HomeMy WebLinkAboutLIONS RIDGE FILING 3 BLOCK 2 LOT 24A-B GRAND TRAVERSE DAUPHINAIS-MOSELEY LEGALTOWN OF VAIL DEPARTMENTOF COMMUNITY DEVELOPMENT
75'S. FRONTAGE ROAD
VAIL, CO 81657 '-( \.,.,.-
970479-2t38 U t:
NorE: THISPERMITMUSTBEposTEDoNIOBSITEATALLTIMES ra-a':-r-lt-)-t-'tc\r1 c r
r a-i ,K.\\( ,z l.,.rr \ ,'' ' (
ADD/ALT SFR BUILD PERMIT Permit #: 801-0193
Job Address: 1844 GLACIER CT VAIL
Location.....: EASTHALF
ParcelNo...: 210312204024
project No : ftc^_
owNER DAUPHTNATS-MOSELEY CONST LNCOT/L2/20OL
1404 MORAINE DR
VAII-' CO
816 5?
License:
Status...:
Applied.. :
Issued . .. :
Expires. ..:
Phone:
O'7 /L2/2OOL Phone : 97O-476-8O55
07 /12/2001 Phone: 970-476-8055
0 # of Gas l,ogs: 0
ISSUED
07/12/2001.
07 /13/2001.
0r/09/2002
COMTRACTOR DAUPHINAIS-MOSELEY CONST
P. O. BOX l_515
VAIIJ, CO
815 58
I-,icense : 105 -B
APPLICANT DAUPHINAIS-MOSEI.,EY CONST
P.O. BOX 1515
VAIL, CO
8L658
License: 105 -B
Descripti.on: .oecK aool-Eaon
Valuation: $5,000.00 Add Sq Ft:0
# of Gas Appliances:Fireplace Information: Restricted:
Wood PeIIet: **** FEE SUMMARY
Occupancv: R3
Tvoe Construction:V N
Building---->
Plan Check->
Investigation->
Will Call--->
Single Familv Residence
Type V Non-Rated
#of
995 - oo Restuarant Plan Review-->
561. ?s DRB Fee-------------->
90.00 RecreationFee----------->
$3 . oo Clean-up Deposit------>
TOTAL FEE$----------->
$0.00
$0.00
Total Calculated FeeF>
Additional Fee"------>
Total Permit Fee------->
Payments------------->
BALANCE DUE---->
s0.00
s0. 00
fg"o;:"flt r o BUTLDTNG DEPARTMENT
o7/12/2ooL JRjM Action: AP
Item: 05400 PLANNING DEPARTMEMT
Item: 05600 FIRE DEPARTMEI{Ir
Item: 05500 PIIBLIC WORKS
OK PER ANN
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this applicatiorl filled out in full the information required, completed an
accurate plot pla+ and state that all the information as required is correct. I agree to comply with the information and
plot plarL to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR
PM.
Send Clean-up Deposit To:
ANCE BY TELEPHONE AT 2138 OR AT OUR OFFICE FROM 8:00 AM - 5
TURE OF OWNER OR CONTRACTOR FOR
PAGE 2
CONDITIONS OF APPROVAL
as of 07-13-200].Permit #: 801-0193
Permit Type: ADD/ALT SFR BUILD PERMIT
Applicant DAUPHINAI$MOSELEYCONST
970-47G8055
fob Address: 1844 GLACIER CT VAIL
Location: EAST HALF
ParcelNo: 270372204024
Description:
deck addition
Status: ISSUED
Applied: 07/12/200L
Issued: 07/13/2001.
To Expire; 01./09/2002
************'h|*lH'***********************#****** COnditiOnS **#tr*****************
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond:16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PERSEC.31O.6.1 OF THE 1997 UBC,
APPLICATION WtrLL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNI:D
Project #:
Building Permit ,f :
97 O- 479-2749 (Inspections)
TVWNOFYATT TOWN OF YAIL
Scl):t r:t le l'crrrrils;tlt tr(luircll
CAT]
75 S. l,'ron llqe llrl.Vail, Colorado 81657
2001
iontact Eaole
[-nqirre er:
.Assessors Office at 970-3 for Parcel #
6 - SoYy
-zl Y:':_J-L3z
| )ctaik:d rlescriirlion of'wc,rli;Qeek aJJ.t,in t 15t F
Work Clas:;: New ( )Renrodel ( ) Repair( ) Denio ( ) Other ( )
r,\/,..l, r.,,,-lvtrl '\ I ylrti. llllt:l IUI ( )Exletiur l!) tSr,rth ( )I)r-rrs.r't IHU eirst ,i[ [lriS location:
lypt of B|19.: Singlc-farnily ( ) lwo farrrily )Q plrrltr tarrril;,( ) C()mrlrcr.(.tat ( ) R ar)t ( )Otl)(i ( )
Parcef # Z1OZ- \2_".O
r]rrua1e gotitL f,l. eeeltnltft;^ lr
r"nnaa'""' rb4+ Ln(a"te. a"rl(6o*
t'iling; -J
-t
Sr-rbciivisron: Lp ntrtAc,e l-egal De -;crrption
Ar ctt itcct/ Dc: ig ncr:
Actct':ss 1944 c\oc,z" &o
Addrass?c,?ox
1-> ,
No, ()f Exi5ting Dwelling lJnits in tlris buil(lincl:
ttJo/ I ypt: oi Firt:pl.tr-e:; [:xistirrcl: Gas Attpli.ltccs
t lrtrts 111tlrir lrrriklrrrq:
inq (NOl ALiOV/tD lype of l'ircpl.-rces Prnposed: (las Appliances i ) Cas L,ocrs ( ) W
Does a firc Alarnr Exist: Yes ( ) trlo ( )Exisi: Ycs ( ) No (
t'tc t()
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materi:rls)
BUfi DtN(j: $ {O@ -O l-llER: g
f ()l\1.: \ S-OOO-Pl tlMBlNG: $
(n
CONTRACTOR INFORMATION
Genelal Cclntractor:/) -+L.&,tr l.
,\
Tu.t2hl'nLa-.tt - YV\ose
Town of Vail Reg. No.:Contacl and Phone #'s: N e 15
l+1b - tu{{
Cont ractor Signatr rre:
Public Way Permit Fee:
F :/everyone/frlt ms/bldqperm
Date Received:
6
Questions? Call the Building Team at 479-2325
Buildins Permit Submittal Checklist
Department of Comnrun ity Development
Thie Checklist must be completed beforea Auilding Pernrit a
accepted.
All pages of application is complete
W llas DR8 approval obtained (if reqrrired) Provide a copy of approval forrn
u Condrlnrinirlm Assoctation lcttcr oI a;lproval .ittiich(](l if project is; a l"lrrlti-Fanrily conrplc:<
t/ Conrplete site plarr sLrbrrriltecl
I Public Way Permit applicrtion includcd if applicablc (refer to Ptrblic Works checklist)
I Staqittg plan includerl (rt:fi-.r to Ptrblic Works chr:cklist) No du1npste!',parkinqstn!aterlal storaqe
Allowed a!1 lAedylays a4g[s[oulders.wi![qut VCIitlA! approva!
J Asbestos test and results subrnitte.d if dernolition is occurr ing J Archrtect stanrp and signatrrre (All Conrntercial and Multr farnrly)
I Ftill floor plarts includirrg building scctions arrd elevations(4 sets of plans for Mrilti-Family and
(-onrnrercial)
!r Window and door schedule
\r- Frrll structural plans, including desrgn criteria (ie.loads)
r/ Structrrral Fnginee'r stamp arrd signature on stnrctrrral ;rl.tns (All Cornnrercial ancl Multi Family)
J Soils Report ntust be submitled prior to Footing inspection
J Fire resistive assemblies specified and penetrations indicated
u Smoke detectors shown on plans
u Types and quantity of fireplaces slrown
Applicant's Signature:
Date of submittali
F:/everyone/torrns/bldperm2
Received By:
WHEN A'PUBLIC WAY PERMIT" IS REQUIRED
PI EASE READ AND CHFCK OFF FACIJ OF Ti IE FOLLOWII.IG OIJESTIOIJS REGARDING THE IIEED FOR A
"PI.JBLIC WAY PERMIT":
Is this a new residence?YE5 rox
rJ
U
,J
IJ
Is any utility work needed? YES
ls the driveway being repavcd?
Does dernr.rlition work being perfbrmed require the use of the Right-of -lVay, casem3nts or
public property?YES NO,X
NOX
YES NOK
Is a different access needed to the site olher than the existinq driveway?
Is any drainage work being done [hat affects [he Right.-of-Way, easements,
YES No \(
or publir: property?
YES NOX
J
I
ts a "flevocable Right-of-Way Pernrit" required? YES
Is the Right-of-W,ry, easenrents or public property to be uscci for staginq, parking ol fencing?
YES NO-K-
If answer is NO, is a parking, staging or fencing plan required by Public Works?
YES NO
If you answerecl YES to any of thcse qrresiions, a "Public Way Pernlit" must be oblairred.
"Public Way Permit" applicalions may be obtained at the Public Work's olfice or at Community
Developmertt (a sample is attached). If you have any questions please call Leonard Sandov;.I in Public
Works at 479-2198.
I I-IAVE READ AND ANSWERED At I.. TI,IE ABOVE OTJEST]ONS.
NOK
Contractor Sig natu re.
F:/everyone/forms/bldperm4
- ts;{a: Li vz L-#* u s5i ii+ pa6 i,ltsi | 6 lao ""/q ' '+ d'ia 4"ufa wpes Ft-* l,-ir ;'r.;'^i,;6{sfr
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w\( wnuLr
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@,ut|fl,5 :$
o
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Town of Vail
6),Y .si {c t^ to9
.;I{JJ
o 5 'lrl
fflt'..-'
bogl. -rgln 1169, lnc-
ll-l t rirgdas *.qe..?o.a. WPiE c'n-
wall, @lo?tAo ;13>1
a10t11c -2110 5C4fi' ?a,
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GRAND TR,AVERgE LOl 24D,.FILII.1G 3
|844 GLACIER COURT
VAIL, COLORADO
,
tl
Design Review Board
ACTION FORM
Department of Community Developmert
75 South fuontage Road, Vail, Colorado 81657
tel: 970.479.2139 Jax: 970.479.2452
web: www.ci.vail.co.us
DRB ilumber: DR8010177 Prcject Name: Fite Residence
Project Description:
Deck addition
Participants:
Project Address:
Legal Description:
Parcel Number:
Comments:
Lot: 24 Block: 2 Subdivision: UON'S RIDGE FILING 3
2t0312204024
OWNER David & Irmak Fite
6415 E. Prentice Place
Greenwood Village, CO
80111
License:
0612812001 Phone: 303-804-5372
APPUCANT DAUPHINAIS-MOSEIEY CONST INCO6/28/2Q07 Phone:
1404 MOMINE DR
VAIL CO
816s7
License:
18.14 GLACIER CT VAIL L.ocation: East side -A
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: 071061200L
Cond: 8
(PLAN): 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 construction activities.
Cond: CONffiffi856
Colors and materials to match existing.
Planner: Ann Kjerulf DRB Fee Paid: 320.00
Questions? Cutt FPtunning Stalf at 479-2128
APPLICATION FOR DESIGN REVIEW APPROVAL
GENERAI INFORMATION
This application is for any project requiring Design Review approval. Any project requiring design review must
receive Design Review approval prior to submitting for a building permit. For specific information, see the
submittal requirements for the particular approval that is requested. The application cannot be accepted until all the
required information is submitted. The project may also need to be reviewed by the Town Council and./or the
Planning and Environmental Commission. Design Review Board approval expires one year after final
approval unless a building permit is issued and construction is started.
A. DESCRIPTIONOFTHEREQUEST:: l.A I <o f *o t.istr:^t g rltcL r-t
TO!,{/N OF VAIL
B.
C.
D.
E.
LOCATIONOFPROPOSAL: LOT: JT{ BLOCK: Z FPING:
-
(A)
3
PHYSICALADDRESS: I
PARCEL #:3t LLog
ZONING: 'R,esiJ.-**i
'. \
(Contact Eagle Co. Assessors Offrce at 970-328-8640 for parcel #)
NAMEOFOWNER(S): .D$v, J l /Lrr'..rk -'+r
MAILING ADDRESS: b{c--
Lo' Bottr
Vtt.
PHONE: 3og Soq - 531L
F.
G.
OWNER(S) SIGNATURE(S):
NAME OF APPLICANT:
MAILINC ADDRESS: ltto
\url
PHONE:
H. TYPEOFREVIEWANDFEE:
E New Construction - $200 Constnrction ofa new buildins.
tr Addition -
(Minor Alteration -
$50 Includes any addition where square tbotage is added to any residential or
commercial building.
$20 Includes minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and retaining
walls. etc.
DRB fees are to be paid at the time of submittal. Later, when applying for a building permit, please identify
the accurate valuation of the project. The Town of Vail will adjust tbe fee according to the project
valuation.
PLEASE SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS
AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,
75 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657.
JUN ? t ;t:j!t!
13:16 F.A"I g/OL FRI 3o37es2so csc sYsrEus @ooz
Questions? Calt U?laEling slllT al479'2126
APPLICATIOII{ ['OR DESIGN REVIE\T/ APPROVAL
TOWN OFV|.TL
.G_ENER.qI,. TNFoFVATIOT t
This applicatiorr is for any pr {ect requiriug DcsiEn Rcview approval Frny project rrqrtring desip rwiese mrEt
Fceiw Desigr Revieqr aplrr wl Fiq to nrbitting for a buildilg pcrmit For rpesific jpford4ioo, ssc tbc
srbeittd rdrircmcnre for rh: puticulrr rpproval tbar is requected The applicuioo carhstbc scccPted uutil dl the
rcqubd hforuatios is gshm incd. TbE Fojcst urey also nadd to bc revicwed by the Toi vn Csuncil rnd/or tbe
Plaaniag a54 Eaviroursaoral Cmmieeion Dertgn Reyierw Boerd approvrl explrar otrr yElr rfter fuel
{pprovEl unlcrs r billdtug perolt lr ir*cd rad construcdaD fu ct|rrcd,
A. DESCTIPTION OF THEREQTJEST:
tr-t na rip a+.t{-l,, L- . _l".o."sa *_ .-.
B LOCATIONOPFR
FIIYSICAL ADDR
PARCEL #z ato'
f,POSAL:LOT: jLH BLOCK Z
]SS:
L
ZONNGT Re-Sitr.*.t't \ ,,. -.
NAtr4EOFOWNEI
IVIAILING.6.DDRE
owNEn(s)srGN
NAT,IEOF A9PLIC
[4Atr-NG ADDRE
c,
D.
E,
(CoDhct E48le co. AsBrsbol3 Ofrct trt t70-32&E640 for prrccl f)
3oi': l3o!t:-,a5]2-
PIIONB t)c
T1TE OFREVIE$'ANDFEE;
tr New Consfust or - $200 Constnrction of a new building-
tr Addldon-
RlllinorAlteratlon -
A,ND THE FEE TO THEDEP
75 SOUTH FXONTAGE RO AIL, CO&ORADo 8r
CKft
Date:
DRB feee are to bc paid et tle tirse of zubnittal. Leter, whco applyrag forabtfldiag perrri! please idcnri&
tle sg€ugate vduati m cf the project. Tt€ Tolpa of Vail will adjmr tbe fec arcr ,rding to the proj est
valuation.
PLEASE SUEMIT THIS APPIICATION, AIL SUBndITfAL REQ|,UIREMENTS
550 hcludce uny addition whErt squrre footage is added to ary tcsidcdiel or
mrcmarciol buildiug'
920 heludes ninor cbaagas to buildings a+d site improvemertr, Eush sq
rcroofng, paiatiag, vindow additions' landecrpbg, feoces rod retaining
walls, etc.
OF COMMTTNITV DEI ELOP}MNT,
Jt,'l{ f 3 fl',,11-r1
FAx 405 848o1
TlW,lDFIrAIL
D.Ntt snt of Comsnntry Dgvclop*xnt
6/27 /0L 00:58 sARrirs'DEv rNc
P€l]F Fax Note
o
7671
Eor
75 Sodh Fllattaig noad
ttatl, Colotdo 81657
970479-2rsE
Fl4X 970-179'21t2
wwr*cl.v&ct.-uc 'OINTPROPERTY
OVAIER
ViRTTTEN .A.PPROVAL LETTER
, 4rr, 4 ,rffi' : ^:.,:::::*
OrhIniEe)
locgted at
6 /ac;.)*provide this letlar Ns
.t I
wriaco rpprovat ofthcplanc arrla 6,/+2,/O I which rro Fut'Eittcd to thc Towu
of vail com:uuaity Developmed for tbe proposed imprvaarme rc be completed at tle eddrc3g
above. tuorlcsanudthettheproposedippspvenafitiaafunde d dezk
I firrther uUdcrgtit$d lhet rninor modificrdms na5fre ruade b the plals ovtr thc cor:rsc of rht
titicw process to ensurc conplit'rcc l.itl te Town's applicable ccder rod regU.[ations.
Qcr*ae"4rp)zt4
t/> zl (sipltur,e)(di!?)
(addreadl4lt desodgtim)
$''oot-"ra
BUILDING MATERIALS:
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
I usror pnbpobeb urrenres O
TYPE OF MATERIAL:
Lt) r-
COLOR:
1c-r-L NS tttt*t1
eiEr:-l-r.zc--Da!F-'
5FZ E-F-,d-,4r, |l-r-,,J,r, lr
{tvr tl /9.,pr,,-ry l.\)
* Please specify the manufacturer=s color, number and attach a snall color chip
** All o<terior lighting must rneet the Town=s Lighting Ordinance 12-11-5J. If o<terior lighting b prcpmed,
please indicate the number of fixtures and locations on a separate lighting plan. Identifo each fixture type
and provide the height above grade, lumens output, luminous area, and attach a cut sheet of the lighting
fixtu res.
PROPOSED lANDSCAPING
Botanical Name:Common Name:Ouantiwi sld:
PROPOSED
TREES AND
SHRUBS:
EOSTING TREES
TO BE
REMOVED:
*Minimum requirements for landscaping:deciduous trees - 2 inch caliPer
coniferous trees - 6 feet in height
shrubs - 5 gallons
Tvoe:Souare Footaoe:
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION
CONTROL
OTHER LANDSCAPE FEATURES (retaining walls, fences, swimming pools, etc.) Please specify, Indicate top
and bottom elevations of retaining walls. Maximum height of walls within the front setback is 3 feet.
Maximum height of walls elsewhere on the property is 5 feet.
lloic
o o
Hais: Ltve t#* U r# lhl pf6tq N t4a IccF { 4 rl * uiv +?#a w7l ft" rii-i' 6ot'*Aiioti9fr
. u, I
lo +y*+-. ?L{P-:'
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e?Lu? *?*
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?-t vzt r$o WP
4 e*rvlJ. +
l4tr+Doilru [i
L:J
fuc-g
DECK EXTEN9IOI\I
GRAND TRAVERgE LOl 24D..FILIT.IG 3
la44 GLACIER COURT
VAIL, COLOR,ADO
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TOWN OF VAIL
75 S. FRO}TTAGE ROAD
vArL, CO 8L657
970-479-2L38
DEPARTME}TI OF COIVIMT]NITY DEVELOPMENT
TOV/Comm.
NOTE:
Dev.
JOBSITE AT
LOT 24
Permit
ALL TTMES
#: 898-0329
TH]S PERMIT MUST BE POSTED ON
PRO'JECT TITLE: GRAND TRAVERSE
AddrESS: L844 GLACIER CT
Location...: l-844 GLACIER CT eI No.. : 2103-122-04-024 ect No.: PR,f98-0251-
Clean-uP De
approved
amount
date
Status. .
Applied.
Issued. .
Expires.
Phone: 970
Phone: 970
.: ISSUED
. : L0/27 /L998
. : 1.1,/L9 /1998 . ntr, /1a /1 ooo
328-5499
328-5499
APPLICA}ff| DIDTER CONSTRUCTION COMPANY
P O BOX 1s95. EAGLE CO 81531
CONTRACTOR DIDIER CONSTRUCTION COMPANY
P O BOX 1595, EAGLE CO 81631 OWNER DAUPHINAIS-MOSELEY CONST INC
1404 MORAINE DR, VAIL CO 8A657
Description:NEW P/S RESIDENCE
Occupancy Type
Dwellings Zone 2 V-N Dwellings zone 2 V-N BasemenE
Private Garages Zone 2 V-N
Number of Dwelling
Factor Sq. Feet
97 .80 3,744
2L .24 L,024
25.55 924
uniEs. 002
Valuation
355,]-53 .20
21 ,749.'76
23,6L7 .44
41,1 ,530 .40
411 , 530 .40
508, 000 . 000
Table Dare: 05/L7/L996
Fileplace Information; Reatsrictsed: Y
Subt.otal:5 ,592 Tot.al ValuaLion:
Town of Vail Adiusted Valuatlon:
Sof cas Appliances:*of cas Logs: *of wood/Pallets:
FEE SUI4MARY
.oo TotsaI calculated Fees--->
4oo-oo Additsional Fees--------->
77a.2a Toeal Permit Fee_-_--_-_>
euil,ding-----> 2,372.ao ReBtsuatant. PLan Revieet-->
Plan Check---> 1,s41.40 DRB Fee---------
g,1e2.oo
.00
5,7e2.Oo rnves!igation >
will call---->
,00 Recreation Fee-- -- --- --->
3.0O CLean-UpDepoEit-------->?50.00
TOTAL FEES- -- -- - 5,?82.00
PaymenLe------- S,1a2.OA
BAI,ANCE DUE.-.. .OO
rLem: 051-00 BUTLDTNG DEPARTMEITT Dept: BUTLDTNG Division:
L0/27/1-998 'JRM AcEion: NOTE PLANS TO CHARLIE
1"L/]-L/1998 CIIARLTE AcEion: APPR CIIARLTE DAVIS
IEEM: O54OO PI,ANNING DEPARTIVIEI{T DCPT: PLANNING DiViSiON:
1,0/27/L998 JRM Action: NOTE PLANS TO GEORGE
1,O/29/L998 GEORGE Action: APPR
IECM: 05600 FIRE DEPART'IVIENT DEPT: FIRE DiViSiON:
10/27/1-998 iIRM Action: NOTE PLANS TO FTRE
LL/Lg/L998 crrARLrE Acrion: AppR N/A
rtem: 05500 PUBLTC woRKs Dept: PUB WORK Division:
L0/27/L998 JRM Action: NOTE PL,ANS TO TERRr
tr/18/L998 CIIARLTE Action: APPR APPROVED
ILem: 05550 ENGINEERING Depl-: ENGINEER Division:
L0/27/1998 .lRM AcE.ion: NOTE PLANS TO TERRr
a0/29/1998 TPARTCH AcEion: APPR SEE CONDITIONS AND NOTIC
. ,. -,: . "... - ",,
Refund NEW (sFR'P/s'DUP) PERMTT
Proj
see Page 2 of this oo"ftn, for any conditions tnJ*-y apply to this permit..
DECI,ARATIONS
I her€by acknowledge Eha! I have read this agplication, fj.lled cu: in full lhe info:rmabion r.equired, completsed an accuratse PloE
plan/ arld sta:e that all tshe informatj.on provided as required iE correcE. I agree to cor.ply viEh the informaEion ana plots plan,
to co(llply wich aLl Torrn ordinanceo and €tat'e lavrs, and Eo build lhis Etlucture according to tshe To!r.'s zoning and aubdivision
codes, desj.gn review approved, Uniforn Buj.1ding Code and oEher ordinances of Lhe Town applicable tshereto,
RAQUESTS
Send Clean-Up Deposj.ts To: DIDIER CONST SIGNATURE OF OI,JNER OR COIiTRACTOR FOR HIMSEI,F AND OWN-ER
PAGE 2
****************************************L***************************************
Permit. #: B98 -0329
CONDITIONS OF APPROVAL
as of LL/L9/98 ********************************************************************************SLatus: ISSUED
Applied: LO/27/L998
Issued: 1-r/]-9/1-998
PETMiI TYPE: NEW (SFR,P/S,DUP) PERMIT
Applicant. : DIDIER CONSTRUCTION COMPANY
Job Address: L844 GLACIER CT
Location: 1844 GLACIER CT
Parcel No: 2103-L22-04-024
********************************************************************************
CONDITIONS ********************************************************************************
l-. THIS PRO.'IECT WILL REQUIRED A SITE IMPROVEMENT SIIRVEY' SUCH
SI]RVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQIIEST FOR
A FRAME INSPECTION.
2. ATTIC SPACES SIIALL }IAVE A CEILING HEIGHT OF 5 FEET OR LESS,
AS MEASI]RED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FTOOR TO THE IJNDERSIDE OF THE STRUCIURAL MEMEBERS OF THE
ROOF DIRECTLY ABOVE.
3. DETATL FOR CONCRETE BLOCK WAI-,L SUPPORTING THE STAIR MUST BE
SI]BMITTED BEFORE TCO
1*Co,rgat t
K;;.3JTi D
l;tiiri j: :if il:u o I'iffi o,2103lLLO'l OZq
TOWN OF VAII CONSTRUCT
PERMIT APPLICATTON FO
PERI-IIT /I
. APPLICATTON MUST BE FILLED OUT COMPLETELY OR ITJAY NOT BE ACCEPTED (".. .,....,************* DFpMrr t,oo.,o,nort^* **K&{?I;.o-3k{*********,F * * * * * * * * * * * * * * *'t * * * * * * * * * * * * * PERMIT TNFORIIATION
lrfl-nuirainS Q4-Plurnbing l[-Electrical S-l-Mechanical [ ]-other
IP"veAtD wrr.r. EZt Job Ad.dress :lgq'{ 6 Lt",ea (r rob Name:
'turTpunaru)Legat Description: r,otZ!- nrocx .J- riting F3 susoltston, [-2Ot,S,(/bG€
owners Name: M Address . kt( (tr{,(l^tL,CO glLEgpr,.ltt(, gos(
General Description:e(op ?(t tnt (<
work class: Qfu-r"r [ ]-Alteration I l-Additional [ ]-Repair I J-other 2 Nurnber of Dwelling Un5-ts,. 4 Number of Accommodation Units:
-'L
ou" Logs- wood/Perret-^ IIFmber and Type of Fireplaces: cas Appliances 9z' cas Logs_ wood/pelret_v It*************:t******************* VALUATfONS *********************************
' I ( f-r t-Jurtor*", {Bf, oc o ELEcrRrcAL. $ 20 ()()OTHER:
TOTAL:
l-
Itrcrnwtcu,: $ <-.C.ln ---+
deE (e_
NTRACTOR INFORMATION * * * * * * * * * * * * * * * * * * * * * * * * * * *
PLUMBING: $00a
Contractor:vtE
Address:
Contractor:+
Electrical Contractor:
Address:
. Plunbing
Address:
Town of Vait Req. No./L)-l\ai phone Number: gH-SF47oT
-Odf;rn of vail nes. No. /K(-E Phone Number: tlLt ^AL*?
-AF*" of vail Res. No.
//-/-
c1t
Pbone Number:
BUILDING PLAI{ CHECK FEE:
PLUMBING PI"AN CHECK FEE:
MEC}IANICAL PI,AN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL
Mechanical Contractor:
Address:
******************************** FOR
BUILDING PERMTT FEE:
PLUMBING PERMIT FEE:
MECHANICAL PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB gEE:
'h4opcl,f;'Xl or vair ."* *c--l
W , Phone Nrrrntrpr: Qltct -,.tr'titt
VALUATION BUTLDING:
SIGNATURE:
ZONING:
SIGNATURE:
CLEAT$ I'P DEP.OSIT REI'UND TO:Df4C-- tpc--/ T3at, tt'ii, )Atu , C.0. XtcSg
75 soulh lrontage road
Yail, colorado 81657
(3031 479-2I.38 or 479-2L39 ottlce ol communlly developmenl
TO:
FROM:
DATE:
su&TECT:
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OF VArL
EOWN OF VArL PUBLTC WORKS/COMMUNITy DEVELOPMENT
}IARCH 15, 1988
CONSTRUCTTON PARKING & MATERTAL STORAGE
edg by:
rn surnmary, ordinance No. G states that it is unrawfur for any person to litter, track or deposit any soil , ,otX, sand, aeUii"or material , including trash iurnpsteri, pori.abre ioir.ets "rra---workmen vehicles- upon any streetl siaewaitcl -;ii"y or public pll:" or any portion theieof. The righr;;_;t-on art Town of Vail streets and.I?"9= is approximateiy s it.-ltt pu*r.ment.This ordinance wirr be strilily enforcld by the Town of Vail Pubric works Department. pers3ns found vi6tating this ordinance wilr be given a 24 hour writien- notice to rernovl said rnateriar.rn the event the person so notified does not cornpry with the notice within the 24 hour time specified,- irt"-p"ulic works Department wirl remove said natei.i"i-"i-[rr"'-""iI"=e of person notified. The provisions oe irri= ordinance shalr not be applicabre to c6nstruction, naintenance or repair projects of any street or alrey or any utirities in trre-i-ig[t-i-riy:-- --
To review ordinance No- e in fulr, prease stop by the Town of YliJ B"rlding Departmenr to obtain a copy. Thank you for your cooperation on ttris matter.
R
Y ""0dndl ""*,{ffi/t,
(i.e. contractor, owner)
75 south tronlage road
vall, cslorado 81657
(303) 479-2L38 ot 479-2L39 otflce ot communlly devolopmetrl
BUILOING PERIiIT ISsUANCE TIME FRANE
lf lti. permi.t requires a Town of vair Fire Department Approval,Engineer''s. (.Public |.lorks) reyiew and approvar,' a ptinnini'oepartment review'or Health Department review, and'a revfew uy-lne'duilbing ---
Department, the estimated time for a tota'r ."ui"n-iluv iale as t6ng as three weeks.
All commercial (]arge or smail) and ail murti-famiiy permits wirl have to follow the above mentioned maximum requireminls. Residential
119*:Tl] grgjects.shoutd take a tesser amount of time. However, if resloentrar or smailer projects impact the various above mentioned departments wr'th regard to necessary review, these proje"i, rnuy also take the three week period
Every attempt will be rlgge by this departrnent to expedite this pet'mit as s.oon as possible. -
I' the undersigned, understand the plan check procedure and time frame.
Communi ty Oevel ooment Departrnent.
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTOFS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A "PUBLIC WAY PERMIT'IS REQUIRED
.lour.,",n", 4f Dadc€I' # ZY
Please answer the following questionnaire regarding lhe need for a'Public Way Permit':
YES NO
1) ls this a new residence?
2l ls demolition work being performed
that requires the use ol the right
of way, easements or public property?
3) ls any utility work needed?
4) ls the driveway being repaved?
5) ls ditlerent access needed lo site
olher than existing driveway?
6) ls any drainage work being done
affecling the right of way, easemenls,
or public property?
7) ls a "Revocable Right Of Way Permit"
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. ll no to 8A, is a parking, staging
or fencing plan required by Community
Development?
lf you answered yes to any of these questions, a 'Public Way Permit" must be obtained.
'Public Way Permit" applications rnay be obtained at the Public Work's otfice or al
Communitlt Development. lf you have any questions please call Charlie Davis, lhe Town
of Vail Construction lnspector, at 479-2158.
I have read and answered allthe abo +z
Job NamE
L€
Contractor's Signature
COMMT]NITY OPMENT
NOTE: THIS PERMIT MUST BE POSTED ON iIOBSITE AT ALL TIMES
PLI]MBING PERMIT Permlt #: P98-0155
t
DEVEL
Job Address:Location...: 1844 GLACIER CT
Parcel No. . : 2103-a22-04-024
Project No. : PRJ98-026L
TOI^IN OF VAII-, DEPARTMEN| OF
75 S. FRO}fTAGE ROAD
vArL, co 8l_657
970 -47 9 -2a38
SLaLus. .
Applied.
Issued..
E>pires.
ISSIIED
1A /27 /]e98
Lr/L9 /a998
os /t8 /Lege
DescripLion: PLUMBING FOR NEW DUPTEX
******r***rr** F,EE
APPTICA}flT
COMTRACTOR
OhINER
Plumbing----->
Plan check- - - >
Invescigatsion>
Will call---->
Reetuarant Plar R€vielr-- >
TOTAL PEES.. ----
Total caLculated Feea--->
Additsional Pees- -- - --- -->
ToEal Pernit Fee_------->
Pa].RenLe-------
BAI.ANCS DUE----
MOI'}flTAIN HIGH PLI'MBING
P O BOX 547, AVON CO 81520
MOI]NTAIN HIGH PLIJMBING
P O BOX 547, AVON CO 8l-620
DAI]PHINAIS-MOSELEY CONST INC
1404 MORA]NE DR, VAIL CO 81,657
Phone: 3039494500
Phone: 3039494500
Valuation:45, 000.00
sulrlMjtRY a'i,r**
675.00
.00
3 .00
.00 s46.75
.oo
446.'t5
845.75
.00
Item: 05100 aL/L8/L998 Ttem:05600
1,L/L8 /L998
BUILDTNG DEPARTI4ENT CHARLIE ACEION: APPR CHARI,IE FIRE DEPAR1T{E}i:|C}IARLIE ACTiON: APPR N/A
: BUILDING Division:
: FIRE Division:
Dept
D.AVIS Dept
CONDITION OF APPROVAL
DECLARATIONS
I hereby ackno!,Ledge that I have lead Ehis applica:ion, filled out. in fulI Ehe informabion lequired, comPlctsed an acculace plot
p1an, and sta;e Ehat all Lhe informat.ion provided ae reqr.rired is correcc. I agree to comply with the infoftraEj.on and plots planr
to conply with all Tolrn ordinances and state 1aws, anil fo build this etructure according t,o Ehe Tolrn's zoning and Eubdivision
coaes, design review approved, Unifofi! Bui.lding Code and other ordinances of the 1'own applj.cabl€ there:o.
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY.FOLR, HOURS IN AD141.]CE BY TELEPHONE 8:00 AM 5:00 PM
o
DEVELO TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 8L557
970-479-21,38
APPLICA}II
CONTRACTOR
OWNER
DEPARTMENT OF COMMI]NITY
NOTE: THIS PERMIT MUST BE POSTED ON
ELECTRICAL PERMIT
PMEITT
.]OBSITE AT ALL TIMES
Permit #: E98 -0279
ilob Address:Location...: 1844 GLACIER CT
Parcel No. . : 2IO3-L22-04-024 Proiect No. : PRir98-026'1,
Status. .
Applied.
Issued..
E>pires.
ISSIIED
ao /27 /3-998
LT/L9 /L998
os/1,8/199e
AVAI-,ANCHE ELECTRIC CORP
P O BOX 27L5, D]LLON CO
AVAI,ANCHE ELESIRIC CORP
P O BOX 27L5, DILLON CO
DAUPHTNAIS -MOSELEY CONST
]-404 MORAINE DR, VAIL CO
80435
8043s
INC
8L657
Totsal Permit Fee-------->
Paymentss---'----
Phone:. 9704680249
Phone: 9704680249
240. O0
240. O0
Description: ELECTRICAL FOR NEW DUPLEX Valuation:20, 000.00
F'EE SUI']MARY
El ecLrical - - - >
DRts Fee
InveBEigatsion>
?,li I1 call---->
TOTAI, FEES-.. >
23't.AO
-00
.00
3,00
240,00
ToLal calculated Feea--->240.00
AdditioDal Fees---------> -O0
BAI.ANCE DUE.-.- .OO
Item:05000 LL/L8/1998 Item:05500 LL/L8/L998
ELECTRICAL DEPARTTIENT DepE: BUILDING Division:CIIARLIE ACt,iON: APPR C}IARLIE DAVTS FIRE DEpARTMENI| Dept: FIRE Division:CHARLIE AcLion: APPR N,/A
CONDTTION
FIEI,D INSPECTIONS ARE REQUIRED TO
OF APPROVAL
CHECK FOR CODE COMPLIANCE
DECI,ARATIONS
I hereby acknowl€dge tha! I have lead Chi.6 application, filled outs in fult the infornation required, completed an accurate PIot
Ii1an, and sEatse tshat a1I the infornation provided ae required is colrec:, I agree to coriply with the informalion and plot P1a:1,
to conply !.i.th afl Torrn ordinances and state ]a'.rs, and tso bui.ld this st'ructur€ according !o the Toi,n's zoning and subdiwisj.on
codes, design rewie* approved, Uniform Building code and othe! oldinances of the Town applicable theleto.
REQUESTS FOR INSPECTIONS STIALL BE MADE TWENTY-FOLR HOURS IN ADtrANCE BY TET,EPHONE AT 4.79.2138 OR AT OUR OFFICE FRCI,I 8:OO ATTI 5:OC PM
o
DEVELO PMEIiIT
ON ,JOBSITE AT Al,L TIMES
Permit M98-02L7
SEAEUS...: ISST'ED
Applied..: L0/27/L998
Issued...: B/3a/]-999
Extrrires.. : 09/27 /L999
Phone: 3039494500
Phone: 3039494500
I, 000 - 00
+of wood/Pall,et:
FEE STJUMARY
*'**;;;;;;;;;;;;;;;;;;;;
;;;;;;;;"*".;i,,i"i.,,O3/31/L999 iIRM ACTION: APPR APPROVED JRM-IEeLn:'.05500 FIRE DEPARTI\'1BI.E Dept: FIRE Division:o3/3L/L999 JRM Acrion: APPR N/A
COIIDITION OF APPROVAI,
1. FIELD INSPECTIONS ARE REOUIRED TO CTIECK FOR CODE COMPLIANCE.2. COMBUSTTON ArR rS REQUTRED PER SEC. 701 OF THE 1997 UMC, OR
SECTTON 701 OF TIIE 1997 IMC.3. INSTALI.ATION MUST CONFORM TO MANTIFACTTJRES TNSTRU TIONS AIiID
TO EHAPTER 10 OF TTIE 1997 I]MC. CHA,PTER 10 OF THE 1997 IMC.4. GAS APPLIANCES SIALL BE VENTED ACCORDING TO CIIAPTER 8 A}ID
STIAI,I, TERMINATE AS SPECIFTED IN SEC.8O6 OF TTIE 1997 T]MC, OR
CIIAPTER 8 OF TIIE ]-997 ]MC.5. ACCESS TO IIEATING EOUIPMENT MUST COMPLY WTTH CTIAPTER 3 AIiID
SEC.1O17 OF THE ].997 I'MC AND Cf,APTER 3 OF TTIE 1997 IMC.6. BOILERS SIIATL BE MOT'NTED ON FLOORS OF NONCOMBUSTIBLE CONST.
I'NLESS LISTED FOR MOI]NTING ON COMBUSTIBLE FLOORING.7. PERMIT, PI,AI\TS AND CODE ANALYSIS MIUST BE POSTED IN MECTIANICAL
ROOM PRIOR TO AN INSPECTION REOUEST.8. DRAINAGE OF MECIIANIEAL ROOMS CONTAINING HEATING OR HOT-V,IATER
SUPPLY BOITERS SHALI, BE EOUIPPED WITH A FLOOR DRATN PER SEC.1022 OF TIIE 1997 lMC. OR SECTION 1004.6 OF T'IIE 1997 llttc.
********************************************************************************
TOWN OF VAIL
75 S. FROMTAGE ROAD
VAII.,, CO 8t557
970-479-2a38
APPLICA}IT
CONTRACTOR
OWNER
Description:
MECH FOR DI]PLEX
Fireplac€ Infornation: Restricted: y
DEPART!,IET{T OF COMMUNTTY
NOTE: TIIIS PERMIT MUST BE POSTED
MECHANICAL PERMIT
.Tob Address...:
Locat,i-on : L844 GLACIER CT
Parcel No.. . . . : 2103-122-04-024
ProjecE Number: PRJ98-0261
MOUI\TTAIN IIIGH PLI]MBING
P O BOX 547, AVON CO 81620
MOI]NTATN HIGH PI,I]MBING
P O BOX 547, AVON CO 8A620
DAI'PHINAIS-MOSEI-,EY CONST INC
1404 MORAINE DR, VATL CO 8L557
*of gas Appliances I
Valuation:
#of cas r,oga:
M€chanicaL- - ->
Plan check- - - >
InveFtigation>
will calL---->
Restuarant Plan R€view-->
DRB Fee--------
Tocal Calculat'6d Fees_ _ _ >
Additional Fee6--------->
Total Pernits Fec-------->
gayment s - - - - - - - -
EAI,INCE DUE- - -.
150.00
40.oo
,00
- 00
203 ,00
203 .00
,00
203.00
203 .00
.00
.OO TOTAI FEES.....
3.O0
o DECLARA'fIONS
I hereby acknorl"odg€ tshat f hav€ r€ad thig applicatsion, filled out in fult che infonnation r€quir6d, collpleted an eccurag€ plot
plan, and EEaEe that all Ehe infonnatsion provided a6 required is corrcct. I agiee to cooply tith the j.nfgrEaLj.on and pLot plan,
co couply wiLh all Toirn ordinancEE and Egaco lar|6, and to build Ehis ehruchrle according to the To*n's zoninE a$d eubdivieion
codeF, deEign revierf approvcd, Uniforn Building codc and oche! ordinances of the ?oi.n aPpJ.icable thoreEo.
'a. l. ,-. . ..O Didier Conslructidn Co.. Inc.
P.O. BOX 1595. EAGLE, CO 81631 . PHONE (970) 328-5499
?ri^ary S,)d,e
?lease incl,lo, i,n llu {,h $, 1841 Gloohr Ct., Bq7-nzT
\ Go.r6u , PoffO ,1
, | \" 4rrl hne ,I f under {luor yoistS V I,o^ tr,t 'i
WlA,1
I
t_
I,t l-----------11
g" {lu,
]ro ,u^htiion qir o(nm5s
z.- I t> fl, th, each t71
eO s? tD rc-7u
au_r
Ilil tl,Hc Aofrt^' (
l,,do03-qlido
ilsl e0lt1
l'a t'l
&urnhq^ -2lo B\^/N
&11,wo BTU ;"*1
'Didier Construcrifi Co., Inc.o
P.O. BOX 1595 r EAGLE, CO 81631 e PHONE (970) 328-1199
\ u* e,?dyn, I
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Fonn No, {t200.#97-60Mfir printed tn thc U.S.A.O 1997 Burnhanr Corpodtion - tancasfer. pA
phone: Zl Z_!91-,{ZOI
hrtoroc[,t htlp;//wwVr,burrthg0t.sofi
UElurnhant
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Sincerell;
INTER-IyIOLNTAIN
Date Receivec
DEC 15 1998
6ein$
I
pWA>e.
l
lE+t Glc,c,er Ct,
Bq6- o32q
Daie heceived
oEC 15 19s8
Jrun C. fiorensc4 P'8.
c:Hli.\.ofi 'Wruc'otl€iDt
8392 Coniinentrtl DMd€ Road,+ f)hontsi 303/948-6220 o Fal:303/948-6526
f; -*"-Ii[ountaln
l*q!,neerin,sLrd-
Docembcc 9, 1998
Durphimi, l'Moectcy Consttuctioo
P.O. Box l5l5
Vail, Colc nado E1658
Fac.rimilo: 4'16-9422
SubiectopcrrHoleFomdatiouExcalationobacnmion,|-d,zt,Block2,Lion'eRidgo v'v''w'!
iiting No' 3' Eaglc Cq$$y' Colorsdo
Project No' 9E'0284C
ffi.*" with your requost, a reprcaontative of Inlor'Mouffiin Enginccring Ltd' visited thc
subject rito oo D€cembsr il f6g, il "b;. Ib"rd"d; oo"rlt*" fsr thc ttr"(fitrE currcdly
unden oonstrudion at tbc girc. At tbo timc or on "irililo"ui*r ro. dq *4 pad fodhs bad
bccn excsv8tod b r"cing
'fiarirs;;"s,tio;. Bq.8; -ir g"*lEtty -comirt4.ot
ailty to clayey
sard. Thixc soils werc g*o|fii" a donse to c€mcutcd coodition' l'oosc soils atrd snow werc
obsarved in some areos of tho foundadon excavffions'
InordertoPropf,rgthislEttcr,wehaverovicwedcilrAPrillgg3.SoilsatdFourfutlon
h*vsttgattonfo, r*posea iiii*rces, Lo* 20 - 25: BtNk zi Lton's hdge Ftltng Na 3, bgte
counry, (otorado. B"r"d;; til;;rri* *a q' ourfr|ions at ihc eite, it is orr opinicnr tbat the
roito oxsned io trre foundltiil;;;; u.e si*i:d1o tfoao doscriUot in thc r4ort ard src
suitsble t') support tlte f".dt;;.- It should Uc n6ea-Urat ttre refercnced rcpod recunmondcd a
Bulximun, atlorrnblc b*rtffi#;:ilft9q pti.lf" *' -"4"t*"ttOogthat tbc foctingr fm
rhe suuc.urc rve"e desipj r*itl * allowable bearing pressurc.of 2,000,psf Basod on urr
obse^ari,rng * ,ti, ,it", I i" *. .pri* th"r thc
-;;;;un allowable beati"S prcsaure for
fodings ,€8riDg oo oo "*fri ,oii, *ltr,i" tne fouo&on o<cavations at thie eitc mey be
incrmsad to 2,000 Psf'
Iosummrry,itisqlropiojonrhqr,-8trb.sosrert.tothorcrnovaloflooeeeoilotrdsnow'the
fqrodation e*,cavations rre rcody for theplacemt oro*crgr. Tbc €'(poded soils sre congidered
suitsble for support ;' f;d"g* abigoed..*A--**truaul iti a""ota""* with the
rpcomm€cdations of tb"^#;;;A projit *ilt tupott' The rnuimum sllowablc bearing
prcssur€ rnay be increesed to 2,000 pcf'
If yur l|s,ve any quettions regading rhis lcfter' or if we rnay bc of frrrthcr servioo' pleaee contact
tlrc under:signed at )pur convcru€oce'
iv,clu
77 M€tcalf Roac, #200 ' Box 978 r Avorr' Colorado B1B2o . Phone: 970/94-9-5072 'From Denvor Direct: 903-1531
o
n o
boyle engineering, Inc.
143 e. meodof drive
sulte 590
wil, colorodo 81657
476-2170 476-4383 fox
*
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Keystone Stondord Un its
Concrete Slob
Gro vel
Levelin g
trnrl
ENTRY RETAINING WALL SECTION
1844 GLACIER COURT DUPLEX EAST HALF
-ltl
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F: 74968 :in
\G.onr,o,.Bockfill
\o-o-a-o-o
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Droin In I'X1 ' Grovel &
Filter Fobric io Doylight
PusqB- ozbt
S*Pn..* -, {o Laonarci-Yrzlcl- coP\ed Boyle Engineering, Inc.
143 E. Meadow Drive, Suite 390
Vail, Colorado 81657
303147 6-2t70 F AX 303t47 6-4383
January 6, 2000 0q8' 0321
Pat Dauphinais
DAUPHINAIS-MOSELEY CONSTRUCTION
P.O. Box l515
Vail, Colorado 81658
Subject: Duplex for Lot24, 1844 Glacier Court
Lions Ridge Subdivision
Vail. Colorado
Dear Pat:
This is to confirm that I have I have made an inspection ofthe retaining wall adjacent to the entry
walk and stairs at the above noted duplex. Furthermore, I have reviewed the structural design of
this wall.
The wall is constructed of Keystone Standard Units. One layer ofgeogrid fabric is present in
walls between 3'-4" tall and 6'-8" tall. Two layers ofgeogrid fabric have been used where the
height ofthe wall exceeds 6'-8".
The wall has been backfilled with 3/a" screened rock, and a 4" diameter perforated drain is present
at the base, which drains the backfill to daylight. The surface ofthe soil immediately behind the
wall is concrete slab and stairs. The roofofthe adjacent residence is drained into a heated gutter
system all along this side of the residence. ln short, a minimal amount of moisture will actually
penetrate the soil behind the wall.
I have determined that the design and construction of this retaining wall meets all applicable and
local code requirements. I hereby approve this wall as constructed.
Please sive me a call if anv ouestions or comments on this matter.
BOYLE
Timothy
President
Date Received
JAN 12 2000
fl}LTlR
Post-it. Fax Note
To ' .. ... ---:
_^,\\tLl ,,
Job Truss
5842 A i 1i
Truslab Inc., NEW CASTLE,
Truss Type otv
R1458242
HALFHTPcoMMo
Page 1 co,81647 Inc. Wed May 05 12:10:40 1999
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SPACING 2-0-0 CSI DEFL (in) (loc) Uden PLATES GRIP
Pfates Increase 1.00 TC 0.87 Vert(LL) -0.11 K >999 M2O 169/123
Lumber Increase 1.00 BC 0.59 | Vert(TL) -0.18 l-K >999 i
Rep Stress Incr YES WB 0.79 Hoe(TL) 0.05 H n/a Code UBC/ANS|95 1st LC LL Min Ydefl = 240 Weioht: 152lb
l
LUMBER
TOP CHORD 2X6SPF.S 1650F 1.5E
BOT CHORD 2 X 6 SPF-S 16s0F 1.5E VVEBS 2 X4 SPF-S 2100F 1.8E'Exc€pt'
C-K2X4WWStud
WEOGE Left2X4lryWStud
REACTIONS(lb/size) B=2763/0-5-8, H=2358t/0-tA
Max Hoz B=536(load case 5)
Max UpliflB=-4sg(load case 5), H=-578(load case 5)
FORCES (b) - First Load Case Only
TOP CHORD A-8=62, B-C=-3406, C-D=-2597. D-E=-2597, E-F:779, F-c:o, G-H=-336
BOT CHORD B-K=2970. J-K=1909, l-J=1909, H-l=716 WEBS Fl=1410, C-K:945, E-K=981, El=-'I759, F-H=-21'12
NOTES
BRACING
TOPCHORD Sheathed or 3-10-9 on c€nterpurlin spacing, exc€pt end verticats.
BOT CHORD Rigid ceiling directly applied or 9-7-9 on center bracing.WEBS 2x4 T-gta@ G-H. E-1. F-H
Faslen T and I bEces to narrow edge ot web with 10d common wire nails
8in o.c., with 3in minimum end distance. Brace must cover 90% of web
length.
1) This tuss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf lop chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll. condiion I enclosed
building. with exposure C ASCE 7-95 per UBC/ANS|95 It end verticals or cantilevers exist, they are exposed to wand. lf porches
exisl, they are exposed lo wind. The lumber DOL increase is 1 .33, and the plate grip increase is 1.33
2) Provide adequale drainage to prevent water ponding.
3)All plates are M20 plales unless otheMise jndicated.
4) This truss has been designed for a 10.0 psf bottom chotd live load nonconcunent with any other live loads per Table No. 1GB,
uBc-94.
5) Provide mechanical conneclion (by others) of truss lo bearing plate capabl€ of wilhstanding 459 lb uplifr at joint B and 578 lb upliff
at joint H.
6) This truss has been designed with AN Sl/TPl 1- 1995 criteria.
LOAD CASE(S) Standard
Ply 58/.2
li.o.o. o. ro,*t* tnouitries,
ryh f,'$
Design val d tor use only wilh MiTek conneclors I his des gn s basLr4 on y Lrpor pnfirrclers shov/n ar. rs lnr an ndrvrdtrrl
bL ld ng conrponent to ba insta led and loaCed vcrtrcal y. App cair [(y Di (irsign paran crc.s rnc proper n.orl]!'al Dn Di
cornponont rs'esporsibilily ol cuilding des gner not truss designei tsrac nq shown s for lalera sLrport of rr).lv dua ,veb
menbers only Additcral lemporary brac ng lo rs!'eslabrh:ydurinli.c1strLcl.n,sIhr,resp.rsrbrlrly.fr.er'11({ Al'irJ.rfril
p€rmanent bracing ol the overa I slruclure rs lhe respons bilily ol lhe ourldrng des !ner For qenefal Qrrdanco 'ega'd rg
labr calon. quality conlrol. slofage delivery. erecl on, and brac ng ccns! I OST"88 Ouality Standard, DSB-89 Bracing
Specilicslion, and Hlg-91 Handling Installing and Bracing Recommendation ava able iron Truss Plate Institule.583 D
Onotrio Drive, I\lladison, Wl 53719
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TCDL 10.0
BCLL O.O
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SPACING 2-0-o
Plates lncrease 1.00
Lumber lncrease 1.00
Rep Stress Incr YES
Code UBC/ANS|95
LUi,|AER
TOP CHORD 2 X 6 SPF-S 1650F 1.5E
BOT CHORD 2 X 6 SPF-S 1650F 1,5E WEBS 2 X4 SPF-S 2100F 1.8E'Except'
C-K 2 X 4 \rJW Slud. E-K 2 X 4 VVW Stud WEDGE Lett: 2X4WWStud
REACTIONS (lb/size) B=2763/G5€, H=2358/0-5-8
Mar Hoz B=488(load case 5)
Max UpliftB=47g(load case 5), H=-558(load c€se 5)
FORCES (lb) - First Load Case Only
TOP CHORD 4-8=62, B-C=-35'16, C-D=-2802, DE=-2802, E-F=-12O3, F€=0, c-H=-516
BOTCHORD B-K=30s6, J-K=2150, l-J=2150, Hl=1095 WEBS F-l=1281, C-K=-807, E-K=849, El:'l563. F-H=-2096
NOTES
PLATES GRIP
M20 1691123
Weight: 146 lb
Sheathed or 4-0-5 on center purlin spacing, except end verticals.
Rigid ceiling directly applied or 9-7-5 on cenler bracing-
2x4 T-gtace G-H, E-I, F-H
Fasten T and I braces to na.row edge of web with 10d common wire nails
8in o.c., with 3in minimum end disiance. Bra@ must cover 90% of web
length.
o.47
0.64
0.78
BRACING
TOP CHORD
BOT CHORD
WEBS
csl
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BC
WB
OEFL (in) (loc) YdeR
Vert(LL) -0.12 K >999
Vert(TL) -0.16 l-K >999
Hoz(TL) 005 H nla
1st LC LL Min UdeR = 240
1) This Uuss has been designed tor th€ wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top ciord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed
building, wilh exposure C ASCE 7-95 per UBC/ANS|95 It end verticals or cantilevers exist, they are exposed to wind. lf porches
exisl. they are exposed to wind. The lumber DOL increase is 'l .33, and the plate grip increase is 1.33
2) Provide adequate drainage to prevenl water ponding.
3)All plates are M20 plates unless otheMise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconqJnent with any other live loads per Table No. '16 8,
uBc-94.
5) Ptovide mechanical connection (by olhers) ot truss lo bearing plate capable otwithstanding 479 lb uplift at joint B and 558 lb uplin
atjoint H.
6) This truss has been designed with ANSI/TPI '1-1995 criteria.
LOAD CASE(S) Standard
lj.o-r,
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bLildirg componeni lo be inslalled anC loaded vcrlrca y App rcahrll1y ri' dcs gn pir.nrri.f\ .ri.l pr.r,'r n.r I' r,rl ) r .r'
ccmlonont s rescons 5r ty of bJrding des qner n(n lftrss des qner -qrac n, shov, r rs l,)r ,rl.ri1l sr,t{r)rl rr' r1l! c-ra 0rl.
iner.rlr.';.nl; A. d ronal lenpor ary b.a
pernanerl !'acfrg c' lhe overa I slruclL'e s thc responsrbrl y r'the b|]r 1''g les !r.r F.]' !l.nefa cL. :1.!ni. rL.qarl nll
labrcalon.qrallyconl-ol.sl.iaqe deh;e./..reclor anc bracrnQ .onsu l OST-88 Oualily Slanda.d. DSB-89 Bracrng
Specilicalion. and Hl8'91 Hendling Installing and Bracing Recommendation 3v:r l.lr r lr.rn Truss Plale Inslitule, 5a3 D'
Onolrio Drive, Madison, lVl 53719
5,1999
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19.11-4
3-11-4
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23-10-8
y114
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ill
LOADING (psr)
TCLL 80.0
TCDL 1O O
BCLL O.O
BCDL 10.0
SPACING 2-O-O
Plales Increase 1.00
Lumber lncrease 1.00
Rep Stress Incr YES
Code UBC/ANS|95
LUl[BER
TOP CHORD 2 X 6 SPF-S 1650F 1.5E
BOT CHORD 2 X 5 SPF-S 1650F 1.5E
WEBS 2X 4 SPF-S 2100F 1.8E'Except'
E-l 2 X 4 VVW Slud. C-K 2 X 4 VVW Stud WEOGE Len: 2X4VVWStud
REACTIONS (lUsize) B=2763/0-18, H=2358/0-5-8
Max Horz B=440(load case 5)
Max UpliftB=-4g7(load case 5), H=-540(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-8=62, B-C=-3229, C-D=-1626, D-E=-1626, E-F=-i448, F-G=o. c-H=-341
BOT CHORD B-K=2829, J-K=2829, lJ=2829. Hl=881 WEBS El=-336, Cl=-l571, C-K=160, F1=1373, F-H=-2132
NOTES
PLATES GRIP
M20 1691123
Weight: 144 lb
Sheathed or 1+0 on center purlin spacing, except end verticals.
Rigid ceiling direc{ly applied or 10-0-0 on center b|acing.
2x4 T-Brace G-H, E-t, C-t, F-H
csl TC 0.99
BC 0.47
wB 0.58
DEFL (n) (loc) l/detl
Vert(LL) -0.11 K >999
Verlfrl) -0.14 l-K >999
HozOL) 0.05 H nla
lst LC LL Min l/defl = 240
BRACING
TOP CHORD
BOT CHORD
WEBS
Fasten T and I braces to narow edge ofweb with 10d common wire nails
8in o.c., with 3in minimum end distance. Brace must cover 90% of web
length.
1) This truss has been designed tor the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupanry category ll, c4ndition I enclosed
building, with exposure C ASCE 7-95 per UBC/ANS|95 lf end veiic€ls or cantilevers exist, they are exposed to wind. lf porches
exist, they are exposed to wind. The lumber DOL increase is 1 .33, and the plate gdp increase is 1.33
2) Provide adequate drainage to prevenl water ponding.
3) All plales are M20 plates unless otheMise indicated.
4) This truss has been designed tor a 10.0 psf bottom chord live load nonmncunent with any other live loads per Table No. 16-8,
uBc-94.
5) Pmvide mechanical conneclion (by others) of lruss to bearing plate capable ofwithstanding 497 lb uplift atFint B and 540 lb uplift
atjoint H.
6) This truss has been designed with ANSUTPI 11995 criteria.
LOAD CASE(S) S[andard
#$'m
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f'r. d rJ comporerr r. be Insla e'J af l 1();'J,rd r.nicaly Afp.nlr rlJ ndes!f r,!:ri_-.'::!'r .pr.;r,, r! rt .r',,1 )n I'
..nrponeri is ,espo.srbrirry ol curlding des qner not lrlss d{'s(lna A'acrqih.,!,i ,il(,Lrtcr. sr.il,rl iif(|!Jril \letl
n]embcrson|yA.ld(c.alemporarybracnqt(rns!rejldbi1|ly(rurtl(,cc|5tr.l
pcrmanenl bracing ol lhe overa I slrlc1ure s lhe respcnsrb lrly ol lhe building des rtncr FDr qcnara !u dnr.r, roqarornq
labrcalion, qualrly conlro slorage. delivory {-.r.cl:on and bracrnq consu t OST-88 OLrality Standard. DSB-89 Bracing
Specification, and HIB-91 Handling Installing and Bfacing Recommendation it!. .r) e lrcT Tr!ss Plate Instilule. 5a3 D'
Onolrio Orive. Madison. Wl 53719
5,1999
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Trusfab Inc., NEW CASTLE, CO,4.0-32 s Jan 20 '1999
4-114 7-1-13
7-1-13
+1'14
st l-15
LOADING(psfl
TCLL 80.0
TCDL 10.0
BCLL O.O
BCOL 10.0
SPACING
Plabs Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code UBC/ANS|95
LUMBER
TOP CHORD 2 X 6 SPF-S 1650F 1-5E
BOT CHORD 2 X 6 SPF-S 1650F 1.5E WEBS 2 X4 WW Strd'Except'
G-H 2 X 4 SPF-S 2100F 1.8E, F-H 2 X 4 SPF-S 2100F t.8E WEOGE Lelt2X4lryWStud
REACTIO S(b/size) 8=2763/0-$.8, H=2358/0-5-8
Max Horz B=392(load case 5)
Max UpliflB=-513(oad case 5), H=-524(load case 5)
FORCES (b) - First Load Case Only
TOP CHORD A-8=62, B-C=-3403, C-D:20s4, DE=-20s4, E-F=-1836, F-c=0, G-H=-431
BOT CHORD B-J=2972. l-J=2972, H-l=1191 WEBS E1=-144, Gl=-1308, C-J=138, Fl=1156, F-H=-2183
NOTES
PLATES GRIP
M20 169t123
Weight: 136 lb
Sheathed or 3-9-2 on center purlin spacing, orcept end ver cals.
Rigid ceiling directly appiied or 9.10-13 on center bracing.
2x4 T-Brace G-H, C-t, F-H
Faslen T and I braces to nano\,v edge ot v€b with 10d common wire nails
8in o.c, with 3in minimum end distance. Brace must cover 90% of v/eb
length.
csl TC 0.91 BC 0.53 wB 0.89
DEFL (in) (loc) udefl
Vert(LL) 4.12 J >999
VedCrL) -0.15 H.l >999
HoE(TL) 0.05 H n/a
lst LC LL Min Udeff = 240
BRACING
TOP CHORD
BOT CHORD
WEBS
'l) This truss has been designed lor the wind loads generat€d by 80 rnph winds at 25 R above gro|tnd leyel, using 5.0 pst top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roofzone on an o@upancy category lt, condition I encbsed
building, with exposure C ASCE 7-95 per UBC/ANS|95 It end verticals or canlilevers exist, they are expooed to wind. lf porches
exist, they are exposed to wind, The lumber DOL inseas€ is 1.33, and the ptate gdp increase is i.33
2) Provide adequate drainage to prevent water ponding.
3) All plates are ir20 plates unless otherwise indicaGd.
4) This truss has been d$igned for a 10.0 Psf bottom chord live load noncondJ[ent with any other li\€ loads per Tabte No. 16-8,
uBc-94.
5) Ptovide mechanicalconnection (by othe6) ot truss tr bearing plate capabla of rniihstanding 513 lb uplifl at ioint B and 524 lb uplin
at jctnt H.
6) This lruss has been designed with ANS/TPI 1-'1995 critena.
LOAD CASE(S) Standard
f*spte\
Des 9n valid lor use only with MiTok connectors. This desagn is based only upon parameters shown, and is lor an indiv dual
buiding componenl lo be insta led and loaded verlically Applicabiity ol design paramelers and pfopef incorporation ol
componenr rs respo4srD*ry o ourrcrng oeggne'- nol rr rss oesrgner. Bracrng srowr rs ro'rarerar sJppol or r o',/,oLar weo ||1|f t
me rbe.s or ly. Additrona ren oora ry bracing io ins Jre stability du r r q conslrJctior s rl^e re sponsib lily of l ie e recto Add trona EEE pemanenl bracirg ol tre ovcral slrJclure is lhe respons br ,tu ol lhe buildirg des€rer. For gereral guidalce regard rg l|lllf fabficaton, qualily control, storage, delivery, ereclion, and brac ng, consult QST-88 Quality Standard, DSa-89 Brscing I
specification, s;d HIB-91 Han;ling Inst;l ng and Brucing Re;ommendation availabl;from Truss Plale Inslitute,-583 D' lllTek ldduglrlca, lnc'
Onotrio Drive, Madiaon, wl 53719
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Trusfab Inc., NEW CASTLE. CO, 81647
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12-1-'12 11-A-12
LOADTNG (psD TCIL 80.0 TCDL 10.0 BCLL O.O
BCDL 10.0
SPACING 2-0.0
Plates lncroase 1.00
Lumber lncrease 1.00
Rep StEss IncI YES Code UBC/ANS|95
DEFL (in) (loc) Ydell
Ven(LL) -0.16 &l >999
VertCIt) -0.32 &l >894
Hoz(TL) 0.05 G rva
lst LC LL Min Udefl = 240
PLATES GRIP
4,t2.0 1agt123
Weighl 129 lb
LUiIBER
TOP CHORD 2 X 6 SPF-S 1650F 1.5E
BOT CHORD 2 X 6 SPF.S 1650F 1.5E WEBS 2x4wwstud'Except'
F-G 2 X 4 SPF-S 2t00F 1.8E. E-c 2 X4 SPF-S 2100F t_8E WEDGE Len:2X4rryWStud
REACTIONS (b/size) B:276310-s-8, G=23s{tl0-5-8
Max Horz B=344(load case 5)
Max UplinB=-527(load casa 5), G=-51o(load case 5)
FORCES (b) - First Load Case Only
TOP CHORD A-8=62, &C=-3473, C -D:2437, D-e=-2178, E-F=o, F.c=-521
BOT CHORD Bl=3016. H-l=l568, G-H.1568 WEBS Dl=s, C-l=-947, El=907, E-G=-2328
NOTES
BRACING
TOPCHORO Sheathed or4-0-13 on cenler pudin spacing, except end verticals.
BOT CHORO Rigid ceiling directly applied or 9-10-10 on centsr bracing.WEBS 2x4 T.Brace F-G, C-1, E-G
Fasten T and I braces to nanow edge otweb with 10d common wire nails
8in o,c., with 3in minimum end dislance. Brace must cover 90% ot $€b
lengli.
'l) This tuss has been designed lor the wind loads ganerated by 80 mph winds at 25 ft above ground level, using 5.0 psf iop chord
deed load and 5.0 pst boltom chord dead load, in th6 gable end roof zone on an occupancy category ll, cordition I enclosed
building, with exposure C ASCE 7-95 per UBC/ANS|95 lf end verticals or cantilavers exist, they are exposed to wind. lf porches
sxist,lh€y are exposed lo wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Provide adequato drainage to prevent ryater ponding.
3) All plates are M20 dates unless othonvise indicated.
4) This fuss has been designed for a 10.0 psf bottom chord live load nonconcunentwith any other live loads per Table No. t6-8,
uBc-94.
5) Pmvide mechanical conneclion (by otheB) of tuss to beaing plate capable of withstanding 527 lb uplin atjoint B and 510 lb upln
at jctnt G.
6) This lruss has be€n designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
fr"s#%
Design va id lor use only with MiTek connectors. Thls des gn is based only upon parameters shown and is for an ind vidlal
building component to be installed and loaded vertica ly. Applicabilily oi desrgn parameters and proper Incorporalron of
cornponent is responsibility ol building designer - nol lruss designer. Bfacing shown is lor laleral s!pport oi indiv dual web
members only Additional tempoary bracing to insure stability dLrring conslructon is lhe responsibllly ol the erector Additional
pefman€nt bracing of the overall slruclr.re is lhe responsibility oJ the buiding des gner. For general gLridance regarding
labicalion, quality conlrol, storage, delNery, erection, and bracing, consull QST-88 Quality Standa.d, DSB€g Brdcing
Speciltc€tioo, and HIB-91 Handllng Inst€lling dnd Brecing Recommendalion availab e lrom Truss Plate Instltute, 583 D'
Onofrlo Drlve. Madison. wl53719
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TOP CHORD
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L -2-G0 ' 6-1-13 , 1240 17-',tc.3 23-lG8 2+0-O
-l--n
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iq
l5
, a-1-4 , 1$1G12 , 2&1G8 2+VO
S1-4 7-9-9 7-'l t-12 G1-8
Trusfab Inc., NEW CASTLE, CO, 81647
SPACTNG 2-o-o CSI
Plabs Increase 1.00 TC 0.87
Lumber Increas€ 1.OO I BC 0.64
ReD Stress Incr YES I WB 0.,10
DEFL (in) (loc) l/defl
Verl(LL) 4.12 | >999
VenfTL) -0.17 GJ >999
HozCrL) 0.06 F n/a
1st LC LL Min defl=240
LoADI G (psD TCLL 80.0 TCDL 10.0 BCLL O,O
BCDL 10.0
LUiIBER
TOP CHORD 2X6SPF-S 1650F 1.5E
BOT CHORD 2 X 6 SPF-S 1650F 1.5E WEBS 2 X4 WW Stud'E)cept'
D-l2 X4 SPF-S 2100F 1.8E, D-G 2 X4 SPF-S 2100F 1.8E WEDGE Left: 2 X 4 WW Stud, Right 2 X 4 SPF-S 2100F 1.8E
REACTIONS 0l/size) B=2763/0-s8, F=2358/0-5-8
Max Hoz B=1 4s(load case 5)
Max UplinB=-505(load case 5), F=.336(load case 5)
FORCES Cb) - First Load Case Only
TOP CHORD 4-8=62. B-C=-3538, C-D+2985, O-E=-2961, E-F=3506
BOT CHORD g-l=3075, H-l=2172, G-H=2172, F-G=3O31 WEBS Cl--788, O-l=951, D-G=909, E-G=-727
NOTES
PLATES GRIP
M20 169/123
Weight 119lb
BRACING
TOP CHORD Sheafied or 4.0-5 on center purlin spacing.
BOT CHORD Rigid ceiling dicc{y applied or 10-G0 on center bracing.
1) This tuss has been checked for unbalancad loading conditons.
2) This tuss has been de6igned tor the wind loads geneEted by 80 mph winds at 25 n aboye ground tevel, using 5.0 pst top chord
dead load and 5.0 psf bottom €fiord dead load, in the gable end roofzone on an occupancy category ll, condition I enclosed
building, with exposure C ASCE 7-95 per UBCi/ANS|95 It end verticals or cantilevers exist lhey are axposed to wind. lf porches
€xist, they are expoced to wind. The lumber DOL increass is L33, and the plate grip increase is 1.33
3) All plaGs ar6 Ll20 plates unless olierwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord li\€ load nonconcurenl with any other live loads per Table No. | 6-8,
UBG94.
5) Provide mecfianical conneclion (by olhers) of truss to bearing plate capable of witislanding 505 lb uplifr at joint I and 335 lb uplift
aljoinl F.
6) This truss has b€en designed wilh ANSUTPI 1.1995 criteria,
LOAD CASE(S) Standard
fstsh
Design valid lor use only with MiTek conneclors. This design is based only upon parameters shown, and is lor an indivrdual
building component to be inslaled and oaded vErticalt Applicabiity ol design paramelers and pfopef incorporalion ol
- -==''component is responsibility of building designer - not truss designer. Bracing showf is fof lateral suppon ol individua web ,-
--membe€ only. Additiona temporary bracing io insure stability during construclion s the rcsponsibilily oi the ereclor. Addilional E El
permanent bracing ol the overall strlclure is the responsibilrty ol the building designef. For general guidance regarding lYllf fabrication, quality cortrol, storage, delivery, ereclion, and bracing, consult OST-88 Ouality Standard, DS8'89 Bracing
Specifica o;, r;d HtB€1 Haniting Inst;ltin9 and gracing Re;ommendation availabl; trom T.uss Plale Inslitute, ;83 D lllTek lndu3trles' ln c'
Onolrio Drive. Medison. Wl 53719
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5842 A6 GIRDER
t'
Trusfab Inc., NEW CASTLE, CO, 8'1647
otv
1
Ply 5a42
L -2-0-0 12-0-0
5-E-7
6.00 12
q
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:J
7x10
6-39
e}9
3x6
I 12-0-0
5-8-7
17-8-7
5-tt- /
241c-0
0-1-8
I
LOADING (pst)TCLL 80.0 TCDL 10.0 BCLL O.O BCDL 10.0
SPAC|NG 6-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress lncr NO
Code UBC/ANS|95
csl TC 1.00 BC 0.37
WB 0,96
DEFL (in) (loc) l/defl
Vert(LL) -0.15 J >999
VertOL) -0.20 J >999
HotzOL) 0.08 G nla
lst LC LL Min l/defl = 240
PLAIES GRIP
M20 169/123
Weight 277 lb
LUMBER
TOP CHORO
BOT CHORD
WEBS
WEDGE
SLIDER
2 X 6 SPF-S t650F 1.5E
2 X 8 SPF-S 1950F 1.5E
2 X 4 VVW Stud 'Except'
D-t 2 X 4 SPF-S 2100F 1.8E
Len: 2X4VVWStud
Right 2 X 6 SPF-S 1650F 1.5E 3-1'l
BRACING
TOP CHORD Sheathed or 1-6-0 on c€nter purlin spacing.
BOT CHORD Rigid ceiling direclly applied or l0-G0 on center bracing.
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3x6
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6-2-1
23-'tG8
G2-1
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G't-8
I
10x10
Prate oiE49 (x,Y): lBto-o-o,o-1-71, [G:o-zizp1 -t1,lG:0-1 -1 5,0-3-31, l:0-5-0,0-q:q
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REACTIONS (lb/size) B=8289/0-6-8 (input: 0-5-8), c=7075/0-5-9 (input: 0-5-8)
Max Hotz B=443(load case 5)
Max UpliftB=-1517(load case 5), G=-1007(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=202, B-C=-10790, C-D=-7450. D-E=-7450. E-F=-10756. F-G=-10756
BOT CHORD B-J=9439. l-J=9439, H-l=9313. G-H=9313 WEBS C-J=356. DJ=3585. E-H=352. Cl=-3233. E-l=-3087
NOTES
1) 2-ply truss to be connected together with 0.131'13'Nails as follows: Top chords connected with 2 row(s)at 0-6-0 on cenler.
Eottom chords connected with 2 rod(s) at G9-0 on center. Webs connecled as follo$/s: 2 X 4 - I row(s) at 0-9-0 on center.
2) This truss has been checked for unbalanced loading conditions.
3) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf botlom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed
building, wilh exposure C ASCE 7-95 per UBC/ANS|95 ff end verticals or cantilevers exist, they are exposed to t rind. lf porches
exist, they are exposed to wind. The lumber DOL increase is 1.33, andtheplategrip jncrease is 1.33
4) All plates are M20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads per Table No. lsB,
uBc-94.
6) WARNING: Required bearing size at joint(s) B, G greater than input bearing size.
7) Provide mechanical connection (by others) of fuss to bearing plate capable of withstanding 1517 lb uplin at joint B and 1007 lb
uplift at joint G.
8) This truss has been desagned with ANSI/TPI 1-'l995 criteria.
LOAD CASE(S) Standard
ry'&f,.$
D:srg. vr d tor use.1lr',' h MiTek c.lneclr:,. -rsdes!n s|.1..:1 .., rtr I i,ara-cl-ar:j:rr1tr',r ar, L, 1)r nn .1.,r r
bL c nt compore,ll t. t,e Ins:a er ar,l loaled v€r:rcdl/ AFp ;rt, rri.)id, sL.rrr p.rrr_: c s.lnrr lrrrpcr rr )rt ri'.rlrcrr f
componerl rs responsrbr||ly of ourldrnq dcsrgn€r- nollruss deirqne.. 8€c nq rlro,vn skxlalcrir s!cpirr t r.lrv ijual ,v.l
memberson|yAddilona|temporalyb.acrgton5|]rslabi|ily.|l||l!canSh]Ll{)nslh.rc:1nn.!b|]ilyLJlll'l,ll)l)tolAj'jljil
pe.mananr bracrng ol the overa slturclirre s ll^e respcnsrb lrly Dl Ihe !urldrnll dcs !ner :.r l,rircra q.r d,u,:rr, .egatrnii
labrcalron. cual:yconlro s1!rage der!ery er€.1.n arl brac,r! .:'lsr t OST-88 Ouality Standard, DSa-89 Bracing
Specificalion. and HIA-91 Handling Inslalling and Bracing Recommendataon r'ra 3:,,. trir Tfuss Plale Inslilule. 583 O'
Onolrio Orive, Madison, Wl 53719
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5-1-13
5-1-13
10-0-0
4- 10-3
l5-11-4
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i.o,a, ; *" to trrrtt"k lndustries, Inc. wed May os 'r2:10:s9 reeg page I
2x4
600,2 i\ Ll r'i;2x4 '\ i il]C c- i \:. I I fl',
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10-1-12 S.g-E S.t.t-4
Plate Offsets (X.!ilB:O-1 {,0-2-41, [D G54,G3-81
LOADTNG (psf) j SPICNA 24-o cst DEFL (in) (toc) t/defl ] elares cnre TCLL 80.0 Plates Increase 1.00 I TC 0.86 I Vert(LL) -0.12 J >999 I MzO 1691123 TCDL 10.0 Lumber Increase 1.00 BC 0.71 | Vertgl) -0.'17 B-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.97 Hotz(TL) o.o5 G n/a ]BCDL l1i Code UBC/ANS|95 I 1st LC LL Min l/detl = 240 i weight 130 lb
LOADING (psf) SPACING 24-o CSt DEFL (in) (oc) t/defl I PLATES GRlp
LUMBER
TOP CHORD 2 X 6 SPF-S 1650F 1.58
BOT CHORD 2 X 6 SPF-S 1650F 1 5E WEBS 2 X 4 VVW Stud 'Excepl'
F-G 2 X 4 SPF-S 2100F 1.8E. F-H 2 X 4 SPF-S 2100F 1.88 WEOGE Lefl: 2X4WWStud
REACTIONS (lUsize) B=2763|/0-5-8, G=2358/0-5-8
Max Hotz B=296(load case 5)
Max UpliftB=-s3g(load case 5), G=-498(load case 5)
FORCES (lb) - Firsl Load Case Only
TOP CHORD A-8=62, B-C=-3624, C-O=-2A20, D-E:2128, E-F=-212a, F-G=-2290
BOT CHORD &J=3128, l-J=2533, Hl=2533, c-H=0 WEBS D-J=491, C-J=-689, E-H=-1231, D-H=-s11. F-H=271'1
NOTES
1) This truss has been designed icr lhe wind loads generaled by 80 mph winds at 25 fr above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end root zone on an occupancy category ll, condition I enclosed
building, with exposure C ASCE 7-95 per UaC/ANS|95 lf end verticals or cantilevers exist, they are exposed to wind. lf porches
exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip inc.ease is 1.33
2) Povide adequate drainage to prevent water ponding.
3) All plates are M20 plates unless otheMise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load non@ncunent with any other live loads per Table No. 16-8,
uBc-94.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 539 lb uplift at ioint B and 498 lb uplifi
atjoint G.
6) This truss has been designed with ANSI/TPI 1-1995 cnteria.
LOAD CASE(S) Standard
l.too
5442
Yty 5842
23-10-8
6x8
G11-4
D
6x8
BRACING
TOP CHORD Sheathed or 3-1G1 1 on center purlin spacing, except end verticars.
BOT CHORD Rigid ceiling direclly applied or 6-0-0 on center bracing.WEBS 2x4 f -g?c€ F-G. D-H
Fasten T and I brac€s to narrgw edge ofweb with 10d common wire naits
8in o.c., with 3in minimum end distance. Brace must cover 90% ofweb
length.
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fr€nlt]r).so||vAdd|1ona|1emp3rary.rac|ngi.i!]'!U|1]slab|lilylLll|r.]|:liU,jl)l|
permancrl bracrng ol :heovera slr!clrre isll,erosp.nsb tyollhc burl.irog d.rs,gner For gefF . l :JLril.r"r, r..."drng
labrcalron qJalily cortrc. slorage delivljy (n.cl on. and brac ng c!ns!r OST-8a Ouality Standard, DSB_89 Bracing
Specificalion. and HIB-91 Handling Installing and Bracing Recommendation ava able from Truss Plale Instilute.583 O'
Onolrio Drive. lltadison, Wl 53719
utr
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Truss
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Trusfab Inc., NEW CASTLE, CO, 81647
otr Pty i satz
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5-2-13
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t-i
I
4xo
15-10-4
7-104
R1458250
Wed May 05 12:'11:02 1999 Fagel
Truss Type
+1-13
4-1-13
8-0-0
3-'10-3
13-2-13
5-2-13
8-0-0
8-0-0
23-10-8
5-4-13
2x1
F
r
23-10-8
l
&G..4
l
I PLATES GR|P M20 169t123
Weighr: 123 lb
6.00 12
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Plale Oflsets (X,!:
LOADING (psD TCLL 80.0 TCDL 10.0 BCLL O.O
BCDL 10.0
LUi'AER
lB:0-0-0,0-1-91
SPACING
Plales lncrease 1.00
Lumber Inqease 1.00
Rep Stress Incr YES
Code UBC/ANS|95
csl TC 0.93
BC 0.50
wB 0.78
DEFL (in) (loc) udefl
Vert(LL) -0.11 J >999
VertCrL) -0.16 H-J >999
HozOL) 006 G n/a
1st LC LL Min l/defl = 240
BRACING
TOP CHORD Sheathed or 2-9-12 on center purlin spacing, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.WEBS 2x4 T-Brace E-G
Fasten T and I braces to narow edge of web with 10d common wire nails
8in o.c., with 3in minimum end distance. Brace must cover 90yo of web
length.
TOP CHORD 2 X 6 SPF-S 2'100F 1.8E 'Except'
c-F2X6SPF-S1650F1.5E
BOTCHORD 2 X 6 SPF.S 1650F 1,5F WEBS 2X4WWStud'Except'
F-G 2 X 4 SPF-S 2100F 1.8E, E-G 2 X 4 SPF-S 2100F 1.8E WEDGE Left: 2X4WWStud
REACTIONS (lb/size) G=2358/0-5-8, B=2763/0-!8
Max Hoz 8=248(load case 5)
Max Upliftc=-488(load case 5), 8=-549(toad c€se 5)
FORCES (lb) - First Load Case Only
TOP CHORO A-8=62, B-C=-3246, C-D=-2853, D-E=-2696, E-F=0. F-c=-473
BOT CHORD B-J=2840, l-J=3120, Hl=3120, c-H=2178 WEBS C-J=s86, D-J=-352, D-H=-824, E-H=1006. E-G=-2830
NOTES
1) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed
building, with exposure CASCE 7-95 per UBC/ANS|95 lf end verticals or cantilevers exist, theyare exposed to wind. lf porches
exist, they are exposed to wind. The lumber DOL inqease is 1.33, and the plate grip increase is 1 .33
2) Provide adequate drainage to prevent water ponding.
3) All plales are M20 plates unless otherwis€ indicaled.
4) This truss has been designed tor a 10.0 psf bottom chord live load non@ncurrent with any other live loads per Table No. 16-8,
uBc-94.
5) Provide mechanical connection (by others) of truss to bearing plate capabte of wilhstanding 488 lb uplift atjoint G and 549 lb uplifl
atioinl B.
6) This truss has been designed with ANSI/TPl 1-1995 criteria.
LOAO CASE(S) Siandard
ryB
l.siqn!ardlor ,iseonylvrlh MiTek conrc.tors Th s .l4sran is l,r r! o. y ( !,rr l);rr:rnr.-.l.. !ri,)w. arrri ,;,,.1 r.1!,ir l
b|lkln:.ccIrDn.rttob.1stn|edandDn.ledVe(r:ilyApp|cnt]lly']llos-]l]l]ll..|j.t(]l\lllllJll!tl.,.ll]ji.'].'
.r Trrnerl i rcsaons 5 l'? ol b! a rg lDs.l ler 'rol l'Lrss des tn.r :1ra.:] sr|^,, i r-e lrr rrir'.: irrt:rfr ' j ir, ..rrl f, r)
rrn'anenl briic nq oi lhe overall slrucrL,rc s lhe rcspon:rbrlly .l lho bLr d 1.1 1,rr .i1rr t c rr.f.ra qL, a lNL. rL.!arri rlr
lirlrr cnl on. q!a lv ccnl'ol :irarage. dolircry. oroct an an.l bracin.i ,uriL 11 OST-88 O!ality Sland€rd. DSB-89 Braclng
Specitication. and Hl8-91 Handling Installing and Bracing Becornmendalion i!., itr . | 1 ,t; Tr!ss Plate Inslituie. 58:i D-
Onolrio Drive. Madison. Wl 53719
lvllr
lIiTek Ind uttlles, Inc.
May 5,1999
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*.1-'t2 t10-5 $1().5 6-Gl
LoADING (psO TCIL 80.0 TCOL 10_0 BCLL O.O
BCDL 10.0
SPAC|NG 2-0-0
Plates lncrease 1.00
Lumbet Increase 1.00
Rep Stress Incr NO Code UBC/ANS|95
cst
TC
BC
WB
0.78
0.78
o.77
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Vert(LL) -0.19 l-K >999
VertFL) {.24 K-L >999
HozCrL) 0.05 H n/a
lst LC LL Min Udef = 240
PLATES GRIP M20 169t123
weight 245 lb
LUIIBER
TOP CHORD 2X6SPF-S r650F 1.5E
BOT CHORD 2 X 6 SPF-S 2100F 1.8E WEBS 2 X4 Wwshrd'Excapr
G-H 2 X 4 SPF-S 2100F 1.8E. G-t 2 X4 SPF-S 2100F 1.8E WEDGE Left:2X4WWStud
REACnONS 0b/size) 8=4585/0-5.8, H=4537/0-5€
Max Horz 8=200(load cas€ 5)
irax UplinB=-8ls(load case 5), Ha7go(load case 5)
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verlicals.
BOT CHORD Rigkl ceiling direc{y applied or 1O0-0 on center bracing, E(cept:
6-0-0 on cenbr bracing: Hl.
FORCES (b) - First Load Case Only
TOP CHORD A-8=62, A-C=-7242, C-D=-8119, D.E=-5988, E-F=-5S88, F-c=-5988, G-H=36s8
BOT CHORD B-L=6287, K-L=6366, J-K=8119, l-J=8119, H-l=o WEBS C-L=1803, D-K=706, F.l=-s27, C-K.mo1, O-l:2457, Gl=6901
NOTES
1) 2-ply truss to be connected bgether with 0.131"x3" Nails as bllo^,s: Top chords connecled with 2 row(s) at 0-94 on center.
Bottom chords connecled with 2 row(s) at 0-4-0 on cent€r. Webs connecied as follors: 2 X 4 - 1 ro${s) at 0-9-0 on cenler.
2) This tuss has been designed tor lhe wind loads generated by 80 mph winds al 25 ft above gmund level, using 5.0 pst top chord
dead load and 5.0 psf bottom chord dead load, in th6 gable erd rmf zone on an occupanc! category ll, coodilion I endosed
building, with exposura C ASCE 7-95 per UBC,/ANS|95 It end \€rticals or cantile\€E exisl, they are exposed to wind. lf porches
exist,lhey are exposed towind. The lumber DOL inqease is'1.33, and ti6 plate grip incfease is 1.33
3) B(cept as shown belo , special conneclion(s) required to support concentrated load(s). Design ot connection(s) is delegated to
tt|e building designer.
4) Provide adequate drainage to prevent wabr pondiru.
5) All plates are M20 plales unless ofE.wise indicated.
6) This truss has been designed for a 1 0.0 psf bottom chord lirre load non@ncunent with any other live loads per Table No. 1 &8,
uBc-94.
7) Provide rnechanical conneclion (by others) ot truss to bearing plate capable ofwilistanding 815 lb uplin at joint B and 790 lb uplin
atjoint H.
8) This lruss has been designed withANS|/TP| 1-1995 c{iteria.
LOAD CASE(SI Standard
Continued on page 2
ry,h fr"Si
Design valid for use only with MiTek connectors. Th s design is based only upon parameters shown, and s for an ifdrvidua
building component to be nstalled and loaded vedica ly. Applicability 0l design parameters and proper incofporat on of _ _==''
component s respons b I ty ol bu ild ing designer - nol lruss desig ner Bracing shown is lor lateralsupport of individualw"b t---
merrbers on y. Aaditional iemporary 6racinl to insure stab lty dling conslruction is the responsib l9 ol the ereclor Add tional
-Et
permanent bracing oi lhe overall structure is the resporlsib ity ot the building designer. For genetal S:!1P1e9ardr.ng llllf labdcalion, qua ity control, storage, delivery, efection, and bracing, consull QST€8 Qualily Standard, OSg-89 Bracing
spec tcafion, a;d HB-91 Haniting hsr;ttlng and Bracing R;ommendation availabl;lrom Truss Plate Inslilute,;8:] D' tllTek lnduslrlSS, Inc.
Onofrio Drive. Madison. Wl 53719
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58/2 IA9 IfIALF HIP i'ASTE 2 _._L _ 't
Trusfab Inc., NEW CASTLE, CO, 81647 4.0-32 s Jan 20 1999 ek Industries, Inc Wed May 05 l2JlOitsg€ page t
LOAD CASE(S) Standard
1) Regular Lumber Increas€=l.00, Plate Incrsasa=l.oo
Uniform Loads {pfi)
Ver! &L=20.0, K-L:287.1, J-K:287.1, LJ:287.1, HJ=-287.1, A-B:180.0, B-C:l80.0, c.Dago.o, D.E:90.0, E.F:90.0, F-c=90.0
Concenlrabd Loads (b)
Vert L=90O
D€sign valid lor use only wilh MiTgk connectors. This d€sign is based only upon paranelers shown. and is lor an Individual
building componenl to be inslalled and loaded verlically. Applicabrlity ot design paramelers and prop€f incorporalon ol
component is responsibility ol building d€signer - not truss designer. Bracing shown is for lateral support of indivrdual web
rn€mbers only. Addilional temporary bracrng to insure stability during constructon is the responsibility ol the erector. Additonal
p€rmanent bracing ol the overall structur€ is th€ responsibilily of lhe building desrgner For general guidance regarding
labrication, quality control, storage, delivery ereclion, and b€cing. consu t OST-88 OuElity Standard, DSB-89 Bracing
Sp€clticatlon, .;d Ht8-91 Han;llng Inldlllng and Braclng Ro;ommendation aval abl; from Truss Pl.te Insittute, 683 D MIT
Onolrio Orive. Madlaon. wl 53719
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5442 B MONO
Trusfab Inc., NEW cAsTa-, co, 8i647
5842
,"" ,o *t", tndustries. lnc.
2x4
R1458252
Wed May 05 t2:1i07 1999 page i
Truss Type o
. -2-g{
2-O-O
oty Pty
'19 1
l.o-e2!
m0
f
6.00 12
;
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IL) 0.00 o nla i
) LL Min t/den = 240
I
BRACING
TOP CHORO Sheathed.
BOTCHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
1) This kuss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed
building, with exposure C ASCE 7-95 per UBC/ANS|95 It end verticals or cantilevers exist. they are exposed to wind. lf porches
exist, they are exposed to wind. The lumber DOL increase is l.33,andtheplategrip increase is 1.33
2) All plales are M20 plates unless otheMise indicated.
3) This truss has been designed for a '10.0 psl boilom chord live load nonconcurrent with any other live loads per Table No. 16-8,
uBc-94.
4) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding '168 lb uplift atjoint B and 158 lb uplift
atioint D.
5) This truss has been designed with ANSlffPl 1-1995 criteria.
LOAD CASE(S) Standard
5 q
6-0-0 l
6-0-0
Plate Ofisets (X,!i tB:O-.o-q0-0-51 . .LOADING(pSD I SPACING 2-0-0 I CSI DEFL (in) (toc) t/detl PLATES GRIP LoADING(pSD I sPAclNG 2-0-0 i CSI DEFL (in) (loc) l/defl PLATES GRIP TCLL 80.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.02 B-D >999 M20 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.23 VeriOL) 0.03 A-B >847 BCLL 0.0 Rep Stress Incr YES WB 0.00 I HorzOL) o.o0 O nla BCDL 10.0 Code UBC/ANS|95 | L 1st LC LL Min t/den = 240 Weight 31 tb
..1
i'r
LUI||BER
TOP CHORO 2 X 6 SPF-S 1650F I,5E
BOTCHORD 2X 6 SPF-S 1650F 1 5E WEBS 2X4SPF-S21OOF1.8E WEOGE Lef,: 2X4WWStud
REACTIONS (lb/size) B=976/0-5-8, D=571/0-+.8
Max HozB=1gs(load case 5)
Max UpliltB=- 168(load case 5), D=-158(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-8=62, B-C=-0, C-D=-s14
BOT CHORD 8-D=0
NOTES
ryR f.''"$:
Dos qn valid for use on y r^/irh ltliTek corneclors Th s desgn rs bascd onl\, lpori cnrallelers slrown 3nd s k r an 'nd vrilLr,i
ourldrng comp.nent to be nslalled and oadeC lerl callv Applicab I y .n les ql p:r'ar'ret€ri rnd .,ofer f.., poral:f cl
c.rnponenl s respons b ly ol b! ld ng cosLqner ' .ro1 lfuss des gner Brac rg snown is lor areral supporl ol njr,rd|]rl r.b
rembers on y Add tioral lemporary bracing lo rrsure srab ty dlr nq corslrucxon rs lhe respons b ry ol lll] cre.lor A.ia lrlrfa
pcrmanent brac,ng of lhe overall structure is lhe resporsibility ol tho bu d nq dosrgfer For qenera g! c.nct) regaril.q
i.bflca1 c. qua ty co'rtrol. storage. delvcr,,, ereclron and bra.rng corsull OST-88 Ouality Standard. DSB-89 Bracrng
Specilication. and HIB-91 Hanaling lnstalling and Bracing Recommendation nvarlab c l'om Truss Plate Institute. 583 O fliT
Onolrio Drive. Madison. Wl 53719
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CORNER SET W
OV Ply 5842
R1458253 t
I o-,, .l- ,o ,nntu* ,nouri*s, Inc wed May 0s rz:ir:os rsss eaeer
8-5-13
4-0-6
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rj
4x6 -
8-5-13
&t13
Trusfab Inc., NEW CASTLE. CO. 81647
-2-10-0
2-10-0
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2x4
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LOADING (psr)
TCLL 8O,O
TCDL 10.0
BCLL O.O
BCDL 10.0
SPAC|NG 2-O-O
Plales Increase 1.00
Lumber lncrease 1.00
Rep Stress Incr NO
Code UBC/ANS|95
cst
TC 0.79
BC 0.51
wB 0.53
DEFL (in) (loc) Udefl
Vert(LL) -0.07 B-F >999
VerlOL) -0.13 B-F >757
Horzffl) 0.01 F nla
] 1st LC LL Min lldefl = 240
PLATES GRIP
M20 169t123
Weight 44 lb
LUMBER
TOP CHORD 2 X 6 SPF-S ,1650F 1.5E
BOT CHORD 2 X6 SPF-S 1650F 1 5E
WEBS 2 X 4 SPF-S 2100F 1.8E *Exc€ot'
C-F2X4VVWStud
REACnONS (lb/size, g=1127t0-5-A, F=12t410-3-0
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
Max Hoz B=184(load case 5)
Max UpliftB=-2zs(load case 3), F=-236(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=62, B-C=_920. C-D=21. D-e=-1t4. D.F=-721
BOT CHORD B-F=862
WEBS C-F=-942
NOTES
1) This truss has been designed tor the wind loads generated by 80 mph winds at 25 fl above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in lhe gable end roof zone on an occupancy category ll, condition I enclosed
building, with exposure C ASCE 7-95 per UBC/ANS|95 lf end verticals or cantilevers exist, they are exposed to wind. It porches
exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) All plates are M20 plates unless otheMise indicated.
3) This truss has been designed tor a 10.0 psl bottom chord live load nonconcurrenl with any other live loads per Table No. 16-8,
uBc-94.
4) Provide mechanical mnnection (by othec) of truss to bearing plate c€pable ot lvithstanding 225 lb uplift atjoint I and 236 lb uplift
al joint F.
5) This truss has been designed with ANSUTPI 1-1995 criteda.
LOAD CASE(S) Standard
1) Regular: Lumber lncrease=1.00, Plale lncrease=1.00
Uniform Loads (plD
Vert: A-B:180.0
Trapezoidal Loads (plt)
Vert B=0.0-tcF=-42.4, 8=-6.6-to-C=-'187.4. C=-187-4-to-D=-371.5. D=-371.s-tcE=-381.9
f.'*:Be
Ocs gn va d lor usa on y wrlh l\.4iTek connecrors Th s les qn is baceo or y lpof pararnei.rs -lhown ana rli r,,' af rrx !!lL,:r
bLrdrngcomronenttobeinstaledandloadadvcrtca y ApprcJbrllyo'dcstnparamet{rsar(l procer 1,rr?rrnl.n.l
,rcriponert sresponsbi lvolbLr d ng des gner - .o1 lrlss dcs gn€r Brac niJ shov,'l 1s ior ,rlc a rLF3.rrl,rr ',d!c.ral\',-1'
tr'-''rrbers.1i'Acdlo.a|lenporarvlrrac|r]l0nsrrreSla5Ivd[ilng.o'lil1l.l,l:'r|sile.cs)l)|ls]:!.|ll].l'lF1jl.']!'i.]l
pf|rianert ?,ac,ng Dl Ihe overall sl'uciL,re stheresponsbiiilyrrlhebJ,a'rglesq.er F.'qeneralqr,:j,rncc reqardrfq
labr cai on. qL,a ty conl'ol. siorage delivery. erecl on and braong cons!ll OST-88 Quality Slandard. DSB-89 Bracing
Specification, and HIB-91 Handling Installinq and Bracing Recommendalion avarl!b .J fr(,m Truss Plate Institute, 583 D
Onofrio Drive. Madison, Wl 53719
rri-':==IYIII
MiTek Ind urtrles, Inc.
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R1458254
wed M;y 05 12:11:it 1999 Page 1
6-10-7 612 6-6-12
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I
1G 1-13
Plate Oflsets (X,Y): [B:Go-q]q1l3l
9-11-15
1st LC LL Min Udefl = 240 Weioht: 130 lb
LOADING (psf)
TCLL 80.0
TCOL 10.0
BCLL O,O
BCDL 10.0
SPACING 2-O-O
Plates lncrease 1.00
Lumber lncrease 1.00
Rep Stress Incr YES Code UBC/ANS|95
CSI i OEFL finl lloc) udefi PLATES GRIP csl I oEFL (in) (roc) t/dell PLATES GR|P
TC 0.74 Vert(LL) -0.09 H-J >999 i M20 169/123
BC 0.50 Vert(TL) -0.18 H-J >999
WB 0.70 HozCrL) 0.04 H rva
LUMBER
TOP CHORD 2 X 6 SPF.S 1650F 1.5E
SOT CHORD 2 X 6 SPF.S 1650F 1.5E WEBS 2 X4 SPF-S 2100F 1.8E'ExceDt'
C-J2X4VVWStud WEDGE Len2X4VVWStud
REACTfONS (fb/sizel 8=244710-5-8, H=2099/0-5-8
Max Hoz B=382(load case 5)
Max UpliftB=-41g(load case 5), H=-497(load case 5)
FORCES 0b) - First Load Case Only
TOP CHORD A-8=62, B-C=-2761, C-O=-1944, D-E=-1944, E-F=-38. F-G=2, G-H=€O
BOT CHORD B-J=2407. l-J=131'1. Hl=1311 WEBS C-J=-977, E-J=1012, E-H=-1796, F-H=-652
NOTES
BRACING
TOPCHORD Sheathed or4-4-10 on center purlin spacing, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.WEBS 2x4 T-Braca G-H, E-H, F-H
Faslen T and I braces to narrow edge ot web with 10d common wire nails
8in o.c., with 3in minimum end distance. Brace must cover 9070 otweb
lenolh.
'1) This truss has been designed tor the wind loads generated by 80 mph winds at 25 i above ground level, using 5.0 pst top chord
dead load and 5.0 psf bottom chod dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed
building, with exposure C ASCE 7-95 per UBC/ANS|95 lf end verticals exist, ihe left is exposed and the right is not exposed. It
cantilevers exist. lhey are exposed to wind. lf porches exist, lhey are exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
2) Provide adequate drainage to prevent water ponding.
3) All plates are M20 plales unless otheMise andicated.
4) This truss has been designed for a 10.0 pst bottom chord live load nonconcunent with any otier live toads per Table No. lGB,
uBc-94.
5) Provide mechanical connection (by others) ot truss to bearing plate capable ofwithstanding 419 lb uplin at joint B and 497 lb uplifl
atjoint H.
6) This truss has been designed with ANSI/TPI 1-1995 criteria-
LOAD CASE(S) Standard
#tFjr-\
Des gn vald for Lrse on y \ry th MiTek connectors This design is b.so.l on y upon paranrclcrs shcwn. anrl :i l(,r af indiv drr,rl
bLr|lding componenl to be nslaled and caded verl cally Appl|cabi tv of .iesiqn paranrelers and prope'rrcortx)railon ol
componcnl rs respolsib hly ol b! lii ng desigrer rot lruss Cesrilne. Bracrnq showr rs r.' .teral supp.'1 .l ( a vrd',a wc)
mc11bers or y Additiona rcn'e!)ranl bracina r! insLrre stab hl,, drir 'rq constructron s lf. rcsp..sib r1/ t 11r rtc'. Ad.i tr,!,i
oermanenr bracrng ot lhsc!eral srrLrclure is I re .esrons l) !v ol tha b! ld nl desrqnc. Forqener.l q'rdrf.. rclarc.l
ja.n.anon quartyconlrol slorage. de very. e(rlron. andD'ac,rg. consJll OST'48 Oualily Standa.d. OSA'a9 B.acing
Specilication. and HIB-91 Handling Inslalling and B.acing Recommendation ava l l,le lrom Truss Plale Inslilute. 583 D
Onolrio Drive. Madison. wl 53719
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Job
5842
I russ
D1
Truss Type
Trustab lnc., NEW CASTLE. CO, 81647
. ,.i -l
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l
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E
4x6
18-l:12
8-11-r5
Pbte q'file6 (\4r lB:o:!!o,O-1-131, [F:o-sJ,o-3-s]
SPAC|NG 2-0-0 LOADING (psD
TCLL 80.0
TCDL 10.0
BCLL O,O
BCDL 10.0
csl
TC
BC
WB
oEFL (in) (loc) l/defl
Vert(LL) -0.09 K >999
VertOL) -0.13 l-K >999
HozOL) 0.04 H nla
'lst LC LL Min l/defl = 240
I
LUTBER
TOP CHORO 2 X 6 SPF.S 1650F 1,5E
BOT CHORO 2 X 6 SPF-S 1650F 1.5E
WEBS 2X4 SPF-S 2100F 1.8E'Exceot'
C-K 2 X 4 \,VW Stud. E-K 2 X 4 lryW Stud WEDGE Len:2X4WWStud
REACTIONS (lb/size) B=247610-5-8, H=207 1 l}-5-g
Max Horz B=488(load case 5)
Max U pliftB=-410(load case 5), H=-513(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=62, B-C=-2934, C-D=-2212, O-E=-2212, E-F=-589, F-G=o, G-H=-257
BOT CHORD B-K=2551, J-K=161'1, l-J=1611, H-l=546 WEBS Fl=1264, C-K=-840, E-K=875, El=j579, F-H=-1868
NOTES
BRACING
TOP CHORD Sheathed or 4-5-8 on center purlin spacing, except end verticals.
BOT CHORD Rigid ceiling direclly applied or 10-0-0 on cenler bracing.WEBS 2x4 T-Brace G-H. E-1. F-H
Fasten T and I braces to narrow edge ofweb with 10d common wire nails
8in o.c., with 3in minimum end distan@. Brace must cover 90% of web
length.
1) This truss has b€en designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 pst top chord
dead load and 5.0 psf bottom chord dead load, in the gable end r@f zone on an occupancy category ll, condition I enclosed
building, with exposure CASCE 7-95 per UBC/ANS|95 lf end verticals or canlilevers exist, they are exposed to wind. ll porches
exist, they are exposed to wind. The lumber DOL increase is 1 .33, and the plate grip increase is 1 .33
2) Provide adequate drainage to prevent tualer ponding.
3) All plates are M20 plates unless otheMise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otier live loads per Table No. 14.8,
uBc-94.
5) Provide mechanical connection (by olhers) of truss to bearing plate capable ot withstanding 410 lb uplifr at joint B and 513 lb uplifl
atjoint H.
6) This lruss has been designed with ANS l/TPl 1- 1995 criteria.
LOAD CASE(S) Standard
LneLr nrecorurvrfl
oty
.'
-2-G0
2-G0
t.:
6x8 -
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code UBC/ANS|95
91-13
9-t-t3
u. /5
0.67
1?-14
,M2
4x6
D .....
til
KJ
1&0-0
5-10-12
, 21-0-0
+0,.0
6x8
4x6 4x6.
2't-G0
2-10-4
PLATES GRIP
M20 1691123
Weighlr '1 34 lb
#t$tm
D€irlr ,ra a lor use onL/ ,rrlh MiTek ccnnect:'s -t s des !1 rs basel ( ,r J, .rpor p.rinelers srov, r nn.i rs I ,r.rn .:j . (r I
bL O ng componeil 1c be Insla led ar3 loared verlrcaly. App cab hly .)1 d.srgn para,rr"le's anrr prlp.r n.rrt ialrorr 't
cornponent rs responsibilily ol buildinq des gner nol trLrss desrqne'. Brac fg sholvo s lor lalera s!pporl ol Indrv dua wctl
mcnbers only Add( cnal lemporary brac ng to ns!,e slabrlrty cunng c(l1slruclon .j lh'r respd s l)flry o|h. r.rDctof A,l.irl.rnal
pc.mane.l bracrng ol lhe ovara I slrL.lLrre s :fe rcspcrsrb |l/ oi lre rurdrno des lner FDrlenc'a 9rdnfc'r'eo.'.lrn.i
lalrr.at on. qualrty conlrc. slorage delvery. erect L)n. arl t]'ac ng cc.sL I OST'84 Qualily Standard, DSB-89 Eracang
Specilication. and HIB-91 Handling Installing and Bracing Becommendation irr:r able lr.rn Truss Plale Institule.583 D'
Onolrio Orive. lltadison, Wl 53719
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5842 D2 HALF HtP cOMMo
Trusfab Inc.. NEW CeStLe, CO, atOlZ
-2-0-0
2-0-0
Job Truss
LOADING (psf)
TCLL 80.0
TCDL 10.0
BCLL O.O
BCDL 10.0
8:1-13
8-1-13
otv Ply
8-1-13
8-1-13
6.00i12
3x6
c
€
4x6
D..
s-
J
2x4
\
9^r -l-
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6x8
16-0-0
7-'t 0-3
H
3x6
I
4xo
PLa]e Oftsets (X,r: [8:0,0-0,0-1 -1 3], IF C54,G3-ql
SPAC|NG 2-O-O
Plates Increase 1.00
Lumbea lncrease 1.00
Rep Stress Incr YES
Code UBCiANSI95
I
I
I
I
csl
BC
WB
0.97
0.41
0.54
DEFL (in) (loc) l/defl
Verl(LL) -0.08 J >999
Vertfrl) -0.11 H-J >999
Hoz[fL) 0.04 G n/a
1st LC LL Min lldel = 240
PLATES GRIP
M20 169t123
Weight 125 lb
Sheathed or 3-0-0 on center purlin spacing. excepl end verticals.
Rigid ceiling directly applied or 10-0-0 on center bracing.
2x4 T-Brace F-G, C.H, E-G
Fasten T and I braces to narrow edge ofweb with 10d common wire naits
8in o.c., with 3in minimum end distance. grace must cover 90% ot lr€b
length.
LUIIIBER
TOP CHORD 2 X 6 SPF-S 1650F,I.5E
BOT CHORD 2 X 6 SPF.9 1650F 1.5E WEBS 2 X 4 SPF-S 2100F 1.8E'Exceot*
C-J2X4WWStud WEDGE Len: 2X4WWStud
REACTIONS (lb/size) G=2071/0-5-8, B=247610-5-8
Max Hotz B=440(load case 5)
Max Upliftc=493(load case 5), B=-43o(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=62, B-C=-2633, C-D=-1014. D-E=-1014. E-F=o. F-G=-437
BOT CHORD B-J=2307, l-J=2307, H-l=2307, G-H=92s WEBS C-J=160, C-H=-1598, E-H=899, E-c=-1836
NOTES
BRACING
TOP CHORD
BOT CHORD
WEBS
1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed
building, with exposure C ASCE 7-95 p€r UBC/ANS|95 It end verticals or cantilevers exist, lhey are exposed to wind. lf porcies
exist, theyare exposed towind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Provide adequate drainage to prevent water ponding.
3) All plates are M20 plales unless otheMise indicated.
4) This truss has been designed for a 10.0 psf boltom chord live load nonconcurrent with any other live loads p€r Table No. 16-8,
uBc-94.
5) Provide mechanical connection (by others) ot truss to bearing plate capable ofwithsianding 493 lb uplin d joint G and 430 lb uplin
atjoint B.
6) This truss has been designed with ANSI/TPI 1-1995 crileria.
LOAD CASE(S) Standard
R1458256
l.o-.r. r"n ro rsstet rnoustries, Inc. wed May 05't2:11:is 1s99 page 1
16-0-0
7-10-3
21-0:q
5-0-0
4xo
21-0-0
2x4 :
ry'ft f.$:
DL-s gn valid ror t]se only vr th MiTek coffactors Thrs desrqn rs based onlv upcf parameters sh.i!vn. and :i l('r ar ndrv (l,,rl
lil| ding comporenl lo De rslaledand oaded verlcaily Applicarr ty ol0esrqr tar;'melers anri p.ofe'rr.orp(nalon (t
componenl rs responsib lly ol bLrldrrE dcsigner rol rruss aesrgner Bra.rnq srr)wr rs f.' .l.ral sLrpp.l ol r_'l lrdLa w.5
Terberso.y Addrliona lcmooran, bra.lng l: insurc stab lli dur.qconslr|rcl{tr s:f.relf r'r!f f, ol r'! '...r.'q.i: l,rr
aerrnanenl brac ng ot lne overall sirrclure rs the responsrbillv ol th€ br- ld nq .jt]srore' For !t.n..a q!rdaf..' !-"9a(r 1,,
lilbncaiion qualily control storage, de vcry. erectior. anci bracrn(1. consulr OST-48 Qualily Standard. OSB'89 Bracing
Specilication, and HIB-9'l Handling Inslalling and Bracing Recommenclalion avnilable lorr Truss Plate Instilute.583 D'
Onofrio Drive. Madison. Wl53719
Ittt :==rvtll
MiTek Induslrleg, Inc.
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Truss Type
"ora
r,raottf
Trusfab inc., NEW CASTLE, CO. 81647
| -2-G.0
2-O-O
lBi0:0-0,0- 1 - 131, [H:0-s-12,04-8]
SPACTNG 2-0-0
Plales lncrease 1.00
Lumber lncrease 1.00
Rep Stress Incr YES Code UBC/ANS|95
7-1-13
7-'l-13
7-1-13
0.85
0.41
0.85
1
I
i
otv
14-0-0
6-10-3
6.00[12
7x10
14-1-12 |
6-11-15
DEFL (in) (oc) l/defl
Vert(LL) -0.09 | >999
VertOL) -0.12 | >999
HorzOL) 0.03 G n/a
1st LC LL Min l/defl = 240
Job
isaaz
TruSs
D3
E
rl,
I
D--
3xo
irl tr
t]
::l
3x4
4
li
I
I
I
Jlate Offsetslx.Y):
LOADING (psf)
TCLL 80.0
TCOL 't0.0
BCLL O,O
BCDL 10.0
csl
TC
BC
WB
I
I
PLATES GRIP
M20 169t't23
Weight: 119 lb
LUMBER
TOP CHORD 2 X 6 SPF.S 1650F 1.5E
BOT CHORD 2 X 6 SPF.S 1650F 1.sF WEBS 2 X4 VVW Stud'Exc€Dt'
F-G 2 X 4 SPF-S 2100F 1.8E. F-H 2 X 4 SPF-S 2100F 1.8E WEDGE Left2X4WWStud
REACTfONS (lb/size) 8=247610-5-8. c= 207I t0-s-e
Max Hoz B=392(load c€se 5)
Max UplinB={4g(load case 5), G=-47s(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-8=62, &C=-2812, C-0=-1447, O-E=-l447, E-F=-1295, F-c=2002
BOT CHORD B-l=2456. H-l=2456. G-H=o WEBS E-H=-586, C-H=j339, Cl=138, F-H=1898
NOTES
BRACING
TOP CHORD Sheathed or 4-2-'l0 on cenler purlin spacing, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracang.WEBS 2'/.f-gtace F-G, C-H
Fasten T and I braces to na.ro,r/ edge oI web with 10d common wire nails
8in o.c., with 3in minimum end distance. Brace must cover 90% of web
lenolh.
1) This fuss has been designed for lhe wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chojd
dead load and 5.0 psf botlom chord dead load, in the gable end roof zone on an occupancy category tl, condition I enclosed
building, with exposure C ASCE 7-95 per UBC/ANSl95 lf end verticals or cantilevers exist, tiey are exposed to wind. lf porches
exist, they are exposed lo wind. The lumber DOL increase is 'l .33, and the plate grip increase is 1.33
2) Provide adequate drainage lo prevent water ponding.
3) All plates are M20 plates unless otheMise indicated.
4) This truss has been designed for a 10.0 pst bottom chord live load nonconcunent with any other live loads per Table No. 16-8,
uBc-94.
5) Provide mechanical connection (by others) of tuss to bearing plate capable of ri,ithstanding 449 lb uplift atjoint B and 475 lb uplilt
atjoint G.
6) This buss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Slandard
Ply 58/.2
R1458257
4.0-32 s Jan 20 ,t nn#"* ,ndurtr,"s, Inc. WedMay05 12:11:20 1999 Pagel
7x8
17:Q:o 21-0-0
&1G4
ryttt-\
Desrqnva a loruseo.ly,rrlh MiTek connectc.s Thsdesgrrsl:rsaloiyLrpo.paramel.rssrov,r an.i rslir.irr n:j " dr I
bL d nq compone'rl 10 be Insta leo and loaded verlrcaly. App cab hlt ri desrrJn pararelers anc lrrper rf.lrf.'alL)n .'
ccmponenl rs .esponsibrhly ot burldrng des gner . not lruss desrqner B.ac ng sholvo s fof lalera sLrporl l)1 rf.lrv dua 'vcll
members only Add,lonal lemporary brac ng to nsLrre slabilily during ccnstftrclon s lire rcsponsrbr(y of lf|l ffector Aildrl lr.irl
permanenr bracing ol the overa I slturclure s the responsibilily of l.e buildinq dcs Ener F.fqenefa qudanco regar.jrnc
labrcalon quallvconlrol. storage dclvery. efecl.n and bracrng ccrsL I OST-88 Oualily Standafd, DSB-89 Aracinq
Specification, and H18-91 Handling Installing and Bracing Recommendation a,;a aslo lr. r Truss Plale Institule. 583 O
Onolrio Drive, Madison, Wl53719
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STUB COMMON
atv
7
May 05 12:11
-2-|J-O , 64-7 12-g , 18-d.1 21-G0
-.'-6-0-'13
6.00 [12
6-G13 2-!15
L lq (!
$().0 , 1S.1G8 21+O r--t-
$G0 a.tG8 $1-8
Plates Indease 1.00
Lumber lncrease '1.00
Rep Stress IncI YES Code UBC/ANS|95
LoADING (p60 TCLL 80.0 TCDL r0.0 BCLL O.O BCDL 10.0
csl
TC
BC
WB
0.78
0.52
DEFL (in) (oc) l/defl
Verl(LL) -0.09 K >999
VerlOL) -0.11 K >999
HorzCTL) 0.04 H n/a
1st LC LL Min l/defr = 240
PLATES GRIP M20 169t123
Weight 112 lb
LUMAER
TOP CHORD 2 X 6 SPF-S 1650F 1.5E
80T CHORD 2 X 6 SPF-S 1650F 1.5E WEBS 2x4wwstud.Excepf
G-H2X4SPF-S2100F1.6E WEDGE Len: 2 X 4IJW Stud
REAGTIONS (Usize) 8=247€il0-5-8, H=2071/0-5-8
Max Hoz B=222(load case 5)
tt ax UplinA=46 1 0oed case 5), H=-32 1 (load case 5)
FORCES 0b) - Fi]sl Load Case Only
TOP CHORD A-g=82,8.C12912, c,D=-2229, O-E=-2229, E-F=-1613, F-G=0, c-H=-198
BOT CHORD &K=2534, J-K=l561, l-J=l561, H-l=l164 WEBS C-KE-858, E-K=931, E+-255, Fl=443, F-H=2'163
NOTES
BRACING
TOP CHORD Sheathed or 4-5.1 on center purlin spacing, except end verticals.
BOT CHORD Rigid ceiling direclly applied or 10{-0 on c€nter bracing.WEBS 2x4T-Brace F-H
Fasten T and I bEces to nanow edge ofweb with l0d comrnon wire nails
8in o.c., with 3in minimum end distance. Btace musl covef 90% of web
lengti.
1) This truss has been checked br unbalanced loading corditions.
2) This truss has been d,esigned for the wind loads generated by 80 mph winds at 25 n abole ground larel, using 5.0 p,st top chod
dead load and 5.0 pst bottom chord dead load, in lhe gable end roof zon€ on an occupancy category ll, condition I enclos€d
building, with exposur€ C ASCE 7-SS p€r UBC/ANS|95 lf end vertcals or cantilevers exist, they are exposed to wind. lf porches
exist, tiey are exposed b wind. The lumber DOL incrase b 1.33, and the plate grip increase is l.33
3) All dates are M20 plates unless otherwise indicaled.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads per Tabla No. '16.8,
uBc-94.
5) Provide mechanical conneclion (by others) of truss to bearing plata capable of withslanding 461 lb uplii atjoint B and 321 lb uplifr
aljoint H.
6) This truss has been designed wilh ANSUTPI 1"1995 criteria.
LOAD CASE{S) Standard
f,s#h
| : . r, )l:,i;t,.,tt r',t',rtttLtt, ,, il)\!t!1.>('\ i'i,' | \1) lli l//i.\./ 'ir)J Jlllt). 1
Design valid tor use only with MiTek connectors. This design is based on y Lrpon pararneters shown, and is for an individual
building component to be installed and loaded vertically. Applicability of design parameters and proper incorporaton ot
componenl is responsibility ot bui ding deslgner - nol lruss d€signer. grac ng shown is lor lateral supporl of individLial web
members only. Additional temporary bracing to insure stabilily du.ing conslruction is the respons biity ol the erector Additional
permanent bracing of lhe overall slructure s the responsibility oi the bu ld ng designer. For general gu dance regarding
fabricalion, quality conlrol, storage, delivery, erection, and bracing, consull QST-08 Quality Standard, DSB€g Bracing
Specilicatlon, and HIB-91 Handling In3lalllng and Bracing Recommendalion available kom Tiuss Plate Institute,583 D'
Onofrio Orive. Madison. wl 5:|719
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Trusfab Inc., NEW CASTLE. CO, 81647
Truss Type
HALFHTPcoMMf
&'t-13
6-1-13
otv
1
Job
5a42
Truss Ply
R1458259
12-0-0
5-10-3
4x6
E
6.00,12 .\$,
: .\.
.t. .l
li
u,4
ll
6x8
12-1-12
'12-1-12
\
'
IH
,lx8 4xo
\\\l
rl
,lxo
21-O-O
I
8-10-4
PEte qfbets (x,Y):lB:0-0-0,0-1-131
LOADING (ps0
TCLL 80.0
TCDL 10.0
BCLL O.O
BCDL 10.0
Lumber lncrease 'l.00 BC
Rep Stress Incr YES WB Code UBC/ANS|95
DEFL (in) (loc) l/defl
Vert(LL) -0.15 B-l >999
VertOL) -0.31 Bl >795
Hotz(TL) 0.04 G rVa
1st LC LL Min Udefl = 240
PLATES GRIP
M20 1691123
Weight: 115 lb
SPACING 2-O-O CSI
Plates Increase 1.00 TC
Lumber lncrease 'l 00 BC
0.71
0.57
0.98
LUIIBER
TOP CHORD 2 X 6 SPF.S 1650F 1.5F
BOT CHORD 2 X 6 SPF-S 1650F 1.5E WEBS 2 X4 VVWStud'Except'
F-G2X4SPF-S2100F 1.8E
WEDGE Left: 2X4VVWStud
REACTIONS (fb/size\ 8=2476|0-5-8, G=2071l0-S.8
Max Hoz B=344(load c€se 5)
Max UplifrB=-464(load c€se 5), c=-4sg(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-8=62, B-C=-2892, C-D=-1836. D-E=-1638, E-F=0, F-c=-392
BOT CHORD Bl=2512, H-l=1090, G-H=1090 WEBS Dl=-135, C-l=-985, E-l=969, E-c=-l929
NOTES
BRACING
TOP CHORD Shealhed or 4-6-1 on center purlin spacing, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.WEBS 2x4l-gtac€ E-G 2x4f-gtae F-G. C-l
Fasten T and I braces to narrou/ edge ofweb with 10d common wire nails
8in o.c., [,ith 3in minimum end distance. Brace must cover 90% ofweb
length.
1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord
dead load and 5.0 pst bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed
building, with exposure CASCE 7-95 per UBC/ANS|95 lf end verticals or cantilevers exist, they are exposed towind. lf porches
exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1 .33
2) Provide adequate drainage to prevent water ponding.
3) All plates are M20 plates unless olherwise indicaled.
4) This truss has been designed for a 10.0 psf bottom chord live load non@ncurrent witi any other live loads per Table No. 16-8,
uBc-94.
5) Provide mechanjcal connection (by others) of truss to bearing plate capable of$,ithstanding 464 lb uplift atjoint B and 459 lb uplifr
at ioint G.
6) This truss has been designed with ANSI/TPI l-1995 critena.
LOAD CASE(S) Standard
io-az"L"nzo rgs#"kIndustries, Inc. WedMay05 12;'11:26 1999 pagel
4-6-0
21-0-0
4-6-0
2x1
F
rym f,,$
Desigr va d lof use o1l,r' w lh MiTek c.^nnilcrs Tr s des gn rs base.l on y rpor paranrclr-rs srrov,.l nnc s I )r rn [li! ar] r
bL ld nl component tc be nrslalled afd loedr-d ,/enrca y App cabrlly Dl des !n rararc:crs an.i pr:p.r rxi.rt .'i,r,ni .)
c.moonen: srespoosbrliv.l blr drnq dos :tnor . nol tlL ss dcsigner I'ac 1! shov?.r siorlal.ra rr.Nporl r'rxir! lrirl r.l'
menbers.nl,! Aldrtronal tenporary brac nq to nsLresl.brl:)rdlrrngca.sttu.l.1 s lhe'.sp.rst)r] v .,f Ih. ,,r.!:1,,r l l,jr: 'r,r
pe/manerl crac ng oi th€ o!eral sl.ucr!.e s lhe respcnsrbrily r'lhe bJ a ng les a.'er F.r_ :lrf.r,rl c,r a,rf.r rr.t. irno
iabncalon. qLa ty conlrol. s:arag€ dch,/c"r. erector and bracrn! cons!lt OST-88 O!ality Slandard. DSB-89 aracrng
Specitication. and HIB-91 Handling lnstalling and Sfacing Recommendalion rJ:r e. . Ir.n Truss Plate Instilute.583 O
Onofrio Drive. Madison. W153719
MiTek Ind usttles, Inc.
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LOADING(pS0 SPACING 2-0-0 TCLL 80.0 Plates lncrease 1.00 TCDL 10.0 Lumber lncrease 1.00
BCLL 0.0 Reo Stress IncI YES
CSI DEFL (in) (loc) lidefl PLATES GRIP
TC 0.99 Vert(LL) -0.08 J >999 M2o 169/123
BC 0.61 VertOL) -0.16 B-J >999
WB 0.99 HozFL) 0.04 G ./a
1st LC LL Min Udefl = 240 Weioht: 'l'l7lb BCDL 10.0 Code UBC/ANS|95
LUMBER
TOP CHORD 2 X 6 SPF.S 1650F 1.5E
BOTCHORD 2 X 6 SPF-S 1650F 15E
WEBS 2X4\ rW Stud'Excepl'
F.G 2 X 4 SPF.S 21OOF I.8E, F.H 2 X 4 SPF.S 21OOF 1.8E
WEOGE Left: 2X4WWStud
REACTIONS (lt/size) B=2a7610-5-8, G=207110-5-8
Max Horz B=296(toad case 5)
Max UpliftB=-478(load case 5), G=-445(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-8=62, B-C=-3055, C -D:2226, D-E=-l534. E-F=-1534, F-c=-2017
BOT CHORD B-J=2637, tJ=2o02, H-l=2002, G-H=0 WEBS D-J=497, C-J=-733, E-H=-973, D-H=-653, F-H=2170
NOTES
BRACING
TOP CHORO Sheathed or 4-7-5 on cenler purlin spacing, except end verlic€ts.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
'l) This fuss has been designed for lhe wind loads geneEted by 80 mph winds at 25 fr above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ocaupancy category ll, coMition I enclosed
building, witi exposure C ASCE 7-95 per UBC/ANS|95 lf end verticals or cantilevers exist, they are exposed to wind. lf porches
exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1 .33
2) Provide adequate drainage to prevent water ponding.
3) All plates are M20 plates unless olherwise indicated.
4) This truss has been designed tor a 10.0 psl bottom chord live load nonconcurrent with any other live loads per Table No. '16-8,
uBc-94.
5) Provide mechanical connection (by others) ot truss to bearing plate capable ofwithstanding 478 lb uplift atjoinl B and 445 lb uplift
at joint G.
6) This truss has been designed with ANSI/TPl 1-1995 criteria.
LOAD CASE(S) Standard
f'.s?$'m
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.omponenr rs rasponsibilily ci bu ldrnq desroner n.t tr,rss desrgner B.acrnq sl^cwn i lor lat.rr s.rft.fr ,t fc v(lrf w.tl
members onlv. Addilonal temp.rary |]racrnq k) |rsu() slabrhly aurng constructlon s tlre respo.s,tr ny .' rrrr, {'tu\ k ' A(kl,l.rr:l
permanent bracing ol the overa sklcluro is tho respons b rl,! o1 lhe buildinq des gn€r For gerera :tL,rlnno. ,.Q.rdrnq
I!brcation. auality contro. slorage dehvery erec! o . rnd brac nq ccnsLrt QST-88 Ouality Standard, DSB_89 aracinq
Specification, and HIB-91 Hanclling Installing and Bracing Becommendation ava ablo fr.n Truss Plale Instatule.583 D
Onohio Drive, Maclison, W|53719
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LOADING (psD TCLL 80.0 TCDL 10.0 BCLL O.O ECOL 10.0
LUMBER
TOP CHORD 2 X 6 SPF-S 2100F 1.8E'Exceot'
c-E2X6SPF-S1650F1.5E
BOT CHORD 2X6SPF-S 1650F 1.5E WEBS 2X4 WWStud'ExceDt'
E-F 2 X 4 SPF-S 2100F 1.8E, E-c 2 X4 SPF-S 2100F 1.8E WEDGE Lei:2X4WWStud
REACTIONS (b/siz€) F=20n n-rB, B=2476/Gtr
Max Horz B=248(load cass 5)
Max UpmF=434(load case 5), B=-489(load case 5)
FORCES (b) - First Load Case Only
TOP CHORD A-8=62, B-C=-2652, C-D=-2092, D-E=-2092, E-F=-2o07
8OT CHORD B-l=2320, Hn=2325, G-H=2325, F-G=o WEBS C-l=1,t4, C-G=-280, D€=-1153, E-G=2537
NOIES
PLATES GRIP
M20 165t123
Weight 109 lb
BRACING
TOP CHORD Sheatied or 3-5-1 on center purlin spacing, except end vertjcals.
BOT CHORD Rigid ceiling direclly applied or s0-0 on cenler bracing.
1) This tuss has been designed icr tha wind loads geneEted by 80 mph winds at 25 fr above ground level, using 5.0 pst top chord
dead load and 5.0 psf bottom ctErd d€ad load, in the gable end root zone on an occupancy category ll, condition I enclosed
building, with exposure C ASCE 7-95 per UBC,/ANS|95 It end verticals or canlilevers €xist, they are e@sed to wind. It porches
exist, they are aeosed to wind. The lumber DOL increas€ is 1.33, and the plate grip insease is 1.33
2) Provide adequate drainage b prsre(il waler ponding.
3) All platas arg M20 plat$ unless olherwise indicaled.
4) This truss has been designed ior a 10.0 pst botbm ciord li\€ load nonconcunent with any other live loads per Table No. 18-8,
uBc-94.
5) Provida mechanical connecljon (by others) of truss to bearing plale capable of withstanding 434 lb uplifr atjoint F and 489 lb uplifl
aljoint B.
8) This truss has been designed wilh ANSUTPI 1-1995 criteria.
LOAD GASE(S) Standard
Hie\
Design valid tor use only with MiTek connectors. This des gn s bas€d only upon paramelerc shown, and is lor an ndividual
building component to be installed and loaded vertically. App icab lily oi design parameters and proper incorporalion of
component is responsibility of building designer - not truss design€r. Bracing shown 1s lor lalera s!ppoit of indivdual web
mernbers only. Addit onal temporary brac ng to rnsure stabilfty during construction is the resF,onsibility ol the erector Addilional
permanent bracing of ths ov6ra I slruct!re s the responsibility of the building designer For general guidance regafding
labricalion, quality conlrol, storage, delivery, ereclion, and bracing. consull OST-88 Ouality Standard, DSB-89 Bracing
Specmc€tlon, and HIB-91 Handling Installing snd gracing Recommendation ava able from Truss Plate Institule, 583 D'
Onolrlo Drive. Madison, Wl 53719
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TIALF HIP iAASTE
ies, Inc. Wed May 05 t Z:t t:S51999 Pagc I
-244,&G0,1&$.0,21-G0 -'.__--'''2-G0 GGo 7-&0 7-6-0
a-1-12
Plate Orsets (XY): IB:O-1-2,G2OI JC'O+-lp-g-Sl, lc!.4-Srqdsel
---
SPAC|NG 2-O-0 CSI
Plates Increase 1.00 TC 0.68
Lumb€r Increase 1.00 BC 0.94
Rep Stress Incr NO WB 0.78 Code UBC/ANS|95
DEFL (in) (toc) udefl
Vert(LL) -0.21 G-H >999
VertOL) -0.m G-H >952
HozOL) 0.03 F nla
lst LC LL Min Udefi = 240
LOADING(psD TCLL 80.0 TCDL 10.0 BCLL O.O
BCDL 10.0
LUiIBER
TOP CHORD 2 X 6 SPF€ ,I65OF ,I.5E
BOTCHORD 2 X 6 SPF-S 2100F 1.8E WEBS 2 X 4 SPF-S 2100F '1.8E'Except'
C-H 2X 4 WW Stud, D.c 2 X4 WWStud WEDGE Lefl: 2X4WWSlud
REACTIOXS (lt'/size) B=4030/G5{, F=.1007/(}5-8
Mar Horz B=200(load c€se 5)
Max UplifiB=-718(load case 5), F=-700(load case 5)
FORCES (b) - First Load Casa Only
TOP CHORD A-8=62, B-C=6124, C-D--5738, D-E=-5738, E-F=-2952
BOT CHORD B-H=5317, G-H:5405. F-G=o WEBS C-H=2018, D-G=458, G-G=364, E-G=6308
NOTES
PLATES GRIP
M20 169/123
Weighi: 215 lb
BRACING
TOP CHORO Sheathed or 6-0-0 on center purlin spacing, except end wrticals.
BOT CHORD Rigid ceiling diredly applied or &o-0 on canter bracing.
1) 2-ply truss to be connec{ed logether wilh 0.131"x3" Nails as follofls: Top chords connected with 2 row(s)at 0-9-0 on center.
Bottom cfiords connecied wilh 2 row(s) at 04-0 on cenler. Webs connecled as follolr,s: 2 X 4 - I rov/(s) at 0-9-0 on center.
2) This lruss has been designed for the wind loads geoeraEd by 80 mph win& at 25 n abo\€ ground level, using 5.0 psf top chord
dead load and 5.0 pst bottom chord dead load, in the gable end root zone on an occupancy category ll, condition I errclosed
building, with exposure CASCE 7-95 per UBC/ANS|95lfend verticals or cantilevers a\ist, they are exposed to vrind. tt porches
edst, tiey a|e aposed to wind. The lumber DOL increase is 1.33, and the plab grip increase is 1.33
3) Except as sho^,n belor, special conneclion(s) required b support concentrated load(s). Design of conn€ction(s) is delegated to
the building &signer.
4) Provide adequate drainage lo pre\€nl water ponding.
5) All plates are M20 platas unless othenvise indicated.
6) This tuss has been designed icr a 10.0 pst bottom cfFrd live load nonconcunent with arry other live loads per Table No, 16-8,
UBG94.
4 Provide medEnic€lconneclion (by otheB) ot lruss lo bearing phb capable ot withstanding 718 lb upliftatjoint B and 700 lb uplin
atjoint F.
8) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Continued on page 2
#t#F"*-\
Design valid for use only wlh MiTek connectors This design is based only upon parameters shown, and is lor an lndiv dual
buitd ng componenl lo be installed and loaded velrically. Applcabi ity ol design parameters and proper incorporalion ot
component is responsibility ol building designer - not truss designer. Bracing shown is for lateral support of indiv dual web
memberc onty. Additional temporary bracrng to ins!re slability during construclion is lhe responsibility of the ereclor Additonal
pemanent bracing of the overa I struct!re is the responsibility of the building designer. For general gLr dance regarding
{abrication, qLrality control, storage, delivery, erecton, and bracing, cons!lt OST-IO ouality Slandard, DsB€g Bracing
Specltlcation, and HIB-91 Handling Installlng and Bracing Re@rnmendrlion availab e lrom Truss Plate Institute, 583 D'
Onofrio Drive. Madison. w|53719
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HALF HIP i'ASTEO
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R1458262 I
Iilc., NEW CASTLE, CO,4.0-32 s Jan 20 1999 Industries, Inc.12:11:35 1999
uolE clse(sl st"na"ro
1) Regulan Lumber lncrease=1.00, Plale Increase='|.00
Unibrm Loads (plD
Vert B-H=-20.0, G-H=-2A7 i, F-G=-28;1.1, A-8-180.0, B-C=-180.0, C-D=-90.0, D-E-90.0
Concentrated Loads (lb)
Vert H:900
Deson valid {or use only wilh MiTek connectors. This deslgn is based only upon parameiers shown, and is for an ndividual
building component to be installed and loaded vertica ly. Applicabilily of design parameters and proper incoeoralon of
component is responsibility of building designer - nol lniss designer. Bracing shown is lor laleral suppon ol individLJal web
members only. Additional temporary blacing to insure stability dudng construclron is lhe responsibility of the ereclor. Addit onal
permanent bracing ol the overall slructL-fe s the responsibilily of the building designer. For general gu dance regading
lab,ricalion, quallg conlrol, slolage, delivery, erection, and b,racing, consult 05T-86 Quality Standatd, DSB-89 Btac|ng
Specificatioo, and HlB.91 Handling Installing dnd Bracing Recommendalion ava lable from Truss Plate Instituts, 583 D'
Onofrio D.iv6. Madi8on. Wl53719
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E REG. GABLE
NEWaASTLE, CO, 81647
o iioar. r." , tnntr tncustries, tnc. wedMay05 12r11r40'1eee pase 1
Plv otv
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R1458263
5A42
frustaO l"tc.,
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40-11-8
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4G 11-8
4G.11-8
LoAolNG (psO
TCLL 80.0
TCDL 10.0
BCLL O,O
BCDL 10.0
SPAC|NG 2-0-0
Plates Increase 1.00
Lumber lncrease 1.00
Rep Stress Incr YES
LUUBER
TOP CHORD 2 X 6 SPF-S 1650F 1.5E
BOT CHORD 2 X 6 SPF.S ,I65OF '1.5E
OTHERS 2 X4 WWStud'Except'
K-AF 2 X 4 SPF-S 2100F,t.8E, J-AG 2 X 4 SPF-S 2100F 1.8E
t-AH 2 X 4 SPF-S 2100F 1.8E, H-At 2 X 4 SPF-S 2100F 1.8E
L-AE 2 X4 SPF-S 2100F 1.8E. M-AO 2 X 4 SPF-S 2100F 1.8E
DEFL (in) 0oc) l/defl
Vert(LL) nla - nla
VertOL) nla - nla
Horz(TL) 0.00 nta
1st LC LL Min l/defl = 240 Weight: 266 lb
BRACING
TOP CHORD Sheahed or A0-0 on center purlin spacing.
BOTCHORD Rigid ceiling directly applied or 6-0-0 on center bracing.WEBS 2x4 T-Brace K-AF, J-AG, l-AH. L-AE, M-AD
Fasten T and I braces to nar.ow edge ofweb with 10d common wire nails
8in o.c., with 3in minimum end disiance. Brace musl cover 900/6 ofweb
length.
csr
TC 0.07
BC 0.04
wB 0.38
(Makix)
PLATES GRIP
M20 169/123
Code UBC/ANS|95
N-AC 2 X 4 SPF-S 2100F 1.8E
WEDGE Len: 2 X4 WW Stud, Right 2 X4 WW Stud
REACTIONS (lb/size) A=246/40-1 1-8, AJ=10/40-1i-8, AF=339/40-11-8, AG=391/40-11-9, AH=393/40-11-8, At=437/40-11-8,
AK=371/40-11-8, AL=385/40-1 1-8, AM=401/40-1'l -8, AN=406/40-1 1-8, AO=373/40-1 1-8, AP=485/40-11-8,
AE=391/40-11-8. AD=393/40-1 1-8, AC=437140-11-8. M=371140-'11-8, Z=385r'40-1 1-8. Y=401/40-11-8
Max Hotz A=260(load case 5), AK=-'l 1(load case 7). AA=11(load case 8)
Max UpliflAc=-36(load case 5), AH=-60(load case 5), Al=-70(load case 5), AK=-54(load case 5). AL=-52(load case 5).
AM=-s7(load case 5), AN=-s7(load case 5), AO=-54(load case 5), AP:1 1s(load case 5), AE=-36(load case
6), AD=60(load case 6), Ac=-7o(load case 6), AA=-54(load case 6), Z=-52(load case 6), Y=-s7(load case 6)
Max GravAJ=2o(load case 2), AF=33g(load case 1), AG=400(load case 7), AH=396(load case 7), Al=437(load case 1),
AK=37't(load case 7), AL=385(load case 1), AM=401(load case 7). AN=406(load case 1), Ao=374(load case
7), AP:490(load case 7), AE=400(load case 8), AD=396(load case 8), AC=437(load case 1), AA=371(load
case 8), Z=385(load case 1), Y=401(load case 8)
FORCES (lb) - First Load Case Only
TOPCHORD A-B=-214, B-C=.180, C-O=175, D-E=-176, E-F=-177, F-G=-169, c-H=-16s, H-l=-169, t-J=-16s, J.K=-'161, K-L=161,
L-M=-165, M_N=-169. N_O=_l65, O-p=_169, p_Q=_177, O-R=-176. R_S=_175. S_T=180. f_U=-214
BOT CHORD A.AP=o, AO.AP=o, AN.AO=0, AM.AN=0, AL-AM=o, AK.AL=0, AJ-AK=0, AI.AJ=0, AH-AI=0, AG-AH=0, AF-AG=0,
AE_AF=o, AD-AE=o, AC_AD=o, AB-AC=o, AA-AB=o, Z_AA=0. y_Z=o. X-y=o, W-X=o. V_W=o. U-V=o WEBS K-AF=-298, J-AG=-351, l-AH=-3s1, H-Al=406, G-AK=-334, F-AL=-344, E-AM=-362, D-AN=-362, C-AO=349,
B-AP=-396, L-AE=-351, M-AD=-351, N-AC=-406, O-AA=-334. P-Z=-344, Q-Y=-362. R-X=-362, S-W=-349, T-V=-396
NOTES
1) This truss has been checked for unbalanced loading conditions.
Contjnued on page 2
ry'h 6.,'.s .'i 2
Design valid lor use onry lvith MiTek mnnectors. Tl. s acsrgn rs brscd on y Lpon pn.arr{rl.rs sfrowr. ;r nl ,r(]r .,r rnc vLd(.
burlding coinpon{]nl lo be nslalled and oaded verllca ly Apph.nbrllty of des g1 fi;rranr.t.ri and orop.r n,if(lrrnr.1 .l
compsnent rs respons b rty ol bu d n.l desrqnor nol t'uss des :ner Srac!.! slown rs lrr 3:€'al rLrtrrrrl .r 'rd , d!r v,elr
"rerj.sers o.ry Adc lrora le.npora.v brrong lo nsure -crab t'r dLr rg :or;1'uc: cn rs lr. r.srrns a l) (t lh(, rr:.1:rr qcl rofr
pernafenl brac nq cl lhe overall slruclure s the resporslbr||ly ol ll'e b! c ng aesrar.r For -ce.era qL crrc'r reqarj 1!
Iabrical c. qua ty conlrol. storag€. dolivcrr'. efeclion and br.}n!. .onsull OST-88 Quality Standard. DSB a9 B.acing
Specilication, and HIB-91 Handling lnslalling and Bracing Recommendalion itva lab c lrom Truss Plate Institute, 583 D'
Onofrio Drive, Madison. Wl 53719
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Wed May 05 12:'11:40 1999 Page 2
REG. GABLE
Trusliab ilc. ,
NOTES
2) This truss has been designed tor the wind loads generated by 80 mph winds at 25 n above gmund level, using 5.0 pst top chord dead load and 5.0 pst botto.n chord dead load, in
the gable end roof zone on an occupancy c€legory ll, conditon I enclosed building, wih exposure C ASCE 7-95 per UBC/ANS|95 lf end veiicals orcantilevers exist, they are
exposed lo wind. lf porches exist, they are expos€d to wind. The lumb€r DOL insease is 1.33, and the plate grip incr€ase is 1.33
3) For sluds exposed to wind, se€ MiTek "Slandard Gable End Oetail"
4) All plates are M20 plates unless oherwise indicated.
5) All plates are 2x4 M20 unless olherwise indicabd.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-G0 on center.
8) This fuss has been designed for a 10.0 pst bottom chord live load nonconcureot with any other live loads per Table No. 16-8, UBC-94.
9)ProvidemedEnica|connection(byothers)oftrsstobea1ingp|atecapab|eof!,vithstanding36|bup|inatjointAG,60|bup|atj
AK, 52 lb uplifl at Fint AL, 57 lb uplif at joint AM, 57 lb uplin at joint AN, 54 lb uplif at joint AO, 115 lb uplin at joint AP, 36 lb uplif al joint AE, 60 lb uplif at joint AO, 70 lb uplif at
joint AC, 54 lb uplin at joint AA, 52 lb uplift at irint Z, 57 lb uplin at joint Y, 57 lb uplifr at joint X, 54 lb uplin at joint W and 115 lb uplin at jdnt V.
10) This truss has been designed with ANSUTPI 'l-1995 criteria.
LOAD CASE(S) Standaftl
Design valid lor use only with Mifek conneators. This design is based only upon parameters shown, and Ls for an indrvidua
building component to be installed and loaded vertically Applicability ol des gn parameters and proper rnco.poralion ol
component is respons bility ol buildrng deslgner - nol lruss designer Braclng shown is lor late€l suppon of ndividual vreb
members only Additional temporary bracing lo nsure stabilrty d!ring conslruction is lhe fespons bilty ol the ereclor Additional
p€rmanenl brac ng of the ov€rall slructure rs the responsibility of the bu ld ng designer. Fo. general gurdance tegardrng
,abrication, qla|ly conlrol, slorage, delivery. erection. and bracing, consull OST-88 Ouality Standard, OSB49 Bracing
Spocitication, and HIB-91 Hendling In3talling rnd Brscing Recomhendstion available from Truss Plale Institute, 583 D'
Onofrio Drive. Madison. W|53719
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75 South Frontage Road
Vail, Colorado 81657
970-479-2120
FAX970-479-2157
REPTI3I TOIIil OF VAIL, COI.ORADO PAGE ]5
AREA: CD 12/23/1999 07:50 REOUESTS - IIISPECTN HORK SHEETS FOR:12/23/L999 ::::======:=:=:::===:=:::=::=::::
Activity: 898-0329 12/23/L9 Type: B-BUILD Statusr ISSUED Constr: NDtrF
Addrese: 1844 GLACIER CT
Location: 1844 GLACIER CT
Parcel: 2163- 122-04-024
Description: NEll P/S RESIDEIICE
Applicant: DIDIER C0IISTRUCT10N CO!'IPANY
Ovner: DAUPHINAIS-I'I0SELEY C0NST INC
Contractor: DIDIER C0IISTRUCTI0N COI{PANY
Finance Department
lccz OAOT Use: V N
Phone: 970 328-5499
Ph one r
Plrone: 97A 328-3499
Locke, Holde, and Notlces.,..
ACTIVITY
Notlce: SLOT t9, DETAIL FOR CONCRETE BLOCK HALL READ BEF0RE TCO
Inapection Requeet Infornation...
Requeetor: RIC0
Req Tlme: 08:00 Conmente: I{EST
Itene requeeted to be Inepected, ,
00530
Phone:390-4101
SIDE
Action Cornnents
Iten:
Iten:
Iten:
ftem:
Iten:
Iten:
Item:
0O501 Pl{-Tenp. eccese/drainage
00502 Pl-Rough grade
00503 Pld-Final drlvevay grade
Il/12/99 Inepector: LS
00010 BLDG-Footinga/SteeI
12/L5/98 Inepector: CD
L2/ 17 /98 Inepector: JRI{
04/61/99 Inapector: GRG
QOO2O BLDG-Foundat I on/Stee I
O2/AL/99 Inepector: GRG
00520 PLAN-ILC Site Plan
68/25/99 Inepector: GEORGE
approved
OPEN HOLE REPORT REC'D
TIE OFF REBAR
PADS & THICKEIIED ST,ABS
APPROVED
per verbal -geor ge
APPROVED
in t-op plate
APPROVED BOTH SlDI]S
APPR BOTII S]DES
Actlon: APPR
Action: APPR
Action: APPR
Action: APPR
Actionr APPR
Actionr APPR
Item:
Item:
I tem:
Iten:
Iten:
00030 BLDG-Framing
09/28/99 lnepector: CD Action: APPR
Hotee: correction on Yeat unlt
inetall framlng etrape at notches
00050 BLDG-Insufation
IO/O4/99 Inepector: JRlt Actionr APPR
00060 BLD6-Sheetrock Nai.]
ll/O3/99 Inspector: JRll Action: APPR
00070 BLDG-il1ec.
@g/27 /99 Inapectorr JRI'I
0O090 BLDG-Final
00530 BLDG-Tenp. C/0
Act-i-en: -.APJ! Iattre aPProved
REMTTTANCE COPY
BIPG-Tenp. C/o
Ltn
LI/12/99 Inapector:
Iterr
Itenl
Iter:
-TEltP. C/0
r!
lngt
c/o
cto
LS Actionl
DOltIllIC Action:
Iighting exterlor
LS Aotlon:
APPR rppr
DTI DEIIIED finiah not conplete
DII DEIIIED
1
MWII
75 South Frontage Road
Yail, Colorado 81657
970-4n-2120
FAX 970-479-2157
REPTt3l Tont 0F YAIL, COLoRADO
1212311999 07:50 REOUESTS - IIISPECTII HORII SHEETS FORII2/23/1999
",*,.^ittith'"u,t i \$\i \ij-\fi\ffi*{t'*:; K:l^_-l$fdrr rr\t+r(r I Bsg.'$tql$
Finance Department
PAGE 16
AREAI CD
==a===!==:=ta=E==E=3=aE=!c==-=E=E==========A==:A=a3a==t!====ca====a=======aE-=E==llotee: UEST SIDE 0F HOUSE/DRAIIIAGE ISSUE llEAn DECI(. t{OT COIIPLETE
Iten: 005{e BLDG-Ftnal C/0
) ri)\,i,j;\',sNt
HEMITTANCE COPY
o
75 South Frontage Road
VaiL Colorado 81657
STAi4zc-ztzo
|FHr 970-479-2157
REPIrSt'
Finance Department
TOUH OF VAIL, COLORADO PAGE 13
AREA: CD L2/231 1999 07:50 REOUESTS - INSPECTH rd0RK SHEETS FQR;12/23/L999
Activlty: P98-0155 12/23/19 Type: B-PLltB Stetue: ISSUED Conetr: IIDUP
Address r
Locatlon: fB44 GLACIER CT
Parcel : 2lO3- L22-O4-O24
Deacrlptlon: PLUHBING FOR l{El{ DUPLEX
Appllcantr IIOUNTAIN HIGH PLUI{BIIIG
Oyneri DAUPHINAIS-ilOSELEY C0ilST ItlC
Contractor: t{OU}lTAIll HIGH PLUI{BIXG
0cc: Uee:
Pbone: 3039494500
Phone:
Phone: 3039494500
Inapection Requeet
Requestor: RICO
Req Tlme: 08100
Itene requeeted to
00290 PLfIB-Flnal
Information. , . . .
Connents: tfEST SIDE
Phone: 390-4101
be Inepected... A n Connente Tlnre Exp
Inspection
Iten;
Item:
Hletory.....
002f 0 PLItB-Underground
03/26/99 Inepector: GRG
OO22O PLIIB-Rough/D. tl. V.
09/28/99 Inepector: CD
llotee: vest unit vater
eaet unlt vater
Iten: O0230 PLI{B-Rough/tlater
09/28/99 Inepector: CD
l{otes r east unit B0*pt
rest unit 90 *pt
Ilent OO24@ PLI{B-6ae Plplng
09/28/99 Inepector: CD
llotee: reat unlt 30lpt
east unit 30$pt
Iten: O025O PLIIB-PooI/Hot Tub
Itent @Q260 PLilB-[lec.
Iten: O029O PLIIB-F1naI
Acti.on: APPR B0TH UNITS,HATER-FILLED
Actlon: APPR both unlte
column teet
colunn test
Action: APPR both unite
Action: APPR both uni.ts
)t
__._r_ !
REMITTANCE COPY
75 South Frontage Road
Vail, Colorado 81657
970-479-2120
FAX 970-479-2157
REPTT3l
Finance Department
Toril 0F vArL, coLoRADo PAGE 14
AREA: CD 12/23/1999 07r50 REOUESTS - IIISPECTN YORK SHEETS FoRzL2/23/1999
Activlty: n98-O2L7 12/23/19 Type: B-I{ECH Status: ISSUED Conetr: NDUP
Address :
Location: 1844 GLACIER CT
Parcef z 2LO3-122-@4-624
Deecrlption: I'IECH FOR DUPLEX
Appllcant: II0UNTAIH HIGH PLUIIBIIIG
Ovner: DAUPHINAIS-}i0SELEY C0NST IilC
Contractor: IIOUNTAIN HIBH PLUI'|BI}|G
0cc: Uee:
Phone: 3039494500
Phone:
Phoner 3039494500
Inepectlon Requeet
Requestor: RICO
Req Time:08100
Iterne requested tct
Informatlon. . . . .
mnente: I|EST SIDE
Inspected... A
Phone:390-4101
n Commente Tinre Ex p
00390 I{ECH-Fln
Inepection Hletory.....
Iten l 00200 I'IECH-Rough
69/28/99 Inepector: CD
llotes: bath ventilatlon
cannot ternintate
Iten: 00240 PLilB-Gas Piping
Iten: 00310 IECH-Heating
@4/OL/99 Inepector: GRG
09/ L6/99 Inepector: ART
09/28/99 Inepectorr CD
ilotee: eaet slde 80*pt
reet elde 90*pt
Item: 00320 l{ECH-Exhauet Hoode
Itern: O0330 IIECH-SuppIy Alr
Item: 00340 IIECH-lllac.
LO/22/99 lnepector: GRG
LO/22/99 Inspector: GRG
Item: 00390 ItECH-FinaI
Actlon: APCR
must terminate to
in crarlepace
Action: APPR
Act-lon: APPR
Action: APPR
APPROVED/CORRECT]O}I READ
building exterior
ALL SLABS, 5 GAUGES 1OO*
Appr IIECH-Heatlng ( 60tpei
heat naine both si-des
Actlon: llR 2:2O DRIVEWAY SllOt{HELT
Actionr APPR 80TH SIDES II0RKING PRESS
Co
be
L
REMTTTANCE COPY
REF T 13,1 F.AGE IS'
ur6/ra6/Eraurrlr osr ral REauESIs - INgjpEcTN htoRK st-IEET$ FOR: 6,2 6/EO AREA I Ell
==:i:E=i===::=======.!=====i5=E:E==:=:i:=:!iEili::::=15=::..:=:::i::==Ec:::::::::=i:::*:j5:::ijli:ii:::iij::::5=::i:::i:iiii=.-;.b====|j Aebivi by: F,9S".O155 6/ 6/?fi -lype: fJ-F,LMB Sbatr-rs I ItiSl.JED Constr ! NDUFa
Address:
l-oc;rt i ori :
Faree I :
Descr i Ft i on !
Appl icant:
Owner:
Cont r-act or r
TOWN C,F VAIL. COLORADO
1844 CrLnt:rEf{ CT
etaJ*tE3*rn4--(ae4
F'LLlltlBIl',lG f;OR FlHt^l DIJFLEX
I4UUNTAIN IIIHH T'LUMHING
DAUIIIJINAI5*f'10St--t-liY f:UFlIiI INIC
MOUN"IAIN I'iILiH FLI..II,IBf NB
[]cc l Une !
Fhone I itr*19494$r14fi
Ilhotre:
l-,horre : 3tZJ94945rita
Inspect i on Reqr-rest
Request or: RI Ctr
Req "[ime: ff8r€t0r
It ems requestetJ tn
EAP9O FLf'lB-Fina1
Inf onnrat i o11, " .
Commerrt s: LEF I'
be Irrrpeebed..
TJIDE 7,TLT
Ftt:t i 0r'r Ct: r
F'hr.rne r "Jltl-4lfltl l0 a l)'*'-
Time Exp
Inspect i on Hi st or.y. . . . .
Item : AIAEIO F.,Ll4B-tJnderql.or.tnd
A3/e6/99 Inspector-: GRE
Iten; AlzrgEla FLltlB-Ro,-rgh,/D, t^j. V.
il9/'eA/99 Inspector! C[)
. Ngtes: west unit water
east r-rrr i t wat er.
Iten : ErAgSrZr F,LlrlB-Rougfr/Wat er"
Aq/eA/99 Inspeetor-: C[)
Notes: east r_rnit 8O#pt
west un i t 9O *lot
I tem ; tzilZrg4rzr F,LlrlB-Gas F,iping
nglAg/99 Inspector. I CI)
Notes ! wesb r-rnit StZt*ot
east rrriit StZt#pt
Iberu: BEPSA FL..MB-FocI/Hob fr.tb
.[tem I rzrutg6rA trLMB-lrli sc.
Item I tzrBg9ta FL.|4B-Final
lgleS/gcj Inspectclr*: CD
Aetion: AFF-R
Itrction: AF,F,F.I
co l rmn test
colnmrlbest
Actionr AFI-R
BOTt"t tJNITS, I,{ATER-FILLED
buth r-rnits
both r-rnit:;
Uct i on : flt-,[- R b{]tfi r-rfiit!i
Actiarr: FA west rrnit onl yr-1
Ct: mm elrt s;
REF.T I31
AA / tAA / eoarZr OB : rA I REIIUEST5
TUI"JN UF UAIL,
- INSl..Ef,TN WTIT1K
l:OLORRD{J
Eil-lEETEi [:OR I 6/ 6z'dO
F,AGE I I
trREAr trD
Activity! I49B-rZrAlT 6l 6/'Zfr Typer Lr*MEfjH $tatt-rs; IliliUtlD Cunstr": NDUP
Address r
Locat i on r
FarceI:
Descr-i pt i on !
Appl i cant :
Owlrer:
Eontr.act or:
IB44 GLACIER CT
e103-tEg-b4-ve4
MECI.I FBR DUF'LEX
I,,ISUNTRIN }{ICH PL.U]{BII{C
DAUF,HINAIS-HOSELEY CONST IN[
MOUNTAIN }.II6H PLUMBIN6
0cc: U!re:
Fhone: 3O394945tZtO
F'hone:
Fhone: 3fr;)9+S45EttI
Inspect i on Req ue st
Requesbor; RIC0
Req -fimer O6:OO
It ems reqrlest ed t o
Ara39ra MECH-Final
Information.,.
Comnent s: LEFT
be lnspected..
i',r/' Sihor,re: 39o-4 lrZrt
SIDE
Act i sn Conment s Tine Exp
Inspect i sn l'listor.y,....
I t err : lZlOgAO MEDH-Rough
A9/EA/95 Inspector: CD
Nstes r Lrath velrtilation
cannot termintate
, I t em : OtZtg4tlt F,Ll4B-Gas F,i pi ng
Item I rAtZrSlrzr I4ECH-Heat inq
tAA/thL./99 Inspector: 6RB
A9/16/tJg Inspector.: ART'
IACJ/eB/99 Inspector': CD
Notesi eaet side &tlt#pt
west sicle 90*pt
Item: tztEt3egt MECH-ExhaLrst Hoods
Iteml erUrSSA MECH*SI"Ipply Air
Iten: qtO34O lvlECH-Misc.
tA/Ee/99 Inspector': GRE
t$/7.e/99 Inspectorr GRG
Item : rae'394 HECH-Final
Act i on: AI-'CR AFf'ROVED,/CORRECT ION RE&D
rnust ter'urinate to Lrui ldi.nq extenior
in ci'awI5pac:e
Ie/e3/99 Inspeetar: CI) Artiorr; FA Notes: install vehicle bar.rier. in fr.ont of
qaraqe
ALL SI.ABS. 5 6AU6ES rO0*
ilg:pr- li ECI-I-Heat inq (6tl#ps I
l"r eat vrains bcjbh sides
?:ltD DRIVEI^,AY EiNOI^IMELT
B$TH SIDES I"IORKING FRESS
west r-rnit only
boiler" equi pnen b in t
Actionr Af'trH
Actrionr AFFR Action: AFFR
Aetion: NR
Act i on l AF'F R
REF,Tl3l TOt^rN OF VAIL., COLORADO
Q6/g!'6/'eAAtD O8:Ol REGIUESTS - INSF,ECTN IIORK SHEETS FOR: 6/ 6/PO
F.A6E
AREA: ED
t3
flctivityl
Flddre s s :
Locat i on;
Faree I :
Descript ion r
Appl icarrt l
Ownen:
Eontract or:
n9S-0399 6/ 6/eU Type: F*BUIt-D 9tatr-rs: ISSUED C.onstr': NDUtr
1444 GLACIER CT
1S44 GLRCIER CT
e 1a,J- l ee-a4*uc4
NEW PIS RESIDENCE
DIDIER CONSTRUC] ION COMF.NNY
DAUF,HINAISJMOSELEY, EONST INC
DIDIER CONSTRUCTION CONF'ANY
[lcc: 0t0O7 Llse: V N
l-'honer 97O 396*5499
Fhone:
F'hcrne z 97ft 3gB-5499
Locks, l{ol.ds, and
RCTIVI TY Notice: $LOT
Not ices. . . .
*9n SEE COMI'lEN"fs
Inspect ion Rbquest Inf or.nat i on. , . ..
Requeetor: RICO
Req -.Jj,g-e: .rilB:OrJ. Conmer{t.s,r ,LfFl"uSIEe " t/.Itens requesbed to be Inspected... ..:'Aet{on 00544 BLD6-Final C/A
Inspect i on History...... Iter:. Iteml
Item:
Iten r
talASA I F,trl-T e n p. access/dr.ainage
AOgAe Fhf-Rough grade
eraSlal Frl^|*-F i na I dr i v ewa y grad e
Lt / Le/99 Inspect or': LCi Act i on : flF,trR
etCllAlO BLDG-Foot ings/$t ee I
Iel t5/98 Inspeetor-r CD Act ion I AF,trR
le/17/99 Inspector: JRlvl Actionl flF,trR
O4/eL./99 Inspectorr ERE Aet ion: AtrPR
Iten r 0OOgrA BLD6-Foundat ion/Steel
Ae/QI /99 Inspect or : 6RCi Act i orr r AF,F,R Itenr O05Era PLRN-ILC Siite F,Ian
A8/23/99 Inepect or: GEOREE trct i on: AF,F,R
Iten; $01430 BLDG-Framing
fig/eA/99 Inspector.: CD Action! AI-,F,R Notesr cor"reet ion on west unit install fnaming straps at notehes Iten : taga5ta BLD6--Insulat i on
tQ/€i4/Sq Inspectorr JRM
Item r ta@460 BLDG-Sheetrock Nai I tL/q3/99 In*pecttrr! JRM
l-.tct i on : flF F,R
Act i on r ftF lrR
Action: fltrFiR
Iten:
Item:Iten:
Iten:
Iten:
Iten:
Amo7et BLDG-MiEc.
@A/e7/99 Inspector: JRM
AgrA9O BLD6-Final
OA53A BLDG*Tenp. C/0 te/93/99 Inspector: CD Oetion: APF,R west r-rnit only
se53e F,ul-TEFtF,. ClO tL/t?/99 Inspectcrl LS Action: AIrtrR appr
84533 PLAN-TEMF.. C/O tt/OA/99 Inspectorr DOMINIG Action: DN DENIED Notes: Landseaping, lighting exter.ior. finish not complete
AUf537 trLAN-FINAL C/A
1Ele3/99 Inspectorr EEORGE Actionr AFFrR RF,trROVED
Fhone r 39tZ-4 '4X:^*x..,
approv ed
OI]EN HOLE REF.ORT REC' D
TIE DFF REBAR
FIADIi & THICKENED SLABS
RF,F.ROVEI}
per v e r.ba 1-g e ol.g e
FF,F.ROV;D
in top plate
RF.F,ROVED BOTH 5IDEs
APF.R BOTH SIDES
lathe approved
" .il*.-
REtrT131 TOWN OF UAIL, CULURADO FABE 13
O6/{n6/eAOO OOrOt REOUESTS - INSpEtrTN HORK SHEETS FORr 6/ 6/tO AREAr CD
Iterr OO539 PH-FINAL C/O
LL/A3/99 Inspectorl LS Aetionr DN DENIED
Notesr IIEST SIDE OF HUUSE/DRAINA€E I55UE NEAR DECK, NttT COMFLETE
te/e7/99 Inepector! LS Actionr DN DN
Notesr WILL AFPROVE WHEN I RECIEVE DETAIL FUR CONCRETE BLUCK WAL
StrUKE TU TON/RItrO WILL SUBMIT llID IIEEK OF L?'-?7-99 east e
west side ok for tco
0l/e7/&g Inrpector: LS Actionl APPR AptrROVED RECIEVED DRAIIIN
Iterr 0igl541g^ BLDG-Final C/g
NN\--w fu+( \ \J
,:
I
I
:
1r\\"*\* p cs"il-\.- )*'-V \p V
l ' /(,,
fo
cr.
PARTYWALL AGREEMENT AND
DECLARATION OF
COVENANTS, CONDITIONS AND RESERVATIONS
FOR
LoT24. BLOCK 2. LION'S RIDGE SUBDIVISION,
FILING NO. 3, ACCORDING TO THE PLAT RECORDED
SEPTEMBER 10,1979IN BOOK 290 AT PAGE 794,
COLTNTY OF EAGLE. STATE OF COLORADO
RECITALS
Dauphinais-Moseley Construction, Inc., a Colorado Corporation, (hereinafter referred to as
"Declarant") is the orvner of the real property situate in the County of Eagle, State of Colorado, described
asLot24, Block 2, Lion's Ridge Subdivision, Filing No. 3, according to the Plat recorded September 10,
1979 in Book 290 at Page 794, County of Eagle, State of Colorado, subject to the restrictions set forth in
the attached Exhibit "A" ("Subject Propefty").
Declarant has constructed on the Subject Property a building consisting of two units, each designed and
intended for use and occupancy as a residential dwelling unit. u'hich are sometimes referred to herein
separately as "Unit" or collectively as "Units".
DECLARATION
Declarant does hereby publish and declare that the following terms, covenants, conditions,
easements, restrictions, use, reserv'ations, limitations and obligations shall be deemed to run with the land
described herein, shall be a burden and a benefit to Declarant, his personal representatives. heirs. successors
and assigns and any person acquiring or owning an interest in the real property rvhich is described herein
and improvements built thereon, his grantees, personal representatives, heirs, successors and assigns.
1. DEFINITIONS. Unless the context shall expressly provide otheru'ise, the follor'r'ing terms
shall have the following meanings:
A. "The Properties" means all of the real estate legally described asLot24, Block 2, Lion's Ridge
Subdivision, Filing No. 3, according to the Plat recorded September 10, 19'79 in Book 290 at Page 794,
County of Eagle, State of Colorado.
B. "Lot", "Building Site", or "Parcel" means Lot 24-A, Lot 24-B as shorvn on the Map.
I lilllt lllll lllllll lllll llll lllll llllll llllllll llll llll
?tal$ l2/17/t999 04:54P 29E Serr Flrhf
1 of 13 R 65.00 O O'OO N 0.00 Eeglr C0
'r ->v74bf
C. "Duplex" or "Building" means the two contiguous dwelling units constructed upon the Parcels
or Lots.
D. "IJnit" means any one of the two dwellings comprising the "Duplex".
E. "Owner" means a person, persons, frrm, corporation, partnership or association, or other legal
entity, or any combination thereof, owing an interest in the Lots.
F. "Map" means the engineering survey of the Properties by Duane D. Fehringer, Colorado
P.L.5.24624, entitled Final Plat, a Resubdivision of Lot 24,Block2, Lion's Ridge Subdivision, Filing No.
3, Town of Vail, Eagle County, depicting and locating specifrcity thereon the Lots, recorded on
1999 as Reception No.and is hereby submitted to this Declaration.
G. "Assessment" means any periodic or one time charge to cover the cost of any expense or
charge that becomes due and owing by virtue of this Declaration.
2. DESCRIPTION AND RESERVATION. Every Contract of Sale, Deed, Lease, Mortgage,
Trust Deed, Will or other instrument shall legally describe a Unit or real property interest as follows:
Lot24-AandLot24-B (as the case may be), according to the Final Plat, a Resubdivision of Lot24,
Block 2, Lion's Ridge Subdivision, Filing No 3, Town of Vail, according to the Plat recorded
1999, as Reception No._, County of Eagle, State of Colorado.
Every such description shall be good and sufficient for all purposes to sell, convey, transfer,
encumber or otherwise affect the Lots and all appurtenant rights, benefits, and burdens thereto as created
by the provisions ofthis Declaration, and each such description shall be so construed. This provision shall
apply to the properties as said term (the Properties) is defined in this Declaration.
3. PROPERTY DIVISION.
A. Declarant hereby establishes this plan for the subdivision of the Properties into Two (2) Lots for
Ownership in fee simple by the individual and separate Owners of Lot 24-A and Lot 24-B.
B. Lot 24-A and Lot24-B shall be subject to the easements noted on the map and those set forth
herein.
C. In the event Lot24-A and Lot 24-B are owned by the same entities, the doctrine of merger
shall not apply.
D. The parties, ifmore than one, having the Ownership of a Lot shall agree among themselves how
to share the rights and obligations of such Ownership; provided, however, that if a corporation, partnership,
association or other legal entity shall become an Owner or the parties, if more than one, have the concurrent
|lllil l]ll il|llt ]lll illl lllll llllll lll llil llll llll
?lE1E3 Lz/t?ll9Eg O4z34P 298 Sre Flrher
2 of 13 R 31.00 O O.OO N 0.00 Erglr C0
Ownership of a Lot, then such entity or concurrent Owners shall from time to time designate one individual
who shall represent such entity or concurrent Owners in all matters conceming all rights and obligations
pursuant to this Declaration.
E. Any such entity or concurrent Owners shall give written notice to the other Owner designating
the individual to act on its or their behalfand such notice shall be eflective until revoked in writing by such
entity or Owners. Any act or omission by such designated individual shall be binding on the entity or
Owners having designated him in favor of the other Owner or any other person who may rely thereon.
F. Each Lot shall be considered a separate parcel ofreal property and shall be separately addressed
and taxed.
4. ENCROACHMENTS. If any portion of Lot 24-A or Lot 24-B now encroaches upon the
other Lot as a result of the construction of any building, or if any such encroachment shall occur hereafter
as a result of settling or shifting of any building, a valid easement for the encroachment and for the
maintenance of the same so long as the building stands, shall exist. In the event any building shall be
partially or totally destroyed as a result of fire or other casualty or as a result of condemnation or eminent
domain proceedings and then rebuilt, encroachments of parts of the building on the other Lot, due to such
rebuilding,, shall be permitted, so long as such encroachments are of no greater extent than those previously
existing, and valid easements for such encroachments and the maintenance thereof shall exist so long as the
building shall stand.
5. PARTY WALL.
A. The common wall placed equally divided on the common boundary separating Lot 24-A and
Lor24-8, the footings underlying and the portion of roof over such wall are collectively refened to herein
as the "Party Wall",
B. To the extent not inconsistent with this Declaration, the general rules of law regarding party walls
and liability for damage due to negligence, willful acts or omissions shall apply to the Party Wall.
C. The Owners of either Lot shall have a perpetual easement in and to that part of the other Lot on
which the Party Wall is located, for party wall purposes, including mutual support, maintenance, repair and
inspection. In the event of damage to or the destruction of the Party Wall from any cause, then the Owners
shall atjoint expense in shares set forth in paragraph 8 below, repair or rebuild said party wall, and each
Owner, shall have the right to the fuIl use of said party wall so repaired and rebuilt. Notwithstanding
anything contained above to the contrary, if the negligence, willful act or omission of any Owner, his family,
agent or invitee, shall cause damage to or destruction ol the Party Wall, such Owner shall bear the entire
cost ofrepair or reconstruction (to the extent that such damage is not covered by insurance), and an Owner
who by his negligent or willful act causes the Party Wall to be exposed to the elements shall bear the full
cost of furnishing the necessary protection against such elements.
I llltlt ililt illlil ]til il] ilil lilill llt ilfi ilil Lll 7l8lg3 tzllTltgEg 04rl4P 23t Sre Flrhrn
3 cf 13 R 55.00 D 0.OO |l O.O0 Eeglr C0
6. LANDSCAPING. SERVICE FACILITIES. DRIVEWAYS AND WALKWAYS.
A. Each Owner shall from time to time, at his sole cost and expense, irrigate, maintain, preserve
and replace, as needed, the trees, shrubs and grass located within the boundaries of his Lot commensurate
with the standards set by the original developer's landscaping of the Lots and each Owner shall from time
to time, at his sole cost and expense, undertake such landscaping and general outdoor improvements on his
Lot as the Owners may jointly deem necessary and proper for the harmonious improvement of the Lots in
a common theme. The Owner of one Lot shall not unreasonably damage the value of the other Lot by
shoddy upkeep of the Lot, but both Owners shall make all reasonable efforts to preserve a harmonious
common appearance of the Lots.
B. Common utility or service connections or lines, aommon facilities or other equipment and
property located in or on either of the Lots but used in common with the other Lot, if any, shall be owned
as tenants in common of equal undivided one-half interests by the Owners of each Lot and, except for any
expense or liability caused through the negligence or willful act of any Owner, his family, agent or invitee,
which shall be bome solely by such Owner, all expenses and liabilities concerned with such property shall
be shared in the proportions set forth inparagraph 8 below. The Owner of the Lot on which suchproperty
is not located shall have a perpetual easement in and to that part ofsuch other Lot containing such property
as is reasonably necessary for purposes of maintenance, repair, and inspection.
C. Each Owner shall be responsible for all necessary maintenance, repair, replacement and
improvements, (including snowplowing), of all driveway and walkway areas located on his Lot.
D. Nothing provided in this Article 6 shall prevent the Owners from jointly maintaining the
improvements located on either Lot, with the cost to be shared on an equitable basis as agreed to by the
Owners.
7. ALTERATION. MAINTENANCE AND REPAIRS.
A. Each Owner shall, at his sole cost and expense, provide exterior maintenance and exterior
repair upon his Unit and the other improvements located on his Lot as well as the unimproved portions, of
the Lot upon which his Unit is located, including, but not limited to, the exterior walls and the roof of the
Unit. Such maintenance and repair shall be commensurate with the standards set by the original developer
and each Owner shall undertake all maintenance and repair (including periodic painting and staining)
necessary and proper for the harmonious appearance ofthe Lots and Units in a common theme. The Owner
of one Lot shall not unreasonably damage the value of the other Lot by improper maintenance and repair
of his Unit and Lot, but both Owners shall make all reasonable efforts to preserve a harmonious common
appearance of the Units and Lots. Nothing provided in this Article 7.A. shall prevent the Owners from
jointly maintaining the improvements located on either Lot, with the cost to be shared on an equitable basis
as agreed to by the Owners.
| ililr lilr llillll lllll llll lllll llllll lll lllll llll llll
?iEl93 12/17/1999 O4t34P 29E Slrr Flrher
4 of tr3 R 6!.00 D O'OO N 0.00 Erglr C0
B. Each Owner shall be solely responsible for maintenance and repair of the inside of his Unit
including fixtures and improvements and all utility lines and equipment located therein and serving such unit
only. In performing such maintenance and repair, or in improving or altering his unit, no Owner shall do any
act or work which impairs the structural soundness of either unit or the Party Wall or which interferes with
any easement granted or reserved herein.
C. Utility or service connections or lines, facilities or other utility equipment and property
located in, on or upon either of the Lots, which are used solely to supply a service or utility to one unit shall
be owned by the Owner of the unit using such utility or service and all expenses and liabilities for repair and
maintenance shall be bome solely by the Owner of such unit, who shall have a perpetual easement in and
to that part of such other Lot or Unit containing such property as is reasonably necessary for purposes of
maintenance, repair and inspection.
D. No Owner shall make or suffer any structural or design change (including a color scheme
change), either permanent or temporary and of any type or nature whatsoever to the exterior of his Unit or
construct any additional building structure of any tlpe or nature whatsoever upon any part of his Lot without
first obtaining the prior written consent thereto from the other Owner, such consent shall not be
unreasonably withheld. In case of damage or destruction of any Unit or any part thereof by any cause
whatsoever, the Owner of such Unit shall cause with due diligence the Unit to be repaired and restored,
applying the proceeds of insurance, if any, for that purpose. Such Unit shall be restored to a condition
comparable to that prior to the damage and in a harmonious manner to promote the common theme of both
Lots.
8. ALLOCATION OF EXPENSES. Costs and expenses of all activities whose cost is
anticipated to be shared by both Owners, except as caused by negligence of willful act of an Owner, shall
be allocated in the following proportions:
Lot24-A
Lot24-B
50%
50%
9, MECHAMC'SLIENS: INDEMNIFICATION:
A. Except for items incurred as a common expense as provided for herein, if any Owner shall
cause any material to be fumished to his Lot or Unit thereon or any labor to be performed therein or thereon,
the other Owner shall not under any circumstances be liable for the payment of any expense incurred or for
the value of the work done or material furnished; all such work shall be at the expense of the Owner causing
it to be done, and such Owner shall be solely responsible to contractors, laborers, materialmen and other
persons furnishing labor or materials to his Lot or any improvements therein or thereon; nothing herein
contained shall authorize either Owner or any person dealing through, with or under either Owner to charge
the Unit of the other Owner with any mechanic's lien or other lien or encumbrance whatever; and, on the
contrary (and notice is hereby given) the right and power to charge any lien or encumbrance of any kind
3
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against one Owner or against one Owner's Lot for work done or materials furnished to the other Owner's
Lot is hereby expressly denied.
B. Except as provided for below, if, because of any act or omission of any Owner, any
mechanic's or other lien or order for the payment of money shall be filed against the other Owner's Lot or
any improvements therein or thereon or against any other Owner (whether or not such lien or order is valid
or enforceable as such), the Owner whose act or omission forms the basis for such lien or order shall at his
own cost and expense cause the same to be canceled and discharged of record or bonded by a surety
company reasonably acceptable to such other Owner, within 30 days after the date of filing thereoi and
further shall indemnifu and save the other Owner harmless from and against any and all costs, expenses,
claims, losses or damages, including reasonable attomey's fees resulting therefrom.
10.INSURANCE.
A. Each Owner shall keep his unit and all hxtures therein insured against loss or damage by fire
and extended coverage perils (including vandalism and malicious mischief) for the maximum replacement
value thereof. Any Owner may on 30 days' written notice, but not more frequently than once every three
years, obtain a written estimate of the replacement cost of the Units by a licensed contractor, and the cost
of such estimate shall be splitbetween the Owners on a 50/50 basis. Such contractor shall be a disinterested
and independent third party who is unrelated in any manner to either Owner whether through joint business
adventures or otherwise.
B. Each Owner shall provide and keep in force, for the protection of himself, general public
liability and property damage insurance against claims for bodily injury or death or property damage
occurring in, on or upon, his Lot owned in fee simple and the improvements thereon, in a limit of not less
than $500,000.00 in respect ofbodily injury or death to any number ofpersons arising out ofone accident
or disaster, or for damage to property, and if higher limits shall at any time be customary to protect against
possible tort liability, such higher limits shall be carried.
C. Each Owner shall deliver to the other Owner certificates evidencing all insurance required
to be carried under this paragraph, each containing agreements by the insurers not to cancel or modify the
policies without giving the other Owner written notice of at least 30 days. Each Owner shall have the right
to inspect and copy all such insurance policies ofthe other Owner and require evidence ofthe payment of
premiums thereon.
D. Nothing provided in this paragraph shall prevent the Owners from jointly acquiring a single
policy to cover any one or more ofthe hazards required in this paragraph to be separately insured against
bv each Owner.
E. All insurance policies obtained by either Owner shall expressly waive all rights of
subrogation as against all other Owners and their respective families and invitees.
o
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1I. DESTRUCTION OF IMPROVEMENTS ON LOT.
A. In the event of damage or destruction to a unit by fire or other disaster, the insurance proceeds
if sufficient to reconstruct the Unit shall be deposited into a bank account which requires, for withdrawals,
the signatures of both the Owners, or disbursed directly by the insurance carrier. The Owners shall then
promptly authorize the necessary repair and reconstruction work and the insurance proceeds will be applied
by the Owners to defray the cost thereof. "Repair and Reconstruction" of Units, as used in paragraph 1 1.A
and I 1 .B herein, means restoring the improvements to substantially the same condition in which they existed
prior to the damage with each unit having the same boundaries as before.
B. If the insurance proceeds are insufficient to repair or reconstruct any damage to a Lot or the
improvements constructed thereon, such damage or deshuction shall be promptly repaired and reconstructed
by the Owner using the insurance proceeds and the proceeds of an assessment against the Owner(s) of the
damaged Lot(s). Such assessment shall be equal to the amount by which the cost of reconstruction or repair
exceeds the sum ofthe insurance proceeds allocable to such Parcel. Such Assessment shall be due and
payable forty-frve (45) days after the determination of the difference between the cost ofreconstruction and
repair and insurance proceeds and all such funds shall be deposited and disbursed pursuant to paragraph
11.A.
C. If the Owners of Lot24-A and Lot 24-B andthe holders of first mortgages or beneficiaries
of first deeds of trust on Lot 24-A and Lot 24-B unanimously agree not to repair or reconstruct damage or
destruction to Lot 24-A or Lot 24-B the Property shall be sold and the proceeds shall be divided as agreed
to at the time of the agreement not to rebuild by the Owners of Lot 24-A andLot 24-B and the holders of
first mortgages and beneficiaries of first deeds of trust onLot24-A and Lot 24-B (the "Each Owner's Share
of Proceeds"). Each Owner's Share of Proceeds shall be disbursed as follows:
1 . for payment of taxes and special assessment liens in favor of any assessing entity and
customary expenses of sale:
priority; and
2. for payment of the balance of the lien of any first mortgage or deed of trust;
3. for payment of any sums due under this Declaration;
4. for payment ofjunior liens and encumbrances in the order of and to the extent oftheir
5. the balance remaining, if any, shall be paid to the respective Owners.
12, zuGHT TO LIEN.
A. If an Owner, at any time, shall neglect or refuse to perform or pay his share of any obligation
required hereunder, the other Owner may, but shall not be obligated to, after 30 days written notice unless
the circumstances require immediate action, make such payrnent or, on behalf of such other Owner, expend
/
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such sum as may be necessary to perform such obligation including, but not limited to, the payment of any
insurance premiums required hereunder or the undertaking of any work required hereunder for repair,
restoration or maintenance, and such other Owner shall have an easement in and to that part of such
defaulting Owner's Lot as is reasonably necessary for such repair, restoration or maintenance.
B. All sums so paid or expended by an Owner, with interest thereon at the rate of 18 percent per
year from the date of such payment or expenditure, shall be payable by the Owner so failing to perform (the
"Defaulting Owner") upon demand of the other Owner.
C. All sums so demanded but unpaid by the defaulting Owner shall constitute a lien on the Lot
of the Defaulting Owner in favor of the other Owner prior to all other liens and encumbrances, except: (i)
liens for taxes and special assessments; and, (ii) the lien of any first mortgage or first deed of trust of record
encumbering such lot. The lien shall attach from the date when the unpaid sum shall become due and may
be foreclosed in like manner as a mortgage on real property upon the recording of a notice or claim thereof
executed by the Nondefaulting Owner setting forth the amount of the unpaid indebtedness, the name of the
Defaulting Owner, and a description of the Unit. In any such foreclosure the Defaulting Owner shall be
required to pay the costs and expenses of such proceedings, including reasonable attorney's fees.
D. The lien provided for herein shall be subordinate to the lien of any first mortgage or deed of
trust, including all additional advances thereon. Sale or transfer of either Lot as the result of court
foreclosure of a mortgage, foreclosure through the public trustee, or any proceeding in lieu of foreclosure,
shall extinguish the lien of such assessments as to payments thereof which become due prior to such sale
or lransfer, but shall not relieve any former Owner ofpersonal liabilify therefor. The mortgagee of such Lot
who acquires titl€ by way of foreclosure or the taking of a deed in lieu thereof, shall not however, be liable
for any past due assessment and shall only become liable for future assessments on the date it becomes the
Owner or is entitled to become the Owner of such Lot. No sale or transfer shall relieve such Lot from
liability for any assessments thereafter becoming due or from the lien thereof. In the event of the sale or
transfer of a Lot with respect to which sums shall be unpaid by a Defaulting Owner, except transfers to a
first mortgagee in connection with a foreclosure ofits lien or a deed in lieu thereof, the purchaser or other
transferee ofan interest in such Lot shall bejointly and severally liable with the seller or transferor thereof
for any such unpaid sums.
E. Upon written request of any Owner, mortgagee, prospective mortgagee, purchaser or other
prospective transferee of a Lot, the Owner of the other Lot shall issue a written statement setting forth the
amount he is owed under this paragraph, if any, with respect to such Unit. Such statement is binding upon
the executing Owner in favor of any person who may rely thereon in good faith. Unless a request for such
statement shall be complied with within fifteen days after receipt thereof, all unpaid sums which became
due prior to the date ofmaking such request shall be subordinated to the lien or other interest ofthe person
requesting such statement.
LLlllr ilil Uilr 1[ iltl ilil ]ilI lil l]] Llt ilt 71E193 l2/17/L999 04r5rtP 29E Smr Fii[cr-
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lJ.USE RESTRICTIONS.
A. Each unit shall be restricted to a residential dwelling as a permitted use, and conditional and
accessory uses as defined by the Town ofVail Zoning Ordinances.
B. No exterior mounted radio, shortwave, television or othertype ofantenna whatsoever ortank
ofany kind, either elevated or buried, or clothesline or incinerator ofany kind whatsoever or outside storage
of any personal property shall be permitted or maintained on either Lot without the prior written approval
of both Owners.
C. No animals shall be kept or maintained in, on or upon either Unit, except that each Owner
may keep and maintain within his Unit domesticated animals; provided, however, that such domesticated
animals are kept under control at all times, do not present a nuisance to the other Owner, and are kept
controlled in strict compliance with all Town of Vail ordinances that may apply to such animals.
D. Parking on either Lot ofboats, trailers, campers, motor homes, ATVs or recreational vehicles
is expressly prohibited, unless located within an Owner's garage.
E. No "time sharing", "inten'al Ownership" or similar interest, whereby Ownership of a Unit
is shared by Owners on a time basis, shall be established on either Lot without the prior written approval
of both Owners and all lienors holding a first mortgage or hrst deed of trust of record on any portion of Lot
24-AorLot24-B, which approval shall be reflected in a document of record.
F. The Owners understand and agree that potential development rights may exist under present
or future Town of Vail regulations that may permit expansion of the Units, which development rights have
not been utilized to date. The Owners of Lot 24-A and Lot 24-B shall be deemed to have exclusive
Ownership of any rights as currently are being utilized by their respective Lots. No exercise of any
development rights not utilized to date shall be made by one Owner without first obtaining the written
consent of the other Owner, which consent shall not be unreasonably withheld. The other Owner, before
giving written consent, shall be entitled to review the development plans and any blueprints or surveys
prepared in connection with the development plans. The Owner of Lot24-A shall have the exclusive right
to the use of 60% of the Development Rights which have not been utilized to date and 60% of all future
Development Rights allowed by the Town of Vail. The Owner of Lot24-B shall have the exclusive right
to the use of 40o/o of the Development Rights which have not been utilized to date md 40%o of all future
Development Rights allowed by the Town ofVail. If either Owner exceeds his development rights, without
the consent of the other Owner, and because of this the other Owner is not allowed to utilize his full
development rights, the excess development shall be removed by the Owner thereof immediately upon the
demand of the other Owner.
14. NOTICE. Each Owner shall register its mailing address with the other Owner and all notices
or demands intended to be served upon Owners shall be sent by certified, registered or ovemight mail,
postage prepaid, addressed in the name of the Owner at such registered mailing address. In the altemative,
notices may be delivered if in writing, personally to Owners.
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15. DURATION OF DECLARATION. Each provision contained in this Declaration which is
subject to the laws or rules sometimes referred to as the rule against perpetuities or the rule prohibiting
unreasonable restraints on alienation shall continue and remain in full force and effect for the period of21
years following the death of Patrick G. Dauphinais and Suzanne E. Dauphinais and their living issue, or until
this Declaration is terminated as hereinafterprovided, whichever first occurs. All otherprovisions contained
in this Declaration shall continue and remain in full force and effect until January 1,2029 A.D., and
thereafter for successive periods of I 0 years each; unless at least I year prior to January 1,2029 A.D., or at
least I year prior to the expiration of any such 10 year period of extended duration, this Declaration is
terminated by recorded instrument, directing termination, signed by all Owners and all lienors holding a first
mortgage or first deed of trust of record on any portion of LoI24-AorLot24-8.
16. AMENDMENT OR REVOCATION. This Declaration may be amended or revoked only
upon unanimous written approval in recordable form of all Owners and all lienors holding a first mortgage
or first deed of trist of record on any portion of Lot 24-A or Lot 24-8.
17. EFFECT OF PROVISIONS OF DECLARATION. Each provision of this Declaration and
Agreement, promise, covenant and undertaking to comply with each provision of this Declaration, and any
necessary exception or reservation or grant oftitle, estate, right or interest to effectuate any provision ofthis
Declaration: (i) shall be deemed incorporated in each deed or other instrument by which any right, title or
interest in any portion of Lot24-A or Lot24-B is granted, devised or conveyed, whether or not set forth or
referred to in such deed or other instrument; (ii) shall, by virtue of acceptance of any right, title or interest
in any portion of Lot 24-A or Lot 24-B by an Owner, be deemed accepted, ratified, adopted and declared
as a personal covenant ofsuch Owner and, as a personal covenant, shall be binding on such Owner and his
heirs, personal representatives, successors and assigns; and shall be deemed a personal covenant to, with and
for the benefit of each Owner of any portion of Lot 24-A or Lot 24-B; and (iii) shall be deemed a real
covenant by Declarant, for itself, its successors and assigns, and also an equitable servitude, running, in each
case, as a burden with and upon the title to each and every portion of Lot24-AandLot24-8.
18.ENFORCEMENT AND REMEDIES.
A. Court Proceedings. Each provision of this Declaration shall be enforceable by any Owner
by a proceeding for a prohibitive or mandatory injunction or by a suit or action to recover damages. If court
proceedings are instituted in connection with the nghts of enforcement and remedies provided in this
Declaration, the prevailing party shall be entitled to recover its costs and expenses in connection therewith,
including reasonable attorney fees.
B. Venue of Court Actions. Each Owner hereby agrees that any and all actions in equity or at
law which are instituted to enforce any provision hereunder shall be brought in and only in the District Court
of Eagle County, State of Colorado.
C. Waiver. Failure to enforce any provision of this Declaration shall not operate as awaiver of
any such provision, the right to enforce such provision thereafter, or of any other provision of this
Declaration.
10
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19. EXERCISE OF RIGHTS. Any exercise of any right granted hereunder by one Owner u'ith
respect to the other OwneCs Unit including but not limited to the use of any easement granted herein shall
be exercised in a manner which shall not unreasonably hinder, impede or impose upon such other Owner's
use of his Unit.
20. SUCCESSORSANDASSIGNS. Exceptasotherwiseprovidedherein,thisDeclarationshall
be binding upon and shall inure to the benefit of each Ou'ner and the heirs, personal representatives,
successors and assigns of each.
21 . SEVERABILITY. Invalidity or unenforceability of any provisions of this Declaration in
u,hole or in part shall not effect the validity or enforceable part ofa provision of this Declaration.
22. CAPTIONS. The captions and headings in this instrument are for convenience only and shall
not be considered in construing any provisions of this Declaration.
23 . CONSTRUCTION. When necessary for proper construction, the masculine of any u'ord used
in this Declaration shall include the feminine or neuter gender, and the singular the plural and vice versa.
Secretary
SS.
IN WITNESS WHEREOF Declarant has executed this Declaration this frlauy of
@a*veilsss.v
DAUP INAIS-MOSE CONSTRUCTION,
ATTEST:INC.,
By:
Patrick G. Dauphinais,ident
n
Y
io
Suzanne E.
STATE OF RADO
COUNTY OF EAGLE
Witness my hand and official seal.
Subscribed and srvom to before me this 'thOu, * h"^4r, 1999 by Patrick Dauphinais as
President and Suzanne E. Dauphinais as Secretary of Dauphinais-Moseley Construction, Inc., a Colorado
Corporation.
..' E fiH.g',Y &: .MASID
[ssion expires on: //-L/-,-, z-
-L .L
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Notary Pub
CONSENT OF HOLDER OF DEED OF TRUST
The undersigned holder ofa certain deed oftrust upon the property covered by this Declaration and
Partywall Agreement, recorded on May 4, 1999 under Reception No. 694637 of the records in the Office
of the Eagle County, Colorado, Clerk and Recorder, hereby consents to the foregoing Declaration and
Party"wall Agreement and subordinates its interest in the property described therein to the rights and
obligations created hereby. Notwithstanding such consent and subordination, all the rights of Declarant in
and to such property shall remain encumbered by such deed of trust.
FIRSTBANK OF VAIL
(sEAL)
By:
STATE OF COLORADO
COLINTY OF EAGLE
The foregoing instrument was acknowledged before me this f Chay of
by \,,\c,"L Vr -.'tr,.,--
Witness my hand and official seal.
I
My Commission expires on: l0lXlgl
C/.t',c-< - President /tUtU Tr9z,
4 L,i,,ll
SS.
otary Pu
fin'r**i u**, '1,6
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1,2
l.
2.
3.
4.
EXHIBIT "A''
TO PARTYWALL AGREEMENT AND DECLARATION OF COVENANTS.
CONDITIONS AND RESERVATIONS FOR
LOT T4,BLOCK 2, LION'S RIDGE SUBDIVISION,
FILINGNO. 3, ACCORDING TO THE PLAT RECORDED
SEPTEMBER 10, 1979 N BOOK 290 AT PAGE 794,
COLTNTY OF EAGLE. STATE OF COLORADO
Lien for taxes or assessments, not yet due and payable.
Right of proprietor of a vein or lode to extract and remove his ore therefrom should the same be
found to penetrate or intersect the premises as reserved in United States patent recorded August 16,
1909, in Book 48 atPage 542.
Right of way for Ditches or Canals constructed by the authority of the United States as reserved in
United States Patent recorded August 16, 1909, in Book 48 atPage 542.
Restrictive covenants which do not contain a forfeiture or reverter clause, but omitting restrictions,
if any, based on race, color, religion, sex, handicap, familial status, or national origin, unless and
only to the extent that said covenant (a) is exempt under Chapter 42, Section 3607 ofthe United
State Code or (b) relates to handicap but does not discriminate against handicaped persons, as
contained in Instrument recorded September 20,1912, in Book 225 atPage 443 and as amended in
Instrument recorded September 29,1972, inBook2Z5 alPage 565 and as rerecorded in Instrument
recorded January 22, 1974, in Book 233 atPage 53.
Utility Easement as granted to Holy Cross Electric Association, Inc., in Instrument recorded August
24, 1967 in Book 21 1 at Page 103 and recorded June 19, 1973 inBook229 atpage 655 and recorded
July 31, 1973 in Book 230 at Page 351.
Agreement between Talvel Environmental Land Company and Mountain States Telephone and
Telegraph Company providing for Telephone Installation and Service throughout Lion's Ridge
Subdivision, Filing No. 2, recorded September 27, 1973 in Book 231 atPage 291.
Easements, reservations and reskictions as shown or reserved on the recorded Plat of Lion's Ridge
Subdivision, Filing No. 3.
Terms, conditions and provisions of Trench, Conduit and Vault Agreement recorded November 16,
1994 in Book 655 at Paee 184.
5.
6.
7.
8.
13
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F.'
Revised 5/2/92
(PLEASE PRINT OR TYPE) i),A. APPLICANI V,,1 il A)\-
'E MAILING
^DDRESS
ILIOLI HCilAlUE I>L
pHoNE (\e- tttg{
Date Received by the Community
Develooment Department :
APPLICATION FOR
DUPLEX SUBDIVISION REVIEW
(Chapter 17.24 Y ail Municipal Code)
PHONE
/2. < ??
wfi'rT
: fuJ-' 6!*
B.
c.
AP PLICANT'S RE PRESENTATIVE
ADDRESS
PROPERTY OWNEF
OWNER'S SIGNATURE
MAILING ADDRESS
I]. LOCATION OF PROPOSAL:
-c€?'
-PHONE
'4t L . C/),)v s-
"/r,rr.)Uc
ct a't
,/,(
/S/V 6t4eie( G STREET ADDRESS
tot 7 4 arccr<-.-Z-sueD rvrs roN FILING
APPLICATION FEE $1OO.OO PAID
MATERIALS TO BE SUBMITTED:
CHECK#BY:
1. Two mylar copies and one paper copy of the subdivision plat shall be submitted 10 the
Department of Communily Developmenl. The plal shall include lhe following:
a. The final plat shall be drawn by a registered surveyor in Indta ink, or other
substantial solution, on a reproducible medrum (preferably mylar) with dimension
ol lwenly-four by thirty-six inches and shall be al a scale of one hundred feet 1o
one inch or larger wilh margins of one and one-halt to lwo inches on lhe left and
one-half inch on all olher sides.
h.
Accurate dimensions to the nearesl one-hundredth of a foot for all lines, angles
and curves used 1o describe boundaries, streets, setbacks, alleys, easemenls,
slruclures, areas to be reserved or dedicaled for public or common uses and other
irnportanl fealures. All curves shall be circular arcs and shall be defined by the
radius, cenlral angle, are scored distances and bearing. All dimensions, both
linear and angular, are 10 be determined by an accurate control survey in the field
which must balance and close within a limit of one in ten thousand.
North arrow and graphic scale.
A syslemalic identificalion of all existing and proposed buildings, units, lots,
blocks, and names for all streets.
An identificalion of the streets, alleys. parks, and olher public areas or facilities as
shown on the plat, and a dedicatton lhereof 1o the public use. An idenlification of
the easements as shown on the plal and a grant thereof 1o the public use. Areas
reserved for fulure public acquisition shall also be shown on the plat.
A writlen survey descriplion ol the area including lhe lotal acreage lo the nearest
appropriate significant figure. The acreage of each lot or parcel shall be shown in
this manner as well,
A descriplion of all survey monurrenls, both found and set, which mark the
hottndaries of the subdivision, and a descriplion of all monrrments used in
conducling lhe survey. Monumenl perimeter per Colorado slalules. Two
perimeter monurnents shall be eslablisl'ted as major control monumenls, the
malerials which shall be delermined by the town engineer.
A sta'lemenl by the land survevor explaining how bearing base was deter.mined.
A cerlificate by lhe registered land surveyor as outlined in Chapter 17.32 of lhis
E.
F.
h
c.
d.
s.
[and Title Guarantee GomPanY
gUSTOMEB DISTBIBUTION
Date 12{9-199
Propctrty Atldrcsl
Lcl"f 2AB, BLOCK2, UONS RIDGE FLC 3
Our Order Number: V2614614
DAUNilNAIS REALESTAIE
I{XMORAINEDR
POEOX l5r5
vAlL,co 8159
Aun: SIIZAI.INEDDAUPHINNS
Plor: 970.{7G91l2
Ftr't YlO4168aXL
Scot Via Couriarrr
RF/MN(VAIL, INC,
143 E. MEADOW DR. t345
vAtL, co El65?
A$n: DAVID COLE
Phone; 970-476{460
Fax: 970.fl6{652
Sent Via Couricr3l*
THEKLEXN CROUP
POBOX rsE!)
EDW{RDS, CO E1632
Ad!: DBOITAII
Phor: y,G92tr151
Far: 90.91&?t51
copic!:1
Sc$ Via Frx
MARKL HARRIS
:t037 N.W 63RD
surrE l52w
OKI.AHOMA CITY, OK ?3116
Attn: MARKL. IIARRIS
PhorEr 405-848'2801
Fax: 405-8f8'2&)4
scnt Via US Postll Scrvicc
IAND Tlfl.g GUARANTEE CIII'PANT
65 MARXETST'4
EA6I!, CO 8t631
ABn: Auttu Rlrctct
Photrc: !|G32A'50I5'S
F.x: noa2J|-g)64
.l
land Title Guarante'e Company
YOUB COilTACTS
Date t2{}1999
Pmpcrty Atlilrcss:
LOT 248, BLOCK 2, IJONS RIDGE FLG 3
Buycr/Bornovcr:
MARKL. HARNS
OurOrderNumber: V2674614
Sellr/(hvner:
DAUPHINAIS-MOSELEY CONSTRUCTION, INC., A COLORADO CORPORATION
raaarrlotrtaatttrttaaat*attl*a**tt*t*artt*i*a:l*+:a*alatra*a***+r|l*fatrtf
Note: Once an origlnal commitment has bect lssued, any subsequmt
.' modlllcetlons wltl be enrphastzed by underllning or comments'
taa:attttaa|laa*attaraa**ta*attaaaaall*aaaa*at*f**faa**a+*'|taarSat"|t'
If you have any inquirtes or rcqutre further asslstancc, please contact one of the numbers below:
For Clootng Assistance For fitle Asslstancc:
Arzau Rucker Vail Title Dqtt'/GB
6s MARKET sr #4, P.o. Box 4420
EAGLE, CO 81631 108 s' FRONTAGE RD. W. n03
Phore: 90-328-5064 P.O. BOX 357
Fax: 90-328-5064 VAIL' CO 81657
Phone:970476'2251
Fax:' /7M764334
ESTIMATE OF TITTE FEES
Alte Ornncrs Polic! rc-n-yl (Reissue Raa)
Alte Lr6o Policy lO-U-%
Tax Ccrtificarc SCtl#009433
9879 .00
$720 .00
$75.00
TOIAI.s9s4. 00
THANK YOU FOR YOI,R (XDER!
Chicago Title lnsurance Company
ALTA COMMITMENT
Schedule A
Our OrderNo. Y?6il46l4
Crst. Ref.:
Property Adilress:
LOT24B, BLOCK2, LIONS RIDGE FLG 3
1. Effec{lve Date Norrember 19,1999 at 5:00 P.M.
2. Pollcy to be Issued, and hopoceil lnsurtd:
'ALTA' Ocmct's Policy lG17-92 $665'm0.00
Proposcd Insred:
MARKL. HARRIS
'ALTA' Loan Policy lGl?-92
Proposcd lrcurcd:
TTIE KLEIN OROUP, LLC, TXS SUCCESSORS AND/OR ASSTGNS
3. Tbc cslate or lnteret in the tand descrlbed or rtferred to In thls Commitment and covercd herdn ls:
A Fce Simptc
4. Tltle to the ctate or lntertst covc.red hcrein ls at the elTcctlvc datc hcreof vestctl inl
DAUPHINAIS-MOSELEY CONSTRUCTION, INC., A COLORADO CORPORATION
5. The land referreil to In thls Commitment is described as follows:
UNTT B, UON'S RIDGE, FIIJNG NO. 3, A RESUBDIVISION OF LOT 24, BLOCK 2' LION'S
RIDGE, FIUNG NO. 3, ACCORDING TO THE PI-AT RECORDED )Off UNDER RECEPTION NO.
)oo( couNTY oF BAGLE, STATE OF COLORADO.
NOTB: SAID LEGAL DESCRIPIION WILL CHANGE UPON COMPLTANCE WTTH THE REQUIREMENTS
SET FORTH IN SCHEDULE B-SECTION I'HEREIN.
---..-.-..
ALTA COM[iITMENT
ScheduleB-Sectionl
(Requiremcnts) Our Order No. V26'4614
The followlng arc the rcqulrtnrmts to be complied with:
Item (a) Paymcnt to or for the accourr of the grantors or mortgagors of fre full consideration for the estrte or
iilenst to be insurd.
Itcm O) Propcr instrument(s) creating the esiate or intcrest to be insure<l must be executed and duty filed for record,
to-wic
Itcm (c) Paymed ofdl taxcs, chargcs or asscssncnts tcvicd ard asscssed against thc subject prcmiscs which arc due
aad payablc.
Iten (d) Additiooal requirements, if any disclosal below:
I. PAXTTIAL REI.IASE OF DEED OF TRUST DATED APRIL 20, 1999 FROM
DAI'PHINAIS-MOSELEY CONSTRUCTION, INC., A COLORADO CORPORATION TO THE
PIJBLIC {RUSTEE OF EAGLE COI,NTY FOR TI{E UsE oF FIRSTBANK oF VAIL To sEcURE
TI{E SUM OF $765,M0.00 RECORDED MAY 04, 1999, UNDER RECEPTION NO. 694637,
DISBIJRSER'S NOTICE IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED MAY
04, 1999, t NDER RECEPI]oN NO. 694638.
2. RECORDATTON OF THE RESUBDIVISION PI.AT AND PARTYWALL AGREEMENT. ACCEPTABLE
TO TI{E COMPANY TO BE RECORDED IN EAGLE COUNTY.
3. EVIDENCE SATISFACTORY TO TI{E COMPANY TI{AT THE TERMS, CONDITIONS AND
PROVISIONS OF TIIE TOWN OF VAIL TRANSFER TAX HAVE BEEN SATISFIED.
4. WARRANTY DEED FROM DATJPHINATS.MOSELEY CONSTRUCNON, INC., A COLORADO
CORPORATION TO MARK L. HARRIS CONVEYINC SUBIEC? PROPERTY.
NOTE: SAID DOCT MENT MUST BE EXECUTED BY THE PRESIDENT, VICE-PRESIDENT OR
SECRETARY OF THE CORPORATION. IF AN ASSISTANT VICE.PRESIDENT OR ASSISTANT
SECRETARY EXECUItsS SAID DOCUMBNT, A CORPORATE RESOLUTION MUST BE PROVIDED
TO I.AIID TITLE GTVING SAID ASSISTANT AUTHONZATION.
5. DEED OF TRUST FROM MARK L. HARRIS TO THE PUBLIC TRUSTEE OF EAGLE COUMY FOR
TIIE USE OF TI{E KLEIN GROUP. LLC TO SECURE THE SUM OF TO BE DETERMINED.
NOTE: ITEMS l-3 OF TI{E CENERAL EXCEPTIONS WILL BE DELETED FROM THE OWNER'S
-^_-.
ALTA COMMITMENT
Sc.heduleB-Scctionl
(Requlrements)OurOrdcrNo. V2674614
Contlnued:
POUCY UPON RECEIPT OF AN APPROVED STMVEY CONFIRMINC COMPLETION OF
CONSTRUCTION.
NOTE: DUE TO THE PROPERTY INST RED HEREIN CONTAINING NEw CONSTRUCTION. IN
ORDER FOR STAT.IDARD EXCEMON NO. 4 TO BE DELETED, A SATISFACTORY LIEN
AFFIDAVTT AND AGREEMENT AND TEMPORARY CERTIFICATE oF occUPANcY WILL BE
REQUIRED.
NOTE: ITEM 5 OFTHE GENERAL EXCEPTIONS WILL BE DELETED IF LAND TITLE
RECORDS THE DOCTTMENTS REQUIRED UNDERSCHEDULE B-1,
NOTE: UPON PROOF OF PAYMENT OF ALL TAXES. ITEM 6 WILL BE AMENDED TO READ:
TA)(ES AND ASSFSSMENTS FOR THE YEAR 1999 AND SUBSEQUENT YEARS.
ITEM 7 ttNDER SCHEDT LE B-2 WILL BE DEIJTED UPON PROOF TI{AT THE WATER A}.lD
SEWERCHARGES ARB PAID UPTO DATE.
ALTA COMMITMENT
ScheduleB-Section2
(Exceptions) Our OrderNo. V2674614
fte pollcy or policies to be issued will contnin exceptions to the fotlowing unless the same are disposed
of to the satisfac{ion of the Company:
1. Rig[ts or cleims of partics in possession not sbown by the public records.
2. Easemenls' or claims ofcasements, not shownby the public records.
3. Discrepancies, conflicts in boundary lines, shorhge in area, encroachments, and any facts which a correct survey and
inspection of the premises would disclosc and which are not Shown by the public records.
4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter funrished, imposerl by law and
not showaby thc public records.
5. Dcfects, liens encumbrances, adverse claims or otftcr matters, if any, crcrated, first appeariug in tlre public recor<Is or
attaching subscquent to the effectivc date hereofbut prior to the date the proposed insured acquircs of record for
valuc thc cstrb or idercst or mortgage thereon covcrcd by this Commiunent.
6, Taxcs or siccid assassnents which are not sttowr as existing liens by the pubtic records.
7. Ucns for unpaid watcr and server charges, ifany,
8. In additiolt, thc owner's policy will be subject to ttrc mortgagc, if any, notal in Section I of Schedule B hereof.
9. RIGTfT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVB HIS ORE
THEREFROM SHOULD TITE SAME BE FOUND TO PENETRATE OR INTERSECT THE PRBMTSES
AS RESERVED IN UMIED STATES PATENT RECORDED AUGUST 16, 1909, IN BOOK 48
AT PAGE 542.
IO. RICHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF Tt{E
UNTTED STATES AS RESERVED IN UNTTED STATES PATBNT RECORDED AUGUST 16,
1909, IN BOOK 48 AT PAGE 542.
I I. RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE,
BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION,
SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORICIN UNLESS AND ONLY TO TI{E
EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 360? OF
Tr{E UNITED STATES CODE OR (B) RELATES TO HANDTCAP BUT DOBS NOT
DISCRIMINATE AGAINST HAI.IDICAP PERSONS, AS CONTAINED IN INSTRI.IMENT RECORDED
SEPTEMBER2O, 192,IN BOOK225 AT PAGE 443 AND AS AMENDED IN INSTRUMENT
RECORDBD SEPTEMBER 29, 1972IN BOOK 225 AT PAGE 565 AND AS RERECORDED IN
INSTRUMENT RECORDED JANUARY 22, 1974IN BOOK233 AT PAGE 53.
12. UTIUTY EASEMENT AS GRANTED TO HOLY CROSS ELEqIRIC ASSOCIATION, INC., INC.
IN INSTRTIMENT RECORDED AUGUST 24. 1967 IN BOOK 2I I AT PAGE IO3 AND
'l ALTA COMMITMENT
ScheduleB-Section2
@xceptloru) Our OrderNo. V2674614
The pollcy or polldes to be issud wtll contaln exccptloru to the following unless the some are dlsposcd
of to the satisfaction of thc Company:
RECORDED JUNB 19, Iy/3 IN BOOK 229 AT PAGE 655 AND RECORDED JULY 3I, 1973
IN BOOK23O AT PAGE 35I.
13. AGREEMEM BETWEEN TAWEL ENVIRONMENTAL LAND COMPA}.IY AND MOUNTAIN STATES
TELEPHONE AND TELEGRAPH COMPANY PROVIDING FOR TELEPHONE INSTALLATION AND
SERVICE THROUGHOUT LION'S RIDGE SUBDIVISION, FILTNG NO. 2 RECORDED
SEPTEMBER 27, 1973 IN BOOK 23I AT PAGE 29I ,
14. EASEMEMS, RESERVATIONS AND RESTRICTIONS AS SHOWN AND RESERVED ON THE
RECORDED PI.AT OF UON'S RIDGE SUBDIVISION. FILING NO. 3.
15. TERMS, CONDMONS A}.ID PROVISIONS OF TRENCH, CONDUIT AND VAULT ACREBMENT
RECORDED NOVEMBER 16, 1994 IN BOOK 655 AT PAGB I84.
16. TERMS. CONDITIONS AND PROVISIONS OF PARTYWALL AOREEMENT RECORDED XXX AT
RECEmONNO. )OO(XXX.
17. EASEI\.IENTS, CONDMONS, RESTRICTIONS, ANDRESERVATIONS ONTHE PIJ\TRECORDED
)OO( I'NDER RECEPTION NO. }OffiXXX.
LAND TITLE GUARANTEE COMPANY
DISCLOSTJRD STATEMENT
Required by C.R.S. 10-lf-U2
A) The subject red property may be located in a special taxing district.
B) A Ceniticate of Taxes Due listing cach taxing jurixliction may bc obtained from the County
Treasurer's auth. orized agent,
C) Thc inforoation rcgarding special districts and the boundaries of such districts may
be obaioed ftom the Board ofCounty Commissioners, the County Clerk and Recorder, or
tle County Asscssor.
Effective September 1, 1997, CRS 30-1H06 requires that all ilocuments received for recording or filing in the
cterk and rccorder's oftice shall contain a top margin ofat least one inr:h antl a left, right and bottont margin of
at lease onc half of an irrch. fie clerk and reco(der may reftise to record or file nny document that does not
conform, ercept tlnt, the rcquirement for ille top mnrgin shall not apply ttt docunrents using fonns on which
space is provided for recording or filing information at the top mnrgin of the docunrent.
Note: Colorado Division of Insurancc Regulations 3-5-1, Paragraph C of Article VII requires that "Every
title entity shal b€ responsible for all matters which appear of record prior to the time of recoding
whcncver the titlc enrity conducb the closing and is responsible for recording or filing of legal
documcnb rcsulting from thc transaction which wa,s closed'. Frovided drat knd Title Guarnnee
Company corducts tlrc closing of the insured transaction and is responsible for recording the
legal documents from the transaction, cxception number 5 will not apPear on the Owner's Title
Policy and tbc l*ndem Policy when iszued.
Norc: Affirmative mecharuc's lien protection for the Owner may be available(typically by deletion
of Exccption no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be
issual) upon compliance with the following conditions:
A. Thc land describql in Schedule A of this commitnetrt must be a single family residencc wltich
includes a coqlominium or townhouse unit.
B. No labor or maleriats have been firmishe{ by mecfianics or material-men for purposes of
construction on the land described in Schedule A of this Commitment within the past 6 months.
C, The Company must receive an appropriate affirlavit indemaifying the Company against un-filed
mcchanic's and matcrial-men's liens.
D, The Company must rcceive payment of the appropriate prernium.
E, If there has beeo construction, improvanents or major repairs undertaken on the property to
bc purchased within six months prior to the Date of the Commitment, thc requirements to obtain
coverage for unrecor{crt liens will include; rlisclosurc of ccrtidn construction information;
finqncial informatiotr as to the seltcr, tlre builder and or the contractor; payment of the
appropdatc premium fully cxccutcd ldemnity Agreemenls satisfactory to the company, and'
any additional requircments as may be necessary after an examination of thc aforesaid
information by the Company.
No coveragc urill bc givur under any circumstances for lirbor or mnterial for which the insured
has contracted for or agrccd to pay.
Nothing herein contained witl bc deemed to obtigate tlre company to provide any of tlte
coverages refenql to herein unless the above conditions are fully sltisfied.
Jan-o3-oo 01 :zlrp partain corrst rnc g7o 9,8'4 34os P -oI
-' O ir,. O " klla'n -| ., r rjb).tfiJt,rr m \p(V^W V .|J tl\l
Elate: 1Blm
FA)( - MEMO
From: Partain Cofts{nrction, Inc-
David E. Partain' President
2450 CountY Road 314
Nerrv Cadle, Colo' 81647
97G9&1-2736
97$984-3405 (far)
2 Pages are being transrnited (inctuding this cover page)' lf you dorot receive dl pages'
pE-canimmediatety. Willacogyofthi=-tttttit"OZ [VeS LIINO
To: Gary Goodell
Dorninlc Mauriello
Torin of Vail TEL:
FNI:97O47*2452
RE: AroalGermirch 6 Unit Plrn Chcck bruea'
tEmO: Dearcary and Dominic'
Atached is the Timberline Ultru Specifications'
Sotty n to"ft "" long ot receive this infonnation'
lf you have arry quedions' plece do not hesitate to call'
ThalkYou'
Danid E. Partatn
Cc: Tom Sle\rens
This facsimile and the information it contains is intencbd to be a confidential communication only to
the person o, entity to who'n n i" .oorooo. lf yo|t have received thas facsimile in enor' please
notifu us by telephone am ,*urn in" origi*r facsimile to this oflice by rnail. Thank yotr'
Jan-O3-OO OI:zl1P Parta'in Const Inc
.v
970 9€l4 3405
v
P.02
TI}IBERI.INE' SENTES SPECIFICATION$:
13'/," I393/il Meldc
12" x 36" English
Iimberline Ultra@
,4FYear Ltd. Wanaflty, 80 mph Ltd. Wnd Warrang
. Fiberglass Asphaft Construction
. Class A rating from UL
. Passes UL 997 Wind Te$
.ASTM D3018Type 1.ASTM 03101 Type 1 .ASIM D9462
.
lqde County Approved (Tampa onty)
. Wsconsin Administrative Code
. fl0aqlater Protection available in certain areas (check your sample
board for details)
'4ryrox. 64_Piecevsq. (Metric) . Approx. 80 pieces/sq. (Engrish)
.4 Bundles/Square
.
4pp1qx .256 Nalls/Sq. (Metric) . Appror 320 Naits/Sq. (Engtish)
,Ssls" Exposure (Metrh) '5" Expozure (English)
IIIITIIIIIIII
"il;l,.',;if
'1,'u;"'^, il'i$,,f, '" st co "'r,',,.* -r,,,..,?t13f - t"'P-01
F'AL'L Ul
. 'i,
Subicct OptutlotcFodrrirnecerrnicr0brvdo'Lc''A'Ejr*'Ll,&n'rRiilgo
FitiosNo' 3' FrglcGurtY' colcrdo
PtoioctNo- 98{l2f{o
fuicmoc
fo accordsnoc {ittr ymr t6qu.4 I tlfltrffilivE qqF'MiltidD nqgimc{bg l'd''6ibd to
rutrjrrt rilc o Dmcrrbd J'E{;E;"T ft1{t- tr Oc tttttttr oiilnlly
undc oducrb rr tb dc. At tDo tinc of q|l Wll s-tA-t ft( di9 rtd Fd fJoth8l hd
bcnr qcldod ro fodilg ff.ft;"rtd";. it d"ri ;.ttt gwrtly-cooiittld.of, dltvb ct;oat
rood. Tho,r roib wcrc d;Fb r tuc to il"tcrc4 ooo6i6oo" law rcils and now wsrc
obcn Ed i|r romc rrE03 d|io fqufiim crcilr&or|r.
lq orrdcr ut prlg.rc thir lcttcr, wc hrvc lo1ncl{ orr April f9$ Sot&- otd I'wfuton
Inr,ertt*rr.,t fo, rrrWsdEr*,o,t) InJt N - 26, Bte-i lJqr't ftfuc nW r{o i, &gb
Gnnry' c,olo|e, Brrta on rhic llvbw rud cr obaorwiuu a to rilc, c ir qrr qfuirn bt |tc
rnib wtroat i" rh" f-od;;-;*;- "tt ii"tit* ro &ilo dllcribGd h tc ;qod ud rn
wirable b nrDpdtt dE f.dtgt - h-llfii-bt- !'o1od-ed t[0 rcfcltral qrort rsrunodcd r
lluiilrnr eltowblc b.ti"szu;tr-r'loo pnr n il ottu"amttdlog6f,t dtc fwtillr et
UE itntcfire u,o" cc",gJ -*itt-; .rt"inUtd batins gtrl""*.?f t'33.o"1- Ba$d c crlr
O6rcnafiou d ihir ritc, it ir qrr qinisr ftl ilr tiiitut llomblc bc'riog prcrnrre fa
furio,, bc.,itrg * tto r'oi.JJft *Oi",lo-i*taur* o<cavrrionr d thir tit' arv bc
irrcruscd to 2,q)0 Ptf'
ln old,rry, it ir qr qrinur lhl' irbtos|c|] &-tDc lEiloYrI of lofic toil rtrd mrr' thc
frrroddim c*cerdiss "r"Tty f- rf" *ila d-mflric. Tb svccd roi6 rrc coridcrcd
njtabte ftr $ppdr of'-f#$ &igcA lf-onrnuaoO d |pcoolupc wi$ fu
rwuncnddoor of tho',.;;; p-io[t ctib Epo.t. Ttc nrsinun rtlorveblc bterhg
prwsurs rney bo irrcetodio 2rfiXl prf-
If yar b,ut aay qucttiu3 lcgrurding thir ldcr, or ifvc mey bc 0f hrthEr ffiuioo' Plcuc cdd
trc ttndadglod d )qrr convcnicncc'
l8+1 U*ter ct,
bx$-osel
80127 | Plrorr;303i'!948 6220' Fat(: 303/S486526
Ptrons: 970€49-50?2 . F orn Dswor DIEct: 8l)3'1531
.t{
ylcou irrluh in th {{. f*
ItuddEi't-Maollt' CcmucOm
P.O.Bc 1.515
vrIL Colondo El65t
frcrimila: 476-90T1
Sinccrely,
INTER.MOIJNTAIN
839? Corilnsntrl Divrdo FoEd, Suite tt107
Dnglinecringua-
lbcanba 9. l99t
77 Mstcdf Ftosc , i20O ' Box 976 r f'r436' c'nlorer'Jo B1fvo o
,4uL-tzor f^^.. '--
Design Review Action Form
TOWNOFVAIL
Project Name: Dauphinais New PrimaryiSecondary Residence
Project Description: New Primary/Secondary
Owner, Address and Phone: Pat Dauphinias P.O. Box 15 15, Vail, Colorado 81658
Architect/Contact, Address and Phone: Same
Project Street Address: 1844 Glacier Court
Legal Description: Lot 24, Block 2, Lionsridge #3
Parcel Number: 2103-122-04-024 Building Name:
Comments:
Board / Staff Acfion
Motion by: Pierce Action: Approved
Seconded by: Woldrich
Vote: 4-0
Conditions:
Approved per plans submitted with the addition of two, single-car garage doors on the primary
residence
Town Planner: George Ruther
o
Project Name: Dauphinais New PrimaryiSecondary Residence
Date: 10/21 DRB Fee Pre-Paid: 200.00
F:\EVERYONE\DRB\AP PRoVAL\97\t DRBAPPRFRVT
Qucstions'? Call thc Oning Staff at 479-2 | 28
Tf-lffN 0t" VAIL
APPI,ICATION FOR DESIGN REVIEW APPROVAL
fPTl 8'-otts
building pernrit is issucd and construction is startcd'
A. DESCRIPTION OF THE REQUEST:Lie t,
CENERAL INFORMATION
't his lfplication is for any p[.icct rcquiring Dcsign Rcvicrv approval. Any projcct rcquiring dcsign rcvicw m '"st
rcccivc Dcsign Rcvicw approual prior to subnritting for a buiiding pcrnrit. For spccific information' scc thc submittal
rcquircrncrrts for thc parlicular approval that is rcqucstcd. Thc applicatiotr cannot lrc acccptcd until all thc requircd
infornratiop is subllittcd. 1'hc piojcct rnay also nccrl to bc rcvicwctl by thc 1'own Council ancVor thc Plzurning and
Environmcntal Corrrmission. Design Rclicw Roard approval expircs one ycar aftcr final approval unless a
I INALl /,(
B.
C.
D.
E.
PARC]EL #:
ZONING:
NAME OF OWNER(S):
(Contact Eaglc Co. Asscssors Ofllcc at 970-328-8640 for parccl #)
MAII-ING ADDRF]SS:
t--
Lt.
MAILING ADDRESS:
PIIONE:
t{.TYPE OF REVIEW AND FEI]:
Ncw Construction - $200 Construction of a ncw building.
Includcs;ury addition rvhcrc squarc footagc is addcd to any rasidcntial or
conrnrcrcial building.
E Minor Alteration - $20 Includcs nrinor r:hangcs to buildings and sitc itnprovcnrcnts, such as,
rcroot.ing'painting.wirrdowadditions'Iandscaping'fcnccsandrctaining
walls. ctc.
DRB fccs arc to bc paid at thc tinre of subrnittal. Latcr. whcn applying for a building pcmrit' plea-se idcntify
thc accuratc valuation of thc projcct. Thc Torvn of Vail rvill adjust thc fcc according to thc projcct valuation.
PLEASE STJBMIT THIS APPI,ICATION, ALL SUBMITTAL REQUIRBMENTS AND TTIE FEE TO THE
DEPARTMENT OF' COMMUNITY DEVELOPMENT, 75 SOUTH FRONTAGE ROAD'
vAr L, cor,oRADO ttl 657.
Addition -$50
LOCATION OF PROPOSAL: LOT: 24 I]LOCK: Z FILING:/ I'l-
PI-IYSICALADDRESS: I(,14 1C*A E I (T'
[,IIONE:
owNER(S) SIGNATtJRIt(s):
NAME OF APPLICANT:
;\
BUILDING MATERIALS:TYPE OF MATERIAL:
Shi n 1es
lxI2/1x4 Cedar Board & Batt
SLucco
2x6/2xB RJ Cedar
1x6 T&G Fir
Metal Clad
2x6 Cedar /Raised Stucco
Natural Wood - !!g
NaEural hrood - Fir
Typical of All DuPlexes on
Glacier Court
Gal vani ze d
Galvanized
Copper caP on St!9to
N/A
N/A
Boulders
A11 Soffit Cans
Down LighEing
COLOR:*
l,learhered Wood
Br own
Natural
Natural
Natural
Roof
Siding
Othcr Wall Matcrials
Fascin
Softits
Windorvs
Windorv Trint
I
Doors
Door Trinr
l'llnd or Dcck Rails
Flucs
Flasltings
Chinttrcys
Trash Enclosttrcs
Crccnhouscs
Rctaining lValls
Extcrior Lightingr*
Othcr
!:zLcTA'!,t€- t-.
1 t r( t,rP.* -t- z't t!n\!! : ;)
ll rdt c t to T't o "( B'fua" (fl
Natural
f Plcase spccify the nranufacturcr's color, nuntber and attach a small color chip
+* AlI cxtcrior lighting must meet thc Torvn's Lighting ordinzurce I 8.54.050(J). If cxtcrior li-ehting is proposed.
plcasc indicatc thc nurnber of fixturcs and locations on a separatc lighting plan. Idortily each fixture fype and provide
itr. t,.ight above gradc, lunrens output. lutrrinous area. and attach a cut shcet of thc lighting fixnres'
PROPOSED TREES
AND SI{RUBS:
o
NROPOSED LANDSCAPINC
lJotanical NanrQ
See LandscaPe Plan
Conrnton Nanrc OLranlity Sizc*
StlLrirr' Footttgc
EXISTINC TREES TO
BE III]N4O\IED:
GROUND COVER
SOD
SEED
IRRICATION
TYPE OR METIIOD OF
EROSION CONTROL
*Mininrur rcquircnrcnts Ibr l;rrrdscirping: clccidtrotrs trccs - 2 inch calipcr
conil'crous trccs - 6 fcct in hcight
shrubs - 5 gallons
Typc
OTI-IER LANDSCAPE FEATURES (rctaining rvalls, fences. srvinrming pools, etc.) Plcase spccify. Inilicate top and
botton'clcvationsofrctainingwalls. Maxinruirrhcightofrvallsrvithinthcfrontsctbackis3fcet. Ntaximumheightof
rvalls elservhcre on thc propcrty is 6 fect.
t,'n LIl'\', t,o cA't't oN VEIIt t:tcA'il oN
J his forrtr is to vcrily.scrvicc availlbility rrrrtl localiorr for ttov corrslnrclion urrrl shorrlrl bc trscd irr conjurrctiorr
rvitlr prcplring your utilily platt atttl sclrctlrrling instllluiiorrs. J'lrc locatiorr rurrl av:rilability ol'utilitics, $'ltcrlrcr
thcy bc tttlitt trrrrtk lirtcs or proposcd lirtci'^, tttrrst [rc irpprovcd arrtl vclillctl by tltc fbllorvirrg ltilitics for thc
a cc o nr;l n nyir 11; sitc plarr
t J.S, Wc.sl Ckrrnrrrrrn icaliotr.s
l-ti00-922-l9ti7
4 (rS-(r ii(r0 or 9,19-4.53 0
Prrblic Scrvicc ()9rup;tny
949-57r]l
Crtry IIall
| [ol), C'roq* Elcctric Assoc.
,.r9-5 ti92
'lcd l'lLrsky/johrt Iloyrl
'f .(1.1.
9,lr-5.5I0
l:loyd Sllrrzitl
duglc llivcr Watcr
& Snrr itatiorr Dis(r'ict *
,I'16-'1480
l:r'ctl l'lnslcc
Autlrolizctl Sig4!11s Dr-!t
A11 Utilities are Stubbed to the Lot
Letters
* Plc'asc lrring a sitc plun, lloor lllitrt, nrrrl clcvalions rvlrcrr obtlirrirrg Uppcr [aglc Vallcy Watcr ct Srnitllion
sigrraturcs, l?irc llorv rtcctls nrust bc ldtlrcsscrl. I
NO'I'ES:
| . ll'thc trtility vcrilication forrtr lrls signirturcs lionr clch oftlrc ulility conrpanics. arrtl rro
conrtllctlls arc tttitdc dilcctll'on thc Jbrnt, thc'forvrt rvill prcsurnc lhat thcrc arc no problcrrrs and
thc dcvcloprucut can pr occcd.
2. lfa utility conrpiltty has conccrns rvith thc proposcd constnrctiorr, thc utility rcplcscntativc shall
tlotc dircctly ot) thc utility vcrillcation lbrrn that thcrc is a problcnl rvhich rrccds to bc rc.solvcd.
Thc isstrc shotrld thcn bc dctailc(l itr an attachcd lcttcr to thc Torvn of Vail. Horvcvcr, plcasc
kccp in Itrind that it is thc rcsponsibility ofthc utility conrparry and thc applicart to rcsolvc
idcntilic<l plobl crns.
3. Thc.sc vcriijcations do not rclicvc thc contiactor of thc rcsponsibility to obtain a Public Way
Pcrnrit fioru thc Dcpartnrcnt of Public \\'orks at thc Torvn of Vail. Utility locations nurst be
obtairrcd bcforc digging in any public riglrt-of'-rvay or cascntcnt rvithin tlrc Torvn of Vail. A
Please see Attached
Lcgal dcscription: Lot
Addrcss
Orvncr
ZONE CHECK
Phone
Phonc
Proposcd usc
Buildable arca_
Architc{t
Zonc district
Lot sizc
Allorvcd Existing Proposed Total
rotarcRFA gd+ €Jzs =El + '{8{6 = qe46
PrimaryCRFA Z.IOZ +@25)(67s)- ZAZI + Zio3 =Zioz
Sccondary aRFA lbt + g2s) (67s*) =-?DZ6 + F13 = 1943
+ 67 5 = 425 credit plus 250 addition
Horv much of thc allorvcd 250 Addition is uscd. rvith tiris rcqucst? Nl A
T__ .__-._
Sitc Covcragc 315;CE^
Hcight (30X33)
Docs tiis rcqucst involvc a 250 Additionz tJo, 1tE gs@tt iS,{or 6tiqiHe
Sctbacks Front
Sidcs
Rear
[-andscaping
Rctaining Wall Hciglts
Parking
Garagc Credit
Drivcrvay
Minimum OU
20'
l5'
l5'
3'E!
4 tnclosed Rcquircd 6
Ycs
6
&(300) (600) (e00)t@
Pcrmittcd. Slopc lL u Proposcd Slope lO %
Yes_ No Complics with TOV Lighting Ordinancc
Arc finishcd gradcs less than 2:l (50%)
Environm cntaL/H azards
No
I ) Pcrcent Slopc (< >30%)Z b'/o
2) Floodplain
3) Wetlands
4) Watcr Coursc Sctback (30) (50)
5) Gcologic Hazards
a) Snorv Avalanchc
b) Rocldall
c) Dcbris Flow
Prcvious conditions ofapproval (chcck property filc): ol4
Is thc propcrfy non-conforming? Dcscribc: LlCr -
Trees
Utility locations
Spot clcvations
tr SITEPLAN
o
DESIGN REVIEW CHECKLIST
Projcct:
'.'". . r'-:;
Q SURVEY A FLooRpLANs
Scalc
Scalc
Benchmark
GRFA
Lcgal dcscripfion
250 additional GRFA
Lot Size
Crarvl\Attic Spacc
Buildable Area
EHU
Easements
O BUILDhIG ELEVATIONS
Topography
Scale
100 yr. flood plain
Color\Ir4aterials
Watcr Course Sctback
Roof Pitch
Environmental Hazards
tr LANDSCAPE PLAN
Existing tces
Proposed tees
Legend
MISCELLANEOUS
Condo Approval
Title report (A & B)
Utility verifi cati on form
Photos ofsitc
Buil ding material samplcs
C.O. Vcrification
Sun\Shade Angles
Utiliti es (undergroun d)
View Corridors
Variances
Plat restrictions
Scale
Building Height
Retaining Walls
Fences
Parking/Garage
TumingRadius
Driveway (access and grade)
Snow Storage
Fire Access
Encroachmenb
Setbacks
Site Coverage
EaveVOverhangs (4')
DeckVBalconies
Garage connection
Site Grade\Slope
r,f;
fad
n,sLM tlq lqa
Iown
Aa** Reruol
--==:-
75 loulh fronlage |oad
Yoll. colorado 8'1657
(303) 4792138
(3Gl) 47$2t30
olf lce ol communlly development
June 21. 1991
Mr. Pat Dauphanais
P.O. Box 1515
Vail. CO 81658
Re:Revocable Rlght-of-Way Permlt for Dauphanals-Mosely Subdlvlslon
Dear Pat:
After speaking wilh Kristan Pritz regarding your concern with filing revocable right-of-way
permils for individual lots on the above project, I spoke with Greg Hall about the issue. lt is
our feeling that it will be possible to file only two revocable right-of-ways for the projoct, One
will cover landscaping and site walls for the landscaping associated with Lols 1-24. For this,
we will reference the proposed landscaping plan for the subdivision, Greg will review each lot
at the lime of submittal, and may have comments and concerns as the lanuscape plan
develops.
The entry landscaping will be on an individual permit which references the approved design of
this area.
Should you have any questions, please do not hesitate to call me at 479-21gg.
n^^!L-
Greg Hall
Kristan Pritz
lab
cc:
lly
UppEn EnelE Vlt-lEv
WATER AND SANITATION OISTRICIS
846 tOAt5t ROA0 . VAlt COLOnAOO Btit57
(l0J) 476 /480
August 2, 1990
l.ls. Krlstan Prltz
Toun of Vall Connunlty Developnent
?5 South Frontage Road Vall, Colorado 81557
Re: Dauphinals-l{oseley Subdrvislon
Flllng l, VaiI, Colorado (2{ Slngle
fanily lots and I duplex lot)
Dear Hs. Pritz:
The VatI ValIey Consolldated llater Dlstrlct and Upper Eagle Valley
Consolidaled Sanitatlon Distrlct uill provide domestlc sater servlce and seuer
servlce to the above referenced development.
The Districts have excess capaclty to process donestlc valer to l[s
constituents at the present tlne. Accordingly, upon compllance vlth the Rules
and Regulatlons and the paynent of approprlale tap fees, the Dlstrlcts vlll
provlde donestlc uater servlce and seuer service. Constructlon of aIl naln
Ilne extenslons 1s the responsibllity of the developer; hovever, all .
constructlon dravlngs must be preapproved by the Dlstrlct.
Any addlElonal flre servlce, (1.e., fire hydrants), that need to be added to
lhose already exlsttng vlII be at the expense of those requestlng the servlce.
o
,/
The addltion of Backflov Prevent,lon Devlces
DoDestlc l{aLer Servlce, vhere requlred, are
Slncerely,
UPPER EAGTE VATLEY COIISOTIDATED
SAilITATIOII DISTRICT
\^-O\ [o.\aes-
Fred S. Haslee
Dlstrlct flegulatlons Adnlnlstrator
FSH:Jan
on the Flre Se/vlce and on the
neces s ary .
rll pa.Trqrpa'rNc orjrRrcrs - aFRowfrEAo METR. wa rER. avoN METR. wATEFr . .,€avER cRgEt< METRo wAaER . aeRRy cREEK METFo warER r/aG>t
a\
EA6LEva'LMErFowo"*'"o*""L,r;:::::::::,::::ifiT:':?""rJ;:::";"':ff::vALLEvcoNsoL'!oArEosaN'|ra'oN
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C-I-RIC ASSO\-IAT
v
. HOLY CROSS E r-E,
1799 Ht(;HW,\Y $2
I. O. DRA\r nR l!50
(;LliNwool) sPRIN( is. col-ott.\t){) srh0:
August 2, .|990
ION, INC.
AREA CODE
303
945.5491
Ms. Kristin Pritz
Planning Dept. , Town of VaiI
% Dauphinais-Mosely Construction, Inb.
1,1r. Pat Dauphi nai s
r. u. uox lb rb
Vai l, C0. 81658
RE: Lionsridge, Lots 1-19 Resubdivision
Electrical Service
Dear Kri stin:
lloly Cross Electric Association, Inc. is jn the pfocess of compieting our
primary electric installation within the above mentioned project. tlJe
have already received funds from Dauphinais-Mosely Construction, Inc. for the
estimated cost of this project. Primary electrjcal service installation
should be completed by mid-August.
Should you have any questions, please call me at 303-949-5892.
Si ncerely,
H0LY CR0SS ELECTRIC ASSOCIATI0N, Inc.
Engineering Service Supervi sor
Wl0#12235:5167: Li onsri dge ,Lots 1-19 Resubdivision
lw Tt1:
tT ' //'f 1l I terltage \-aolevlslon
I',O. Rox 4J9
0140 lvtetcalf Rord
.'\,. on, Colonttlo I t620
( irll) e49-5510
AugusE 2, 1990
To whom it may concern,
lleritage Cablevision w111 provide cable servlce to
che Dauphinais-Moseley subdi.vlsion, filing ill ' At this
time the cable is in Dlace at this siEe.
Sincerely,
6t-t\*L A/ "A,fJ
Mark G. Guzlnski
Ileritage Cab levls ion
Lead Technic ian
Isl#tVEST'
, . COMA,IIJNICAI'ONS @
Bax 3O5o
otLlort, Cnl-a. 8o43-G
SUBJECTI
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\,$
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fueurl atQ Un t L
77on C/ Vt+r L kP/. H Cornn).zn/lY ,kve(opmenl
75,5. Fran/n-gA ,4d. r/.
V,4tL, (oLc. B/6s?
co.MMUNICArorys @ VelOP.nznf
,4ct# e ,,7C
lll.'luEsf '
I
CF{iEts . CJO H HtsP (t5 .c)€o c) ts.
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Public Service'Publlc Servlce
Gompany ol Colorado
P.O. 8ox 4An
Minturn, CO 81645
t303) 949-5781
August 2, L99O
Ilc&/n Of Vail
Ocnrntnitv Deleloprent Deparbrent Attn: Kristan Pritz, Director
75 Souti Frontage Road
Vai1, @ 81557
Dear ltistan,
Please allclnr ttris letter to senre as evidence that D.M.C.,Inc., the der,aelof:er of Iots l-19 Lions Ridge Lane, has
satisfied Public Senrice Cornranyts reqr:est recn-rirenents. All
necessali/ natural gas system desigins are onplete at ttris tire.
D.M.C. Inc. has signed the necessary f.acility agreenent and
remitt€d the required. cash ontribution for the facility jn-
staLlation.
Increased denand for Public Senricre Oonpany's services
ct:rilg this year, and the limited rnanfpwer to satisff tJ:is de-
mand will require efficient job schedulino. Public Senrice
Conpany crews are prepared to begin construclion at'this tine.
Please let ne knc,$r if I may be of additional assistance
in providing infornation related to this deveJ-opnent.
Representatirre
GI:Imb
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N
I,AND TITI,I
E GUARANTEE "tPANY
Repreeenting old Republic National Title rnsurance company
OI^INERSHIP AND ENCT,UBRANCE REPORT
Order No. 0802253
Thls report Ls based. on a search made of documents affectlng the record
title to the p."p"iiy-Oescrlbea herelnafter, searched by leqal deecrlptlon
and not Uy thl names of grantor or grantee. coneequently, the information
a6 to record o$rner is taken fron the mogt recent recorded Vesting Deed, and
iha infotmation as to existing encumbranceg reflects only those documents
oi record which specificallf describe the subject property- by legal
aescription. nncurnUrances not included are those of record which refer to
the owner of the property or any other person having an interest therein
which are f iled 'Uy i1u."'onty aira do not include the legal description. of
the property. N; informallon is .furnlshed relative to ea€tementg'
covenant;, condltlonE and restrictions.
--Charges--o&ERePort
This certlficate is dated :
$75. oo
August 30, 1994 at 8:oo A.M.
Addrees:
Record owner3
DAUPHINAIS-MOSELEY CONSTRUCTION INC. ' A coLoRADO CORPORATTON
Recorded date of deed in to above oldner: octobet o2t 1988
Docurnentary Fee on above deed: $65.65 i
Legal DescrLption:
PARCEIJ A: I
DAUPHINAIS-MOSELEY SUB, TILING NO. 1, ACCORDING TO THE PLAT RECORDED AUGUST
23, 1990 IN BOOK 536 li pncn 221, couNTY OF EAGLE, STATE OF
cotoRADo. (pREvIoUsLy KNotlN As L6Ts 1, 2, 3, 4, 5' 6, 7, 8, 9, 19, LL, L2,
13,L4,!5,L6,L7,18,AND19LrON'SRIDGESUBDIVTSTON'FILTNGNO'3
ACCORDING TO THE PLAT RECORDED SEPTEMBER 10, 1979 IN BOOK 29O AT PAGE 794')
PARCEL B: LOTS 20, 2L, 22,23, 24,25 AND 26, BLOCK 2' LrON's RrDGE suB.,
FfI-,ING No. 3, ACCoi{DING'Io TIIE PLAT REg6RDED gEPTEMBER L0, 1'979 IN BooK 29o
AT PAGE 794r COUNTY OF EAGLE, SrATE OF coLoRADO. EXCEPT FOR: LOTS l-t'3' 4'
5, 2!,23 AND 24, DAUPHINAIS-I'IOSELEY SUBDMSION, FILING NO. 1' AND PARCEL
c: pARcEL D, A iEsUBDIvIsIoN OF PARCEL D LfSNSRIDGE sUB, FILING No' 3 AND
TRACT C DAUPHINAIS-HOSELEY SUB, FILING NO. I ACCORDING TO THE PLAT RECORDED
APRIL 14, L994 IN BOOK 637 AT PAGE 54O, couNTY OF EAGLE, STATE OF COLORADO'
We flnd the foLLowlng documenta of record affecting subJect propertys
PAGE
o ANTEE COMPANY
RepreBenting old Republic Natlonal TItIe rnsurance Company
OWNERSHIP AND ENCI'ilBRANCE REPORT
Order No. 0802253
'
DEED OF TRUST RECORDED July 13, 1989 IN BOOK 509 AT PAGE 815.
ASSIGNI.IENT OF RENTS AND OTHER RIGHTS RECORDED JUIY 13, 1989 IN BOOK 509 AT
PAGE 817.
EXTENSION OF DEED OF TRUST RECORDED February 12, 1990 IN BOOK 522 AT PAGE
948.
ExTENsIoN oF DEED oF TRUgT REcoRDED August 06' 1990 IN BooK 535 AT PAGE 63'
DEED OF TRUST RECORDED Auguat 27, 1990 IN BOOK 536 AT PAGE 382'
ASSIGNMENT OF RENTS AND OTHER RIGHTS RECORDED August 27, 1990 IN BOOK 535
AT PAGE 383.
EXTENSION OF DEED OF TRUST RECORDED February 20, 1991 IN BOOK 548 AT PAGE
8.
EXTENSION OF DEED OF TRUST RECORDED August 09, 1991 IN BOOK 559 AT PAGE
' 603.
DEED Or TRUST RECORDED October oB, 1993 IN BOOK 621 AT PAGE 679'
ASSTGNUENT OF RENTS AND OTHER RTGHTS RECORDED OCIObCT 08, 1993 IN BOOK 621
AT PAGE 680.
NOTICE BY DISBURSER RECORDED October 08, 1993 rN BOOK 621 AT PAGE 681'
PARTIAIJ REI'EASE OF ASSIGNMENT OF RENTS RECORDED DECEMbCT 20, 1993 IN BOOK
627 AT PAGE 874.
PARTIAL RELEASE OF ASSIGNI{ENT OF RENTS RECORDED Decenber 20' 1993 IN BOOK
627 Al PAGE 875.
RE9UEST FoR PARTIAL RELEAgE oF DEED oF TRUST RES9RDED January 28, 199i IN
BOOK 630 AT PAGE 981. i
REQUEST FOR PARTIAL RELEASE OF DEED Or TRUST RECORDED January 28' 1994 IN
BOOK 630 AT PAGE 982.
STATEMENT OF LIEN RECORDED May 13, Lggl rN BOOK 640 AT PAGE 272.
DEED OF TRUST RECORDED May 20, 1994 IN BOOK 640 AT PAGE 734.
/^ ASSIGNTTENT OF RENTS AND OTHER RIGHTS RECORDED litay 20, 1994 IN BOOK 640 AT
, PAGE 735.
o . I,AND TITLE GUAR
PAGE 2
(
1r;:
LAND rrr"P cuARANTEE "tPANY ' Representing old Republlc National Title Insurance company
OWNERSHTP AND ENCI,I.|BRANCE REPORT
order No. oE02253
NOTICE BY DISBURSER RECORDED May 20, 1994 IN BOOK 640 AT PAGE 736.
,
ThIs report does not include the results of any gearch under the names of the
propert-y owner(s) or the General Index. Should such a search be deslred
lfelee contact us for a separate general rndex report.
f,labtllty of Land Tltle Guarantee Company under this Owner and Encumbrance
report is llnited to the fee received.
Bv: Ifu)u1' !{a'Ltlt''-e t
I
PAGE 3
LANn TrTL? TjuARANTEE 'r|l'l FANY
a\
Represent'in:r 'fible Insurarrcc, ll,JtlrFa.rr'r' r:, l: Pli nrreFt' ta
THANI{: Y|JU FEf( Yi:rufr r:rRnER
Ausust 34' 1:?gLl
tlrlr' tJrder.: V1?435
E{UYER!
NAUP}{INAI$*T4I]FELEY I]trNETRUI:TIL:tN INC.' A I]OLORAEIO
[:I-RFEIT{AT I TIN
SELLET{:
AtrDRES$!
trI]T4MERI]IAL FENERAL SAVINGS ANN LCIAN AEE|]IATIEN
Et_IFER ANn C|:THFANY
TIELIVER IN VAIL RUNE
1 Attrr: 0RAN FALNATEER
ELCISER
I Attn: FAIL
cr:rP IEgi
t /\ttrrl
MINNESOTA
TITLEA
5440 Ward Roed
Arvada, CO 80002
420-0211
3300 5o. Parker Rd.. Suile 105
Aurora, CO 80014
75 | -4336
lSlO 30lh Slreel
Boulder, CO 8030 |
444-4 | 0 |
200 Norlh Riclge
P. O. Box 2280
Brackenri<Ige, CO AO421
453-2255
5 | 2 Wilcox
Caslle Rock, CO 80104
688.6363
21 2 Norlh Wahsalch
Colorado Sprlngr. CO 80903
631-4821
LA}ID TITLE
ComrnitlnentTo lnsure
GUN:IAN]'EE
CCJfi/I?ANY
lsxnd thrugh the Otfie of:Soulh Fronrage Road
P.O. 8ox 357
Vail, CO 81657
476-22s1
3030 S. College Avenuo
Suile 2Ol
Forl Collins, CO 80525
482-09 | 5
,7lo klpltng Slteet
Likewood, CO 8O215
232-31 I I
3609 So, Wad3worth
Suile I | 5
Lakewood, CO 80235
988-8550
| 1990 Granl Slieel
Suile 220
Norlhglenn, CO 8,0133
4s2-0t19
19590 Eosl Moin
Parker, CO 80134
84 l -4900
108 Soulh Fronlega Rood W.
P.O. Box 357
Vail, CO I | 65 Z
47 6-225 |
w.108
P. O. Box 5440
Denver, CO 80217
321- | 880
Sanford Place 2
Suite 301
7979 Easl Tufls
Denver, CO 80237
779-0220
8333 Greenwood Boulevard
Denver, CO 80221
127-9353
| 20 | Maln Avenue
Durango, CO 8130 |
247-5860
685 | South HollY Clrclo
Englewood, CO 80112
770-9596
t"A!t!D T'['Tl.iH
GUAINNTEE
COMPANIY
TITLEA
Currurf rerrt'lit hmure
AUA Conrrnitrncnt- | 970 Rev
Tllt.E INSUnANCE CoMPANY 0F MINN[S0 tA. a Minnesota corporation. herein called the Company, for a
vahra5le conskleration, hereby contmils to issue its policy or policies of title insurance, as identilied in
&:lrcdulc A, irt lavor of t[o pn4xrsul htstrre,{ natrrcd in Schctlule A, as owncr ot mollgagee ol the estate or
l"rer.rf -uctod hereby irr tire iarxl rJosuiberl or refered to in Scherlule A, upon payment o[ tlte^premiums and
clarges tlerefor, all su[ject tu the provisions ol Schedules A and B and to the Conditions and Slipulations
Irrrreo[.
Ihis Commifnmnl shall be elfeclive only when the identity ol the proNsed Insured ard t[e amount ot the
fxrtrc'y oi poticrcs .onrmittetl lor |ave fioen inserterl in Scficdule A hereof by the Cornpany, either at the time
of tho issuarrce of this Comnritrnent or by subscquent erldorsement. .
This Commilment is preliminary lo the issuance ol such policy or policies of title insurance and all liability and
ofrfiririor,i t'urounrtel sirall ceaie anJ ferminate six monihs after ihe eltective date hereol or when the policy
u, iriil,,i ,r ,,uurtrirted [1r slall issuo, whichever litst occtrrs, providerl that the failure to issue such policy ot
policies is not the fault ol tlte Contpany.
MINNESOTA
CONt]II IONS AND SIIPUIATIONS
l. The tenn "mortgage", when used herein, shall inclurle deed of trust, trust deed, or other security inslrument.
2. lf tle prgposcd irrdired has or aquires actual knowledge of any delect, lien, encumbtance, adverse claim
or ot6er matter allecling lln estato 0r interest or nrorlgage weon covered by this Cornmitment othor than those shown in Schedule B hereof, and shall lail
to disclose
C'mpany at its gption may amend Scherlule B of this Conrmitrnent accorrlingly, bui such anrentlrnent shall not relieve the Cornpany lrom liability previously
incuned pursuant lo paragraph 3 of these Conditions anrl Stillulations.
3 Liatrility oi the Conrpany unrler lhis Comnitment shall lre only to the namerl proposed Insured and such
parties inclurle6 unrler the delinition of Insured irr the torm ol policy oi polLics.comnritted {or anrl only lor actual loss incuned in reliance hereon in
"^dertaking in 0oorl faith {a)to comply with the rerluiremenls hereof or (b}to eliminate exceptions sltown in Schedule B' ot (c) to acquire or create the estate
|lerestormortga0elhere0ncove]0(|byl|risCornmitnrerrt.
policy or policies cormitted lo; in iuu6iof rfre proposeiirrsure,J which are hereby incorporated by relerence and made a part ol this Colnmitment oxcept as
enpressly modified luein.
4. Any action or actions or rights ol action that the proposed Insured may ha-ve or may bring aqainst the,
Company arising out of the status of the title to the eitate or interesf or the ilatus of the mortgage thereon co'aered by lhis Commitment must be based on
and are subject to the prwisions ol this Commitment.
STANDAND UCEPTIONS
ln addition to lhe matters contained in the conrlitions anrl stipulations and Exclusions from
coverase above relerred to' this commitmtilili.l:l
:i,ul|i:t
trt tH:llion*o'l3;rrrion
not shown by rrre pubric records.
2. Ealernents, or clairns o[ easements, not shown by the public records'
3. Discrepancier, ronttirtr in boundary lines, shortage in area, encroachments. and any lacts
which a correct survey and inspection ol the prenrises woukl tlisclose and which are not shown by.the public records'' 4. Ahv lien, or right to a lien, for services, labor or material theretofors or hereafter lurnished,
irnposetl by law and not shown by the public records-.' 5. 0efects, liens, encuntbrances, adverse claims or other matlers, if any, created, lirst
appearing in the public recortls or attaching subsequent to tlre eflective dite hereol but prior to the date the proposed insured acquires
oi iecordior value lhe estate or intersst or mortgage tltereon covered by this Cotnmitment'
lN WITilESS WHf nfOf, fitte In!urance Company of Minnesota has caused its corporate
name and seal to bo hersunto aflixed by its duly authorizeO oiticbrs on thB date shown in'schedule A, to be valid when countsrsigned
by a validating ollicer or other authorized signatory'
nTE lNsuRANcE coMpAr,ry 0F MTNNES0TA
AStockConpw
ltr.SocordArnua $ulh MimWlis, ttmesob W)l
€ll fnor*a6---'
Autio*ed Signatory
O^n,
TIM Form ?5C2
Atlest Secreaary
ALrA ,l ,ilITt't ENT
E;!:l-lEtrUL-E /\
Aepl i,:ation Nn. V124?5
Fc, r. I rrf:c,rnrat i an 0nl v
- Charses -
ALTA ouner Fql lcr $7?6' r](J
$ I :rrl. r-rcr Taxcerttt:-TDTAL-- $$F6...,0
With vr,ur' renri ttarrce pl ease nef er' t'r V12435'
1. Effective l-tate: Ausr-tst'10, 1?13$ at il:rlr'r A'M'
?. Pol lcY ta he irsuedr arrd prorosed Irtsured:
,,ALTA,, rlurrerrs Fol icy $616,5tltl.('J0
Fornr B-l?7rlr (Amended lCt-17-7Cf)
Fr'rpc,sed 'Irrsured:
nAuFHIN,lIS-flrl:3ELEY LITINSTR|JETI|fN INE., A r:EtLCrRAtrO r::DftFfiRATIDN
3. The estate or irrterrgst irr the larrtJ describe,J or'r'efc"rred to in
this f,'lmffri.tnrent and c'lvered hLzreirr is:
A Fee Sirrpl u
,
4. Title t-n the esta,te or interest cnvered hrerein is at the
effective date her'eof vested in:
EONMEREIAL FENERAL SAVINIJ$ ANN LOAN A.5O[IATIflN
5. The lan,J refer're,l ta in this Conrnritnrent is descrlbed as
f o I I ,-ruls:
LET 1 THT{I:II-IEH ANN INELIJLIINIS LOt I&, BI C'CK T LIEN":-:I F(INIJE
$UFDIVISIBN, FILING NI]. 3, AC:ENRNING TO THE PLAT RECCTREEN
SEFTEMBERl(:''T.97?INBI:I[I{I?OATPAfiE794,I::I]UNTYI:'FEAELE'
STATE BF EOLC'RANI:I.
PATiE 1
ALT'A ,-Q,tHITMEN, O
E:l:l-lELrLlLE B.- I
(Re"rrrir'enrent's ) /\ppl ir:atiort Nu. Vl1435
The f c,l I aulins ar'e the requir'emen.ts ttr be csrrpl ied uithl
1. PaVment tc, C,r for ttre aC':'lUrrt *f t'he grrarlt,:r'g nr ffr'trtsa9Or5,ll:
t-tre ful I cc,rrsideratinn f tr' the estate c,r irrterest tr' be
insrlred.
2. Proper irrstrunrent(s) cr'ea.tine ttre estate ':,r'irrter'est tr., he
lnsured muSt be ertecUted arrd drJl'r f ilc"d f t,r rec':r'd' to-trti t!
:3. EVIDENI::E SATIEFAITI:IRY Tfi THE CTIHF.ANY THAT THE TERI'I.5' I:TINTIITII:INE ANN
FRI:IVIIiIONEI NF THE TI:II^JN I:tF VAIL TRAFI::|FER TAX I.IAVE FEEN SATIE;FIEN.
4. I^IARRANI.Y IJEEI] FRCIl'I I::I:II-4IqEftI::IAI- f:ENERAL SAVINL]S ANN LflAN A$CII::IATII]N TO
NAUPI.IINAIT:-I-,IOSEI-EY I::TINSTRUI:TIilN IN|]., A trCILI:IRANI:I TI]RPORATICIN CONVEYING
SUBJECT
':.III]]]ERTY.
===
THE I:EUNTY t]LERl{ ANF F{EI]NRTIERS L]FFIfiE RENLIIRES fIETURN
AtrnREetlrEEr tlN IrCil:;Ul"lENT$'iENT Fr:rR RECCTRnINTj! !
FAFE 2
ALT'^ ,-Qf1 Pr It't"t Ett r
'.:J::l-lErrr_tt-Ei [t-t
pol icY oF F':'l icies t r-,
I nutirrs r.lrr I erss the sa.nre
( El::,::eP ['i i rrs ) APPI i.,:al;ir-'rr N,:,. V1 :'435
L,e issue,J rrlil I cc,ntairr e)r:cePtiorrs t'r thc'
a.t€ rl i. spr,se,J r:r l: tr:r the satisfa':bic'rr c'f The
fol
the
t
h.
ll
':r llr Pa fr'r' !
5t-an,Jar.,J E:q,:ert-ir-,rr5 L tfrrrrr:srh ij pr'it'rtc',J,lrr tfre c'lv.'r'sher-'t'
Taxes arid agsessrr€nts n':'t i'et due Ef PaYable arrj EPt3':ial
;rli5e$snrentsi n':'t .r'et cer.tit-ie,l t,: tfre T r'ea.sur'er'' s lffice.
AnT rlrrpa i,l taxes rrr. assLrssrrerrts asainst said larrd.
Lierrs l: r_r1. 11lip4id utater ;rrr,l 5euer. ':har'ses' it arri'.
7.
t7, RItjt{T rlrF FRr-TFRIETOR t:rF A VEIN r:rR LtrfrE Tr:r EXTtlAr::'T ANII REt'lr:lVE fl IE ORE
THEREFRT:IM:i]-||:|tj|-Ll 1.1"|E 5A|"lf: HE f:|:||.-|Nn TtJ FEN|ETRATt.:1..|R INTERLIE|]T T|lE PREMI:iE5
ASREFEIIVI:ttIhlLlNITEnS'rATEL::FAlEllTREC:r:rRtrEl]AusustIt"l.:"'t'tc')'Illtttltltl';4L1AT
FAGE 54:.
111,, nIr:iHT r:rF t^JAy FnF{ 11ITr::t-lE:3 r:rf{ r::ANAL::i r::t:rNrjTFl-h:-fEf BY TllE AUTHTJRITY nF THE
UIIITETI::;TATEs A'; REf;Er{VETI IN LINITETI 5TATE5 F'ATENT FEC:LIRTIEN AUSI'ISt 16' 1'T?CI?'
IN F-il1|]1{: 4:::! i\.f F/\r]E S4::"
t t. ttEri-rRIr:I'IVE r:nvENANT'8, 111'11r::l-{ nr:r Nr:rT r:.:|1NTAIt'l A FTJF{FEITI-IRE r:rR riEvEF{TER
t::LAt_t:iE, Lit-tT r:tl.,l ITTINTj REliTr(Ir::TIt:tNli , IF ANY, BAf;Ett nN ftAl-:E' t::r:llr-lR' FELIGI[rN'
FR NATItJNAI- t:rRItjIl.l, 1l::; t::r:rl,lTAINEfr IFI INSTRI-ll'l[:NT REr:r:rfttrE[r :iertetrrhr-"r'iio' t'?7t'
IN l1r:p:rt,:::l;,F Af F,A6E 44::t ANfr A'; AMENITEII IN IN';TRLI|-1ENT f{EI::L:TRFEI-I EepL'1r'bL:p'!'ir''
Lp7t, If! F1[r]t,l'::::i /\T FArl,E iiliS Ahltl AE: Fe-riEr::r:rftnErr IN IN:3TRI-IMENT REIIOF{EEB
,_tarruar..'. it!, 1c.,74. 1 Jt,l gr:il:rl,i :.j:Fl AT l"Ar:iE 5::t,
1?. UTILITY EASENENT::I TWENTY FEET IN I,.'ITlTH, TEN FEET IJN EADH::;INE I'JF ALL
INTERiTIR Lor LINES ANtr A FIFTEEN Ftr:rT Ltrlt-ITY EA::IEI'IENT ALt.tNr]i ANn ABUTTINT:i
r:rN ALL EXTERL'JR t-r:rT t-INEE AE RF-:IERVEn rJN THE r{Er::Or{nEn FLAT Fr:rr{ LIr:fN',$ RIErr-iE
SLlFtrIVI:iIuN, F ILINT: llr::r. t.
13. UTILITy EA::;EHENT AE TiRANTEt-r -fr:l t-lr-rLY r:Rr:rFE f:LFr-iTf(ID A5:1Dt:IATIT:rN' INE. IN
IN!,TT{UHFN'I REL:I:IRNELI AUIiU::;]' ::4, I'i'l:.7 IN EI:ILI}': ?11 AT PAGE ICI::t ANN REI::I:IRTIEN
,-JUNE 1'7, 1';,'7:1 l.tl l:jl-JDli ;j:l'7 61 trf\r-iE /-,55 l\Ntl t{Er:tJIttlEF '-ll-lLY :-J1 ' L''t7} IN Hqr-]}i
130 AT F'AtiE 351.
t.4. ArjREEr,tENT r-rETt1EEN 'rAyvEL tiNVIrrlNt,lENTAl- LANIJ rl:r-rl4FANY ANEr l'lul-tNTAIN STATE:i
TELEFr;lr:.rNE ANn'IELET:iRAFft r::r:TNFANY FRr-.rVIIrINCi Fr:rR TELEFHT:INE INgTALLATItTN ANtt
,jEtivIr::E TIJRr:rt_tr:it-lr:rl-lT LIr:rN":i fitl.IlE til-lBLr IVI:::l.r:rf,l, FILINTi ND. i r{E|]r]RnEtl
f;EPTENIJ[ill !7, 1 177i! I tl [rr:rr-rl.l 131 A-f F AL]; :1:? I '
F,AI:iE .:l
JTLTA ,l,t,t NITr,r ENT
€:I::}JEFULH L1*i:
(Er':cepti,rns) Apnl icat'inn N,r. V1l43F
I IRING ANTI OTI"IERWII:iE TIPERATING UTILITIEET
SITUATETI flN ANTI I.INI]ER E:AIII F'RI]FERTY I]E$IJFIBEII IN INETRUI-'IENT
'IEI]ERIJEtr FEBRLIARY 14' IC..'77 TN I|IJUI.; IFT AT PALIE 5S5.
1&. EASEHENT [:I:IR AIJI]8,55 AT'IIJ EIIFEIJE fiN T|.IE RI:IATII,IAY I.1I:IN:ITRI-II::TETI ANN EITUATEE
ALI:INIi TI.IE NIIIITHEA$ ERLY BIIUNNARY I:IF $UF.-IEC:T FRI]FERTY TIE$C:RIE1EE IN
INSTRIJI'IENT IIEI:IJRNEN FEBRUARY 14, 1?77 IN BLII:II.I I'iT AT FAIJE 55:=' ANN Af, E:HBI,IN
IIN
'IEfiCIRTEN
PLA'T FCIF{ LII:II{'ii RITII:iE $LIFTIIVI::;ICIN FILIN6 Nfi, 3.
17. MATTEIIS EONTAINETI fiR T{HFERREN T'1 tJN TI.{E FLAT I]F LII-lN'::. RINFE E;UEBIVISION
FILINfr Nfl. g RECLIR|JETI SEF'TEI"IBER lC,, I?7? IN B|:ICII{ ?PCI AT PA6E 774, EUT NCIT
I-IMITETI TI]I
A. TI,IENTY f:t]IIT EA.SET,IENT FIJR EXIISTINIJ ITDAI] ANN EIEhJER ENI:RDAIHMENT ADRI]:5S A
FART UF TIJE r:lr:rU'IilEF(LY FCTRTIT:IN fiF Lot I' Blc,ck 3 Ar3 SHCrt^fN trN TllE PLAT'
B. TI.IENTY [:NET $EWER EASEI,IENT T}{RDUI:iI.I LI:IT5 14 ANTI IE' I]LBEI4 2 4.5 ::IHEHN CIN
THE PLAT.
t:. RE$ERVATII:IN I]OI\ITAINEII fiN l.HE FLAT bIHEITEFY BUILNINIJ FERMIT$ F']F LUTS 1
THRt]tJLlH ?7, EILLII:H ? WILL NilT BE ISSUETI LINTIL LIf,TE: tg' BLOI::I{ 2I:3 TIETTICATEN
I -ftl TliE TCrt.lN rlf: VAIL.
T.8. TERHs, f,EINIlITII:IN:3 AI'ITI PRI-JVISI|:lNLi I:IF ANNEXATIDN AIJF{EEMENT REI]I]RNEF NovenrbeT
CII, I?85 IN BIJ':IH 4TS AT FAIJE ?36 ANB IN BI:IOI,.i 4i{B AT F'A$E ?:17.
1?. EASET4ENTE, RESERVATINNEI ANN ftEIJTRIETII]N.5 AEi €;HLIWN ANN RESERVEN I:IN TFIE .
I1Ef,CIRNEN PLAT CIF LIflN'S RINI:iE SUBTIIVISIfiN, FILINIJ NB. 3.
a
FATiE 4