HomeMy WebLinkAboutBIGHORN 5TH ADDITION BLOCK 7 LOT 4 LEGAL (2).pdfDesign Review Board
ACTIOil FOR]II
Department of Community Deyelopment
75 South Ftontage Road, Vail, Colorado 81657
tel: 970..{79.2139 fax:97O.479.2452
web: www.vailgov,com
Proiect Name: MONCRIEF ADDfiON DRB Number: DRB08@23
Project Descriptlon:
RNAL APPROVAL FOR AN ADDMON OF GRFA
Pa]ticipants:
OWNER MONCRIEF,ERNESTTRUSTEE OLI28I2OO8
10 WANDERING RILL
IRVINE
cA 92715
APPUCANT BOMER CARPENTRY & TRADE SERV01i28/2008 Phone: 970-376-s033
PO BOX 273
VAIL
co 81658
License: 858-B
CONTRACTOR BOMER CARPENTRY & TMDE SERV01/28/2008 Phone: 970-376-5033
PO BOX 273
VAIL
co 81658
License: 858-8
Prcject Address: 4788 MEADOW DR VAIL Location: 4788 MEADOW LANE
Legal Description: lot:4 Block: 7 Subdivision: BIGHORN sTH ADDilON
Parcel Number: 2101-131-0400-4
Comments:
Motaon By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
ACtiON: STAFFAPP
Date of Approval: 01/30/2008
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: 201
DRB approval shall not become valid for 20 days following the date of approval,
pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: MCHEL FRIEDE DRB Fee Paid: $3OO.0O
Additions-Residential or Commercial
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2128 fax: 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to
the'su-bmittal requiiements for the particular approval that is requested. An application for Design Review cannot be
accepted until all required information is received by the Community Development Department. The project may also need
to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses
unless a building permit is issued and construction oommences within one year of the approval.
Locataonof theProposalz tot: ( awcr:7 ,*o,o^, rB,e]*,uSJ,' 4
r t./r,. / /e
2o.Lr*,o n
o)c
@ c c
A)li
Physical Address:
Name(s) of Owner(s):
Ma-ling Address:
(Contact Eagle Co. AssessQr at 970-328-8640 for parcel no')
zgr-
t'4 -,-(i '>t 4 'T<t
$s0
No Fee
$65e-{ $roo :
$2s0
$20
$20
No Fee
3
Type of Review and Fee:
D Signs
D Conceptual Review
D/ New Construction g( aooition
E- Minor Alteration
(multFfamily/commercial)
D Minor Alteration
(single fa mily/d uplex)
D Changes to Approved Plans
tr Separation Request
Plus $1.00 per square foot of total sign area'
For construction of a new building or demo/rebuild.
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and retaining
walls, etc.
For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and retaining
walls, etc.
For revisions to plans already approved by Planning Staff or the Design
Review Board.
Owner(s) Signature(s):
Phone:
E-mail Address:
TOWN OF VAIL, COLORADO Statement .*********,t*****'f************************************+*++********+***,t***************a*******
Statement Nunber: R080000108 Amount: $300.00 OL/28/2OO8O4:27 PM
Payment Method: check
CARPEMIRY AND ERADE SERVICES
Init: iIS
Notation: 1433/BoMER
ACCOI}IT ITEM LIST:
Account Code
DR 00100003LL22AA
Description
Permit No:
Parcel No:
site Address :
L,ocation:
This Palment:
DR8080023 r\4)e:
2101-131-0400-4
4788 MEADOW DR VAII,
4788 MEADOW I,ANE
C2 nn nn YJvv. vv
DRB - Additsion of GRFA
Total Fees:
Total ALL Pmts :
Balance :
$300.00
$300.00
$0.00
Cuffent Pmts
300.00 DESIGN REVIEW FEES
Zone Check
Date: 1/30/08
Legal description: Lot 4
Address 4788 Meadow Lane
Owner: Moncrieff
Architect
Block 7 Filing Bighorn Subdivision 5h
Phone
Phone
Zone district: P/S
Lot size= .5221 aelles
TotalGRFA
Proposed use
Buildable area
Allowed Existinq Proposed Total Remaininq
7506 See below
Primary GRFA +(425) (675*) =
Secondary GRFA +(425) (675*;=
* 675 = 425 credit plus 250 addition
Does this request involve a 250 Addition? No
Note: This application is to finish basement level. Apparently, the basement was approved under previous
approvals, but proper documentation was not found. Applicant applied for DRB addition. He did not do
basement calculations for deductions of below-grade portions of the basement level. However, including
basement, the project has enough GRFA to be built. In the future, basement calcs will be necessary to fully
understand GRFA.
GRFA Calculations:
Main level: 2.71 1
Garage Credit (600)
Upper Level: 2,465
Existing Total: 4,576
Basement addition (may have been previously approved):
1,880 sq ft habitable area
830 sq ft crawl space (unsure of ceiling height)
Most of the basement is below grade, so most would not count. However, the applicant has not provided proof of
this. So,evenif all basementlevel iscounted,thetotal GRFAwouldbe7,286. Inthefuturewhenadditions
are done, the basement will have to be analyzed for below grade percentage. For now, it is confirmed that the
basement addition will still keep this property under allowable GRFA.
TOI,IN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 8L657
970-479-2138
FileDlace InfordaEion: ReBtricEed: Y
ilob Address... z 4788 MEADOW DR
LOCATiON : 4788 MEADOW DR
Parcel No..... : 21-01-131--04-004
Project Number: PRJ97-0119
APPLICANT
COI.ITRACTOR
OI^INER
Description:
INSTATL GAS LOG SET IN NEW SFR
Phone:
816 01
Phone:
81-50r_
Valuat.ion:
970-945-]-313
970-945-t3L3
2,800.00
#of wood/Pa11et:
7S ,00
?9.00
*of eae Loga: 1
Mechanical--->
Plan check- - - >
Invest igation>
will call---->
50.00
15 .00
.00
3.O0
.00
. oo
78 .00
ReetuaranL Plan Revier- - >
DRB Fee--------
TOTAI, FEES-----
Total calculated Fee6- - - >
Additional Fees---------> .00
Totsal Permit Fee------ -->
BAI,ANCE DUE----
Item:05100
02 /L7 /L998 Item:05600
02 /17 /L998
BUILDING DEPARl'lvlENT DepL: BUILDING Division:CIARLIE ACIiON I APPR CHARIIIE DAVIS FIRE DEPART'IvIEITT DEPT: FIRE DiViSiON:CIIARLIE Action: APPR N/A
_or -rfponrie0 )_ | /- /6 r_>,.
DEPARTMENT OF COMMIJNITY DEVEI-,,OPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMBS
MECHANICAL PERMIT PermiL #: M98-0015
STAtsuS...: APPROVED Applied..: 02/L7/L998 rssued...: 02/L7/L998
Extrrires. . : 0e/L5/L998
SUTTON INSIJLATING WEST, INC.
5398 CR 154 #1, Glenwood Springs, CO
SUTTON INSI'LATING WEST, INC.
5398 CR l-54 #1, Glenwood Springs, CO
MONCRIEF ERNEST - TRUSTEE
10 WANDERING RILL, IRVINE CA 92715
#of cas Appliances:
FEE SUuMA.RY
CONDITION OF APPROVAL
]-. FIELD INSPBCTIONS ARE REQUIRED TO CHECK EQR qqDE qOMPLIANCE.
2. COMBUSTTON ArR rS REOUTRED PER SEC. 607 OF THE 1991- UUC.3. INSTALLATION MUST CONFORM TO MANUFA TURES INSTRUCTIONS AND
CI{APTER 9 t]MC 1991- EDITION 4. GAS APPLIANCES SHALI-, BB VENTED ACCORDING TO CHAPTER 9 AND
SIIALL TERMINATE AS SPECIFIED IN SEC.9O6 OF TITE 1991 IJME.5. ACCESS TO HEATTNG EQUTPMBT|I]r MUST COMPLY WrrH SEC.505 AND
703 0F THE 1-991 IIMC.
********************************************************************************
DECLARATIONS
I hereby acknoHledge thaE I have read thiB appli.cation, fi11ed out in full the infordalion tcquired, comPlet'cd an acculatc Plot
plan, and state chat all the informaLion provided ae required is cofrects, I agree to conply wirh the inforhation and plot PIan,
to co$ply with all Town olainances and state laes, and to build thiB sEructure according tso tshe Tonn'e zoning and gubdivi"sion
codes, design rewiew approved, Unj-form Building code and ot.her oldinanccs of t-he Toen aPplicable tsherctso.
REQUESTS FOR INSPECTIONS sHAl,t BE MADE TwEIITY-FollR HoURS IN ADVANCE BY TELEPHONE AT 479-213s oR AT ottR OFFICE FROM 8:00 Alil 5:00 PM
SIGIIATURA OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
TOnN OR VAIL, COIORIDO gcrt.onE
ra. rarar rrr rrlrtt trtta ttlJtrrrt'rtt tttrt ttil|at ata
g!.E€tnnc Nurbc!: RBc-0377 Arlouns r ?e.oo o2/1tl9g Lo.21
P.)^ncnt tt.thodr CHECK NoErtlonr L3o?0 InlE! PBM
P.rBlE Nor u9g-0015 Tytr.: B-HBCH
P.rc.l No: 2101-131-0{-004
S116 lddr...: {?C8 M&AD@| DR
LoctElonr ,[? gg l,lEADOt{ DR
ToE l fc.a t
TltiE PayrocnE 78.00 lorrl ALL I'Bts:
Brlanc.:
Iccounc codc
I{ECIIINI CAI, PERMIT
r i r 'r ai.t i tt !r t a tlr t tt t a at'r t ti t
'J
t
D.!cripElon
?3. O0
73. 00
.o0
lnounl
60. o0
15. 00
3. O0
uP 00100003111300 l,lEcllAl{Ic E PERIIIT 9EES
PF 00100003112300 PLAN CIIEcl( EEES
WC OO1OOOO31123OO WITJIJ CAI'I' INSPEC:TION PEB
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**********.t*****************************************************
TOWN OF VArL, COLORADO Statemnt ****************************************************************
Statemnt Number: REC-0307 Amount: 3,503.15 08/04/97 0B:18
Payment Method: CHECK Notationr #17488 Init: CD
897-0188 Type: B-BUILD NEW (SFR,P/S,DUp) PE
2101- 131-0 4-0 04
4788 MEADOW DR
47AA
Total Fees:3,503.15 Total ALL Pmts:
BaLance:****************************************************************
Permit No:
Parcel No:
Site Address:
Location:
This Paynent
Account Code
01 0000 41310
01 0000 41331
01 0000 41332
01 0000 22442
30 0000 45032
01 0000 41336
5,094. L5
5,094. 15
.00
Description
BUILDING PERMIT FEES
DESIGN REVIEW FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
RECREATION FEES
WILL CALL INSPECTION FEE
Amount
2 t2L2.00
50.00
46. B0
500.00
691.35
3.00
oo
FITECOPY
r14?'*t-t
George Ruther, AICP
Senior Planner
{P *""'"''""o"'n
Oo
TOWN OF VAIL
Department of Communiry Developmenl
75 South Frontage Road
Vail. Colorado 81657
970-479-2138
HX 970-479-2452
September 10, 1998
Philip R. Moncrief Special Trust
250 Valderpool
Houston TX.77024
Re: Release of Letter of Credit/Lot 4 Block 7. Bighorn 5h Addition Subdivision
To Whorn It May Concern:
I have been unable to locate the letter ofcredit providcd to the Torm of Vail to financially secure
the completion of the improvcments to the Moncrief Rcsidcncc.
Please accept this letter in lieu ofthe original letter of credit and release the credit obligation.
Should you have any questions or concerns, please do not hesitate to call. You can reach mc by
telephone at 97 047 9 -21 45.
Sincerely,
oo .o
s*t*?:*
TOWN OF VAIL
D eparttne nt oJ C ommunity D eve lop ment
75 South Frontage Road
Vail. Colorado 81657
970-479-21i8
FAX 970-47*2452
August 28, 1998
I !, it-h
\'\ \'g'
Timothy M. LyBarger, Senior Vice President
WestStar Bank
108 S. Frontage Road
Vail. Colorado 81657
Re: lrrevocable Lelter of Credit, #334
Dear Mr. LyBarger,
The purpose of this letter is to notify you of lhe completion of the_ outslanding improvements
guarintbed by lrrevocable Letter of Credil #334, for the Moncrief residence.
On August 27, 1998, I inspected the property and have approved the completion of the
improvlments. Therefore, please release the Letter of Credit'
Should you have any questions or concems with regard to the. information addressed in this
letter, as always, pldade do not hesitate to call. You can reach me most easily by telephone at
479-2145.
Sincerely,
oo FIIIQPY
|J+?,a-'t
George Ruther, AICP
Senior Planner
{g ^'""uo '^'"*
rTt*t oo
DEVELOPER IMPROVEMENT AGEEEMET,IT
THIS AGREEMENT. made and enrered into.|'iis.. .Z( daV ot .Tyc,-7
. fi28 ot *d *ong,-3{1**4__.__.-__ _lherein?GiEarreo lhe "Devetopea,), and rhe
#:'jfilJiii (nereinarter called lhe "rown") and (hereinafrer
oo oo
LETTEN OF CREO|I FORMAT
Logal Doscriptbn: LoL- Block _
Dato ol Exdration:
WH.EREASdhe Develoqer, as a condition of approvat of the * * A',fuL-ptans, dated a^ta /r -_:---
I vyJJ wtsnes Io enter into a Dcvelopcr
il tne ar.ngunJor O2I::o:21
(name,ol bank in Eagle Co-unry) as
[:;::TIYJ3',]:"i'p'o-'fr "ffi ft 'rniffi ;T'il;'1t':ff lj;,i;,'J}f;
*HEREAS, the Deverooer is obrigated io provide security or corateral sufficient in the
i:flflHiljj*:town ro make ieasonauri provisiins ir..rii"ri." of cerrain improvemenrs ser
*HEREAS, the Deverooer wishes ro provide coralerai to guaranree performance of rhis
lg,1:.:..T_r."t,includins consrrucrion of rhe aboire-;i;;;.;;;;;"emenrs by means of the lo owtng:
Deveroper agrees to estabrish a retter of credit with a Bank in Eagre county in a dolrar amount of g 2 ?. ad,o ={125% of lhe tofui
"ort oftfr. *ork shown below) to provide security for the following:
IMPROVEMENT
;ee fl fl,
^n^*UoJt
\N*v
"d\c4\4b
(3't'
NOW' THEREFORE- in considerarion or the fo'owing muruar covenanrs and agreements,the Developer and the Town agree as rofio*i,-'*'v
rvxv'xrv "
. t. The Deycloper agrees,,at the sole cosl and expenses, to ,urnish al/ equipment
ffi#,?3i'#.Xtj,"J:fl :?[#ffi ::t";Ti:f#il jif#ffi ,'
l[53Jf,1'"T,i,rtJil?,t,fli"Ji;l:ccoidance "irh;i6;;;il.speciricarions rireo in ine'Jiice or
accordins L. "i J'i'J.,ii'prr"i:fffffi:i:,,'J;,ln'1n ot utu' and to do arr *orx iniroeniai rier-eL
a. Such other designs,.draw1ne.1,,maOs, specifications, st{elches, and other mafler submitted by rre.Developer to be apprdveO Oy any ot the above-referenced governmental entities. ill said wori shall be Oone ,nOer the inspection ol, and to rhe sarisrac on ol,rh.g Town Engineer, rnr-io*-n'er;btng orr;i"i o,, JinJi,#ijii lrom the Town or vail as aflecrJJ uv idrii.iiiririos or service districts, as rheir respective interest may appear, and'sha not Ui oauraO aompiete until approved and accepled as
^compterbo uy in. ro*n or-va,:iiorrun,ty Development Department and pubtic WorkJ o.p"rrr""l. ' *' "
^ . 2' To secure and quarantee performance of its obrigarons as set rorth herein, lhe ueveroper agrees ro provide securiry and coiladi;.;;i;"*,,''
33
Agreement by Developer.
JlrgcIofJ
oo oo
3' The Deverooer may at any time substitule the cotaterar originaty set forth above for anorhcr form of co,areral.a::"_p_,:gp b tr," ir' i" gr;Lnree rhe failhtut comptetion of those rmprovcmenrs rcrcrred to hcrein and thc perrormance oithc tcrrs of this AgreemenL such acceprance by thc Town of a ernarivc colaterar shal be at the To*n,s sote?,scretion. ---'
4. The Town shall nol, nor shall any ollicer 61 srnplsrre thereot, be liable or responsibre for any accident, ross or damage nippeningoioccurnng to the work specilied in this Agreement prior ro rhe comoretion ana acciptaniE oiirhi;;., nor shail the Town, nor any olliccr.or emproycc thereof, be riabre tor anf p.rioni Ji p.pln), injured by rcason of rhc nalurc or said work, but aI of said tiabirilics sha[ and are trcreoy aisumed by thc Deveropcr.
The Developer herebv agrees to indemnify and hold hafmtess lne Town, and nay ol its g$:r:: lq*l:.lnd.emptoyees agair*t any tosses, ctaims. damages, or tiabitiries to which the
,l9yi "l3ty of irs orticers, agenrs or employees may become suo]eci to, in.oruiir unv'.u.ii-rosses' craims, damages or riabirities 1or actions in respeci thereorj that arise orl oi oi .ru u*uo up€n any per,ormance by the Developer hereunder; and the Developer shall reimUurss'the T;wn lor any and alr regar or olher expenses reasonabry incurred by the Town in .o-".rion *iri '-
:::,.]i9it'lS or defcnding any such loss, ctaim, Oirrgn,-ti"Oitiry or acrion. Thi;lil;;;ii;provrsron sha be in addition ro any other liability wnicfr dre Oev-etoper may have.
5' r1 is mutuatv agreed that the Deveroper may appry to the Town and rhe Town sharl auhorize for partiar rerease oithe coilarerar oepo.irlo *irn'rn! ro*n for each category ol improvemenr at such time as such improvemrntr
"r" ronrtirited in compriance with alr plans and specifications as rererenccd hereunder and
"a".ptui uy inu Town. [.Jnder no condirion wi lhe amount of rhe cotaterar rhat is being.herd oe reouieJ#to* (ne amount necessary lo complete such improvements.
6. It the Town determines, at its sole discretion, that any of the improvemenls c0ntemprated hereunder are not constructed in comptianie wiih the prans and specirications ser forth in this Agreemenl on or betore n. aii" irii.rr['i" F"r.g;rpn 2, rhe Town may, but shail
l0l be required to' redeem the.relrer or credir r" nrinr."ty roiomprete the unfinished rmprovemenrs. The Bank shafi.rerease such tunos upon viri-rten request rrom rhe Town stating that the improvements have nor been .orpr"t.o
"r t-"irii.i uy,n,,
"gr"ement. The Bank sharl not require rhe concurrence of rhe deveroper prior to L]eaiJ oirn. rui'or1o in, r"*-" ,oiiiurr'the Bank be required to veritv independ"'itry irr"i ru-an-rrirl,r-"r.n,. have not been compreted as-required by this agreemerit, but sharl rerease such tun6s sot;y upon the Town,s written request.
lf the costs ot completing the work exceed the amount of the deposit, the excess,rogether with interest a. twerve percent per annum, snJr oe ilien agarnst the property and may ::::tl::'-"! !v "ivir -suir
or mav be cu,tiiieo io Gi'rJ"irrii o'r E"grr counrv ro be corecred in lhe same manner as derinquent ad var_ol* J"rp.. teuieo igiin.irrcn property. rf the permir horder fails or reluses to comprete the cre.anup and randscapiig, ao iltneo in this chapter, such rairure or retusat sha be considered a violation ot fhe Zonirig ioJJ.
7. The Developer warranls all work and material for a period of one year alter acceplance of all work referred lo in lhis nqreem"ni by t';;ioiln it sucn work is located on Towrr or vait properrv or wirhin rown or vaii iilr,r-ii-ilav'jrli,il", iit""ion 1 2.r 6.2s0.
8. . . The parties nurnt:T:l1l,ll
".nree
lhat rhis Agreemenr may be amended trom rime to time' provided that such amendmenrs be i; writing ano ciecuieo oy at parties hereto.
Daled the day and year first above written.
Prsc 2 orJ
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STATE OF COLORADO
COUNTY OF EAGLE
The foregoing Dev-eroper rmprovement Agreement was acknowredoed betore me this e.!_dayot -77j4'/ .fw_ov "Sr4toore .fiid)DSF/
Witness my hand and official seal.
Mycommission"rni,rr, MYconlllliloJ1Etni'"t
STATE OF COLORADO )
)ss..couNryoFEAcLE i
The roregoing Deveroper rmprovement Agreefient was acknowredged before me this z/ dayot YTlAf .i7g6_Oy -- BEn+-./^r,ir-"'-
Witness my hand and official seal.
)
) ss.
)
,, fh" foregoing Developer.lmprovement Agrp:ement was ackno,,yledged before me this s.// day or -zr1*/ . h!&ov ,"tEfii17--.iiie)) tUry
wrlness my hand and ollicial ."fltty
commission Expires
MY commission expires: 4-3'2001
My commission expires: My Commission Expires
-,
STATE OF COLORADO
COUNTY OF EAGLE
rr8c J ot J
#trfuarBank oo
BENEFICIARY:
VaiI, CO 81657
Weststar Ba-nk hereby issues this lirevocable Letter of Credit in your favor for the
amount of Twenty-three Thousand and NO/ 100 Dollars
($23,000.001, which is available by drafts at sight for payment in any sum not
exceeding in total $23,000.00 (US Dollars) accompanied by the following documents:
(1) Written certification signed by a:-r authorized officia-l with the Town of Vail
that the account part5r has failed to partially or fully complete improvements
agreed upon as numerated in the Developer lmprovement Agreement
between Tov.n of VaiI and Jeffery Dahl.
This Letter of Credit shall not be transferable and the lalvs of the State of Colorado shall
govern it. This Letter oI Credit may be extended or other-
Wise renewed with the consent of the Beneficiarj. and Weststar Bank,
Weststar Bank hereby agrees to honor each draft for payment made il compliance with
the terms of this Letter of Credit if duly presented.
Together with arly documents specified herein, on or before the expiration date of this
l-etter of Credit.
Sincerely,laqn---
T*rothy M. LyBarger
Senior Vice President
IRREVOCABLE LETTER OF CREDIT
IRREVOCABLE LE]TER OF CREDIT #334
DATE OF ISSUE; May 20, 1998
PLACE OF ISSUE: Avon, CO
EXPIRATION DATE: May 20,1999
ACCOUNT PARTY: Jeffery Dahl
EAGLE COUNTY. SUI\,4|\ilIT COUNry . DENVER
Town of Vail ,/" tt \ /' It landscape & Driveway E*rows fu,v lt0"4Fef Va S d_?,4-z_
75 S. Frontage Road
FR''1 :
,rr., d*u' ;*. M:.P'ALT 05/91/!393 i.4t23 978't2l
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AR TO 3gIIAIDSLN}ACE
:
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Design Review Action Form
TOWN OFVAIL
Date: August 27, 1997 Parcel Number;
Project Description: Moncrief - Changes to previously approved plans
Owner, Address and Phone: Philip R. Moncrief Special Trust
250 Vanderpool
Houston. TX 77024 713-461-3033
Architect/Contact, Address and Phone: Steve Riden
P.O. Box 3238
Vail. CO E1658 949-4121
Block 7 Subdivision: Bighorn 5th Add.Legal Description: Lot 4 Zone District
Project Street Address:47E8 Meadow Drive
Commcnts:
Board / Staff Action
Action: STAFF APPROVAL Motion by:
Seconded by:
Vote:
Conditions:
Town Planner: Dirk D. Mason
Datei 8127197 DRB Fee Pre-Paid:$20.00 applied to permit
C,qr.,r,*lie O^4v.__l
Phone
Phone
4Rrn
Datc: "ale lql
Lcgal dcscription: Lot i Block J Fi[ng
Addrcss
Architect SrErra ?inaf
Remaining
20'
l5'
l5'
------:------t-
Minimum -
3'/6'
Enclosed
Zonctiisrricr ?j1 , . proposcd ,"" Q aL,.at - fr*r^'. ,,rnriu .szz u.W "uildubl.-* T;:-'?:
Allowed
rotar GRFA "1.il * €i$ =5..11--i * 41%fi=_18e8:4
Primary cnna Z,r lr{ + e2s) <fr?) --31j14
Sccondary GRFA /,S /D 4 (2s) 615*) =Z&14
+ 675 = 425 credit plus ?5€arddidon
Docs this request involve a 250 Addition? A1n.
How much of tle atlowed 250 Addition is used with this reouest? lJ/l
Q;r^.1^.,6-- 4erq+Sitc Coverage ' r-- L
- + -
Hcight
Setbacks
Landscaping
RetainingWall Heigbts
Parking
Garage Credit
Drivcway
Complies with TOV Lighting Ordinance
Arc finished grades less than 2:l (50%)
Environmental/Hazards
(30x33)
Front
Sides
Rear
Existins Proposed Total
Permitted Slope - % Proposed Slope - %
Yes - No- --_
Ycs___=:_ No
l) Percent Slope (< >30%
2) Floodplain
3) Wetlands
4) Water Course Setback (30) (50)
5) Geologic Hazards
a) Snow Avalanche
b) Rockfall
c) Dcbris Flow
Prwious conditions ofapproval (check propaty file):
-
I
I
ls tbe property non-conforming? Describe:
DESIGN REVIEW CIIECKLIST
Project:
tr SI]RVEY
tr SITE PLAN
Benchmark
E FLooRPLANS
Scalc
GRFA
Legal description -- 250 additionar G*,.A
Lot Size
Crawl\Attic Spacc
Buildable Area :_EHU
Easements
tr BUILDINGELEVATIoNS'Topography
scare
100 y'. flood plain
ColorWaterials
Water Course Setback
Roof Pitch
Environmental Flazards
tr LANDSCAPEPLAN
Trees
Spot elevafions
Existing trces
Proposed tees
Legend
MISCELLANEOUS
Condo Approval
Utility locations
Scale
Building Height
Encroachments
Title report (A & B)
Utility verifi cati on form
Photos ofsite
Setbacks
Site Coverage
EaveVOverhangs (4')
Decks/Balc onies
Garage connection
Site Grade\Slope
Retainine Walls
Fences
Parking/Garage
TumingRadius
Driveway (access and grade)
Snow Storage
Fire Access
Buil ding material samples
C.O. Verification
Sun\Shade Anglcs
Utilities (underground)
View Corridors
Variances
Plat restrictions
)
\
oa
Community Development Plan Routing Form
.,.r.,4qJ*
L."'1o
Routcd To:Greg Hall, Public Works
Terri Partch, Public Works
Todd Oppenheimer, Public Works
Mike McGee. Fire
Rctum To:Communitv Dcvclopmcnt
Datc Routed:7/30t9'7
Rctum By:8^|t97
Projcct Namc:Moncricf
Projcct Address:4788 Meadow Drivc
Projcct Lcgal:Lot 4, Block 7 Bighom
Changes to approved plans. Grading is involvcd so thc previous planner. Dirk, rcqucstcd
these olans bc rc-routcd.
Approved Denied (cite detailed reasons) .Xnpproved with conditions
Minlrxr-l-n c€ <rn tat' 6u\uect n eaJi to (\-- a(t-(ot> alq\ uewa*i - IZtt tta^*]-, tJ of F"c
jnr, ewcrl , bOt 1-v\rpf!- 66r.rsk c1o u cdcrtenih.
-l'Pao rt r(zzli\ieA i o Jrrvrao{a-i , af i\e edr1,e c4 i\r: cr'+ r-,.i r- ( Tr;', c.,^n \:e rncde i" khe cr,1.)t'of t )
-\.e p,t.-. \r<€i\', a1 2t\ ln,r.rr-
{U P'rvt ^ Z{8,1{'l
Datc received:
Rcvicwcd by:Datc revicwcd:
o
REVIBW DESIGN
B.TYPE OF REVIEW:
New Cons t,ruct j.on ($200.00)
AddiLion ( $50. 00 )
E.
NAME OF
Ma!Iing
APPLICATITT:
Addless:
a meeLs and bounds legal on a separat,e sheeL and at.t,ach
Phone
NAME OF
Mailing
APPLICAIiIIT'
Address:
I.
.t.
H. NAME OF OWNER (S) ;
O'INER ( S ) SIGI;IATTIRE :
Maj,I ing Address :
Phone
APPLICATIONS
'{ILL NOT BE PROCESSED MTHOUE OWNER, S SIGNA?IT'RB
Condominium . Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid aL Ehe tine of submit.t.aL of the DRB applicaEion. Lacer. v,rhen applying for a building perrnit, please idenEify Ehe accurate valuation-of the proposal . The iown of vait will adjust Cb;fee according to the t,able below, to ensure the corr;cE fee is paid.
FEE PATD: 3 CEECR *: DATE: BY:
FEF qlrtrFnrrr sr,
VALUATTON
$ 0-$ 10.000
'i, in,00 j. - ;i 5u, uuu
$s0,001 -s 1s0,000
$1s0,001 - $ 500,000
9500,001 - $x,000,000 I over 01.000,000
FEE
$ 20.00
$ 5U. UU
9100.00
s200.00
$400.00
$500.00
DESIGN REVTEI| BOARI' APPROVAI. B:KPTBES ONE YEAR ASIER PINA.L AIPROVAIJ I'NIJESS A BOILDIIIG PEN.MIT IS IS SIIED Al{D CONSTRUCEION IS STARTED.
BOAID APPLICATION . TOWN OF COLORADO
DATE RECEIVED:
DATE OF DRB MEETING:
*a f ailrtttt fNcoaPLETE AEPLICATIONS_AAr_MQ?_84 SCEEDTTLED qOR RE:f.IFIW.
PROiTECA INPORMATION:
A. DESCRIPTTON:
o
vArL.
A Mi.nor AI r.eraEion (g2O.0O)
_ConcepEual Review (90)
If property j-s described by d.escription. please provide to Lhis applicarion.
ADDRESS: /n69 nfAal z,qrp
!ff:i"?:::l'Ptfw" r'ot -4- atoct< --2-
ZONING: I
Design Rcview Action Form
TOWN OF VAIL
l)atc:
Pro.jcct l"lamc:
lSuilding Namc:
Pn'r.jcct Dcscri ption :
Owncr. Addrcss and Phonc:
Architcct/Contact, Atldrcss and Plronc:-
/ ^,rL, --
^
7tz -%/-rosl -\_ rZ 2orf
l-cgal Dcscription: Lot 4 Block 7 Strbdivision \ /. tf zoncDistrict?y'
Ploicct Strcct Addrcss:
Cornrncn ts:
flttn. te it L- ^ I u*;tt'\ lg d h r. ({^,ro! ol<'a <
Board / Staff Action
Motion by:Votc:
Sccondcd by:
n Approval
n Disapproval
F( Stalf Approval
(.'t.rrrditiorrs:
DRB Fee pre-Paid {O"'- *f,A"f ,5 btus.Datc:
*-.*
Ju|- 7@ '9? 11:39 FF PRaTECT DEVELoP STAFF?13 235 8656 T0 9-_t€?E949BfB4 P,g7/@7 J,r-Lta-Ltat 6r:68 fsreuex .iAr.€s R1DEN crp nR , 3a3 ys g3g. p.ol
Dtttof RFrI&, DOIID tppLrcatlor - tF'{r or vt5!, coIpRlDo
AI?E RECEII'ED !DlsE OF Dtt t'rEp1llltG:
...r.itaat
PnOrry rtotln.rrq.
DESCRT tN Fl4bF. g-4y
-N!l
ConsErucrioa { f20o . OO,
--Addl
Elon (t50.001
A.
8.
Lj/.in'ox |'l terr Eioa
-colcsPlua:.
Rcvlel'
(320.00)
(f 0,
IDDREgS ;
LEC& DESCRI PfrON:subaliv:sioD
co ihis aDpl icarip!.
l/
If ProPerly is- itlsclibed. bV a heeer aDd Dould,s Iegat ll=illgrlll:,1131re p,ovid; "n a iepilicl-iiir a.eq arracrr
E. 2ON!NC:
{r. xnrrE oF
l(C.rAL -rtLv6e€€
t
xn. ttAxE oF ottrrR (3J :
I 20.00 t )u. uu
t100.00
s?00.00
tr00.00
t500.00
P_ryIq Raxrar torrD rtpnfitr. txpt84t qf? yrrB rErri Flnr.rJ
IEERg\rffr-sNI.B3s l EnU.DDfc pEntiri- is iisEiD- rld coNsTRrrcrrote r s s!!|ttltDD .
^PPLIC^tFzus ,rzr,L For a! IRocrsS@ .EnSO|dE @r.s srcfl?rRe
condo6i$i,$r Apprsv.l if lppl ictb:, e.
DRE FEE. DRB fees, ls shouD above, a:.e co !c parg ac che iiBe cf subfltr,rar of tb. DR!.appiicilioil --riie:, wrren applyisg for r bul,ldins eelBicl ' pti;";-lies.fi; :"i€ accuraL€valua!,lon _of rlre proFoial - zte ior.rr: of vr:t r! tl aalurc tle lce according EO rbc Er.ble bg:,orr, Lo a"""re-tte correcE fee i9 paid.
PFE SCIED|IF:
v,r&uAf!otr I 0,3 lo.OOO r i0, i0i . I 5v, uuu J 50.001 .3 150,000 31S0.001 . ! 5OO. O0O 1500,001 - tl.0oo. ooo t orrer 11,000,000
TOTRL P.81
TOTNL PNGE. 81
?YPE OF REVIETJ I
IfI!IE OF APP!,lCAtf,I:
IJA^rE Ol ASgr.rCAnT'S
JUL 18 '9? 161 59 aA? aro a?a,
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 8L657
97 0-47 9-2138
NOTE:
TOV/Comm. Derr.
ean-up DePosit Refund
rproved
rnount
date
50
DEPARTMENT OF COMMUNITY DEVELOPMENT
n,,. 1 ft t,i',t,; t J,t. '.'
(,'+ q , 6t<
THIS PERMIT MUST BE POSTED ON JOBSITE AT
PROJECT TITLE: MONCRIEF RESIDENCE
NEW (sFR,P/s/DUP) pERMrr permit
Job Address
;'t'^)
t
.4dd
ALL TIMES
B97-0188
APPLICANT J.D, BUILDERS
P O BOX 484, LEADVTLLE CO 80461
CONTRACTOR J.D. BUILDERS
OWNER
P O BOX 484, LEADVILLE CO 80461
MONCRIEF ERNEST _ TRUSTEE
10 WANDERING RILL, IRVINE CA 927T5
Description:NEW SFR WITH CARETAKER UNIT
Project No.
Occupancy
Dwe I I ings Private Garages
TabIe Date: 05/77/1996
F i rep [ace lnformation Restricted:
Location. . .rcel, No. .
Type
Zone 2 V-N
Zone 2 V-N Masonry
4788 MEADOW DR
47 88
2101- 131-0 4 -0 0 4
PRJg7-0119
Status . . .Applied..
Tccrraal
Expires. .
4t609
IO.J
5 | 3'17
APPROVED
07 /0r/Leel 08/0t/Leel
or/28/reeB
Phone: 7794862481
Phone z 7194862487
96.72
28.56
Subtotal-:
.00
Number of Dwelling Factor Sq, FeeL
Units i o02
Valuac ion
445,782.48
2I t934 .08
467 ,7 76.56
467 t716.56
467 ,716.560
***********************,**************1*************t****** F EE SUtlt4ARy ********************************t*************************
TotaI Val_uation:
Town of Vail Adjusted Val-uation:
tof Gas Apptiances:#Ot Gas Logs:fof Uood/Pa t tet :
Totat Catculated Fees---> 5,O41,.15
AdditionaI Fees---------> 50.00
Total Pernjt fee--------> 5 tO91.15
Payments-------
BALANCE DUE----
Bui Ld i ng----->
P Lan check--->
lnvest i gat'i on>
Uli u. Ca I L---->
i ,?12.OO
1 ,137 .80
.00
3.00
Restuarant P lan Rev i ew-->
DR8
Recreati on Fee---------->
C(ean-Up Depos i t-------->
TOTAL FEES--.-.
BUILDING DEPARTMENT
CHARLIE AcIion: NOTE
CHARLIE AcIion: APPR
PLANNING DEPARTMENT
C.IARLIE Action: NOTE
Item:05100
07 /02 /Tee7 08/0r/:-e97 Item: 05400
07 /02/tee7
o7 /14 /Lee7
07 /L4/ree7
o7 /ts/rss7
o7 /30/ree7 oB/0L,/1qq'l
Item:05600
o7 /02/Lee7 Item:05500
o7 /02 /7ee7
o7 /25 /ree7 ftem:05550
07 /02/!ee7
" /24/L997
> 200,00
********************t:t*)t*Jr* (t*ff***************************************************************************t******i****ii**t******
691 .35
500.00
5 tO44.15
PLANS TO
FOR ART H
PLANS TO
Dept: BUILDING Div j-sioa
DAN
Dept: PLANNING nivision
DIRK
D] RK
DlRK
DI.1.K
DIFiK
Action
Action
AcLion
APPR
CANC
APPR Action: CANC
Ci:-d-P.r Ig Action: n?PF.
FIRE DEPARTMENT
CHARLIE Action: APPR
PUBLIC WORKS
CHARLIE Action: NOTE
LARRY P AcIion: APPR
ENGINEERING
CHARLIE AcIion: NOTE TERRI Actionl APPR
;;R I,lIiil i.IOLLICA
. Dept: FIRE
N/A
Dept: PUB WORK
PLANS TO LARRY
LP Dept: ENGINEER
PLANS TO TERRI
see permit conditions
Division
Division
Divis ion
******
See Page 2 of this Document for any conditions that may apply to this permj-t.
DECLARATIONS
I hereby acknowl,edge that t have read this apptication/ ti!l,ed out in ful,L the information required, completed an accurate pLot
, ptan, and state that atI the information provided as required is correct. I agree to compty with the information and ptot ptan,
I to cornpty vith aLt Town ordinanccs and state [a!rs, and to bu'i Ld this structure according to the Town's zoning and subdivision
, codes, design review approved, Uniform Buitding Code and other ordinances of the Toun appticabte thereto.(
REoUESTS FOR INSPECTIONS SHALL SE I'IADE TUENTY-FoUR HoURS IN ADVANCE BY TELEPHONE AI t79-2138 0R AT OUR OFFICE FROtl 8:00 Af1 5:00 Pl.l
send C[ean-lJp Deposit To: J D BUILoERS SIGNATURE OF OI.INER OR CONTRACTOR FOR HITISELF AND OIJNER
PAGE 2 ********************************************************************************
CONDITIONS OF APPROVAL
Permit *: 897-0188 as of 0B/0I/91 Statusr APPROVED ********************************************************************************
eermit Type
Applicant
Job Address
Location
Parcef No
NEW (SFR,P/S,DUP) PERMIT J.D. BUILDERS
47BB MEADOW DR
47 BB
2 101- 131-0 4 -0 0 4
Appliedt 07/01/!991
rssued t OB/OI/1991
********************************************************************************
CONDITIONS ********************************************************************************
1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE
ROOF DIRECTLY ABOVE.
3. AS NOTED ON THE PLANS' THE TWO LARGE TREES MUST BE PROTECTED WITH CONSTRUCITON FENCE AT THE DRIP EDGE PRIOR TO COMMENCIN G CONSRTL]NT'!O\T N}ID THRO-J:.;OUT TiiE CONSTRUCTIOII PP^N!'SS.4. HAND DIG THE FOUNDATION WALL TO MINIMIZE ROOT DISTRUBANCE AS INDICATED ON THE SITE PLAN.5. lB" curvert must be placed under the driveway instead of the trench drain.
I'I ID COUNTY PLUI'IEING 64L2443
.:,'rs-s; oF,4r FR;M tou$-onv-DEPT' tD'!9?e4 -'4s2
.,,,:r Eagie Coun'y Assessor3 0fficc
lt", :'*nWi,i' t:_txdt:q ?rr,iWslfi '
6Q7 - ol sv ,,ffi)iiitbws_,\I,#fiJfiI;i.
}PPIJESfION MUSA BE FII'LED OUT CO}'PI'ETEI'Y OR IT MAY NOT AE ACCSPTED
*it ***l*** *'***i **s * **tt *t******
I'Electriaaf F(-u""ttanibar t l-other
P.A2
PAGE 2/7
PEITIIIT f
PERIIIT INAOSMATION
i-Eullding Tfl-Pfuroring I
t
of
Woad/Pell'et
.ri rlx:t*** t*a********'V** * *** ******** VAIjTATIONS ********''***i *********'ti*********
oltlltR;
TOlIAL:
INFC)RI{ATION * rt :t lc l zt rr rt :L * * * * * a t * * * :t * * * * * *i
Town ef Vai] Reg. No..
pr.o"
"
-x"*u. r, qi!t'/ Zi@
i,. i.J: '€,r s s :
j.-:.,. t.:ijtrical
':.;iC.l:gss:
CoDtractor:
,..1urrriring eontractor:
,i]ei="si &o< Fnc S)./,
.vr:r$ltanical contractor :-Mlfst 4&&yrMry ::T^".t..y f:l: .^;f;, !2 .925:(
*.{$r.sr. EaX fjl% S'/vc r*Uo..:s Ctt|g1LL:
t-t-l l'LL7-l
I j*rr**** *** **!t***+************** FOR OFFICA USE **+*i:*'rtr******* *t ****t**!t******
_LF[:.
{ i,l!Fhorrc Number: dlfu4tE4Za f
.f,TiLDING
.:ii'}'BING
:{9I.:T'ANICAL
.i'LqCYRtCAI,
:,;Ti(ER IYPE Of "sE. l0I
BUTLDTNG PIA}I CT{ECK PBE:
PIIJI{BING PI,AN CHECK FEE:
MECAENICAL PIAI,I CHECK FEET
.RECTEATION FEE:
CLE,AII-UP DEPOSIT:
fOTAIJ PER}ITT PEES;
BI'XLDING:
SIGNN,IIIRH!
ZONING:
SIGNATI'Rq:
Address : !fZZ@'* ^z---Pn'V394*EY;
Addressc 120 32fr r4''( ?-{<€.. -. , >n't4:,rttv2
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/,'';'i'.tlrer of F"'eIIing un5'ts: 'l . Nunber
ELECIRTCALr l---
r{EcP.Arrr cAL t | -l!L5 o o-- -
and rype of Fireplaces: Gas Appliane:nn f Gas lJogs
l-Repair [ ]-other
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* * * * * * * * * * * * * * * * * * * * * * * * * * * * * PERMTT TNF'RMATT.N * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
tr""at 970-328-8640 f or^ p"arce\ lt. Tol{lv oF vArL CoNSTRUCTION p^RcEr. I: Zlolt3lO4Oo-4 - -pii"r, AppLrcATroN F.RM oernt 1- I-17
PERI'IIT ii
pddress :250_-!/ay_lt /"1\Ph.4 G/--4, 033
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lNi-Building [ ]-Plumbing [(l-Erectricar [ ]-Mechanibal I J-other
Job Narne, @ Job Acrcrre=r, -f?!,
Legal Description: LoL 4 ^ ilock_1 , Filing susorvrsror,r:
1r.,rr6Fc \r-h^. lfti;pfrl"^'-''e^{-spac^.;u{ "'ust. t
Address: P0&*3eg
General Description:,'l
,rlork Class: I XJ -New t ] -Ai eration t l*Additional I J_Repair [ ]_Other luhber of Dwelling Units: I Number of Accomrnodation Units z ?
ddress:Phone Number:
or,Jners Name: L-rn isf ilonr.r)
lectrical Contractor:ldress:
lumbing Contractor:ldress:
f"'--' srru rrPe ,r- .rrepraces! "t= ondA+e?Tl*-,o cas Logs / t'lood/pe11et-.*********************lt***********
"I"H;i;?UY-!yr"***********************rr**)------ .1 -;urr,DrNG: $ 4An ry59 Er,EcrRrcAL: -$_/AE_6_6__
/ orHER: $,LUMBTNGt T*-. MEcHANia; TorAL: $
il:;: i "::;;:r:; I ".:i K e ::,YY"'+INrqRl_tAl,ION * * *.* * * * * * * * * * * * * * * * * * * * :r * * *t-F?-Ot98Town of Vait Fprr N^ tttt A of Vait Reg. No. l,l-fl
:chanical Contractor:ldress:
t t lr,'): ,t' a': * * **\ttif.g* * ***** * * * * * * *** * * * **
LDTffG PERMTT FEE:
.,UMBING PERMTT FEE:
ICHANTCAL PERMIT FEE:,trCTRICAI., FEE:
IIER TYPE OF FEE:i-t l'F r: .
Architect t Szs,fenJ J/4 r,,^ES
q7-Dt?7 , or vair_
Phone Nunber:
Town of VaiI
Phone Nurnber:
Town of Vail_
Phone Nurnber:
Reg. NO.
Reg. NO.
FOR OFFTCE usE *******************************
BUTLDTNG PLAN CHECK FEE:PI,IIMBTNG PI,AN CHECK FEE;MECHANICAL PLAN CHECK FEE:
BUILDTNG:
STGNATURE:
ZONTNG:
SIGNATURE:
VALUATION
EAN UP DEP,OSIT REFI'ND 'J o E)u;trr,. Tn"-
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COUHTY PLU]'IB I HG 6€Jt2443
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it sim'lrr to matcrb! dercribad in Stslloo 2.1.e.1, g&4t drqNhr
nay lieve a rd.coloaad o!/qEn Drrrlcr coafug.
1.2.22 ConFair Fnilla- €ttiryE to similat t0 thote d3-
s.tb.d h 8rdior al ,?1. oee rqure f . ftittgs 3ld ltfiadd lo
tubr0 ln trct acodrrc3 uit'| Plrrco i,bruhcrurint Ltd.:iNh||!-tfi n$rugrltls,
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riBrt r, $a r99. drrt att ntn Diat C.dc'aatd rtra P['X rtrrio!
tor ra: rnl brrlint ttrfm3 Eomtlies rhtt tpp2rlir Ciltt f '12 ol
the r d lCfO ltiilDem ftl,f,,haaicz, Cod! - l0a Ci!!t!. l? Dl thc
trtE ' rguDCatitt $upglcnn{. tuDitd l0 rnr tolloryire corti- '
lioris
{.1 . !M l}tng i3 tt|rnu|act1rrd. ila flird tntl at|'l'llcd i0
'' , rcruJrnti vitt| tnir rEDDtl lid lrc (aar(rc[4cf'8 ps!'
, ltltcc iortftrr:tioos' l{$turldoftt 3 i.tdttuclioar dlrll !c
urnirheA to tht btliltlioq olticirl {lon t|{ua!(.
{.2 : J.htlt 0D lic dB3ior .|a illllrlrCion 0l lla [eithi! t rldD
Itr trrlnihcd ro Ite blildlng oiliciel lo, rt8(oDrl.
r.3 : talD tubinl inrllltltio{ ii gt.fErttt'lidld let h.tr in tba
; ar.lno jt tm blitOiog otrkirl tr bir drripllod tCHr.
J&13h9' l,.torr itrsr (lllotr {l tqs sor'€t-
T[b 19 t rtt rs ltlbrlcl t0 rr'en&i€tiolr il tro yrars-
'.:
-r_,
_))
FIGT,BT 1
lo$efi Fising wlth Grtnp f,lng tc OORI PEXTubiog
UbinE
FIGUIE 2
Tru8s TyP€
cAL HrP SCISSOR
rt+.8 t!z-.t 22+A
q.sfz.r.z c-rr-a , srots to-z-tllt,:t! . l7;l-11 I 1111-14 r2i;11^r-r^
o z-t-z z-ro-t ' $tl-11 1-&12 t1-i3 911'll 2'10't 2'1-2 G$E
5.0012 o-4-13 1-8-t2
tl14:
12
10x18/M18 =
3x 4= nT
6x1fcl 7';l -\ NI
t-
(a
L t\
r
13
6x10 =
,lx8t
I
2x4 n
5.00 F2 8x 16 r
22-6-9
0.tE
0-0.r
Ptateofiseis(X.Y):[|:0.,|-l|.0.94].[3:0.24.G|-121'[4:o.s.s'u.l-lzl.lo:u-5.o'u.l.lzlIt':u.Z{'u-|.|.lilv.vvIJ'v--wlllIl.vf-iv
DEFL (in) (loc) Udei
Ved(LL) 0.42 1211 625
VettCIL) 0.50 12,/11 521
HozCrL) 0.50 9 rva
Min Length,/ LL de[ = 240
SPACING 244
Plates Inc.ease 1.00
Lumb€r Incre€se 1.00
Rep Stress lnc. NO
Code UBC-9'|
LOADING (prD
TCLL 100.0
TCDL 10.0
BCLL O.O
BCDL 10.0
PLATES GRIP
Mm(209a) t,a9/110
MIE(I89a) 127113
Weight 16!t (lbs)
LUMBER
TOP CHORD 2 X 6 SPF 21OOF 1.8E
BOT CHORO 2 X 6 SPF 2100F l.8E
WEBS 2X4SPF 1650F 15E'Except'
14-i 2 X 4 SPF Stud,'lO-7 2 X 4 SPF Stud, t-2 2 X'l SPF Slud
Sheathgd or 1{-4 on cenler purlin spacing'
€xcept end ve,ticals..
1.14:;3{, 1}14:&34,',|2-13:A&O, 1 l-12:&34, lo'l1:FO' o.10:S&0.
2 Ro,vs at 1/3 pts 7-9,1"3
BRACING
yTOP CHORD
BOT CHORD
WEBS
8-9 2 X,t SPF StJd
OTHERS 2X 4 SPF Stud'Except'
w17 2 X I SPF 1650F 1.5E, W',l8 2 X 6 SPF 16s0F ',l'sE
REACTIONS (lbgslze) t=271sl0-S's=2715/0-S
Mar Hor. 1=€34(load case 2)
Max Uplin 1=€og(load case 2), s=-309(load case 3)
FORCES
TOP CHORD |-2:-495,2'3:0,3{='1Eo4,4-5='s569. s=-F589, F7=-'E0't' 7-8=0' 6-9=495
BOT CHORD &lO=2591, lGl t=25'47' 11n2=6663, l2n3=6663. 13'14=25{7' 1-14=2591
weesl-3=.39s3,3-14=i9,|'}13=3194,+i3-3901.4-12=4318,e1}.431E,Gl|=-3904,7-11=3194,7.10=,194.74-3993
NOTES
1) Thb tuss has boen designsd fof thg wind toads generated by 80.0 m.p.h. winds at 25.0 feet abov6 gound level. using 5.0 p-s.f. top chord '' i""o foia .rra s.o p.s.t;(om chord dsad toad, ioo.o rnles'trom hunicane oceanlin6. on a categoty I enclosed building, ofdi'ionslons
iSO li Zl.O *nfr &p"su* C (ASCE Z-g3). Lumber lhcrease = 1.33, Plate Incr.ase = 't 33 Both erd verticals ars expos€d'
2) Strd3 to be fEloned wlh lx,a M20 plates.
3) Enenslqn(s) at joint(s) 3, 7 r|irsl b€ supporied
4) SIMPSON H2.5 conneaors recomnrended to connecl truss to beadng walls due lo lPlii 8s follows: One conn€clor atjolnl(s) I' s'
LOAD CASE(S}
'l) Lutnbgr Increasg= 1.00. Plate Incr€ase=1.00
Uaiturh Loads (lbs per n)
vettz]}'zh.o,-g<=-2N.0, 4-5-220.0, $=-220 .0,&7=-220.O,74---n O, 9-l0=20.0, 10-,|1=-2o.0. 1t-12--20.0. 12-.|3='io.0'
'1914=-20.0,'l-14='m.0
Codcontrated Loads (lbsl
Vs :5*200.0
stP '17 't997
K;,r,,rt-$
A W:qRNIMC - Wify dzsipt parameters aw! READ NOTES O^i THIS AND REV?,RSE SIDF. BEFORE L\SE.
Design valid lor use on y wilh Milek connectors. This design is based only upon paramelers shown. and is tor an Individual
building componont to be installed and loaded venically. Applicability of d€sign param€ters and proper incorporalion ol
cornponent is rosponsibility ot buitding design€r - not truss designsr. Bracing shown is lor lateral support oi individual web
mernbers only- Additional ternporary bracing to insure stabilig dudng construclion is the responsibility ol the erector. Additional
permanent bracing of the oveEll structure is the responsibilly ol the building clesigner. For general guidance regading
labricalion, qLrality conl.ol. storage. ctolivery orection, and bracing, consult OST'88 Ouellty Standard' DSB89 gracing
Sp€citicalion, and HIB-91 Handllng Installlng 6nd Braclng Focommendstlon available lrom Truss Plats Inslitule, 583 O'
Onolrlo Ddve. Medbon, Wl53719
I tff":n,f *; 3I v
m F \>IF l@ u
o
=2 ao
Fca il-<6l ro oo z:>ur z o
o
=FI z
=o 2
{*'*oooo
i5orio
;335o'
: o 6 oo ;irI]f-xA6q1 Y+o:o r:on
o re
==Hro;U'5;i=
a\ (, ^ +
=i;:J_
:*=3
l\Jo o-<'
,f !+
XOf ;:4.\Yo- ;o=i C o ur
=-6'Q6: 9U*,_1 o.a ; --N 9 od :'=q n = = o + /rr =ru -'t - ar =a\o^ ==-/*=X !ro=; Y X YO =: * { 9!
L= !rXo t1 )
6'v Q O
I (o 'J o
a
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f-9s 20 ==I(o oa i3 !O d':d9.39 8a o=
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o t o a
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=z o
o
=
x arr F*
;iqd oO9=a; q a 'x;:
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n R"di5{
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iui=,
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jil
I
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2
z
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z c
3 o o
=.J (o
a
u,
o
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! * i:b Z iil:==g H -e:l E =:i;= E !I9 I d !*F : 6E z i rE d s EE E = 6F -{x
EI
=-
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-t
9-
o
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I
rl
a
@co-=do .'-r\O()O
RX9 @b
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=6& Hq !
G)!5 8;S :__N)./" :a x za
9 o o
o z
TOP CHORD
TOP CHOFD
9 6 i 6 F = - p P
i 39tgi $i ;*6 +$i Eg g'g ;g igs Fgg +i?;g iig ei isF 6 i q
e+t Esil qfi*
aqE Ha
${5
ie 3*i rEi iiqa 3ga **;q ;i s
a ir si ii 3;
*eg3t
ifl a+ $$F a;fi 3g i[ iA Fnit :f, *
Fg ar-F $q :Hai dll'a3[6 $.i ?[93 *q gEE? *H'*
,F ;F =
5a aBcg ifr €s[il+ li ie:E a[ il;i.* 3 *E o '3d qs_i d3fi se = g gf
Job
MONCRIEF
Truss
T2
Truss Type
scrssoR
otv Plv
1 Moncrief Residence K357225
ffirFrlqq/Pr.rFl
russ JI FED 14
s.ooFZ
6xB z
2
6x8
@
o
9T ql *l 10
SxB z
5.00 ll
e9-o '13-6-0 27-O-O
Ptate oflsets (x,Y): [2:G3-0,0.241, [3:G2-0,G1-12], [4:GGO,G4-41, [5:G2-O'O-1-121, [6:G3-O,G24]' tt'tjj9l!ll3.G2-19l!!
DEFL (in) (loc) l/defl
Vert(LL) 0.31 9 999
Vertcrt) o.37 9 8s6
HofzffL) o.37 7 nla
Min Length / LL defl = 24o
SPAC|NG 2-0-o
Plates Increase 1.m
Lumber Increase 1.o0
Rep Stress Incr YES
Code UBC-94
LoADING (psf)
TCLL 100.0
TCDL 10.O
BCLL O.O
BCDL 10.0
LUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
BOT CHORD 2 X 6 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud 'ExcePt'
't-2 2X 6 SPF 1650F 1.5E, e7 2 X 6 SPF 1650F 1 sE
1G2 2 X4SPF 1650F 1 5E' 4-92 X4 SPF 1650F 1 sE
ffi2X4SPF1650F1.5E
PLATES GRIP
M20(209a) 149t11O
Weight: 145 (lbs)
BRACING
TOP CHORD Sheathed or 1-$7 on center Purlin spacing,
excePt end vertlcals
BOT CHORO Rigid ceiling directly applied, or 1-1o:FlO, 910:S30, 8'9:Glo'
7-8:6-3-0 on center bracing.
wEBs 1 Row at midPi 10-3' 8-5
sEP 17 1991
REACTIONS (lbdsize)',1:3185/0-$8, 7=3185/0'5-8
Max Horz 1=-338(load case 2)
Max Uplift 1=-1g7(load case 2), 7=-'1g7(load case 3)
FORCES
ioF cnono r2=-312o, 2-3=-4046, 3-4=-5458, 4-5=-5458, s=-4o46, +7=-3120
BOT CHORO 7€=4, &9=4045, 9-10=4046, 1-10=0
wiBs 2-10=i830, +10=-2?70,?9=1331,4'9=2714'+9=1331, #='2270' &8=3430 \
NOTES
il-rni" rru". has been designed for the wind loads generated by go.o m.p.h. winds at 25.0 feet above ground level, using
' S.O ps.t. fop cnord deadload and 5.O p.s.f bottom chord dead load, lOO.O miles from hunicane oceanline, on a
*i.iS"ty f enclosed building, of Oi-"niio* aS O by 24 0 with exposure C (ASCE 7-93) Lumber Increase = 1 33'
Plate Increase = 1.33. Both end verticals are exposed'
2)SlMPSoNH2.5connectorsrecommendedtoconnecttrusstobearingwa|lsduetoUP|iftasfo|lows:oneconnectorat
joint(s) 1, 7.
LOAD CASE(S) Standard
2425',2 ?a.i. i
kt*ttd A wqnutNc - Verif\ dzsigr parameters and READ NOTES ON TH\S AND MVERSE
'IDE
BEF)RE I-lsE.
Design valid ior use only with MiTek connectors. This design is based only upon parameters shown. and s lor an individua
buitding component to be install€d and loaded vedically. Applicability ol design paramete.s and proper ncorporaiion of --''conponent is responsibilily ol building designer - not truss designer. Bracing shown is lor lateral support of individual web
members only- Additional temporary bracing to insure strabilily during consiruction is lhe responsibrlity ol lhe erector Additional
permanent bracing ol the overall srudure is the responsibility of the building designer. For general guidance regarding IYIII lab calion, quality control, slorago, delivery, erection, and bracing. consult OST{8 Olalily Slandard, DS'89 Eracing --.- |
specifica o'|1, a;d HtB-91 Hrn;ting Instatling and B.{clng R;ommendation availabd trom truss Plrto Institute, 5t}i} D' IlTek lndurtrler, lnc.
Onolrio Orive. Madison. lvl 53719
E <rr ;-<
o-(rcr
99.
z 0
o
=tn z {
=o 2
It
u55o='
oo6'c
ao5o
- o =*Y
K J O-o
= i; :'-
:*{s :XR o<'
tl
**
iiPf E*o'
1ca o^ A'6;= o X x I6 * R -:.o I ob :-=q zr: I O +6 xx: l9i *=X R*d i; Y X v-O i <c.t)o o f ;-r
q= 9XO t1 J a,u Q o
= -!1 ni
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o
i IFi
g3E # EE *ea=
59 3E-a ;i 3iq lr a=*i E g
e r! a'
s9 g ;oo- ,-o
U
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m F
E F
o
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ffi* \
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= i
=9=6 3:::
;Eiig s i*:
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b;Z6 --t
QQ; 6E RH9 @b Etr 1!'
ZG\);6Y''^No-'!
ah (, '-, ,S 8;S e __N)?9 H
9 O O @ ?z
TOP CHORO
TOP CHOFD
=i.iIt iFt F.
il{ffi
@€)
iP
\7 o o
o g
<f)o
o
z o
fr a
@d;ds
i iHEii $i H*6 +fii $4 a8i ii lgs 3a# +gf ii ;iE
,il
ifi$ Ei
d lH €a_ 4F i;i Eqr F= #i= 4fi 9+: 3qg Jr s=; idq 13qq r=
E +H E3 ii saE ts$EF'E; 3F iEi +iE [HiH,€[ i 3[l 5i a is ie *; i; -+g
5e dH ei aEa
+ir
Fa 5E ii * aiH EF E4 gfl
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cs
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us *i g* ili+ i3 iigg 1[ a*E;
=i
€ ; *5; 36o o lR S+ r i t q d -iq'$gi -a3FEq9€'g
.T
,61 .l
@
8x16 r
19-&11
Plare ofiset3 (x,Y): [2:O-2n2,0-24], t3:O{-,on€1, [6:&l-4,G1+]' [E:O-4-1'O-4'5]' 111:044'0'3-121', 112:04{'0n{l
LOADING (p30
TCLL 100.0
TCDL 10.0
BCLL O,O
BCDL 10.0
LUMBER
TOP CHORD 2X6SPF IOsOF 1.5E
BOTCHORD 2X6 SPF',1650F 1 sE
WEBS 2X4 SPF Stud'Excep{'
$2X1SPF16s0F1.5E
OTHERS 2 X6 SPF 1650F 1.5E
SPACING 244
Plates lndeas€ 1.00
Lumbe,Increase 1.0O
Rep Sttess Inct YES
Code UBC-94
DEFL (in) (loc) Uden
Ve.t(LL) 0.13 5 999
VenCrL) o.15 5 999
Horz(fL) 0.16 6 rva
Min Length,/ LL dei = 240
PI-ATES GRIP
M20(209a) 149/110
Weight: 122 (lbs)
csl TC O.72
3C 0.34
wB 0.93
BRACING
TOP CHORD Sheathed or 3-8-4 on center pu.lin spacing'
except end veriicals..
BOT CHORD l-'|2:d-34, I |-12:&3{. IO-11:&3-0, 9-10:6-}0, 8-9:s}o'
WEBS 1 Row at midpt 12€
2 Rows at lE Pls 6€
REACTIOHS (lbJslz€) 1:2275l'+S.8=227t0-5€
Mat Horz 1:'42E0oad case 2)
Max Udm 1=''1ss(load case 2), E-146(load case il)
FORCES
iop 6xbno .-2-z2sa,24=417, s4=-2123' 4-s='2423, s5=-26q0' 6-74' 74=€78
eor CHOnO 8'9=2141 ,s]t}'2441' tO-11=2755, 1'l-12=1630' l-'12=0
WEBS 2-12=1741,3-'t2=-2265,s-tt=ti'., t -t.taiflo, $11=-470' t10=-321' 6-10=3',10' 6-S=E5' 6€=-3348
NOTES
'l)Thistrusshasbogndesignediorrhewindioadsgenoratedby80omph'wiodsat250fe€tabovegroundlevel'using50psttopchord
" i"":iffi;;;;:;;sr-inom ctroru O""o toJ ioo.o .ir"tirorn hunicane oceanlino, on a category | endosod bullding' oldlnEnslons
45.0 by 2t.o with erposure c 6sce zis-s-1.
-luru". tn".e"r. = 1.33, Plate Inc.ease = 1 .33. Both end vertljals atE exposed.
2) SIMPSON H2.5 COnnsAOrs ,eCO.r.*nd-J to "onn"Jtr""
to u.adng walls due to uplifl as follows: one conneclof at lrintG) l, E.
IOAD CASE(SI Standad sEP 17 1s97
2i. ,r.E
frttu,r#
A WqnUn*e ' l/etiJy dzsign parameters and READ NOTES ON THIS ,LND RETTRSE SIDE BEFORE L:SE.
Oesign vatid for use only with Mffqk connectors. This design is based only upon paEmeters shown. and s lor an individual
buiiding mmponenl to be inslalled and load€d verlically. Appticability ol design paran€lers and prop€r incorporation ol
compo;enl is responsibility ol building designer - not truss designer. Bncing shown is for laterai support ol ndrvidua web t
members only, Additiona iemporary bmcing to insure stability during conslruction is the .esponsibility ol lhe €rector Additional i
permanent b;acing ol the ov€rall struclure is the re,spons bility ot th; building designer- For general gudanceregarding lt||Itl fabficalion, quality conlrol storag€, delivery, ereclion, and bracing, consult OST'8a Quality Standard, oSB'89 gracing --,- I
specification, a;d HtB41 Hrn;ting Inst;tttng and sracing Siomrnendatlon availabl;from Tru$ Pl6lo Inslitute, 483 o' lllTck hdualrlca' lnc,
Onolrio Drlve. lladlson, Wl 53719
iU,il-<
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6;= o li x
!lo* 6 --N Qod :'=9 rr i - O -.r1
=!u
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)1 ^ -g= u XO arJ
Qq _' L,L :-I (O (u
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=!8a o=to o 2
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7
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OT -I a
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=fiq He
oj-;(, '-J A OO6 ooN)-a J!NJ !P9 l*z"
I O O
P z
TOP CHORD
TOP CHORD
@ 6 E ;" F = 6 e eD :'r q e' l. q N - Bd
i1gtgl1$ affi a*i$1 **i ii 1g3i$a
gl*i*
EiE
,i
lEg El f,
6 tE E; ?3 =a$ il3g Efr
-a:
ii AEi [gE *H sa '3; F ?i i n i d-
; i4 ia *; q* 'aF?9 iE ia e$i da# ir i[ id F$iH =i $
fl+ ag
$; $e gi is $3.;a aF* Fe 3[f $ ?a g tE.i 5H *e d$ 5 4* 6€eg iF €H[i+ 1a ii qa:? *tFi s 7 , = 6: 'ha gel {3FEiqE-€*q;-r€€u,
:!
T,u3s Truss TYP€
5.00 F2
12
10x10.
-t i El--[
b
1"It-
(o
rJ)
tr)10
2x4 t
t3
it 4x4 --
2x4 t
5.00|f2 7lt6,'8x16
pt"t" Crrsets (X,V): t1i04{,0{-121, 13:G2{'on{1, [4:On4'o-1{l' [s:0-1'4'O-14]' f/:O-2'8'0'1€l' [9:0's-15'04'2]
DEFL (in) (loc) Ydefr
Vorr(LL) 0.32 12 959
VedCrL) 0.39 '12 s00
Hoz(TL) 0.44 s n/a
Min Length / LL den = 240
SPACING 244
Plat€s Increase 1.00
Lumbqlnc.ease l @
Rep Stress Incr YES
csr TC 0.6'l
BC 0.62
wB 0.99
LOADING (PTO
TCLL 100.0
TCDL 10.0
BCLL O.O
BCDL 10.0
PLATES GRIP
M20(209a) 149/'110
Weisht 166 (lbs)
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
REACNONS
FORCES
TOP CHORD
BOT CHORD
WEBS
2 X 6 SPF 1650F 1.5E
2 X 6 SPF 1650F 1.5E
2 X ,l SPF Stud 'Elcept'
1-3 2 X 4 SPF 2loOF 1.6E. ',12-5 2 X 4 sPF 1650F 1.5E
BRACING
TOP CHORD Streathed ot 2+12 on center puiin spadng'
ercept erd vertbals..
BOT CHORD 1-14:;3{, 1}14i0'3{, l2n 3:6-30, 11'12:&}O' 10'11:&34' 9-10:&+O'
WEBS 2 Rows at 1/3 Pis t'3,7-9
7-92X4SPF2100F1.8E
2 X 6 SPF 1650F l.5E
(lbs,/size) 1=30S5/GS,9=3095O-S
MaxHoz 1=-337(load case 2)
Max Uplifr 1=.1S3(toad case 2),9-193(load case 3)
1-2=€76, 2-3={. 3-4={442. 4-s=-5154, S=-5154, &7'-4'142' 7{=0' 8-9=676
;-10=-3t2, 1o- li=374 2, 1 1'12=4s24' 12-13=4s24, 13-1Ge7 12, 1 -1 4=37 42
.t-3:.5133. gl4=85, &13=1089, 4-13=-1340, l.t Z=gzo. ttz=$gr, G12=326' Gtl-1340' 7-11=10E9' 7-10=85' 7-S=-5133
NOTES
l) Thls truss has bg€n designed ior the wind |oad3 gen€rated by 8o.o m.p.h' winds at 25.0 feet abov6 ground |evg|, Us|ng 5,0 p's.f. lop chord
'i""il""o
""i i.o p.s,rinom crrorU aeao toao, ioo.o mnes'trom hunicane oceanline, on a category I endosed building, ofdirn€nsions
il-o oi zlo *ittt
"ip"sure
c (ascf zlds). iumber Increase-= 1 33, Ptalelncr€ase = 1 33 Both €nd verticals aro exposod'
2) SIMPSON H2.5 aonn"*o ,*o-|n"niJ to connect truss to tearing walls due to uplii as follo{s: one connocto. at loinr(3) 1, 9.
LOAD CASE(SI Standard sEP 17 ts97
K*',,,#L wnatuNe - Verifi dzsign parameters and READ NOTES ON THIS AND REVTRSE SIDE BEFORE USE.
Desrgn valid for use oflly with MiIek connectors. This design is bas€d ooly upon paramelers shown, and rs lor an individual
bLlitding componenl lo be inslalled and loaded vedically. Applicability ol design pa€meters and proper In@rporalron of r
---''component is responsibility of building designar - not truss designer. Bracing shown is ior lateral supporl ol Individual web I
members only. Additional temporary bracing to insure stabrlity during construction is lhe responslbilily ol lhe ereclor. Addrtional
I
perman€nt bracing ol the overall stuctur€ is lhe fesponsibiliy of ths blilding design€r. For genoral guidanc€ regardrng IYIII labfication, quality corlrol, storage, delvery, orection, and bracing, consuli OST€g Ouality Standard, Dsg'gg B.acing
spectftcation, a;d HtB-gt Hsfl,ting Instatllng snd B.aclng R;ommendation available lrom Tru$ Plrio Instltute,583 D llTck lnduallle3' Inc.
Onotrio Drive.lladl!on. wl 541719
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Vert(LL) 0.06 514
VertOL) 0.07 514
HozCrL) o.0O 4
l/defl
ooo
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SPACING 244
Plates lncrease 1.0O
Lumber Increase 1.00
Rep Stress Incr YES
Code UBC-94
LOADING (psfl
TCLL 100.0
TCDL 10.0
BCLL O.O
BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
FORCES
TOP CHORO
BOT CHORD
WEBS
2 X 6 SPF 21OOF 1.88
2 X 4 SPF 1650F 1.5E
2X4SPFStud
(lb€,/size) 1=1805/0-18, 4=1585/0-$8
Max Horz 1=-182(load case 2)
Max Uplift 1=-151(load case 2),4=-13g(load case 4)
1 -2=-1 7 89. 2-3=-466, 3-4=' 47 1
4-5=430. 1-5=0
2-5=7fi.!5=-s77
BRACING
TOP CHORD Sheathed or 5-8-7 on center purlin spacing,
excegt end verticals.
BOT CHORD Rigid ceiling directly apptied, or 1O0O40 on center bracing'
PLATES GRIP
M20(2Oga) 1491110
Weight: 44 (lbs)
sEP 'r7 1997
NOTES
il-ini" rruss rt"" oeen designed for the wind loads genented by 80.0 m.p.h. winds at 25.0 feet above grolnd level' usin'g
' 5.0 p.s.f. top chord deadload and 5.0 p.s.f bottom chord de€d load, loo.o miles lrom hurricane oceanline' on a
c"iJgot f
"n"to""d
Uuilding, ot Oimensions 45 0 by 24 o with exposure C (ASCE 7-93) Lumber Increase = 1 33'
Plate lncrease = 1.33. Both end verticals are exposed'
2) SiMpsoN H2.5 connectors recommended lo connect truss io bearing walls due to uplift as follows: one connector at
ioint(s) 1, 4.
LOAD CAsE(s) Standard
fu"#A wAW/VC ' I'ettfi detga parameters and READ NOTES ON THIS AND REVERSE SIDE BEFOM I:SE.
Design vatd lor use only with MiTek conneclors. This design is based only upon parameters shown, and is lor an andivldual
building component to b€ installed and loaded verlically. Applcabrlity ol design par3mel€ls and proper incorporaton ol
- -==''component is responsibility ol building designer - not truss designer- Braci.rg shown rs tor lateral sLrppon ol indrvidua web I
menb€rs onty. Additronal tempo€ry bracing to jnsure slability during construclion rs the responsibility ol the erector. Additional
I
permanent bracing ol the overatl structure is the r€sponsibrlily ol the building designer. For general guidance regardlng lt]Ill labrication, quality control, storag€. deliv€ry, erectron, and braong, consu t OST_84 Ouallty Standerd. DSg-89 Bracing -.,- |
specific€Io;, .;d HtB-91 Han;ting Insd lng and Braclng Biommendation availablo tiom Tru$ Plalo Instlluto, 583 D' IlTok lndurlrlcr' Inc.
Onol.io Drlve. Madbon. W|53719
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15 1
K357229
iFjue Sep 16 14:51:13 1997 Page 1
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[2:GG8,o-O-Ol, [a:O-GO,O-2'121, 16iO+8,o-GOl, [7:O-4-O,Go-51, [7:0+8,GGsl' [8:0-1-4'G1€l'
DEFL (in) (loc) Ydefl
Vert(LL) 0.80 I 352
VertCfL) 0.96 9 293
HozOL) 0.63 7 nla
Min Length / LL defl = 240
SPACTNG 2-0-0 i csl
Plates Increase 1.00 TC 0.80
Lumber Increase 1.00 I Bc 0.83
Rep stress Incr YES WB 0 74
LOADING (psO
TCLL 100.0
TCDL 10.0
BCLL O.O
BCDL 10.0
LUMBER
TOP CHORD .BOT CHORD
WEBS
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
M20(209a) 149n 10
M18(189a) 1271113
Weight: 109 (lbs)
Sheathed or 1-9-O on center Purlin spacing.
Rigid ceiling directly applied, or 1-10:G3-O, 910:63-0' &9:G$0,
7-8:$3-O on center bracang.
2 X 6 SPF 21@F 1.aE
2 X 6 SPF 2100F 1.8E
2 X 4 SPF Stud 'Except'
4-92X6SPF1650F1.5E
(lbs/size) l=3375/0-5€, 7=3375/G5-a
Max Hotz 1=16(load case 3)
Max Uplift 1=-234(load case 4), 7=-234(load case 4)
'l -2=-10847, 2-g=-9s78, 3-4=-7539, 4-5=-7539, 56=-997 8, 6-7=-1 0847
7-8=10'134, 8-9=8956, 9-10=8956, 1-10=10'134
z-io=-ztz. s-ro=4o3, }'9:1829, 4'9=5023, $9=-1829, 5-8=803, G8=-717
NOTES
il-rni" t*"" r,." ueen designed for the wind toads generated by 8o.o m.p.h. winds al 25.o feet above ground level, using
' s.o p.s.r. top ctrord deadload and 5.0 p.s.f botto; chord de€d load, 1oo.o miles from hunicane oceanline, on a
""i&ow f "n"r*ua
buitding, of dimenJions 45'O by 24 0 with exposure C (ASCE 7-93) Lumber Increase = 1 33'
Plate lncrease = 1.33. Both end verticals are exposed'
21 Thii truss not designed tor plaster ceiling. SPan/deflection ratio less than 360
3) SIMPSON H2.5 connectors recommend-ed to connect truss to bearing watls due to uPlift as follows: one connector at
.ioint(s) 1, 7.
LOAD CASE(S) Standard
ffitorl A vAnNtNC - l'ertfi dzsign paraneters and READ IiOTES ON THIS,LND RE\T.RSE SIDE BEFORE LiSE.
Design vatid lof use only with Milek conneclors. This clesign rs based only upon paramelers shown, and is ,or an indivrdual
bU|dngcomponenttobeinsta||edand|oadedvertical|y'App|icabi|ityoJdesignparametersandproperincorporationol
component is responsibility ot building des,gner - not truss design€r. Bracing $hown is lor lateral support ol ind vidual web
members onty. Additronal tempoary bracrng to ir\sure slability dudng construclion s the responsibilily ol the e€ctor. Addiiional
permanenl bracing ol the overall slruclure is the responsibility ol the building designe.. For g€neral guidance regarding IIIII labrcation, quality control, slorage, dolivery e€ction, and bracing, consu I OST_88 Ouality Standard 0SB'89 Braclng --.- |
Sp€cffication, snd HtB-gt H.n;ling Inrt;lling and Bracing Re;ommendrtion availabl; lrom Truss Plal€ Inslitute, 583 o' lllTrk kldulllle3, Inc.
Onolrio orlve. M6dison. Wl53719
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Engineering, Inc..1'
I
l,l i ,., r,r CY te t
u t.,\ v't''
SOIL AND FOUNDATION INVESTIGATION
FOR
PROPOSED RESIDENCE
LOT 4, BLOCK 7, BIGHORN STIBDIVISION FIFTH FILING
TOWN OFVAIL
EAGLE COUNTY. COLORADO
PROJf,CTNO.975I
JULY 16.1997
PREPARED X'OR:
** oif
LEADVILLE. CO 80461
P.O. Box 1ii2. -{von. Colorado 81620 . (970) 827-9088 Tel . (9'0) 82--9089 Far
- {" *
t *=1 )*
* 'r.'
t rr { I
TABLE OF CONTENTS
E)GCUTIVE SUMMARY .. .. .. . . 2
SCoPEoFSTUDY ........ 2
SITEDESCRIPTION ..
PROPOSEDCONSTRUCTION. ..., 3
FIELDINVESTIGATION.. ....... 3
STIBSURFACE SOIL AND GROUNDWATER CONDITION . . . ... , 3
FOUNDATIONRECOMMENDATIONS . .... .. .. 4
SLAB CONSTRUCTION . . .. 5
RETAININGWALLS .. .. ... 5
L]NDERDRAINSYSTEM .........6
SITEGRADINGANDDRAINAGE ........ 6
LA'WNIRRIGATION ....,,. 7
LIMITATION ... ., .. 7
F"IGIIRES
LOCATIONSKETCH .....DRAWINGNO. 1
SUBSURFACEE)GLORATIONLOGS. ..FIGURENO's l-2
SWELLICONSOLIDATION . FIGURENO. 3
GRAIN-SIZEDISTRIBUTIONANALYSIS.... ...FIGURENO's4-S
PERIMETERDRAIN .. . ...FIGURENO.6
LKP Engineering, Inc.
EXECUTIYE SUMMARY
1. The proposed residence should be supported with
conventional type spread footings, designed for an
allowable soil bearing pressure of 2000 psf They should
c,onstruct the footings on the undisturbed sandy Gravel.
See X'oundation Recommendations.
2. Review of the Official Maps of the Town of Vail, does
not show the lot as Geologically Sensitive Area.
SCOPE OF STIJDY
This report presents the results ofa subsurface Soil and Foundation Investigation for a
proposed residence to be constructed on Lot 4, Block 7, Bighorn Subdivision Fifth Addition, in
the Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation
investigation was to determine the engineering characteristics ofthe foundation soil and to
provide recommendations for the foundation design, grading, and drainage.
SITE DESCRIPTION
Lot 4 is at the southwest comer ofthe intersection of Meadow Drive with Meadow Lane,
in the Bighorn Subdivisioq in East Vail, Eagle County, Colorado. The topography of the site is
relatively flat with a gentle slope to the north. Small stream runs along the east properly line, by
Meadow Lane. Vegetation on the lot consisted oftall grass, wild flowers, shrubs, some wetland
LKP Engineering Inc.
vegetation and one tall pine tree. At the time of our site visit, there was no standing water
anywhere on the lot. Drainage is to the northeast. The lot is vacant.
PROPOSED CONSTRUCTION
We understand that the proposed residence will consist of two stories, wood frame
construction, without a basement. We anticipate loads to be light, typical of residential
construction.
Ifthe finalized plans differ significantly from the above understanding, they should notify
us to reevaluate the recommendations of this report.
T'IELD II{VESTIGATION
The field investigation conducted on July ll,1997, consisted ofexcavating, logging and
sampling two test pits. The test pits' locations are shown on Drawing No. 1. The excavation of
the test pits was done with a conventional, rubber tired, backhoe. We show the soil profile ofthe
test pits on the Subsurface Exploration Logs, Figure No's I and2. Soil samples for laboratory
soil analvsis and observation were taken at selected intervals.
SUBSI]RFACE SOIL AND GROUIIDWATER CONDMON
The soil profiles encountered in the two test pits were uniform. Topsoil, five to 5.5 feet
thick" was underlain by one foot of reddish-brown, soft, clayey sand. Below the clayey sand was
sandy to clayey-sandy Gravel with cobbles and boulders to the maximum depth explored of l0
feet. The clayey sand layer between the topsoil and the gravel was very moist. We did not observe
ground water at the time of the soil investigation in either test pit.
We sampled the soil in tJre test pits at random intervals. The soil samples were tested in
our laboratory for natural moisture content, natural dry density, swelVconsolidation and grain size
LKP Engineering, Inc.
distribution. The test rezults are shown on Figure No's 3 to 5.
Review of the Indexes to Geological Mapping, Eagle County, Colorado, prepared by
Charles S. Robinson and Associates, Inc., in 1975, shows that the underlying bedrock is of
Minturn Formation.
Also, reviewed were the Offrcial Maps for the Town of Vail. On these maps, Lot 4 is not
classified as Geologically Sensitive Area.
FOI'NDATION RECOMMENDATIONS
The clayey Sand exhibited moderate to high, consolidation potential. Footings should be
constructed below this layer, on the undisturbed sandy Gravel. They should support the proposed
residence with conventional type spread footings, designed for a maximum allowable soil bearing
pressure of 2000 psf. We recommend minimum width of 16 inches for the continuous footings
and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and
bottom to span an unsupported length of at least 10 feet.
We recommend a minimum of 48 inches of backfill cover for frost protection of the
footing subsoils. The unfursigned engineer should observe the foundation excqvation to verifu
that lhe soil conditions are as anticipated in this report.
The foundation excavation should be free from excavation spoils, frost, organics and
standing water. We recommend proof-rolling of the foundation excavation. Soft spots detected
during the proof-rolling, should be removed by overexcavation. Any overexcavation within the
proposed foundatioq should be backfilled, in 8 inches loose level lifts and compacted to 100% of
the ma:<imum dry density and within 2 percent of the optimum moisture content as determined in
a laboratory from a Standard Proctor test (ASTM D-698). Structural fill, placed under footings
should be tested by the engineer or her representatives on regular basis.
LKP Engineering, Inc.
SLAB CONSTRUCTION
The natural on-site soils, exclusive oftopsoil, organics, are suitable to support lightly
loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be
proofcompacted to detect and remove soft spots. They should bacldll overexcavated soft spots
and other underslab fiIl with the on-site soil, free from topsoil and organics, or other suitable
material, compacted to a minimum of 95 percent of the rnaximum standard Proctor-density .
(ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments
greaterthan 3 inches.
They should construct the concrete slab over a 4-inch layer ofclean gravel consisting of-
314 inchgravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the
No. 200 sieve.
They should reinforce the concrete slab-on-grade and score controljoints according to the
American Concrete Institute requirements and per the recommendations of the designer to reduce
damage due to shrinkage. The concrete slab should be separated from the foundation walls and
columns with expansionjoints to allow for independent movement without causing damage.
RETAININGWALLS
They should design foundation walls retaining earth and retaining structures that are '
laterally supported to resist an equivalent fluid density of60 pcffor an "at-rest" condition.
Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an
equivalent fluid density of40 pcf for the "active" case.
The above design recommendations assume drained backfill conditions and a horizontal
backfill zurface. Surcharge loading due to adjacent structures, weight of temporary stored
construction materials and equipment, inclined backfill and hydrostatic preszure due to undrained
bacldll should be incorporated in the design. They should try to prevent the buildup of
hydrostatic pressure behind the retaining wall.
LKPEngineering, Inc.
UNDERDRAIN SYSTEM
To reduce the risk of surface water infiltrating the foundation subsoil, installation of a
foundation perimeter drain (see Figure No. 6) is recommended. The foundation perimeter drain
should consist ofa 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a
sump pump location, at a 1/4 inch per foot for flexible or at a l/8 of an inch for rigid pipe. The
drain pipe should be covered with a minimum of 6 inches of -3i4-inch free-draining granular
material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free-draining gravel
to prevent siltation and clogging ofthe drain. The backfill above the drain should be granular
material to within 2 feet ofthe ground surface to prevent a buildup ofhydrostatic pressure.
SITE GRADING AND DRAINAGE
A site plan was not available for review at this time. The following recommendations are
general in nature.
Exterior backfill should be compacted at or near the optimum moisture content to at least
95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to
at least 90% ofthe maximum standard Proctor density under landscaped areas. They should use
mechanical methods of compaction. Do not puddle the foundation excavation.
The site surrounding the building structure should slope away from the building in all
directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and
three inches in the first l0 feet in paved areas. The top ofthe granular foundation backfill should
be covered with a minimum of I foot of relatively impervious fill to reduce the potential of
surface water infiltrating the foundation subsoils.
Surface water naturally draining toward the proposed building site should be diverted
around and away from it by means of drainage swales or other approved methods. The roof
drains and downspouts should extend and discharge beyond the limits of the backfill
LKP Engineering, [nc.
LAWN IRRIGATION
It is not recommended to introduce excess water to the foundation soils by installing
sprinkler systems next to the building. The installation of the sprinkler heads should insure that
the spray from the heads will not fall within l0 feet of foundation walls, porches or patio slabs.
Lawn irrieation must be controlled.
LIMITATION
This report has been prepared according to locally accepted Professional Geotechnical
Engineering standards for similar methods of testing and soil conditions at this time. There is no
other warranty either expressed or implied.
The findings and recommendations of this report are based on field exploratiorg laboratory
testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No.l
and on assumptions stated in the report. Soil conditions at other locations may vary, which may
not become evident until the foundation excavation is completed. If soil or water conditions seem
different from those described in this report we should be contacted immediately to reevaluate the
recommendations of this report.
This report has been prepared for the exclusive use of Mr. Dale Wibbenmeyer of J.D.
Builders, for the specific application to the proposed residence on Lot 4, Block 7, Bighorn
Subdivision Fifth Addition, in the Town of Vail, Eagle County, Colorado.
i,J "X;^"". ".NN.9;'iH.gF..e,"./: ..-.-.-. :=*-:'Y tG 4fri')icz-'.|y''. '/) jtni 29s26 i-5
President
LKP Engineering, lnc.
NOTE: TEST PITS LOCATED BY PACING
LOT 2
t /1T Z
LOT
Dgtrzt
5
LOT /9
BLOCK 5
BLOCK 7
CNIL/CEOTECHNICAL
Engineering, Inc.
P.0. Box 1a52 Avon, CO 81620
tel (970) 827-9088 rox (970) 827-sO89
LOCATION SKETCH PRoEcr No.: gTSl
.Of 4. BLACK 7, BICHORN SUBDIVISION 57H ADDINAN
f)wt{ aF vAtL
EACLE COUNIY. COLORADO
PREPARED FOR:
T{R. DALE WIBBENMEYER
SCALE:NI:+U
D^rE: 07- t 5- 97
DRAUNG NA: I
O rEsr Prr No. a
DATE$(cAvATED:July 11 r 1997
ELEVATION:
DEPTH
FEET
s
Y
M
B
o
L
\
n DESCRIPTION OF MATERIAL
AND SAI4PLEI.OCATION
LABORATORY
TESTRESTJLTS
RE\IARKS
_5
-_10
* 15
TopsoiL
TedallshrFrown clayey sancl ,fiolsc
T\T\ -MC=
,ni
f;l;
A'!lo ioil
Reddish-broun to brown cla
sandy Gravel w,/ cobbles
& boul-ders
J ey
-2OO=3.8%
MC=l3.4%
o ground water
ncountered
Z = Relatively undisturbed hand drive
t = Bulk sample
DD =NaturalDryDensity
MC = Natural Moisture Content
-200: Percent passing No. 200 sieve
LL = Liquid Limit
PI = Plasticiry Index
T,T'P NN':INNT',RTN': IN(-STTR,STTRT'A t TT NYPT,rrR A TTON T,O(:
PRotEcrNo.9751
FrGuRENo. 1
O rEsrPmNo. ,a
DATEEXCAVATED:ilulY 11 r L997
ELEVATION:
DEPTII
FEET
s
Y
M
B
o
L
vt DESCRIPTION OF MATERI,AL
AND SAMPLELOCATION
IABORATORY
TESTRESULTS
REMARKS
._5
-10
-15
Topsoi I
No ground water
encountered
Reddlsh-brown claYeY sand,nni c+
DD--
MC=:ZEa"'
'?o,'f:i
tl
;Qi
"d..(
iai
Reddish-brown sandy gravel
w,/ cobbles .subround to
subangular, moist -2OO=2.O%
MC= 13 . 3%
Bottom of Test Pit
Z : Relatively undisturbed hand drive
I : Bulk sample
DD =Natural DryDensity
MC = Natural Moisture Content
-2O0 = Percent passing No. 200 sieve
LL=LiquidLimit
PI: Plasticitv Index
LKP ENGINEERING,INC.SIIBSIIRFACE EXPLORATION LOG
PROIECTNO.g75l
FIGURENO. 2
LKP Engineerin3' 11;PrdecrNo 9751
Figurc No. 3
+6
+4
+2
0
-2
c o
tl c
at
CI *
lrJ
I
0
q
o ()
o
c
C'
C\
lrl
o
c
A
E o o
-4
-6
-8
+6
+4
+2
0
-2
-4
-6
-8
I
t
I
t
\I
I
o.t t.o
APPLIED l-BE-ssuRE - ksl
to too
Somple of Clayey Sand
Noturol Dry Unil Weight =
Noturol Moisl urc Conlcnt :
from lsgg
97.8 pcf
23.4 Pcr c! nt
Pir No.1 at 6 feet
t-
1.O to
APPLIED PRESSURE - h3'
o.l to0
Somplc of Clayey Sand
Nof uro I Dry Unit Waight :
Noluro I Moirlur! Cool.nl =
from Test
95.3 pct
2L.4 PCrcinl
Pir NO.2 6 at feet
Swall - Consolidolion Tesf Results
*t
1l
ql
.{
0)
d
r{
l*' 'v. I .l >r |'|ld rol tr '.' rd 6u)
L
o
Percent Coarser bY t.Je i tht
o
ooooaggooo oNr.+t/.t(c'F-@or
Percent Finer by lleight
o
OO oqr
ql -l
o <\l
o
(o
!l
(J z<l
z,
z
z4
o- (\,
v7
o oa ro
z
F u1
r-l
+)
.,-{
A
])a o E{d
F
=
o
v1
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=z.
e
z
F
o
r-l
(J
i-o
!a
(r)
q,
LKP EIiIBINEERITG, I}IC.GRAIN SIzE DISIRIHIfIO{ AI{ALYSIS Project No.9751
Figure No. 4
I
o
E
':l
|r)l
ml
i;
-{o
d ll
'al Nl >,'.lo
c.,t I c (ol6 :a
GI t-
o oooctooo + l..t (o cg C'r
o
Percent Coarser bY l'leight
Percent Finer by eight
o,o
t\
o
o
(J z.t
z.
z
za
IJJ
a! (v
!!
o oa \o
z,
@)
(\
.lJ.
+)
.F{
.t-)
o
0,
F
=
o
-
Project No. 9751 I^KP EIGINEERITG, I}E.SIZE DISTRIE rIO}I
Figure No. 5
SLOPE AWAY FROM BUILD|NG
COV.R BACKFILL WTH ONf
FOOT OF R.LA N VFL Y
/MP.RWOUS SC/L
GRAI'IULAR FILL 6'
L NL TER FABR/C
(M/RAF| /4oN oR
EOU|ZALENr)
Y i\\
CCARSF GRAVEL, J/4 /NCH DJAM.
WTH LESS THAN 5% F/NES
4_INCH DlAMITER P.RFORA TfD
PlPE SLOP.D TO A SUlTABLE OUTL.T
AT //4" PER FOO. FOR FLEX|BLE AND
Ar 1/8" PER FOOT FOR RtGtD P\PE
<:(,zrX,zzY,tl!./l!
lMPERWOUS MO|STURE
EARR|IR GLU.D TO THf
FOUI'/DA TION WALL
C'RAI/IL TH|CKIIESS SHAULD EE
AT L|AST 8 /NCH.S AND SHOULD
INCR|AS| iF HFAWER S.EPAL;E lS
AAlT/C/PA TID
!
"S D s
-D -t-\
=!rai
oo-,'o;{X o'--o o ^O^ Q ,^'r'U ('- YS
CIVIL/GEOTECHNICAL
Lnglneerlng,
P.J. Eot 1452 A"c.. C0 816
ter (971) 827-9058 fo\ (970) 82
LOf 4. SLACK 7, BIGHORN SUED]VISION F|FTH FILINC
fcw!\l oF vAtL
EAG].E COUN TY, COLORADO
PREPARED FOR:
MR. DALE WIBBEN][81'ER
:
)'\ Coot ac c Eagle Cotrnty Ass
I l!_&!28-;8640 fo_r_parc
,tt""""o.|f f 1""'lii##'W
El!;C'l'R.LCAIj FEElit,..
orHER TYpE ori..bUF
o Aqt-D/s3
Parce I /l . TOWN O -o4 -c'a4 pERl,tI
Architecb:
General- Description:
Work Classz yy'-New 1 l-Alteration
Numl:er of Dwelting Units: /
Address:
Electrical Contractor:
Address:
Plurnbing Contractor:
Address:
Itlechanical Contract.or:
Address:
******)t*** * * *** rr**** * **:t ******* *
VAIL CONSTRUCTIO
APPTICATION TORM E,?Jsls-t-
ddress: ' / ph.
[ ]-Additional [ ]-Repair [ ]-other
Number of Accommodation Units:
PERTIIT /i
, APPLIC/iTION IiUST BE FILLED o tf
l* * * * * * * * * * * * * * tr * * * * * * * * * * * * * * * pE ,l
COMPLETELY OR IT MAY NOT BE ACCEPTED
IT INFORMATION * * * * * * * * * * * * * **** * ** * * * * * * * * *
I J-BuildiDg I t-plunbing t ]-ectricaL [4]:Mechani-caI I -other
ob Aclclress. ,/ 7/.(
7- riri,,g S'4. sutd'5;Lo1o:4,(J
ddress r '/,/L,-.{ro^.f fiZ'._nn.*\44.4.a,a1 / (: 4 7.= 72,:'
h h)5"
!;:mber- and Type of Fireplaces: cas '{...4{ftJ.,.L.*t.".*".7-4.8,9.0..1y.;-%I
cas Loc{s / _ Wood/Frdh|: I
?.'. :'. 9- t.r. kE --ffrt. - : . . ; : : ;;.Appl j-ances
4orlrrre VALUAgIONS
CAL: $
car,: $;{}bo.[gl
cToR Ir{.roIrMAL'Iol'I
OTIIER: $
TOTAL: f
Town of Vail Reg. NO.
Phone Nunrber:
Town of VaiI
Phone Number:
Reg. NO.
***************************
Town of VaiI neg. NO.
Plrone Number: y''4-ztil--z-taa
BUILDING PER},IIT FEE:
PLUMBING pnnult fne: , -. l-
MECHANTCAL pEnurr, FEE: --l:l_r--l-
ELECTRICAL FEBtil -' ' ---l-
DRB FEEs
?l4tt,u\ u-) Town of vail Reg.. No.AtE -l^t= S .)^rr>_ Phone llumber: 445- H;-
{fr+L" uf u * * * * * -. - ;Q/{.; #H7** * * * * * * * *
BUTLDII'IG PI,AN CIIECK NEE:
PLUMBING PLAN CHECK FEE:
MECTIANICAL PI'q.N CHECK FEE:
RECREATION FEE:
CLEAN-UP DBPOSIT:
TOTAL PERMIT FEES:
BUILDING:
SIGNATURE !
ZONING !
SIGNATURE:
CLEAN UP DEP,OSIT REFUND TO:
,$i
TRADTTI.NAL T48oo woooB,t,*n r,"=,
SIDEWALLS/SURROUNDS
Adiacent combustible side walls must be located a
minimum ol 24" from the fireplace opening. See
Figure 7. ll you are using a decorative surround con-
structed of combuslible material, it must be located
O he(
Tlo[iutt
within the shaded area defined in Figure 7. Short
stub walls are also acceptable if they are contained
within the shaded area.
ctiloBcr'
,amb,[Auphu
FLUSH FRONT
BRICK
FRONT 1"
+
I
I
I
58'A'
l'-'*-Nl*-.,._ 55'lr',___-l \l I I I t,o"JK
\ 23:/."
50' r
24
e
(,
MANTEL
A combustible mantel may be positioned no lower
lhan 12" above the lop of the firebox opening' The
rombustible mantel may have a maximum depth of
12". Combustible trim materials, proiecting no more
than 1 1/2" from the face of the fireplace, can be
placed no closer than 6" from the top and side of the
CHIMNEY R
When planning your fireplace location, the chimney c
The fireplace system and chimney components have
tion.The lollowing ligures are the minimum dislances
Minimum overall straight height
Minimum height with OffsevReturn
Maximum height
Maximum chimney length between an OffseVReturn
Maximum distance between Chimney Stabilizers
Double OffseVReturn minimum height
Maximum unsupported chimney length between Offr
Maximum straight unsupported chimney height abov
7-97
7
rrounds
{irebox opening. (See the shaded areas on each side
of the firebox, as defined in Figure 7.) Combustible
lrim must nol cover the black metal surfaces ol lhe
lireplace. This mantel clearance is in accordance with
Section 7-3.3.3 of ANSI/NFPA 21 1.
QUIREMENTS
struction and necessary clearances must be consid€red.
en lested to provide the lollowing flexibility in construc-
,m the base ol the unit.
firebox
18.0 ft.
18.5 ft.
90 fr.
8ft.
35 lt.
24ll.
6 ft.
25 fr.
11
fff
24482C
Il
TRADITIONAL T48OO WOODBURNING
ililllj:iilJE$Til i E o u I R E M E N rs
[1i"j.o^":|.dry,*des.speciryaminimumchimney netgnt above the roof top. These specifications are summarized in what is known as the Ten Foot This rule states:
lf the horizontal distance from the side of fhe chim lolhe peak of the roof is 10leet or tess. re tnp of chlmney nrusl be al least 2 leet above the peai ot
Loof, _Uut never less than 3 feet in overall h;ig;r ;the highest point where it passes through thj roof.See Figure 9.
Flgure 9
Chimney Height
lf the horizonlal distance from the side of the chim_ney lo lhe peak ol the roof is more than l0 leet, a chimney height reference point is eslablished on the sunace of the roof a dislance of 10 feet from the side of the chimney in a horizontal plane. The top of the flf
I tF 10
l+FEET oR
I LESS
THEN
-l
BUT
hleotilouy.
TTofutaaaeh[,i,upfuzt
chrmney must be at least 2 teet above this reference point, but never less than 3 feet in height
"Oor"if,"-highest point where it passes throughihe roof.- '-
These chimney heights are necessary in the interest of safety and do nol ensure smoke{ree operatio;.
I:::.'^9110!^n., steepty pitched roors, ao;oinlns' roor nes, adverse wind conditions, etc., may ireate-a need for a taller chimney should smokirlo occur.
DETERMINING THE NUMBER OF CHIMNEY
SECTIONS REQUIRED
To delermine the chimney componenls needed to comptele your particular installation, follow the below steos:
1 . Determine the total vertical height ol the ,ireplace installation. This dimension is measured lrom the base of the firebox assembly to the point where
the smoke exils the terminal cap.
2 9-9lg"r rhe heighl of the firebox assembty
(8O 7/8,) from the overa height of the fireplace
installation.
3. Relerence lhe chart below lo delermine what componenls must be selecled to complete the
f ireplace installation.
4. Delermine the number of firestop spacers, stabi_
lizers, roof flashing, etc. requtred to complet€ the fireplace installation.
Height of Chimney Components
'Dimensions reflect effective height.
24482C
5pacs * a Iln //F/oryr
F-r
5.rsu) rnru
^ ?9 r 737fit a atl l||T|nr!
--l
I
_l
Zolo Glsarrnce lil mEasurefierlt
lor H[ZF, HE32 & llE832 moddr:
3I r/f W r 3f % "H r 19 %'0 Fronl
27 Vl' W rilth"H r 19 %"0 BacI
Bs/l80Tdr i !o llf,ltp.t g Jt va',
slllro rrru
A a! {a | }tonrn I {r., r0arflr
YOUR IIAJESIIG DEALER
c tt t?, Ztlntn H 20 rrlflllo.h
o 't6 ,u la2aF./.n I ll Urdrgxtdl'
E ttllos|lyn J ?ta1i|J lst,.a,I l # l rzr.ltrn l( ll Ytf /aF.nri
o lf ,a6. r!
@@ffie
hhhbrsld. sb 9rdd hFovcrol3. $
n!ry! h! dght b ctxl0e 3pclltdldr $thod
mica- Bahr. lrEhl.tons, rl.$r atd hdjhtor
ln$us{irr rd drcck aI l0sal SddhC C0dcr rn
Grr Rrlulitioni cD{ htrnb: | 281 765, 1 281
lf0,l 251167,I ?glt 199. U.S. Pilcnb: 1 E38
2'r0,4 aE 24t, | 909 227.l,
I
All llspleceo BlEwn h this b.ochure wsr€ luelod by popane gR3 whdr
28114'W \n,U4" H x 18" D
717 mm x 578 mm x 457 mm
ffi,liEp#s i M AIESTIC
'taolctl cttf{tr
475 Admlral Bhd.
ifisclssaugd, Onl. L5T zNl
1o0O Easl Mafiet
Hrrntington, Indana
n t (a-/
|- o --_t
MINIMUM IREPLACE OPENING9
ot; rarta.A !t/ Clamr l afr ll la66
P- A1
ffir
-tl
I ill
ili
lz lirra3rtti
2t'r sal}"n
.O |F r
'at'rn
fl_,r
2or|-raaonrn A 3! vf leti|tm c j!, l/dr6attth f tF,
A tft7atfin B {l tfa rllos't'n D ll' r.Onn|' 6 ll E I I $lt ,/ :aardr tr | 7
rT
tl
ii
, aranm
, Sctnmr
l asrd,nl
c ?' 3A', nnntr l!/llo Tllx Sustollf irr rxru D rrl.tl'lr
A ?0 9frtTa.rrr A 2*n@ A rrlttnn E trsit.rltrn|m ! f! t/V rtlsnm YEI lcl'i,l''. I aa. / tlnrr l ir r/fr.!6m
^lfl a at,
dffi
LL HE]H
D lrilfl50any|r h 22l f l lrtntt f rr r,la' , .llrrr| | tt , al7ir'n t dt,?:, f.oftrn J 231'?t5')rtj.tl
c ?a r6l0rfn X 2l r/tr?l4rrn
30'wr21"Hx16"D
762 mm x 533 mm x 4oG mm
25"Wx173/4"Hx
6il5 mm r 451 mm
28'W x 2l'
711 mm x 5&l mm x
28314" W x2l 1/4' H x 16" D
730 mm x 540 mm x 406 mm
l-o
ssrssD Tnm
^ tIiSlvt I nl/al o2a otz
MAITSTIC.gfVieplaces
Fnlsc0 Frntpln0E & sT0vE sil0P
743 rtN Mrrt DnNt
P.0 30x 1330
o
WOODBURNING
FRAMING THE FIREPLACE
The T48OO fireplace will fit a framed opening of 56%"
wiJe x 4911" tali. The finished cavity depth must be no
less than 3O'/r" .
Fioure4showsatypical framing (using 2 x 4 lumber)
ofihe fireplace, assuming combustible malerials are
used. All required clearanc€s lo combustibles around
the fireplac€ must be adhered to' Any lraming.ac-ross
itre top'ot tne tireplace must be above the level of the
FIREPLACE
Figure 4
Framing the Fireplace
too standofls.
Combustible Malerlal. Material made ol or surfaced
with wood, compressed paper, plant fibers, plaslics' or
any malerial capable of igniling and burning, whether
flame prooled or not, plaslered or unplastered'
Non-combustible Material' Malerial which will not
ionite and burn. Such materials are those consisting
e'ntirely ol steel, iron, brick, tile, concrete, slate' glass
or plastels, oI combination thereo{'
Non-combustible Sealant Material' Sealants that
will not ignile and burn; General Electric RTV103
(Black), or equivalent. Rutland, Inc. Fireplace Moriar
#63, or equivalent.
After completing the {raming and applying the lacing
material (dry wall) over lhe framing, a non-com-
bustible sealant, one-half inch wide maximum, must
be used to close off any gaps at the top and sides
belween the fireplace and facing toprevent cold air
leaks
Only non-combustible malerials may be used lo cover
the black metal fireplace lronl'
heotilo8cr
7fe futnarua[atPtanat
A 1 112 " air clearance must be maintalned at
the back and sides oJ the firebox assembly'
Chimney Sections at any level require a two
inch minimum air space clearance between
the framing and chlmneY section'
TRADITIONAL T48OO
2'MIN. AIR SPACE
CLEAFANCE TO
ENCLOSUBE
NOTE: FIREPLACE
HEADER CANNOT BE
POSITIONED UNTIL
AFTER THE FIREBOX
ASSEMBLY IS IN PLACE.
49'h.' HEADERHEIGHT. USE
ONLY NON.COMBUSTIBLE
MATERIAL BELOW TOP OF
THE TOP STANDOFFS.
30%"
49'lzu
WARNING
DoNoTAPPLYCoMBUST|BLEFIN|SH|NGMATERIALSovERANYPARToFTHEBLACK
FACE OF TH]S FIREPLACE OR A STBUCTURE FIRE MAY BESULT' THE BLACK METAL FIRE'
PLACEFRoNTMAY0NLYeecoveneowtTHNoN.coMBusTlBLEMATERIALSsucHAs
i[e. e*lcr on sroNE. Do Nor covEn oR BLocK ANY cooLlNG AIR sLors'fff
cornbl:ft1t4
6l^e otcs"t
DO NOT USE A NATURAL GAS SET FOR PROPANE OR A PROPANE SET FOR NATURAL GAS.
WHEN USING PROPANE (LPG) GAS AN AUTOMATIC PILOT SYSTEM MUST BE INSTALLED.
1 . There are many different local codes for gas fire logs. The installation of this set must conform
with local codes or, in the absence of local codes, with the National Fuel Gas Code ANSI 2223.1
1984.
2. This log set is designed for use with Natural Gas-
3. When glass fireplace doors are used always operate gas log set with the doors fully open to allow
for proper combustion air.
4. A fire screen must be in place when the log set is in use.
5. The appliance and its individual shut off valve must be disconnected from the gas supply piping
system at test pressures in excess of 112 psig. The appliance must be isolated from the gas supply
piping system by closing its individual manual shut off valve during any pressure testing of gas
supply system at test pressures equal to or less than 1/2 psig.
6. Minimum inlet supply pressure for Natural Gas is 7" water column. Maximum inlet supply
pressure for Natural Gas is 10 112" water column.
7. After burning, the logs become f ragile and should not be handled. Knocking or rubbing logs can
cause concrete to crumble and is not covered under the warranty.
8. Use a soft, dry paintbrush for periodic dusting of the gas fire logs. Special care must be taken
to clean the Birch logs. Rubbing will remove soot but will also remove the white pigments.
9. Do not burn wood with this set.
Remove all the
Number bv Set
INSTALLING YOUR H A R G R O V E GAS LOGS
parts from the shipping container. Your set includes the following parts...
16"-21" Sets 24" Sets 28"-30" Sets
PG-16 PG-20 PG-25
EB-14 EB-18 E8.22
SD.1 SD.1 SD-l
EM-1 EM-1 EM-1
SPC SPC SPC
AC-18 AC-18 AC-18 * Number of logs determined by set size
DS DS DS vc-1 vc-1 vc-1
1 .Pedestal Grate
2.Ember Burner
3,Silica Sand
4.Fire Embers
S.Safety Pilot Control (optional)
6.Aluminum Connector
7.Fire Logs
8.Damper Stop (optional)
9.Volcanic Cinders
f :\PM4\f NSTRUCT\NGHARl -4 2OF4 (5124193l
-La \do
TNSTALLaTCT AND opERATrorv QurDE FoR
HARGROVE GAs LoGS
NATURAL GAS
NOTE !
ADEOUATE FIREPLACE VENTILATION IS REOUIRED FOR SAFETY
GAS LOGS MUST BE INSTALL.ED BY PERSONNEL OUALIFIED FOR INSTALLING
GAS APPLIANCES.
READ INSTRUCTIONS FULLY BEFORE INSTALLING OR OPERATING.
INSTALLER LEAVE THESE INSTRUCTIONS WITH CONSUMER!
Hargrove Manufacturing Corporation uses refractory material to create ceramic logs. Each log is hand
finished to assure the most realistic, detailed log available. The gas log burner system is designed to
burn like wood - with a yellow smoky flame. For this reason the gas log set must be burned only in
a fully vented, non-combustible fireplace with the damper completelv open and the chimney free of any
obstructions or restrictions. The fireplace must be designed and approved to burn wood. The minimum
permanent, free opening provided by the fireplace chimney must be 8" in diameter (50 square inches).
IT lr THEIR
The realistic yellow flame produces carbon monoxide and soot.
are exhausted up the chimney. lf fumes or soot from the gas
the damper is fully open, it indicates that the fireplace draft is
set until the fireplace draft is corrected.
ADEOUATE VENTILATION IS REAURED.
Under normal conditions these products
burning are evidenced in the room when
defective. Do not operate your gas log
THE SIZE CHART BELOW INDICATES THE
MINIMUM SIZE FIREPLACE OPENINGS IN
WHICH DIFFERENT SIZE GAS LOG SETS
CAN BE INSTALLED.
FLAMMABLE VAPORS MAY BE
DRAWN BY AIR CURRENTS FROM
OTHER AREAS OF YOUR HOUSE
TO THIS APPLIANCE.
GAS LOG
SET SIZE
DEPTH FRONT
WIDTH
36
-Trq's
13"
13"
14"
14"
15"
R€IlEO\(@
-@lD
16
18
20"
22"
28"
34"
40"
24
30
I:\PM4VNSTRUCnNGHARI-4 1 OF 4 l, O/l O/95)/ Qo,6oa
DAMPER. STOP
{optional}
Attach the damper stop clamp to the fireplace damper
blade. Position the clamp to prevent full closure of the
fireplace damper blade.
(See Figure 1)
lf the damper stop provided does not fit, the installer
shall install a permanent damper stop that will keep
the damper open a minimum of 3".
FIGURB I
EMBER BURNER POSITIONING
1. Turn gas off .
2. Remove old log lighter, ashes, and other mate-
rial from the firebox.
3. Center the ember burner on the fireplace floor
with the burner pipe completely visible from the front.
For best results the ember burner should be directly
under the flue opening with a minimum of 4" from the
front edge of the ember burner to the fireplace
opening.
4. Place the grate over the ember burner so front
legs of grate are just in front of ember burner pipe.
Once the final positioning is established, mark th€
burner and grate position on the floor of the fireplace
for reference points. Remove the grate and proceed
with the gas connection.
(See Figure 2.)Figure 2
GAS CONNECTION
1 . The gas supply line should be 112" Inside Diameter (lD) up to 30 feet and 314" for longer distances,
2. Tighten the black pipe cap on the end of the burner pan pipe.
3. Use the aluminum connector to connect gas supply to the ember burner. When bending aluminum
tubing use proper bending procedures to avoid kinking the tube. (lf a safety pilot control is used follow
instructions included for connecting gas to the pilot control.
4. Check all connections for leaks using a soapy water solution.
5. Damper must remain fully open during operation. Place a lighted match next to the burner pipe. Do
not hold the match in your hand while lighting the gas. Turn the gas supply on slowly untilthe gas ignites.
Check the flame for even distribution, flame height and pressure. After checking the flame turn off the
fire. (To turn off the fire turn the gas valve off.) Do not close the damper until all the flames have died.
Keep the glass doors fully open during all burning.
l:\PM4\INSTRUCT\NGHARl-4 3 OF 4 (5/24193)
W
1. Fill the burner pan with silica sand. sand levelshould
be sloped evenly with the sides of ember burner. Place
213 ot the Part A Embers on top of the sand. Burner should
be completely full and level.
2. Light the gas and observe tlame for even distribution.
3. Part B Embers (rockwool) are placed over the sand to
simulate glowing embers. For best results pinch off pieces
of the Part B material the size of a dime and feather it out.
Pface as much as desired over the area the gas comes
through.
(See Figure 3.)
GRATE PLACEMENT
Place the grate over the ember burner using the reference
marks made on fireplace floor earlier.
LOG PLACEMENT
'l . The longest log is the front log. lt should be placed on
the front of the grate with the flat, unfinished side facing the
back. lt is essentialfor this log to be positioned with the flat,
unfinished side being straight up and down.
Sand
Figure 3
(lf the logs are laid flat on the grate the safety pilot control
parts will over heat and shut the system off.l
2. The second longest log is the back log. lt is positioned
on the back pedestal of the grate with the flat side down.
3. The remaining logs are top logs, These logs are
placed diagonally across the bottom logs and can be
arranged to create the most realistic flame patterns.
(See Figure 4.)
Figure 4
VOLCANIC CINDERS
1 . The black volcanic cinders are used to cover the fireplace floor, fittings and tubing around the burner
system. Although not functional, the black cinders act as a picture frame to show off the glowing embers
and yellow flame.
2. The remaining 1/3 Part A Embers can now be spread over the volcanic cinders to look like additional
fallen ash under the logs,
HARGROVE MANUFACTURING CORPORATION
I:\PM4\fNSTRUCT\NGHAR1-4 4 OF 4 l5l24l93l
ty
r
c o"""""otOf t".
oarn:7- l-$7
[N)-Building [ ]-Plunbing [(J-Electrical [ ]-Mechanibar [ ]-other
PER,\IIT /I
n
o
I
ou
t
3 -864 19,
8
rt
32
t
tl $i;';'PERMIT
VAIL CONSTRUCTTON
APPLTCATION FORM
Job Name: /V\ C JobA<idre==, f?RW-
Owners Name: iirn t sf lllcn"r).at Aigf:Zs z 25t y'oo,t e. pt h'Ph.4 G/-3 033
Architectt SrEyenr Jnrnes f,og^J Address: pCR^32:'/c0 t toz4
General Descriptio., -5'",r/" F-^i l, Rat,olrnrn ,.t/ i\
work class: IX]-New 1 1-atEeration [ ]-Additional [ ]-Repair [ ]-other
Number of Dwetling Units: I Number of Accommodation Units: z
Legal Descripti onz _LoL 4 , gLock_1 Fi]ing susprvr sroN,Pi'ti;pR.A?"^..ie"{Spec.)"/-It^,,rr?, ^_,, ., -, -
APPLTCATION MUST BE FILLED OUT COMPLETELY OR IT MAY-N-OT BE ACCEPTED t -* \rlrl iv\.rt'lr.ull r s! r lJt( -LI rt}II NUj'. tt.tl AUL;j3 t,I..E L,
!* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * pEIu'{rT TNF6RMATT9N * * * * * * * * * * * * * * * * * * * * * * * **** **
.f
Address:
Mechanical Contractor:
Address:
Town of VaiI
Phone Nurnber:
Town of Vail
Phone Number:
Reg. NO.
Reg. NO.
** * * *** * ***** ***** ** ********r.***FOR OTFTCE USE *******************************
BUILDING PERMIT FEE:
PLUMBING PERMIT FEE:
MEC}IANICAL PERMTT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Cornments:
BUTLDING PI,AN CHECK FEE:
PLUI,IBING PI,AN CHECK FEE:
MECHANTCAL PI,AN CHECK FEE:
.ir_: JUL VALUATION BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
'-u'#zi."fiJ;:l,"ujffi El-ectrical Contractor:
Plumbing contractor:
Address:
CLEAN IIP DEP.OSIT RXFI'NI)J a bu;ltr^ Tnt.
l1sg7
luwn u
v
lltl
75 soulh lronlage road
vail, colorado 81657
(3031 479-2L.38 or 479-2139
TO:
FROM:
DATE:
SU&TECT:
ofllce of communlly development
ALL CONTRACTORS CURRENILYL REGISTERED WITH THE TOWN OF VAIL
TowN oF VAIL PUBLIC WoRKS/COMMUNITY DEVELOPMENT
MARCH t-5, 1988
CONSTRUCTION PARKING & MATERIAT STORAGE
rn summary, ordinance No. 6 states that it is unrawfur for any person to l-itter, track or deposit any soir,-rocf, sand, debris or rnateriar, incruding trash dumpster!, poriabl" toilets and workmen vehicles. |pon. any streetl sidewaik;-Ji;y or public p11:" or any portion theieof- The right-"i-*iv ln arl Town of Vail streets and.fg"g= is approximately S ft. off pavement.This ordinance wirr be strillry entorcla uy tne rown of Vair Public works Deoartment. pers;ns found vialaain; this ordinance wilL- be given a 24 hour writren ""ti""-t"-;;;;:'=aid rnateriar.rn the event the person so notified-does not compry with the notice within rhe 24 hour.tine -le"i;i;e,"ii"-iilf,ric works Department will remove said urateiiai ii-ir."''J"pli=" of person notified- The provisions of this orcrrnance shall not be appticabre to c6nstruction, naintenance or repair projects of any street or alley or any utilities in tfr"-rlgfri_"_r"y.
To review ordinance No- e in furl, prease stop by the Town of Y:il B"llding Department to obtain a copy. rfranX you for your cooperation on this matter.
JZ-<2.^-.-
acknowledged
r (i.e. contractor, owner)
75 Boulh ,ronlage road
vtil, colorado 81657
(303) 479-2138 or 479-2L39 otflce of communlly dGyclopment
BUILDING PERI.iIT ISSUANCE TiME FMIIE
If this permit. lequi.res a Torvn of vair Fire Departrnent Approvar,Engf neer''s (.publ ic works) reyiew and approvai,' i piinnini'blp."tm.nt
review or Health Department review, ani'a_review uv ite'-duiiains Department, the estirnated time for a total review ruv iur."'as l6ng as three weeks.
l]].^.:ry:ryial (larse or sma'H ) and ail mutti_family permits will nave ro roilow the above mentioned maximum requiremLnts. Residential
:19_:t1] prglegts,.shou'ld take a tesser amouni of -tir".'
Ho*"uer, if res'roenul'at or smaller,projects impact the var.ious above mentioned departments with reoard. to necessary review, th";; p;;j;.li'ruy also take the three-weet peiioJ.
Every attempt will be made by this departnent to expedite this permi't as sQon as possib'l e.
I' the underSigned, understand the plan check procedure and tjme frame.
Community Development Department.
TO:
FROM:
DATE:
RE:
MEMOBANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMIT'IS REQUIRED
^n Job Name: N[oncrie # Kp sr'lrzaac-e Dalei 'l-t-97
Please answerlhe following questionnaire regarding the need fora "PublicWay Permit":
YES NO
ls this a new residence?
ls demolition work being performed
that requires the use of the right
of way, easements or public propefi?
ls any ulility work needed?
ls the driveway being repaved?
ls different access needed lo site
other than exisiing driveway?
ls any drainage wod< being done
affecling the right ol way, easemenls,
or public property?
ls a "Bevocable Right Of Way Permil"
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no to 8A, is a parking, staging
or lencing plan required by Community
Development?
ll you answered yes to any of these questions, a "Public Way Permit" musl be obtained.
"Public Way Permit" applicalions may be obtained at the Public Work's office or at
Communi$ Development. lf you have any questions please call Charlie Davis, lhe Town
of Vail Construction Inspeclor, at 479-2158.
I have read and answered all the above
1)
2)X
X s)
4)
5)
x 6)
7)
X
X
-/-q2
Job Name Contractor's
*o?"nlei n Consu lti nf, engi neers
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135
MAIN OFFICE AVON
(303) 989-1223
(303) 989-0204 FAX
(970) 94s-6009
(970)e49-9223 FAX
. Lakewood, CO 80228
SILVERTHORNE
(970) 468-6933
(970) 468-6939 FAX
July 7, 1997
Andrea de Bruin
50 \\r ildrvood Lane
Bou lder, CO 80304
Subject: Excavationlnspection
Proposed Addition
5 197 Gore Circle
Vail, Colorado
Job No. 97- l 88
As requested, a representative ilom our office inspected the foundation materials exposed in the completed
excavarion at the subject site on July l, 199'/. The purpose of our inspection was to verifu that the exposed
materials rvould sal'ely support a spread footing foundation system for lhe proposed addition.
The depth of the excxvation varied between 2.5 to 7.0 feet. The materials exposed in the excavation consisted of a
dry to rnoist, mediun dense to dense, gravelly, silt and sand rvith some cobbles. The loose soils rvithin the
excavation were compacted in accordance with our recommendations. ln our opinion, the exposed soils in the
excavation will safcly support a spread footing foundation system designed for a maximum allowable soil bearing
pressure oi2.000 psf. Our opinion is based on the exposed foundation soils remaining unsaturated. ln addition, wc
reconrmend that a foundation drain be installed in areas of the addition that are below grade. The foundation drairl
should be constructed as shorvn in the attached figure.
We appreciate the opportunity to provide this service. Ifwecan be of further service, please contact us.
Sincerelv.
SBh'lijt
( I copies sent)
enc losure
cc: I copv - 'lorvn of Vail. i copy - Don Cipe, I copy - SCS Building Croup
ip' h/u")
I{.OECHLEIN NSULTING ENGINEERS
William H. K
President
lein, P.E.
J
_l
l*
Y
BELOW GRADE WALL
MANUFAGTURED DRAIN
MIRADRAIN OOOO OR EQUIVALENT
EETING
PERFORATED PIPE 12'.MtN.
NOTES:
1. DRAIN SHOULD BE AT LEAST I2 INCHES BELOW TOP OF FOOTING AT THE HIGHEST'POINT
AND SLOPE DOWNV1,ARD TO'A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER
CAN BE REMOVEO BY PUMPING.
2. THE DRAIN 6HOULO BE LAID ON A SLOPE RANOING BETWEEN 1/8 INCH AND 1/.[ INCH
DROP PER FOOT OF DRAIN,
3, GRAVEL SPEclFlcATlONS: WASHEo 1 1/2 |NCH TO No. .t GHAVEL wlTH LESS THAN
3$ PASS|No rHE NO. 200 SIEVE.
CLAYEY BACKFILL ---,
,o )<===E-:--=:--:\:=-==------5-=:
-----------:;-
a \ COMPACTED BACKFILL (SEE
'\ REPORT FOB BACKFTLL z \ RECOMMENDATIONS) |
)'/1
I
I l--'
,t
)
,I
)
,
,
,
MIRAFI 14ON OR
EQUIV ALENT
GRAVEL
12'
PLASTIC SH
(o,
TYPICAL WALL DRAIN DETAIL
TOWN OF VAIL 75 S. FRONTAGE ROAD vArL, co 81657
970-479-2738
Job Addreas.,. !Location......:
Parcel No.....:Project Number:
4788 MEADOW DR
4788 MEADOW LANE
2101-131-04-004
PRJg7-0119
ISSUED
tt/26 /7ea7 Lt/28/7qe7
05/27 /1ee8
Status. . .
Applied. .
Issued. . .
Expires. .
Valuation:
#0f cas Logs:
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE; THIS PERMIT MUST BE POSTED ON JOBSITE
MECHANICAL PERI4IT PermiL
AT
#:
ALL TIMES
M97-O245
APPLICANT MONCRIEF ERNEST - TRUSTEE
10 V'ANDERING RTLL, IRVINE CA 927L5 OWNER MONCRIEF ERNEST - TRUSTEE 10 WANDERING RILL, IRVINE CA 927L5
CONTRACTOR MID COUNTY PLIJMBING & I{EATING P. O. BOX 23186, 22L WARREN AVENUE,
Description:
PIT'MBING AND HEATING NEW SFR
Firepl,acG Inforration: Restcictcd:#O{ 6as Appti ances:
Phone: 97 O-468-492a,
UNIT B, SILVERTHORNEl CO [r'r';
14,500 . r)0
fof ilood/PaLl,c.,.
*********}*********ffi*****rrt*****ffi**r.*ff*****i*i***t FEE SUfilARY *f,**trt****.}rt**t****ff*******ft*i*trt****tfi*fir******t***f,t llechanicat---) 3oo,(x) ncstuarant pr,an Rcview--> .oo Totat cel,cul,ated Fecs---> 5z8.oo Ptan Check---> 75.00 DRB Fee-------lnv.stigation> .00 TOTAL FEES--_--l,it[ CaL l.----> 3.OO payrents______
n***f,*t*#itr***i****tt*t##ffi****frnr**r**r******rrr,***kif,*********f,*****ir*r***n***lltlllf*lll;;;;;;i-******in**
IIEM: O51OO-BUILDING-DEPARTMENT- PEPI: BUILDING DiViSiON:!! / 2 6 / 1!2e-? ^ JBU_ _- -- -AEEi6ii :
- Ei;Fn AppRovED JF,M- -
rt,em:' 0s600 FIRE DEpARiMEl,i,i -b?pr: FrRE Division:
CONDTTION OF APPROVAL
1.2.3.
4.
5.
6.
7.
8.
tgtralqn*m#,:mffi Hff ffi
ggixfglmgiiq;i;;iliitifi;l"'
Fffi mffi
:igrui:tlifi x'trl'ls'iiullllill"+iu,HoRrzoNrAL Ducrs ReQ. IsO- ilicr-i;sfl-i6oo-fiiu-
* ** * * * ** ** * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * i
DECLARATIONS
L h:tt|-.:l13t$: !lt?t.l havc read-this appLication/ fiLted cxrt in futt. the tnforiatton requi Fed, coryaered an sccurat. ptot PLan/ tnd stlte that tLt thc inforEtl.on providcd as fcquired is corrlct. t lgree to colpl,y riith tirc information and ptot il,an,to compl'y r,ith rtt To{n ordinmcca and stitc \avs, and io buitd thi3 structurc according tothc Tovn's zoniri! ana suHivision codra, dcaign rcvieu approved, unifom Buitding cirde ana other opdi
REEUESTS fOR II{SPECTIOI{S SMLL BE I,IADE TUETITY-FOUR TOURS tN
SIGNATURE OF Oi.IiIER OR COT{TRACTOR FOR HIIISELF ANO OITNER
8:00 Al'r 5:00 Pfi
TOWN OF VAIL
75 S. FRONTAGE ROAD vAILf CO 81657
970-479-2L38
DEPARTMENT OF COMMUNITY DEVEI-,OPMENT
NOTE: THIS PERMIT MUST BE POSTED
PLUMBING PERMIT
Job Addrese: 4788 MEADOW DR
Location , , .2 4788 MEADOW L,ANE
Parcel No..: 2101-131-04-004 Project No. : PRJ9?-0119
APPLICANT MONCRIEF ERNEST _ TRUSTEE
10 WANDERTNG RrLL, TRVINE CA 92715 OWNER MONCRIEF ERNEST _ TRUSTEE
10 WANDERING RILL, IRVINE CA 92715
CONIRACTOR MID COUNTY PLIJMBING & HEATING P. O. BOX 23186, 22! WARREN AVENUE, UNrT
ON JOBSITE AT ALL TIMES
Permit *: P97-0184
Status...: ISSUED Applied..: tL/26/L997 tEiued...: tt/25/L997
Expires. . : os'/25'/1998
Phone: 97 0-468-4924
B, STLVERTHORNE, CO 804
Description: NEw PLttMBINc AND HEAT (new sfr) Valuation:12,000.00
*******t*itt***rtlr*r***tt*ti*t****ft***********ft***t***tfi FEE SUh ARY t*t**ft*t*i*l****rrf,tffidrr*iif,f,r**ffi*t*t***,r *it**fftft*
Pf,ut$ing-----> 180.m Rcstuarant Ptan Reviev--> ,00 Totat calculated tees---> 228.A,
Pl.an Check*-> 45.m ToTAL FEES---Invcstigation> .00 Totat permit Fer-------> 228.0Q
Ui l,t Cstl,----> 3.00 Payments-------
BALANCE OUE_--*tfri******tffi******t***ff*************frl****!t*f**trftt**ff**t*tt***rttitt***fittnHfi*f,ttt*tr*t****!t*********tr*i|l.tt*t******
IIE-M: .O51OO BUILDING DEPARTMENT DepT: BUILDING Division:II/26/L997 JPJT ACtiON: APPR APPROVED JRIT Iten:'05600 FIRE DEPARTMENT Dept: FIRE Division:
*t*******t**ff**r*******lri****ffi**t*ttr**,(*trrttltfHt**lrh}}t****R*it**#l*tl****t**r*n**i***********ffi**#*******
CONDIT]ON OF APPROVAL
1. FIELD INSPECTIONS ARE REOUIRED EO CHECK FOR CODE COMPLIANCE.2. EIBE-DEPARTMENT APPROVAL-IS REQUIRED SNTORE ANY WORK EEN EE STARTED.
*f,*fi*t**t*f,r****tffrt*t*tt|Ht**tttrt*t**t******i***l***ti*****f,*i***t****rrt*******t******ft***t****tr****H*********rhhf**rt***
DECLARATIONS
l_hrrlby acknoutrdg! that I havc F.,!d this €ppticetion, fitLed out in futL thc infornation rcquired,p[rn, .nd statc that .l,L the informtion provided as requircd is corFect. I agrcc to conpty iith tire to coipLy Hith atl, Toyn ordinrncea rnd strt. [avs, and fo bui l,d thig structure accordi
codes, drsign rcviev epproved, Unifort Building Coda and other ordinances of thc T
REOT'ESTS FOR INSPECTIOI{S SHALL BE ilADE IIIENTY-FOUR HOURS ItI ADVAiICE BY
co[p Letcd an
i nforrati on
accurate p lot
and pl,ot ptan,
subdivision
****************************************************************
TOWN OF VAIL, COLORADO Statemnt ****************************************************************
Statemnt Nunber: REC-0354 Anountt
Payment Method: CK Notation. #L782
228.O0 12/O3/97 r-4:03
lnit: JRI'{
Permit, No: P97-0184 Type, B-PLMB
Parcel No: 2101-131-04-004 Site Addrese: 4788 MEADOW DR Locationz 4788 MEADOW LANE
PLUMBING PERMIT
****************************************************************
This Palanent
Account Code
PP 00100003111200
PF 00100003112300
wc 00100003112800
Total Fees:228.00 Total ALL Pmts:
Balance:
Deecription
PLI'MBING PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
228.00
228.00
.00
Amount
180.00
45.00
3.00
****************************rt***********************************
T9WN OF VArL, coLoRADO sraremnr ****************************************************************
statemnt Number: REc-0364 Anounr: 378.00 L2/03/g? 14202 Palrment Method: CK Notationt #L782 rnir: JRM
Permit, No: M97-0245 Type: B-MECH MECHANICAL PERMIT Parcel No: 2101-131-O+--O-O+Site Address: 4?Bg MEADOW DR Location: 4ZBB !'fDADOW LANE
This Payment Total Fees:378.00 Total ALL pmts:
Balance: .00 ****************************************************************
378. O0
378.00
Account Code
MP 00100003111300
PF 00100003112300
wc 00100003112800
Deecription
MECHANICAL PERMIT FEES
PI.,AN CHECK FEES
WILL CALL INSPECTION FEE
Amount
300 .00
7s.00
3.00
TOWN OF VAIL
75 S. FRONTAGE ROAD vArL, co 81657
9't o- 4't 9 -2 t38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit #: 897-0133
APPLICANT TRIANGLE ELECTRIC
P O BOX 4068 | FRTSCO CO 80443
CONTRACTOR TRIANGLE ELECTRIC
Job Address
Location. . .
Parcel No. .Project No.
ELECTRICAL PERMIT
4788 MEADOW DR.
4788 MEADOW LANE
2101- l- 31-0 4 -0 0 4
PRJg7-0119
Status. . .
Applied..
Issued...
Expires, .
Phone: 30345
228.00
.00
?28.00
228.00
I S SUED
07 /01/rss7
oB /04 /ree7 or/31/7ee8
35424
Phone z 3034535424
OWNER
P O BOX 4068, FRTSCO CO 80443
MONCRIEF ERNEST - TRUSTEE
10 WANDERING RILL, IRVTNE CA 92715
Description: ELEC FOR NEW SFR/CARETAKER Valuation:16r000.00
FEE SUIIHARY *******lc,(**************i******S*****Jr****trt****t*********
E Iect ri ca l.--->225.W
DRB Fee
lnvestigat i on>
UiLL CatL'--->
.00
3.00
TOTAL FEES---> 228.00 BALANCE DU€----
*********************t****1****************************fitff***rri*********t****************ir*************************i****i********
Iteni ,O6QOO ELECTRICAL DEPARTMENT Dept: BUILDING Division:08/04/L997 CHARLIE Action: epFR FoR ELEC DEFT-Itbm:'05600 FIRE DEPARTMENT Dept: FIRE Division:
********t****i****t*****t*****************************************t********************f,***************************i***********t**
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
******t*****************************************************************i*************************************ft******************
DECLARATIONS
I.hereby acknovtedge that I have read this apptication, f itl.ed out in fuLl, the information required, compl,eted an accurate ptot
Pl'an, and state that atl the information provided as required.is correct. I agree to compty Jith tire information and ptot ilLan,to.compty with al't Town ordinances and state [aHs, and to buil.d this structure according to'the Tovn,s zoninq and subdivisibn codes, design revieu approved, uni{orn Buitding Code and other ordinances of the Town af,pticabte thereto.
REQUESTS FoR INSPECTIoNS SHALL BE IIADE TiIENTY-FoUR HoURs IN ADVANCE BY TELEPHoNE Ar 479-2138 oR AT oUR oFFICE tRott B:OO Ar 5:00 p
Tota I Catcu tated Fees--->
AdditionaL Fees--------->
TotaL Permit tee-------->
Payments-------
****************************************************************
TOWN OF VAIL, COLORADO Statemnt ****************************************************************
Statemnt Number: REC-0307 Amount' 228.00 O8/O4/97 08:17
Payment Method: CHECK Notation: #17488 Init: CD
Permit No: E9?-01-33 Type: B-ELEC ELECTRICAL PERMIT Parcel No: 2101-131-04-004 Site Address: 4788 MEADOW DR Location: 4788 MEADOW LANE Total Fees: 228,00 This Payment 228.00 Total ALL Pmtst 228.00 Balance: .00 ****************************************************************
Account Code Description Amount 01 OOOO 41313 ELECTRICAL PERMIT FEES 225.00 01 OOOO 41.336 WILL CALL INSPECTION FEE 3.OO
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 8165?
97 0-47 9-2r38
DBPART},TENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
PUBLIC WAY PERMIT
ON JOBSITE AT ALL TIMES
Permit +: PW9?-00?7
Job Address:Location...:
Parcel No..:
APPLICANT
CONTRACTOR
OWNER
Description:
NEW HOME
4788 MEADOW DR
AT INTERSECTION OF MEADOW
2101- 131- 0 4-004
J.D. BUILDERS
P O BOX 484, LEADVILLE CO
J.D. BUILDERS
P O BOX 484, LEADVTLLE CO
MONCRIEF ERNEST - TRUSTEE
10 WANDERING RILI, IRVINE
LN & MEADOW RD.Applied..: a7/I811991 Issued...: 07/18/L997 Expires..: 07/t8/t998
Status. . .ISSUED
Phone z 7194862487
Phone: 7L94862487
80461
80461-
cA 92715
******************i*t************************************** FEE SUHIIARy
Publ,ic tlay--->
Investiqation>
Bond Amount-->
TOIAL FEES--">
7s .00
.00
75.00
Payments-------
BALANCE DUE----
75.00
.o0
******************************tt********t******t***********#*****t********************t******************************t**f********
Item: O55OO PUBLIC WORKS 07/LB/I997 LARRY P ACtiON: APPR LP Itbmi' 05550 ENGINEERING
Dept: PUB WORK Divieion:
Dept: ENGINEER Division:
CONDITION OF APPROVAL
*************t********t**************i***************i***********t*ff*******ft***t*i**t**ttt******************ff****ff************
DECLARATIOT,IS
I certify that I have read all chaPters ot TitLe 12-Str.of the Vait llunicipat Code and aLl, utiLity company agreenents, signed by me, and uiLt abide by the same/ and that al,t utititiied as requ.i red.
Pubtic llorks yilt have a spec/detaiL book available in Aprit ot 1995.
**** REQUESTS TOR INSPECTIONS SHALI,IN ADVANCE BY TEI,EPHONE AT 479-2138 OR
MADE TWENTY_FOUR HOURS IN ****
OUR OFFICE FROM 8:OO AM TO 5:OO PM
BE
AT
****************************************************************
TOWN OF VAIL, COLORADO Statemnt ****************************************************************
statemnt Nurnber: REC-0307 Amounti 75.00 08/04/97 OB2I9
Payment Method: CHECK Notation: #17488 Init: CD
PW97-OO77 Type: PUBWAY PUBLIC WAY PERMIT
2101-131-04-004
4788 MEADOW DR
AT INTERSECTION OF MEADOW LN & MEADOW RD.Total Fees:75.00 Total ALL Pmts:
Balance:****************************************************************
Permit No
Parcel No Site Address
I,ocation
This Payment
Account Code
01 0000 47320
Description
PUBLIC WAY FEES
75.00
75.00
.00
Amount
75.00
il.
****************************************************
TOWN OF VArL, COLORADO
*******!k*******************dr************************************
*********
Statemnt
s3. o0 09/r? /e7 'J-4:57
Inits: JR
o
***
Statemnt Number: REC-0327 Amount:
Payment Method: CK Notation: 016897
897-0199 fype! B-ELEC ELECTRICAL PERMIT
2101-131-0 4-0 04
4788 MEADOW DR
4788 MEADOW DRIVE
Total Fees:
53.00 Total ALL Pmts:
Balance:****************************************************************
Permit No:
Parcel No:
Site Address:
Location:
This Pa)ment
Account Code
01 0000 41313
01 0000 41336
Description
TEMPORARY POWER PERMITS
WItt CAtt INSPECTION FEE
53.00
53.00
.00
Amount
50. 00
3.00
Jv| 9' J\J
^V.ww llU.V.J l ,V-
- lfcontact Eagre couattr*t"iTtOrt
oF vArL co'srr* grro" O O f,'li.3J',lL rr.TlrlT?gffi *o PERilIT E
'tob Ntnet
LgaI Dcsorlptlons Lt
OuDers NaDe:
Archltect:
ilob Addru:
Addr.rf r ID Innrl t,,i ,tqT,Iubah*
Addr.Brr J
-ph,
n}|*". and Typc ot Flrcplaccr: crl tpptlanccr_ caa rogs_ wood/pellet_
lf* *** * '*tt'lt**'*llf'*****t***ttr. VA!I'ATI0N6 rirr****r*.i...t**rl*rr*r**t ft.*.
;i)
'I
lf,taar.. rtr. ttt tt I trlraa-
'Esneral Cortractorr
ceneral oaacriptlon:
,/work cralr: tvl-lrcr I J-Altsragrori g.l-ecorttonar t ]-Reparr I J-othcr
Nunber of, hr.lllng Unltl: l_Nr&bar of, Acamuodatlon Unlts:
Ao:fAls J---4
rf,luRlaSroil rrr arrrrr r ri..r rrr.rrfi l*.r
Address:TotrD ot vatl ncg.-No.Phone Nunbart
El,octrI
Addrcr:, ]\,lniirri-'Ujilnffi, Towr ot vrll
Phone Nunbrrc
.Pluublng Contrrctort Addreeei _- Tgwn ol vrll Rcg. No.Phonr Nu!b.r:
t{eclranlcal Contraotorr ____--lddri8s: __ -------'
-
r-o1n o_! V_rll rcg. t|O.Ph9n. Nuubrrc
a*t t* t*rt* llt a*r. aa.rttt*aat**tt a BUII.DINC PERJIfIT IEET PU'I{BITG PERIIIT FEET l{Pcllrrrrcll, FEFlt{rr pEBt
EITCIR|ICAL IEE:oIHER tYpE oF pEEr
DRE PEET
Fon orPrcE ItgE t.r.*r**rattl}rrrrrrrrr*rrtrr.r.
EUrI.DING PIAN cHgcK FEE|
-P_Iq!-DING
pHr crrscx yuic uEcr|A}ltcll. Plelr cllECK rEE3 RECRIATTO}' rEE;CIJTN-UP DI3?O8rTt lqrrrr pttltll lEEiEr
HIT&DTNG:
ardNArtxREr
ZOllttfCs
StoltAT{tRE:--t
0.#A\r, ChavUu
oo
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD vArL, co 81657
97 0-47 9-2r38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit 9: E97-0199
oJ4all q l?
Job Addrees
Location. . .
Parcel No..
Project No.
4788 MEADOW DR
4788 MEADOW DRIVE
2101- 131-0 4-00 4
PRJ97-0119
APPLICANT TRIANGLE ELECTRIC
P O BOX 4068, FRTSCO CO 80443
CONTRACTOR TRIANGLE ELECTRIC
P O BOX 4068, FRTSCO CO 80443
OWNER MONCRIEF ERNEST - TRUSTEE
10 WANDERING RILL. IRVINE CA 927 15
Description: TEMPORARY POWER FOR NEW SFR Valuation: 250.00
****#*****M********fl**********t#********ffi*** FEE SUlll'IARY ***i**i*ffi:**ffr****ff******t**ff**#r:*ffi*****tffi
Etectricat---> .0O Total Catcutated Fees---> 53.00
DRB Fee Investigation> -0O Totat Permit Fee--------> 53.00
lri LL cat l,----> 3-0O Payments-------
TOTAL FEES---> 55,00 BALANCE DUE__.-
*****ff*H***Jr****ff******ff***ft******i*ff**t******ff*****ft***t********tr**fi*ff*f(ff(***Jr*********ft*ff|t*ffiffitffir't**ffr
rtem: 06000 ELECTRICAL DEPARTMENT Dept: BUILDING Division:09/L6/1997 LORELEI Action: APPR APPROVED BY ART HOUGLAND rL'en,' 05600 rrns DSpARTMENT Dept: FIRE Di-vi-sion:
Jr**********lri*********tr************ff***ffi****************************#*ff***rtirrk*****ffirHntffirtffittJrtffirffr
CONDITION OF APPROVAL
**Jr**#*******lr*tr*lrt*SJrt**ff*ff**ffff**ffiff****ff**lr************'H***#r*****'ffi*J('t**ffdr'ffi**|ttffir*ffi*ff**'tff*
DECLARATIONS
I hereby acknowtedge that I have read this apptication, fitLed out in ful,I the information required, corpleted an accurate Ptot
ptan, and state that att the information provided as required is correct- I agree to conp[y lr'ith the infornation and pLot Pl'an,
to conpl.y lrith atL Town ordinances and state [aws, and to buiLd this structure according to the Town's zoning and suMivision
codes,, design review approved, Uniforn BuiLding code and other ordinances of the Town appticabte thereto.
REOUESTS TOR INSPECTIONS SHALL BE I{ADE TI,IENTY-FOUR HOURS IN ADVANCE gY TELEPHONE AT 479-2138 OR AT OUR OTFICE TROI.I 8:OO AI'I 5:OO P
W ,n,w,
StaLus...: APPROVED
Applied. . : 09/1,L/I997
Issued. . . :
Expires. . :
Phone z 3034535424
Phone 2 3034535424
SIGNATURE OF OI'NER OR COI{TRACTOR FOR HIIISELF ANO OIIIIER
5ep-.1 l-97 O7:2l3A,Triangle Electric 97O 453 5549 P-Ol
,rcon.l". *"i; i;; .....o?tr". -
.
-- "' 'OO ^v "'J '|iu 'v^r ' 'v- )J::";il:'fi:il.3T:"f,::i'l:,ru;:i or vuL oorsrntrsno,{ p\* @ F^*"*M '*'tl#'5ery-off5f "o\\tl I
atob lfrlcr JoD lddrrrr:
Irgal D.torlptlon: Iot tlooli_!--_
Addr.fr: l0 UnWlUti,,4'Ti AhXWhh J ltldrcr!r Ph,
c.neral Ducrl,ptlon:
,/work clr.r: [''-fcv g ;-rttrratton f .t-fOCitfild t ]-n I'll'r [ !{tbcr_
N$Dbcr ot Drrttlng onltr: l- rutb.r o! tcssrodadton unlta:
OyDrrr Na!r:
Archlttct,:
EllrDlErNCl
lddrercr
lddrcrl:
.Plulblng contrrctors
Addr.3sr
llechanlcrl Contnotorr lddr..3!
^)*"r
and rylr. of llrqrlacrrr (tlr lppltancrr_ car r.gs. wood,/pollrt_v fr,. *.*..*...r.-r.t....i*.rf *a*aar.. vltlrJltllolfg ,ira*arrtrlrrrt ..rttar.rrtitata.ra
--.,,--.,- ()t' --^tD aullDtnct a
P^LI'UETNC:
lr.tctrtcArrrt )5o'.EcfllrcAl: l--
IlftOIlqAlON it|lattita l...er rtr.t..rr...
ToEn of Vrtl Phon lfurbatr
ot vrll
Nulbars
ot vrll Rrg. No.Dhonr l{rubrr:
loYtl eg Y.1t
Phonr lfuibrrr Rag. XO.
.attt ttrrta aat aa aoa.ta atiatatttt llr olStc! u8E tr..ifirrarrrtrr...rr..rrir..rr.DUIIDTNC PEntr8 ltlr PII,IIIIC ?tnlrl ttt,llEc$rrftclL trnrrr lllt EItrGIRtrGTI, IEEI
OIITIER TTPE oP PIE8
DRE IEE:
4tr&Dlltfcs Alonl1lllli lol|Il|cr
8l08ll!{lxlr
ln,lr.uilc Pttlf clrEGx l!t;PItxlItG tIrX CltEcx t!!!rcctlrtcu prrur cttug* rgrl Slcttlrrotr EEE:
GT,ENFUD DEDOSIT:llmrl Elll|Iil rllar
ro.rD:
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47$B
;r10i-l.f1*04-OO4
NEl,l 5FR t^lITl-i {IeRETAKER UN:tl'
J, D, BUILDERS
MONCIlIEF ERI{E3T - TRU'3TEE
J. D. LlU t Ll-)E.R$
lJr:c'. frfifr7 Ut'*: V t'l
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er;tecl tcr be
IlL [)G-.f] 1 n ir I
t d1 I tZttlS[rl F'li
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q, /A5 it7 Insl:ecbol": f"D
lt?t / E:tZ i 17 Insp;ec:i: oi' : ART
?'rZrStUr FLfii'.| -ILC Site Flan
d.f /i::6 /98 Irrsgrtict oi': JRl4
ArJil'7 U IILLtG-lvl i r.c.
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[r*f ./.: 1../9S I nspet:t !]]' : f,:D
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Nti
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T i riie lixp
50 I L3 REITORT RECE I VEN
RFULtrED STRUCIURtiLS RECD
DE'
IDE F,RI]F,ER CL.I]HRA
FROM FKI:EZ INLi
frctionr FjirlFJ T El'.iT i:i'/ n j::L.A
AFrF'R E:XCEP'-f FRONT FORCf-l
AN I]HECH iJF REV I SFD DRfiI^J I NGS
I !-iH.
FlAt-5 ANt) lylFr I Nl"A I N r'l I NC l'lLit4
tlOFi '.,1Llfttr RADE
Ai:t i on
Act i on
AF,F,ht AI_,F,iitliJID
F|F,F,R €i rr t i. ./ f
Al. / 1t../qfl In-rpiectoi': GE|IRGF- ALt ion ; i:ll-'t-'R fiE'F'RnUFD
oort':Jo IiLDG-F i-a m i nq
kl.-r; / 1 ;:/ lj 11 In s p:,e,t:t: or': tlD
O:.t.i l:l.i i:)tl I n .; 1-r er r: h * r' r I-;D
Ir.lot ns I IlDI-r L:O|']NECT I rjl']S frT l'.,1 ir:I{i-i 'fllr] riT[)rji. t:r-- ri i--ri.-'l-. IFT'
fioF'1F,L.r:TE F,AI:PiOUT fil- FlniiT r: R tlAl l1
frDD l-'l tit.-IFS lO TRUS5IIS AT EXTh:.RInR t^JAt-1.5
F,OSITIUE tOr.Ji!E{:TI{-JN Rritr! t:) r:rT r:tl.,i_ r-]EAVY l-IlylI_if:Ri-j ri:I1- EXT[ll?Ir:.]
0OOSlzl F,LD6" J lrsr-rIat:. r:n
$3/1;;/99 Irispeictor': CD ltcbionr AF'FR FnAMINr"a CDRRET-:TIUNS l4|iliF
0OOF-,fi F.iL-DG..llhe e l" r'ock Nai l
Act i. on: Nfl CUN"f Rrii"f fiR ilf,lNr:EL l.. [: D
Iten:
Iten;
Ttetn:
i:l c,. L. r. ,: n : t:)F,F' R A[,F,lit.] rJ F.Ir
Ac.tion: AFFR AFFROVEf,'
ilc:tion; fiFF'[{ Fnd" r.r*t Frpr'oof 1r, []Flrtion: AFFR LATHr: INSFf-:fiTION
I'IOtES: NEATHER FRI"]TECTIIJN REI-1I"]IRED F-TJFi EiTL]CT,"O/t.A1H[ AF :'L ICATItJN
Ei:;/'15./!18 Insf-rer:tn.'; CD Act j.an: f.]il {ltJt-lRr-, TLln Tl'lSFFf:l I flt'l
Notr,s; FLANNI6 AtJI] f-'LlBL. IC lrtlRK::i FIF'F'Ri-rVAl-- Ff:nUIRHt)
REmnVE AL-L- t.-:trNllTRUr-:TIfJN f4llTl:lrIAl il I]!ill*UDIr.lG DUIiF'SIES ANL'
oo oo
Rl-l-'l 1il TnilN Otr Vflil-t L{,JL.ORHIIL]
frg/i::7i18 tZ8*OO REGI"JEIST-r' FOI? INSFECI-IDN NLrRH SiiEF--'tlj trUl?t &,/17/98
NUTHOIJSF -/
tvlf Ct-i. . F:L.EC. AND F L.UHn I hl6 F I NFll-.5 tlEtlL-l I PEfr"
SMIII-i.E DE.TECTORi I'1U5I" LlE II!STf1L.LED AND ilf:.ERT:}TIONAL
INg].TfiLL OLL HAIUDiiAIL.S
NTI']E[i: ITEMS HfIUE BEEN GENERATED -I-}IE I]OIVTF1f]C-TOR I.JFI5 I\IO1'IFI
Ltetit r tlofl'lt4 i:lt....Dil-F r na I
Ltenr: ft05jr2) Bl-ljfi-l emo. t,/r)
fiS/ti=:/lt$ Inspecto'': [D A r.: 1..ion: AF'I-:'R SEE. NIJTES
NoteE: CONS-|-RLIfjTION MATERIALS HILL Bf: REMIIVED TIDAY//
DIR
COSJI'1';TIC5 NOT CI}MF'L-FTE --.,-
il0HF,t....ETE ltfil!DRf]I1.. iN5-1-r::il-.rr-l-IUl'J iFFING DrJl.tE NnV)'/
Itr.rm I tltt?.t3.i;t F.'I^J-TEMF . f-;10
Iber,r: tZtOS,l; FLFIN-TEMF. \^'./t)
05,/;:;:t/98 Inspector': CFFTRTON
Itr:rn : tZtftIJT i-.,1-AN-FIl\.lAL C./O
ltem: ?ttZtil.r-9 Ft^J-FINAL f,: /tJ
It en; 0rn54ft fil-D6*Frnal C,ztl
Act i crr: AFF:'R
.1't':: .
\
/'r
'-, /.1-r ,-,f.
rece i ver:l 5rl: 1/9S
F.AGE, '/
AREA: D5
;
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r'lJr
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REtrT 1:I1 TOWN OF VAIL, COLORfiDO F'A6E
AREA: trD 'Zf3lPl./98 A8:O3 REGUESTS FOR INSpECTION I^IORK SHEETS FOR= 3/71 /9&
Activity: M97-ErE45 5/E1l98 Type: B-MECH Statr.ts: I55UED tronstrr NSFR
Addr'ess t 4788 MEADOW DR
Location: 47BB MEffDOtJ LANE
F'ar"ce I : llDl-13L*A4-fr?r4
Descr'i pt i on : FLUMBING NEt"l SFR
Applicant: MONCRIEF ERNEST - TRUSTEE
OWNET: ITIONCRIEF ERNEST - TRUSTEE ' Contractor': MID COUNTY FLUMBING & HEATING
t
J
Occ:Use:
Fhone:
Phone:
Frhone: 97O-468-49E4 r
Insppct i on Reqr-test
Reqr-rest or': DONNA
Req Tiore: Etl :OO
Items r"equested to
ra039Et MEC}FFinar
Infor'nation.....Fhone: 97O-468-4984
Connents : HURT/41 8-Ag7A/
be I n spect ed.Act i on Comment s
Ja- - 5-- -:*!- - c'- - *-ra -r c) F f- tL, r(qLl(Inspection Histol'y.....
Item: OOi:O0 MEtrH-Ro'-tgh
Itern: taae4Q F,l--MB-Gas Fiping
Item : rZrESltzt IYtECH-Heat ing
A?lE3/99 Inspector': CD
Notes: ZONE *1 A0 trSI AIRTEST
ZNNE *S 60 F,SI AIRTEST
ZONE *3 6A F,SI AIRTE$T
ZONE S4 60 F'SI AIRTEST
A4/e4/98 Inspector: ED
Notes: E O F,SI AIRTEST, AGUAFEX
TO USE NON FEROUS BAIL
Item: BraSera MEf,H-Exhaust Hoodr,
Ve/'e5/98 Inspect or': CD
Item: E633rA MECH-Sr-rpply Air'
ltem r Ara34E MFOH-Misc.
WE/e3/9A Inspect or': trD
Item s fiO39tZt MECH-Final
t
Actionr AtrFR AF'PROVED
,',1.
Action: AFPR
IS BEING USED
ER AND PUMF'S
Act i orr : AF trR
HEAT LINE TI(
FOLLOI,J I{ANU.
FLUES
GRRRGE SLAB
REtrOMEN
v
AL/1,6/9A Inspeetor': CD Action: FA FARTInL INFLOOR HEAT
Notes: EtZt PSI AIRTEST, FROVIDE INFO ON I{ATERIALS USED (HEATWAY)
ITIUST BE LISTED AND AF'F'ROVED ASSEMBLY Action: APtrR ENvIR. DUCTS
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trt***trtt.*t lrii+*tttit*t*t**i** P9O|I8 fNFORUAaION tt*t..t...t.ttt. tl ttr rr*rri *r ttl ./
***tttt.*tlrii+*tttit*t*t**i** PYR!|IS fNFORUAaION tt*t..t...r.trt.rllt
I t-Bulltltng [ ]-Plunbtng 1r,,{-rr.ortt"", I l-llechanibal t l-Other
Job Nane:Job Addnar:
Iegal Dasorlptlons "Xr-L aroor-J. Ftr
Ownerg Na[os
Archltsct:
[ . i-Addleional I J-Rcpal.r I J-orher_
Nulb3r o! Acconnoaatlon Unlts:
^ IFhbar and Type of Flrepracer: Gas A5rprlanccr_ ca3 rogr_ tfood/perlet v
{*
*l*"*t"*i**r*ttt'.t!t.}****itrrr vAutATlo}rg r*r**f**t.rttr..lit****it*at t.r*l
-in'*u: {- ffiffilsl:i_ ;3$iilw .,r,t ----
-__
U
,l*r.r r.*r*rlrtrt*trt*
t tE€neral Conl,ractgrs .
cEneral Deacripttofi 'l4,4
+)UV\
HcEk cla=s, 1,r(*.t I J-A!.teratlon
Nulrbcr of, Dnelllng Unlte: I
... . ?glRRNca?R Il|FOruqaIoN r * r r r r r r r r *. r r I r r r. r i i r I r. r ;;i;;il,--'lffil1i{fr'. I9T-"9 y3tr Res,hlo:Phon6 NuDbor! IW K
Electrl To$n of, Vall Addreas:Phone Nunbrrl
.P1unbtng Contrrclott Addreee: __ TpIl,": v-alt Rcg. No.__Phons Nunbsr:
-
llecbanlcal Conttaotort tddr.Ea:Phone MDber:
AddlerB3
AddrcBEs
*****t**i*ita*ta-..r**t*rtr**ata roR BUTLDING PERTTT AEET
PLT'T{BINC P88}IXT FEEr
IIECII,uIICAT, FERUI! FEEs
EI.ECSRICAL TEE'
OTHBR TYPE OF PEE:
DRB 9EE:
OFFICE USE la r.rtt*tf tirrtrrrrr* rr*lrirarttr
BUII.DTNG PIiN CH8CX rEE;PU'UBTI|G Prax caECK tE8!r{EcltNttcrrJ pHw qnck ruzr
EECRI.AIION FEE;
CI.EAN-UP DEPoSIT!!(IIAI, PEnlfIT F8E8C
UItILDINc!
8IOI|ITT'RE3
zoNltfcs
8IGllA80n8l
-l-
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
ELECTRICAL PERMIT
ON JOBSITE AT ALL TIMES
Permit *! 896-0240
Job Address: 4788 MEADOW DR Status...: ISSUED
Locarion. . . I INTER MEADOW DR/MEADOW LNApplied. . |WLo/oL/}996
Parcel No..: 2101-1,31-04-004 Issued...: L0/OL/1996
Project No.: Expires..z 03/30/1997
APPLICANT TOWN OF VAIL
75 S FRONTAGE RD, VAIL, CO
CONTRACTOR TOWN OF VAIL
75 S FRONTAGE RD, VAIL, CO
MONCRIEF ERNEST - TRUSTEE
10 WANDERING RTLL, IRVINE
E lectf i ca [--> 50.00
DRB Fee Investig€tion> .00
Hi L l, ca t l,---> 3. m
TOTAL FEES-_> 53.00
816s 7
81657
cA 92715
TotaI Calcutated Fees--->
Additional, Fees-------->
Totat Perrnit teF------>
Paynents--------
BALANCE DUE---.-
Phone: 3034792100
Phone: 3034792100
53.00
.m
53.00
53.00
OWNER
DESCTiOTiON: NEW STREET LIGHTOINTER. MEADOW DR MEADOVA].UAIiON:1,500.00
*lr*'ffiffiffi*ffi***rffi#rttd#ridi**#**ffi FEE SUI{i|ARY #*****
*ffir#rff **ft**#ffi *ffi ffitffi fi ft
Item: 06000 ELECTRICAL DEPARTMENT DeDt: BUILDING Division:10/0!/1996 CHARLIE Action: APPR FOR ERNST
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
DECLARATIONS
I hereby acknowtedge that I havc read this apptication, fitl,ed out in ful,t the infornation requi ned, coDpl,eted.n accurate ptot
p[an, and state that att thc information provided as required is corruct. I sgree to conp Ly Hith the infornation and ptot ptan,
to compty vith att ToHn ordinances and state [aws, and to buiLd this structune according to the Tounrs zoning and subdivision
codes, design rcviev approvcd, Uniforn Building Code and oth.r ordinances of the Tovn appticabLe thereto.
REOUESTS FOR INSPECTIONS SHALL 8E I.IADE TUENW-FOUR HOURS IN ADVANCE BY TELEPHONE AI 479-?138 0R AT oUR orFlcE FROII E:00 Ail 5:0tl
***********************************************************r.****
TOWN OF VAIL, COLORADO Statemnt ****************************************************************
Statemnt Number: REC-0211 Amount: 53.00 10/01/96 75223
Payment Method: Notation: FEES wAvIED Init: CD
Permit No:
Parcel No:Site Address:
E.96-0240 Types B-ELEC
2101-131-04-00 4
4788 MEADOW DR
ELECTRTCAI, PERMIT
This Payment
Account Code **WAIVED FEES**
53. 00
s3 .00
.00
Amount
s3.00
Location: INTER MEADOW DR/MEADOW LN W IN R.O.W.
Total- Fees:53.00 Total ALL Pmts:
Balance:****************************************************************
Description
WAIVED FEES
PERI'IIT #
, 'APPLTCATTON MUST BE Frlr,ED oIIr COUPT,ETELY OR rT UAy NOT BE ACCEPTED
X******** * * *********** * ******* PtR!{fT fNI'ORl'tATfON !r****** *******i}it** ** *r}il***1**tlt [ ]-8uildinq [ ]-Pluabing f/l-Etectrical I J-Mechanibal I J-other
Job Name:@ Job Address:,,v
Legal Descriptiont Int_L Block_ Fiting
75 S trA R0 p:n.:!?f-zts?
Ph.
Owners Name:
Architect:
Address:
Address:
General Description;
work class: [+-rew [ ]-Alteration pftAdditional [ 1-nepair [ ]-other
Nunber of Dwelling Units:Number of Acconmodation Units:
lftnber
and rlrpe of Fireplaces: cas Appriances- Gas r,ogs_ wood/pellet_
,T:l--...************************** vAtwyraw-T*****************.****************
BUTI,DING: $
r--flt . '/
ELEcTRICAL: $ ltSD J OTHER: I PLUMBfNG: $rrlurr'rNc: s MEcITN{rcAr,r $--- TorAL: f---
rr************!t* * ** ******!t * ** coli fRAgtoR INFORMATION *** ************************f Eeneral Contractor: 'r^r.h Ar tr-:1 i.r--Address:Town of Vail Reg. NO.Phone Nunber:
Town of Vail
Phone Nunber:
Town of VaiI
Phone Nunber:
Town of Vail
Phone Nunber:
Reg. NO.
Plunbing Contractor:Reg. NO.Address:
Reg. NO.
******** * ** ********* * ***********
BUTLDING PERMIT FEE:
Electrical Contractor:
Address:
Mechanical Contractor:
Address:
FOR OFFICE USE *****************:r*************
BUTLDING PTAN CHECK FEE:PLtI'lBfNc PLAN CHECK FEE:UECIIANTCAIJ PI.AN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSTT;
TOTAIJ PER}IIT FEES:
PLWBING PERMIT FEE:
I'TECTIANICAT PER}IIT FEE :
ELECTRICAL FEE:
OTHER TYPE OF EEE:
DRB FEE:
BUII.DING:
SIGNATURES
ZONTNG:
STGNATIJRE:
CLEAX T'P I}EPOSIT REFI'TD
-..!' t'--
Category Number
illn Review Action Fll
TOWN OF VAIL
--z-Project Name:
Building Name:
Project Description:
- 13s- - 37 J{
Legal Description:tot / encx 7 suoaivision '7?ta,azu Kl t(/,h'n zone Districl I
Proiect streetAd aress: ?7 {8 ///ea{d,* / o.' e
4'l @taff Action-
uotionov, Aittl voret '{:o
Seconded dv, 4r,< "L't
g(Approvat
! Disapproval
n Staff Approval
Conditions: tr '
G.; .,1, ,.*,C; ^/ .' ,,i ur,.l u)K //,, ,'/o^,.. 4 -,,{.r. ' ..r?"-r- i4 u",".",
Town Planner )/
oav: ./ir/zor/ ?d DRBFee er"-paa fl,1,.P9
r,ur"' lar/y/?K
Lcgal dcscription, t-o, </ glo.k ? Fil,r,g 732,/.-^ {/A ,Ql4 r!,'"^
tddrcss a 78t /h e -,,8o.-, /o,.-z '
Jr<-Z3t-s72<
Zorrc distnct
Lot sizc
'152L+ 85<r =
t'71'/ + (,125) (Er<)=
- t:i"llo"7o9.RFA /6/0 + (125) FE5<I=?2\{
* 675 = 425 crcdit plus 250 additi
Oocs this rcqucst involvc a 250 Addition? tJ O
*lorv nruch of thc allorvcd 250 Addrtion is uscd rvith this rcoucst?
/Sirc Covcragc (zo% ,, -\ns??
,./u.;,,t,
,6ctbacks Front
Sidcs
Rcar
ZONE CHECK
?y'7- qtzt
t1\, ^t'ronoscd usc l// J -
Buildablc arca './ 'A,
Allorved
5s21
\ro rto"n'
Existine Rcmainine
lt,/o z Total CRFA
..2 Prinrary GRFA
7'1J1 _ 3,/?7 /o7z
-\z .7 37.7
20'
l5'
t5'
=<'/2e'.-ii/ s os'
Rctaining Wall Hcights
farking 6
i'
3 Enclosed
(300) (600K900H 1200)
Pcmrittcd Slopc
Ycs '-"'
Yes
86A
o//o Proposed Slopc 35 %q
No
Prcvious conditions of approval (chcck propcrty tilc);
ou.ncr P(r l,'p ft'to,n E&{ phonc
Architcct 4rfe.r. '? l&'^J Phonc
T
{zzla,,
Proposcd Total
+ 4z 9l - '/731
+ 32ffi = 37f,7
?63 - '7/ -)_ /L_ I
*u*rite"(-
(30@
\
{andscaping (b2,",") Minimunr /3/K1// ?, 216 lt\116 3)c so
3',49
.4 Kcoulred t
4ara-qc Crcdit
5 ..,i+.- Q"
(ry_ .F 6rJ1 p,..J
('onrplics rvith TOV I-ighting Ordinancc Arr*?? €-i {.+s
Arc llnishcd grades lcss than 2:1 (50%)
E nvi ronrncntal/Ha7-ards l) Pcrccnt Slope (< >30%) 1 3Q%
2) Floodplain ^/J
3) Wetlands Nt)
-1) Watcr Coursc Sctback (30)(50) zu rl
ilo 5) Ccologic Hazards
a) Snow Avalanchc
b) Rockfall
c) Dcbns Florv
Is thc propcrty non-confornring? Dcscribc: r'JO
Or
To: Steve Riden
fax 949-0304
From: Dirk Mason
PertheDRBapproval,belowisanexampleofappropriatelanguagetoplaceontheplanto
ensure the protection ofthe large evergreen'
Hand-dig this foundation wall to minimize root disturbance: at exposed roots
clean|y timb, fertilize and protect the tree throughout construction.
If you have any questions, please don't hesitate to contact me directly at 479-2150'
Nou al ;TJ*t iSittt "T.H1ofl*=l?frt,,t,i fft 85s6 r0 lG/IH",.., P's7/q1'
leltr r,rult I a
DIFI(ilS twllt EOIF fFPfrrClIIo[ . 1ld0t OF Ullt,, C$OI}DO
D^T|E NBCEIVIID:
DrtE Ct fia HEElrflq I
EEEET..@0[III:
TYPE OF REI'IEIS:
-4*r, qeDF tru€tl()r (feoo. oo )
-_Ad{ition (fsO.00t
AFREs$, .lf$h uag*-.-..| Uf
uc,[I. DracBt D!!
subilivi F i on
Ii proDerry ir carcaibSal by a Btrlr aDd bounci ligar
ilFeriDtioE. plsaEq ptoviaL on i' s€ItaraL€ Shegt and at BaEh ro th{ !r itrtrl tnatlorr.
G.!|rr'G OF
'|9PLICATtfl xa!,ling lddcrss :
lPDntAnttf,lt P,rLI,,. I{f,'ir Er PtroeEffE YIll'EO'' OMi rg SfCm?lDtE
Condcniniun ADDrovtI lf qxrlicabl..
Dl,i FEB! DRg fses, as rhovfl above, a3e fo be Prid al the
cLDe of rubnircrl of lhe D8! il'DDlicttioD. rJaEer, rhest
ispfvlac for a building prrni t, ptlate identify thc arcuraEs
vlluit 16u of shg pro,potal. rtE Torr$ of v*il vill rdJurl Ebe tce rccoriling to lbc trblc bclot. lo GnsrtlG !b. ccr-act fa.ir peld.
nEr Frrb!,i . -_, cEeI t: DrTEj! ,-. rl!
F E SCrlPbl[.E l
vAIrU TroE sEg
| 0 I 10.000 f20'00 | 10.001 -? 50,000 | 50.00 | 50,00t | 150,000 f100.00
4150,001 -l J00,000 1200.00 f5oo,ool 11,000,000 ttoo.oo 8 Ovcr f1.000,000 l50o.oo
DBsrer tBltrlt FlrD pmo!ru EtFrREs g! gErE riTn l:dl&
ernrrnrg tFLaBB A rurtDuc mtlf IB rr$tE ts cotllll)oesld8
rtt s,llllllD,
E.
c.
E.
P-
J.
-JEinor
Al teraElta (*20,dtr)
-CorceDfual
Feview (lol
rrto.1.+
A.+-.a-*+r-J
-f.,.^4f
nrlc oF oHllEi ( 3 ) ;
Fosi-lt" brand hx transmiilal memo 76/l ,ol p|!:6 )
lb -7'b.-,r o .a VA tL tu Pl+,., f rf,o,;t(J,t zt
LA ir./ro.r,ry t5biG /a{tr{z
ih
Fft.*fA-l+r-?u3B
*Yzo-+1q-z+s?-*trs- zlt' flbt-b
Foet-lr* brend leJ. tian$miiel manm 671 *"r prgcc r f
t 9{r ie F.'Lu,,
co.
*Pt; hp l1q1.^t+-
Oo,
Diot.Fhmr f,
4to -54?-o7o L Fsf
a,t TOTHL PRGE.61 **
t
E.vl..A Sl77l91
DESIGN
to oo
REVIEW BOARD APPIITCATTON . TOI|N OF VAII., COI,ORADO
DATE RECEIVED:
DATE OF DRB MEETING:**********
INCOMPI'ETE APPLICATIONS I{AY NOT BE SCHEDULED FOR REI/IEW.**********
I.
A.
PROiIECT INPORMATION:
DESQRTPTION:
B. TYPE OF REVIEW:
F New ConsLruction Addition ($50.00)
($200.00) Minor Alterattui ($t0.90)
Conceptual neview (S0)
D.
c.ADDRESS:
L,EGAIJ DESCRI
Subdivision
If property
description,
t,o this appl
is described by please provide
icaLion.
a meeLs and bounds 1ega1
on a separaLe sheet and att,ach
F
F.
G.
ZONING:
NAI'{E OF
Mailing
APPLICANT:FLtt
Address:
APPI-,ICANT I S RE
Address:
tr
Phone
NAME OF
Mailing
TIVE:
'Phone
H. NAI{E OF OVINER(S) :
I.
J.
t' .. \owNER(s) STaNATURE: \Ul* f.4l )
Mailins Address:
Phone
APPIJTCATIONS WTLL NOT BE PROCESSED WTTHOW OWNER'S SIGtrIATT'RE
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid at the time of submitLal of the DRB application. IraEer, r^rhen
applying for a building permit, please identify the accurate valuation of the proposal . The Town of Vail will adjust Ehe fee according t.o the table below, to ensure Lhe correct fee is paid.
sas peroz s7A0 (l cnscx *,5711 oerl*lol7h av,Sfu'aW,VicW
FEE SCHEDUI-TE:
VALUATION
$ 0 $ 10,000
$ 10, 001 - $ 50, 000
$ 50, 001 - $ 150, 000
$150, 001 $ 500, 000
$500, 001 - $1", 000, 000 g Over $1, 000, 000
DESIGN REVIEW BOARD APPROVAIJ B:XPIRBS
APPROVAII T'NLESS A BUILDING PBRMIT IS IS STARTED.
FEE
$ 20.00
$ 50.00
$100.00
$200.00
$400.00
$s00.00
ONE YEAR AFTER TINAIJ
ISSUED A}ID CO}ISTRUCTION
,l
Block
ol II.
A pre-applicat.ion meeting with a member of the planning st,aff is encouraged to determine if any addit,ional application information is needed. It is the applicant's responsibility to make an appoinbmenL lyith the staff to deLermine if there are additional subrniLt.al requirements.Please note that a coMpIJETn applicaLion will sCreamrine the review process for your project.
III. TMPORTANT NOTICE REG.AF,DING AI.,L SUBMISSIONS TO THE DRB:
A. In addition t.o meeting submittal requirements, Ehe applicant must stake and tape Ehe project siLe t.o indicate property lines, building lines and building corners. All trees to be removed must be taped.. A11 site tapings and staking must, be completed prior Lo the DRB site visit. The applicant must ensure that. sLaking done during the wint,er is not buried by snow.
B. The review process for NEW BUIIJDINGS normally requires two separate meetings of the Design Review Board: a concept,ual review and a final review,
C. ApplicanEs who fail to appear before the oesign Review Board on t,heir scheduled meet,ing dat,e and who have noE,asked in advance that discussion on t,heir item be postponed, will have E.heir items removed from the DRB agenda until such t.ime as t,he iE.em has been republished.
D. The following items may, at t.he discretion of the zoning adninistrator, be approved by t.he CommuniLy
DevelopmenE Department staf f (i.e. a for:rnal hearing before the DRB may not be required):
a. Windows, skylights and similar exLerior changes . which do not. alter Lhe exisLing plane of the building; and
b. Building additions noL visible from any other 1oL or public space. At the time such a proposal is submitted, applicants must, include leE.ters from
adjacenL properLy owners and/or from Ehe agent for or manager of any adjacent condorninium associaLion stating the association approves of the addition.
E. If a property is located in a mapped hazard area (i.e.
snow avalanche, rockfall, flood p1ain, debris flow,wetland, etc. ) , a hazard sLudy musL be submitted and the owner must sign an affidavit recognizing the hazard report prior to Ehe issuance of a building permit.
Applicants are encouraged to check with a Town planner
prior t,o DRB applicalion to deLermine the relat.ionship of the property to all mapped hazards.
F. For aI1 residential construction:
a. Clearly indicate on the floor plans Lhe inside face of the exterior structural walls of the building; and
b. rnd.icate with a dashed line on the site plan a four foot distance from the exterior face of the building wa11s or support,ing columns.
If DRB approves the application with conditions or modifications, all cond,itions of approval must be
addressed prior to the application for a building permit.
oo
PRE. AFPIIICATION MEETTNG :
A.
rv. NFw eo^rsrRtrt
Tlrree copies of a recent topographic survey, st.amped by a Colorado Profeaaional Licenged Suriveyor, aL a scale of 1r' = 20, or larger, on which t,he fotlowing information is provided:
1. Irot area, and buildable area when different than lot area.
2. Legal descripLion and physical address.
3. Two foot contour intervals unless the parcel consists of 6 acres or more, in which case, 5,contour intervals may be accepted.
4. Existing t.rees or groups of t.rees having trunks with diameters of 4" or more, as measured frorn a point one fooL above grade.
5. Rock outcroppings and other significant natural features (large boulders, intermitEen! streans,etc. ) .
6. Hazard areas (avalanche, rockfaIl, eEc.),centerline of streams or creeks, required creek or
st,ream setback, and 100-year flood plain, if applicable. Slopes of 40t or more shal1 be clearly delineated by cross batching.
7. Ties t.o existing benchmark, either USGS landmark or s e\^rer inwert.. This information must be clearly
st.aLed on the survey so Lhat, all measurement,s are based on Lhe same starLing point. This is part.icularly irnportant for deLerrnining building height. and driveway slope. See Policy On Survey Informat.ion, for more information regard.ing
surveys.
8. I-,ocations of the fottowing must be shown:.
a. Size and t,lpe of drainage culvert.s, shrales,
eEc.
b. ExacE location of existing ut.ility service lines from their source to the strucLure,including:
cable Tv
Telephone
Sewer
water
oo
Gas Elect.ric
c. A11 utility meter locations, including any pedestals to be located on siLe or in the right-of-way adjacent to the siLe.
d. Properby lines - distances and bearings and a basis of bearing.
e. Indicat.e all easements identified on the subdivision plat.
9. Provide spot elevations at the edge of asphalL,along the street frontage of the property at twenty-five foot intervals (25,), and a minimum of
one spoE elevat,ion on either side of the lot.
site Plan
1. Locations of the following must be shown:
finished grades.a. Existing and
B.
b. Proposed surface drainage on and off site.
too Proposed driveway, includingr percent slope and spot elevations at Lhe property line,garage slab and as necessary along the centerline of the drive Lo accurately reflect.driveway grade.
d. A 4' concrete drive pan at the edge of asphalt for driveways Lhat exit the sEreet, in an uphill direcLion.
2. AII existing improvenent.s including structures,landscaped areas, serwice areas, sLorage areas,wa1ks, d.riveways, off-street parking, loading areas, retaining walls (wittr top and bottom of
wa11 spot elevations), and other exist.ing site
improvemenLs.
3. In order Lo determine proposed building heights elevaLions of all Lop roof ridges, and eaves when
det.ermined necessary by Lhe zoning administrator,shall be indicated on the site plan with existingr
and proposed contour lines shoqrn underneath.
C. Landscape Plan (1" = 20'or larger) - 3 copies required 1. At a minimum, the following information must be provided on tl.e landscape plan:
a. Location of existing trees 4', diameter or larger,
b. Type, size and location of all existing and proposed plant material,
c. Location of all t.rees Lo be transplanted,
d. . A det,ailed legend of all proposed plant
mat,erial ineluding common and tatin nirmes.
2. The location and Eype of existing and proposed
wat,ering syst.ems to be employed in caring for ptant material following iLs installaLion.
3. Exist,ing and proposed contour 1ines. Retaining walls should be included with the contour information with top of wa1l and bot.t.om of wa1l elevations listed.
4. CompleLe the attached landscape maLerials list.
Sign off from each utilitv comoanw verifying the location of utility service and availabiliEy (see
at,t,ached utility verification form) .
A preliminarv t.it.le reporL Sched.ule A and B must
accompany all submittals, to insure property ovrnership
and identify all easemenEs affect.ing the subject property.
ArchitecLural Plans (L/8" = t' or larger, I/4" is preferred scale for review) 3 copies are required.
1. Floor plans and all elevaEions of Ehe proposed
development drawn !o scale and ful1y dimensioned.
The elevation drawings must show both existing and finished grades.
2. One seE of floor plans must be "red-1ined" to show
how the gross residenEial floor area (GRFA) was
calculat,ed,
3. Ext,erior materials and colors sha11 be specified
on the att.ached maLerials list. This mat,erials list must be completed and submitted as a part of the application. Color chips, siding samples et,c., shaI1 be presenEed aL the Design Review
Board meeting. Details including, buL not timited
o c.
D.
E.
F.
Cl.r., rrim, rairinss, .i,t" cap, merer locations, etc. must. be shown graphically and fully dimensioned.
c. Zone check list (at.tached) must. be conpleted if the project is located within the Single-Fami1y,
Primary,/Secondary or Duplex zone dist,ricts.
H. Photos of the existing site and where applicable, of adjacent structures.
I. The Zoning AdminisErator and/or DRB may require t,he submission of addiLional plans, drawingrs,specifications, samples and other materials (incl,uding
a model) if deemed necessary t.o determine wheLher a project will comply with Design Guidelines.
V. MINOR AIJTERATIONS TO THE EXTERIOR OF BUIIJDINGS.
Phot,os or sketches which clearly conv_ey Ehe redevelopment proposal and the location (site plan) of t,he redevelopmenE proposal may be submitted in lieu of Lhe more formal
reguirements seu forth above, provided all imporCant,specifications for the proposal including colors and materials to be used are subnitted.
VI. ADDITIONS . RBSIDEIITIAL OR COUUERCTAI,
A. Original floor plans with all specificat.ions shown.
B. Three sets of proposed floor plans L/8" = 1' or larger (L/1, = 1r is preferred)
C. Three copies of a site plan showing existing and proposed construction. tndicate roof rid.ge elevations with existing and proposed grades shown underneath.
D. Elevations of proposed additlon.
E. Photos of the exist.ing sE.ructure
F. Specifications for al-l maLerials and color samples on materials list (aEEached).
At the request of the Zoning adninistrator you may also be required to submit,:
c. A sUatement from each utilit.y verifying location of service and availability. See atE,ached utsility location verification form.
H. a siLe irnprovemenE survey, stamped by registered
Colorado ProfessionaL Licensed surveyor.
I. A preliminary Litle reporL, Lo verify ownership of property, which lists all easernenEs.
VII. FINAL STTE PIJAI\I
Once a building permic has been issued, and construction is
underway, and before the Building DeparLment will schedule a framing inspecLion, two copies of an Improvemen! Location Certificate survey (ILC) stamped by a regisEered professional engineer musL be submiLt,ed. The following information must be provided on Lhe ILC:
A. Building location(s) with ties Lo property corners,i.e. distances and angles.
B. Building dimensions to the nearesE, tenth of a foot.
oo .e C. All utilify service line as-builts, showing tlpe of material used, and size and exact location of 1ines.
Basis of bearing to tie to section corner.
A11 property pins are to be either found. or seL and stat.ed on improvement survey.
All easements.
Garage slab elevaEions and all roof ridge elevations wiLh existing and proposed grades shovrn under Ehe ridqe lines
VITI . CONCEPTUAIJ DESIGN REVIEW
A. Submittal requirements: The owner or auLhorized agent of any project requiring design approval as prescribed by t,his chapter may submit plans for conceptual review by the Design Review Board to the Department of Corununity Development. The conceptual review is intended Eo give t,he applicane a basic understanding of the compaE.ibility of Lheir proposal with the Town's Design Guidelines. This procedure is recommended primarily for applicaLions more complex than single-family and two-family residences. However, developers of single-family and two-family projeeLs shall not be excluded from the opportunity Lo request a conceptual desiqn review. Complete applications musL be submitted
10 working days prior to a scheduled DRB meet.ing.
The following information sha11 be submiLled for a
concepEual review:
I. A conceptual site and landscape plan ah a minimum scale of one inch equals twenty feeL;
2. Conceptual elevations showing exterior materials
and a descripEion of the character of the proposed
sc,ructure or st,ructures;
3. Sufficient information to show the proposal
complies with the d.evelopmenL sEandards of the
zone dist.ricL in which Lhe projecb is Eo be located (i.e. GRFA, siLe coveragre calculati.ons,
number of parking spaces, etc.);
4. Completed DRB application form.
B. Proced,ure: Upon receipt. of an application for conceptual design revj.ew, the DepartmenL of Community
Development, shal1 review the submitted materials for general compliance with the appropriat.e requirements of
Lhe zoning code. If the proposal is in basic
compliance with the zoning code requirement.s, Ehe project shall be forwarded t,o the DRB for conceptual review. If the application is not generally in
compliance wiEh zoning code requirements, the application and submitt,al materials shall be reLurned to the applicant wibh a written explanation as Lo why the Cofiununity DevelopmenL DepartmenE, staff tras found the project noL t,o be in conpliance wit,h zoning code requirements. Once a compleUe application has been received, the DRB shaI1 review the submiEted concepEual review application and supporting material in order to
deEermine whether or not the project generally compl-ies with the desiqn guidelines. The DRB does not vote on conceptual reviews. The property owner or his representative shall. be present. aL Lhe DRB hearing.
D.
E.
H.
LIST OF MATERIAIJS O
NAME oF enoncr: VM>rl4LtgE WJzTDM-
rJEcArJ DEscRrprroll: r.,or 4 alocx ? suBDrvrsrou BtL+lc€+l
STREET ADDRESS:
The following information is
Review Board before a final
required for submittal Lo the Design
approval can be given:
A.BUII,DTNG }IATERTAI.TS :
Roof
TYPE OF MATERIAI,
16.0,o'4,- 1*1ulrlt-6>
COIJOR
&Erueta{/
LU44f*tf
Siding I
OLher lalall
Fascia
Sof f i t,s
Windows
Materials
+l
u€*o\fi boar-JFt Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Ret,aining Walls
Exterior LighEinq
Other
UJP),xAeetP
tr,fnn/ 4f,0r., rrlr tr n^ fllD r .Jr t n?
Latve-
0*-r 'rr{rtJut u4 CoPPEP ,", reff
Designer:
Phone:
B. I.AIIIDSCAPING:Name of
I
S:Botanical Name
a
Collunon Name Ouant,itv. Size*PIJA}IIT MATERIAL
PROPOSED TREES
AND SHRIJBS
coniferous trees. Minimum heicrht for coniferous
*Indicat,e caliper for deciduous t,for deciduous trees is 2 inches.
rees. Minimum caliper
IndicaLe heigbt for
Minimum size of shrubs is
trees is 5 feet.**Indicate size of proposed shrubs 5 qallon.
TvDe Souare Footaoe
GROT'ND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE oR METH6D oF [N,: tX,&t'O4ZAfiF R'A{.
EROSION COI,ITROL
L'AI{DSCAPE LIGHTING: If exterior light,lng ie proposed, please
show the number of fixtures and locations on a separaLe lighting p1an. Ident,ify each fixture from the lighting ptan
in the space below and provide the height. above grrade, Llpe of liqht.proposed, lumen output, luminous area and a cut sheet of
Ehe light fixture. (SecEion 18.54.050 .l)
OTHER IJAI{DSCAPE FEATURES (retaining walls, fences, swinuning pools, etc.) Please specify. Indicat.e height,s of retaining wa1ls. Maximum height of wal1s within Uhe fronE setback is
3' . Maximum height of wa1ls elsewhere on Lhe property is 6'
D.
t-.: / ." i u1!. -wesl coqrunicationa I t, r. .[68-6860 0r 949-45,0 ---
Publle Senrice C@atlv
9t!9 -6135
Cary nrUlBich Cooley
Holy- Crosr Electric lrroc.
211':-Ee? arelneerlns oepr.rcd Husky,/t{clrae I t ivany
.'lirt -i;ll"'ia:ton of, tbe
ltark graves
fiItpper Eaqle valley lvacer
E- saniratLon DitEricE r
{?5 - 7a80
Frcil naslee
ocT. 28. 199€!/U@: 53Af.1 TCI AVOIT COLO
NOTET
DA Te
-rkh
4/*e
/aa f -t
'"y;7y9",
f'fo, gz4 P.3/3
fhe f9r6. ir uged,to vrrify- srrvile availEbility and location. fhie should be used in conJunci,til-;ir; ;;;;T;s !,our uriliry pran and rcheduling inrcallatrbna. Sor ent iilili""r,r"rron Drqpolaf, Ehe applica't nurt provide a co4rpleeed utility ,,€rlilcation forb_
Tlre locarioB iad avallablllly "I uEillrleE, wh.rher rbcy b. ,Erib ;ffil"lil.i.ii,*3'"i3i *:r:;"milr*T"ilT;.Ti Jtll?iaTil.o"
All aurborlzing pignature8 need to bc oriElnal8.
'Lt^t)/ >'^^Yt +'L
::l,T:."fH i: ::g"lf:l._.f!vrrg:+- locrtioa o! kDoutr urilrrirE lli:,o:g5i .": lH ::d:t$j,_r;iril;i;A.i;lT;; :;.i$'::,olf.r lsrrvicc to Cti ..'..rr* rsrvrsr ro tbe DToE€rry_rhe. eai utrriri-&EdsttTEqiiiea .hrll be the rraponsif,iritv 6e-frj'p"frlrii' araer.
1. l!_l-utii+rv ccrngany.lr1s coDcelns Hirh r.hc proposed construcEioa, rhe utlltrv rep5!f*;;iive snourd nob direcrty on the uttrirt ;";rII;A; ionr rhar, rhcre i-s a_Drobl.m which_naeis a; ue-iiioi"lo, rhe issue ahould thcn be gpcrreil-oui-i, aiilii'io an arLached Lecter ro rhe loim or viii.--lroiiiii,-preu."e ksep ill ninil rhat ir ir rhr.reep"nirtiiicv-ii ,n. uririry c@paay Bo resolve idenlifisd pro6leos.
2. Il ch.-u^rj lity veaification forn has ilgmaturea fron Eac-h g! the utltlby .oorp*rrei,-iad-io-"o*,.r,re .".nadle dt-irectLy on urre -to6,-i[i iii"'iit.r prcaurne chac there are no protreuri ;; ;#; lie arvetopment ean procecd.
3.I*":^:::1ll:il+?n". ito aor. reli.evo rhe conrracror of |l:':f t.::* i
1 1
t1 5e o{ir" -i -I il"!i-"ii't"_r.
i:P, :h:.TIT r f . k I t,
-
o.pir rneoi- Jr -alu*irl wo'rg
1La uo'^M"iire-iiilr'e ia 31y,psli9 fishr-orf ie vall.A elre.t out p.
4. rnalallation of. servlcl Litles arc at the er.Irenr. aRd raspoarsibitiry of r,he proptiiv-oorcli. :'
rgvLaed I /1'l /94
JOB NAME ou?-c-teF QEI\N-
SUBDTVtrSTON
LOT BLOCK
U.S. West CommunicaLions l'. 468-5860 0r 949-4530
Public Service Company
949 -613s
Gary Hal1/Rich Cooley
Holy Cross Electric Assoc.
949 -5892 Engineering Dept.
Ted Husky/f',fichae1 Laverty
*rTCI Cablevision of the Rockies
9 49 - L224
Mark Graves
**Upper Eagle Valley waLer
& Sanit.ation District *
47 6 -7 480
Fred Haslee
FILING
a ADDRESS
The form is used to verify service availability and locaEion. This
shouLd be used in conjuncLion with preparing your uLility plan and scheduling installations. For any new construction proposal , Lhe applicant must provide a completed utility verificaLion form.
The locaLion and availability of utilit.ies, wheLher they be main trunk lines or proposed lines, must be approved and verified by Eh following utilities for the accompanying site plan.
A1l auLhorizing signaLures need to be originals.
Date
2.
J.
TOI,IN OF VAIIJ UTILITY LOCATION VERIFICATION PORM
'"kh 4k/*
/o -3t -76
.*A site plan is required. Physical losation of known utilities
must. be shown on the site plan. Utility locations may or may not offer service to the property line. Any utility extension required
shal1 be the responsibility of the propertsy owner.
NOTE: 1.If a utiliLy company has concerns with Lhe proposed
consEruct.ion, Lhe utility represenLative should nob direcLly on the utility verification form that there is a problem which needs to be resolved. The issue
should then be spelled out in detail in an attached lett,er to the Town of vail. However, please keep in
mind that it is the responsibility of the utiliby
company Lo resolve identified problens.
If the utility verification form has sj-gnatures from
each of the utility companies, and no comments are
made direcLly on the form, lhe Toqrn will presurne
that. there are no problems and E.haL the developrnent
can proceed.
These verifications do not relieve t.he contract.or of his responsibility to obtain a sLree! cut permit.
from b.he Town of vail, Department of public Works
and Eo obtain ut.ilitv locations before diqoino in
any public right.-of-way or easernent in the Town of vail, A building permit is not a street cut nermit.
A streeL cut. permiL must be obtained separaLely.
Installation of service lines are at the expense and responsibility of the property owner.
Single Family
ZONE CITECK
. FOR Residence, Duplex,
ZONE DISTRICTS
Primary/Secondary
DI\TE:
LEGAL DESCRI
ADDRESS:
OWNER
ARCHITECT
Subdivision br bilo?
I
ONE
PIIONE
zoNE Drsr nr1'5- VO-r..'+ *-1 / 4,FlOl-lG'o-P4
r,or srzE zz-l .13 9Q. Fr.I
BUTLDT\BLE Lor AREA Zlfu3-?. FC
Vc-?roE^r'tlA&,
AlLowed
(30) (33)
secondary cRFA loool + 42s =-L&C 4lo lto
20,
L5'
15'
, &{-
?flg_ + 425 =ZE{
FronL
Sides
Rear
PROPOSED USE
treight
TOt,A]. GRFA
Primary GRFA
SeLbacks
Site Coverage
Landscaping
ReLaining wall lteights
Parking
carage CrediL
Dri,ve:
Environmen LaI /t{azards :
3,/6,
I {lneqra
(300) (600) (e00) (120
Tzoq
--4zq1 Szqq
Existinq
o
o
o
o
TOEAl
? an.r
?a
t5
zlr,o
.\
--I
o
F .?
trlre-
No
YES
1) Flood Plain
2l Percent Slope (< > 30t)
3) Geologic llazards
a) Snow lvalanche
b) Rockfall
c) Debris Flow
wet.lands 4)
view Corridor EncroachmenL: Yes
Na-/
No.,/
Does Lhis requesL j.nvuive d 250 ir<i<iiLiorr?rla
flow much of Lhe allowed 250 Addition is used wiLh this
Previous condiEions of approval (check property fite):
PermiLLcd slope 'C * Proposed slope Z*
Complies with T.o.v. LighLing Ordinance Yes
waLer Coursc SeEback (30) (s0)
Do Finish Grades Exceed 2:1 (50t)
10
rcquesL?
Routcd To:Greg Hall, Public Works
Terri Martinez, Public Works
Todd Oppenheiiner, Public Works
Mike Mccee, Fire
QFf'n "-- -.." L, ;. ;i I l99d
Rcturn To:Dirk Mason, Community Dcvclopmcnt
Datc Routcd:10/30t96
Rctum Bv:1v06t96
Projcct Namc:Moncricf - Ncrv Primary/Sccondary
Projcct Addrcss:4788 Mcadow Lanc
Prqcct Lcgal:Lot 4 Block 7 Biqhorn 5th Addition
Projcct Dcscription:Ncrv primary/sccondary rcsidcncc in East Vail
Community Development Plan Routing Form
Approved Denied (cite detailed reasons) X-g-Approved r.vitlr conditions
Ic, riir<1-) f$Fasr- ,;'l^rsc i '1r., I.llll {]\r ,rlt(/,I(^,-\
Datc rcccivcd:
Rcvicu'cd by:Datc rcvicrvcd:
Moncrief Residence Exterior Lighting Information
Lot size = 22,742 sq. ft.
Maximum # of light sources - I per 1000 sq. ft:
Maximum # of exterior lights = 22
# of lights type name & number bulb size
7 wall mounted Visa # OWl062 40 watt
2 recessed cans Elco # EL7lCl00 40 watt
Total 9 Exterior lights
Luminous Area of each light
Visa - l9l8 x 4.4: 10.45 sq. in.
Elco - l9l8 x4.4:10.45 sq. in.
Initial Lumen Output
Visa - 40 watt bulb :440lumens
Elco - 40 watt bulb - 440lumens
Luminance
Yisa - 42.1
EIco - 42.1
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box lfll
mil, colorado 81 657
1303) 476-5613
January 15, 1981
Dave Kipper
c/o Austin-Rose Construction -2985 Booth Creek Dr.
Vail, Co'lorado 81657
Dear Dave:
In response to your questions regard'ing Lot
5th Addition, it is zoned Primary-Secondary.
square footage'is 4,804 sq.ft.
department of community development
4, Block 7, Bighorn
The allovab'le
A. Peter
Zoni ng
APP: df
Jr.
o
mmunitv Co Developmcnt Plan ltouting Fornr
TAPProved Denied (cite detailed reasons)Approved with conditions
Routcd To:Greg Hall, Public Works
Terri Martinez" Public Works
Todd Oppenheimer, Public Works
Mike McGee, Fire
Rctum To:Dirk ivlason. Corrnrunitv Dcvcloomcnt
Datc Routcd:l0l30tt)6
Rc'turn Bv:I lt06t96
Proj cct Namc:Moncricf - Ncrv Primary/Sccondary
Projcct Addrcss:.1788 \lcadow Lanc
Pro.icct Lcgal:Lot 4 Block 7 Bishom 5th A<idition
Prolcct Dcscription:Ncrv primary/sccondary rcsidcncc in East Vail.
,
/l n //h,zF/tln5 /rzg'|a.x,-
v \-/
//r?-/A?/(,"/ /
4 Datc rcccivcd:
Rci'icrvcd by:4/ar{; U Datc rcvicwcd:/ /- 7- ?-/"