erq)osed openings are 0
'ffi i;;i irris tor the ceirinss - o
rrti tot.r BTUH for the floors 434
rd; BTIlrr inriltration for the aPenings is 0
rHS TOTAL BTUII FOR fTIIS ROOM IS 1'5OO
nlie"ii"e-n"aia"c floor outpuL, BTU'' ,/sguare foot is 11'4
.R3C RooM
cErIrINc EEI@f,r rs 9.00 FEET, volJIn{B Is 4,151 guBlc I'EET
2 EI(POSED OPEIII$IGS, TOTAITING
2 g'(POSED YrAr,LS, not including openingt'Igllllllg ""t 346'0 SQITARE FEET
ROOM SIZE rS 22-s r,oNG by 20.5 WIDE, TOTAIIIiIG >> 451.3 SQITARE I'EET
wINDow T]{PE IS: U-Vaiui ='.351, Double Pane, IJos e CoaLing' Clear G}ass
WA!I, TyFE fS: U-va1ue = .053, (R) 19 WalI
C-siLrNe TYPE 1S: u-value = o, conditioned space *on"
FInOR TYPE IS: U-vafrr" = .058, tr'Ioor, owe? Enclosed' UDcondiEioned space
HEATI.OSS
fhe Total BTuH for the sutside walls are 1'66L
ftre Total srUH tor ift n,qPo"eit openirrgs are 1'333
'il; ;;dt srltg roi irt" ceitinsrs - o
;ii; ;;iir sr('Ir to- the rloors 1'430
iil ;nfi irrtiltraiiott ror the openings is 1'532
rHi TorAt-, BTIH FoR Tllrs RooM rs- . - 5'956
iJqr.ii.o nlaialrt-ir""i"Jcpur, BTU's /sErare foot is Lz.e
6Mtffi-$'Ja
Page 7
3 EXPOSED OP8NrNGS, TOTer,1116 12;>>1$!F
3ExPosEDwAlIJs'noEincfudingopenings,ToTAl.',ING>>>>540'0SoI'AREFEEa
ROOM SrzE IS zz.-O-i-,OXe ny IO.b wrpE, TOTAIJIIiIG >>. 44O'O SQIIARE yEET
WfNDOw fvPE fS: U-Va1ue ='-36:., Ooulft'pane, r,ow e Coating' Clear Glass
nALt TYPE rS: u-value = -053, (R) 19 Wal1
C-siLrNe flfPE rS: u-value = o, conditioned space Pott:
FT-,ooR rgPE rs, i-vJ;" = -6se, F1;;;, ove? Enclosed' undonditioned ePace
IIEATI,OSS
Ttre Tota1 BTuH for tshe outside walls are 2'592
rilJ i"trr grurr foi ine nxposea openings are l'170
rlr; i;i;d sruu loi ttre ceitings -
^-2 the total BrUE for the Eloors r'5o't
iiG ;TuH inrittraiion for the openings is 1'34s
TEE TOTAI, BTUE FOR 11IIS BOOM I' .- 5,47I
ilquired,R"dianc floor output, BTU's ,/sguare f,oot is t4'7
TOTALS
-*** ***** ***** * * * **r.* * *** ****:l******** *** ******t **---,],:U;;-,;;Z"t;;;;-;;;- t--
voor'!{E rs "i;iii3;*::::::::lll:::llllllll;;;'- -ei;.i ssrrARE rEEr
.ffi||s*ffi ffiffillfue srade nor i.ncruil-ng openings 4,027'g souans reer
TotAr, sOuARE FEET, oi walls below griaE o'0 SQUARE FEET
3,7+4.3 SQURRE rEEr
rlooR At{D cErIJrrdG SrzE rs IrEATIoss
The lotal BTI,H f,or the walls above grade are 26,452
Ttre Total BTUE for irri warrs below |rade are
ftte Total ST.n, toi tft" Sr.p"n"d openlngs are 21,589
'rlre uotar srrrs toi irtJ ".irittgs
- s'725
The total efifi toi the froors .5' osl
il! iffi-iiiiicliirJi-toi-iu. openings is 24,e81
TOTAIT BTUg, THIS Bg.IITDING 83'811 0 BTUII
*******************i*****'t***:t************!r**.*!.!t***iiii****t**'********l****t*i*ofrl:, "'l:7'vuJ^u
"'r.;"'i
@
s rlf(e i48w Pa f Kwr-
& s;ppLe'4EN7AL qD brzotte5
40OY lv 2 fiwE
SPsoz
'$
permit Number: -f3O t -O A\j
Date of lnspection: t 311
Job Name:
O ,*ar=.TroN REeuEsr
Town of Vail
479-2149
Day of lnspection: trfon @ Wed Thur Fri A lQ-
Job Address: L( L((4 o
Requested ey: fr-rr.ri 56 tt C.:L Phone:
Other Comments:
31G - t'u \
BUILDING:
o Footing/steel s Foundation/Steel o Framinq u Roof & Sheer
o Plywood Nailing
a iEulation
a SheetrocUNail
tr
;4Final C O
ELECTRICAL:
o Temp power
o Rough
tr
tr
tr
Conduit
Final
Approved ux&rS
PLUMBING:*Underground
*Rough / DWV
*Rough / Water
"Gas Piping *Pool/Hot Tub
"Final
MECHANICAL:*Rough
* Heating *Exhaust hoods
" Supply air
* Final
Reinspection required
ns / Comments:L&-t c_
(D ,*rr.proN REeuEsr
fown 5f vail
479-2149
Permit ttumUer: rrhO ( -OX(\
Date of Inspection: \ j
Job Name:
Job Address: t(t[Q o (-(.-ar "1a-\-n [^-c.-rn-s
Requested By:Phone: 3-lQ ' ;'17
'
Other Gomments:
Dayof tnspection: nron@ wed rhur Fri A@
BUILDING:o Footing/steel
s Foundation/Steel
a Framing
o Roof& Sheer
a Plywood Nailing
o Insulation
SheetrocUNail
PLUMBING:*Underground
*Rough / DWV
"Rough / Water
*Gas Piping *Pool/Hot Tub
t
u
0
tr
"Final
Final
ELECTRICAL:MECHANICAL:*Rough
Temp power * Heatinq
Rough *Exhaust hoods
Conduit
Final
* Supply
Reinspection required
ca|rcTovv[Corrections / Comments :
O
'*rr=.TroN
REeuEsr t
Town of Vail
479-2149
permit Number: TO ( -O V2-
Date of lnspection:
Job Name:
rj
Job Address: t{'(rio CrL--rrr 4al!z L.*--a--,.-
Requested By:Phone:
Other Comments:
Day of Inspection: nron @ wed rhur Fri A Q
BUILDING:
o Footing/steel
PLUMBING:*Underground
*Rough / DVW
*Rough / Water
"Gas Piping
o Foundation/Steel a Framinq
o Roof& Sheer
o Plywood Nailing
a lnsulation
*Pool/Hot Tub
*
Sheetrock/Nail *
./vlnal
r-
tr
o.
tr Final
ELEGTRICAL:MECHANICAL:*Rough
0
tr
o
tr
tr
Temp power * Heating
Rough *Exhaust hoods
Conduit 'Supply air
Final
I
armrT vi
Approved Denied Reinspection required
Corrections / Gomments :
,-ffi
I
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxi 970.479.2452
web: www.ci.vail.co.us
Protect Name: Law Residence DRB Number: DR8010150
Project Description:
New home
Paillcipants:
OWNER Don & Susan Law 061L21200L Phone: 303-771-2735
5536 E Mineral Lane
Littleton, Co
80122
License:
APPUCANT S.H. COLE CONSTRUCTION CO 06/1212001 Phone: 970-476-1426
2897 TIMBER CREEK DRIVE #21
VAIL, CO
81657
License:
CONTRACTOR S.H. COLE CONSTRUCflON CO 06/1212001 Phone:
2897 TIMBER CREEK DRIVE #21
VAIL, CO
81657
License: 189-A
'ProjectAddress: 4450 GLEN FALLS LN VAIL Location:
Legal Description: Lot: 9 Block Subdlvlslon: Forest Glen
Parcel ilumber! 210112313009
Comments:
BOARD/STAFF ACTIOI{
Motion By: Andy Blumetti Action: APPROVED
Second By: Hans Woldrich
Vote: 4-0 Date of Approvalz 071251200L
Gonditionsr
Cond:8
(PI-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construdion activities.
Cond: CON0004903
All construction must be in acmrdance with the arborist report dated July 23, 2001
Cond: CON0004904
All construction must be in compliance with the requirements of the hazard report
oateo:uV?zoor
Planner: Allison Ochs DRB Fee Paid: $200.00
\
DESIGN REVIEW BOARD AGENDA
Wednesday, July 18, 2001
3:00 P.M.
PUBLIC MEETING RESULTS
PUBLIC WELCOME
PROJECT ORIENTATION / LUNCH - Community Development Department l2:00 pm
1:30 pm
MEMBERS PRESENT
Clark Brittain
Bill Pierce
Hans Woldrich
Andy Blumetti
MEMBERS ABSENT
Charles Acevedo
sfrE vlsrrs -Wear good hiking shoesll
1. Manart residence -2945 Mann's Ranch Road 2. Brown residence - 2642 Cortina Lane 3. Grand Traverse - 1418 Moraine Drive
4. Lionsmane - 1063 Vail View Drive
5. Selby residence - 1467 Aspen Grove Lane
6. Bridge Street Lodge - 278 Hanson Ranch Road
PUBLIC HEARING - TOWN COUNCIL CHAMBERS
1. Millrace Condominiums - Final review of proposed e)ilerior alterations
1478 Westhaven Drive / Millrace Condominiums, Phases | & ll
3:00 pm
Ann
A part of the SW % NE %, Section 12, Township 5, South, Range 81 West of the 6th
Principal Meridian.
Applicant: Millrace Condominium Association, represented by Fritzlen Pierce Architects
STAFF APPROVED
2. Vail Village Inn - Final review of of a remodel to unils 335 & 337. Brent
100 E. Meadow Drive #335 & 337 - Vail Village Inn / Lot O, Block 5D, Vail Village #1
Applicant: Patricia and Gerardo Schroeder, represented by Fritzlen Pierce Architects
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MOTION: Clark Brittain
APPROVED
Lionsmane Condos - Proposed repaint.
1063 Vail View Drive/Lot A5-1, Lion's Ridge 1"' Filing.
Applicant: Lionsmane Phase ll Condo Association,
MOTION: Andy Blumetti SECOND: Hans Woldrich
CONSENT APPROVED
SECOND: Andy Blumetti VOTE: 3-0 (Pierce recused)
Bitl
represented by Arrigoni, Inc.
VOTE:4-0
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4. Sanatt residence - Proposed revisions to approved plans.
1328 Vail Valley Drive/Lot 22, Block 3, Vail Valley l"tFiling Applicant: Alex and Flora Sarratt, represented by Andrew Abraham
MOTION: Andy Blumetti SECOND: Hans Woldrich VOTE: 4-0
CONSENT APPROVED WITH 2 CONDITIONS:
1. That the deck rails on the entire house be consistent. lf the proposed rails are to
be used, additional details must be submitted for view.2. That all requirements of the Public Works Department must be met prior to the
issuance of building permits.
5. Law residence - Final review of a new single-family residence. Allison
4460 Glen Falls Lane / Lot 9, Forest Glen Subdivision.
Applicant; Don and Susan Law, represenled by S.H. Cole Construction
MOTION: Andy Blumetti SECOND: Hans Woldrich VOTE:4-0
CONSENT APPROVED WITH 3 GONDITIONST
1. All PW issues must be resolved prior to submitlal of building permit.
3. Environmental Hazard report must be submitted prior to submittal of building
permit.
4. The arborist report, to preserve the >20 ft. spruce trees on the east side of the lot,
must be submitted with the building permit.
6. Manart Residence - Final review of proposed window trim
2945 Manns Ranch Road, Unit #4/Lot 4, Block 1, Vail Village 13th Filing
Applicant: Manart, represented by Melissa Greenauer
MOTION: Bill Pierce SECOND: Hans Woldrich VOTE:4-0
APPROVED WITH 2 CONDITIONS:
1. That the stucco and siding colors match existing; dark gray stucco shall be used
on the garage and light siding and stucco be applied on the second level.
2. That the "vintage burgundy''window sash be sunounded by a gray brick molding
or wood trim to match the windows on the adjacent unit.
7. Grand Traverse - Conceptual review of proposed single-family residence Ann
1418 Moraine Drive, Lot 9, Dauphinais-Moseley Subdivision Filing #1
Applicant: Pat Dauphinais
MOTION: Clark Brittain SECOND: Bill Pierce VOTE: 4-0
APPROVED WITH 2 CONDITIONS:
1. That it be staff approved once outstanding issues are resolved.
2. That the retaining wall be removed and replaced with aspens.
L Brown residence - Final review of proposed single-family residence Bill
2642 Cotlina Lane/Lot 6, Block B, Vail Ridge
Applicant: Bill & Norma Brown, represented by John Martin
MOTION: Bill Pierce SECOND:Andy Blumetti VOTE:4-0
Bitl
Ann
APPROVED WITH 3 GONDITIONS:
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1. That all requirements of the Public Works Department must be met prior to the
issuance of building permits.
2. That the wood siding on the west elevation not extend below the divider of the 1d
and 2no floors.3. That 3 evergreens I feel in height and 3 evergreens 12 feet in height be planted
on the wesl side of the building. That 2 evergreens 8 feet in height, 2 evergreens
10 feet in height, and 2 evergreens 12 feet in height be planted on the east side of
the building.
9. Bridge Street Lodge - Final review of proposed 250 addition Allison
321 Hanson Ranch Road, Unit#501 / Lots A, B & C, Block 2, & a Portion of Tract E,
Vail Village 1"' Filing.
Applicant: Agustin Franco
MOTION: Bill Pierce SECOND: Hans Woldrich VOTE: 4-0
APPROVED WITH 1 GONDITION:
1. That the greenhouse element not be approved as part of this application.
10. Selby residence - Conceptual review of new single-family residence & final review
of proposed driveway. Allison
1467 Aspen Grove Lane / Lot 88, Block 2, Lionsridge Subdivision Filing 4
Applicant:
MOTION: Andy Blumetti SECOND: Hans Woldrich VOTE: 4-0
DRIVEWAY - CONSENT APPROVED WITH 1 GONDITION:
1. That all Public Works issues be resolved prior to permit.
11. Vail Mountain School - Final review of revised mechanical..equipment screening. Brent
3'160 Katsos Ranch Road I Lol 12, Block 2, Vail Village 12'n Filing.
Applicant: Vail Mountain School
STAFF APPROVED
12. Beaver Dam residence - Proposed changes to approved plans. Bill
383 Beaver Dam Road/Lot 3, Block 3, Vail Village 3'o Filing.
Applicant: A2Z Holding, LLC, represented by Fritzlen Pierce Architects.
MOTION: Andy Blumetti SECOND: Hans Woldrich VOTE: 3-0 (Pierce recused)
APPROVED WITH 2 CONDITIONS:
1. That the "false windoW' on the second floor of the north elevation be removed and
replaced with vertical siding to match the remainder of the building.
2. That the conugated edge ofthe conugated corten roof not be exposed to view.
Staff Denials
Sonnenalp Real Estate - Awning. Ann
242 E. Meadow Drive/Vail Village Filing 1.
Applicant: Joni White Taylor
Peterson/Green residences - Slorage shed/trash enclosure.
2844 Snowberry Drive/Lot 19-8, Block 9, Vail Intermountain.
Applicant: Thomas & Sue Peterson
Meir residence - Proposed repaint,
4267 Nugget Lane/Lot 9, Bighorn Estates
Applicant: Dennis & Linda Meir, represented by Duane Piper
Staff Approvals
Sun Vail Condos - Siding replacement. Bill
625 N. Frontage Rd. WesVLot 9, Block 2, Vail Potato Patch.
Applicant: Sun Vail Condo Assoc.
Gingrich residence - Enclose existing entry porch. Judy
4887 Juniper Lane/Lot 7A, Block 4, Bighom Subdivision sth Addition.
Applicant: Tom & Chris Gingrich
Joe's Famous Deli - New sign. Brenl
288 Bridge StreeULot D, Rucksack Condo.
Applicant: Joseph Joyce
Lewis residence - Storage shed in carport. Brent
2520 Kinnickinnick. M5/Meadow Creek Condo of lntermountain.
Applicant: Jane & Will J. Tenney Lewis
Vestlandet Condominiums - Window replacement on south side of Building B. Ann
1746W. Gore Creek Drive/Lots 1 & 2, Vestlandet.
Applicant: Chris Michael Mcnamara
Love residence - New railing. Allison
800 Potato Patch Drive/Lot 7. Block 1. Vail Potato Patch
Applicant: Robert J. & Judith K. Love
O Meara residence - Repaint, cut trees. Judy
2952 Bellflower/Lot 18, Block 6, Vail Intermountain.
Applicant: Michael O Meara
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Golden Peak Skier Tunnel - Fill storage.
458 Vail Valley Drive/Golden Peak.
Applicant: The Vail Corporation
Becker residence - Deck enclosure.
5053 Snowshoe Lane, Unit A/Lot 26, Block 19, Vail Meadows Filing 1.
Applicant: Lois M. Becker
Wooden residence - Dormer addition.
5053 Snowshoe Lane, Unit B/Lot 26, Block 19, VailMeadows Filing 1.
Applicant: Douglas L. & Marieiia Wooden
McMahon residence - Loft addition and enlarge window.
1245 Westhaven Circle/Lot 36, Glen Lyon Subdivision.
Applicant: McMahon Trust
Brenl
Allison
Vail lntemational -^Minor change to approved plan. Judy
300 E. Lionshead Circle/Lot 4,Block 1. Vail International.Applicant: VaillnlernationalCondoAssociation
Kirby residence - Replace/shorten retaining wall. Brent
217 Rockledge Road/Lot 13, Block 7, Vail village Filing 1.
Applicant: Steven & Suzette Kirby
Selby residence - Temporary rockfall mitigation fence. Allison
1467 Aspen Grove Lane/Lot 8, Block 2, Lions Ridge Subdivision Filing 4.
Applicant: Robert & Kristine Selby
Bigos/Murphree residences - Expansion of 2nd floor decks. Ann
1834 Glacier CourVLot 23-A, Block 2, Lionsridge Subdivision Filing 3.
Applicant: Steve Clark
Sears residence - 250 addition. Bill
141 West Meadow Drive/ Lot D2, VailVillage Filing 2.
Applicant: Francine Sears
Rautenstraus residence - Rebuild deck, replace deck rails. Judy
5026 Main Gore Drive, Unit 1, Building B/Lot 1, Gore Creek Meadows Filing 1.
Applicant: Roland C. Rautenstraus
Fite residence - Deck addition. Ann
1 844 Glacier Ql.lLot 24, Block 2, Lion's Ridge Filing 3.
Applicant: David & lrmak Fite
Weir residence - Deck addition, replace sliding door with French door. Ann
933 Red Sandstone Road/Cottonwood Park Townhouse.
Applicant: Donald Weir
Riva Ridge North Condominiums - Tree. removal. Brent
133 Willow Place/Lot 6, Riva Ridge Chalets North.
Applicant: Tom Saalfeld
Village Center - Rooftop satellite dish. Judy
126 Willow Bridge Road/Lot C&K, Block 5E, Vail Village l"tFiling.
Applicant: VillageCenterCondominiumAssociation
Town of Vail Municipal Building - New fence. George
75 S. Frontage Rd./Unplatted.
Applicant: Town of Vail
Thompson residence - Exterior spiral staircase. Brent
45 Forest Road/Lot 33, Block 7, Vail Village 1"' Filing.
Applicant: JVB Properties, Vail Ll-C
Pollack residence - Driveway re-alignment. Brenl
1250 Westhaven Circle/Lot 30, Glen Lyon Subdivision.
Applicant: Cynthia Stroum Meagher
The applications and information about the proposals are available for public inspection during .
regular office hours in the project planner's office, located at lhe Town of Vail Community
Development Department, 75 South Frontage Road. Please call 479-2138 for information.
Sign language interpretation available upon request with 24 hour notification. Please call 479-2356,Telephone for the
Hearing lmpaired, for information.
07,'24i01 'ItlU 00:07 [:\I t)70 .l i, :l
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Tree Condition Report
For
l'he l-aw Residence
Lircair,.rri 446,.r Glerur Falls Lane
\1ail, Cl)
Prepz,red rbr: SH tlonsrruction Conrpany
:lx()7 Timbef (lreek [.)r #21
Vail. ,-.() lllrr5T
Prepared hy A Cut./\bove l;orestr-'v
I'.) 71.i.
Iin:ckcnr,dgc tlO
Foresc*:r ldck Herw,eire
.lu1v J3, 2001
| /24/0t 'IUE 08rOfI F,Lt 0?0 45il 91"14 l\ 'lff Al)0l'li l.'0Rll!il'l 'oo
Table, of Contents
i 0lntroduction n 1.1 History and Site Dpscription
2,0 Survey Method
3 0 Tree Condition
3.1 Generel
4.0 lmpacts and Mitigation
4. 1 Construc'tion lmpacts
4.2 Mitigation Recommendations
4.3 Effec{s of Construction Activities
5.0 Literature Cited
List of Maps
Vicinity Map
Site Plan
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0?/24/07 TUE 08;00 r,\'.X 970 et.l .\ fl | \tI0\'ti [()Rlis'llt]
1.0 lntroductlon
The Law ResidErrce is loceted at 4460 Gl€nn Falls Lane in The Forest Glenn
Subdlvisfon, Vail, Colorsoo. The lot is .664 acre ln size. The proposed
development of the site indudes the construction of a singlo-tamily residence
including the installation of all necessary underground ulilities such as phone,
elec{ricity, vater and sevrler.
S.H Construction, thti burlder, contracted Cut Above Forestry to evaluate the
existing treE condition and determine the potential impacls of developmont on
tree health. This report wili examine and charactgrlze gen€rel trae condition on
the proposed building site and determine th€ impact to th€ tre6s assuming that
tho Bit€ will be dislurbed to the edges of the building envelope. lndividual tree
"sultability for preservation" Wll be assessed based upon tte present site plan,
tree health, condition and struc{ure. Recommendetions lo improvo preservation
potential for high value trees will be addressed in this reporl.
1.1 History and Site Description
The lot is currenily undevaloped. The property is locatEd al ths end of a could
eac end bornded by developable house lots on both cides.
The slte iB located near lhe top of the subdivision. The lot gently slopes to the
noftll,t€8t.
Tuo tr6e species afe present on the site, Englemann spruce (Picea englemanii)
and, lodgepole pine (Pinus mntofta)
2.0 Surrrey ilrthod
Tr6€e greeter than 8 inchBs in diameter are identified on th€ Bite plan. Th6
location and idontification of th6 tr6es was performed by the surveyor
A t/,talk-lhrough inspedron was implemented on the site to gather loullevel
infonnation prior to clearing and grubbing.
3.0 Treo Condition
3.1 (bneral Tree Condition
Tree condition is determined by *rvaluating damage to th6 roots, nnin stem, large
branchee, small branches and foliage.
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07/24/01 TtlE 00r10 F,{.X 970 915{
Root loss
Mechanlcal demago to trunk
No inscct or digease problems are prosent on the gita. The lodgepole pine tree
ia in good condition. The spruce tr,-"es are in good to excellent. hLalth end
conditim.
4.0 lmpactr and lrltlgetlon rocommendefions
4.1 Conltruc{lon lmpacts.
The development activities that will have the greatest impacts on the residual
troes er€ excavation, pedestrian and vehicle lraffic, regrading and wall
construction on the north vest side of the house. The impacts from these
activities erc root loss, soil compaction and damage to the stem and branches.
Excavation will be required to within 12teel of an '18-inch diemeter todgepole
pine and 18 fset of a 26-inch Englemann spruce.
4.2 ultlgatlng Recommondations.
Mitigation recommendations are designed to reduce the impacts of development
to the tree. The goal is to maintain or improve tree health before, during and
afier the davalopment process,
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construction fencing. Rainforce fencing with hay bales.
Prune roots to minimiza structural damage, promote root
hair growth, and enable tree to mount natural defense
against pathogens. Deep root feed trees with root
llr!.tl"tt" g fqli I it"t
""d Fence tree with eilt fencing at greatoot possible distanc€
Mechanica|damagetobriincherPrungbranchestn
rvill reduce cJrances of "claw hammer prunino'
Fence area lhat can be lefl undisturbeC and ernpnasize
inrportance of staying within the fenced boundary. Use
plyvrnod bridges lo cross areas that will not be disturbed b)
equrpmgnt.
Stag€ building materiale av,ay from critical root zones
(since ws could not perform an inventory, use 1 foot of
dtstance for each inch of tree dr.ameter as a general root
protec{ion zorr).
Afler construction, vertical rnulch tress that rrrere impacied
07/24/01 l'tlE 08:rt F.di 070 ,l|54 r clf l ADO. ri F'0RllsTRI 4;:l o Etr ooo
4.3 Effcct of Construction Actlvlties
when e building site is'cleared, several large, well-established trees are often lefl to enhance tho ag6th6tic value of the properly. Hovr€ver, within about 2-g years
aftef the etrueture is built, many ovvn.rs are dismayed to s6E one or rnore of
these tre€s decline. symptoms Ere stunting and brbwning leaves or needles,
thinning foliagE, and twig and branch dying. often trees 6ventually die. There
may b€ a variety of causes, but damage is often the result of the l-and clearing
and building activities.
Treag can suffer damage from a wide zariety of L.auses. Microorganisms cause
some problems, such as root rots arld needle diseaees. Insecls &n also cause
injury. Houev€r, most plant problems are due to adverse vreather or cultural
condillone that stress the plant. rhese adverse conditions include freezirg,
drought, over-watering, anc lmpropi r fertilizing. construction acliviti€s srtn ",ehange of grade, soil compacrion, m:chanical injury, and trea thinning Can contribute to stress.
symptoms of plsnt danrage resurtirig fiom stress sometimes do not show
immediately, and may not be obviot.s .rntit sevoral years after the stross
occurred. symptoms may result fro'n the accumulation of several stress
conditiens, In addiuon, the rlder a trei ts, the less likely it is to successfully adapt
to changes aralnd it.
In prtparing a building $rts :;'Jil rs o{:en "rrovecr in order to level areas wtrich onca
\ /€ie.gloped, or lo slope areas Iricr, wer !. orig:nally level, lf trees are left,ltanding in these affected ared5, rlrev nny rrave soit addeo over their rooi
syslcms, or the original soil ltrvcl ,JV"- r ths rr'ots nay be lowered. These changor can caus6 significant damage arld even doa(h.
Raisirg the grade can suffcJate ih,) roots Thi. amount of damage deprnds in pert 0n the kind of tree, thc deptfr c+ il- e f,il, anJ lhe soil texture 6f the fili. several lnches of fill ovar the root systen w.,l i,dversely i"ffed most kinds oi treei.- some can be Adversely affecle' ' by lesr, il., rr an inch of addeC soil depth San4r or gravelly fills ere less dan iagrng r ,ar rr:dVrer i;lls such as silt or'clay. t_oogepore pine, aspen, Englemanrr sF,i u{e -r, , sub arpine fir treee are intolerint of facnflll in thc root zone.
Placing asphalt or @ncr€te cver a r Jor syslem can have the same i;rjfocatrr.g effed as raieing the grade arourtd the u3e.
Lou,€ring the grade arouncr trees can be oatrimental. lrosr lb€derroots a;r Iocetd ln tfiatop a b B inchss tf soil. Framoving soil remores r"ny oitr,e roots that supply the tree wrth '^'arer a rd nuirrenls lt also causes signitie-nt rcrt injury. lf enough large rrots are r "ms*erl. ra, k of ancnoftuE may cause the tr€i,j to fail.
07 /24/01 Ttlt: 0e r2 |;il .r70 fr .l.l r ('lft At)0\'t1 lr0Rtilt 'RI
Grade cfranges csn also affect the depth of the water table. lf the grade is raieed,
the resulting rise in the water tF rle may suffocate roots in addition to the
suffocation from the added soit d€pth. lf th€ grade is lowered, soil u'ater may be
less available, and this. in combination with lack of roots due to tho grade
lo^/€ring, may put s€vere drought stress on the tree.
Other changes in drainage patterns, such as lhosa due to asphalt or concrete
drivanays, patios, or founcations placed near trees, cen result in trees receiving
mora, or less, water than ihey originally did, and this can orften times cause
serious damag€ to trees.
The moet common car.rse oi declin? ard death from conetruction is Boil
compaction. Heavy equipment wili conpact soil. Rep€ated ',tfialking over the soil
will also t€nd to cornpact it. Roots growing in compacted soil will be adve|3ely
affected, since oomF,dcted soil .s fess open to eir and watsr movement. Sandy
soils or soils high rn ;rganrc fi;,tt€r tend to compact less than heaW, clay-like
soils.
Equipment nisy gouge fhe barr orr tl re tree trunk or bsttress roots, and can
damage roors sirnpry by nrov;;tg over rhe rool system. such injuries can be
detrimentel, not only because 5 rr:l€eod part of the tr€e hes be6n romoved, but
also becauec decay orgarrisms rr.1J! enter th6 uounded areas, lf the bark is
knocked r.,ff all the way ar:und th. trunk, the tree iB girdled and will die. Digging
trenche.J for foundations and varicus underground pipeE and oable can also
cauge gorious root lose ond lar;rege. The closer the kench is to the fi.rnk, the
mora sevefio the effecl on the ree D:imaged trees may die or tail
'i rees will be removed from rhr sl.l to ( reate an araa on which to build the
slructura, to decrease the ar,'-unl oi shade, or to give desirable tregs more
grodng room. When Etands r tra€s ar$ thinn€d, remaining tre€s are mor€
eXpoeed lo wind, and mAy sLiier \:/ind damage. Wind damage can range from
brolcn brarrches to entire tr"r€,i berng broken and blo*n over. The vulnerebility of
a stand i9 increased ulren tne laf ger trees (with larger croums) are removed,
becauso the stand is opene,:: to Jfeater irfluence trom the wind, Removing
srnaller trees will cause fewer prohlems, because the remaining larger lrees are
already wind firm. The grearer +l1e cl3gree of thinning, and the denser the original
stand, the gfttater the charrces i..'r w;rrd damage to the remaining trees.
4.4 Gonstruedon llldgatiori Specifi cations
Gcneral
1 . Any activity within the qr llic€r1 16i I zon.r' must be approved and monitored by
the Consulting Arborist.
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01 /24/01 'l'llll 0lt; l{ lt{,t 070 lllf r \ ('t I \ll(lvli lroRllS'l'R'l
2. Any herbicides placed under paving inaterials must bo saf€ for uso arouno
trees end labeled for thgt use,
3. Any grading, @nstruciion, damolition or other urork that may encounter tree
roots Ehould be monitored by the Consulting 46o6r,.
4, Do noi store or dump excess sorl chemicals, debris equipment or other
matefials within the tree orotection zone
5. Inslatl and maintain a 4"-6'' layer of mulch within the tree protection zon€. Th€
mulch will help reduce soil compaction and moderate soil temperature.
6, Construct and use plywood brrdges set on spaced 4x4'e to minimize soil
compacllon in areas that wilt be loft undisturbed except for foot traffic.
Fertllzlng
1.Dccp rmt fiaed all asr.ren, spruce and pine trees located near the area of
disturbance.
2. Feed with a rool stimulating fer:ilizer.
3. Feeding wjll oe performed in a radiel pettern with thB feeder needle being
ingerted &1 0" bglow the soil surface, Insertions will be made at 18" inteNalE on
the edgo of the drip line.
4. 'fhe first feeding shall include an inoculation with mycorrhizae fungi.
Fenclng
1. Fence all treas to be retain€d to coxlpl€tely enclose th€ tr6e prot€ction zon€,
as ind,cat€d in table 1-1 and tho acco,tpanying staging plan map, prior lo
dernolltion or grading. Plastic snow fencing attached to metal posts driven into
tho ground will b6 acceptrable fencing. lf the fencing is continually damaged or
lorn down, it will be r6plac6d with chain link fencing. Fences will remain until
constfuction is completed. Plastic construction fencing will be reinforced with hay
bales to minimize soil migration into the root protec{ion zone.
2. Construdion trafric and malerial storage must remain outside of the fenced
areas at all times.
Prunlng
1.A, Prune dead branches fronr crown.
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07/24/01 TUE,,8:15 lf,tx 070 0154 \ Clr'l' r\l)(r ''li F0RnS'f ltl'
B. Prune branches to provide adequeto clearance for scaffolding end
construction
2, An arborist is to be present at all tin,es during pruning. The tree servic€ must
provide proof of insurance for liability ilnd workers compengation.
3. All pruning will be withrn the Tree pruning Guidelines (lnternational Society of
Arborcultura) and adhere to Arnerican National Standard for Tree Care
Operations (ANSI A300\
4. Any addiiional tree pruning neederj {c' clearance will be pedormed by an
arborist, and not by construclion personrrel.
Root Prunlng
1 . All encountered rootri over 112 ir, ;h rn d,ameter wll be cut ofr with a Eharp
tool.
2. Root will be pruned wrlh a sharp s'rovel, ,aw or by-pass pruning tooi.
Poct-constructiorr revegetation and landscaping:
1. Iurf grass snouid nol er-encl inrc, tl ,a drip linr of exrstlng tree
2 Trgas shourd be muiched rc mainlar'r soil morelurr
V.rtlcal llulching
1. Holes will be drilletJ irt a, .Jrir.r rratt, '' appro.ximately 18" qrn center.
2, Holes will be drillsd 12" t.r 1i3' ,rr,ep
3. Holes vull be backfilter' iu n arr, 'ndE 1 soil suclr as compost o,'oea gravel.
Fertilizer may b€ adde,r ro bac.tiil
llonitoring tree health and comgrliance
M.;nitoring tree health an'1 c'- mpl ,flce curlflg construction helps ensure that the
program and details specrtr"-C in ' rr; Tre. Preservalion Plan are properly
implem€nted. Jhe merlilslrr j pf,. sa of thc. plan is fourfold: 1) Mainrain the
integrrty oi the T ae Prote.itcrl :orr€ 2) Asstrt with flsld charE€s, 3) Continually
evelliate tree Foalth and ,r , rr;:,s, ., riC 4) Comrnunicate with the superintendent
and architBct.
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07/24/01 TUE 08ir0 F.|'.X 9?J 453 9154 ,\ (l I AI\O\'E |0RESTRY
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5.0 Litcrature Sitcd
Matheney, N. end Clark, .r. 1998, Trees and Development A Technical Guide to
Preservatim of Trees During land Development.
American Society of Consulting Arboris:s, 1995, Tree Preservetion Workshop
Notebook,
. 01 /24/01 TtrE 00r 17 l'.\.\ 070 45) e l t],l
Yahoo! lr{aps and Driving Directions
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Welconre, Gue rt Uerr
Yahool Mapo
* a4SO Glenn Fells [Am, Vall, CO et657.
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undersigned has/have read le- Hazard Feport, daled
I 1g_,by
r€quesl the Town of Vail Bulldlng gepartment grant us a permit.
COUNTY OF
'em *od;u:r:,^
ll1u""":,H:."5#:*"df ff ff jsT#1H.,'ji:B''Alifrn?:!L,'
ng lhe prgposed hous€, ':;rrrsing damage. We are prepared b accept these tacls and
, The foregoing instrqment was acknowledged before me this 119.1+-a^V ot rJ4C= . g?,rW -lN+-u-a-H ), #atl:- -, known lo me to be lhe person
.{ttoqSlname i.s subscribect to tfie toregdingin$rument and acknowledged to me that he
.e:ecuTed the sarfle for the purposes and coraideration therein expressed.
STATEOFCOLORADO l
couNTY 96 /&r'rrz"r', llu'
..- "'' .'"i,,x The foregoing instrurgent was apkgowledged before me this frr'/- day ot
,t"'- ' *.fu^bL--_---.ffiW J't'+"aa ,lezt: . . .l(Fv*n to me lo bs the
(Name,
STATE OF QOLQFADO }
) ss.
I
the same lor he purposes and corslderation the^rein €xpressad.
(Legal DescrlFUsn)
l/We understand trom
(Name, O'vner)
expires;
ct&nn*lh.Itd
Id ildAE : IE TAAE BT 'IN-I 97frT. gLV Ba6 : 'ON XUI Df,rsNolftnf,H5: l,ludl
recDJUL24200l
j FRgt : Bruce A. coiling FAX N0, : l?L. B?6 539?
Cuurus & nsEccrATEg
ailot.o|,|44 rND Nrrtn.cl REsaact doirsjlTl ts
P.O. Box 23 ' lrf6 ilIfa(/rr DRrvE
Srlr" douoneoo 8165e
PHots/F^x (970) 876 - 5400
bocol€rcf .net
July 18, 2tDl
Jul. 18 ZEB\ 7! ?6A1 P-
RE LI)T 9 FOTEST GLEH SUBDAISrcN. C|.EN
FAr$ LANE. VAtt
Strr Colc
S.H. Colc Conrtruction
2E97 Timbcr Creek Drivc lio. zt
Vril, Colotsdo 91557
Deat Mr. Cole:
At your rcqu6t I havc cxrmined the subject properr]' for the purpos€ of eveluating potential geologlc
harards to'the nqw structure proposed to be constfucted thereon, rnd fhe effects of mitigrdng such
hrnrdr rs mry orirt on rdjacent properties, in ac€ordance with Town ofVail Regul*ions ChePter | 2'21'
iS. nta higplhazard rockhll zone boundary as ;htiwrr on thc Town ofVall rockfell hezrrd mapr pasres
ttrtough *rI property, wtrlle the ernire lot ls wlthlrr the "possible avalanche influence tonc" as shown on
drc r6um.s *"t"nctt. hazard rnaps. hr fact, for Lhe {ea;ons more fulS dcssibcd belou the roclfall
hezild on thc cntire parcel is urinimal, the,rvalanchc hazard har prerumebly be€n mititatcd to the
To,vn s satlsfaction bythc construction ol rhc approvsd avalandre barrier separating the lot from the
gmall gve6nchc ctruti to thc ca$, snd there.fore riulgrsrcd mitigating stepe will therefore be limited to
common{elll! mca8urcr.
The lot ties 8t thc b|ic of firoderare t.r steep sloPes ro the southweEt compored of Pennsylvrnlrn-rge
Mlntnrn FOrm*tiOn eiltrtonee, randstilne$, lirne$one!. and dolornltes. Thcge rocks lorm a prominent
ledge $out 4ilt ft rbo,t th€ propcny, a si(,ping be c\ about 8{X) ft wide, and stcep slopes leading up
to i rmrll clifr rrer. All of these slopes are moder;rtel)'to heevily wgetated with aspen that app€il to
be In drc 1!i-to S0year.otd range, end with signific"nt cr:rnif-er$, l)artiorlarb on thc lot itsclf, that appear
to be in thc 25- to 7-S-year range. The ,;nly , . trseruahlc ror- k exposure, tht diffmcntioned above, is angled
such that boutdsrr loorcncd ho- rt rvould rrirvr.l r:orth ofthe property, and in any case the vegetrted
slogcr ond bench mitlgate strongly ag.ainrr i,ht. iik.liltourt of such boulders reeching the valley floor in
thii lmmcdietc ttct, Tlrefe i$ No indi'.atior, c ! ockrbll dan rag* to existing veget*tion- Surface rocks on
the pfopeffy Sppcar to be relarecl to ;rrrcien' ticbris flow ove. rhe Small elluvlal fan upon utrich the lot
is rihraica. brglnsting in the drainag* nor*, rsolateil from the lot by the gr'"elanchddebris flour barrier:
othcr lrrgc ro.lo "pp"",
to have bee;r mov.:d i.llto thc adiacent lmd as part of'thc constrrrctiorr of this
bgricr.
A rlight rrrturd rw{e pssses rhrou.,;h the h,t unmediately upslope of the structure as illu$trated on fhe
frrding plrn. drer,ving L-1, provrded to :rrr I'o rhe exterrl possible this nvelc should bc deepened end
&ncrrvijc aoccnilatcd to crcarc a bugbr petweer. the slope end the sbl.lcture; lt aPPc.rr from the
dildffg t11;t thls le rhc lntennorr of timl gr-cdtng. 'Itre line of boulders shor,vn immediately upslope can
bc ceril] worked anto rhc margin ct this $wale. A &ii eleletior difference betwecn thc botton of thc
n|'ete eirA the top of the bouktefr. which shortto trc:itlcd and comprcted with earth, would be ideal.
foundetlorr rEtmcntr ftcing upslopc *nouiri [r€ ,:oflrroct€d of rdnforccd concr€te or rnateriels of
equivalcnt rtrcigth extcndfig;t least rwo leer abovc final glade, Glaee doots facing upelope should be
congfructcd wiflr rheffer-tcsistant gleec. as ch.rirld windolvs lcrs then four fcct rbove final grsde. Exlsting
FRS4 : Brr.rce H. CoI I ins FHX Nr' :74 E?6 519?Ju L 18 281 12: 26Ff r az
r Mcarr, AJ.. I y/9. Colorado smw-avalanche area stdies rnd guirleliru for anahnchehazard
plannfurg Colordo Gcological Sunay Spccial Publication 7'
Page 2
VegeErtion On th€ sloPc lbove the proposed hoore pfesent a significant natural hindrance tO potenti'l
titdrll, ild thould bc undtsturbed to the extent possible'
A$ nqged prevlously, lDt 9 lies within a mapped "possible avalamhc influence zone'' Tlre gully
irrJf.ri' "-t of the prope-rty, apparently rnappe6-as_Path 6 by Merrs (f 979r) but not strown on the
To,vn naps, har b€cn p;gtectJfi an'avatan.ne nartier. Current rltk to Lot 9 would appcar to bc limittd
to ilerflsly ftom dre narrlcr, wtrio pre$umably was deoigned and consfiu$ed to mcct Town of Vail
sbndlrdg for mrximun flow, and tire appare"tly.remote possibilitv of aalanche through thc tteca
trraoiataly*oct, Existingvegctation suggects tlrat no such events hdve occurred in rccentyeers. I tnu3t
"rpf,** ift.a *fttc ttrc iisk-or avatanchi appears to me to be limited. I am not an expert in this field'
end lfs more accurste rsreggment of the risk and reconrmcndationg formitigstion ere deriredyou chould
seck the oplnlon ofa qtrallffed professional.
Whilc roils rnd bedrock mlterirls found in th€ aree do not ordinrrily conf:in radioactve mlnerals,
inhrbitcd stnttturet ghould as a mltter of course be dcsigned to preclude redon ges xcumtrlation'
Likcrvige, tlre Valt area il one of many frults, some of the.m of signiflcent dlsplacement' and as a result,
although thcrc h6t bt,!n no rnovcment or the$e $gucturcs for thousande of years, inhabited f,$ucturei
.iiulal Oogocd end consructed accordlng tothe Unitorm Building Code provisions for Scicrnic Zone
L
The site is in an erea of lorrr but not abrcnt gcological renritivity, and exccpt ls noted mitigating
mcrsurar lrccither nafrrrally.occu6irrg or atreadyappcar on the siteplan. Ar desoibed tlredevelopment
docr not inocar the hrrard m othcr property or g$uctures, or to publicbuildings, rights-of-way-, roads,
!trcct3, c6efien6, utilitics, or facilities or othcr ptop€rties of ony kind. This report iB intended to
cornply wlth approp rt portionc ofTown ofVeil Regulruonr Chapter 12-2'l -15, and nothing contnined
trereij gnould bc interpreted as stggerurE that the subject propercy ir not exposed to thc mrpped
hazards. lf you hwe any questions or require any further irrfornation, please do not hesitetc to contlct
ma.
brnrd.r Hc?r.fi tttu r.loft .orccttt lefiml Drf{a35c5 rbt erc unprcdictrblc nd in hftr crue poorly .ldqrtood. f ir iltald€d
ffi;ffid.t "a;hbh b,{r.trid rhc rcopc ofwor*rto whidt tf,r flbj..r flEl.tt i. fiPor.d.errd to n6:rt-tfirilnfi\3
I","-L-.ocfiiiJ.f .eptio.tt r.ptrriol.. Hotril' in dtL *Frtda6 ttcorrrrcl or iri'.-.d.r Cfgdtt S *-T ;-ild;;;ad br-i' ot dl 6c rccoirn rtrd rnidgdont ri|l ,rot tt ttc t t.a proFtt fto! rL dttttib.d lrrr$ u!.t t dl
tirltntnlir f..".* or tmccra n*tog tn At rtport *outO b| ffrE'!.d or llhrFtlti r. t|ltlafitt ths td6t:{
noidsdficrl lrrrtrf|, Fot Fctlrr n-"* |]l|ol ooOcctloa ritr "ra!Frdo!'dcc| !d !|ar clticr atr dirniartior dtlrbz{&l
or ffitiol cf ttt co.r.{;.o!.r of r br|Id {s!t or c,vtrtf,6nv tnr rUrgo !o ff! |[t!rEt tar.ubly podttc of ft lftrr. fy
-liili-*f id5i a dg|r|rr rd [fccqurBr pr.rt6 EtEo arr! ro nocoifl- ud lnH hennh:rr rl: prcar.. b. rt Dd .!
rfridrrrttr. fiorrc or .ottrct"ttu.l'iiat'lilc p!"t"oa injrrv or hrr of life fouc od bcltod tb orfind cod of rtr'rrtS'
.'md br '. E lldrr froo roy occrrJc Jt" Ad,il*f c odr trana|r|. tt rtct or rct tdr d.ltlt tl$' tt {t froo lUlutt to
[frb-Li ilrrff;l ii to;l'fti* or ruacqo"ry or ploDrrlt cglrtcnd. mrtnrctrd, .rd ruirtsiDcd rElfirErdrd Eiqliellt
ttr o..qrer of{dr rtnoda..toteid!.itl |Etti toiuiXrtl qwry 6r |!I||Ber lfiSo(tl br t} fop:r engirGcritr!, toiftrtttim.
;i6;i;i;;;il;;;d.d;tlrdoac,oio,.in"arquai,or-ruccoriopropcrtymgrl.rr d'crnrrt{-.rd/o'mdmircd
;;-."d.1-tftltde!r, t. arig.tioo; drt hrva bac! tcrq.t ar uy wry uhrsoc*r olm or. r|.urn !H bt $c pacparct.
\
D epart ment of C ommun ity D eve lop me n t
75 South Frontage Road
Vail, Colorado 81657
970-479-2 t 38
FAX 970-479-2452
www.ci.vail.co.us
June 22,2001
Stan Cole
S.H. Cole Construction Co.
2897 Timber Creek Sr. #21
Vail, CO 81657
RE: Lot 9, Forest Glen i 4460 Glen Falls Lane
Dear Stan,
The Community Development Department has received the application for the Law
Residence, to be located at Lot 9, Forest Glen / 4460 Glen Falls Lane. Currently, the
Law Residence is scheduled for a final review for July '18,2001 . All of the comments
and concerns listed below must be resolved to slaft's satisfaction, prior lo the final
revrew:
(These comments are based on the original submittal. Staff has not had adequate time
to review the new submittal, if .any of the changes have been made.)
.'1 . Please indicate a lot size on the survey.
'2. Please indicate any easements on the survey.
3. Please indicale a basis of bearings on the survey. lt appears that the dm of the
sewer manhole was used as the basis of bearinos. The invert should alwavs be
used instead. Please revise.
4. Please indicate the date of the survev.
The survey indicates that the contours are 1 ft. contours. However, the contours
are labeled as 2 ft. conlours. Please revise.
6. Please indicate lhe environmental hazards on the survev.
6
7. Please provide a site
footprint, with all ridge
can determine buildino
Please indicate the top
the site plan.
plan, which shows a roof plan, in addition to the
and eave elevatlons (example: 8456.9'), identified
height and site coverage
and bottom elevation of any proposed retaining 8.
building
so staff
wall on
{2 *'"''"''"n 'n"*
./
./9.
"r'10.
* | t.
42.
'-{4.
t7.
"1€.
15.
16.
Please indicate the surface of the driveway and whether or not it is to be heated.
According to the Fire Department, the house will need to be sprinklered. Any
questions regarding this requirement should be directed to Mike Vaughn al 479-
2252.
Please indicate snow storage on the site plan. For an unheated driveway, a
snow storage area within the property lines equaling 30"/" of the paved area is
required. lf the driveway is to be heated, 10% of the paved area is required for
snow slorage.
Please show the existing grades through the foot print of the building so slaff can
determine the slope of the site beneath the footprint of the house.
Please indicate all utilily stub out locations.
Please indicate a limits of disturbance on lhe site olan. This will need to be
indicated in lhe field with a construction fence.
Please indicale positive drainage away from the house al all times.
The regarded drainage swale must be the equivalent size of the existing or a
drainage study must be provided.
Please indicate all required parking on the site plan. Enclosed parking spaces
are 9 ft. by 18 ft. Surface parking spaces are 9 ft. by 19 ft. A total of 3 parking
spaces are required.
The critical root zone of a lree is equal to one foot for each caliper measured one
foot above the nalural grade. lf there is to be grading within this critical rool
zone, an arborist must be consulted regarding tree preservation.
Please indicate all crawl spaces and attic spaces as being less than 5 ft. in head
height, with access no grealer than 12 sq. fl. lf these spaces are taller than 5 ft.
in head height, they will be counted towards GRFA.
Multiple hazards exist on the lot. A site specific geologic hazard report is
reouired. Please refer to Section 12-21 ol the Town Code for additional
information. ln addition, the owner must sign a Geologic Hazard
Acknowledgement form, indicating that they are aware of the hazards and have
read the site specific geologic hazard report. One has been included for your
use.
Staff has reviewed the application according to the survey provided and Special
Development District No. 27. The analysis provides the following:
Lot Size:28,919 sq. ft.
Buildable Area: 20,317 sq. ft.
18.
20.
Zoning:
Hazards:
Special Development District No. 27
High severity rockfall, possible avalanche influence zone
Standard Allowed Prooosed GRFA 4800 sq. tt. 3708 sq. ft.
Site Coverage 4800 sq. ft. revisions req'd Height 33 ft. revisions req'd
, Setbacks 20/15/15/platted 60t24t36tptaned / Parking 3 required revisions req'd
The Design Review Board conceptually reviewed the application at the June 20, 200'l
meeting. The following were their comments and concerns:
1. The residence needs additional landscaping.2. The stucco color shall be "Aspen"3. The trim color, fascia color, and garage door color should be a slightly darker
shade of the stain for the logs.4. The front fagade should not have any visible stucco. Stucco may still be used on
the rear of the house.
To remain on the July 18th Design Review Board agenda lor a final review, all of the
above comments and concerns must be addressed to staff's satisfaction no later than
noon on Thursday, July 5rh. Should you have any questions or concerns, please do not
hesitate to contact me at970-479-2369 with any questions.
Sincerely,/l-, ' lt /1 tlttt.- t tfJ
t+{,.(//l/'64J//.-
Allison Ochs
Planner ll
Town of Vail
Lcgal dcscription: Lot Brock- Fibns {itdhilili
Datc:
Addrcss
Orrncr
tuchitrct
Zonc district
Lot sizc
zoNE CHECK
Pbonc
Phone
hoposcd usc
Buildable arca ?n
/'t7,
'| lw
'{w) 6F
Allorvcd Eristing
Total CRFA prry
=-4fi00__
+ 6'15 = 425 crcdit plus 250 addjrion
Docs this rcqucst involvc a 250 Addition?
Horv much of thc allorvcd 250 Addition is uscri. wirh this rcoucst?
Rcmaining
wz
nla
Sitc Covcragc
Hcigbt
Sctbacks
Landscaping
RctainingWall Hci$rts
Parking
W*
3'*7N = gJh E,L
n'
n a6t6
Minimurn
7
,f
f
Encloscd Rquirc d9
Goo(@poo)(1200)Caragc Crcdit
Drivovay
Complics lvirh TOV Ligbting Ordinancc
Arc finishcd gradcs lcss rhan 2: I (50%)
Environmcntal4l: "-rds
Pcrmihcd Slopc V %Proposcd Slopc .'_..-%
Y., / No
vcsl No
l) Pcrccnt Slopc (< >30f2
2) Floodplain
4) Watcr Course (30) (5q nla
5) Geologic Hazards
a) SnorvAvalanchc
b) Rockfall
Qo)@
Front
Slocs
Rcar . 15'
rffitq
3',t 6',
20'
. l5'
hoposcd
* '016
Is thc propcrty non-conforming? Dcscribc:
c) Dcbris Florv
o
DESIGN REVIE1Y CIIECKIJST
Projccr: l['u ltotilnrt
Q FLOoRPLA}'S
./ Scalc
./
XL
_!
Q SURVEY ,'/ Scaic
Bcnclmark
Lcgal dcscription
Topography
A- looy-. flood.plain
(\9, Watcr Coursc Sctback
GRFA
250 additional CRFA
Crarvl\Attic Spacc
trL'I T
f] BUILDhIC ELEVATIONS
Scalc
Roofpitch
N L4.\DSCAPEPLAN Trees
Utility locations
Spot clcvations
f] SITE PLAN
-!* Scalc
--6"q'*"mn-
M Encroachmcnts
,/ Sctbacks
"/ sitc Covcrage
EavcV0vcrhangs (4)
DeckVBalconics
Garage conncction
Sitc Gradc\Slopc
MISCELLANEOUS
Condo Approval
' / TitJc rcport (r\ & B)
,./ Utility verificahon form
Photos ofsitc
Buil ding material samplcs
C.O. Vcrification
Sun\Shadc Anglcs
Utilities (undcrground)
Vicrv Corridcirs
Var;anccs
Plat rcstrictions
t/
Existing trccs
Proposcd trces
Lcgcnd
./
;
'_-----------_- @gg_le:Vr:r"--,
!t0 Fcnces
,-<-;. -,^----...'@
Turning Radius
Drivcway (access and gradc)
Firc Acccss
W{ hin+ 1<rnralp//7, {a+sA u pl6
ORDINANCE NO.36
Serios of 1991 ttlq
AN oHDtNANce pnovloiHb ron rHE ESTABLTsHMENT oF
SPECIAL DEVELOPMENT DISTRICT NO. 27,
FOREST GLEN (A.K.A. TIMBER FALLS); ADOpTtl{c A
DEVELOPMENT PLAN FOR SPECIAL DEVELOPMENT DTSTRICT NO. 27
IN ACCORDANCE WITH CHAPTER 18.40 OF THE VAIL MUNTCIPAL CODE
AND SETTING FORTH DETAILS IN REGABD THERETO.
WHEREAS, Chapter 10.40 of ths Vail Munlcipal Codo aulhorizcs Special Dovelopmont
Districts withln the Town In order to encourage flexibility in tho development of land; and
WHEREAS, application has been made for Spocial Development District approval tor a
certaln parcel of property within the Town, generally described as an unplalted parcel located
East of Nugget Lane and south ot Gore Creek and legally described in the attached Exhibit A;
WHEREAS, In accordanco with Section 18.66.140, tho Planning and Envlronmenlal
Commlsslon held a publlc hoarlng on lhe proposed SDD, and has submitted a rocommendation
for approval lo the Town Councll; and
WHEREAS. all notices as required by Seclion 18.66.080 have been sent to tho
approprialo parlies; and
WHEREAS, the Town Council has hetd a public hearing as required by Chapter 18.66 of
ths Vail Municipal Code.
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF
VAIL, COLORADO THAT:
Section 1
The Town Council finds that all lhe procedures lor Spccial Development Districts in
chapter 18.40 of the Municipal code of tho Town of Vail havs been lully satislied.
Section 2
A Speclal Development District is established to assure comprehensive development and
use of an area in a manner that would be harmonious with the general character ol the Town,
provido adequate open space and promote tho objectives of the Zoning Ordinanco of tho Town.
Section 3
Ths Town Council finds lhat fho development plan for Special Development Dislrict No.
meets each ol the standards set torth in Section 18.40.080 ol the Municipat Code of the Town
of Vail or demonstrates that either ono or more of lhem is not applicablo, or lhat a practical
a'
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'oN lculslo luourdolo^oo let3ods rol uEld luaudolo^sp aql leql spuU llcunoC u,v\ol otll
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eltt
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Wvd qlfvyuwtwp/ uua} )q/\%
z uo[cas
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:d
solution consislent with the public interest has been achieved. In accordanco with Section
1
18.40.040, the dovelopment plan for Special Development District N0.27 ls approved. The ".i{
devolopment plan ls comprised ol those plans submlttod by lntor-Mountaln Enginoorlng, Ltd.. and
conslsts ol lhe lollowlng documonts:
1. TopographlcalSurvey; dated 4/6/82, shoot 1 ol 1, rovised 10l4t}4 and 1/29/85.
2. Slope Anatysls; dated 9l4lg1, sheet 1 of i.
3. Trcs Locations; dated 6/10/91, sheot I of 1 , rsvlsod 6123191.
The development plan is also comprised of thoso plans submitted by Donnis Anderson
Associatss, Inc., and conslsts of the followlng:
1. lllustrativo Sito Plan; dated 9/9/91.
2. Prelimlnary Sits Plan; datod 6/'10/91, sheat I of 1, roviss d6129191.
The development plan also requlres the approval of tho Final Plat for the major subdivision, as
approved by the Town's Plannlng and Envlronmental Commisslon.
Section 4
Development standards for Special Developmont District No. 27 are approved by the Town
Council as a part of the approved devolopment plan as follows:
A. SETBACKS:
Setbacks shall be 20 feet front, 20 leet roar, 15 feet sides and as further restricted
on ths dovelopment plans set forth in Section 3 of thls Ordinancs.
B. HEIGHT:
Building height, for a sloping roof, shall not eiceed 33 fect from existing or finished
grade, whlchever is moro reslrlctivo.
C. DENSITY:
Development ln SDD No. 27 shall bo limited to 1 singlc family dwelling lor Lots 10
and 11; and to 1 singlo famlly dwelling, with an optional caretaker unit, for Lots 1-9
and 12-14. Gross Residential Floor Area (GRFA) shall bo as described in Section
18'04 of the Town of Vail Municipal Code. lt should also be noted that tho
'provis|onforanadditiona|425sq.ft.ofGFtFA,whichisapp|icabto|ocertainzone
districts, does not apply to this Special Development District. Ths GRFA for SDD
N0.27 shall be allocated as follows:
2
\'
0e uEql ssol popod
^uE
popl^lpqns Jo pa,(a^uoc
's^Ep 6^llnoasuoo
ro, poluaj Jo paseol €q llErls llun JolploJpc oN
'l!un tuEuUd Jo 'uleru eql ulo4 {lo1e:edes
'pojojsuEjl 'plos sq lFqs llun JaIElaJEc oN
'8
'z
't
'loa,
e:enbs 006 to VJH9 urnuJtxEru s ol p€lc!4seJ sq lpqs sllun JsIElaJBc llv
'a^oqu paqpcsop se .sceds lusul€seq se {po pozlllln
eq lpqs VJHO alqB,!\olp urnu,lxput oql lo .lt .bs 0og .tl_zt slol uo
'sceds luouaspq sB pezlllln oq
o1 pelgnber oq ilEqs 'U 'bs 000. t lo ulnululr.ll E uorll .lol ua46 e ro1 VJH9
elqeaiolle eql tp szlnn ol sor.ls!^ Jau/v\o lol B l! Inq .sceds luauaseq lo .lf
'bs OOO'! e^Eq ltun 6u;11orrap r{ue geql lueua:gnbe: e lbtr s; ll .U .bs 000.1
snulu, e^oqE palsll VJU9 tplol srll q aceds puno:O B^oqe €ql Jol slol ssorll
uo VJU9 olqe^ olp unulxeut orll .ope:O 6u11s1xo ,r olsq A1p;1ue1sqns
pslBcol 'oceds luoulasnq se pazlllln aq lpqs qclql ..lf .bs 000,!
fo tunullulrx e sapnpu! polslt vJUc ope^ ollp unulxEul srll ,g_l slol uo
,,002',
'.008'?
..00e't
000't
009't
008't
000'9
008't
000't
'000'9
,009''
- ,008't
.009't
'009'?
@
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9
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D. SITE COVERAGE:
Ths maxlmum allowable slto coverage for oach Individual lot shall not oxceed ths
maxlmum GRFA for oach lot.
E. LANDSCAPING:
At least forty pcrcent (40%) ol each lot shall bs landscaped. Tho minimum width
of any area qualifying as landscaping shall be tifteen feet, with a minlmum area not
less than lhreo hundred square foet.
F. PARKING:
Parking for SDD No. 27 shall be met in accorclanco with lhs ofFstroot parking
requiroments as specified in Section 18.52 ol tho MunicipalCodo of tho Town of
Vail.
Section 5
Amendments to the approved dovolopmont plan may bo granted pursuant to Soction 18.40
of lhe Munlcipal code of ths Town of Vail.
Sectlon 6
Approval of Special Dovelopment District No. 27 shall bo contingent upon the approval of
Final Plal, for a maJor subdivision, for tho proporty legally clescribed In tho attachsd Exhibit
Seclion 7
lf any part, section, subsection, sentence, clause or phrase of this ordinanco is for any
reason held to be lnvalid, such decision shall not eftcct the validity of the remaining portions of
this ordinance; and the Town Council hereby declares it woulcl have passed this ordinance, and
each parl, section, subseclion, sentence, clause or phrase thereof, regardless of lhe fact that any
one or moro parts, sections, subsections, sentences, clauses or phrases be declared invalid.
Seclion 8
Tlto Town Council hereby linds, determines and declares lhat this ordinanco ls necessary
and proper for the health, safcly and welfaro of tho Town of Vail and the inhabitants thereof.
the
A.
I
v
'tosJaql slueltqpqu! or.ll puB lle^ fo uMor orll lo oJEJla^ pue r101es .qlleaq eq1 rol jado.rd pue
fuessecau s! ocueulplo slrll leql saJelgop pue soulullalop 'spult {qorotl llounoc u/,^of €rlr
E]i6i156s
'pllEAUl pajEpop aq seselqd Jo sasnplo 'sooualuos 'suollcosqns 'suolloos 'syed e:ou: Jo ouo
ruu 1eq1 loel €ql ;o ssa1prc6or 'loaJoql eserqd Jo osnup 'ocuoluos .uolloasqns .uollcos,ued qcea
puE 'acueulplo s1q1 passed oAEq plnor\ l!.solElcop i{qe.leq llcunoc u,t^of aql pue lecueulpro slq1
10 suo11.rod 6u1uluuar oq1 10 rlrprlen sql lcoJla lou lpr,ls uolspap qcns ,p!lE^ut oq ol plaq uosBal
rue ro1 s! ocuEulplo s1q1 1o ose:qd .ro asnelc 'eoueluos 'uolloosqns .uollo€s .ped {ue 11
ZE6iJGS
'v
llqlqxS pBqseuE 8r.ll ul poqussap r1p001 rpedord eql JoJ 'uols!^pqns :o[eur p Jol ,leld lEulJ er.ll
1o pnodde aq1 uodn lua6upuoc sq llprls ZZ .oN lcllslg luourdoleneg ppedg lo pao.rddv
g'@6s-
'l!BA fo u^ oI ol.ll lo 6poc pd1c1uny1 eq1;o
0''g l uollcss o1 luensrnd palue:6 eq {eu ueld lueudo;onep peno.rdde oql ol s-luor.xpusruv
E!6iiFS
'[en
Jo un oj eqt ,o epoC pd;c1unp1 aql lo Z9.g t uolless u1 paylceds se sluaue:lnbel
Oury.led lsolls-;o eql qll,l^ scuuprocce u! lout eq lpqs /Z 'oN OOS rol buqreg
SNiSlEiEi 'r
leel e.lenbs palpunq oolrll uErll ssal
lou PoJe unululrx E rll!,v\'laal uaoull €q luqs ouldecspuel sE 6u1,{11pnb ea:e lue;o
tflp!^ unululr-u oq1 'paducspupl €q lluqs lol WBo to (%Od luec:od lyol gseolqy
E-NEMFT .3
'lol qcee Jol vJug utnuJlxEr!
sql pascxe lou lFqs lol lunp!^lpul qcee Jol s6ejsnoc olls slqe^ olp unulxerrt srll
:3OVHfAOC SltS 'O
'--c
o
Seclion 9
The repeal or lhe repoal and reenactment of any provision of tho Vair Municipal code as providod ln thrs ordinance shail not affect any rlght which has accrued, any duty imposed, any vloratron that occu'ed prior to tho effective dato hereof, any prosecution commonced, nor any
::er
actton orproceedlng as commenced under ot by virtuo of the provision repealed or repoatod ano reenacted. Tho repoal of any provision hereby shal not rovivo any provision or any ordinance previousty repeared or superseded untess oxpressry stated herern.
sn ths 5th day o1 November 1991, at lho regular meeting of
in the Municipat Building
Kenl
SECOND BEADING AND ORDERED
5ch day of Nove'rber ,1ggr.
Kent R. Rose,
PUBLISHED
6d4--.-
Roso,Mayoi
Ct4lA
'v ElorlPd
:IS3tLv o 3sou .H tuax
'166t -;F;EN- lo tep -1il- srqr
oSHsnsnd asulouo oNV CNtovtu oNocSs NO o3AOUddv oNV ov3H
ATlT1
:133ltv
yo 6ugp11ng pdlclunyrl aq u;'opEroloC .[en
Jo u/vrof eL[ Jo tlcuno3 u/ylol oql 1o oupeou.le1n6a-r eql le .t66I
JaquaAoN fo rEP lF eur uo uosror{ plort oq 11eqs bupeaq c11qnd y . 166 1 raqol16-to rep-[rllqal ,111-13
Nl fcNO osHsrsnd o3u:rouo oNV o3AOUddv .oNrovfu ISU,J NO OV3U l.=anoo"rr; --"'
'pepader a,oJolaJoql loe'reql pecl .to 'ocupurp,o Jo uolrnrosal .repro .me1rq rue €s!^a, ol porulsuoc sq lou lreqs raleado.r s1q1 'r{cuolslsuo3u! r{cns;o {,uo ruorx€ eql o1 papeder sJs quaaJoq ruarsrsuosu! 'JoaJaql sued.ro ,sacueurp,o pu' suoilnroseJ ,SJapJo ,sr're1rq
1y
01Eil55S
'qoJaq pe1elS i(Jsse'ldxo ssorun papesladns .lo pepadar {lsnopeld ocu'Urpro
^ue
:o uorslno'rd '{ue enJnol rou r'rts ,{qareq uolslao.rd {ue 10 Jeede: eq1 .p.lc'uoa, pu'pepedo: 'lo po;eoder uots^o,d aq1 1o onpln {q Jo Jopun pocuauJ.Jog se ouJpeacord Jo uolcp Joqlo Aue JOU 'pacuouuroc uolncesold rue foe.raq Brpp o^!l''ra eq1 01 rolrd po,Jnsco l'ql uor'rot^Iue pasodurt t\np /(ue ,penrcae seq qotqn gq6p lue lcalre lou l1er.ls ocupulpJo stqt ut pepgno.rd sP epoc Jedlclunyl rpn oql 10 uolqno,d rue;o luau;c'uaa, pue peder eq1 .ro Jeedo.r eq1
f
Ijslc u^^ol
.lor{ey1
Irsto u119i .jolsrupuerg .V Etoured
:oleyl ,osog
'u/v\ol €tll
6-m'!i5as-'
BUILDING MATERIALS:
W
TYPE OF MATERIAL:COLOR:*
pnf*nl
,4#,r^" 8n,,^,,
en,":Lrg,*s y'ltfq,nw Brc*^
Eu{P
A,^-t*,n^ n 6rora
Alrt t1t+t-,-+t*,.4 Uto@^
A*fu*n 8..^
A+a*eel]tus J*^*-
a /aa,tinum __Branze _
Rittev L",.,k-
fockg or Yivey rocrL
ftuler
+ Plea-se speciiy the nranufbchrrer's color, number and attach a srnall color chip
** All extcrior lighting must rrreet the Town's Lighting Ordinancc 18.54.050(J). If exterior lighting is proposed,
plcase indicate the nuntbcr offixturcs and locations on a scparatc lighting plan. IdenfiQ each fixtue type and provide
the height above grade. lunrcns output. luminous arca. and attach a cut shect ofthe lighting fixhres.
Roof
Siding
Othcr Wall Matcrials
Fascia
Soflits
Windows
Window Trirn
Doors
Door J'rinr
Hand or Dcck Rai ls
l"lucs
Fleslrings
Chirnncys
I rasn Enclosurcs
Crecnhouscs
Rctaining Walls
Exterior Lighting**
Other
l"d 5;.rro- Pon F;c,'Citr
Updated 6/97
5-,, -!' ; !:4eFMrGi?iST EirG.;g-f:l-'.t f;57
Jun. !7 28lE!gti42w :T:'4fi':r;7+. -1t"*,
AIU .. c',ftavY
l{}g0i'(,4 u(f-
\1rV (* "u1,, -\"
419''
N0. : 9?A 476 7426
{7/
Agghglf zcd Simururc
Qwcst
(970) 314.0238
fix (970) 3844257
Jasoq Sharp
Public Scrvicc Cornparry
.,(970) 949-578i
Garylftll
Iloly Crcss ElecEic Assoc"
(9?o) 94$'5892
fix(970) 9494s66
Tcd Euelq/Jolut Eoyd
.&x(303) 57ngn. ..
PrulKcllogg
Ea$cRivaWatcr
& g&iErion District I
(970)4?6-74t0 '
&x (97O) 476-+06e
Frcd tlaslct
AT:ST Ero*dbatrd
(9?0)949.1221 x l12
lex (9?0) 949-9138
Elold Sairzar
t Plnsc bdag a sitc plan, floor plao, and gievations wrren obtoining Eugle Rivcr Watcr & Sasitatict
signanre+ fire fiow nccds raust be addressed.
l/! ,l r + fulttot
../
rcsud consmJstion. theurility reprcsel alive
'm r'rat thcrc is a problern whicb nceCs to bc
ro lt:ached letter to thc Town of Vail.
:onsibr lity of thr r.rriJ.iry corapany eod 6e
of thc respoosibiliry ro obrein a Frrblic Way
nc Toqn of Vail, Utiliry looariorrr must be
;3y or easeryleri wirhi:r $e Tour of Vail. A
must be obtaiued separatelv.
i -','
Djrrq
NOTES;
1.
*b'ffih$l$?'h*
' om ogch of the utili hr conpanics, and no
I cwn wirl p.resr:rne lhat there arc no probiems
7
Authorized Sisnaturc
Qwest
(970) 384-0238
fax (970) 384-0257
Jason Shaqo
Public Service Company
e(970) 949-5781
Ga.ryHall
Hoiy Cross Electric Assoc.
(910) 949-s892
fax (970) 9494566
Ted Huskydohn Boyd
E-^-l F---,
^!^we1
!qv.5J
(303) 571-7518
fa.x (303) 571-7877
Paul Kellogg
Eagle River Water
& Sanitarion Disn-ict *
(970) 476-1480 ,
fax (970) 476-1089
Fred Hasiee
AT&T Eroadband
Q7$ 9ae-122a x lt2
fax (970) 949-9138
Floyd Sa.iazar
* Please bring a site plan, tloor plan, and eievations when obtaining Eagle Rjver Warer & Sanitation
Date
signatures. Fire ilow needs must be addressed.
NOTES:
s'!tr,effft"S$$,flJo'
(97O) 476-1426
1. lf rhe utiliry venficarion forrn has sisna res from each ot the:rility companies, and no
com.mellts are made direclly on the form, the Towrr will presume rbat there are no problerns
and rhe developmenr crn proceed.
?. If r uriiiry comDany has concens wit5 the prcp_oseC consm.rction. rhe utility represenhtive
shall note ciirect.lv on rhe uriiirv ve:-ir'icetton tbrrr rhat *rere is a -oroblem whtch nccds ro be
resolved. The issue shouid thcn be Ceaiied in an acached lertei ro the Town oiVail.
However. please keep in mind that it is rhe responsibiliry of rhe utiliry company ano rhe
aoplicant to resolve idendfied probiems.
-1. These verit'ications do not r'elieve the contractor of the responsibiliqr ro obrain a F,rblic Way
Perr.rit lrom the Deparment of Public lVcrks at the Town of r/eil. Urrlirv locarions must be
obtained before diesine rn any public right-of-wav or easenenl within ihe Town of Vail. d
builiine:ermir is nor a Pubiic Wav oemit end must be obt4ined serarately. i I
i
'//-a
Uooared 6/9;
q,fr- luL+ ut ttz/
Agt4rqizcd Sisnaturc
Qwest
(970) 384-0238
tbx (970) 384-0257
Jason Sharp
Public Service Company
F(970) 949-s781
Gary Hall
Holy Cross Electric Assoc.
(9'70) 949-5892
fax (970) 9494566
Ted Husky/John Boyd
Excel Euergy
(303) 571-7518
fa"r (303) 571-787'7
Paul Keilogg
Eagle fuver Water
& Sanitation Disfict *
(970) 476-7480 ,
fax (970) 4764089
Fred Haslee
AT&T Broadband
(970)949-1224x I12
fax (970) 949-9138
Floyd Salazar
* Please bring a site plan, tloor plan, and elevations whcn obtaining Eagle
signatures. Fire flow needs must be addressed.
NOTES:
Dute
b,tl.0 |
. ,1:: .. ,
River Water & Sanitation
$hffiffggT*eo
l. If the utility verification form has signarures lrom each ofthe utility companies, and no
comments are made directly on the form. the Town will presume that there are no problems
and the development can proceed.
2. If a utility company has concems with the proposed construction, the utility representative
shall note directiy on the utility verification form that there is a probiem which needs to be
resolved. The issue should then be deuiled in an attachcd letter to the Town of Vail.
I{owever, please keep in mind that it is the responsibiliry of the utility company and the
applicant ro resolve identified problems.
3. These vcnfications do not .elicve the contractor of the responsibility ro obuin a Public Way
Permit fiom the Depanment of Pubijc Works at the Town of r/ail. Urilirv locations must be
obtained befbre diseine in any public right-of-way or easement within rhe Town of Vail. A
buildine permir is not a Public Wav lgrmlt and must be obtain .
Updated 6/9r
ruN . 7. 2AB1 2,?6fl4 FRinl EF.PL0F ,f iOt-l
Land Tltle Guarantee Company
Date Septeober 2?, 2000
DONALD AT{D SUSA.I I.l|W
1536 B. MII{Eh,AL LAIIIE
uTTt groN. cO 80t22
Encloscd pleuo iud rire dir { YOur p-(;ilcrr},
loeaced ar
Plcarc.rerigw thir In[c': ia is .otitcf.,'. Ia rbrr areot t:t yor fin^l aay diecrqarcy, !.r if ]ou !sr/c any qnestiors
rcgnrd.og yor foal titlc policy, yoc Eay corrafi ?irlE. Drro,artn_-!,
Ptronq 970.4?6.225! Fgx: 9?0i?dr i.....:
Plusc rehr to cnu Ordcr No. __I/A?jl9S
Soo{ you acde ic scu 6c ptopcfiy dclcib?d itr this poligT, or if yilir are rrquirpal to pprchlse a 15T. t.rle co-$f"t'!t-fs tlortB*re po4toscs, yi,u llay bc e$itlerl to a cretlir rorard nrrure ftle iisruare predhres.t"S Tr9 Gcrr*otcc ColoFroy Iill :rEirr a copf, of rhis polisy so wc wil] bc able ro Fovide frnrc producg r'il sarviccs to you qutcUy rlr{t eft;cietily.
ftaat yol ftr giviag us de olpor$siry ro stiv. torl
SilcrrEly,
I lrvl Tide Guanoree Conpaay
rlr9 rnt !l€policy i
AMERTAT| I.Afu'D NTT,E AESOCIANON
ovNEf.'S POUCY
(j'0'17-92)
CHICAGO TITLE INSURANCE COMPANY
SUEJECT TO THE &XCLUSIONS FROM CO}'ENAGE, THE EXCEPNONS FROT{ CO\TER,AGE CONIAI}TED tN SCHEDUIJ B AND TI{E CONDIIIONS
^ND
SIDUITTIONS. CT[C...GO Trfl-E INSIJRANCECOMPAIiI'f, a Mrsoud corporarion, bcruin cdlcd the Corrpary. i"r"*.,;;D;olilU-.y J'"ro in sch.&!a A' rEEhsa losr or d!fiagc, noi axcccding the Amornr of ln$;ncc srated ln sctrcluie e, rust$ne.t or lncunut by dle insulld W nsttn of:
l, Trd. b $c 05gds or ianrcg d*cribcd in Schcdulc A bcing vcgcd orhcr 6rD as sretcd tbeein:
2. Ary defcd in or lien or encnnbrucc on thc lidot
3. UftnE lsubiliry of thadtlr;
4, lack ofa right of accas o and ftom rtre land,
Tht Comprrry $u d5o prytt cctg, amrflcys' ftaa aod expenscs inourred in dc&nsc of hc &la. as insurd, bur *rly o thc crtat proiidd ilttc Conditjor:s and $iFdrfio;6.
InwnatWlwwf, CHICAOOTIEEINSURANCECOMpANyhasclrscdthispolicyo bcsig6andsecl6drs
of Drtc of hlicy shovo h Scltdulc A, sc policy to becoa6 \alid whlc oflrricrlift.a W - "rrti*r.c sipabry.
CHICAGO TTII.E INSUR,AXCE COMPANY
By:
LAND TITLE GUARAI TEE COBIIPANY
108 S. Frontage B.d, ll, $fte 203
P.O. Box 317
Vatl, Colorado 81658
(9?0) 476-2?51 FarE (9?o) 4?6-4634
{A-r""th U"*-"-(/ sccnrarr
94
B1c
,ruN.7.e6E1 e:e6ft'l FR:flR E{PLLTRHTI,}l N0, err P .Zr'B
&T4 Owrr'r Foti6t 0Ot?.91)0€ 008? 106 51S0
ruN. 7.eA61 23??Pl1 PRlm E{PLoR|1TI |x'.,l NO,EST P.5/B
" 'f,orn
Our ordcr No. Vt03p5 Schedute A
hoperly Atldrcss: Lof g. FOLEST GLEN
Arnorrlt $435.000.00
1. Pollcy Dste Scplcebcr ZZ t 2000 at 5:00 p,M,
3. N$ne of lasurcd;
DONAI.DJ. I.AWAI.ID SUSAI.I C. LAW
3' Tbe eghto or td€rtst h ths hlrd describcd or rcfercd to in ftir sc[edula rrat whic,h b coycrld by thk policy ie:
A Fce Siqplc
4. True to thr e#de or htlr€lt cove,rcd by ihis poliry et the datr bemof b rested rn:
DOI{ALD I. I,AW AND SUSAI{ C, LAW
5, Tte hrd rcfcrrril to iu thb Dolicl h dessibed as follo*r:
LOE 9, FD.IAL PI.AT OF FOR3ST GLEN, ACCORDING TO TITE PI.AT N3COtr.DED AUGUST 19, I,92 IN EOOK587 ATpAcE3?6, Colnrr1r o3EAGI5, SIATE OFCOLOnADO
Thir Pollcy valtd only If Scbdule B ir rtrrrlsil.
Ienrl Title G{altftce C.Eprry
Rrprcseffing Cblcago Tttlr Ilssrre Cslll|rlt
JUN. 7, AAB! ?I A7fi4 FRII,F HPLORFTTICN NO.Z97 F,4/e
LTGEftcyNo. CTAI2?039S Forr Ao/nlrr
L
Orr OrderNo, V2zO395
&bcdule I
Ti.p.*y does mr iosu$ agaiasr los or de;:ragr (rotl rhc Ccopaay wil
$'rucn Srse by Eason of
Garrrl E*crptioall
Riglr or clains of pcties ia porsesdon aor sbom by Oe pnblic mcorits,
F*rybqo' ovetlr'prl, ho-sDtlEry lilc disprrrs;,-. ur r:hcr matcr8 wbicl
uryccrioa of rhc Fndsas.
gaseoeu, or cleins of erscoenal !o! sbow'. b, rbe puhliE Ecorls-
Aty liHr, or ri*t to a li.,r, ior sgrrfu€c, ltbor, ol mat*irl bcretofore ort
Aoc shoqa.by &a trrbfuc rccords
2OOO TAIGS Ndr YEr DT.'E A}{D PAYABLE.
NGITT OF WAY FOR D1TTHES OR CANALS CONSTRUCTED SY T1
UNTTBD STATES AS RESER\IED IN UNJTED SIATES PATENTREC
1912, IN BOOK 4g AT PAGE 492,
ll9ql oF PRoIRIEToR OF A'v'EIN OR L0DE To EXrrAcr AND :
THEREEROM SHOI'ID IIIE SAME BE FOUND TO PENEIRAIE OR AS RESERWD Di LhIITED STATES pATENt RECoRDED Nov$/a AT PACE 492.
EASBMENI AS GRAI{TED TO iJPPER EA(II.Ii VAIISY SA}.IITATIO
RECORDED JUNE 13, 1973 IN BOOK ?29 A'I' PAGE 550 AND 551.
RESERVATION OF A lEN PERCENT NON-PART'CIPATING ROYAI RBcoh.DED NQwMBER 2, l9d2 lN BooK t 65 AT pAGB 4ot.
EAIEMENTS, !.ESERIV'AT]ONS AI{D RESTRICTIONS AS StIOl[?.J OT
FI.AT OF FOTES? 6I.EN RECORDED AUGUST 19. 199? IN EOOK 58
TERMS, CONDIrIONS Ar{D PR,OVISiONS OF DECIJRAIIO}i 08 CC
RESIBICNONS A!{D EASEMENTS OF FOREST OLEN RECORD3D.I
587 AT FAGE 37' A}ID A}@iIDME}n RECORDED NOl'EildBER. IE,
PAGE 534 AID AI{EX,IDMENTRECORDED SEPTEMBER 1?, 1998 R]
1.
5,
9.
11.
lot pey c4s6r rnorosys' fom or oqeiues)
ylould be dlsclo$d by ra ac€or.rc zurvef and
creafter ftraishcrL imposd by lrw and
E AT.}:IT{ORITY OF TIIE
ORDEDNOVEMBER I?,
REMOIfE HIS ORE
. IMIERSECT TIG PREMISE5
ER 1?, l9@. rN BOOr,48
N DISINSI IN INSTR,UME}rT
,T':'.AS RESERVED IN DEED
:R.ESBRIIED ON ]TTE FSIAI
7 AT PAGE 376.
l\/E!{A}rrs, coNDmoNs,
T'GUST 19, 1992INBOOE
1992 IN BOOE 594 AT
EcEgnol.r No. 669632.
JUN. 7.eag1 ZraEPH FRIi.Fl D{PLORATIOIJ NO, e97 P.5,'8
tr'rm
OuordeNo, Vn$95
tz.
Scbadule B
TERMS' coNDmor{s A]ID px.ovnroNs oF TRENCH, CONDLIIT Jcl.fD VALTLT AGREEMENT RECORDED AUGUST 18, rgg2INEOOIi 587 AT PAGE !45,
UN.DERR,OIJND SIGIIT OF WAY EASEMENT AS GRANTED IO HOLY CI.OSS EI.ESTRIC ASSOCIANON, INC. IN NSTR.UMENT RECORDED AUGU8T 13, 1992 DT lOOi
'86
AT IAGE 9a3.
ffElvl NOS, I rulOUGH 3 OF IIIE GENErr.iii_ EXCEPTIONS ARE gEREBy DET.ETED.
ITEM NO, 4 OF TITE CENER.AL EXCEPTIONS IS DELEf,ED AS TO A}TY UA{S RES!.I.TINC FR.O.!4 WORK OR MA1ERIAL COI.ITRACTED FOR OR FUR.NISHED Ir NC NrqdST Or TIMERSATLS ASSOCTATES, A COLORADO CENEML PARTNERSHIP.
CHICAOO TTru $SURA}ICE COMPA}IY SHALL HAYS NO LIAEILIIY FOR A]iY LIE},IS ARJSING FROM WORK OR MATERIAL S'URNTSHED AT THE X5QUEST Or dOr.IEr.N I, rrW AIiJD SUSAN C, I.AW.
t?
JUN. 7. ZEB! 7t 29ft1 mr IG D{FLIRA o Tl0f{NO. aErT P .6/E
E(CLUSIONS FFOII COVERAGE llf tllqing mntfrE r|r axDFEty_rrclud.d tEn 0|r Euufilr cl rhb polley.nd thr co rptrty uff |'oC pal. t*a o,6rnr|r , :rtth ttterrlrF. frr ar -ryugr m,iir ii;il;:;;;,
t. (rl Attt lru, ordhlncr or (nllmrrr rl rlul 06 (incudln! L"i lg_]tT-t_d .ro buitdtng lnd tontng drs,oftr*rE-, c. Fflhddru|. Furctrn!, ?a';iiiiri-, nio'ii'liung. o, ltrd,n u fl) rir dcruernry, ur, ar 'r{!t rnt ot,r: hnd:
''' rha chr'G;trG inranfr6,is ;i-6'ouorr cf rny i.prEUrmant rory o. hJrrttrr mcr'onth'l rdrntnrrprntbalnoi"intripoiic-rrii-f"r"urorJiriiifdo-ili-riiii[.j.nuorr,,y
trF,S"T:ilUgoJ_11.*rr r pttr orlii ii,irii",lrirr pmtrcroq ii-di irilli J'.'# uors* or dilr-;;iffi frftroif ffffi $,[H,$';ffi llu,_1l-oa*-uiri;"iff ;iril'drom;;i
ttrrrna trii'ifrilEs rntrpuuicr*o*., *r."r-##Ylol ono? .lod vlddlon rfi6{n9
(bl Ary gorinfir j Dott- !*'#fr; ffirn'filigi','tr#siffif;
2. nlgtla ot rntrurtd rdn unh|| mdop_of th! lrc|lLa rhgEot har b|dr1|ocrd..l h thcFubltc |tcordt,t DttE ol Forict' bur not 'tcrdno rrom mirgr atil-brdilEtri;;'ili'oE,rr.o pn* ro
'rrc
ar ,.fiov whrch rcurd lr bhcrne on tt,'i aghrcri punrrr-rEifri.,r. yiiiili il;fffii:t. lhtaaL, lhm, tnrfltbnffi.r, ldtinr cllmt o? orta, lnittn,
Fl E r|q'd, rslf.ild. uur d or rgrrd ra Uy $r trurrnd drnrrrn$(b! tr'tt lstwn b th' coirD'.rvr,ltott€edfd tn th. public r.cords at Dr!r- ol Follcy, bur tnorrn to lh.lnlric dr|mrhr .nd nor d*-t.ll r{try p U;-qa-'nF;i by itin.u,.o.,.,r,,..,r prtorro rh. drr. rh, r,ou,'.l cbtnrnt bacrnr rn Inru|td urldt iirl| poi*y; -. -" -, ""'
(C) rEltlrt h m torr o11tr;q56 1s gl* ln.|||t6 gy5hq61.
(d) fitrclrlng or crrfbd ,ubrqDrr io Djr s, Follry; 6r
(.1 rdutt In lot| .rrjrrrE -x ch.Eu.frot h.va D|.r Hrst lhld f, Ur. ln3| l ohir|rrit hrd FJd vrtu, t!'ttf ari.tr or h|L|!l tnrtnO ry rtrti patky; * - --- " .-r*E " e' rr'-'rlq s'rmr ntq F||G
4. ArUe,rlft lch |'irae ola !t tfit [|Irr*tcr rrdlt|g In th l J|tdI .i,'or ih;-d;i;i t-iiJir u*'et"y,'dTill,ffillil#,$H$Fffitrrgfii#S#
O d;hrnrrotloncr lndurl
o, trrluLnt lnnj.r _ l .ttata cr hlana hEsnd by ihta pol6y brlng d..nrd r l utruhm cont.|yrncr
riD th! r'nr'ct6n 3nltlni thf .fill. pr iaE,.rt Inrunc by ihr3 por.y batng t.o ad r Frralrntirr rnrnrrr dolpl llttr 0t. F.liOnrdtrl tatrd.r ,r na mm :ne iifrlri
(r) to $tn ry r.ootd th. h|trurffi ol trririrri o.
(b) ot rudt nori on to lrrF|l notE to I Dur€h*ar fot vJua or a lud$ irt 01 lhn citcttor,
ruN. 7.eBE1 elegPF Il€ DtPLt'jr{FlTI0f1 rr o COT.IDITIONS AND STIPULAI'IONS O
NO. e97 P.?.€
1. gEFNnto OF TEFllg (c) Wtl€oav.r. ih. Coirpary rhdl.hlva doughi rn rcrion o( lnt rgd€o s Tho_rdtoruint h'rf* wh.n u|€d in-rtu! polioy n u!: dciq'nc! EEtsqrdt.d oi petrFO Wtrc prrfrio-nj-or-trrFiJUd'.rii;Co,rrrnv
-_L1J!$jgslr11lr-iru d rrrr.d tn 6ch.dutrA, rrd, rub.car ro 6ry ?is.ri' Tq, FUrEu.erry li$uin ornrttionriiniUon +Ioilioiliii'illnluT+
310_.lM F!.?9P.-try woild l}!v. hrd rglird tfp nrnrd ir|5ilrfi, thos,€ crctor| rnd rxPr..dy rlssllr.3,th. dllrt, in lfr rolc dsa',rr'sr, to .ppcrlilDm mo ruoorat b ltl inbr.al ol hr mirad Inuiftt Dy opardion of taw ?s |rry tdvrE€ judt .frl oa othr,qla n9uiahtd trqtr purrhrrr ioclrrClog, hi na mrua'to, h*e. dtcrfb.tc.r, iol tn attciaignrrt thi! Fticy p.flntF or requkea lt5 Ccmprnyo prEE+dri'|t .., ruwirort' P.rtcnd ttp*lrdv$, ng|fi ol bn. oi -rpoma o1 cidcbr prwrdibr fi. catcnii ciinv a*ioir oiroiiirng,-ditii-nilno rrrort riducirry ruccr$on - se*,re io ur atnpaniUc rl-gttt ro'ro plsrocire or p'roriii oiirnra io rp (b) ''ir||urrd clrl[!rt": ||r Inrurd Etrining lo.s or dflt|age, qctron o/.Fros.€.lirlg, ind rfl eF.rb rhcnln, ano drrntrjtrJdiiirpsny o
(c) "knarlrogo" or "kn*n": tclud ls|owlidg., aot co|Er,uctir,€ xna^'b tEe' rl lts optl$' lho nam. of ht In*rd lor lnir puryoa} Whgniwr
6caa c' ffi. wtlictr nlry br iilpu.d Ffi Inruiei qr reacoa ot mc puor'c nq'4Erd bythcEdnF Ul thr intutcd, !: thc oompanytciprnrr, rhal'9it6
Fcorlla. rt Calhtad in hF polist q rlry ofirr raroe wtri*r rnprn corisrnro l_i?"9r0.rfiFll| ll nrt3onrbie lid 0 h alt acliofi- or prpcragng. rtcu-dm
ftvt notic. d mlru'|f ficfng fia l&d. yl:l?' 9D9n|,{|e s,*1tr.ff,.prtr€guling a dd.ndlog iE rsto'r or prD
(d) "ierE"r tnc lrnd .tcrbad of ieft.t to in s.fi.dut. A. lnd l,re6,,.- ce]lng' or allcul'tg rrlHnanl' rilll (ii) in iny olhit hx.ful acl whlrh in thc nrmr fix|c thrrtr rhlcn byhu,co sifura 'isr o',E;ttl.. il;;.;;[a,;i' *lnpi or nc Eorhtltv.rlt|yoa !!04!EE yof oosirrbh b est$llil thc dtL b &c nc Inc,udt rny rcpcriy uannd thr thea or ils iuri oEcl,ma or lMTlglp.IlJ:,nrl'rd, nlnecqtFfnv ii Plriudit l!yt$ hll0rr C tlhntd b in gdrrdtb A. wgry rlgil. drh, Inrrrsn, *le or'eiulrilnr rn :l:'IyI9 "_ylgr-ryjf"]IY:cTlqb$ thf -comFsn!'t sligrlisrb
lDuttirtt dlrot!, tDrda, |Y.nua6, altrtr, t!tu, w116 sr 6tr6r$r8Fs. )ui n;h. M ,FYqo urbr lra Porsy fit{ lct|inlt, anoludine 8ny lirbilily or oulgr-
ing tr9;n 6o11 torltyor i|m[the€rtrnt ag whldl rignt ot rcc-.; r and tro rrcrr. rc oBrlnE. Pr$rc![e' ot corltFilE lny lllnallOn, e/ili rgad b fa rnalrat
lha ljnd lt Inas€C by tir Flicy. rr f'all6ri requiflng ruEi c060rreli0n.
, -(!) 'fiongrg.": noftfAt, r|.|d of tru$, hisl deed, or ol,rq €eorrflry 5. PHOOF OF tj8g OB SAUAGE hEtrumafit.
_,(.0'publc nood3", rrootd..n!rirh.., mder rrr.raut r ar Dar, or ,Jj:Tf;':l$ffiy,]'S#$*#:ltr8lrtffiltfliif8gi;
F.!l?-g-tF-?.rpq3 0f rmpfirni ooidructiw rrra ot nrrmrs rcrrr"'o r aanage ignir rnc rworn ro !rythe insu,bd crrl'anrrhatr bofumiShrc b rn,t'rl PtoF'fiy E Ft'rTEnrlrr tolvrlur m! without kllowicdgt' whl lgpda! conr-Cini iitnrli i.w'illi'nc nr,reo EtaimEn! Bhl .ecairin rhr rsb s.dtron tF)0v) d th. Ercrurionr Fnrr Conngs, ,,prrltic-r.€oruii lhiri cso g,vtng ds.g rb Xre to$-oilirijg.. ne e,E, cf lcrr or danrlp shall Carrib,inclut .nvlroimtnt flbtsctbn lirnr llhd In ine &ccrdr ot tn chliot dp i,. .?iri:i n, i; ifeo
-ciniii or.n"r on !r tgr. o, oihBr nratLr tircurec unftrd e |r dE6ct oourl tsr tb d'nblct h wt{oh th. hnd i5 leraiEc,
.1s.v 'unmldd"rirtrin'irrc'irnrn'srdorrgpar'hr m€uir 6ir.crns iliii?il8fl8$ifl,f;!?*F:'?':iifdl'ir:"Tgiliff#i"S"f ltr ti{1 1s tha lrtrd, rEr Grcludrd ot rrcrpE<t {rom covcrega, wtrich wosrl a#lCi. trrhioo;E,ly-tr i.iuo,cto oy,n" r"i,rrior:* tDsund c|.imant b E titls I pu?ch .r ol thc .drl. o. hFfdn d.*rbe. rn sEhrdt ir A ri be ;'ov'i;-ih!-rqu-h'lri-p"fi &-til ;1iilae6;C co.eiiii i-Af6iqons to "rlBar.d hoa !h| olllOtflon 16 turshfl. by ytaE ol a cootr|ctrJll ct.rjidorr urs_ msuno unir thd poltc rlnl r.rnhrB, Inclt6ing rny ljrtil y b! obllg3.nquHle lia dtifi A r['bti c f$b, loo to daftfit. prprocutr, or comtnu. art , $girlon, *tfi rrrrfi, E ltg rnsnr
e. coilnilulTtoll oF nsuinltc€ AF1ER @1vEr$tcE oF rrLE sr mantrt I'louftlnc rlch pfd ol loss or.trm{r.
. rhr-aovrns. a. thir porcy:nrtt-ooatnu. in roi"" al o. DiF or Foriq, in ff"-lffi.tild:iltlHfr"li.?il:S,fi:l,jl!?#H"HffiTii3S::illJ,i lavgt ol rn lfiuEd oniy ro loi|! ar tha lmufed f.lrirr ra .*aE or irurrt,i in ind shdt p:oduca br-;i#ineiron, impreuon rnd eopying, c rdr ,,",a,*'J!' hn", dhodr rn incd'rdn'3..? l-t r gutEhrs€ nron v moneaga ;#irrt'eJifiFfi& ilfrii &o"so*r"d w3ny.utho r.d r.pa3on6rivr givrn Dy r putph$rt furn h. i un_{-or only ro long ar.rrrc niunC -*iatt
or rne comprriyitt ncoihi, ooor". 16dgr.rr, crlgckt, cofnspatrdrpo
",.d rrvl ltrl|ll? by 6on of cG,r n! ol xrr.tti)r_rnaddby uro inrtusot.nffi', msmorEnda. wh.ur3r_baaring a Eue bdor€ o? iftcr patt ol Folicy, wticr itltrhl or ronvaytrtca of thr rrub or intrilil ihla pCi4, ahEti nc! crnd."luo rsasonsbly podrln b Ure loss-ol o:mags. Fun[eq tr rqu6l.d byrny rulh]in lDrE lF irvor ol rny gutciaD? tom lh| irrrsted ba eitlre' (i) e'rsl5rct flz€d e-trlEi.lfi-orlni6mpanv, rn€ insurnd drinrltdnrl Ennt itg iillorlrt in lh| h|tc, Of 0D et inCabldnor r*urud by e pviitrora rnorry eormfsion. fn *rffi"g, foiiLri-iUmottr fcp,€|g| rtii,. oF tfr Conrpny to mofilElt etuft b t|| lt!{(l' brrrnrnc, rrieeccr inE-,[py-iir ,""org., boor{r. rrdgfi. ctrrc,lr:, cod:rpon.
!. t{OTtc! Of clllX TO E trIrEx !y IiISURED EN-Atf,aNT dlnolrnd m;nurndr tn thr nrbqy_or conld ol rthlftt p|ny, r,'hirhEsrgrr
.. . Tlr hrunrr rhrr noritv rn conrp.ry p.oripry h ,r'lins (i) ir, i,,:. cr any il'LltiH,fr'lirl#"?'r*5!: f"Jlt"g#:XffirfltH? f,f,lg?l5;ltle$--?:{!oq ln 6.bdon (t) d*in'q tdcda trnnt&1ir erllticor'; to *ral not bc dhd-orld idilrrn unlcn, h fts ,r6q,gb6 lud'maqt o, rha rn htu d hGr.ur* 0t ary Clairn 6l tfrt or rnh?.rt wi,cil 6 r6egr.r ts the Co;;*n i ii-;;i;iry;'i* 6Cminisl6tion of ths ctch. FrIuF or rba lillr tolh! 3t E or Inbtrr' 13 hrl|t|6, uld whici miglx cau6s risrorcatr- hrwrrc ciairnrnt to ruun it loi aranrnation uncErEth, pmduc! odrr€agoft rsshtw ch tht 6omF.utnrvb. lrbb-!ry vinuo ot r.h-ir potrv, e'llt) [ tlrt;fo ;lti ililffiilffi;iiinlr"er.i pa,'rnr65ron ro s€cL|E Ersnebtymca6,thr srblr or lBFnc' |r l und' E r.l.ctrd ar unmartcriun itpcnr'trno:tc1 ilri 66nlirtld i'd;ti'# plrii.o r. ,rqurao h ''t'is grnqnph shrn lormF rhJl nol b. 9lv.n !o trc Cqrprry, qT _T- !c_S? i*_,lr"c r labfil' or tr. nrF any lltbliiv of rh. Coflip{V uodrr rhb polica ar to lf|!l drim.FIppyd|liltqrtdnrbulth |tg!'Itbth. mr[srorflrattgrr rorrr ctr' ornpt nolrc. E ?rqulrlrl,frerkbd, h6y,,rv.r, th|l bllurr ror|ow l|cofiFfiy thrtr G, oFT|or$ To Frv oF oTlGRuflsE gGl?LE Ct Altgi TERIUIHATpN |n ro c|Ea prduatha ttr dgltB of .|ry In&jrrd undar th-rr polcy uatdr rrr OF LfAElLt t;|rnDmyEnaloo D|ljlElcto Dy lir tdlrts Indt€nontyrotir on itot t.1o ,n.c6r, ot t ddm u|Ih(t|1i, pgtis?, thc Ogmprny shal hav8 ths
'r|tou{flg
p iudca, roCilprEt oprorl!:
{, gEFE?iSE |lnD PEOgECttaOfl ol acnoils! uun oF w$uRED 16, Il l'ty lrtndrr Prynrnt ol orr anosnt ol In3uEnc..
0|I|[AI{T fE OOOFER{I! 'ro pey or brrdar psFns ol h. 3mo$! of hauBnsa |lndrr r'.ls Flloy (!) Upm tritt n rrqulrt b!, thg In$rsC rr: ruilEi tr I ta or[en! c6ri togelnar w1111.11y 63, rtlorneyE t rr lnd erptneeE ! outod by Ue fi.roii
tdfitd In 3actfi.6 ol lhB. Cardidont snd StFotarrune, ::rt .ionirs,tr,. r ns -TT Fg,!:! 1rqjnD.t Ey-thr co.DFnyiuP lo lhr dnr 0! Pryrn3 ol
oilr cfit rnd wlllT,ul mfi tfi&h drlry rhrtipr:vrde iorrrreari.enn- oi ir En6er ot_ptldr3l"I $rd lrhleh fi Co.np|t|y h obligrltd lo P.y,lfiJrd in lrbdion h t'rldr rrvfiird priy r'*'a adrtniaivEa r"ii. :lili [JPon lh..lrohe rytn._Coipdny othL ordon..]ltiabitityid ob'iort'rors
or inta€ltal lEut*, b4onltlr b tho$ 6{aled cruirr ot frh- albglFc a lo Or inll'.rl q.terlhls Folloy, olhcr ttran bmrh nr pry ltiequl|ta, rilEtl
d0r3ct' [.n dltcgtn$tnor Oro|hrrlr|tllr insul|d AgBrnfiby th'ta; diri, T-:".r |rr,nlntc, |nclt ging .lry fisDiity o. oblig3ton lO dahrd. preraqlc, or can-
CofiPfny ahall hryr fhe dghl b lltcl ccun$t oa di cho'ci asubjre1
-to thc ll_u9,-qtly_ rttjcdlo.rr rnC [r. Polliy shrll bG runEldrEd E the ConpEny lof n!!r|ofthlt 9tfi holitBl to? rro bl{cl.g)b rtgrcrpnt tne inrqrro * cancO[trcn
lo lhotr a|'t.dcltrL ol |!ton ei rhru nq !glllblolEr tnc wt! nor prtihq lb) To Fty or Oiharylr edil. wtd'l Prdat Orhat lh|n th. Insflr|d or laar ol e;ty othr? .Ogi31L Tht Comprny vrll nr, pay {rr! roar, cx'n cr Wlth iha halrd fia;nxni.txpcnt.j Incurfid W ttl InrJ'.d h rhc dgferrra or ttr6* ria.trd o' *tlon ir) to ply or Chiryi'! Eotdo wlth Clhat 9€ni€s litr cr h th€ ,rrrnr o, !n wl clr-rllrgr m$lrn ltt i3r.d rerirr by ftlr poltry, ,"s.iid.oir6ut!.|lyCtitm ino'uroo rsrin*iuiacr',r*ootisy, toe€tH;p, ary l.l) Tlto Cofiprtt ,hrll hrY| tho dgi , rt ib o n rifl... rr: rffitru& and oostq rllsmryr' rrir erld rrEasco-incunoc'iv ini 7"-iiiffiit-ririirii *niar
Drgrac,sra rtD, ra on ?rFfllrEol!?da.nyGrltrc!which ln 1..+oprFron rvtrr eulnclbd q, lha CortrF.f,y ltp !6 th. dtrt3 d prymfin fnd rrfiCfi th,
IryDr.nac*rrfy il cdllblc h Gallilh thd [ri6ro thrGrtlE cr in:artlr, a! comprrry ls obllegbd to F3yi or r hq'orfiF/nt etltds(.l:.aof dl|llaea b ?h€.i 5utEd. 'Lte Canrpan;r 0l bpEyorothc is6id r ntth fl. in€sred cleirnrt thr lore or drlorgt
m_t-y lrb r|tyrFFrD.l$r s|'arsod.r th. rtrns o? ihG.Fotlcy,
'"hernsr ri ncjr o,ovtried -loi utdji h:ii-p,rrcy,-he.thci *i['inv cd#, j6,i-t ,r; r;;r ."d nrhrllbr ltrbl. tntlunCrc tndlr|fl ndthf,rUyconcr$ rialitri qr walwery cxpon$r incuni ry r[J tn'jr;* cuimrnr wtr'tir'iiir rurfroiiba ry rns ?9tl{-0t-tlt po{b./' rl..thr comtrlt.hdt')oftlrr it ris,;!B ,r.,rtsi iiii c,imfar"y uiE ril i'Jni'iriiiiirrniana whlctirdcl;F6ny-il oE6urd p prrEt|lct. lr rhdl do !, ditlgonu$ oav
JUN. 7,e461 P:3AFf1 FRItlF E.iPL.-rRsitTl
^. lpon lr il$k.-rv rt Oornpcny ot drh#thc o.rlmr providod tpr r1 plr4rlphr (D)O of 0i), tnr Comdrnfr orfoEricilr; il'il',,H'u',t-"i,n,,
9oliry ltr the drfn.d tole or drdiqd,.othcr' [,rar rm prffi',iC r-i.iJio o,mrr|r, lheli Emtoris, inclu6irE r-ny t;abl;lry o, olitilt'ron nliojii"-, -oirr"
ErlL er Etrrlnur r4, lignton. -
r, gErEFltnATDt{. EXTET{T OF uAEtLtTV A D CO|I{3UBiNCE
-
j!l1191tcV lcr.col'lcr o, ifiC.|?rntry sgeiFrt ecijr, non61atior" u-. c*.*ry_ $rltflxl or luJrfi by rh. In u-nd'oEtfin-;# il;,i,i;,-eiiol" *
-stT||: _by, fpon -df
r E'! tricu d rFt,,st ty ih; lricl ;;;;,r'fi ,_a8tnl hl'l|n dclcdb.al.
,. lr, Thr li$lllv ot tt3 conprny urdor thia po$oy dElt nor exo.cd lhc F€sl 0n
!!Ltf! lfl|Iiq r:lrrnm ! at€d iF scfi.cttJr' A; ol
,__ {r|) qt otntrrrEs bgwccr rht veh.E or rrc insur;a ieEt€ or ln crd!r a:ir{1ld_and_tirntur otfi€ Inrutd,lrrt or hd€i-a&jedi ; ;h;;;i;.,,,8l:l_1i"_{DtTt tnsurc lerin|l by rtr porlcy.
_ (DJ Intl|fiitnt tha AnEuntot Inttlrencr rtihd scr.dulaAat lt e s8t6o,Fctity_ ic L$'th.n tD p.rc.nt dtE vatrl orr: rnruia iiraij; i;;J;i *F gtL coqld!ilron F.td k tlr3 tE r4 n hicn ,.l. ilo*, Jiiii jii#i,if; o rlo Dr. ot Fonoy &r inpnrnra r rrrcrd o" r,Jr,i,c i_iiiiri-ril-"',il o"
11 |-OJf hruGd qltr0 cf tatbrert Dy rt t!r!!to FrEant ov. rths,irtoon o,rnirrnc dnrr In gcnrdub A, rh.n ihh potbt riiu-b-;;i; il*i.;';;;;
nffikffigiltffiftffitr1r,,"tffi
. (u. YtnlrC ! ruD,aqtr| irnpror'lmmr hrs b€€n F|(ll, |e lo env oafiial litr, :hr c.ofipqy rhll.onty p.yrtD b.s pn nre in'ir iifriiid.i'iilirio p-erEltt o(rhr AnEtnt of Inirnic, $rEd in scn&,jE e [iE rijt
" "-ri,i or n3 Amount ot Inrnnoa nand in &trdr.rta A j* rr t"-_ni ldi-" jt'to.lltim'|drmffi.
-_l..!.qH?* o!.tla pllrgr.Dh rh nq rFpry ro corEtr, en/I?|iy3 i.'|E
!ld,!plnT_'r.Elwlt'9h rhc airdnyE tirH" ufri trri, piGV. am;i"rr
"-n,V rPPry b nr| Fonirn ol ury Fr! wtlieliarcroCs, tn tre sggffii, t O p"Ei:, or li'rt A|nount of lffiJEnas AtlaC in SchgCete A,
,_ j_cllll Tt.9aly wlll pry crv thosr o$r, bmlys' fEr, r,rd €r0enses loc|Jmd |n loootdlncs Wltl SCAin 4 Ol tllOsa Condtians rrd SUp-uEl",r:'
6. APpOHTlo|tif ENt
_f1,6€ hrd dffi h gchEdd€ A conslBE ot 1wo of mo.€ Lffr.E vr:ikn tj: l1-:Fj!-!!lrlqk.!it ,rnd a brE i! Grab{"i,.d rrr*ilns j,iiil,;;-o:
rne.prrEEtr ow ncl a[, tht lort lhrli br coflputrd rnd $ndd on r m tr:Drlr lslf rhr qnorntot Insurmcc u6err;G;arbvwii dt
-il;ilTli-";*
t!?.gT^!l9!! of poticy ot.aor 8.flr:e Darcri rc dp who|6, e""rGJi or rnl, rfl9lgveFl,1lt |'||aoa robla(Nafit @ ooto ol Follcy, ud|!s E ;iaO,riru or
.v3!? f]T +lt.cldr-. boon 4rac<i upon * r eacn pamei ryrhc Corp nnv ird
ln!.iflur.d at ttr. tim€ ot tha i3lurnca ot $tr poltcy irr ariorii rV a,irii,i"$ttema'll or ry In andor'3rn;nt Atlch.A m mis irollcy.l. uflnl tx oF L|ABIL|TY
-- ir! tfrha CottTrny .tfrlfrrhlE thr tl$|. 01
'3mor€E
rh6 flbgso d€fscr, ri.n
l11111lbll'11l,-f s{Et th. lrc-k of r rjgni ot rcccss ro or fi;r rni rdc, o.
,_ (bj\whln llr:lmry am h. drnt Ol locJ or oamagE nsr befi Oefintrrly frxEd In rccottrnc. *i!h rhclo Condh.nrsed Suudtd;;;lG'# ii".e"snB[ b3 ]r|}tbte r,'thin g0 dq,E thor!|n3,:
11. St BFOE Ttot,t ilPON FrvilE {TOg SETtLatiErlr (r) fhr Comp.nyl fi3m of Sub,ogrdon.Wh.rsrr tie funprnt $rlr nlt!ryfg .nd F dd a ciElm under rht!p cy,,rt ,isht ot subrcili6n rhrlvssr in rh. co,rp"i., inid#"a'l'i'.L o.r Ol lh. |ngul|d clalmar
Tha Gomplry Ena ba aubrEa frffiffim'-:d#f*;i Hnd nmtdies rsrttsl ury pltron or.pioponv necii.ii-"y Li'o,[iid iin*t lltr nght ot sub{os$on. Ttra tno"mo- ctrrrrrrnt dE]i;;;il';;A;finy !o ru€, clmFron 0a or ronb ln tt€ neme or ttrr inruco ilalnbi .n-:i id'iji ,m nars oi th. tnsrrid ctlt enl in .ny ranrr.uon cili;Fiffil,il];[s.Th.""?ighB or Fmcdhs.
. lf r Fcym.4t on 6flt1t cf a clatn doos not fulv cDvrr th€ tJrs ri the imur.d drinrnr, fi6 corrpmy srrrn x ari*olirr.,a dtr"iJ rilillila i,r"*tfter tn $€ proportlon s'hich iha €orrpqnyfpryns1 56rrs-'ii' ini wnot.adEnt ol th! lss.
-- lt lar3 tloutd ||Eult fifir rfl' rcr ot tr,s insursd cielmanl, rs fiat€d BDovg,r1er ret rhrlt not volc ti, psl'rcy, uut t|l ::ompert, In lh;r-dfr:d;t D.rsq.r'td b 9ry only that Frt ot r yI errsrexo.oinerhan.[rr6,;d,ru1"'Tr#,ililHJ]",ft#ff I nel! !y gt hrJrd otr,mad !i rhc Gompqryb ncrrr dr arb,oo;iii " ''
(b) Tho Oomprqyl futrtr lgntnrr ionin.uiro clf-to-J"-''
_ ,ll! TTppyl ight ct i|lb.og.tifi rgairre nontns..r,rC *{ioar ,iat,arll rnd lhlll indu(b ry|tn6ui tlnr[*irh, rlc agtc ot rtii,iiurct-E"i"i"r|F nltl.s, gElrrnics, otl3r roflctes d tnru r.nil oiboncs; noil;;nii ni..ny rormr or condiuonr Er,rdinu ln rrse inrrurnen;-;i6 ;;iH;; ;Jrhs..thn righl! by r€uson of ?fiis F +
1I. AFEITRAIIO'{
. UnlFapEtibtEd ryrFpltcrblr trry,.jthsr th€ Ccnprnyortho lnEurea ry dcrrmd Irbnn{on pu.surFt lo the Tnh. ln.rsnc. ADir;t,m Buj;;;t ,,"Am!rlcln tubitnrlon Arroaj{hn. Atttsrble mrtt8|B tTHy inctt"ao.6r-ig. nr,lifirtcd to. Eny controuar3y of dJm be 6n ths CorrrE;^, iJlfi'rill ariqnsqr dbr rchune m:rnE Folcy-;d;'h,il; "fiiiE!fi;"Tff;R:tjon r'ih tlt isruens! or rhr umcr ot tg6tioy prov.rlon oranlr-o'6 ij.rid i. nrr atlrrblc mSlEr rfi.n the arEum o nsu|rnoa iE $1,ooo,o0o of loss Ehatl be Errirrcd ,r $.e rpr:on orsifher hr cdnpraibi nli"irlii]r]j lfiitfi" "D:lurc wrEn rh€ Amtun o? rnerrEnc.,r is in ricii oiaibod,b'do1fiii
""rlbltrrt c ontyrvhsn rerasd lo by bour rr Comp"r,V'"r,A tl ,iii.,]ili iEi r'"
I?1lur.5yant ]c- th.F poriry an6 unoer uro nuira ln ,ncc1- in -d.t-r-i"r""in.
0rfirnd ?or sbitrdbn h nudr or n.rhs oprion ot thD i,i,.ur"i, ir,l ir.i"" ,n
9_tl9Bt, at -Drrt ol.Folicy Enrll 5a unalng.upon tm p.rt.s. -h;il;;ry nctuucdtonp6, taer onry tr rhc letE ot-rhi sare " liitllnl'fr" firnO' ,e-il
"o p€rfilt I cqri to u!fijsb,emyd fbes.m a gsvlrng pini, lu?iiiln];p"n rhe esifit Encdnd bv rhe r6irao4r; mry be ene-ric rri rrti fid tallng Jsrisietion tnsml,
. Thg b'y ?f.lit€ ctus dlrhg E rc rhrll *Ffy lo an bitrErixr unc.r thc Ti e ha|fancs AfthrElifi FU.s.
A clpy al th8 Rul6 fity bc obtriflod lrom toa Comprqy r.pqn cqueu.
15. LlASlLlTf LliilTEE TO THF FOLtGy; FOLtCt EltTIaE CONTFAGT
^ (a) Th''€ Foiicytogrlhlr rrth ! rn.lor63msftr,lt any, rttrch.d ni*, ly inE compr_ny E rhc .fltir pdtoy anc corTrracr er*.dan int ;i"r-ii-fid i;;e;"p3ny. In InErFrttrng tny troyisbn ot hit ptrey, rnis pottcy inarrlit'rsiieo ei t whob.
O) Any crrlm ol bts or da.yagr, whather or nit bt3Bd En n€gliqalce, sid v.nbi Ari# ou: ol tr sEtuf st !h. tttte lo rhr .3tate or tadffi'ooJcr€t hat*y or by any r6ion srsurdnE sscrr ct*nr, snerrril, ,iiti#a*riirrripojry (ci-No amendnr€ft otorrndotarsnl to.thi6 policy can bt m!0.
"rcgpiOy a_wrrin! rn6oE€6 h.Eon or errclr.d her*o-rtgn.d ii eitil ,Iil p;Jdri;r, .vrc. Prssibnr. rhe Ssqlrer-v, an Ag3itrrrrt $&:il]oJ fiiJffii'orq"rlll'",turbnrFd aignrrory of rh€ conFeny.
16. 5FVERAIruTY
.h lh" qFrl.rt y pfwlson ot r.rr po'icy ir hatg ir|\Elid or sncntrrcorDB Lncer€pCicrble lr'r rhr pttsy or"d r br o;ril"d nor trl;;oifii;l;fi""arE llr oths'rovldq|! lhr rflrtin rn ru[ fprce ang'lfiit]
fl qT|ces , rvt{!i! sEifr
All rstic!! roquird b ba gl|'.n thr Cofiplny etd any e|st€,nsnr in lr,dins rlqui]ld r0 br tumtsh.d ri. eorno6ny ahrl ictrdr th6humbe; oi ifiii'pol,,cy snd rhd h lddrs$rd ro the C.imdny ai ffi Eautnto'fr;;;;;,'"" -''
Chhgo Tldr hruruEt Ccmoarry Clthht O.Ctn mr ffl o|ur Ctrrt S0t€t ClliEtor hinoii E[F01-t29{
l',1r 1 2'1? t' R.4
ffg"l1.*:pg.:11.jgp1ry-q-irq rr, il,,,;,,"d fi'; ;;;iabiy
9LISS lry+r.rv qny mrtrrod, Initurrrrd rrird,rron.i.i dnili'.ffi ilffi :i :I1rll-ryqpCr, i!:frlr hrw ruty prrfrrrnid rrs obr6.;-"ls rffi
.iti;ci
r"E$ obf0adons wlth r€specr ti ,hil$Hll_lgr nar F iiorr t6iinil;,, oia',;i,EciiftH fi""r,;
lion, t|lC
r:'dff-t'*Hl',{rdi*Jt#:tt;1,'tg*iitlgl"*";,"",m1
:.,f ylltl:l^11"tl-!:.r-."fi nrr dorr6inrrion d aco.ti ot d;.bG;,;,i;;;
||Difity rotrrmiiiy ir3urro W grji;u |q nt Pmf rilan oon-nr ot tit CofiD||ry.
[*;ifr 'Jffi ir*;#r,t##ffi#$#d
:'l1y^:o_!1l31!iil_rr3lttr6 Df rh. imu rE h rciling ir,r'c-ufi;i ;,h ;;i;b afiy lrB.md bf
or !u[ Mthqll
r0. r.E-ElJ_CTtOr{ oF tilSUnA cft REOIJCTpI OR triltF{lTtoN or LtAli-tTY
._ AllFyfii. a snCsf thl!pctiry, c:crpi pgyntn!! nrdg fDr costJ anomeys tr.6 a l .rp.;.or, rha ncuol rhe inbrii ot ttio iniu-nn* ;, ;;;,; ",
IT. LIAIIUTY IIORqJilU LANVE
-. I it lrprr$ly_und.trboO thal th€ e] gunt of inslranod under ihiE potic]6lrell_b. trds*d by rry anoum tne Compmy ,l,t p"y ";;: i1f i;ii"v illp! 111qq.C! to hhioh.xlrFtoh tr cklnin Sciljd;rr i*t" Jiir,-rr,"
'glij-l{ rg .!'.lLufn d' or bkrn rubj.cl, fi ryhich k hc.'ttdf .x.sqrlE Dy rn Infu ! fl1|l ryhisl h | 6hff" or ;rn on th, afr€ Er inErrsl q:?l|qod o, r€t fls !c in Esh.dut e, ina rni ano,j|,,r ,o oilo-'rira*i-bg (kttnld I FEyrt nl uidgr thb pollcy to thr inrune-ornei rz Ptv El'l? oF tos8
0)N.o. prymantrhd b. firdc rrthout groduciT tht. poltcy ro, ardo,!..nnnl o{ lhr prylrafi unlci| thr pofry n.r Eaan |cst or dcatroyed, In whial 6ir€ pfoof 0t tors ordrffirotion;h.tiD. rnrinrd ti ric-ii;i#d;;;i"Company,
nr.ftr Foni r/e, &!rita. Io.t?&
75 South Frontage Road
Vail. CO 81657
970-479-2138
FAX970-479-2452
COMMUNITY DEVELOPMENT FAX TRANSMITTAL SHEET
TO:
COMPAITYNAME:
FAX TELEPHONE NUMBER:
FROM:
DATE:TIME:
# oF PAGES rN DOCUMENT (NOT TNCLTTDTNG COVER SHf,ET)
RESPONSE REQIJIRED?
SENT BY
TOWN OF VAIL COMMUMTY DEYELOPMENT F'AX # 970.1,79.?;4,52
TOWN OF'VAIL COMMIINT Y DEYELOPMENT TELEPHOFTE #_ PZC4?94T38
SPECIAL COMMENTS AND NOTES:
F:EVERYONE\FORMS\FaxSheet
75 South Frontage Road
Vail, CO 81657
970-479-2138
F AX970-479-24s2
COMMTJNITY DEVELOPMENT FAX TRANSMITTAL SHEET
COMPAI\-Y NAME:
.l
FAX TELEPHONE NUMBER: LITV- UJ,7J(
FRoM, fili:A?n 0/49
DATE:TIME:
# oF PAGES rN DOCUMENT (NOT TNCLUDTNG COVER SHEET)
RESPONSE REQI]IRED?
SENT BY
TOWN OX'VAIL COMNTUNITY DEVILOP}IENT F.AX # 970479-2452
TOWN OF VAIL COM]VIUNITY DEVELOPMENT Tf,LEPHONf, #_ 9Aq479-2I38
SPECIAL COOIMENTS AND NOTES:
F:EVERYONE\FORMS\FaxSh€et
a
Susan Law
5536 E. Mneral Lane
Littleton, CO 80122
June 7, 2001
Exterior Light Fixtures
2 of #9809 Vintage Pewter
One centered above East Elevation Portico
One centered above North Elevation front door
5 of #9707 Vintage Pewter
North Elevation:
Left end of entry porch
Left of lower level entry door
East Elevation:
Left of garage doors
South Elevation:
Left of French doors
Left of back door from sport storage
'b6,1(
Uru ?e'- l-'1lt f,'*t',cng
;.'
l-2,5
D
Susan Law
5536 E. Mineral Lane
Littleton, CO 80122
June 7, 2001
Exterior Light Fixtures
2 of #9809 Vintage Pewter
One centered above East Elevation Portico
One centered above North Elevation front door
5 of #9707 Vintage Pewter
North Elevation:
Left end of entry porch
Left of lower level entrv door
East Elevation:
Left of garage doors
South Elevation:
Left of French doors
Left ofback door from sport storage
FzS l,^16-+l uft 7.* Lllt $;*t''n's
Susan Law
5536 E. Mineral Lane
Littleton, CO 80122
June 7, 2001
Exterior Light Fixtures
2 of #9809 Vintage Pewter
One centered above East Elevation Portico
One centered above North Elevation front door
5 of #9707 Vintage Pewter
North Elevation:
Left end of entry porch
Left of Iower level entry door
East Elevation:
Left of g:uage doors
South Elevation:
Left of French doors
Left of back door from sport storage
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**'t'**'|* ** **** t:i ** * **'tt f!t**** {t'* ** * * t't'l '* *lr l' 't*:} * + * * +* *'f*+* * ***'* *!t * lt * * * * * t**ri* *'}**r} ***'** f *tf * *!t,$*
TOWN OF VAIL, COLOMDO statement
'* t**:| f * *'l*'|*'i**+*{t*+'t{t***'* t'i* *** '}* ** + + ** +* ** * **** * * 'r * * * * * *'t* r* +* ****!i * t +r r+i r:}!*r ir,r,i* r** * *,t*
Statement. Number: R0OOO0O929 Anbunt: $2OO.O0 OG/LZ/200L03:3Z pM
Palment Method: Check fnit : .fAR
!{otation i 2L64
Permit No: DRBO1O1SO Type: DRB - New Const.ruct.ion
Parcel No: 2101123130 0 9
Site Addrees: 4460 GLEN FALLS tN VAIIr
Lrocation:
Total Feee: 9200. OO Thi6 Payment: $200.00 Total ALL pmts: S200.00
Balance; $0.0O *'l't * *'*'t** * * **'f ** +***++'t*** +**** + * ***** * f **+*r ** * + * +'i f i{.**** * i * **'*** r* f 'tr*r r,r*+* * i r*i + *** *tt** |
ACCOUNT ITEM I.IST:
Account Code Description Current pnts
DR OO1()()OO31122OO DESIGN REVIE|,,II FEES 200.00
* *+*'t't*'t,*+ *'i* + i*,i*,t**'t * * * **,t* **+ *** * {.,}**,** *+ !i****r, +i* *f * * * *:t**** +***,t* * *ir** **{.+ * {r:t{r,t * !t,i,t *{r*
TOWN OF VAIL, COLORADO SIAIEME,Nt +******{r{'*i*:l**'lt**+lt*{t*!***{t***+******++***++*'}*t****'t rr *,}*+ * t* * +** * rt*'tr!t,** +,r*+* *'i*'t* +'i ** ***{,*t
Statement. Number: ROOOO0OgZg Amount: $200.00 06/L2/ZOOLO3:32 pll
n"^"tt: lilethod: check ttttt
"To.".rorr, 2L64
Permit No: DR8010150 Tlpe; DRB - New Construction Parcel No: 210112313 009
Site AddresB t 44GO GLEN FALI,S LN VAIL,
Location:
TotaL Fees: $200,00 ?tris Payment: $200.00 Total AIrIJ pmt8: S2O0.OO
Balance: $0.00
'i*+**+'lt*********'l****+****++'t*tf +'*** ** * +** *'t* * * ++*:t+f t*** +{' *i ** t **+ i ***if i 'r * *i i+** * t't *:tr * ** tl
ACCOUNT ITEMLIST:
Account Code Descrjptjon Current pmts
DR OO1OOOO3I122OO DESIGN REVIEhI FEES 200 .00
A6''LJ_I4VL gCI 4'/HN FRUI1 LRI,JNFEXFLORR I ION 79?A4792452 P.Ar
Status:
I Approved
cor"i*rry DEVELopMENT norfinc Fonn
I Approved with conditions I Denied
Routed To:Leonard Sandoval. PW
Date Routed:06h?,01
Routed By:Allison Ochs
Date Due:06t20t01
Description of work:new sfr
Address:z1460 Glen Falls Lane
Leqal:Lot:I I Block:I Subdivision:Forest Glen Sub
Comments:Date Reviewed:
t lssues. Need additional review Fire