HomeMy WebLinkAboutBIGHORN 5TH ADDITION BLOCK 3 LOT 8 LEGAL.pdfTOI4N#
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
telt 970.479.2139 faxi 970.479.2452
web: www.ci.vail.co,us
Project Name: Cocchiarella change to approved plans DRB Number: DRB030267
Project Description:
MINOR EXTERIOR CHANGES
Pafticipants:
OWNER COCCHIARELLA, CARL A. &KATEO7lLSl2003 Phone:
5198 GORE CIR
VAIL CO
81657
License:
APPLICANT COCCHIARELLA, CARL A. & KATE07/15/2003 Phone:
5198 GORE CIR
VAIL CO
81657
License:
Project Addrcss: 5198 GORE CR VAIL LocaUon: 5198 Gore Circle
Legal Description: LoB 8 Block: 3 SuMivision: BIGHORN 5TH ADDmON
Parcel Number: 209918203006
Comments: see conditions
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: DateofApproval:08/06/2003
Conditions:
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.
Planner: Matt Gennett DRB Fee Paid: $20.00
Oelign review approval lapses unless a building permit Is issued and construction @mmences within
one year of the appmval.
1a/1ctc.s t, e^fe f r'c f, .J-.)
Descriptionof thegequestz.A4tpoL cllanqes tp QAfLI-t c i
crc{cc..vr D'Ltc.k-' -i{'"--tu{Lcr4 Cc*<'qft;15 I 'Sec
, c\ tl-clchocd_- ,:\r--'n
Location of the Proposal: Lot: I\ Bbck: -5 Subdivision:E,,+t-
a
!f
Attachment to Application for Design Review
Cocchiarella Residence
5198 Gore Circle
We are requesting approval for 3 minor changes to the exterior of our remodel due to
structural concems that have arisen during construction.
l) eliminate chimney which previously vented furnace - new boiler allows for a direct
vent which would be protected by a low shed roof, the roofpreviously leaked at
chimney and we are hopeful that leak will be eliminated with chimney
2) a) eliminate upper windows in kitchen (north and east elevations) - actual height of
new wall does not accommodate windows that were ordered
b) placement ofthese windows, which were special ordered, in master bedroom
flanking large sliding door and in lower bedroom resulting in more light and
increased views in both rooms
3) addition ofone log post for increased back deck support and extension oftops in
order to incorporate the log motif more fully into the deck railing
We feel that these changes stay true to the design and intent ofthe original proposal, and
hope that the planning staffwill agree that overall design of the house has not been
extraordinarily affected. No changes in colors or materials are requested.
,n9.".lyour time a
/ tf /w
Kate and Carl Cocchiarella
c-^alq
)
*****************+********************************************************'t****:*******t *****
TOWN OF VAIL, COLORADOCopy Reprinted on 07-15-2003 at 11:12:58 0711512003
Statement
***** * * *** *t * ** * * * * * ** ** * * t. * * t ************* ********* * * * ** * * * * * * + * +** * * * * * ******* *******+*+**
Statement. Number: R0300043i-4 Anount: $20.00 07/15/2OO3]-L:12 AM
PalmenC Method: Check Init: DF
Notation: CHECK # 3 077
COCHIA.R,ELI,A
Permit No: DR8030267 T14>e: DRB-Chg Lo Appr P1ans
Parcel No: 209918203006
Site Address: 5l-98 GORE CR VAIL
L,ocation: 519 8 Gore Circle
Total Fees: $20.00 This Payment: $20.00 Total ALL pmt's: $2O.OO
Balance: $0.00
* ** *** ***** *****,1.**** ** * ** * * * * * * * * * * + * + * * * * * * * * * * * * '* * * * * * * * * * * * * * * * * * * * * * * * + * + * *+******* ****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
DR OO1OOOO31122OO DESIGN REV]EI^J FEES 20.00
o,t'rr"*r oF coMMr.JN,t" o"uurot*,TOWN OF VAIL
75 S,FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
U,.-o{ u, - ts\(( 3
'E>3k^-n' s!5
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
ADD/ALT SFR BUILD PERMIT Permit #: 803-0053
Job Address: 5 l98 GORE CR VAIL Status . . . : ISSUED
Location.....: 5198 Gore Circle Applied . . : 04/14/2003
ParcelNo...: 209918203006 Issued. . : 05106/2003
ProjectNo : Expires. .: 1110212003
owNER eoccHrARELLA, CARL A. & KATE04/L4/2003 phone:
5].98 GORE CIR
VAIL CO
81557
License:
CoNTRACTOR COCCHTARET_,r,A - KATE & CARL O4/L4/2O03 phone: (97O) 476-2234
5198 core Circle
Vail, Colorado
81557
License: 27 3 -I'
APPIJICAI.IT COCCHIAREIJIJA - KATE & CARL 04/1.4/2003 PhONC: (970) 476-2234
5198 Gore Circle
VaiI, Colorado
81557
License z 27 3 -I-'
Desciption: Addition and remodel Occupancy Type FacLor Sg Feet Valuation
Totals... 2,350 $322,000.00*
Number of Dwelling Units: 0 Town of Vail Adjusted Valuation: $322,000.00
Fireolacelnformalion: Resftict€d:# ofGas Appliances: 0 # ofGas Loes: 0 # of Wood Pallet: 0
FEE SUMMARY
Building---> $2,236 .95 Restuamnt Plan Review->
Plan Check--> $1, 454 . 02 DRB Fe?---------->
50.00 Total Celculated Fees--> 93,928.91
S0.00 AddirionalFees--__->$0. 00
lnv€stigation->
Will Call----->S3.00 Clean-upDePo5il-->
TOTAL FEES------> i! ,928 .91 BALANCE DUE--->$0. 0o
Approvals:Item: 05100 BUILDING DEPARI14ENf
o4/22/2oo3 ,JRM Action: AP
Item: 05400 PIJAIINING DEPARTMEIfT
04/24/2003 Matt cennett Action: AP
Item: 05600 FIRE DEPARTMENT
Item: 05500 PI'BLIC woRKs
04/22/2003 ls Action: DN Awaiting for Pw Permit fee and Revocable R
way
permiu fee.
o4/22/2OO3 Ls AcLion: AP
s0.00 Reqeation FeF-.--> $235.00 Total Permir F€€._--> $3,928.97
$0. 00 Payments--> $3 , 928 . 97
PAGE 2
* *****+******'t* *'t***,i**'***'s****!*+* *+********t*t* **t ****'*'t't***+***+*+** ***!*****,*,**{.***,t ti***'tr:t:t *******+++{.
CONDITIONS OF APPROVAL
Permit#: 803-0053 as of05-06-2003 Status: ISSUED ******:lt***********'1.**+*+*****:*******r&*,r*r.**'*:t ****++**,!*+*+ **** **+*** *,|,** * t!*********'t *** *,r*+i. +****,** *,**,f *
Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 04h4lZOO3
Applicant: COCCHIARELLA - KATE & CARL Issued: 0510612003
Job Address: 5198 GORE CR VAIL
Location: 5198 Gore Circle
ParcelNo: 209918203006
* ***:f****** *
'lr
rt*{' t**+*+*+*********************,}r( **** ** *!t** **t * {.+** +*** ********* ** * **** * ** * * * * * * * 't:* * * * * * * *
CONDITIONS ,i*****************:t************,1**+*+*+++*******************{.***,r*******:r*******:t:*++!*+*+*'}*'t **!t*********
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: l6
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER
sEC.3r0.9.l oF TrrE 1997 UBC.
See page 2 of this Document for any.t.ron, thatmayapply to this permit. O
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable jlrereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY 8:00AM-4PM.
SIGNATURE OE WNER OR CONTRACTOR HIMSELF AND OWNET
* ** * * * * * * * * * * * * * * * * * * * * * + * +**** + * * * * * * * * * * * * * * * * * * * * * * * * + * ****** * * * * *,1* {. * * * * * * * * * * * * * * * * * * * *
TOWN OF VAIL, COLORADO Sratement ***t'r** * * ******* *********+++ ******** ********* **** * * * * + * * *,t * *,*,t * * * * * * * *,i * * * * * * * * * * * * *+'|+**+* *
Statement Number: R030003925 Anount: $3,928.97 05/06/200311:39 AM
Payment Method: Check Init: DDG
Notation: Cocchiarelfa
507
Permit. No: 803-0053 T}rtr)e: ADD/ALT SFR BUIITD PERMIT
Parcel No: 209918203005
Site Address: 5198 GORE CR VAIL
L,ocation: 5198 Gore Circle
Total Fee6 r $3 ,928 -97
This Paymen!: #3,928.97 Total AlL Pmts: $3,928.97
Bal-ance: $0.00
*rl.* * * {t * * * * * 'i t *
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* * * ** * * * * * * * * * * * * * * * + * * * *,t !t * * * * * ****** +:t*** * * * ** * * * * * * * * * * * * + + + * + * * + * * *******
ACCOUNT ITEM LIST:
Account Code 0escription Current Pmts
BP OO1OOOO31111OO BUILDING PERM]T FEES
PF OO1OOOO31123OO PLAN CHICK FEES
RF 111OOOO31127OO RECRIATION FEES
hJC OO1OOOO3112BOO WILL CALL INSPECT]ON FEE
?,236.95
r,454.02
235.00
3.00
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NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNEN -- -'- P;i;iiii-'-i*r N -ooa
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APPLICATION
Building Permit #:
97 047 9-21 4S (lnspections)
TVWT,IOFVINW
75 S. Frontage Rd.
Vail, Colorado 81657
TOWN OF VAIL BUILDING
Separate Permits are required for eler
CONTRACTOR INFO n
P P ATIO
,)/,,
General Contractor:
Cf,DNgiz I Bo rcr€12
Town of Vail Reg. No.:
9-t= -t-|ltntact and Phone #'s:
L,+reCx, d tN?r| tt A \l')b' z zsY
Email address:S.P (.1 r)r>;l , v1-(,'::::'E)r L-Q-
RMIT Labor & Materials
BUTLDING: EI4O,OAA ELECTRTCAL: $ tr.,C7J orHER:$ l2.f . ,ttt,)
PLUMBING: $ ,5 , 0,) c MECHANICAL,$ Ar7 OlO rorAl:$ ?aa. 00o
COMPLETE VALUATIONS FOR BUILDING PE
For Parcel # C c Assessors
***********+************jr*********r**FOR OFFICE USE O N LY********i*********!t*****************
Fees:
DRB Fees:nner
ontact Easle Coun Office at 970-328-8640 or visit
Parcel #)oq1 l6L o 3c, ob
rou ruame: f6y6 l+ I 4 P1LL *(t stu,v c e Job Address: 5i'i "o 6oe .z( | gc t a
Legal Description lot: fr Block: J Fitins: $ i6 ikp4j 6#- ll Subdivision: E,c, i+,Je ni
,IM.}c",YXEI
C ocr ltAnr< te ll 49,pf? rr=J?-r: a, ,zt t-E VA t r_phone.V.)1, ?2 3,/
fliASELKTffitot ,of ll4',o&?- (,zEEt, \\(L t.ttrL c.' Erbrl Phone:t1r, >L";
F919,"' f ir n:sOcr4r':i-j llAjdJ"f'' Lt s1L r/A lL Brb,r+ll Phone: 9 ,14 .t <.t I
Detailed description of work:
DErrrO FDPr,oU dF OCt giToreU&; . B."n.:bec Jo?r E tuu?,o( Coosr\Cuk- AJt'r
WorkClass: New() Additionlq-nemoOet (1 Repair( ) Demo( ) Other( )
tf O€,rt OtJ
Work Type: Interior ( ) Exterior ( ) Both (yJ Does an EHU exist at this location: Yes ( ) No 0<)
Type of Bldg.: SingleJamily fi Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:I No. of Accommodation Units in this buildinq: r6Y _<)
Noffvpe of Fireplaces Existinq: Gas Appliances (o) Gas Loqs (o ) Wood/Pellet (p) Wood Burninq (l
No/Tvpe of Fireplaces Proposed: Gas Appliances (2J Gas Loqs (o) Wood/Pellet (o) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) t'to ()Q Does a Fire Sprinkler System Exist: Yes ( ) No 0()
\Wail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 07 /26t2002
F**m"ffififfi
I0tryry 0r I'ilt
Questions? Call the Building Team at 479-2325
Project Name:
Project Address:
A LT u-
IJ
(
-Cenfn€rcie+--' u Window and door schedule '
u Full structural plans, including design criteria (ie.loads) -
u' Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
g,/Smoke detectors shown on plans -
a Types and quantity of fireplaces shown ..,'
Applicant's Signature:
Date of submittal:
(
Depaftment of Community Development
Sioe'Jr'r-
r' This checklist must be comoleted before a Building permit aootication is
accepted.
o All pages of application is complete
E- Has DRB approval obtained (if required) Provide a copy of approval form /
--{}-4eFdorniniurn Association letrer of approval attaehed if project is a Multi-Family complex .
€ Complete site plan submitted \/
(fI Public Way Permit application included if applicable (refer to Public Works checklist)
ta- Staging plan included (refer to Public Works checklist) No dumpster,parkino or material storaoe
allowed on roadwavs and shoulders without written aoproval
Asbestos test and results submitted if demolition is occurrino v/Aot
Architect stamp and signature (All Commercial and Multi fa
Full floor plans including building sections and elevation
**: r^/\ct
F :/everyone/forms/bldperm2
Received Byl
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Depaftment Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeKs.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for,
Agreed to by:
Print name
Project Name:
Date:
F:everyone/forms/bldperm3
Signature
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the itcms below:
ur The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
'.u-'The Town of Vail Public Works Depaftment will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice,
*' Also, the Town of Vail Public
and culvert installation with
Agreed to by:TE o(((ktzt&/t-
Works Department will be approving all flnal drainage
resulting road patching as necessary. Such approval
Final Ceftificate of Occuoancv issuance.
Project Name:
Date Signed:
F:/everyone/forms/bldperm6
3 - iL/- aJ
S( OT MC€
MATERIAL STORAGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dift, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
tr Notice; Abatement: The Director of Public Works may notiff and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
u Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
u Notice and Penaltyr It is unlaMul for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-L AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) 5 1)
Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge, (Ord, 2(1968) $ 3: Ord. 28(1981) 5 1)
I have read and will cornolv with the above code provisions:
Position or Relationship to Project:
Date Signed: 3 ' t:t' O'
Ii :/everyone/tbrnrs/hldpcnlT
6iu
rR.s cEo,rca.,clit1L a-^LO r,L". 303,477-255s i*#l^#t,*li*G4tt Do.7 v-
;";, i3irlr-*';
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Ftr?.lR?zrra r.rcFr rrtrRoscopv aDr.xl rpl-6oo./R-oa / t 16
Lab No. :1O6325
Page: L of 3
P.rc.Dt Sample
Asbcator Date DescrioEion
,gD*, / / Livi.no room walls & ceiling same linfo from
samole containerl Idr]rwall, texture and
paint. I
A IAI VDt. / / llnseparable white text.ure nat.erial and
off-white oaint I
A tB]NDt* / / lWhite drvwall with inseparable orav
cardboardl
T?r,c. / / Dininq room kit.chen wal-l-s two--double wall Iinfo from sample containerl Itwo samoles of oainted drvwalL l
B IA'I ND* | / | tof f -whi.te painul _
tnrlyi€3 (percents determined by visual estimation)
Sample Number: A* A tBl
Irq€r P€rc-nt: 100 100
AsbesEos Minerals :
Arnos i Ee
Anthnnhrr] I i to
Chrysot i 1e
Croc idol i te
Tremol i Le-Ac Linol i te
Trace <L*
TOI[lIr AgBEStrOA llDi r !D** !lD** Traco <1* Drr
Client;
Project ID:
Samole Nunbef
Ai
O!.her Fibrous Materials:
Fibrous Glass
Ce11ulose 3 3
91
2
Synthet i cs
OEher :
Nonfibrous Material 95 100 95 97 100 _
* Composite analysis (multilayered sample, see individual layer analyses).** ND means None Detected-
Analyst:
Kenneth C. Shaver
Date:03/24l03
dt
4. ,'l-
ryiJ.-
T'IA':
rRg crorrcH, ruc.
144:" W. 46th Avenue, Suite 14
Denver, CO 80211-2338 '
Client:
Project ID:
Sample Nurnber
B IBI
B TCL
Phone: 3O3 / 477 -2559
800/385-3L36
Fax: 303/477-2580
gnr.4rF or Etilr rgBEg||roF Fr.rsr.E rNtr-vsrF By'
IXrt.rnTtIEn r.TGEIr XTtttogtYrpY (pIIl rpr-60o /R-q3 /116
Lab No.:106323
Pagre: 2 of 3
Perc€ot Sample
lEb€Eto8 DaEe Description
M.. / / lWhite drvwall with i,nseparable orav
cardboard 1
5 / / flnseoarable black painE and white surface
maEeriall
WD*, / I lwhite drvv,/a11 wiCh inseparable ean
cardboard I
'gtrr.
* / / Master bed/closet bath wal1s & finfo from
sample cont.ainerl Ipaint and drvwalLi
W.. / / Ifnseoarable of f -whiEe paint,and. qreen
undercoat or sealer l
c*
B TDI
lnrlyror (percents deEermined by
Sample Number: B tBl
visual estimation )
B tcl B rpt c* c rAt --
q JAI
IJqraf P€rc''lt t
Asbestos Minerals:
Amos i te
Anthophyl l" i E.e
Chrysotile
Cro cidol i te
?remol ite-AcEinolite
roanlr rsttsBos [Di.
OCher Fibrous Materials:
100
5
5 llDr * tlD* * uDr .
49 49
Fibrous Glass
Ce1lulose
Synt.het ics
Other:
2 ?1
Nonfibrous tr{aterial 97 95
* Composite analysis (multilayered sarnple,** ND means None Deteceed,
97 100
Iayer analyses).
9'7
see individual
enatvsc, /h,* 1t2/:u-:---
Kenneth C. Shaver
Date:03/24l03
tn8 cECf'!!EcE, I!lC. phone: 3A3/477-2559
1441 W. 45Eh Avenue, Suite 14 800/386-3136
Denver, CO 8021-1-2338 Fax:. 303/477-2580
gttr.lls ot Bltt r lFBts|nns Flrpr.r tttaL1'sls By
Dar.rtrzlh l,Tcir'|l lf,?aiF.lFcatpy (pr.fl rpr-5on/p-q3/r t5
Client:
Project ID:
PrrsGlrt sample
Samp]- e Number AsbratoE Date Description
U IEI
D IAI
D IBI
Lab No . : 1O5325
Page: 3 of 3
D*
NDr, / / fWhit.e drvwall with inseoarable orav
cardboar:dl
!f.trr;c,. / / Kitchen ceilinq €ininq area ceilino finfo
from sample containerl Idrvwall. paint and
surface material l
5 / I fOff-white paint with inseparable white
surface materi-all
ND** / / tWhite drvwall with inseoarabLe Ean
a:rnlrar vrl t
llrlya€a (percents determined by visual esEimaEion)
Sarnple Number: C tB]
IraltEr Paro€nt t 99 100
Asbestos Minerals I
Amos i Ce
Ar. i h,'!7th\' l I i r-6
.r!.*,^^F: I^vrrr J D(JLrrs
Crocidol i te
Tremolite-AcEinolite
Trace <1*
|!O|Eft lAalS|[O{l lDr* |rf.ce <11 5 IDt*
OEher Fibrous MaLerials 3
Fibrous Glass 1
99
Cel1u1ose
SlmtheE ics
2
Nonfibrous Material 9'7 95 95 96
* Composite analysis (multilayered sample. see individual 1ayer analysesl.** ND means None DetecLed-2
Anaiysr, [{arn-t &*--
Kenneth C. Shaver
Date:03/24l03
FRS Geotech, Inc
1441 West 46th Ave., Suite I
Denver CO 80211-2338
e-mall;
This report is concerned only with results oftests pcrformed on samples submitrcd lo and tested by FRS Geotech,Inc.
E$lk Siluolc Amlvtlcal Procedurg
Bulk samples of construction nraterials are anal)rrcd accorrding to the Merl od for rte Detetmination of Asbatos in Bulk
Bullding Materktls (EPA/6001R-93/l t6) which the EPA recommends as the "preferred substitut€'to the old Interim Methoct. kr
rrcas whcre hc "new" Method is silcn! FRS follows thc 'bld" Interim Meihod and/or specific rulings issued by thc various
regulatory agencies.
Each scparable laytr or porrion of tle sanrple is indivkfually analpcd rnd reported, alorg wiih eech lapdr volunc per€qtt
as a part ofite total sample. Additionally, an aritlrrntic compositc for tre otal samplg a$ rcceived by the lab, is reportd for |aprod
samples. Information on thc naturc ard quantity of mabrials at the sanpliqg sitc" which is unarailabtc to FRS, must bc uscd by ttre
client to dctermine whethcr or not dris arithmctic composite ofthc sanple is rcprcsenhtive of thc matcrials, as they exist in piace.
This same information must be used by thc client o dcermine whcther or not any layered material, as it exists in placc, should be
treated as scvcral differcnt matcrials or as a composile mrtcrial.
Each sample laytr is prepared and analped in refractive index oils th.t are ccrtified by rhe manufachrer, Cargille
laboratories. Refractive indiccs are measured by thc Dispenion Staining Beckc Line, m Obliqrc Iltumination mctro&, acconding
to which me&od is rmst applicable to the $ample rnatffhl. A$bestos cont€nt is reportcd as a perccnt ofthe sample, and is a visgal
estimation based upon gross sample exa rination and conparisons with publishcd catibration charts during PLM analpis.
Srmqle Ashhs
Ashing is a preparatory procedrc canicd oltr to climinate many intcrferarts ard asbcstoo 'lmk-alikcs.t, A ponion ofthc
samplc is placed in a fumace at 500 degrees Celsius for between I and 4 hours; thc actual time varies according to ssmplc b/pc.
The arnount of asbestos present in $e original samph is calculatc4 bascd upour the woight loss drrc to ashing, if tf" ontpf" ma
a 50olo weiSht loss, and thc visual cstimation ofasbestos pres€nt wss 207o, lhe amount ofasbcstos reportcd would be l0%. An
ashed samples are so notcd on thc Final Rcpon.
Non-Asbcotlform Amphibote Mincrels
Particles of NON-ASBESITIFORIU anthophyllite, trcmolite, and actinolits witlr lcngth to width ratios equal to or
exceeding 3: I and overall lengttrs grpatcr than 5 microns arc occasionatly dcecbd in some butk samplcs. Whilc such particlcc do
meet tlrc 'bld" legal definition offibers, they do not nrc€t thc classicat dcfinition ofasbestos because ttry do not occui as bundlcs
ofpamllel fibers (oftcrr oduaiting spb$ ads), nuted masses of individual ftas, or lcng; flexible, and/or currcd irdivitlual fibcn.
Thc majority of mineral fibets in a sample must disphy these characeristice as wcll as exhibit a lcngth to widttr raio of ot teast Z0: I
for thc mineral to be designatcd "sbestos." These guidelines are spec,ified in 0re Wcw" Mcthod: EPA/6{X}/R-93/I 16- Our Final
Report refers to non-asbestiform antlrophyllite, tscrnolite, and actinolite ss cifier 'tlon-asbest. trem-/actin.,,, or'Non-asbest,
anthophyl.", whichever is appropriate.
QA /QC hoccdurcs and the Unccrtdltv of Anatvses
All laboratory tcsts are performcd accordir{! to rigid QAIQC guidelincs, and analytical rcsuls are traceablc to known
reference standards and procedures. In addition to ttre legal requirernant that l0o/o of til samptes received be re-analyzed, FRS
Geotcch rc-analpes all sampl* for which a trace b 3% asbestos is rqport d.
The New Method (EPA/600/R-931 I I Q contains thc following Suggested Acccptrablc Enor Table for Pltvt analyccs wittr
quantification by visual cstimate over 100 fields ofvicw:
Arcal Percent Asbestos Acccpt&le Rangc of Asbestos Reponcd
lo/o 8/oto3Vo
Sa/o lo/olo 9s/o
lOYo 5o/o ta lSVo
20olo (or more)plus or minus | 0olo
r-303-f?7-2559
r-800,3863136
r-303477-2s80 FAX
frsgeo@lx.netcom.com
Cocchiarella Residence - building permit notes
window schedule - as noted on plans - Eagle Windows - Low E coating and tempered
where required by code
Door schedule - man door between house and garage to be either 20 minute fire rated or
I 3/8" solid core
fire resistive assemblies and penetrations -
man door into house from garage - as per code and noted above
drywall in garage - 5/8* type X drywall as noted in plans
smoke detectors - new locations noted on plans - to be wired into electrical system
existing smoke detectors - all locations per code, battery operated
Fireplaces - locations as noted on plans
one existing wood burning enclosed unit
two new gas appliances - in living and in master - both units direct vent
Asbestos report attached - samples of drywall taken from all areas to be demolished, either
trace or no asbestos detected, no extraordinary abatement measures required
ryF:-
IOI4'Nffi
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 fax: 97 0.479.2452
web: www.ci.vail.co.us
Project Name: Cocchiarella Remodel DRB Number: DRB030046
Project Description:
Addition and remodel to a preexisting, non conforming residence.
Participants:
OWNER COCCHIARELLA, CARL A. & KATE03/10/2003 Phone:
5198 GORE CIR
VAIL CO
81657
License:
APPUCANT Pam Hopkins 0311012003 Phone: 476-2201
Snowdon & Hopkins Architects, PC
Box 3340
Vail, CO
Pam@snowdonhopkins.com 81658 ,/'
License:
Project Address: 5198 GORE CR VAIL Location: 5198 Gore Circle
Legal Description: Lot: 8 Block: 3 SuMivision: BIGHORN 5TH ADDffiON
Parcel Number: 209918203005
Comments: Try to move two trees to a new locatio
BOARD/STAFF ACTION
Motion By: Bili Pierce Action: ,APPROVED
Second By: Margaret Rogers
Vote; 5-0 Date of Approval:, 04102120O3
Conditions:
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: CON0005769
The two trees (to be removed) must be moved to a new location, if at all possible.
Planner: Matt Gennett DRB Fee Paad: $3OO.O0
MAY-34-2443 69:39 H-P GEOTECH a
c'5&ecn
HEPWORTH - PAWLAK GEOTECHNICAL
;lxglQ*r:eotechn
rcai' Inc
Gteurvood Sprtngs, Colorad,r 81,601
Phone; 970.945.7986
F*:9?0.945,S154
cmail, hpgco0lrpgeoteclt.ccm
May 29,2003
Kate Cochiarella
5198 Gore Circle
Vail, Colorado 51657
pi;3,-- coss
Job No. 103 318
Subjccr: Observation of Excavation, Proposed Addition tO Residence, Lot 8,
Block 3, Bighorn Subrlivision - 56 Filing, 5198 Gore Circle, Vail,
Colorado
Dear IvIs. Cochiarella:
As requesred, a represcnlative of Hepworth-Pawlak Geotechnicai, Inc- observed the
excavotion at the subject site on May 22,2003 to evaluate the soils exposed for
founiation support. The findings of our observations aud recommendations tbr the
tbundation deSign are presented in this report. The services rvere performed in
accordance with our agrecmeff for geotechnical cngineering services to you, dated Mair
74,-;003.
The addition will be attached to the north side of the existing residence and be two story
wood.frame coustrucdon, Ground floors will be a combinarion of slab-on-grade and
structurally supported over crawlspace. Spread footings sized for an allowable soil
bearing pressure of 2,000 psf were assumed for foundation suPport of the addition. f'he
existing resiclence was reportedly built in 1958 and has had several additions since then.
We understand the residence and additions are founded on shallow spread footings and
rhere are no indications Of excesSive foundation Settlement and distress.
At the time of our visit to the site, the foundation excavation was nearly complete and
had beeu cqt in rhJee levels from about 4 to 7 feet below the adjacent ground surf'ace.
fie soils exposed in the borrom of the excavadon consisted of relatively dense, slightly
silry sarrdy gravel with cobbles. The results of a gradation analysis performed on a
sample of rhe sandy gravel soils (minus 3 inch fraction) oblained from the site ore
preseutcd on Figure 1,. No free water was encounlered iu the sxcavadon and the soils
were generallY moisr.
Considering the condirions exposed in the excavation and the nature of the proposed
construcrion? spread foorings placed on the undisturbed natural gravel soil designed for
an allowable bearing pressure of2,000 psfshould be adequate for support of the
proposed addition. Ttere could be some differential setdement with rcspecr to the
u*i"ting residence which should be considered in the design. Footings should be a
mininrum width of 16 inches for continuous walls and 2 feet for columns. Loose and
disrurbecl soils in footing areas should be removed and rhe bearing level extended dorvn
Parker 303-8 4l-?llg . Colorado Springs ?19'633'5562 r Silvenhome 970'468'1989
P.A2/44
NRY-3A-2843 a,9144 H_P GEOTECH o P.A3/@4
\
Kate Cochierclla
May 29, 2003
Pagc 2
ro rhe uadisturbed aatural gravel soils. Exterior footings should be providcd with
adequate soil cover above their bearing elevations for frost protection. Continuous
foundation walts Should be reinforced top and bonono Io span local enOmalies such as
by assuming an unsupported length of at least 12 feet. Foundation walls acting as
retaining structures should also be designetl to resist a latcral Earth pressure based on an
equivalont fluid unit weight of at lcast 50 pcf for on'site soil as bacKill. A perimercr
foundation drain shOuld be provid.ed to preveut temF)rar.v buildup of hydrosiatic
pressure behind foundation retaining walls and prevent wetting of the crawispace'
'smrctural fr[ placed within floor slab areas can consist of the on-site sand aad gravel
soils compacrcd to at least.97% of standard Proctor density at a moisture conteff near
optimum. Backfill placed around the structure should be conpacted and the surface
graded to prevent ponding within at least 10 feet of the building'
The recommendetions subnitred in this letter are based on our observation of the soils
exposed within the foundation excavation and do not include subsurfece explorarion to
evaluate the subsurface conditions within the loaded depth offoundation influence'
This study is based on the assunpdon that soils beneath the footings have equal or
befter support than those exposed, The risk of foundation movement may be glenter
than indic-ated in rhis reponbecause of possible variations in the subsurtacc conditions.
In order to reveal thc natute and extent ofvariations in the subsurface conditions below
rhe excavation, drilling would be required. Ir is possitrle the data obtained by
subsurface exploration could change the recommendations contained in this letter.
lf rhere are any rluestions or if we rray be of further assista.nce, please let us know'
Sincerely,
i{EPwoRTH - U\WLAK GEOTECHNICAI+ INC.
David A. Young' P
Rev. bY: DEH
DAYikstil
anachoent - Figure 1 - ResuIF of Gradation Analysis
cc: KRM Consultairs'Atrn: Tller Aldrich
Town of Vail Building Dcpt. - Atfir: Charlie Davis (Fur only)
Job# 103 3tE c&&ear
qAY-3g-zF,A3 A9t4B H-P GEOTECH P.g4/44
SqJTRE
E tlrdtGt
2L
o4a
7rt ts ttlt t v ff r ,oo
,ls
6 1 6
s
t!d.
Fe0 z td a E,
lrJ o.E
.osr .ocl ffi - r,i! ar (- ,'r*rlo e." fr:t t#z' dt
D]AMEIER OF PARTICLSS IN MILUMETERS
arY nt gLY
GRAIEL d' Z
UQUID UMIT Z
SAND ++ z slLT AND CtlY 13 Z
PI-ASIICITY INDEX 7
SA[,lPll OF: gightly Sltty Sond qnd Growl FROM: Bottom of Addition Excavction
GRADATION 1EST RESULTS HEPWOFTTH-PAWLAK
GEorEcHNtcAL, lNc.105 316
JUL 01 2OO3 4: loPll HP LRSERJET 32OO p.2
(970) 9{S93e'l
(FA)0 94&1577
I met with Jay Livrain today at 3:15 pm to deFrmine true8-trtruss connections not suppllad by the furs
manufadurof.'We recomm€nd Slmpson connecbrs (or €quivahnl) br the bllowing tueaes:
RECORD
DATE: ThnCns
PRQJEQT: CocchiarelleResklonc€
I na E rremve rorrs X ResPottss
lGte Cocchhrolla:
Botbm Chord: LS30
TopChord: LS50
Hlp Gfder (CJl and sim.):
Boltom Chod LSSUZ8
Bofom Chord: LSSU21 b-a piit out one sue of thc truss wilt a 2S block
JOBNUfiI9ER; 030901
O curuncaneilEHAvca
COPYfO:
Arch. S€rv.: Jenniler Buck
Snowdon/Hopklnr: Pam HoPkins
filrffffiori,u,, aig, DOSl Hip J*ks (J6 and sim.):
E"rni'#ti1lt'r3hjiii,' ! Town ot vrfl :ffi::HolJ#l*,, 0FFfcE coPY
ll b the indusby shrdard that trusE manubcluren eupply the fu8s-tefuse connec{one. We havB r€viswEd lh8
uuis snop Anar1ng6 only fur fie imssing conneotions and not fot cllflrenslons or qvantltle8 3upplled'
lf you have any queelions aboul lhee recornmendalions, pleaso do n9l tEgitate to call.
SIGI{EO;
{' 'rl
4 1F, .t t , #t .n,trr {**_rI ,f
'tr' .l
$
JUN 20 e003 l2!23P1'l HP LHSERJET 3200
KRM CONSULTANTS, INC.
P,0. Box 4572
Voil, Colorodo 81658
(s7o)"94e-s391
Fox (970) 949-1577
${EET [0.
OAI.CULAIE BY
1
lFA
oF- |
Q6/?Q103 OA'IE
DAlE CHECK
$cAr.E 3/4" * 1'*0
t $I
I (\l
-J IL-
l--*-
LOO COL. PER FLAN
KNIFE er 1/4x4xA'-B w/{
(2)-3/4"6 THRU-BOLTS
Bfrc. e t"x6xo'-6 w/ (2)-
1/2"A x 5" EXP' ANCH'S
z
=€
I h
12" 6 CoNC. PIER
lo (2)-#3 DV\LS x l.l
l=.J
o
(rF P|ER HEIGHT EXCEEDS 4'-0,
ADD (2)-#5 \ERT. BARS FULL
HEIGHT OF PIER)
SEE SCHED. FOR REINF,
Fh*Vl t/ LzJy
Ytb trD \Fov-
JUH OA 2003 2:4?Pfl HP LNSERJET SEOO
KRM CONgULTANTS, INO'
p.2
P.O. BOX /|{i72
vAtL coLoMDo 81658
870-949-0391
(F$q$s-1$?
FIELD REPORT
fo:
tGte CocchiarElla
ATfENTION:
ffiOJECT: Copchbt€lla Residenca
Dfie 6nnoa3
ARflW: 8:00am
DEF-ART; 8:20am
WEAfiEFc SunnY/Cool
JOENUNBER: 030341
PRESEfVI AI SIIE: TylerAldrlch
STAIUS OF COttPtETtoIv" Condnulng Defio' naw footinge fomed
At vout roqmst I visibd ho stto refurenccd ubone b obsene the exi lng concreb r,ralllhat hed nol brrn fimoved and
o iisdrss ihe neu, fuoting in fic crrvrlspece belrr Tuckefs bedtoom'
t nrwiouely visilsd he rile on 5/20/03 to dkt ss op-$om wih Ksto Cocchlsrslls b minimko lhg remwal of oxistinB
iffi"ifi: wi declded trat sorl iirnJriiirng #its couto f€matn and thc ner/vwglls rlould hs doweled lltio th6m. I
ffi;il;,i thd rcLE wih .r",irmi oecGi 6'rct ot R rhkcural scrYlco$ v{ho polnted .oul tl6. pobntal dr6inaga
ilhjfr; ffi; ixisttni warh *orio'ireii.r, ino tr! dccHed thal the orieffng toundtion rvallr thould b€ tsnovod and
ilffi;;;ir*; on-rtre *u.nrnal Gil.g;, qh"tt q I rolum€d to the tita and cxplained th6 dminago PmblEm to
cerl cocchlar€lla anO ut" p,*."toi, anA nry-uitiantanahg $'as 0rat $e r Elb utould b€ r€moved sE shown on Plan'
The sccllon of edsiing u8ll b tho nodh ol fie otd shf8 golng down lo ths lo\i'Br bv0l was not mmow-d ' Wo tgcommcnd
ilo:fi 0r;;ti iieririousry Uiiruri..i,-ano u"iu"j, thi new bunrlaEon ae rhown on rh€El s2. This wtll eimpllfy
ii" nar,"con*maion anA a,loUiporying C*ifs h Ut. ixlsting unll to naise lhe rvall heigtrt and Join thc ncw foundeton
demont!.
The new froting tholrnr on shoel E2 in he crarvlopact urec hionded h iupport lhe {elextp !911 wttldr Euppo& lhe
floor snd roof. Thi$ erorung bcai-tl sigifiiliiuidemaed end,our inGntton uae b ruduce th€ bendlng EttoBe by
ffiid; ;a"ttptrn et td ,id6d-ii [lls gnnor ie ?clTlhrrcd by |lrsomblc nrcan0, lhon u/€ |lcommend
;ilrlilrd th. tdi, wiln a r6"t"db*€ poat bgrlng on th€ large rock wtrkh wao discovared atl6e new ftotng locallgn'
Thls It et least 8n |tptwm.m on itJ i,oEung stlJb,rs, hour&er, ws must 6xp€cl thrt romc o[lament wlll oocur if tr
d€slgn loeds rrc m€t or surpasred.
coPYfo:
Arch. EoMter:Jcnnibr Buok
JUN Oe 2OO3 4!O7P1'l HP LFSERJET 32OO
KRM CONSULTANTo, INC,
p.2
te70) s49.0391
(FAJ() 94$15ri F.O, BOX 4S??
vAtL, colsnADo 81858
OATE:
PRQJECT:
Inn
6/2n003
CocchiErella Residence
f, resruvoruores
REGORD
JOBNUfiBER: 0303-01
I nrsrorsr ffi cr-lruacefloflrcHritce
@PYTO:
JennibrDecker Buck
Thls record is to fullo,t, up on $e field reportbsuEd €arl'Er today, ln thefeld report, wE recommended remo/ing
the exl6{inq concrete wail as shown on ihe structural drawingp, eheet Sa. Anolher optlon l$ ta eut thd wall back
iJ Ginsde Ace oi the n*r bundatron com€r which ls at he intersectbn ol the kitchen and nEw €ntry (?9.{
anO'a'< ciirensfonally from the norttreast comer of Tuckefe Fedroom. The now concrst6 walls should b€
doweled into lh€ e(lsting as described on SheEt $2.
t'lRY 23 eOO3 1l:lORl'l HP LRSERJET 32OO
KRM CONSUUTANTS, INC.
P.2
(970) 949-9391
(Foq 949-1577
P.O, Box 4s72
vArL. coLoRADO 81658
RECQRD
DAfE:
PRQJECT:
STGTVEO.'
Tyler F. Aldrlch
REWEIIED:
5/2U2003
Cocchiarella Resldence
I msgrucrorgs
JOBNUMBER: 0303'01
Enn X Rrspotsr J cunncnrov/c,tAvcE
Kate Coceigrella:
This is in response to our dlscus$lons Pgarding th9 lnterfacE between fi6 new slab at t\e low€f level and the
J.tf 'nl *r"irt. watt and t"tinS at ihe iiistiniomce. According to lhe measuremenB ltrbt you described over
tn. pf'6ne mir morning, usf ng thi itisting upp6r floor top of ply^r'ood as the benchmark 100'4' he echial top of
.*iriini concrete iootiib etevltion n g0'-6 ttitO" and the adull top of dre existing.office. slab elet/ation ls 91' -1
ile;. fnJ nev,, lower le-vel S" concieti sfaU is at 8n elevation of 9O'-3 1/Z', approximately.B 1/4" down from the
top of mr
"*irttng
looting. Tniretori, he neur shb may be poured 4ainst the adsting footing and no
underpinning wlll be required'
lf you have any questions about lhqse obeervalions, please do not hesitate t0 call.
coPvfo:
J€nnifer Decker Buck
The above meeting nore3 are our underctanding ol,discussions held and shall be deemed acceptable to all
partles unless we are notified wltrin 5 days of receipl'
A-27-243 2,46PM FRoM
U
L761141
Cocchiarclla
5l9E Gore Circle
Vail, CO 81657
970 4762234
TwlofVail
Chrlic Dsvis
RE: nnalframing
Chsllie
I beliffi tbst I brye dmped offcopics of all othc eoginosiqg rportr. This is tlp fiql orcl
Wc arc gsrthg all of the iteos L"." care dand rto eogirc€r sigEod otrotr th. plunbcrs holer- Tltct ale
OfevelrifmrtcctulcallytonanuftctEcrsryecs, IlooLforwardtoso€lrtgyouordlctst''oursiSnmlrc
otr our inspes-tim $port
fire u"w O*iAua to run ncrv ptrons linos and put ltcm in conduit lfyorn Aieod oottld help us _
o.pedite the hsralarion of ncw liues on* wc get the condrit in thc grou!4 I wurld appccioe atry hElP I
c8n ggt,
Thants for cwryhing.
I page follorvs
P. 1
8-27-2@,3 2:46PM FROM SIP o 4761 141
KRTT'I
P,o, Bgx{6zl
VAIL,COK'RADO
OONSULTANT€. INC.
r- z,
F.z
s7&9{t-830t
(FAX)9.$16r.
NELD REPORT
t?:
l€G Co6tt',arEllr
AflEil?lcwt
Fno.rEIi CooddardhRestmcc
PRESHII rlTSl?El lQtB Coodlirelb, JayLiyntn
SfAfl/S OF COtPlE tgwi Rcilloh Fradng nesfly oonplGb
A( your tr$|r{t I vlsb{ he glb refrtencod sDc'ye b oDnefl,e fi6 cornDbH lit]ttn0. I o606wEd ttrs frltorvlng frroc Items whhtr shouU bo SeE|ad:
I ' The tZ)'t 3lf : 'l I 7/B L\A thor sn 9" .!ffi, qt1 gar4e rnd thr medar bdrmom rhann on strcct 33 cantibvra 7p,t1 ovd a built-W F)|.zx{ porl" The posl b mis*rg End should -De infttbd.
2' Tl|! cad_crd.of ths (sll 3l{ r 1l 7tr LvL ttor bsm In hr imr 0f !l. mnts dorct ttlow'r m dnoi si} b bearing on toflF Lt/!. ehina appufnetrV lr{- 0'llolc We rrconrmrd r$noyhg thc nood emno ad ro6acfrg fran "l0,-*oJi CrinE
3' Tln odsdngzrr O.ded( Ioldslo the 6ast of lhs ltEbrlsdoorfr hevr bccn olt bedr b [o rel lino rr tha mg0l cd and stl.dl|s y unbrsd agohct roliry. We teoorrEnd lmh|fng 2xl0 blrcHng frrb betrr*n thc j('itfr a tri bcsrhg locilbn
fn tddilfon io llF llcrrts aboro, hc 7 3l4x 11 7€ L\A gsngo jcish harrE b€an diltad rrytlh tm 1 lif hoho aooroxirnrdv
"-0lFdn
g ngrr d$tbttE. _Tha csnbr! of fre nobt e o $podnEbfy 2' fom thE boftt n ot tho JohG mO neer dt; .rw8 qnd bee{tg ml: In thh tf,se, u,e bol-r,$,l het ilto hobr do not &mprqtilsf fis rnErtret frftary *m Ltlt-t
tnougb b rtquit rulnbrcunenl or eplecanpnl, housvcf, tre bcalhn of tlt6 hobr lr not Wlilrh 0rc ra&ri''rnacd rlg hr hoh,t in LVL mmberr Phaae ocsrfl lho mertrdrdrreds mrnurl lbr rqnrnonb8oru pbr b drffhO hdco h Srudrr€ln|qnla|L
One tlnre thno itr|tr| .|r lddlrrad, F belierr€ thst lhc cfuctud frrmlrrf 'rI uc conplcb.
@wfch
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JOANIilftR:
I
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tl
MiTe
MiTek Induslries, Inc.
7777 GREENBACK IANE
sutlE 109
cmus HEtGHrs cA 95610
USA
FAX (9r6) 676 1909
IETEPHONE (916) 676 l9m
Re:M238OWEB
The truss drawing(s) referenced below have been prepared by MiTek Induskies, Inc. under my direct supervision
based on the parameters provided by Overholt-Delta,Co
Pages or sheets covered by this seal: k9432927 thruR9,l32950
My license renewal date for the state of Colorado is September 30, 2003.
The seal on these drawings indicate acceptance of professional e,ngineering responsibility solely for the
auss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per AI.ISVT?I-I995 Sec. 2.
#T#q
#p
?#5ftil""1J
rRUSs co'LLc I
Delta, Co 81416
Phone: (970)87/+-7070 Fax: {970)874-7068
)ll*o*o
BUTLDTNG 'ENTER
I
P,O BOX 190
EDWARD. C.O 81632
I Deliverv List
-Job Number:
Page:
Date:06-1 1-2003 - 8:27:38 AM
Project lD: M2380WEB Project:LHC Block No:
Model: Lot No:
Contact:". fltt*,Deliver To:
COCCHIARELLA RES.
5198 GORE CIRCLE
VAIL, CO
Account No: 363503695
Designer: IIIKE LAHOE
salesDerson: MIKELAHOE
LOADING 8G,1G.10
Name:
Phone:
WILLIAM
970-926-3381
a7n-qrA-??dq
Tenlatlve Deliverv Date:
Profile:Qtv:Truss ld:Span:Truss Type Slope LOH ROH Load By:
a1fu 3 T1A
225 lbs. each
39-3-2
2X6nX6
ROOF TRUSS
18 Rows Lal Bra
l-5-13
{.50
d.00
0-0-0 0-0-0
z&I Tlc
229 lbs. each
39-3-2
2X6t2X6
ROOF TRUSS
6 Rrxrrs Lal Brec
t-t-J
4.50
0.00
0-0-0
5 T2
71 lbs, each
16-t -0
2X6t2X4
ROOF TRUSS
t-6-c
,f.50
3-00
0-0-0
.41FL-1 V,I
51 lbs. each
18-9-0 ROOF TRUSS
t-6-3
4,50
0_00
0-0-0 0-0-0
Above listed i
to right).
Received by:
Date:
Thank You for your Business.
R9432927
]M2380WEB icJl
-Overh-it Tfust-D€tta, Co &TG ooo
ROOF TRU
74"2 '|1-tr5
-2-9- r 5 3-$.13 _____-____--_1__
3-S-13 2-9-15
lr:-1t-t
1't-115
3-9-13
3-9n 3
O{{ 10x10 t
LoADING (ps0
TCLL 80.0 TCDL 10.0 BCLL O.O BCDL 10.0
SPAC|NG 2-S.O
Plates lncrease 1.00
Lumber Increase 1.00
Rop Stress Incr NO
Cod€ UBC97/ANS|95
DEFL in (loc)
Vert(LL) {.04 &9
VertCIL) {.15 1
Horz(TL) 0.01 7
1st LC LL Min Ydefl = 240
PLATES
M 20
Weight 59 lb
Shgathed or 64{ oc purlins, excepi end vsrlicals'
Rigid ceiling dkec'tly applied or 600 oc bracing.
Udefl
>999
>242
nla
GRIP
169t123
LUMBER
TOP CHORD 2X6SPF'I65OF 1.5E
BOT CHORD 2X4SPF 1650F 1.5E
WEBS 2X4WWStud 'Except'
s'7 2 X 6 SPF 1650F 1.5E
BRACING
TOP CHORD
BOT CHORD
REACTIONS (fb/size) 10=17OS\O-7-12' 7=11 31 /Mechanical
Max Horz 10=263(load case 5)
Max Uplift 1O=-370(load c€se 3),7=-'1s2(load case 3)
FORCES (lb) - Firsl Load Case OnlY
roF cxonri 2-1o=-1o4g, 1-2='t37,2'3=-1glg,3-4=-1060, +5=-141, +0=-16, $7=-345
BOT CHORD 1c11='30, 9-11='30 , s-12=1194' 8'12=1't94, 8-13=979' 7-13=979
WEBS 2-9=1251, 3-9=-208' 34=-239' 4-8=247 '
4-7='1170
NOTES
rl-inis truss tas u"en designed lor the wind loads generat€d by 80 mph winds at 25 ft above ground level, using ' s.o psirop ct'oro aead lo;d and 5.0 pst bottom chord dead ro+, ]0,0-TlJl9:1".1fi3-t*311'1";313i ""
2)
3)
4)
s)
6)
7)
;#;;il;G;;1, .i"iitioi i"-"Jr"J buitdins, or dir€nsions 45 fi by 24 ft wirh exposurs c AscE 7.93
p"i tigCS7/ANSiSS f end verticals or cantilevers txist, they are exposed to wind. lf porches exist, ihey ate not
!i*""0 to t"ino. The lumber DoL increase is 1.33, and the plate grip increase is 1 33
Design load is based on 8O.O psf specified roof snow load'
Oveirang has been design for 2.OO tirnes liva load + dead load'
it ir t,,"i t ii U*n Oesi[ned lor a 10.0 psf bottom chord live load nonconcunent with any othor llve loads per
Tabl6 No. 16-8, UBC-97.
Refer to girder(s) tor truss to truss connections.
c."io, ,il.*,.].i*t-nnection (by others) of truss to bearing ptat€ capable of withstanding 370 lb uplift at joint
10 and 152lb uplift ai joint 7.
i-p""iir h"ng"i6i ot connection(s) required to support concentral€d load(s).36 81b up at 2-9€' 36 81b up at
1 j.s-sft;r6J,il".nd 15.0tbup;t +z-2, sa.grd i,own and 15.0tbupat $7-7, and 74.91b down at &g+, and
74.91b down at g-5-6 on bonom chord. Design for unspecified connaction(s) is del€gat€d to the buildlng
deslgner.
#.}''[m
$ffiie$
WARNINc - Verifi'tlatign ptrameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Design valtd lor use onty with lfTal connactoB. Thlg d€sign is ba56d only upon param6te6 lhown, aad la lor an Indlvldusl
bulldlng componont lo ba Install€d and lo6d€d vortically. Appllcebllhy ot d$lgn ptrlmaloll end ptopgr lncoryorallon ot
compononl l! rolponJblllty ol buttdlng d€slgner - not tru66 doslgnlr. Br8clng ghown 18 lor lalsral support ol Indlvldual
Xi3,illliilijll;iTl:,i1::1i1"":X3,:lijll1ff",Jli"'::$#,111ffi:llT',L',ni:::',""'j:?Ti:flj["::","jll Iii-
rogarding labricatlon, qual y cont'ol. 6torege, deliv€ry 6rocllon, and bracing, consult OST{8 nou.llt:rij:l"Tri;"Tt- Itlll 89 B.rclng Sp.cltlc.llon, rnd HlB.et Handlln! Inrtalllllon .nd Braclng R.connandat
Pr!t. Induur., sB3 o'onorrro D v., lr.dr.on, wr s37re MiTek IndUfhie5, lnC.
June'19,2003
o
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TOP CHORD
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o d F 6 S : 6 P so ) r e I s'r f') ;5+>
f; $F
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Job
M2380WEB
T russ
G'1
Truss Type
RooFrRo
oty
1
Ply
.roulence roprionaD ",432927
s tuss,
LOADCASE(S) Standard
1) Snow: Lumber In$eas8= 1.00, Plate lncrease=l.00
Uniform Loads (Pl0
Vert l-2=-180.0, 2-F180.0, F 180.0' 7nG-20.0
Concsntated Loads (lbl
VerL l1=5.1 12='Us 1*'74.9
A WARNINC - vcrify dcsign paranerers and READ NQTES ON THIS AND REVERSE SIDE BEFORE USE
Darlgn valld lor usa only wllh lllLl connoctors. Thli d€rlgn lo basod only upon perrnoLrt ahown, rnd lt lotm Indlvldurl
bulldlng oompononl to bo In6t.llod snd loadod venlcllly. Appllcrblllty ol d.rl9n prnm.l96 end p.op6r In@rporatlon of
componont l! ro6po.llblllty ot bttldlng d..lg[.. - nol lrui. dodgnor. Brelng rhofl. 16 tor latorll 8uppod ot Indlvldud
wob n€nbaaa onv Addltlonal lempo.ary braclng !o Inauro 6iablllty durlno coGtructlon lt lhg ratponllbllny ol tha ataclor
A(Hltlonll permanont braclno of thd ova.all tlfirc|uri la tha ratpondbllly ol tha bulldlnC darlgnor For genarrl Culdrnc.
,tgtrdlnC feb.lcedon, qudlty control, |toruge, d€llvary, sractlon. and bracln0, cooault OgT{l O|l.l||y SLnd|]d, D33-
a0 Bnclrg S9.cltl.rtlor, .nd HlB"01 Hindllng In.t.llrllon .nd B!.clng R.codn.ndrtlon avrlllbl.lroo Trsrr
Pl.t. Inrlltut , 5Eil O'Ohotrlo Orlv., l.dl.on, Wl 53?i e
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o 6 i 6 F = 6 p !o ) 9 1,. r' s,) !') ,;5$>E 88,:18 aB +qi Fil Es'n*a5 g# g;g Egd;f ;f glfl i? fr$F d3;
E iF 'ii i$ F3g *gi $3 $$* +E lei iFc i$ Es $$F
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i- 9,
11-1-15
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2-9-15 $9.13 Scale: l/2'= 1'b4 tl
I
J
1
l1-1-15 7-1'4 39-t3
3-9.15 3$13
LOADING (PSf)
TCLL 80.0
TCDL 10.0
BCLL O.O
BCDL 10.0
SPAC|NG 2-0{
Plates Increase 1.00
Lumber Increase 1'00
Rep Stress Inct NO
Codo UBC97/ANS|95
DEFL in (loc)
Vert(LL) 4.01 I
V€rt(TL) -0.15 1
Hotz(TL) 4.00 7
1st LC LL Min l/defl = 240
BRACING
TOP CHORD
BOT CHORD
udefl
>999
>232
nta
PLATES
M 20
Weight: 59 lb
GRIP
169/123
LUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
soT cHoRD 2X4SPF',1650F 1.sE
WEBS 2 X 4 WW Stud 'Except'
2-102x4sPF 1650F 1.5E, &72X6SPF 1650F 1 5E
Sheath€d or 6{-0 oc purlins, excepl and verticals'
Rigid c€iling directly applied or 6+0 oc brecing'
REACTIONS (lb/slze) 10=131 1/G7-'12, 7=3ooiMechanical' 8=1 188/07-12
Max Hoz 10=263(load case 5)
Max uolift lo='31s(loao case i), z*gt(load casa 5)' 8:250(load cass 3)
FORCES (tb) - Flrst Load Case Onlv
ioF cibnri -'
z-'to=-126s, 1-2=1:37,2-s=-554. s4=t10, 1J=:1.16' ?f=-16' 5-7=-314
eor CHORD 1o''1 1=-202,, g-1 1=-202, 9-12=415, 8'12'415' 8-13='40' 7-'1 3=-40
WeeS -
2'9=631, $9='74, &8=-508, 4-8='81 8' /t-7=n
NOTES iiinl]t.." t'". u"an dosisned for tha wind loads ssnerated bv-qo.TRlylgi.T:::'::9n::oi:* *tn ' ' -
f-u"itot citoto Osad load' 1 00 mi from hunlcans oceanline' on an
5.0 psf top chord dead load and 5.0 ps -!--- ,. a r.. o, .r x,rrx ^.-.,.o c AscF i #ffi"J'UHfi:lJliliiiilii;i5"l"o'i,irai"J'"iJi.1*"'i";:.::1lf:11,nl#::i"":i::"5"1f ct(:juparrcv qarl'sur v ' ""*"*i'iil""iti Eli"r, trtay arB expo"tdio wind' It porchss exist' lhey are not
p€r UBC97/ANS|95It end verticals or' ^;^ i^-d6.A i. I a1 ;;:;ilffi."il;l;;6;;Doi ;-*se is.'t 33, and the prate srip inc{ease is 1 33
2l
3)
4)
5)
6)
7)
o.i.i* fo"o it o"t"o on 8O.O psf specmed roof snow load'
ou"ii"nJr'". o""n ossign fo;2.00 tirnes live load + dsad load
;;; il; ;;; b;;; ;esi6neo ror a r o.d- p"roottom ctroro tive toad nonconerfrent wlth any other live loads p€r
Table No. '16-8, UBC-97.
Refer to girde(s) for truss lo truss connections'
pmvtde mechanical crnnection (oy orie-J).rliiruss to uearing ptate capabls of withstandlng 315 lb uplift at Joint
10,9l lb uplift atjoint 7 and 250 lb uplift atjoint 8'
Speclal hanger(s) or connectionls; requiiiio
"uppo'r "on""nrrated
toad(s) 36'8lb up at 2-98' 36'8lb up al
2-9-8. 34.91b do\.{n and 1s.olb upat #:;. j;
'gifiil;;Jts
oto 'p
at-+z'z' and 74 91b down at. g-ffi' and
iziriliiiJr-is+*ootro-ctoro.6esijntorunspecineaconnsction(s)isdetesat€dtothebuilding
designer.
#.}.fi:m
hmi'#
aEvr^gElvrs ete'v--
A WanWtNO', vetih' lesign ptra,neters and READ NOTES ON THIS AND REVERSE SIDE EEFORE USE
Dorlgn valid lor uso only wlh lllt k conn6ctor6. This deEign 16 ba36d only upon param€ls6 shown, and 16 tor an Indlvldual
buitdlne componenl to bo Insta €d and toadod venlcal'y. Appllcebltlty ot doslgn param€tols snd propar Incorporstlon ol
component io r€sponribl ty oi bullding dollonsr - not tru!6 dssloner. BncinO rhown lr lor latol8l gupporl ol Indlvldutl
wob meftbers only. Addltlonal t€mpoGry braclng to insuro Eteblllty du ng constn cllon ls lhe ro8ponslblllty Ol $e oldclor'
Additlonal psrmansnl bracing ol the ovoreti 6tructur6 ls th6 rgsponslbillty ol the bulldln! closlgn€r For gan€ral guidanco
roga.dhg labricalion, quallly conttol, llortge, dsllvory. orsction, end br&ing, conaull OST_I! Ot'allty Slandrrd' DS8'
8l Brachl Sp.clllcatlon, rnd HIB-91 Handllng In.t.lhtlon and gl.cln! FGomfi.nd.llon avallrbl' lrom Trutr
Pl.t. Inrtltut .5S:l D'Onolrlo o.lv., ll.dl.on, Wl 53719
June 19,2003
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LoADING (psf)
TCLL 80-0 TCDL 10.0 BCLL O.O
BCDL 10.o
R9432929
,l 2
5.000 s m 2002 Jun '19 08:37:20 Pago 1
.2 I f-1-. | 7n1-. i 2:\1 -_+--ll-l!- 2til{ I 2d&11 --+------ 1!--+ !g!!z -l-----lC}l- +i!!-r
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SPACING 24-0
Plates Increase 1.00
Lumber Increase '1.00
Rep Stress Incr No
Code UBC97/ANS|95
DEFL in (loc)
V€rt(LL) -0.37 20-21
Vert(IL) 4.s2 N-21
HotzOL) 0.13 15
1st LC LL Min Udefl = 240
Ydefl
>999
>778
nla
GRIP
169t123
LUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
BOT CHORO 2X4SPF 1650F 1.5E WEBS 2 X4 WW Stud 'Excepl'
3-22 2 X4 SPF 1650F 1.sE, 11-10 2 X4 SPF 16sOF 1 5E
11-15 2 x 4 sPF 1650F 1.5E, 2-24 2 X 4 SPF 1650F 1.5E
2-23 2 X 4 SPF 1650F 1.5E,'t2-14 2X6 SPF 1650F 1.5E
11-142X4SPF1650F1.5E
Weighl 389 lb
BRACING
TOP CHORD Sh€athed or 644 oc purlins' except end verticals.
BOT CHORD Rigid ceiting direclly appli€d or 'l 04-0 oc bracing, Except
4-1&1 oc bracing: 1$16
644 oc braclng: 1'l-15.
WEBS 1 Row at midpt 9-18
REACTIONS (lusize) 24=4600/0'5€, 15=7'185o'$14(input 0-98), 14=-1395/Gsa
Max Horz 24=49(load caso 7)
Max Uplift 24=473(load case 5), 15=-592(lo ad cass 7r, 14=-2239(load case 2)
Max G€v 24=5214(load cass 2), 15=7465(load casa 1), l4=g(load case 7)
FORCES (lb) - First Load Cass OnlY
TOP CHORb 1-2=136, 2-3.6955, 3-4=-7870,4-5=-74s0, 5-6=€848, 6-7=S648, 74=€648' 8-9=-4325' 9-10=-31'
1O'l1=-224, 1'l -12=1300, 12-13='141 ' 2'24=4477 ' '12-14=44
BOT CHORD 2124=762,22-29=6907,22-2#8702,25-28=8702,21-26=8702,21-27=8702,27-28=8702,20'28=8702'
n.n=l117,19.8.7117'19-30=7117,18€o:7117'1E.31=7'|17,31-32=7117'17-32=7117.17.33=4325'
33-34=4325, 16-34=432q 1S16=-7700, 14-15=-3449
WEBS3|23=-'l'152,3-22=123y,+2=1710,122=1592,t21=196,$20=-69,6-20=492,&20=1940'8'18=220'
A17=3537,g-'17=242S'9-16=-5448,1C16:'585'11-16=8830'11-15=4300,2-23=5654'11-14=2a2s
NOTES
'l ) 2-ply truss to bs connected together with 0.131'x3' Nails as follo /s:-
Too chords connected as follows: 2X4 - 1 row at 0-9-0 oc,2 X6 -2 lows at 0-94 oc
Bottom chords connected as follor,/8: 2 X 4 - 2 rows at o-fu oc.
Webs connecled as follows: 2 X 4 - 1 rov', at 0-94 oc.
z) ftris rruss tras been designed for the wind loads gsnerated by 80 mph winds at 25 ff above ground level, using s.opst top
chord dead load and 5.0 psf bottom chord dead liad, 100 mi-fom huricane oce€nlino, on an occupancy category l,
conOition t enctoseo tuilding, ofdimensions 45 fr by 24 fl with exposure c ASCE 7-93 psr UBcg7/ANstgs^f end verllcals or
;ngt€vers exist, they are eipos€d to wind. lf poaires oxlst, th6y are not exposed lo wind. The lumber DOL inctea8s ls
csl TC 0.56
wB 1.00
(Mat ix)
#+ffiffi
June 19,2003
1.3:t, and the plat€ gtip increa66 ls 1.3:,
.4) Overtlanq has been design fot 2.q) tmes lNs loao + oeao |oao.
Aon!flXmRWg'S44 r ift tlesign paraneters ard READ NOTES ON THIS AND REVERSE SIDE BEFORE IJSE
Do9lgn valld lor ose only wllh lllLt conn€ctor6. Thl6 d€slgn 16 besed only upon palamatsrs 3hown, and ls loran Indlvldual
buildlng componont to bo In6tallgd and lordgd v€rliBlly. Appllc8blllty ot d9slgn paramolors and prop€r Incoeomllon ot
compoo€nl ls r€Bponslbilhy of building d6si0n0r - nol lru68 dedgnor, Braclno Bhown 16lor leterol support ol Indlvlduel
w€b members only. Addlllonal temporery breclng to lmur€ steblllly durlng conalructlon l! tho r€sponllblllty ollha orgctor.
Addlllonal porrunont braclng ot th! ovcrall structur€ ls the r€sponllblllly ol lh€ bulldlng dgsigner For genofal guidanco
rggarding labrlcatlon. quality conlfol. storag6, delivery, grocllon, and bracln9, coo6ull OST-8' O|||lhy Strndard, DSB.
le Bi.clng Sp.clflcatlon, .nd H18-91 Hlndllng In.hlhtlon and Braclng nacom.nandltlon avallabto llom tiuar
Pl.t. In.tllul., 543 D'Onolrlo Drlv.. Iadl.on. Wl 53719
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5) Provide adequate dralnage lo prevent water ponding-
ei 1,i" tru"i t'"s o""n oesiineo ior a r6.ii pJi iottor ""r,oru riue load.nonmncunent with any other live loads per Table No' 16-8' UBg97
7) WARNING: Requlrad boating size at ioint(s) 15 greater than input boanng.sEe
B) provide mechantcat conneaion tuy oirrersi& mis o uearing itate c€pabte of withstanding 473 lb uplii atroint 24, 592lb uplift atioint |5 and 2239 lb uplift atJolnt
14.
9) Uplift for firsl LC exceeds limits
1O) Speciat hange(s) or connection(s) required to support concentrdted load(s) 1167.91b down and 161 81bupat h1-4. 112.9tb down at 10-$2, 'l12 glb down at
12-$2, 112.etbdownat r+-s-2, rri.e'6 jJ"iiiii?il, rri.gruo"* ai is-$zi ttz.stu oo*n at 1s-s-2, 1l2.etb down at 21-42, 11291bdownat 233.2.
112.9f b down at 2S3-2, 1iz.glb d;; Z{ Zl-iZ,'ana lt'Z.elb down at 29-}2, and 336.91b down and 10'l.slb up at 313-2 on bottom chord. Dosisn tot
Truss
GR'I
-ouetholt-."s.;iG;e;61416 NOTES
unspecjfied connoctlon(s) is delegated to th6 buildir
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.00, Plato IncEase=1.00
Uniform Loads (plO
Vert 1-r=180.0, 24=180.0, 4-10='180 0, 1ol2=-180.0, 12.13= '180'o,1+24=-m'O
Concentrdted Loads (lb)
Vert 19=-50.5 22=-1.167.9 16=336.9 25=-5e.5 26=-56.5 27=-56.5 28=-56.5 29=-56.5 30=-56,5 31=-56 5 32='s6 5 33=-56 5 34=€6 5
A WARNING -lbrify lesign prraneters und READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
D.6lgn valld tor uss only w{th MlT.k conn€clorG. Thls d€sign 16 bee3a, only upon paran€!9r! shown, and ls lor an Indlvldual
bulldlng componsnt io b6 installad and load6d vortlcally, Appllcablllty ol d€Blgn pgramolgrs and propor lncorporatlon ol
compongnt 15 responslblllty ol bulldlng d€slgnef - nol truso de6lgn6r Eracing 6hown 16 lor laloral 3uppon ol hdlvldull
w6b lhsmbo|s only. Addllional lemporary braclng lo In6uro 6tabllny dudng conatruc on lr tho llspon6lblllty ol th€ orsctor.
Addlilonel permanonl brlcing ol tha ovorall stucturc ls tho re6ponslblllty ol th€ bulldln! d6slonor. For g.naral ouldanco
rogardlng labrjcEtlon, qusllty control, llorago, dolivory, oroclion, and bracing, consutt OST.IB Ouallly Standard, OS8-
19 Braclng Spcclllcdlon, .nd l{18.91 Hrndllng In.tlll.llon and tt|clnf Raco|nn|ndallon avEllsblg liom Trurt
Pl.l. In.lllulc, 583 0'Onofrlo Drlvc, Iilrdl.on, Wl 53719
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T[ssType-R9432930
RooFrRo
q-i r-d 16-413 22'10'5
4-9.14 6-tg
:f$30 2003 Pase 10_04
29.3.14 34-t-12 4r3-2
4-9-14 5-t-8 244
Scale ' 1:73 0
JI
11 .oJ
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10x16 Mll2oH --
0.0-0
, tl€
sl€
9-lt-4 __+--
1-9.14
39-3-2 19-7-9
,2-12
LOADING
TCLL
TCDL
BCLL
BCDL
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
BRACING
TOP CHORD
BOT CHORD
WEBS
(psO
80.0
10.0
0.0
10.0
SPACING 244
Plates IncJ€ass 1.00
Lumber Increaso 1.00
Rep Stress Incr YES
Cod6 UBC97/ANS|95
2 X 6 SPF 2100F 'l.8E 'Except'
5.8 2 X6 SPF 1650F 1.5E
2 X 6 SPF 2100F 1.8E
2 X 4 SPF 1650F 1.5E 'Except'
$16 2 X 4 WW Stud, 6-15 2 X 4 WW Stud
7-15 2 X 4 WW Stud, &14 2 X 4 WW Stud
Left 2 X 6 SPF 165OF 1.5E 2-8-9,
Right 2 X 6 SPF 1650F 1.5E 2-8-9
Vert(LL) -0.36 1t16
VertOL) -O.47 1116
Horz(TL) 0.12 13
lst LC LL Min Udefl = 240
in (loc)PLATES
M[20
M[20H
weight 21 I lb
Shoathed or 2-7-0 oc Purlins.
Rigid ceiling directly applied or S04 oc brecing.
'| Row at midpt 6-16
2 Rows at 1/3 ots 7'14
Udefl
>999
>877
rua
REACTTONS(lb/size)2=3591/0'&10(inputO-54),13=53320-8-6(input:G$8),11:352/0-to
Max Hoz 2=6(load caso 6)
Max Uplift 2=-3a90oad case 5), 13='376(load cass 6), 11='11sg(loadcase2)
Max G;av 2=4204(load caso 2), 13'5332(load casa 1), 'l 'l =300(load casa 3)
FORCES (lb) - First Load Case OnlY
TOc CHORti 1-2=18,2-3=-5872, e-a=-soeg, +s='s624,54='5271,67=-5694,7-8='2125' 8'9='2428'
$10=2&9, 10-1 1=2373, 1 1-12= 18
BOT CHORD 2-17=5035, 16-17=5035, 1$16=6138, 14-15=5'101, 13'14='2143, 11-13='2143
WEBS4-17=-119,4-16=233,5-16=705'6'16=-1052,6-15=-?36,7-15=981,7-14='3596'8-14=-135'
9-14=4804,9-13=-5015
l,-IL WARNING - Verifl lesign paranerers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
De6lgn valld lor uss onty with MlT.k connoctors. Thl3 doslgn ls basgd only upon param€ter6 6hown, and 16lor an Indlvldual
bullding component lo bs ln6lallod and loaded v€ ically. Appllcabllhy ol d€slgn paramstol3 and propEr lncoryorallon o,
componsnt ls responslbllity of building deslgner - not tru66 d€signar. Sraclng ahown ie tor laloral 6uppo.l of Indlvldurl
wob membors only. Additional tohporary blacin0lo lnsuro stabilily durlng con6lrucllon la lhe ralponsibillty ol lho olector
Addltional pornen6nt braclng ol tho ovsrdtt slructur€ ls the rosponElbllily ot lhe bulldlng doslgner For gsn€rel guldance
rggardln! labrlcallon, quality conlrol, slorag6, dollvary, €r€clion. and btaclng. consull OST-88 Ou!llty Sl.nda.d, OSg-
89 8rlclng Spaclllclllon,.nd Hl8.9t Nandllng Inttalhtlon lnd Brrclng nrcommandallon avallebla kom Trurr
Plaie In.tllut€.583 D'Onofrlo Drlv.. M.dlton. W|33719
#*f,:m
mi''w
June'19,2003
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NOTES ifinii truss t'as oeen designsd for a 10.0 psf bottom chord liva load non@ncunent wiih any other live toads p€r Table No. '16-8' uBG97'
8i WARNING: Required b€ating size at ioin(s) 2, 'l 3 greater than input boaring size'
ei erouioe recrrarilcat connaai-on (by otirer5i6t rru"ito uearing plaie capabte-of withstanding 349 lb uplift at iolnt 2, 376 lb uplifl at ioint 13 and
1159lb uplifl at joinl 11.
10) Uplifr for first LC excaeds limits
LoADCASE(SI Standard
l.a WARNING . Verifi design purameters ard READ NOTES ON THIS AND REVE&SE SIDE BEFORE USE
De6lgn valld to. us6 only wlth Xllit coonactors. Thi3 darbn l! b|rad only upo,l prranatars aho n, and ls lof an IndMduat
buildlng componont to b.Inslelhd lnd lordrd v€dlc8lly. Appllclblllty ol d€olon 9!r6mol.r6 end propor In ono.rdon ol
cotnpononl l. rorponllblllty of bulldhg dsrlgner - not tru8. doilCnor. Br.d.r!.hown l! lor lrl..rl rupport ol Indlvldurl
vraD motnbor8 only. Addltlonal lompo.ary bnclng to lruuro llgblllty dlrlng corslruolion b tho ro6ponalblllty of lha 6ractor.
Additloarl pumlnanl bracla! ol tha ovarall lhuclure ls tho rorponslbillty of tho bllldlng darlgner For lrnaral luldtnca
rogetdhg fabrlcstlon, qusllty conlfol. rloraq6, dotlvary erootlon, and breclno, contult ost{t Ourllty Siandrad, 056.
It Brrcln! Spacltlcdlon, and HIE-tt H.ndllnt tnaldhtlon a|id Bndng Racoirnandatlon avallabls trom Truaa
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TOP CHORD
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-9
Job
M238OWEB
Truss
H2
TruJs@
RooFrRo
Qty Ply
1
R9432931
s
]J
11 I
E
t
DEFL in (loc) udefl
Vert(LL) -0.30 1+15 >999
Vert(TL) 4.38 1+15 >999
Hoz(TL) o.'12 12 r/a
'lst LC LL Min Udefl = 240
Plates Increasa 1.00
Lumber Incrsase 1.00
Rep Stress tncr YES
Code UBC97/ANS|95
LOADING
TCLL
TCDL
BCLL
BCDL
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
(psf)
80.0
10.0
0.0
10.0
PLATES
M[20
M 20H
Welght: 215 lb
Sheath6d or 244 oc Purlins.
Rigid ceilhg directly applied or G0'0 oc braong'
1 Row at midpt A t 5
2 Rows at 1/3 pts 6'13
GRIP
169/123
148/108
2 X 6 SPF 2100F 1.8E 'Excepf
$72X6SPF 1650F 1.5E
2 X6 SPF 2100F t.8E
2 X 4 Ww Slud *Exc€Pt'
6-15 2 X 4 SPF ',l650F 1.5E, 613 2 X 4 SPF 1650F 1.sE
&t3 2 X 4 SPF 1650F 1.5E, 8n2 2 X4 SPF 1650F 1.5E
Lefi 2 X 6 SPF 1650F l.5E +34,
Right 2 X 6 SPF 1650F l.5E 3.1r2
BRACING
TOP CHORD
BOT CHORD
WEBS
REAcT|oNs(|h/size)2=3653r'0611(inputo.$8)'12=4816/tr7.9(inputo.fi')'|0=103/0.s8
Max Hotz 2=7(load case 5)
ft,|ax Udin z=-iszttoad cas€ 5), '12=-329(load cass 6), 10--fi 7(load. case 2)
Max a'rav z=a265(baa case i), 12=4816(load case 1)' 10=754(load case 3)
FORCES (lb) - First Load Case OnlY
i5i;ii-onrj-''j-2=1-3,2G+lss,3-4=-5883,+5='5464,56=-5075,8-7=-3136'7'8=-351s'8-9=1831'
$10=1621,1Gl1=18
BOT CHORD 2-16=5S02, 15-16=5307, 1&15=5315, 1$',14=5315, 12'13='142, 1Gl 2=-1483
wEBa - +16=42, +15=-2a1, +is-asz, o-15=-45, &14=139, &13=-2622, 7'13=-25' 8-1G3632'
8.12=47'lO
$ weavtt'tC - Verify tlesisn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Dealgn valld tor uso only wjli rl.k connoctora. Thl6 daslgn 16 bsg€d only qpon paramotor6 shown, and ls lor tn indlvldull
bulldtno componenl ro bo In6trllod snd lo.d€d vsrtlcslly. Appllceblllty ol do8lgn param6l€6 md prop.r In lporsllon ol
compononr b respon.lblllty ol bulldlng doslgnor - not truso dodqn EriclnO .hown b lor lalorll iuppod ol Indlvltual
wob memb€l! only. Addlllonrl tomporary brrclno lo Inlura ftablllty dudng conEtruclion l! the o8ponlibfllty ot fia aractor.
Addhlonal pormanont brecing ol tha ovaaall structuro ls th€ rgcponslblllly of the bulldlng da8lgn€r, Foa ggn€ral guldrnce
rlgrrdlno hbrlc.tlon, quEllly conkol. slorego. dotlv.ry eroctlon, and brrclng, consult OOT-ll Ou.llly 6t.nd..d, OSB.
tA Brlcl|rg Spcclllcrllon, ind Hla-01 Hanalllng Inrtrlhllon and Btacln! Flcommandltlon avalbble lrom Tnraa
Pl.t. Indltut ,583 D'Onolrlo Drlv.,|l.dl.on, Wl 5371a
#s,R
June 19.2003
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TOP CHORD
TOP CHORD
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Job
M2380WEB
T russ
H2
Tiruss Type
RooFrRo
Qty
1
Pty
1 l"nce (oprionat)
*t'*
russ,s
NOTES
}j-inii truss fras te"n dest',?ned for a tg.g pst botlom chord livs lo€d non@ncunent with any other live loads per Table No. t6-B' UBC-97'
8i WARNING: Requirsd bearing size at joint(s) 2, '12 grealsr than input bearing slze'
Si pilid;
'ggtran-ic"iconneaion
(Uy otirer") 6t i.ss-to bearing ptaie capabte of wlthstanding 357 tb upliff at,oint 2, 329 lb uplift at jolnt 12 and 717
lb upfin at ioint 10.
LOADCASE(S) Standard
A 1 WARNI/VG - Verify design porameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Deslgn vrlld lor u6a only wlth M]Ial conn€c-tors. Thls d€610n le basod only upoo paramalerc ahown, and ls lor sn Indlvidual
bulldlng conponqni to b€ Inrlallgd and loadod vortlcally, Appllcrblllty ol dealCn prnm€t9rs and paopEr ln@rporatlon ot
componont 18 rsspon6lblllty ol bulldhg d6ai0naa - not lru8! d€tlgnor. Bndng shown lr tor lrtaBl support ol Indlvldurl
woo nlmbal8 only, Addlllonal l€mpolgry bnolng to Inruro etablllly (rurln0 conllrrctlon l3 tha roBponslbllltt, olth9 €r€ctor.
Addlllonal psrmanonl braclnO ot the ovorall 8tructur6 b lho raiponllblllly ot tha bqlldlng dsllonor. For gonoral guldanct
rtgBrdln0 labrlcatlon, quatlt contrcl, 6lor!gt, dallvery, ar€cllon, and braclng, consult OgT{8 Ouallty Sl|ndaid, DSB-
It Br|clng Sp.clllc.llon, .nd HlB.ol H.ndllne In.llll.tlon .nd B..clng Racomnand.tlon .valhbl. trcm Trurt
Pl.t. lhrutut., 5E3 D'Onotrto Ortv..I.dl.on, Wt Sl?te
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TOP CHORD
TOP CHORD
o 6 i 6 il -i 6 P sD > e s^ | P N ;5+>d s8 eiv 'B ?qe;d* E! Eal ig $f3 Eg5 i*;r g16 +3i+F .fr3;
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=*
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is $gi
ra
;i sF 3[ [ 'g* g;
o
an
1.50 w
4xB --
8x12 --
12x18 Mll2oH
Scal6 . 1i74,2
Ic
E
DEFL in (loc) Udefl
Vert(LL) 4.50 13 >933
VedCrL) {.63 13 >743
Horz(TL) 0.25 10 nta
1st LC LL Min udefl = 240
SPACING 244
Plales Inct€ase l.0O
Lumb€r Increase 1.00
Reg Slress Incr YES
Code UBC97/ANSI95
LOADING
TCLL
TCDL
BCLL
BCDL
(psf)
80.0
10.0
0.0
10.0
2 Rc$/s al l/3 pts
PLATES
M[20
M 20H
Welght 228 lb
6.14, &12
GRIP
169/'123
148/108
LUMBER
TOPCHORD 2 X 6 SPF 1650F 1.5E
BOT CHORD 2X6 SPF 1650F I.sE
WEBS 2X4WWSIUd
SLIDER Left 2 X 6 SPF 1650F 1.5E S15,
Rlght 2 X 6 SPF 1650F 1.5E 5-&12
BRACING
TOP CHORD
BOT CHORD
WEBS
Shoathed or 2-9-13 oc Purlins.
Rioid celling directly applied ot'lS0-0 oc bracing.
'l Row at mldpt +14,V12
REACTION$ (luslz6) 1o=3g',tzs6-4 (lnput:- o'v9l' 2-429510-7-6 (input G$8)
Max Horz 2=14(load case 5)
Max Uplift 1o=-300(toad cass 6), 2=-403(load caso 5)
Max Grav 1o=3988(load case 3),2'4686(load cass 2)
FORCES (lb) - First Load case OnlY
roF cHond 1-2=18,2-3=-7619" g4=-7252, 4-s={j612,54=t144' 6'7=-6164, 7{=-6634, 8-9='7353'
9-10=-7666
BoTcHoRD2-16=6597,1'16=6597,1+15=6692,1}14=6709,12.13=6709,11.12=6722'10.11=6691
weas}16=21,3.15=108'+15=39,+14:.783,$1g1za4e-14=-823,6-13=60'&12=.794'7.12=1275
, 8-12=-7916, 8-t 1=58, 9-11=82
NOTES 't')-in]J
truss t'as been designed for the wind toads generated by 8! mph winds at 25 ff above ground level, using ' S.0 psf top chord dead lo;d and 5.0 psf bottom chord dead load, lgg-mi.from hunican€ oc€anlins, on an
ianpaniy glt4ory l, condltlon I snclosad bullding, of dimensionB 45 ft by 24 i with exposure c ASCE 7-93
o"i decg'7/nNstss lt end verticats or cantilevers exist, lhay are e)eo6€d lo wind. tf porches exbt, they a€ not
Lioosed io wind. Th€ lumber oOL incrsase is 1.33, and the plato grip increass is 1'33
2) E}sdgn load is based on 80.0 pst specified roof snow load.
-3) Unbatancad sns{ loads have be€n considered for this design'
4! Overhang tras ueen design for 2.00 tlmes live load + dead losd'
5) Ptovide adequats drainage to prev€nt water ponding.
6) All plates ar€ Mll20 pletes unl€ss otherwisa indicated.
ii rr'ii iruJs t'i" o*n designed tor a 1o.o psf bottom chord llva load nonconorn€nt with any othar live loeds per
Tabls No. 1&8, UBG97.
WARNING: Required bearing slze atjoint(s) 10, 2 gratarthan input beadng she'
#;trffi
June 19,2003 ^.-A WARNINC - Verify design ptratneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
D6Elgn vrlld lo. us. only *llh rlak connecton. Thl! d€slgn lE ba6od only upon pal'metolr ahow\ cnd 18 lor ar Indlviduel
bulldlno compon6nt to b. InilEll€d and loadsd vortlcatly. Appllcrblllty ol deslgn p.r.h€lors.nd prcpor IncoDoraUon ol
compononl l,r fesporufbi{y ol butldlng d.slgn - 4ol trus! d.r,yrrf. Dracing rbow'| l! tot l,tte'll tuppor ot |tdlvldu.l
wob nemblf. onty. Addltlonal lemloaary bnolng lo Insuro Elablllty dudnq con8tructron la th€ rgsponllbillly ol lhe saeolor.
Addlllonal p€rmanent baaclng ol lho ov6rall ltirclui6 ls ths rosponllblllty ot tha bulldlng do8lgn.r. Fo.0ener6l Ouldenca
rogardlng lab catlon, q0ality control, slorag6, dtllvary al.cllon, and braclng, oonsuh OSl.a3 Ouallly Stahdard, DSB.
69 Br.clng Splcltlo.tlon, .nd HlB.gl H.ndllne lhd.lhtlon lnd 8...1n! S.conrn.ndrllon av.ll.bl9 irom ltu.!
Fl.t Indllul.,583 D'Onolrlo Drlv!, tl.dl.on, Wl53710
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O3ro z
z o
o 4
1ll z
6 z
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la
TOP CHORD
TOP CHORD
o 6 F F G - 6 p so ).{ P e' 5 sD r'r ;5$>g $i H.g* ffi g;e [Hg aE rit gg $f; qEF ir $F EiE *; iFF .H F ;
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Job
M238OWEB
T russ
H3
Truss Type
RooFrRlo
Glty
1
Ply
1
R9432932
.to lnce (oprionat)
s
NOTES
9) provide mechanic€l connec{on (by others) ot truss to baaring plats capable of withstanding 3oo lb uplifi at joint 1 o and 403 lb upliff at ioint 2'
LOADCASE(S) Standard
A
A WAfiNTXC - Verifi,design paraneters ard READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Dgelgn valld for rl3a only wlth [ITak connoctofa. Thl6 dedlgn lB bated only upon palamglers 6hown, and lo lor an Indlvlduol
bulldlng compon€nt lo bo Instatlod and loadad v.dcally. Appllclblllty ol dollgn psramols6 tnd propar Inco.gor.don ot
co|hponont ls rosfonslbllity of bulldlno d€rlgn€r- not trus6 doelonor, Sraclno shown la tot laloaal luppon ol hdlvldual
web nembar3 only. AddltlonNt lomporory braolno lo In6ura aleblllt dudng coosfucuon l8 ths reeponslblllly of lho 6roctor.
Addlllonll pgrmanenl braclng ot tha ovsrall rtrucluro ls th€ rsgponslblllly ol lho bulldlnq dedgnar. Fo. genel.l tuldanco
ragardlng labrlcailon. queliv contfol, gtorege, dotlv€ry Iroctlon, and baaclnq, conaull 05T-66 Ourllty Standard, DBB-
t9 Braclng Spaclllcrtlon, lnd Hl8.el Handllng Inatallatlon ihd Sraclng Racoirnandrtlon avallablo lrom T.uaa
Pl.t |t||tllub,5!3 D'Onolrlo Drlyc, .dlron, Wl53710
r c/,
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eF r ?ag *=* 3.3 d i':+ Bcq
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= .o*.D o
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M2380WEB
T russ
H4
rru-C-m-
RooFrRo
Qty
1
Ply
1
R9432933
l"nce (optional)
s .9e^
Scal6 . I 174.2
h
E
DEFL In (loc)
Vert(LL) {.45 11
Verl(TL) {.57 11-13
HaE(TL, O.25 9
1st LC LL Min Ydefl = 240
Ydefl
>999
>83'l
nla
SPAC|NG 24-O
Plates Increase '|.00
Lumber Increass 1.00
Rep Stress tncr YES
code uBc97/ANSl95
LOADING
TCLL
TCDL
BCLL
BCDL
(ps0
80.0
10.0
0.0
10.0
PLATES
M 20
MI20H
Weight; 221 lb
Sheathsd or 2-95 oc puriins.
Rlgid csiling dheclly applled or 10+O oc bracing.
GRIP
169/123
148/108
LUMBER
TOP CHORD 2X6 SPF 1650F 1.sE
BOT CHORD 2X8SPF'I65OF 1.5E
WEBS 2x4wwstud SLIDER Left 2 X 6 SPF 1650F 1.5E 6{'6,
Righi 2 X 6 SPF 1650F l.5E 6-0€
BRACING
TOP CHORD
BOT CHORO
WEBS 1 Row at midpt
2 Rows at 1/3 pts
4-t3,7-11
613
REACTIONS (h'/size) S=3917/O{'2 (input G$8), 2=429trG74 (input 0-5'8)
Max Horz 2=15(load c€se 5)
Max Uplift 9=-301(toad casa 6)' 2='405(load c€sa 5)
Max G;av 9=3g11load caso 1), 2=4614(load case 2)
FORCES (lb) - Flrst Load Case OnlY
roF cnonrj 't-2=18,2-3=-'1744i st=-tzae, t-s=+231, 56=-5749, &7=6235, 74='7339' 8-9='7790
BoT CHORD 2-'14=673a,1$14=6529, 12'13=5752,11'12=5752' 1$11:6565' 9'10=6842
WEBS ;L'14='121, +14=247, 4-13=n061, S13=869, 6-13=-4, 611=883' 7'11=-1105' 7'10=306'
8'10=-176
NOTES
1) This ttuss has been design€d for the wind loads generated by 8o mph winds at 25 ft above ground level, using ' s.o psf rop chord dead ldd and 5.0 psf bottom chord dead load, lry-Ti.f'T.lj.lnl9a* 9111'Pi :l3i ^";,;JAil/;i,t"q/ t, mnoition I anilosed bui6ing, of din€nsions 45 ft bJ 24 ft wilh exposure c AS6E 7-93
o"t figCSTlANS-tgs f end vedicals or cantilevers €xist, they ara exposed to wind. lf potrhes 6xist' they are l
Table No. 1SB. UBG97.
8) WARNING: Required bearing slza atjoin(s) 9, 2 greater than Input bearing sizo'
2)
3)
4)
5)
6)
7l
p€r porches 6xist, they are not
!i*""Oio "tnO.
The lumbet DOL incraase is 1.33, and the plate grip Increasa is 1'33
Dasign load ls based on 80.0 psf specifi€d roof snow load.
Unbalanced snow loads hav€ b€€n considared lor this design.
Overhang has boen design for2.00limes live load + d8ad load.
Provido td€quete drainage to prevant water pondlng'
Ad plates a€ Mtt20 plates unless othenvlse i'4djcaled.
Tht; hras has beg1 designed tor a 1O.O psf bottom chord liv€ load non@nciinent with eny other live loads psr
#sffi
A-
A WARNING - Verifi' design pararnerers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Deslgn valld loa uso only wiih tllTak coarnactoB. Thb dgglgn i6 besod only upon param6l6fs 8hown, end ls toa rn Indlvldual
bulldlng conponont lo b€ installed snd loqded vortlcally. Appllcrbfity ol dc8lon pr m.t r3 .nd prcp., hcorporauon ol
conpon€nl lr rocponstblllty ot bulldlng deBlgner - nol lru3a dallgnar, Brlclng rhown h lor lalorql auppon ol hdlvldual
wab momberl only. Addlllonrl tamponry braclne to lBur6 slablllty du n0 co{|struotlon 18 th€ ratpon8lblllty of tha aractor,
Addltlonll perhtnsnl braolng of lho ov€ra[ structuro lo lhe ro6ponalbillly ol lha bolldlng dsslgnsr For gonal.l guldanca
rogardln! labrlcatlon, quallty control, 610r|g6, d6llv€ry arecllon, and braclng, consull O8T{8 Ouallty Standard, OS8-
89 Bt.clng Sp.clllc.tlon, rnd HIB-el H.ndllng ln.l.lllllon.nd Bt olnl Raconm.nd.llon svsllabls hom Tru..
Pl.t. lhrtltut .583 D'Onofrlo Drlyc, .dl.on, Wl5371t
June 19,2003
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M238OWEB
Truss
H4
T russ Type
RooFrRuo
aty
1
Ply
1
.rou l*e (oprion",,
*notttt'
s
NOTES
9) Provide rnechanical conn€ction (by oth6rs) of truss to b6ati ng plete r;r1able of wilhstanding 30J tb uplift at joint I and 'tos lb upln at ioint 2'
LOADCASE(S) Standard
A
lL WARNING - Verifi' design ptraneters and READ NOTES ON THIS AND REyERSE SIDE BEFORE USE
Daolgn valld tor usg only with XlT.k connoctor6. Thls doslgn ls bas€d only upon panmotor6 6hown, and i6lor an Indlvldual
bultdlng componont to be Inrtlllad rnd loldod venlcally. Appllqeblllty ot d98l0n ptrenalal. and Fropla Inqorporauon of
componont is roaponslblllty ol bulldlnC de6l0ner - not trusa doBlgner. Bleclng 3hown 18lor latonl sqppon ol Indlvldual
vlsb |hemb€ra only. Addttlonal lemporary br|clng to Inlura rtsblllty dudng comtruction 18 the lo6ponllbllily ol lha aractor
Additlonal permsnont b.aclno ottha ovorEll ltructur€ ls lhe .espon6lblllty of lh6 bulldlng d€3l9n0r Fgr gsneral guldanog
tggardlno lab callon, quallly control. stong6, dotlvery orectlon, and brucln!, consult 06T{l Oulllty Shhdtrd, DSB'
19 Eraclng Sprclflcrllon, and HlB.0l Hrndllng Inatallallon rnd Braclng Faoodnandallon avallablo llom Truat
Pht. lr|.tltut.,583 D'Onolrlo Drlv., ll.dl.on, Wl53710
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Job
M2380WEB
Truss
H5
Truss Typs
RooFrRo
oty
1
Ply
,loulnce (opttonat)
R9432934
s 0{{'
S.ale = 1i71.6
6x8 =
87
4.so F
DEFL in (loc)
Vert(LL) 4.44 12'13
Verl{TL) 4.58 12-13
HozCrL) 0.23 't1
1si LC LL Min l/defl = 240
Ud6fl
>999
>817
nle
SPACING 244
Plales lncreasa 1.00
Lumbsr Incr€asa 1.0O
Rep Stress Incr YES
Code UBC97/ANS|95
LOADING
TCLL
TCDL
BCLL
BCDL
LUMBER
TOP CHORD
BOT CHORD
WEES
SLIDER
BMCING
TOP CHORD
BOT CHORD
WEBS
PLATES
MI20
M 20H
Weight 225 lb
$15,8-13
(psr)
80.0
10.0
0.0
10.0
2Xo SPF 1650F 1.5E'Except'
7n12X6SPF2100F 1.8E
2 X 6 SPF 1650F 1.5E 'Except'
t 1-14 2 X6 SPF 2100F 1.8E
2 X 4 Ww Stud 'Except'
6-15 2 X 4 SPF 1650F 1.5E, 7-13 2 X 4 SPF 1650F 1.58
LeJt 2 X 6 SPF 165oF 1.5E 6-8'15'
Right 2 X I SPF 19s0F 1.7E &3-5
Sheathed or 1-10{ oc Putlins.
Rigid ceiling directly applied or 10{4 oc braclng'
1 Rofl at midDt 7-15
2 Rows at 1/3 pts
REACTTONS (ldsizs) 11=3917/M-2 (input o'ffi),2=4295/G7-1 (inpul o-ffi)
Max Hoz 2=16(load cass 5)
Max UDlift 1 l=-303(load case 6), 2=-406(load case 5)
Max G;v 11=3917(load case 1),2=4521(load case 2)
FoRcES (lb) - First Load Casa OnlY
ToC cHoRrj 1-2=18,2-g=-782o: u4='7217, 4-5=6871, r6=-sn7,6'7=4271'7-8='s7Tl' v9='7't16,
$10:7452, 10'11=-7724
BoT CHORD 2-16=6831, 1+16=6370, 1+15=525s, 13'14=5258, 12-13-6415' 1'l-12=6739
wias g't6:329, &16=443, $15=-'1476, s15=1067,7-15=32,7'13=115o, &13=-1554, &12's11'
*12=-232
NOTES
i ifr,ir tr"" rrr" o*n designed for the wind loads generat€d by 8! mph winds at 25 ft abova ground level, using ' s.o pJ top cmo aead b;d and 5.0 psf bottom chord dead toad, loo_mlJrom hunicane ocaanline, on an
oilpu".V ""r"g".y
r, condition I enctosed buildlng, of ditr€nslons 45 ft by 24 ft with exposure C ASCE 7'93
p"i tigCSZANS:tSS fend verticals or cantilevers exist, they ar€ exposed to wind. lf porches sxist, they are nol
lioosed to wtno. Tho lumb€r DOL increass is 1.33, and the plate grip incrsass is 1'33
2) D;sign'load ls bas€d on 80.0 psf specifled roof sndr load. .3i Unbalanced snow toads hevs b€en @nsldsred for this design.
4i Overhang has b€en dosign for 2'00 tifi€s llve lo€d + dsad load'
5) Plovide ad€quate drainage to prsvent wal'gr ponding.
#nru
June 19,2003
Mll2O otates unless otherwis€ Indicated.
l--"" --- -.' .-"- -
A WARNING - Verily design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
De6lgn vslld lor u36 only wllh rIat connoclorE. Thl6 deslgn 18 barod only upon param6lsr8 ahown, end 16lor an Indlvldurl
bull<llng compononl to bo Instrllod aM loadod venlcally. Appllceblllty ol d$lgn p.r!n.t r| .nd prcprr IncoDordlon ol
componenl lt raspomlblllly ol bullding de3lgmr - not trui8 d€llgnar. Blsolng rhown 18 tor lalonl Bupport ol Indlvldual
wob mombors only. Additloosl temporary braolng to hrure rlablllly durlno coflSitudlon 18 tha rolponslblllty ol tha aractor.
Aaldltlonal pormanont braclng ol lho ovorall atrucluro 16 lha rospooslbillty ol tha bulldlng daslgner Fo. gon€ril guldanca
rogadlng f.brlcallon, qualhy control, stonlo, dollvery, er€rcllan, |nd bl.cln!, conoull 06T{! Ou.llty 6t.nd.rd, OSB-
0l Br|clng Sprcltlcdlon, |nd HIB-91 Sandllng Inlhlhtlon ahd Braclng naoonnanalallon avallablo taom Truaa
Pl.t Inrtltut., 581 O'Onolrlo Drlv., I.dl.on, Wl !3710
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NOTES
7) This truss has been designed tor a io.o psf bottom chord livo lo€d nonconcunent with any other live loads per Tabls No' 16'8' UBC-97'
gi WAiN lNo, i.quirett bearing size at joint(s) 1 1 , 2 greater than inpul bearind sizs'
9) provide rnechanicat conneclion (by others) of truss to bearing ptate capauiJof withstanding 303 lb uplift atioint l l and 406 lb uplift at iolni 2'
LOADCASE(S) Standard
^.{\ wenlrlC - Verifl tlesign paraneters and READ NOTES ON THIS AND REyERSE SIDE BEFORE USE
Deslgn vslld lor use only wlth xIT.l connaclors. Thls do6l0n 18 ba86d only upon plramalors lhown, and 18lor aar Indlvldual
bulldlng componont to bo lnsl6lled end loedod v.nlc.lly. Appllcablllty ol deslgn pafamelgre .nd proror In@Doradon of
componsnt I! roaponslblllty of bulldlng dsslgnor - not huss do€lgnor. Bllcln! Shown 18 lor lalotal suppon ol hdlvldull
wgb metnbglr only. Addttlondl lemporary braclng lo Insuro alablllty durlng construcllon l! lhE rcspon8lblllty ol tho orootoa.
Addltlonal pgrmanont braclng otlha ovarall strucluro 16lhe rrsponslbllftt ol th6 bulldlng do8lonsr, For gonotalouldanc€
rsgardlng Lbflcltlon, quallty control, slorags, dallvory olootlon, rnd braclnO, con6ult OST'43 Ourllty Standard, DgB'
69 Braclng Spaclllcatlon, and HIB-01 l.ndllnC Inatallatlon and Braclng iaconnandallor avallsblo fiom Ttutl
Pl.la hdltut., 5!3 o'Onofrlo Orlv., Irdlron, Wl 5371e
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Job
M238OWEB
Taruss
H6
Truss Type
RooFrRro
aty Ply
1 loolnce (oprionat)
R9432935
s 0-o{russ,
fi4S 17-5"O 21-10-2 27-6-10
S.al6 . I :88.e
8x8 = 5x12 =
56
ll
l.l
t1 tl I i .el | | 'r'1
l"
-[
DEFL ln (loc)
Vert(LL) 4.43 't1'12
Vert(TL) {.56 11-12
HozCtL) 0.21 10
lsr LC LL Min udefl = 240
Vdefl
>999
>841
NE
SPACING 244
Plates Increass 1.00
Lumb€r Increass 1,00
ReD Stress lncr YES
cod6 u8c97/ANSl95
LOADING (pso
80.0
10.0
0.0
10.0
TCtL
TCDL
BCLL
BCOL
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
2 Rows at 1/3 Pts
PLATES
Mll20
Weight 2'15lb
4-14,7-12
2 X 6 SPF 2100F 1.8E 'Except'
$62X6SPF1650F1.5E
2 X 6 SPF 21OOF I.8E
2 X 4 WW Stud *Excepr
$14 2 X4 SPF 1650F 1.5E, 6-12 2X4 SPF 1650F l.5E
Left 2 X 8 SPF 1950F 1.78 S2'3'
Right 2X8 SPF 1950F 1.7E $2-3
Sheathed or 'l-9-2 oc Purlins.
Rigld celting directly applied or 1G0{ oc bracing.
I Row at midpt 6-14
BRACING
TOP CHORD
BOT CHORD
WEBS
REACTIONS (lt/siza) 1=3926/0{-3 (lnput G3+), 10=3926/0-6-3 (input SFFS)
MaxHoz 1=10(load case 5)
Max Uplilt 1=-305(load case 5)' 1o=-305(load cass 6)
FORCES (lb) - First Load Case OnlY
rop CHoRci 1-2=-772,2-3='tiss, *t='ttss, +5=-5928, 5'6=-5413, 6-7=-5920' 7-8=-71s5' 8-9=-74s6'
9-1O=-7723
BOT CHORD 1-15=8734,1+15=6484, ',13-14=5403' 12-13=903, 11'12=6185' 1G11=6735
wegs .L15=-174,4'1"t=2ig, +14=-',1443' 514=1088, 6-14=19, G12=1093'7-12='1457 '7'11=253'
8-11:171
NOTES
1-ir s truss tras Ue6n designed for the wind loads generatsd by 80 mph winds at 25 ft above ground leval' using
' i.<i-"i:t-i*.lr"c oeaO oid ano s.O psf bottom chord dead load, 100 ml fmm hunicane ocaanllne, on an
;;;;;i;6",y t, J"Jiiio" i"niro""o buitdtng, of dirnansions 45 ft by 24 ff with exposure c ASCE 7-93
o"i tigCSTlANSjeS fend v6rticals or canlitevers 6xis! they are exposed to wind. lf porches exlst' they ars not
!i"o-"J to
"inO.
ihe lumbgr DoL increase is 1.33' and tho ptate grip increase is 1'33
2) Ddsign load is bas€d on 80.0 psf specifled roof sno'/.load'.
3i Unbilanced snove loads have b€€n considersd tor this design'
4i Overhang has been deslgn for 2.00 tirnes live load + dead load'
5) Provide adequate dralnago to prsvent water ponding.
6i iffi fi;-td; b"€" oesidn€d ior a 1o.o psf 6ottom -ctDrd livo load non@nsrtrenl with any oth6r live loads per
#'q-.q
June 19.2003
Tabta No. 1&8, UBG97.
10 greater than input beating siza.
A-''-"--- -'.-"--tl VARNINA - verif)'design pordneters ard READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Do6lgn vatld loi uso only wlth ftak connaatoar. Thls daslgn lr brled only upon peraneteE 6hown, end 16 tor an Indlvldual
bulldlno compon€nt to b6 Inslalt€d snd loadod ve lcally. Appllcablllty ol d€rlgn psrsrh9lol8 and propir Incotporallon ot
cornpon€nt b rosponglblllty ot bulldlnO d6slrnor- nol truas deglonor. Eraclno ghown 16 for lat6ralsupporl ot Indlvldual
web mombors only. Addlllonal t€mporary balclng to Inlura steblllty during con ruc on 18lho ra6porulblllty ol lhe abclot
Addltlonal pomanont bracino ot tho ov€rell slructurs t6 tho rospon6lblllty of the bulldlng d68l9nsr Far gsnorgl guldanca
rcgardlng labrlcatlon, quallty control, 6torago, dollvsry, argctlon, and braolng. consull OSt{8 Ouallly Standard, DS8.
al Br|clng Sp.clllcrtlon, .nd HIB-01 H.ndllng In.l.llrllon .nd Br.cln! Facomm.nd.llon avallablo iiom Tru.r
Pl.t.In.lllut.! 56:t D'Onolrlo Drlvc, N.dl.on, Wl Sit e
= 3tr {.<m-r{
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PR = lag
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IOP CHORD
TOP CHORD
6 F 6 F = F P so : r sn I s,, N :-
T$>
se eiv # i:i ggi Efl g$; gg *fa $6f ;r;5 si5 +; i5; fri.,
iF 'Ei 1$ $19 sqi $3 BF+ F$ 3ei $Fg +* Ef,
dqF a iE$ ru o
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NOTES
ffiivUe mecrranicat connection (by others) of truss to bearing plate c€pable of withstanding 305 tb uplift al joint I and 305 lb uplift at Jolnt 1 0'
LOADCASE(S) Standard
A WARNING - Verifi design paraneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Doalgn velid lor u66 only whh lllTrl connsctors, Thls degign ls bag€d only |rpon pelenolars 3hown, and la lor an Indlvldual
bullding componant to ba Inrtall€d end loadod venlcally. Appllceblllty ol d6slgn prratn€ts|! and propat Incorporatlon ol
componont 18 r6sponslblllly of bulldlng dsslgnor - nol lruaa dodlgnor, Blaclng 6hown la for laloralsupporl ol Indlvldual
wsb membsra only. Addltlonal temporary bnclng to Insure llablllly du nO con6$ucdon la lhe ro8pon6lblllty ot ths sroctor.
Addltlonal p€rmananl braclng of lha overell 6iructuro l8 ths ro8ponalblllly ol th6 bulldlno do8lgnsr. Foa gananl Ouidance
r69ardlno tabrioellon, quality control, Btor8g., d€llvory, or€cllon, ,nd braclng, con.ull OSI-lg Ou.llly Sl.ndlrd, DSB.
69 Braclno Spaclllcatlon, and HIB-Il Hrndllng Inahllltlon and Brtclng Racomnahdatlon avallablo trom Trurr
Pl.l! lrrtltut , 583 o'onolrlo Drly., I.dl.on, wl 5371t
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TOP CHORD
TOP CHORD
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J n
33.7.7 28+13 1$g)19-7-9
4-10-1r 4-1011
Saale = l:72.9
-F
DEFL in (loc)
Vert(LL) 4.43 11-13
VertOL) -0.56 l1-13
Horz(TL) O.24 9
'lst LC LL Min Ydefl = 24O
Udsfl
>999
>835
nla
Plates lncreass 1.00
Lumbor Increas6 1.00
Rsp Stress Incr YES
Cod6 UBC97/ANS|95
LOADING
TCLL
TCDL
BCLL
BCDL
(psf)
80.0
10.0
0.0
10.0
PLATES
M 20
Mlt20H
Weighe 221 lb
LUMBER
TOPCHORD 2 X 6 SPF 1650F 1.5E
BOTCHORD 2 X 6 SPF 1650F 'I.5E
WEBS 2X4WwStud SLIDER Lefl2 X 6 SPF 1650F 1.5E$10-2'
Right 2 X I SPF 1950F l.7E $9€
BRACING
TOP CHORD
BOT CHORD
WEBS
Sheathed or 2-10-1 oc Pudins.
Rigid ceiling directly applied or 1G&0 oc bracing'
1 Ror, at midpl 3'13, +13, S11' 7nl
REACTIONS (lb/size) 1=3880/06-2 (input: c&8), 9=3880/04'l (input G$8)
MaxHoz 1=-g(toad casa 6)
Max Uplift 1--300(load case 5)' 9=-300(load case 6)
Max Grav 1=39'13(load case 2), 9=3880(load case 1)
FORCES (lb) - First Load Case OnlY
TOP CHORD 1-2=-7675,2-3=-7iAZ, +q='azs, c-5='57s2,
'6=-569',1,
6-7=€162' 7€=$9zA' 8'9--'7297
BOT CHORD Fa=6729,13-14=6537, 12-13=5955, 11-12=5955, 10-11=6328' 9'10=6291
WEBS2-14=-106,$14=236,3-t3=r085,+13=1209,113=-381'$11=493,6-11=1194'7-11='904'
7-10=68, 8-10=99
NOTES
I ) Thls truss has been designed for the \ind loads generaled by 80 mph winds at 25 ft above ground level' using
5.0 psf top chord dead lofd and 5.0 psf bott'm chord dead load, 1pq_mi.from hunicane oceanline, on an
occJpa'ci categort l, condition I eniJosed buitding, ol din'nsions 45 ft b./ 24 ft with sxposure C ASCE 7-93
p"r deCsznrus-tss ti end verlicals or cantilovers exlst, they ara exposed lo wind. tf porches exist' thoy are not
Lxoosed to wind. Th€ lumber DOL inctease is '1.33, and the plata grip incrBase is 1 33
2'
3)
4)
s)
0)
7)
Dasign load is based on 80.0 psf specifi€d roof snow load.
Unbalancad snow loads have b€en mnsidered fror this deslgn.
Overhang has bsen design for 2.00 times live load + dead load.
Provide ad€quats drainage to prevent waler ponding.
All plates are Mtl20 plates unle$ otherwise Indicated.
ftrli iruss tras Oeen designed for a 1O.O psf bottom chord livg load nonconq,nent with any othsr livs losds per
Table No. 16'8, UBC-97'
8) WARNING: R€qulred baaring siz€ at joint(s) 1, I greater than Input boaring slze'
#i.'iffi
a--'--'--- -"'-'-
A WARNING - Verifi,design porarneters snd READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
De6lgn va d lor usg only wllfi fTak connector6. Thl6 doslon 16 ba6od only upon param6loG shown, and lE tor m Indlvldual
bulldlng componont to bo inslallod and loaded vonlcally. Appllclblllty of d€8lgn paramotors lnd propor Incoryortllon ol
componont ls reBpon6lblllty ol bulldlng doalonor - noi lruss d68lgner. Braclng ahosm b tor hta6l rupporl ol Indlvlrtual
wob mombqrc only. Addlllonai lomporary br.clng to In8uro stablllty durlng consiruollon l! lhg rglponttblllty ol tha araclor.
Addltlonel pomansnt br€clno or lh6 ovorlll slruclure b tha tosponalblllty ol tho bulldlng dgslgnor. Fo. gonorol guldance
rooa.dlng lab catlon, quelity control, 6torag6, dollvary orocllon. and breclng, con8ult OST.88 Ouallty Slandrrd, oSE.
89 Brlclng Spc.ltlc.llon, .nd HlB.el Hrndllng In.t.ll.ilon .nd 8r.clh! F.com|n.nd.llon svsllab,o from ltu.r
Pht. In.tltul., 5!3 o'Onolrlo Drlv., tf.dl.on, Wl 53719
June 19,2003
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Job
M238OWEB
T russ
H7
Truss Type
RooFrRo
oty
I
Ply
'l
R9432936
s
NOTES
9) provide mechantcat conn€ction (by others) of truss to bearing plate capable of wthstanding 3OO lb uptift atjoint I and 300 lb uplifl atjoint 9'
LOADCASE(S) Standard
A A WARNINC - Verify design pordmeters ond READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
De6lgn vrlld loa u6o only wlth lillTal connaoloc. Thls doslgn b based only upon prl.nalel6 ahown, and Ir lor an Indlvldual
bulldlng compononl lo b. lmt ll6d and loadod v6rllcslly. Appllcrblllly ol dcsign pgrgm.lsG md prop.r lncorporatlon of
componont k (Esponslblllty ol buftdlng d.rign r - not truds d.6lgnor, grqclog .hown l! to. latqql gspFon ol hdlvftCs.l
w€b m€|nber3 only. addhlonal lemporary brlclng lo Insuro ltablllly dudng condflrcton la lht re3ponslblllty ol tfto oroctor.
Addlllonal po.trrrnsnl braclng ol lho overell 6tucluto 16 th6 fosponslblllty of th€ br.llld|ng doslgnor. For gan€ l guldenc6
ragrrdlng l6b callod, quallty control, stofs!€, dollvary eroclion, and braclng, concult OST-88 Ou.llly Sland.rd, DS8.
19 Eraclng Spaclflcatlon, and HIB-01 H.ndllng Inrblhtlon and Eaaclng Racomnandatlon avallablo hom truaa
Pl.l! Inrlllut . 583 o'Onotrlo Drlv.. X.dl.on, Wl5371E
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TOP CHORD
TOP CHORD
@ t" F 6 S : 6 P Po :'{ I S'' + ? l"
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Scal..l:70.2
8xE =4x4 =45 f7t-
I
l"
t9
hl pl
6xl2 --g 4x8
1x1o ll 4xA 2-
6xg '-
4x10 \\ 2
DEFL In (loc)
Vert(LL) 4.54 '13
VedffL) -0.67 13-14
Hotz(TL) 0.31 10
lst LC LL Min Vdefl = 240
Ydefl
>869
>692
nla
SPACING 2-GO
Plates Increase 1.00
Lunber Increase 1.00
Rep Strcss Incr YES
Cods UBC97/ANS|95
LOADING
TCLL
TCDL
BCLL
BCDL
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
(psf)
80.0
'10.0
0.0
10.0
PLATES
M 20
M 20H
weight: 239 lb
2 X 6 SPF 1650F 1.5E
2 X4 SPF 2100F 1.8E
2 X 4 WW Stud 'Except.
+14 2 X 4 SPF 1650F 1.5E, 7-12 2 X 4 SPF 1650F 1.sE
Left 1.5 X 1 1.88 LSL Truss Grade 5.S1'
Right '1.5 X 11.88 LSL Truss Grade 5'$3
Sheathed or 2-104 oc Purlins.
Rigid ceiling directly applied or 10'0{ oc bracing.
I Row at midpt 3'14' *'14' 6.12
BRACING
TOP CHORD
BOT CHORD
WEBS
REACTIONS (th/size) 1=3880/044 (input G&8), 10=3880/0'6-3 (input 0'3-8)
MaxHoz 1=-8(load casa 6)
Max Uplift 1=-298(load case 5)' 10='298(load case 6)
Max Grav 1=3978(load case 2), 10=3941(load cas8 3)
FORCES (lb) - First Load Case OnlY
ToP cHoRd 't-2.-7g72,2-g=-7ds3, 34=-6533, +5='6071, s6=-6623, e-7='5971' 7-8=$420' 8-9=-6728'
9-10=-6982
BOT CHORD 1-15=6366, 1+15=6559, 13''14=6621,12'13=6588, 11n2=6310' 10-11=5907
WEBS 2-15.i240, y15=-52' V't4=-716, 4'14=1410, $14=-961, $13=9' 6'13=104' 6-12=-1076'
7-12=1381 . 8-12=-524, &1 1 =-235, 91 1 =',14:l
NOTES
r iinis mss nas uean d.signed for the wind toads generat€d by go mph winds at 25 ft abov€ ground tavel, using ' s.o pst top cr,"ro o6ad t;d and 5.0 psf bottom chord dead load, ,loo_milrom hunicans ocaanline, on an
ocrifancy category r, condition I eni.losed ouitding, of dimansions 45 ft bJ 24 ft wllh_ exposure c AscE 7-93
p"iligCg'ZAtts'tsd f6nd verticals or canillevers sxisi, they aro exposed to wind' lf porches exist, they ars not
iiooseO io *ina. The lumber DOL incf,ease ls 1.33, and lhe plate grip inqease is 1'33
2) Design load is based on 80.0 psf specified toof snovr' load'
3i Unbalanced snow loads have been considered for this design'
4i Overhang has been design for 2.00 timss live load + dead load'
5) Povids adequate dralnag€ to prev€nt water ponding'
6i A[ plaiss are Mll20 plates unless othsnrYiso indlcated.
ii ff,i! t "-J". G"n'destgnad for a 1o.O psf bottom chord livs load nonconcunent with any other live loads per
##&
June 19,2003
L-'---'--.-"--A WARNING - verih design paraneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
D€slgn vdld foa u8a only wlth [fTak cdnn€ctorE. Thl! doslgn ls bassd only ut]on param€l€G shown, lrd ls toa an lndlvldusl
buildlno compononl to bo Inslallod end loadqd verucally. Appllcoblllty of drslgn ptr.ln!i..a and propor Incoeor.lion ol
componont 18 re8ponslblttty ol bullding doslonsr - not tru68 do6lgn6r- &aclng ohown 18 tor laloral Suppon ot Indlvldual
wob m€mborr only, Addltlonal irmporary baaclng lo Insura Etsblllly dudng con8truqtlon 19 lh9 r$ponslblllty ol ths orEcto..
Addltlonal perman€nl brlclng ol lh€ ovonll gtructuro le tho rsaponslblllty ot ths bulldino deslgnor. Fof O€nonl guldanct
rogeadlng lebrlcatlon, quallly contfol, storago, dsllvory, eroction, and breclng, con8ull OST-80 Quallly Strndrad, DSB-
l9 B.|cln! Sp.clflc.tlon, .nd HlB.gl H.ndllng In.l.ll.tlon .nd Br.clng R.comn.nd.llon .villablo lrom Trut.
Pl.t. In.tltul., tE3 D'Onotrlo Drlv., ll.dl.on. Wl53719
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M238OWEB
T russ
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NOTES
S) WARNING: Requirad bearing size at joint(s) l, 10 $eater than input beering siza'
gi proviae mechanjcat conneaion Fy;ih;rsi6f i."iro odrring plaie capable of withstanding 298 lb uplift at joint I and 298 lb uplifr at joinl 'l0"
LOADCASE(S) Standad
l.A WARNING - Verify design paraneters ard READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Do3lgn v6lid lor o8s only rlth llTal oonn€oton. Thls dodlon 16 brs6d only upon paramotaB 8hown, and ls for En lndlvidual
bulldlng oomponsnr to b6 In6tslled end loed€d v.nlcllly, Appllcsblllt ot dqslon paramoler! and prcpor Incoeorstlon ol
compononl k rosponalblllty ot bulldlng d€rlgnor - nol trur6 doslgnor. Bfaclno shoyvn lo lor lalaral 8uppod ol Indlvidual
wob nomb€6 only. Addltlonel tqmporary bracing to In6urs 6tablllty during conllructlon lr ths rsiponslblllty of the oroclor
Addillonal psmanent breclng ol lhe ovolall structuro ls thg rggponslblllty ol lhq bulldho doslgner. For goneral guidanco
rooardln! lebrlcallon, quallly contrcl, rtorage, dollvory, oroction, and br6cln0, condull OST{8 O||rllly Strndard, DSB.
tt B.rctng Spacltloatlon, and Bl8-81 Hrndllng Inatallrtlon .rd Braclng Pacomnandallon ryaiiabL trcan Tn ra
Pl.t. In.illut..583 0'Onotrlo Orlv., H.illron. Wl53719
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'lst LC LL Min Ydefl = 240
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a
SPAC|NG 2-0-O
Plates Increase 1.00
Lumber Increes€ '1,00
Rep Stress Incr YES
code uBc97/ANSl95
LOADING
TCLL
TCDL
BCLL
BCDL
(psO
80.0
10.0
0.0
10.0
PLATES
M 20
Weight: 12lb
Sheathed or 2+7 oc pudins, except end verllcals'
Rigid ceiling directly app'ied or 10{{ oc bracing.
LUMBER
TOP CHORD 2 X 6 SPF 1650F I.5E
BOTCHORO 2 X 4 SPF 1650F 1.5E
WEBS 2X4WWStud
REACTIONS (lb/size) 6=798/0-F8,3='80/Mechanical'4=lTiMechanlcal
Max Hoz 6=88(load casa 5)
Max Uplift 6=-165(load casa 3), 3=-80(load c€ss '1),4=-27(load case 5)
Max Grav 6=798(load cas€ 1), 3=50(load casa 3)' 4=35(load case 2)
FORCES (lb) - First Load Case OntY
TOP CHORO 24=-781, 1-2=136, 2'3=''139
BOTCHORD $6={,4-5=0
WEBS
BRACING
TOP CHORO
BOT CHORD
NOTES
t ) This truss has b€en designed for the wind loads gansrated by 80 mph winds at 25 ff above ground level, using
5.0 psf top chord dead b;d and 5.0 pst bottom chord d ,ad load, 1gg-mi.from hurdcane oceanlin€, on en
*,lp"nJy ot"gory l, mndition I enctosed bullding, of dimensions 45 tt by 24 .ft wiill91p"-Y" qlq3-E 1n^
2'
3)
4l
5)
6)
Der UBCaT/ANS]95 fand verticals or cantilevers exist, thsy are exposed to wind. lf porches axist' they are not
Lxoosed to wlnd. The lumber DOL inqeaso is 1.33, and the plate grip increase is 1'33
Deslon load ls bassd on 80.0 psf specitied rool snow load.
Ove;rang has besn design for 2.OO tirnes llve load + d€ad load.
This trus; has been designed for a '10.0 ps{ bottom chord livs load nonconcunent with any other live loads per
Table No. 16-8. UBC-97.
Refer to girde(s) for lruss to truss connectlons.
pm"iaa ilcfralrief
"onnectlon
(by others) of truss to beadng plato capable of withstanding |65lb uplitt at ioint
6, 80 lb uptift atjolnt 3 and 27 lb uplift at ioint 4.#ffi"R
A WARNING - ve rifr desisn parcmetert und READ NOTES ON THIS AND REVERSE SIDE BEF0RE USE
Dgslgn valld lo. use onty u,lth Sfl'k oonnoctors. lhl6 d$lCn lB bt8od oily upon palemebr! thown, and 16 for en Indlvldual
bulldlng compon.nt ro bo In.tell6d and load.d v6nb.[y. Appllceblllty of derlgn perafioter! md prcp.r Incomorrtlon ot
compononl ls r$ponrlblllty ol bllldlng d€rlgn€r- nol trus! d€slgn6r. Blaolne thown lt for lalorglsuppod ol IndlvlduEl
wab mamborc only. Addltonal lomporary b6cln! lo lnsur€ lrlablllly duing oon6tructjon 18 fia rosponglblllly ol tho aroctoa.
Addltlonal pormanent bllclno ot the overall ltnrctura la tha rasponslblllty ot lho bulldln! dollgnar. For ganalll guldancr
rogardlng fabrlcation, quallt conhol, sloraqe, dolivory. oroctlon, and braclng, conruft OST{I Ouallly Slandrtd, DSB-
89 Braclng Spaclllcrtlon, and HIB-01 Handllng Inatallatlon md Braolhg naoommandlllon avallablolrom lruar
Pl.lr Inrtltut , 583 o'Onolrlo Orlv!, Mrdl.on, Wlsttle
June 19,2003
LOADCASE(S) Standard
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DEFL in (loc) Udefl
Vert(LL) 0.00 6 >999
VertfiL) -0.06 1 >449
Hoz(TL) -0.00 3 n/a
lst LC LL Min l/defl : 240
SPACING 244
Plates lncrease 1.00
Lumber lncrease 1.00
Reo Stress lncr YES
CoOe UBC97/ANSI95
LOADING
TCLL
TCDL
BCLL
BCDL
(psf)
80.0
10.0
0.0
10.0
PLATES
Mlt20
Weight 12lb
shealhed or 2-O-7 oc purlins, except end vertic€ls.
Rigid ceiling directly applied or 104'0 oc bradng.
LUMBER
TOP CHORO 2X8SPF 1650F 1.5E
BOTCHORO 2 X 4 SPF ',1650F 1.5E
WEBS 2X4WWStud
REACTIONS (tb/size) 6=798/0-!8,3=-80/Mechanical,4=17lMechanical
Max Hoz 6=88(load case 5)
Max Uplift 6.-165(toad case 3),3=-Eo(load case 1)' 4=-t(load c€se 5)
Max Grav 6=79s(load case 1), 3=50(load cas€ 3), 4=35(load case 2)
FORCES (lb)' FiIst Load Case OnlY
TOPCHORD 2'6='781,1'2=136,2-3=J139
BOTCHORD s6={, +5=0
WEBS 2-5=0
BRACING
TOP CHORD
BOT CHORD
NOTES
1) This truss has been designsd for the wind loads generated by 80 mph winds at 25 ft above ground level' using ' 5.0 pst rop ctroro daad b;d and 5.0 psf bottom chord dead load, 1o.o-miJrom. huniS!"-9T?111";3i3i
^-oiii'lpi"ii *t"g"ry t, condition | €nctosed building, of dirnenslons 45 ff by 24 fl with exposure c AscE 7-93
pei tigCSTANStS6 rf end varticats or cantil6vers ;xist, lh€y ere exposed to wind' lf porches exist, they are not
bimseO to winO. Tho lumbor DOL increase is 1.33, and the plate gdp increase is 1'33
Design load is based on 80.0 psf specmsd roof snolr' load'
Ovefrang has been design for 2.OO timss liva load + dead load.
itris ms5 tras Ossn Oestaned for a 10.0 psf bottom chord liv€ load nonconcunent with any other live loads per
2)
3)
4)
Table No. 16-8, UBG97.
5) Refer to glrde(s) for truss lo truss connections.
Oi p."io" ,i"*"].'*l connection (by others) of truss to bsaring plai6 cspable of withstanding 165 lb uplift at ioint
6, 80 tb uplift at ioint 3 and 27 lb uplifl at Joint 4.
LOAIICASE{S) Standard
ffi{W
A WARNING - Ve rifl' design ptraneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Dodlgn valld tof u6a only wllh llIT.* conneclors. Thla do6lon lE basqd only upon prnmotsrs 5hown, rnd h for an Indlvldual
bulldlng compon€nl lo bs In8tallsd and loadad vartically. Appllcablllty of de6lgn panflolol8 8nd prcper Incoryoratlon ot
component b rorpoorlblllty ol bulldlng d€slgner - nol trus6 do6lgnar, Bllcino shown l! lor ldortl cu9port 0t Indlvlduql
wob ln€t|tber! only, Addidonal lemporary braclnC to In6ur€ stablllty durlng constructlon lr tha ralponaiblllly ol th6 oaoctor.
Addltlonal p€rmanenl b.rclng ofth€ ove|sll ltructura i3lh6 rosponslblllly of tho bullding doslgner For gsn€ral guldanca
r9oardlng tabdcatlon, quallty conrol, rloraoo. delivEry, €r€cllon, and bncing, conBult OSI{0 ou.llly Sl.nd..d, D68"
89 Brrclng Spaclllcrllon, and HIE-gl Handllng Inatall.tlon rnd Er.ch! Rlconnlndrllon avelleblolrom Trurt
P||t Indltu!..563 D'Onotrlo D.lv., *hdl.on, Wl53710
June 19.2003
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M238OWEB
Truss
J4
Truss Type
RooFrRUo
Qty
2
Ply
1 tu Once (optionar) ,r,,.
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s
Sel6 = 1:13.4
LOADING (psO
TCLL
TCDL
BCLL
BCDL
LUMBER
TOP CHORD 2X6 SPF 1650F I.5E
BOTCHORD 2 X 4 SPF 1650F 1.5E
WEBS 2X4WWStUd
WEBS 2-5=0
REACTfoNs (lb/size) 6=871n'*s,#226lMechanical,4=3TMechanical
Max Hotz 6=128(load cass 4)
Max Uplift 6=-136(load casa 3), 3='24(toad case 4)' 4=-s(load case 4)
Max Grav 6=871(load case 1), 3=226(load case 1),4=75(load caso 2)
FORCES (lb) - First Load Case OnlY
TOP CHORD 2€.434, 1-2=13t6' 2'3=-157
BOTCHORD 56=4, +5=0
DEFL in (loc)
Vert(LL) 0.01 5
VedFL) -0.05 I
Hoz(TL) 0.01 3
l st LC LL Min Udefl = 240
Udefl
>999
>553
da
sPAclNG 2-0-0
Plates lncreas€ 1.0O
Lumber Increas€ 1.0O
Reo Slress lncr YES
Cobe UBC97/ANS|95
GRIP
169/123
80.0
10.0
0.0
'10.0
BRACING
TOP CHORD
BOT CHORD
Weighl: 19 lb
Sheathed or /rc-7 oc purlins, except end vertlcals'
Rigid ceiling directly applied or 104'0 oc b|acing.
NOTES
iJJtrrs truss t a" ueen daslgned ior the wind toads generat€d by 80 mph Mnds at 25 ft abovs ground level, using
';:dFt"p;;;de,Jl;dands.opsf botomchordde€dload, lqo-Tiry["1fT^T11I13i3i".
;,ffi;;"Ji il;" ,, ii"ii[i" ii-"6"r"0 buitdins, of dirnensions 45 n by 24 n with exposure c AscE 7-e3
oei tiaCg'zANstsd rend v€rtlcals or cantitevsrs ;xist, thsy ar€ exposed to wind. tl porches 6xist, thoy are not
!i"o"Jio w"a. Tt'e lumb€r DOL increass is 1 33, end ths ptate grlp Inffease is 1'33
Desion load is based on 80.0 psf specjfied roof snov{ load'
Oveirang has been design for 2'00 $fi€s live load + dead load'
ir'ir i."i nii o""n oesiined for a 10.0 psf bottom chord live load nonconcunent with any other livo loads Par
2)
3)
4l
Table No. 1&8, UBC-97.
5) Refer to girde(s) tor truss to truss connec'tions'
Oi i'i"iO" ft.t'"].i*r connection (by others) ot truss to bearing plats capabls of withstanding 1 36 lb uplift at jolnt
6, 24 lb uplift at Jolnt 3 and 5 lb uplitt atjolnt 4'
LOADCASE(S) Standard
#ffim
lL WARNINC - Verify design paraneters ard READ NOTES ON THIS AND REyERSE SIDE BEFORE USE
D€slgn valld lor u6o only tvlth laffak connectors. Thl6 d€siqn lB besod only upon panm6le6 lhown, and b lor an Indlvldual
bullding component to b. In6tallod and loadod vodlcrlly, Appllcablllly ol d€.19n pErametors d prop€r Incgryor.tlon ol
componont b rssponslblllty ot bultding doslgnar - nol truss dorlonor. Braclng ahown l! for laleral 8upporl ol Indlvldual
wob m6mbor6 onty. Add onat temporary breclno to inrura stablllty du ng con6lrucilon 16 tho te6pondblllly ot tha eractor.
Addlllonrl pormaneol krclng ot tha ovgrall slrulturs lc th€ rgsponrlbllltt ol thq bulldln0 da8l9nor. Fo, g€nsral guldanco
rageidlng ldbrlcatlon. qustlly @ntrol. etoraoo, dollvory orcction, snd braolng. consuh OSI'I! Ouallly Stlnrtaid, D3B'
00 Br.cln! Spaclllo.tlon, and HlB4l Hrndllng tn.lallatlon lnd Brlclng Racommandatlon rvellablo kom T raa
Pl.t! In.tltut., 583 o'onolilo orly., lhdl.on, wl 5371e
June 19,2003
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Udefl
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>553
nla
SPAC|NG 2{-0
Plates lncrease 1.00
Lumber lncfease '1.00
Reo strsss IncI YES
C,ods UBC97/ANSI95
LOAI'ING (psf)
TCLL
TCDL
BCLL
BCDL
LUMBER
TOP CHORD 2X6 SPF I65OF 1.5E
BOT CHORD 2X4SPF 1650F 1.5E
WEBS 2X4WwStud
REACTIoNS (b/sfze) 6=871t}u8, kn6Mechanlcal, 4=37lMechantul
Max Hoz 6:1280oad case 4)
Max Uplift 6=-136(load cass 3), 3:-24(load cass 4), 4='5{oad case 4)
Max Grav 6=871(load case 1), 3=226(load caso 1),'l=7s(load case 2)
FORGES (lb) - First Load Case OnlY
TOPCHORD 2-6=€34,1-2=136,2'3=-1s7
BOT CHORD $6=4, +5=0
WEBS 2-5=O
NOTES
fJ-inis trss rt"" u.en dssigned for ih6 wind lg3ds gsnerated by 80 mph winds at 25 ft above gmund lav6l, using
's.opsftopchordd€adb;dands.0psfboitomchorddeadlo+'1ry-Ti.froln,lynlflg-Y11r'ltlll3i""
PLATES
M[m
Weighl 19 lb
sh€athed or 4-0-7 oc Durlins, except end verticals'
Rigid ceiling direc{y applied or lGoo oc bracing'
GRIP
169t123
BRACING
TOP CHORD
BOT CHORD
2'
3)
4)
5)
6)
;G;-d;;6;ry1,
"onoiiion
r eniro""a buitding, ot din€nsions 4s ft by 24 fr with exposure c ASCE 7-93
p.i tigCa'zAN{tsd r end verticals or cantilevers &ist, they are €xposed to wind. lf porches exist, they ar€ noi
liposeO to winO. Ths lumber DOL increase is 1.33, and the plai6 grip inctease is 1'33
Design load ls based on 80.0 pst specitied roof sno\', load.
Overhang has been design for 2.00 ilrnes livs load + dead load.
irti" r,rri traa l*n oesiined for a 10.0 psf bottom chotd livg load nonconcurant with any other live loads p€r
Table No. 16-8, UBG97.
Refer to girdg(s) for truss to truss connecllons.
p-uia" ftcflafnic"f -nneclion (by others) of truss to b€aring plate c€pable of withsianding I 36 lb uplift al ioint
6, 24 lb uplift at loint 3 and 5 lb upliff at jolnt 4.#:'#m
A WARNING . Ve rify design paranetcrs and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
De6lln valld for u!6 only wllh lllTal oonnoctors. Thle do8ion 16 baoed only upon paramdl€n drown, md b for rn Indlvldual
bulldlng comFononl to bo Inrtallod and loadod vedcelly. Appllclblllty ol drslgn param9l96 and prcpor Incorpo6uon ol
componsnt ts r€spomlblllly of bllldlng da8lgnar - not lrua8 deslgnor. Blaclno shown b tor latoral 6uppon ol Indlvldusl
web nenberr only, Addlllonal tEmporery bracing to Iniuro stablllty drfiln9 consaucflon i! lhs rotponrlblllty of lh€ argolor.
Addlllonal p€rmenonl bracing ofiho ovorall Btructuro 16 th€ farponslblllty ol tha bulldlng dsslonor For gonoral0uldonct
r6gardlno tab crtlon, quallly coolrol, itorag€, d6tiv6ry, sroctlon, and bracing. oonsufl OgI-88 Oulllty Slandard, OSg-
69 Braclng SFasltlcltlon, rnd HlB.gl H.ndllng Inatallrllon and tllclng Racomm.ndallon lvelleblo lrom Truar
Pl.tt ln.tltut .503 o'Onolrlo Dtlv.. .dl.on, wl $7le
June 19,2003
LOADCASE(SI Standard
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Job
M2380WEB
russ
J6
Truss Type
RooFrRto
Qry Ply
1
R9432942
loo lnce (oprlonat)
s
Saal8.l:17.7
LoADING (psf)
TCLL
TCDL
BCLL
BCDL
LUMBER
TOP CHORD 2X6SPF 1650F 1.5E
BOT CHORD 2X4SPF I65OF 1.5E
WEBS 2X4WWstud
WEBS
REACTIONS (lb/size) 6= 1 033/G$8, 3=445lMschanic€1, 4=s7lMschanical
Max Hoz 6=155(load case 4)
Mex Uplift 6=-138(load caso 3), 3=€7(load case 4)
uax Giav 6=to33iload case 1),3=445(load case 1),4=11s(load case 2)
FoRCES (lb) - First Load Case OnlY
TOP CHORD 2-6=-975, 1'2=138' 2"T12o
BOTCHORD s€=4,4-5=0
DEFL in (loc) udefl
Vert(LL) 0.06 4'5 >999
VertCIL) 4.12 +5 >565
HorzCrL) 0.04 3 n/a
lst LC LL Min Udefl = 2/O
Platas lnseass 1.00
Lumber lncrease 1.00
Rep Stress Incr YES
tue UBC97/ANS|95
80.0
10.0
0.0
10.0
PLATES
M 20
Weighg 25 lb
Sheathed or 6{{ oc purlins, except end verticals.
Rigid ceiling directly applied or 10+0 oc bracing'
BRACING
TOP CHORD
BOT CHORD
NOTES
ij-inrs truss r,as ueen designed tor the wind toads generafed by 8o mph winds at 25 fl above ground tevel, using ' S.O p"t t"p
"ir",U
Ueed loid and 5.0 psf bottom chord dead toad, lqg_mi.fmm hunicane oceanline' on an
occrlpancy category l, condition I enc.losed building, of dimensions 45 tt bv 24 ft with 9y".t!f 9l:9-!.1--'g-1-
2)
3)
4'
ilUfidsilAN-s'tri f eno verticats or cantitgvers ;xist, they ars expos€d to wind. lf porches exist, they aro not
!ioo""a to *inO. The lumber DOL inffeass is 1.33, and the plate grip Increass is 1 33
Dedgn load is bas€d on 80'0 ps-f specifled roof snow load.
Oveirano has been design for 2.OO tlmes ltue load + dead load.
ini. irG n"i u""" oesi;nsd for a 10.0 psf bottom chord live load nonconcursnt with sny othar live loads per
Table No. l&8. UBG97.
5) Refer to girds(s) for truss to lruss conneclions'
Oi p."lO. ,i*t
"].iot
conn€ciion (by others) of lruss to b€aring plato capable of withstanding 138 lb uplift at Jolnt
6 and 67 lb uPllfl at ioint 3.
LOAD CASE(S) Siandard
#lh&
, WARNING . Verif,l d.esign pnraneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
De6lgn valld lor uso only vllh llf|'* oonnoctors. Thlo dsrlgn Ir ba6ed only upon peramoto.s ohorn, a.d lE toi an Indlvldual
bulldlng componont to bo In6lallad and loaded venlcally. Appllcrblllv ol dealqn prram6lel3 and Foper Incoeofadon ol
componsnt l! r€aponllblllly ol bolldln0 dotlgnor - nol ku8r dallgrcr. Braclng rhown l! lor lslerol supporl 0l indlvidurl
wab memb€rr only. Addlllonal temporary braclno to Insure slablllly durlno conslrucllon l! lho ro8ponslblllly ol lho oroctor.
Addltlonal pomanont braclno of tho ov€rall structuro ls the respomlblllty ol th6 bulldlng da8lgnar, For !€nahl guldanca
rogardlng labdcallon, qulllty conlrol, slorage, d€llvery, erecilon, end br.Elng, €on8ult OST{I qu.llly st.ndrtd, DSg.
89 Br.clne Spaclllcallon, rnd HIB-e1 Handlln! Inatrllatlon and B.aclng naoommandatlon svallablo hom Truaa
Pl!t. In.lltul., 5!3 o'Onofrlo Drlv., $.dl.on, WlsgTte
Jun€ 19,2003
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DEFL in (loc) Udefl
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HorzCfL) 0.04 3 rva
'lst LC LL Min udei = 240
SPACING
Platss Increase
Lumber Increase
R€p Stress Incr
2{-0
1.00
1.00
YES
code uBc97/ANSl95
LOADING
TCLL
TCDL
BCLL
BCDL
(ps0
80.0
10.0
0.0
10.0
PLATES
M 20
WeighI 25 lb
Sheath€d or s0{ oc pudins, excspl end verticals.
Rigid ceiling direcrtly applied or 1Gtro oc bracing.
LUMBER
TOPCHORD 2 X 6 SPF 1650F 1'5E
BOTCHORD 2X4 SPF 1650Fl.sE
WEBS zX4WWStud
WEBS
BRACING
TOP CHORD
BOT CHORD
REACTIONS (fb/size) 6=103vtr$8' 3=rt4tM*Aanicail, Es7ll:rledr.anical
Max Horz 6= 1ss(load cas€ 4)
Max Uplift 6='138(load casB 3)' s=€7(load case 4). ..
Max G;av 6=1o33iload case 1), 3=445(load case 1),4:11s(load case 2)
FORCES (tb) - First Load Case OnlY
TOP CHORD 2-6=-975, 1-2=1!q 24='t2O
BOTCHORD 5.6=4,4-5=0
N OTES
I ifnt" t-ss tras Ue6n designed for the wind toads generated by 80 mph winds at 25 ft above ground level' using
' ;:o;;f io-j;"'d ;;ad 1o;11and 5.0 psf bottom chord d6€d toad, loo-miJmm hu;ricano ocaanline' on an
;6;;;i;i,t"'y I,condition len;osed buildins, of dimensio* 45lqIi4Iytl::S:f^9i:,"^1.1-:t-"
2'
3)
4)
;ift6'?/ANl"td r
"no
u"Jca6 or cantitavers aist, they are sxposed to wind. lf porches exist' they are not
!i*-Jio rninO. The lumber DOL incr€asa is l.33, and the plate grip inctease is 1 33
D€sion load is bas€d on 80.0 psf specifled roof sncnfl load'
Ovefrang has been design fot 2OO titnes live load + dsad load'
irti" r-"i rr"a U""n oesigned for a '10.0 psf bottom chord livo load noncongJnent wlth any other live loads p€r
Table No. 16-8, UBC-97.
5) Refer to girde(s) for lruss to truss connectlons.
6i'il;id;;;";i*tconnecrion(byothe;)oltrus$tobsatingplat6capebleofwithstandingl3Slbupliftatloint
6 and 67 lb uplift at jolnt 3.
LOAD CASE(S) Siandard
##,m
I weANtnO - Verify design ptrraneters and READ NOTES ON THIS AND REZERSE SIDE BEFORE IJSE
Da3lOn vs d foru6o onty wlth l|ffat connoctors. Thig d6slgn lr bos6d only upon pa6motor6 3hown, End b lor !n Indlvldual
bulldlng componont to b€ Inrtallod and loadod venlcally. Appllclblllly of de8lon puanot€rs and propd Inconoradon ol
compon€nt ls rosponslbillty of bulldlng dorloner - nol ku33 dadgn€r. Brlclng rhown 18 lor lalaral lufrpon ot Indlvldud
wab m6mb6r6 onty. Additlonsl tomporary blsclng to insuro 8tablllly durlno oondruclon ll lha rasponGlbmty of ltra aroclor.
Addltlonal pafmanonl bracing ol tho ov€rsll slructuro 16 tho ro6ponllblllty ol lha bulldlng de6lgnof, For gsnoral guidanoo
tegardlng labrloatlon, qualily control, slorrgo, alallvary arocllon, thd brsclng, consult OST.SO Qualny glandard' OSE.
0e Balclng g!'acltlcrtlon, and Hl8-91 H.ndllnl Inrtalldlon .nd Bl.clng Faconmandrllon rvallrbla hom Lurt
Pht. lhrtltut., 589 o'Onofrlo Orlv., U.dl.on, Wl 53710
June 19,2003
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rE
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LOADING
TCLL
TCOL
BCLL
BCDL
(psf)
80.0
10.0
0.0
10.0
PLATES
M[20
Weight 25 lb
Sheathed or 64{ oc purllns, excapt end verticals'
Rlgid ceiling diteclly applied or 1trGO oc bracing'
LUMBER
TOP CHORD 2X6sPF 1650F 1.5E
BOT CHORD 2 X4 sPF 1650F 1.5E
WEBS 2X4WWSTUd
BRACING
TOP CHORD
BOT CHORD
REACTIONS (b/size) 7=1015/0-$8, 3=445/Mechanical' 4=40/M€chanical' 5=15Y0'$8
Max Hoz 7=155(load cass 4)
rr,l|ax uplift z='136(oa'di; i), g=-67(toad casa +)' 4=-160(load case 2)' 5=-16(oad cass4)
Max crav 7=1015(til-oE!-"ii, i=ndtroio ca." ii, +za(uad case 4), 5=311(load cass 2)
FORCES (lb) - First Load Case OnlY
TOP CHORD 2'7='975, 1'2=13t6' 2'3!t20
BOT CHORD 6-7=-0, sF6=0' +5=0
WEBS
NOTES iiinllm." r,". u"en desisned for the wlnd loads sen-eraled bv-90,TtlY*:",1'?.i::P:".9:::ol:"^"1 *ltn - - 'f
oonom ciorO aead load' 100 mifrom hufiicane oceanlino' on an
5.0 psf top chord dsad load and 5.0 pr ,! a a.,,, .r x;fh 6vmcrrra c ARCF i #,|il"d;;il;fi], J""or[i,ii i.-"J6l"o Li,iroine, or qig'ensroT.lllgy:i.l$::f:::"-:3:::"i-f
ff.iftE?,X'i3#
'i
Jiiilj,tilr!'iiLiiri""*-"!i"t, !ry1 ry^ryS^:?:lll rr porches e\ist' thev ers not
DEFL In (loc) Udefl
Verl(LL) 0.02 6 >999
Vert(TL) 0.05 1 >528
HozCtL) 0.01 3 rYa
13r LC LL Min Udell = 240
Plates Incr€ass 1.00
Lumb€r Increaso 1.00
Reo Stre$ Incr YES
Cod6 UBC97/ANS|95
2',)
3)
4)
s)
6)
;;;#ffi:"il;l;il;-Dol i""*"ss ls 1'33' and th; phte stip increase is 1'33
Desion load is bassd on 80.0 pst specified roof snot'\t load'
Oveiiang has been aesign for 2.OO tirnes llve load + dead load'
it is trusi tras Oeen Oesigned for a fO.6-pJt Uottom crrorO live load nonconcunent with any other llve loads per
Tebls No. 1&8. UBC-97.
Refer to girder(s) for truss to truss connections'
provide m€chanical connection 1oy o6re-ij ;iruss to beadng plats c€pable of withstending 1 36 lb uplifr at joint
7, 67 lb uplitt atjoint 3' 160 lb uplift atioint 4 and 16 lb uplift atjoint 5'#s'R
$ We,nWtnC - Verifi. design paraneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Daslgn va d tor u6o onty wtth lllLl connocton. Thls d€3lOn l! brsad only upon pErangtrrs showt. and ls lor an Indlvldual
bllldlng componanl to br Inslallod and losd€d v€rtlcslly. Applloablllty ol dostgn pa6m6t96 and propgr Incolpora on of
compononl is rgEponslbilty ot butldlng doslonor - not tru6e de6l0oo.. Bnclno thoin la lof letanl ruppon of lndlvlduEl
wab mombers only. Addt onet trmporery braclng to Inrure 3tablllty duino conltucdon ls lh€ r6sponElblllty ol tho srsotor.
AddttlonEl parnsnont braclng of thr ovsrall skucluro lB tho rosponllb ty ot tho bulldloo doalgnor. For gonoral ouidanca
regardlng ldbrlcrllon. quellty conkol, storage, dsllvgry, 6r€c on, and braclrg, con6ult O8l{8 Ourllly St.nd.d' DSB'
19 Bl|clhg gpaclflcatlon, and HIB-01 Handllng Inthll.llon and Bnclng Raconnandallon svglllbl6 fiom Tru.!
Plrt! In.tllut , 583 D'Onolrlo Otlvr, ll.dlton, lrrl 53719
June 19,2003
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DEFL In (loc) Udell
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Verl(TL) 4.38 5 >24
HorzCfL) 0.08 3 a
lsi LC LL Min Vdefl = 240
Plates Increase 1'00
Lumber lnctease '1.00
Rep Stress Incr YES
code uBcsT/ANSlgs
LOADING (ps0
TCLL 80.0 TCDL 10.0 BCLL O.O BCDL r0.0
PLATES
M[20
Weighl: 32 lb
Sheathed or 4-1G14 oc pudins, except end verllcals.
Rigld cailing directly applied or 104{ oc bracing.
LUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
80T cHoRD 2 X 4 SPF 1650F 1.5E
WEBS 2X4WWStud
REACNO S
FORCES (lb) - First Load Casa OnlY
ToPCHORD 2-6=-1'129,'t'2='136,2'3=174
BOT CHORD 5-6=4,4-5=0
WEBS
(lb/size) s=12osn-+8, Y,UlMechadcal, 4=76'lMechanical
Max Hotz 6=18o(load case 4)
Max Uplitl 6=n45(losd case 4), 3='102(load case 4)
Max Giav 6=1205(load caso 1),3=634(load case 1),4='1s3(load case 2)
BRAGING
TOP CHORD
BOT CHORD
NOTES 't-1-itl]
truss tras Oeen destgned for the wind loads generated by 80 mph wlnds al 25 ft abovs grcund lavel, using
' s.o psr rop cloio oead b;d and 5.0 psf bottom chord dead load, 1gg_ml.from hunican€ oceanlins, on an
occipanci category r, condition I en;bssd buildlng, of dimensions 45 ft bf 24 fl with 9l?-o:llP^9119: 1--'g^3-^
p", deCSZfnruSiSS ti end verlicals or cantilevers exist, they sre sxposed to wind. tf porche. exlst, thsy are not
expos€d to wind. Tho lumber DOL inctsass is '1.33, and the plate grip Increass is 1 33
Design load is bas6d on 80.0 psf specified roof snow load.
Overhang has been design for 2.00 tinres live load + dead load.
16r" tt""i rt"" G"" ossilned for a 10.0 pst bottom chord live load nonconcutrent wilh sny other llve loads per
2l
3)
4')
Tabl€ No. '16-8, UBG97.
5) Reter to girder(s) tor truss to truss @nnecrtions.
Oi provfOe iecfrdnicat conneclion (by others) of truss to beating plate c€pable ot withstanding 145 lb upln at joint
6 and 102 tb uplift at joint 3.
LOADCASE(S) Standard
#''W
eili$s L tL WARNINA - ve rif) design pqra elers snd READ NOTES ON THIS AND REVERSE SIDE BEFORE UsE
D6llgn valld lor useonly w[h m|Tlk oonnsctors. Thl6 da8lgn 16 bEs€d only upon paGnstgrs rhown, End 16 toran Indlvldt/al
bulldlng conpohent to bo In6tall6d end loadad verllcally, AppllcEblllty ot doslgn palalnoterB and proper Inconol.llon of
componant i! rclponslblllty ol bulldlng deslgner - nol iru!6 designer BraclnC shown 18 lor htaral support ol Indlvldual
wob mamboo onty. A(btttonat t€mporary braotng lo ln8ur6 Btiblllly dudrB conrlructlon l! tho ro8ponddllly ol lho orector
Addltlonal permqnonl braclng ot th6 ovarall atructur! b th€ rgsponsiblllly ol tha bulldlng d68lgn€r. For gane€l guldanc€
regardlng labdcstlon, quallty oonlrol, storago, doliv€ry oroctlon, and baclng, con3uh OS1.88 Ourllly St.nd.td' D6B.
ll Brlclng Spacltlcltlon, rnd HIB-01 Handllng Inatallallon lnd Eraclng Racomhlndallon avallable kom T.uaa
Pl.t. In.lllul., 583 D'Onorrlo Drlv., !dl.on, Wl53710
June 19,2003
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>810
nla
PLATES GRIP
Mf l20 1691123
M 20H 148,/108
Weighl: 229 lb
LOADING (psO
TCLL 80.0
TCDL 10.0
BCLL O.O
BCDL 10.0
sPActNG 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Reo Stress Incr YES
CoOe UBC97/ANS|95
csl
TC
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WB
(Matrix)
4.57
0.92
0.95
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
BRACING
TOP CHORO
BOT CHORD
WEBS
2 X 6 SPF 1650F 1.5E
2X6SPF 165OF 1.5E
2 X 4 WW Stud 'Except.
7-152X4SPF 1650F 1.5E
Left 2 X 6 SPF 1650F 1.5E S-5,
Right2X6 SPF 165OF 1.5ES5
Sheathed or 2-10-2 oc Puriins.
Rigid ceiling dkeclly applisd or 10'0'0 oc bracing.
I Row at midPt
2 Rows at l/3 pts
,t'16, 10-14
6-1s, 8-15
REACTIONS 0b/size) 2=4295/06-15 (input 0-5-8), 12=391706-2 (inPut 0-$8)
Max Hoz 2=17(load case 5)
Max Uplift 2=-407(load case 5), 12=-304(load case 6)
Max Gr?ry 2=M27lload case 2), 12=3917(load case 1)
FORCES (lb) - First Load Case Onll
TOP CHORD 1-2=15,2-v-7665:34='U 1, +5=-6638, S6=€475, 6'7=-5327, ru-5327' 8-9=€466'
9-10=4659, 1A'1 1='7361' 1 1 -12='7721
BOT CHORD 2-17=6644,16-17=6639' 15'16=5827, l4-15=5842, 1$'14=6680' l2'13=6756
WeeS ?Jt7=5g, +17=65,4'16=-974, &16=936' 6-15=n563' 7'15=2647' 8'15=-1586' 8-14=961'
10-14=n007' 10'13'13s' 11-13=5
NOTES
1l This truss has been designed for the wlnd loads g€nerated w 80 mph winds at 25 ft above gound l€vel, using
' s.o pirtop ar,oro oead b;d and 5.0 pst bottom chord dead load, loo_mi.tnom hunicane oceanlin€, on an
occ,.rpanci, category t, condition I enilosed building' o, dimensions 45 ft bJ 24 fl with expo€ut€ C ASCE 7'93
p"i tigCgTleHdlgd tf end yerticals or c€ntilevers exlst, they are exposod to wind. lf porches 6xist' they are not
Lxoosed to wind. The lumber DOL increase is 1 .33, and the plate grip increass is I '33
2) oesign load is based on 8o.O psf specified loof snol,v load.
3) Unbalanced snow loads havs b€en considered for this design.
+j Overtrang has been design for 2.00 timos livs load + deed load.
5) All plat€s are Mll20 plates unlass othotwise indicatad.
oi rrri" tru*s tr"s ueen d$lgned for a 1o.o psf bottom chord live load nonconcunent with sny oiher llve loads per
#frTffi
June 19,2003
a--------'-"--A WARNING - verih design paraneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Da8lgn valld lor u5e only whh LllTak clnn€cton. This dsslgn 18 bagod only upon paramglers 5hown, end i6lor en Indlvidurl
bllldlng compon€nl lo bs lnstall€d rnd loadgd v€rtically. Appllcablllly ol doslgn lerdmolall lnC prop€r Inconol.llon ol
conporerf ta re6porsjbrlty ot bullding dadonar -nol lrut6 daslgnar. Blaclng thown l! tor lal€lalsuppod ol Indlvlduol
wob mambara only. Additlonal Lnpora|y bracing to Inlurc atablllly durlng conatrucllon l! lho ro8ponllblllly ol lhr araclor.
Addltlontl paamanont braclng ol the ovolall slrucluro lr tho rsspon8lblllty ot lhe buildlng da3lgngr. For larsrtl guldrncr
.6Oarclln0 labdcatlon, quality contol, itorego, dellvary aractlon, and blaclng, conrull OST.ll Ouallty 8land6fd, 098-
89 Brrclng Sp.clllcllon, rnd Hl8-9t H.ndllng Inlhlhllon rnd Bt.oht F.oomm.nd.llon avallablo hom Tru|r
Pld. In.tltulc, 583 D'Onolrlo Drlv!,l||dlron, W|53719
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M2380WEB
T russ
T1
-Truss
Typa
RooFrRusf
aty
4
Ply
1
R9432946
tonl(optionat)
s
NOTES
iiwenruf r,,re , Required bearing size at ioint(s) 2, 'l 2 greater than input beadno size'
8t provide mechanicat mnnect'on (oy oihers) i* irusito Oearing plaie capautJof withstanding '107 lb uplllt at ilint 2 and 304 lb uplift at ioint 12'
LOAD CASE(S) Slandard
a WARNINC . Verifi'design paratneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Doslon valld loa u66 only wi$ f|Tak connocloG. Thls dasign l8 basod ooly upon paramotsls 6hown, and lt lor en Indlvldull
bulldldg componantto b6lrulellod and loadod vorllcelly, Appllcrbllhy ot deslgn palamet€a8 8nd prop€r IncorporEtlon ot
componsnt l! rclponrlblllly ot bullding delllnsr- nol truss d6signer. Braclng shown i8 tor laloralrupport ol Indlvldurl
w€b memborc only. AcldltlomllempoBry braclng to lmur6 Blablllly durlng conslrudlon la the r€6ponelblllty ot lhe areclor.
Addlllonal pomrnant brrcing ol iha ovarall 6tmctrrra is iha rGpondblllty o, tha buildlDg do9l0n9r. For ggngrgl grrldanco
rggardlng tab cation, quEllty control, storsgg, d€livory €roclion, and braclng. consult O5T-ll Ouallfy Stlndltd, DSg.
l9 Enclng Sprcltlartlon, rnd HlB.gl Handlln! Inatallallon rnd Brlclng Raaomm.ndallon avallablo ftom Trual
Plrl.Inltltuta, 583 D'Onolrlo Drlva, H.dlaon, Wl53719
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Job
M238OWEB
Fruss
T1A
Trussfype I
RooFrRust
Qty
3
t'ty
1
R9432947
lou nI (optional)
a 0-o-0
, s-r+ , e-rra , 1,0+-g , 1$7-9 I 24-ts 1 2s+9 | s-1-10 | 3s-2
|
s-r* 4-r0-o 4-to4 4'10{ 4-10{ 4-10-0 4'104 sl€
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E
1
LOADING (ps0
TCLL 80.0 TCDL 10.0 gCLL 0.0 BCDL 10.0
SPACING 244
Plates Increase 1.00
Lumbsr Increase 1.00
Rep stress Incr YES
code UBG97/ANS|95
csl
BC
WB
(Matrix)
o.54
0.92
0.95
DEFL in (loc) Udefl
Vert(LL) -0.46 1$14 >999
Vert(TL) -0.18 13-14 >806
Hoz(TL) 0.25 11 a
l st LC LL Min Udefl = 240
PLATES GRIP
M 2o 169/123
M 20H 1,18/108
Weight 226 lb
LUMBER
TOP CHORD
BOT CHORD
wEES
SLIDER
BRACING
TOP CHORD
BOT CHORD
WEBS
2 X 6 SPF 1650F 1.5E
2 X 6 SPF 1650F 1.5E
2 X 4 WW Stud 'Except'
6-142X4SPF 1650F 1.5E
Lefl 2 X 6 SPF 1650F 1.5E S'5'
Risht 2 X 6 SPF 1650F 1.5E 5+5
Sheathed or 210-1 oc Purlins.
Rigld ceiling direclly applied or 1044 oc braclng.
I Row at midDt $15, 9'13
2 Ror/s at 1/3 Pts 5-14,7-14
REACTIONS (lb/size) 1=3926/0&3 (inpul O'$8), 11=3926/0-6'3 (input: GS8)
Max Hotz 1=1l(load case 5)
Max Uplift 1=-3o60oad case 5), 11=-306(load case 6)
FoRCES (lb) - First Load Case OnlY
iop cnonrj 't-2=-7741,2-s=-zdgt ' g+=-ooaz, +-s=6489, $6-5351, 6'7='5351, 74=6489' 8-9=4682'
9l 0=-738 1, I Q-l'l ='77 41
BOT CHORD 1-16=6774, 1&16=6700' 14-15=5863, 13'14=5863, 12-13=6700' 11-12=6774
wLes 2-16=8, $i6=132, a'15=-1006' $15=960 , *14='1584, 6'14=2664' 7-14='1584' 7-13=960'
9-1 3='1006' 9-12=132, 1G'12=8
NOTES
i1-inii t,u." r,"" u"en designed for the wind toads generat.d by 80 mph winds at 25 ft abore ground level, using
' S.o pJ op
"tt"tO
Oaad loid and 5.0 psf bottom chord daad load, 'lgo-miJrom hunicane o."anline' on an
o*lpa"irl *t"g"rv t, condition t en6bsed building, of dirnensions ,15 ft by 24 ft with e,\posutE c AscE 7-93
oe|' UgCgTfeNdlsd f Bnd v€rlicals or cantilevers exlst, they are oxposed lo wind' lf porches exisl, they ars not
!i*""0 t" "i"0.-fi'e
lumber oOL increass is 1.33, and tha ptats grip increas€ is 1'33
2) Design load ls based on 80.0 psl specified roof snow load.
3t Unbilanced sno^l loads hava been considered for this deslgn'
4i Overhang has been design for 2.00 tin€s live load + dead load'
5i Att ptateJare t"tttZo plates untess otheMlsa indicated.
Oi ini! trr-.s frij G"'rleslgned for a t0.0 psf bottom chord live load non@ncunent with any other liva loads per
#"}ffiffi
June 19,2003
Tabls No. 16-8. UBG97.
1, II groator than Inpul b€aring Eize.
a--A WARNING - ve rih' desi|n paranercrs snd READ NOTES ON THIS AND REyERSE SIDE BEFORE USE
D6eign valld tor ulo only wlth tllLk connrctors. Thls doslgn i3 be56d only opon paramotof6 6hown, and 18 lor an Indlvldual
bt lldlng componenl lo bo inrtalled and loadsd v€rtically. AppllcEblllly ot doalgn pafamstol3 and pfopaf Incoryolellon ol
componanl b lo6ponslbltlry ot bullding ds3lgno. - not tru83 deelon6r. 8lacln0 showo is lor lrlor6l ruppod ol lndlvldual
wob mombolr only. Addltlonal tohponry blsclng to insuro stabillty dudno conctructlon i8 the rosponslblllly of lhe Irocto.
Addltlonal pemenont braoing ol lh6 ovolall Btructuro ls th6 rggponslblllty ol tha bulldlng da5lgn6r. For 06neral luldanca
rogsrdlng labrlcrtlon, quality conlrol, 8lolaga, dallvory, 6rection, and braclnq. oonsult OEI-IE Oulllty 6hndard, DSB-
89 Er.clng lp.clfk.tlon, rnd Hl3"g1 H.ndlln! Inrldl.llon .nd 6r.clng naconnr||d.tlon avallsblo lrom Ttu..
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TOP CHORD
TOP CHORD
6 F ,6 F = F )o so :'' tr s^ | P N - T$>
$i EEi [3 iAF gEi FE ffii ig Ffr EFf FF;r s;$ +: isF .ii
";3 Hig li 69€ eie i+ Eti *r es: e** *3 ;+ iq$ e 1q€ la o i$ €* Fa age e;r Ea c6g qs [q; A;g i6 c; rd: 3 at.t de i;
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aa
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=
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@ -o
A
I t!o
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NOTES
B) provide mechantcat connection (by others) of truss to bearing plata capeble of withstanding 306 lb uplift at ioint 1 and 300 lb uplift at joint 1 I '
LOADCASE(S) Standard
I WanfVlruC - Ve rify desigu paranteters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
De6lgn valid lor us6 only yvith MlTak connectors, Thig d€919n ls bas6d only upon pa6m6lors 3hown, and lalorrn Indlvltlull
bullding componant to b€ Inst6tl€d and toadod vonically. Appllcablllly ol do6lgn perah6te6 md prop€r Incoryorrllon ol
component le rosponslblllty ot bultdtng doslonor - not lru$ de3lonor. Bfaclhg rhown l9 lor lal3lal lupport 0l Indlvldual
w9b m€mb6r! only. Addltional tomporrry braclng lo lnsurs gtablllty durlng con8trucllon Ir lhe r68ponslblllty ol lhe 6reclor.
Addltlonal psman6nl bracing ol th6 ovs.att gkucturo ls lh€ recponslblllty ol th€ bullding d€llgnoa. For g€nsral guldanc€
regardlng labrlcatlon, quallry conlrol, 6tora9a, dollvory, arocllon, md braclng, Eonrult OST.U ourllty Standard, DBB.
89 B.aclng Sp.clflcrllon, and HlB.9l Handllng lnrlllllllon lnd 6r!oln9 Facomhandstlon svSllablo Lom tru.a
Plrt. Inrlllut., 583 D'Onofrlo Drlv., llrdl.on, wl53719
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TOP CHORD
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=$
Job
M2380WEB
T russ Trus.Type r
RooFrRus|l
ury
1
Pty
I
R9432948
.ru Rlce (optionat)
s 0{{
a.so F
.el .i
LOADTNG (psO
TCLL 80.0 TCDL 10.0 BCLL O.O BCDL 10.0
SPAC|NG 2{-0
Ptales lncrease 1.00
Lumber lncrease 1.00
Rep Stress Incr YES
Code UBC97/ANS|95
csl TC 0.57 BC 0.92 wB 0.9s
(Mattix)
DEFL in (loc)
Vert(LL) 4.,18 1$16
Vert(TL) 4.58 1$to
Hoz(TL) 0.24 'l1
1st LC LL Min Udefl = 240
Vdafl
>999
>810
n/a
PLATES GRIP
M 2O 169/123
Mlt2oH 148/108
Weight: 229 lb
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
2 X 6 SPF 1850F 1.5E
'2X6SPF16s0F',l.sE
2 X 4 WW Slud tExcePt'
6-15 2 X4 SPF 1650F 1.5E
Left 2 X 6 SPF 165oF 1.5E ffi-s,
Right 2 X 6 SPF 165OF 1.5E &6-5'
BRACING
TOP CHORD
BOT CHORD
WEBS '| Row at midpt
2 Ro$rs at 1/3 pis
$16,9-14
$15,7-15
sheathed or 2-1 &2 oc Purlins.
Rigid ceiting ditectly applied or 104{ 0c bracing'
REACTIONS (lb/size) 1=3917/0-6-2 (input 0-5-8), 1'l =4295/06-15 (input: 0-5-8)
Max Horz 1=-17(load case 6)
Max UDlift 1=-304(toad case 5)' 11=-407(load case 6)
Max Grav 1=3s17(load case 1), 'l l =4427(load case 3)
FORCES (lb) - First Load Case OnlY
roF cnonri 1-2=-7721,2-3=-7i61, 34=€660, 4-5=6466, 56=-5327, 6'7=-5327 ,7-8=447 s, 8-9=€638'
$10=-7271, 1 0-1 1='7665, | 1-12=18
BOT CHORD 1-17=6756,16''17=6680, 1$16=5s42, 1+15=5827.1$14=6639' 'l'1-13=6644
wles 2-17=5,3-i7=135,3-16=1007' s16=961' $1Fn586' &1s=2647, H5=-1563, 7'14=936'
9-'14=-974, 9-13=65,'10-13=59
NOTES
rfini, m$ r,"" o"8n dssigned for ths wind loads generatod by 80 mph winds al25 ft above ground tevet, using ' 5.0 psf top chord dead to-ad and 5.0 psf bottom chord d€ad load, loo_mi.from hunicane o@anlina, on an
oo,lpanci i"t"qoty f, condltion I enclosed building, of dinEnsions 45 ft by 24 ft with
"*po.t'I-q1:9-!-1-93--.oer ogCSZnHSlgs lt end verticals or cantitsvers exlst, th6y are exposed to wind. lf porches exist' thsy at6 not
exoosed to wlnd. The lumber DOL Increase ls 1.33, and th€ plate gtip increase is 1'33
2) Design load ls based on 80.0 psf specified roof snow load..
3i Unbalancsd snof, loads havo been considered for this design.
4i Oveftang has been dssign fol2.00 tir€s live load + daad load.
5) All olatss are Mtl20 platss unless otherwiso indicated.
di it'i! tt"." f'". U"en'd6signed for a 1O.O psf bottom chod llve load non@ncunent with any othBr llve loads p€r
#'hR
;ffii'#
June 19.2003
l-- -----.''-'-
A WAn //VG - Verift design parameters snd READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Oo6l9n valld for lsa only wlth lrlTak connoctorS. 'fhlr de8lgn l$ basod only upon paEmotors ghown. end lo loran Indlvidual
bulldlng conponentto bs Instaltod and loadrd vedlcally. Appllcrblllly ol d€slgn paranot€rc and prcpor Inco4orallon ol
compon6nl Ir rolponstblllty ol bullding de3lOnar - nol trug8 deslgnor, 8lacino 3hown lr tor latenl auppori ol Indlvldual
wob memb€r3 only. A(tsllloml tmporrry braclng to ircuro stablllty dudng conrlruclion b lh€ laspondbillly ol tho oracloa.
Addltlonal psrmrn6nl braclng ol lho ovorall Btructur€ b lha lesponslblllly ot lho bulldlng do6lgnor. For genorel guldanca
rsgardlno labrlcatlon, qualhy control, ltorago, rlollv€ry €roctlon. and bracing, consuh OST.08 Olallly Sttndrid, DSI-
80 g.rclng Spaclllcrtlon, md Hl8-gl llandlln! lrrlall.tlon and Braclne nacomdanddlon gvallablo kom Truat
Phl. Itrlllul., 583 D'Onotrlo Drly.,ll.dlron. Wl597'lt
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iF
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NOTES
7) WARNING: Raquired beattng size at joint(s) | ' 'l 'l greater than input bearing size'
Ai prouide rnechanlcrr conneaion (Oy oriers) 6t truss-to uearing plaie capabla of withstandlng 304 tb uplift at ioint 1 and 'rc7 lb uplift at joint 'l 1 '
LoADCASE(S) Standard
I WARNTNC - Ve rifl design purlneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
D68lgn valld lor rrs€ only wlth trllTak connoctor8. Thi6 d€slon ls bassd only upen palameters ahown, and ls loran IndlvlduEl
buffdlng cornponofl ao bo ln6lalled rnd iordad vratically. ApplicaDlflty ot doslgh paamoLts ahd ptopar hcorpofallo, ol
compononl b reaponalblllty of bulldlng dosign€r - not trure dqiono.. Bracln0 !ho$,n lr tor lal9lal ruppoft ol Indlvldual
wsb mambod only. Addluonel tohporary bracln0 to Iniura 3lablllty durlng coEkuclion lr lhe rosponslblllty of the oroclor.
Addlllonal poamanont b.acing ol tha ovalall ltructur€ l! ths rosponrlblllty ol lh€ bultdlnO doslOner. For ganaral guldgncg
ragardlng fabrlcatlon, qulllty control, 8lor6ge. dslivory, orection, and b.dcing, conault OST'08 Ouallty Strnd.rd, D88-
!9 Bflalng Spaclflcdlon, tnd Hl8-01 H.ndllnl Inalallrtlon and Sract[g Frcomfiandrllon 6vailablo trom Truaa
Pltl. Inttltul., 58g O'Onolrlo Drlv.,l|rdl.on, Wl53719
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244
4-1-13
------EI00 s Jun
11-10-8 . i3.5-1 16-l{
--i
3.10-5 +1-13
SPAC|NG 2-04
Plates Increass - 1.00
Lumber Increase 1.00
Rep Stress lncr YES
Code UBC97/ANS|95
Lt::='---
Scale = 1:34.1
6
2r4 //
6
3x4 --
4.60 FT
J
1
't0
0
ull
ff
3x8 =
sx6 =
0J$(16 MllzoH =
. 4-1-13
1-1-13
11-'t 0-8 16-1{
310-5
LOADING (psO
TCLL 80.0
TCDL 10.0
BCLL O.O
BCOL 10.0
csl TC 0.70
BC O.71
wB 0.75
(Matnx)
Verl(LL) 4.15
Vert(TL) {.'18
Hoz(TL) 0.05
1st LC LL Min Udefl = 240
PLATES
M 20
M 20H
Waight: 74 lb
(loc)
9-10
9n0
7
Ydeil
>999
>999
nla
LUMBER
TOP CHORD 2X6SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 'I.5E
WEBS 2 X 4 WW Stud 'Except'
2-11 2X4SPF 1650F 1.5E,2-10 2 X4sPF 1650F 1 5E
WEDGE
Right:2X4WWStud
BRACING
TOP CHORD
BOT CHORD
Sheathed of4-1-3 oc purlins, except end verticals.
Rigid ceillng directly applied or 10-0{ oc bracing
REACTIONS (lb/size) 7=1568/0-&8,11=2006/0-5'8
Max Hotz 11''172(load case 5)
Max Uplift 7=-130(load case 5)' 1 1=-225(load case 5)
Max Grav 7=1568(load case 1), l1=2580(load case 2)
FORCES (lb)- First Load Case OnlY
rOp CXORO 1'2=136,2-3=-3zo9, ge=-gtgS' a's=-2057, 5'6=-1930' 6"7=-2081' 2'11="1982
BOT CHORD 1O-11=267, 9-10=2968, 8-9=2977' 7-8=1805
WeaS 3'10=-531, 3-9=9, 4'9=79, 4-8=-1149, 5-8=642' 6-8=96' 2-10=2636
NOTES
t I fni" trss tras Oeen designed for lhe wind loads generated by 80 mph winds at 25 ft above ground level' using
5.0 psf top chord dead b;d and 5 0 psf bottom chord de-ad load, 10.0-miJrom huniSiS-Y11'ltl3i3",
"";il;;:i;6",y t, *noiiion I en;osed buitding, ot dirnensions 45 ft by 24 fr with exposure c AscE 7-93
p"|' tiscslnNsiss li and verticals or cantilevers exist, they are exposed to wind. lf porches exist, they are nol
lioosea to winA. The lumber DOL increase is 1.33' and the plate grip increaso is 1 33
Design load is based on 80.0 psf sp€citied roof snou' load'
Unbalanced snow loads have besn considered for this design.
Overhang has been design for 2.OO ttmes live load + dead load
All plates are Mll2O plates unless otherwise indicated.
iiii! tir-J"" u""n'aesigned for a 1o.o psf bottom chord liv€ load nonconcunent w1h any olher live loads per
Table No. 16-8, UBC-97.
7) B;aring at joint(s) 11 considers parallel to grain value using ANSI/TPI l-1995 angle to grain formula Building
designer should v€rify capacity of bearing surface.
2)
4l
s)
6)
ffi.}iirii
f.ssgq+ g*
$;;ffiirs a-- -" --- - '--- -A WARNINC - veriJ\'.lesig l parcnetets and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
De6ign valld lor us€ only with UlT.t conn€ctols. Thlg dosign is based only upon pa6mol9rc ghown, and is for an indlvldusl
bulldlng componenl to be inslallod and load€d vertically. Applicebility ol do5lln parameters and propor IncoQorailon ol
component i6 responglbllily ol bulldlng d€rigner - not truss do6lgn€r. Bracing shown js tor lalofal support ol individual
web mombor! only. Addltional tomporary bracing lo Insor€ slablllty during codstrucllon lr lh€ rosponsibility of fi€ eroclof.
Addltlonal pomanont bfacing of lha ovalall struclure i6 the ro6ponslbillty ol lh€ bullding desioner. For genorai 9uldanc€
r€garding ,ab catlon, qlality convol, slora0g, dellvery, €rectlon, and bGcing, con6un 05T.68 Ouallty Slrndard, DSB"
l9 Brrclng Spaclrlcrllon, rnd HIB-91 Hrndllng Inthllatlon and Br.clng nccomnandrtlon avalldblo kom Ttu.!
Pl.l. Inllllut., 583 D'Onolrlo Orlv.,ll.dl.on, Wl537'19
June 19,2003
!U
r (/f
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x eql
c: o^-l*3.u 5n6 o<'
O X:. .",'r=9
aY - +4.d;E * u{ r qd=. o iN 9o6 lqq
*R =' x d 5 Y+!4 g I R
I g 8 i', d
^= L.1 L -.!L, ry -=a a1 X eia o: )+ (D o i- 'gP f (o*'
o
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ta
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{t
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a=fr c E8 ^ s b o 9=
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!
(rr\o.Qa-I o. o' o. \o o' irt -3ss:s i X $;s ;Y*al d3 H9 2?.
att
TOP CHORD
TOP CHORD
s" F F F = - p eo ) F rn I P N :- T$ts gt eei [; gAI AEi ag s;i ig *$a sEr ;F;fi sag ?3 iF# di.,
i3 *E: [A F9€ die a4 Eea ni ,n i+
=H
aga 6;* Ea dilq qE lai $gA i* Ef,
uqt * aF€ la 0
+H 1; ii =[F qE A$ ]f
=a
iFi +ie fri ti 'gfr r F*s Es;LgE ds ;e *a q3
Ee E$
*; n4 E$ ig qs F+ $$i
*$E
lr i[ *$ E$gq sF H F aB" i 4- *c e= iF E5 fide aa qa +d if A
*i* 3g = Ei aiA'g$i qaEF6aug"EA oF_6,oig,
@
(o
(o
0,
=
o t
@ I o e
I 6
-o
5 o
russlwe i ,
NOTES
b#iiioe mectranical connectio$ (by othe6) of $uss to beartng plata caPabte of withsianding 130 tb uplift at ioint 7 and 225 lb uplift at ioint 1'l'
si e"u"Lo pl"i" ot
"him
required lo provide full bearing surface with truss chord at loin(s) 7'
LOAD CASE(S) Standard
A }Ve/?NfNc - Ve rify design purqntekrs a,td READ NO?ES ON TIiIS A/VD REVERSE SIDE BEFORE UsE
De6l0n valld lor us6 only wlth MfTak clnneciord. Thls doslon lB basgd only upon pallmolors 8hown, and 16lor an Indlvldu6l
bulldlng compononl to b€ Inrtalled snd ,oadad vortlcally. Appllcablllty ol de8lgn para|ngters and pfoper lncorpo€llon ol
componsr{ lB tesponllblliiy ol building doslgfiBr - nol lru8g dsslgnar. Brtclno shourn ls lor latsral Buppon ol lndlvldull
wob memb8ru only. Addllonel tempol.ry brrcing to Insuro Elablllly dudng conllrucllon li lho rosponslblllty ol lhe erector.
Addillonal polmanent braclng ot lh€ ovarall atruclura Ir th6 rosponoiblllty ot the buildlng ds8lgnof, For gonoral Ouldanca
rBgardlng tabrlaltlon, quetlty control, rtorao€, d6llv6ry, €rscllon, tnd breclng, con6ull 087.68 oulllty Stlndard, DS8.
t0 Eraclng spaclllcdlon, and Hlg-01 Handllng Inatallallon lrd Eraclng Racomm.ndtllon avallablo l.om Trurr
Pl.l.In.lllut ,583 o'Onolrlo Drlv!, M.dl.on, Wl53719
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o in: = ort l si5;. ld-Y < c o F;.!6 X= F U x q6+ 61t:O n X :l coo r =:4 /1 ;:.FR: ;6"9 *:,* 53 d F:+ 8Pq
6f go*;
=' o6'
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t') =;-i= l
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o
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-q (O =.9o 6 o*c
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f
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9'
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=.3
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=ttb $tsnEH9 9,492 :->z>i,zut E ff 4==i * d zq*:
= ;*nX F m - )= \./s33ss* alug -ESS3R X iE i $$;H 7 el ;l-c+ i I*BAo=H F P Ti:228:X IJI - EF h{
z--n
IOP CHORD
\
E 7
o o
=o rl g
vr o rh o
z o +a vl
@ G i ; E -1 A p 9D :'r 9 9r }. S' f') :- 8d
g $g H.c; ffi lsa
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B aF
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eF $sE i€i g4 {fll +9 3gl *frfr 4a +i ggF
=*
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giE [a ae
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i$ $E F3 $$F
u[e
$F
g[ $} E $iq EF EF
ffi i:; #ac= iq €g gil$ 3i*q +s ?fi Fdi* d ; -5 '39 $a3 cd38 se + g g
Scale = 1:29.7
DEFL in (loc)
Vert(LL) rla Vert(TL) nta
Horz(TL) 0.00 7
1st LC LL Min l/defl = 240
Udefl
nla
nla
rua
Plal€s lncreass 1.00
Lumber lncrease 1.0O
Reo Stress lncr YES
Code UBC97/ANS|95
LOADING
TCLL
TCDL
BCLL
BCDL
(psr)
80.0
10.0
0.0
10.0
GRIP
1691123
LUMBER
TOPCHORD 2X4SPF 1650F 1.5E
BOT CHORD 2X4 SPF 1650F'I.5E
OTHERS zX4WWStud
BRACING
TOP CHORD
BOT CHORD
Weight 52 lb
Sheathed or 644 oc Purlins.
Rigid c€iling directly applied or 6+0 oc bracing.
REACTIONS (lb/size) 1 =230/1 8.9.O, 7=230/1 8-9-0, 1 O=40/ 1 8-90, 8=828/1 8-94, 9=677/1 8-94, ',| 2=82U1 8-9-O
,11=677118-9{
Max Hoz 1=-4(load case 6)
Max Uplift 1='1o(load case b;, z=-tOlload case 6), 10=-40(load cass 1), 8='88(load case 6)'
9=-64(load case 6)' 12=€8(toad case 5)' 11=€4(load cass 5) -.
Max Grav 1 =277(10 ad ase i1, t=ztllload case 3), 1 o=4g(load cass 6), 8=993(load case 3)'
9=805(load case 3), 12=993(load c€se 2)' t 1=805(load cass 2)
FORCES (lb) - Firt Load Case OnlY
TOP CHORD 1-2.127,2-3.128, 3-4'-BB, 4-5=€8, 5'6=-125' 6-7='127
BOT CHORD 1-12-5, 11'12=-6,10-11=4, 9-10='6, 8'9=-6, 7-8=6
WEBS 4-10=39, 6{=-719, $9='615, 2-12=-719, 3'11=€ i5
NOTES
fj-inis t.ss nas Oeen designed for the wind loads generdted by 80 mph wlnds at 25 tt above gmund level, using ' 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1oo_milrom hunicane oceanline, on an
oo[p"n"V Lt"gory t, condition I enctosed buitding, of dimensions 45 ft by 24 ft with exposura c ASCE 7-93
o., dgCszANSjSS f end verticals or cantilevers exist, they are exposed to wind. lf porchss exist, they are not
exposod to wind. The tumber DOL Increase ls 1.33, and the plate grip increaso ls 1'33
2) Gabl€ rsquires continuous bottom chord beafing.
3i Ttris trusi has been designed for a 1 0.0 psf bottom chord live load nonconcutrent wlth any other liv€ loads per
Table No. 1&8, UBG97.
l) proviOE mectranical connection (by others) ot truss to bsaring plats ca,pable of wilhsianding l0 lb uplift al.ioint
'i,iOiUupriftarpintT,40tbuptiitatjointiO,sstbuptiftatioints,64lbupliftatjoint9,SSlbuplnatjoint12
and 64 lb uplift at joint 1 1.
LOADCASE(S) Standard
#"ffi
-A A, WARNINC - verih design paranerers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Dgslgn valld lor uss only wlth l,llLk connoctors. Thl6 d$ign li ba66d only upon paramolor6 ahown, and 18 for an Indlvlduat
btrlldlng componsnl to b6 Inslallod end loadsd vqrtlcally. Appllcrblllty of doslgn parlmatoas and proprr IncoForatlon ol
componanl la rosponalblllty ot bulldlng d€slgnor - not truse deslgnor Braotng shown ts for lalol3l 6upf,ori ol Indlvldlal
wsb mombsd only. Addltloml tampollry braclno to In8uro Etablllty durlno con6tructton is lhe ru8ponalblllty ottho orsctor.
Addltlonal pemanont braclng ot tho ovorall Bkucluro b lh€ rgsponllblllty ol lhs bulldlng d$lgn€r. For genefel guldanca
rggardlng tabrlcellon, quellly control, 6to€96, dallvgry oroctlon, afld bractng. conEult O6T.lt Ouallly standa.d, D58-
l9 Brrchg Splcltlcrtlon, and l{lB-gl Handllng Indallatlon lnd Brlclng Rccotnmandatlon avallable ho|h T.0a!
Plrt lnllltut . 5E3 O'Onotrto orlvc. t rdl&n, Wl 53719
June 19,2003
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98 o-<-
**
O X 2. -.'-9 ex'< Es;o X 5 ^ -N da8" iEe
- ='- u *;'
^eR = x 6 5 :i+!+ Y I;i i;5ii Q9d,o o' !l:f ;" {Hx o-f qo 6 ;-,e :. o o
= .oot o
T F D
m
vr
hl t
s
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o z o+Hl
1r laf 5 tu {, q q H =vir?:X\^
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:I-OP CHORD
TOP CHORD
6 F s" F = F p so ).. e s' I P Io - j$>
nF,Eiq sq *si Afi EI **3 s{ 3# qgg 6f ;f sJ5 3; iF; frg "ie *il ai ;?6 e,!i $e Ef;* +f lEi *qE 3a la sqE il iEs lu a
ig EF +$ efii il5g $f
*g;
5+ i5i gsE fil rp 'sa freti ry i ls l; ia a* s$ ii *E aa elt Fii ;a i[ af +*lH Ei;ai E+ i;: d.9 n+ Fe "f ne sF i9 tl. 3* 3gF.F9 +F F$ Fe Et5.i €s
A . aH + 4- tg e= i[ €5 [il$ 3i ie $a ?fi fril;* r{- = Ei diA'gfli +agHt4iE'.46 s v _ g
,o i
g
@
a0 €o,
=
o t
@ I o a ,€
-o
o
OW.,. :HOLT TRUSS CO,LLG
1796 HWY 50
Delta, co 81416
Phone: (970|874-7070 Fax: (970187/t-7068
)ro:- EDWARD BUILDING CENTER
P,O BOX 190
EDWARD. C.O 81632
I Deliverv List
-Job Number:
Pagie:
Date:
1
06-11-2003 - 8:27:38 AM
Pmject lO: MZ380WEB Prolect:LHC
Model:
llock No:
-ot No:
Contaot Site:Office:DeliverTo: AT1'.
COCCHIARELLA RES. ' I I
slgscoREcrRcLe T
vAfL, co Q Y
Account No: 3635t'3695
Designer: MIKE LAHoE
salesDerson: MIKELAHoE
LOADING 80-1S10
Name:
Phone:
WILLIAM
97S926-3381
o7n-q?tu1140
Tentative Delive[ Dale:
Profile:Qty:Truss ld:Span:Truss Type:Slope LOH ROH Load By:
ffi 1 cJl 1t -t -15 ROOF TRUSS
4-2-3
3.r8
0.00
2-9-15 0-0-0
6 ,|CJlA 11 -t -'t5 ROOF TRUSS
4-2-3
3.18
0.00
2-9-15 0-0-0
2
(1) z-Ply
GRl
198lbs. 6ech
39-3-2
2X6nX4
ROOF TRUSS
t-2-9
/1,50
0.00
1 H1 39.3 - 2
2X6t2X6
ROOF TRUSS
3 Rotr\rs Lal Brec
4-11-9
4.50
r 0.00
2-O-O
1 H2 39-3-2
2X6t2X6
ROOF TRUSS
3 Ror'rE Lal Brac
5-8-9
4.50
,0.00
2-0-0
1 H3 39-3-2
2X6nX6
ROOF TRUSS
6 Ro$rs Lat Brao
t-5-9
4.50
0.00
2-0-0 0-0-0
.-<ffi"-' ,
1 H4 39-3-2
2X6|2XB
ROOF TRUSS
4 Row6 Lal tsrao
7 -2 -9
4.50
, 0.00
0-0-0
1 H5
220 lbs. each
39-3-2
2X6t2X6
ROOF TRUSS
5 Ror,\,s Lat Brao
t-11-9
1.&
0.00
2-O-0 0-0-o
-<'%>=1 H6 39-3-2
2X62X6
ROOF TRUSS
S Ro\ rs Lal Brac
t-7-14
4,50
0_00
0-0-0 0-0-o
ffi'N I H7
221 lbs. each
38-9-10
2X6/2X6
ROOF TRUSS
4 Ron s Lat Brac
,-10-1
4.50
0.00
0-0-0 0-0-0
1 H8 38-9-10
2XMX4
ROOF TRUSS
3 Rovvs Lal Brac
5-1-14
4.50
0.m
0-0-0 0-0-0
,'<
2 J2 2-0 -7 ROOF TRUSS
2-0-1
1.&
0.00
2-0-0 o-0-o
2 J2A
12 lbs. each
2-0-7 ROOF TRUSS
z-0-1
4.50
0.00
2-0-0 0-0-0
4 2 J4 4-0-7 ROOF TRUSS
2-9-1
4.60
0.@
2-0-0 0-0-0
4,2 J4A 4-0-7 ROOF TRUSS
z-9-1
/f.5O
0.txl
2-0-0 0-0-0
z.1 J6 6-0-7 R@F TRUSS
3-6-1
tl.5O
0.00
2-0.o o-0-0
z.2 J6A
28 lbs. sach
6-0-7 ROOF TRUSS
!-6-1
/1.50
0.m
2-0-0 0-0-0
"<.
1 J6B 6-0-7 ROOF TRUSS
,-g-t
it.50
o.m
2-0-0 0-0-0
z 13 J7
35 lbs. each
7.11 -1 ROOF TRUSS
4-2-9
4.60
0.00
0-0-0
1 T1
229 lbs. sach
39-3.2
2X6/2X8
ROOF TRUSS
24 Ro'r,8 kt Bra
r-7-3
4.50
d).m
2-O-O 0'0-0
$
0 $
0
I
0
0
I
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Job Address: 5198 GORE CR VAIL
Location.....: 5198 Gore Circle
ParcelNo...: 209918203006
Project No :
obINER COCCHIARET,LA, CARL A. & KATE05/20/2O01
5].98 GORE CIR
VAIL CO
8]-657
Lricense :
COITTRACTOR R & H MECHANTCAI-, LLC
1047 CHERRWAIE ROAD
BOT'IJDER, CO
80303
I-,icense : 184 -M
APPLICA}IT R & II MECHANICAI-, IJIJC
104? CHERRYVAIJE ROAD
os/20/2003 Phone: 303-s43-9894
05/20/2Oo3 Phone: 303-s43-9894
# of Gas Ings: 0 # of Wood Pellet:
ortrrrNT oF coMMUNrrv onvB'o#*r
NOTE: THIS PERMITMUSTBE POSTEDONJOBSITE ATALL TIMES
MECHANICAL PERMIT Permit #:
Status . . .
Applied. .
Issued .
Expires .
Phone:
M03-0056
: ISSUED
: 05/20/2003
: 06/2412003
: 12/21/2003
BOTIIJDER, CO
80303
IJicense:184-M
Desciption: install new radiant heat
Valuation: $10,000.00
Fireplace lnformation: Restricted: Y # ofGas Appliances: 0
ll**+*:|,lrt*:t:t*,*'rl*,***[*']:]']']*:t**t:i*t't**t**:*:t****r'r'rt*,r,rar**'r,r,t!**:*,tti,t+a FEE suMMARy
Mechanical-->
Plan Check-->
lnv€stigation->
Wilt Call--.->
$200.00 Restuannt Plar Review->
$50.00 DRBFee--.----------->
$o . o0 TOTA! FEES**--*->
$3.00
$0.00
$0.00
92s3.00
$253.00
$0.00
9253.00
9253.00
$0. 00
Totral Calculated Fees->
Additional Fees------->
Totral Permit Fee---->
Pa)T nents----"----->
BALA}ICE DUE->
IICM: O51OO BUILDING DEPARTMENT
06/24/2003 cCD Action: AP
Item: 05500 FIRE DEPARTMENT
Cond:12
(BI,DG. ) : FIELD INSPECTIONS
Cond: 22
(BLDG.): COMBUSTIoNAIR IS REQUIRED PER SEC. 701 OF THE L997 IIMC, OR SECTTON
701- OF TrrE L997 IMC.
Cond: 23
(BLDG.): INSTALLATION MUST CONFORM TO MANITFACTURES INSTRUCTTONS AND TO CHAPTER
10 OF TIJE 1.997 I'MC, CIIAPTER 10 OP TIIE 1.997 TME.
Cond: 25
CONDITION OF APPROVAL
ARE REQUIRED TO CHECK FOR CODE COMPI,IA}.ICE.
(BIJDG. ) : GAS APPIJIA}ICES
"*,.I" VENTED AccoRDING To CHAPT.S A}ID SHAIJIJ
TERMINATE AS SPECIFTED IN SEC.8O6 OF THE 1997 T'MC, OR CHAPTER 8 OF THE 1997 IMC.
Cond:29
(BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CIAPTER 3 AND SEe.1o1? OF
THE 1997 IIMC AND CIAPTER 3 OF THE 1997 IMC.
Cond: 31
(BLDG. ) : BOII-,ERS SHALIJ BE MOIINTED ON FLOORS OF NONCOMBUSTIBLE CONST. IINI-,ESS
IJISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond:32
(BLDG.): PERMIT,PLANS A}ID CODE ANALYSIS MUST BE POSTED IN MECHANICAI., ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG. ) : DRAINAGE OF MECHANIEAL ROOMS CoNTATNING HEATING oR HoT-WATER SUPPIJY
BOIIJERS SHAIJIJ BE EQUIPPED WITH A FLOOR DRAIN PER SEC. L022 OE TI{E 1997 UMC, OR
:::::f-::lj--i--l-l-"l1l--1ii-].-I-Tj;-|''.*|t+|t+|t,t+f||*||t|***:l,t**.t*:t:}**li*|t**.:|.,}*|at++|l|i|*++,l|||ll****|
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS I:OR INSPECI'ION SHALL BE MADE TWENTY-FOUR IIOURS IN AI'VANCE I]Y OR AT OIJR OFFICIL FROM 8:00 AM - 4 PM.
SICNATURE F OWNER OR NTRACTOR FOR HIMSELF AND OWNEF
+**'t** * * *,f * + ** * ** * * **++!*'********** ******** ++** *** ******** * ** * * + + * ** * * ** + *********+**********
TOWNOFVAIL, COLORADO Statement +***** +****+*** ***+*+++*+******++*******+*********+++********+**t***********!**+**!t******+***
Statement Number: R030004225 Amount: 9253.OO 06/24/ZOO3O2:02 pM
PaymenL Method: Check
Young
INit: DDG
NoUation: 2521David
Permit No:
Parcel No:
Site Address :
L,ocation:
This Payment:$2s3 .00
M03-0056 Type: MECI{ANICAL PERMfT
209918203006
519 8 GORE CR VAIL
5198 Gore Circfe
Total Fees:
ToEal A.I-,L Pnts :
Balance :
$2s3 .00
5253. oo
$0. 0o
:1.'f *.*++*'l ***'l*********** *+,t** **************+****** **+*+*************,*+*******,**+*************
ACCOUNT ITEM LIST:
Account Code Descri pt i on Curnent Pmts
r"lP 00100003111100
PF 00100003112300
l,']c 00100003112800
MECHANICAL PIRMIT FEES
PLAN CHECK FIIS
I^]ILL CALL INSPECTION FEE
200.00
50.00
3.00
!Mas 16 O3 O6:26a p.?
APPLICA
o
gill'mfr3-roo3 ffi N{t/
film{0F uAil,,ly
I
I
| 75 S. Frontage Rd.
I Vail, Colorado 81657 \f
Building Permit #:
Mechanical Permit #:
97 O - 47 9 -2149 (I nsPecti ons)
be accepted the following:
Layout
Slze
Spec Sheets
CoNTRACTOR INFORMATIQN
CoMPLETE VALUATTON EOR MECHANICAL P. RMrr Labor & Materials
Contact and Phons #'s:
eJ&-2t?Town ofVail Reg' No.l
(l+r\fxcr\s-i ...\ '
Address: c\t--+c'c.
Assesso,s Office at 970-for Parcel #
Job Address: grt l${e Jgb Name:Ccc\io*e\".
Work Class: New (X) Additlon ( ) Alteration ( ) Repair 1-l- oth"r ( -j ffiil. EHU e-ist at thls location; Yes ( ) No ( )do'iiffiatior': ttterior( ) Exterior( ) other( )
mif( ) Commercial ( ) Restaurant ( ) Other ( )
ffi. of Accommodation Units in this building:
No. of Existing Dwetling Units in this building:
i
I
I
I I
I
o o
|r,.,*u o*r-A"---.. ' I '.: ..: \\EXI5T I
/-,if t a F !LL--- \4)=
o
t*c.{
I o \D
EXI9TIN6
u=e!=Raav
Flcpi
lrn4l-5ez'l
Sr.{b-P
LE6ENP
+@
Jun 2O O3 O9:28a
U-Values: R-11=,090
Hert Lo$ Calcda||o'rs
p.l
a- ^ln- :c*tz€,\\c--(-Ta:sai=ae c/A4h'
R-19=.052 R-30=.033
cg{,t,ado,e*-s.:===(R\\s-S sruryoulEq "lfj' ttr- -- --
Address:
Address:
r_noJe:
Job Name:
Address:Snowmelt:,\), &.
Area(Sq. Ft.)R-Value U UA DT
-Reqtired Output (B rU/H)
Floors 2rlKo (\4o ;}gs)1o 1 bAlt'K
Ceilinq 21gb 3c aa3 1a,o (o z<7ko
Walls eKs Icl ,o5;.btg 1o 21,3>>
Windows t0)D /tv ,39 3L4,1 tc 3>,Jbq
Infittration fl,bw tCw .1i lrl 9o 24,4>o
Permit #:'TotalBTU/H:?a
oC-
;-".-*"-\ \\\qs.h-Nr).^rnr
f*-- \-ASrs S;*'=€-t-S-
1 f-t ,. e' .\s-Q Fs
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL. co 81657
970-479-2138
orl'rrrrr oF coMMUNrry DEvELotu,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PCrMit #: MO3.OO99
Job Address: 5198 GORE CR VAIL Status . . . : ISSUED
Location.....: 5198 Core Circle Applied . . : 06/Zil20O3
Parcel No...: 209918203006 Issued. .: 07lll/2003
ProjectNo : fr1"-\1 | 6'L.e i9 Expires. .: Oll}7l2004
owNER COCCHIARELTTA, CARL A. & KATE06/27/2OO3 phone:
5198 GORE CrR
VAII, CO
81557
L.,icense :
coNrRAcToR HEARTH EXCr{ANGE, rNC. {'IHE.) 06/27/2003 phone: 970-827-9623
P.O BOX 670
MINTURN, CO
8164 5
License': L'7 4 -\[
APPLTCAT\Ir HEARTH EXCHANGE, rNC. (IHE) 06/2-7/2003 phone: 970-827-9623
P.O BOX 570
MINTITRN, CO
8L545
Iricense t L74-14
Desciption: CONVERSION OF WOOD TO GAS FIREPLACE
Valuation: $5,647.00
Fireplace lnformation: Restricted: Y # ofGas Appliances: 0 # ofGas Logs: 0 # of Wood Pellet: 0
Mechanical-> $1.20. 00 Restuaranl Plan Revie\y--> $o, o0 Total Calculated Fees-> $153 . 00
Plan Check--> $30.00 tlRB Fee-----------> S0.00 Additional pses-----> g0-00
lnvesrigation-> $0 - 00 TOTAL FEES-----> 9153. Oo Total Permit Fee------> $L53 .00
WillCall---> $3.00 Paymcnts-----------> gx53 .00
BALANCE DUE_> 90.00
Itern: O5L00 BUILDING DEPARTMENT
06/2'l/2003 DF Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL Cond: 12
(BLDG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIAIICE.
Cond: 22
(BLDG.): COMBUSTIONAIR IS REQUIRED PER SEC. 701 Ol'THE 1997 IIMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BI-,DG.): INSTALLATION MUST CONFORM TO MANUFACTTRES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1997 I'MC, C}IAPTER 10 OF THE 1997 IMC.
Cond: 25
(BLDG.): GAS AppLrAlIcEs sr*olr vElrrED AccoRDrNc to "*rrl' AND
'HATJL TERI{TNATE AS SPECTFTED rN SEC.806 OF THE 1997 UMC, OR CIiAPTER I OF THE tggT Tt{C.
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMEMT MUST COMPLY WITH CHAPTER 3 AI{D SEc.1o17 oF
THE T997 I]I\{C A}iID CHAPTER 3 OF THE 1997 IMC.
Cond: 31
(BLDG. ) : BOILERS SI{ALL BE MOI'NTED ON FI-,OORS OF NONCOMBUSTIBIJE CONST. I'NLESS
I-,ISTED FOR MOI]NI]NG ON COMBUSTIBLE FI,OORING.
Cond: 32
(BLDG.): PERMIT,PIJANS AND CODE ANAI-,YSIS MUST BE POSTED IN MECHANICAL ROOM PRrOR
TO AN INSPECTION REQTTEST.
Cond: 30
(BI,DG. ) : DRATNAGE oF MEcHANTcAT RooMs coNrArNrNG HEATTNG oR Hor-wATER supprJy
BOrI-,ERS SHALT BE EQUTPPED wrTH A FLOOR DRArN PER SEC. ]-022 OE THE 1-997 IIMC, OR
sEcTroN 1"004.5 0F THE 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHATL BE MADE TWENTY-FOUR HOURS IN ADVANCE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OF OWNER OR CONTRACTOR FOR HIMSELFAND OWNEF
:t**'f**********'******** *****++***+++++**+i**********+***************+******+*** *++++++++++***
TOWN OF VAIL, COLORADO Sratement **1.***'t*********'i************** *+*+++***+*+*++**** *****+** ***i***************tf,+t+++++++*+**
Statement Nuiber: R030004293 Amounts: g153.OO 01 /tt/2OO3t1 :56 AM
Payment Method: Check Init: LC
Not.aEion: #2097 /Cory
Dennissen for Hearth Exchanqe
Permit No: M03-0099 T14)e: MECHANICA! PERMIT
Parcel No: 209978203006
Sit.e Address: 5198 GORE CR VAIIr
Location: 5l-98 core Circ1e
Total Feest 3153.00
This Payment: $153.00 Tot.al AIrIr pmts: 9153.00
Balartce: S0.00
*++*+** ****** * *** *. {. * * * * * * * * * * * * * * * * * * * * + * * * * * * ** * * * * * * * * * * ************* ** * + * * * * + + lt * * * * * * * * * *
ACCOUNT ITEM LIST:
Account Code Descnjptjon Current Pmts
MP OO1OOOO31111OO I4ICHANICAL PERMIT FEES i2O.OO
PF 001000031i2300 PLAN CHECK FEES 30.00
l,lc 00100003112800 I^JILL CALL INSPECTI0N FEE 3.00
Buifding Pennlt #. .r2o 3 - e / 7
Mechanical Permit #:
mv[WWn
75 S. Frontagc Rd.
VaiL Colorrdo Bl6Sz Permit will not be acceptert wlthout the following;
Room
CoM&{CTORTMORMATTON
Mechanical Conhacbn Town ofVail Reo. No.:Contact and Phone #'s:
7- 76 27 / 4pV
CoMPLETE VAL#aE9!.EBUECHANTaL pEffin tulpr & Materiats)
Ofreatg70-?visit Parcel #
areo oescnption of work:
,?s y'r,?,Ao-Zat/< t/a ltba o./ a lln*t ueal -<
g>5; ;r/- A/4, f lari
!I!ot*t Nu"( ) Mottionw) rut""!qn( I Repair( ) ofier( )
Boiler Location: Interior l I erturio, 1 1Gur. 1 1 Does an EHU e<tst atthis location: yes ( ) No (I<)
Tvpeof Bldg: single-hmih0d Duplex( I mrrt+tnirvt ) commercial ( ) Restaurant( ) oher( )
No. of B<istlng Dwdling Unie in mS UuitOtng:No. of Acconmodation Unlts in tfils buitding:
Nofiype of Fireplaces prporuO
Wmd Buming (NOT AIJ_OWED)
a conrrersion from a wooO
Fr / cvaryon6/hnil/ nFdrpGrm
Yt*,t,|.!r*t:rrl **:r:f **!trl.*t,t,f ,t,*d.,r**rtrt:t * r* * ri rr * rt d3*,r * * * * r. * r.,r,r * *,t *,r FoR OFFICE USE
o o
A&
ULJ A
a @^ArlALoN
Direct Vent Freestanding Stove
Natural Gas or Propane
Vent Horizontally or Vertically
Standard Residential
Mobile Home Approved
Tested and Listed bv
Omni-Test Laboratories, lnc.
Beaverton, Oregon
Report # 028-S-28-5
ANs|z21.88, CSA2.33t\498, CAVmA2j71V91
ARNING: lf the information in these instructions is not followed exactly, a fire or expl
may result causing property damage, personal iniury or loss of life.
- Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or
any other appliance.
WHAT TO DO IF YOU SMELL GAS . Do not try to light any appliance.. Do not touch any electrical switch; do not use any phone in your building.. lmmediately call gas supplier from a neighbor's phone. Follow the gas supplier's instructions.. lf you cannot reach your gas supplier, call the fire department.
- Installation and service must be performed by a qualified installer, service agency or the gas
supolier.
This appliance may be installed as an OEM installation in a manufactured (mobile) home and
must be installed in accordance with the manufacturer's instructions and the manufactured
home construction and safety standard, Title 24 CFR, Part 3280 or Standard for Installation in
Mobile Homes, CAN/CSA 2240 MH.
This appliance is only for use with the type(s) of gas indicated on the rating plate. A conversion
kit is suoolied with the ance.
Prairie Owner's Manual
- August, 2000 -
Installer: After inslaliation give this manual to the homeowner and explain operation of this stove.
$10.00 Part # 93508115
. IF YOU SMELL GAS:
* Do not light any appliance
* Extinguish any open flame
* Do not touch any electrical switch or plug or unplug anything
* Open windows and vacate building
* Call gas supplier from neighbor's house, if not reached, call fire
department
This unit must be installed by a qualified installer to prevent the
possibility of an explosion. Your dealer will know the requirements in
your area and can inform you of those people considered qualified.
The room heater should be inspected before use and at least annually
by a qualified service person. More frequent cleaning may be
required due to excessive lint from carpeting, bedding material, etc.
The instructions in this manual
methods or compromise in the
and safety listing.
Look for this label:
Forl-PConh I Poul ll" W.C.
must be strictly adhered to. Do not use makeshift
installation. lmproper installation will void the warranty
This heater is either aooroved for natural
gas (NG) or for propane (LP or LPG).
Burning the incorrect fuel will void lhe
warranty and safety listing and may cause
an extreme safety hazard. Direct
queslions about the type of fuel used to
your dealer. Check for the label shown to
the rioht.
lf the label is present, the
heater is equipped for LP
(propane). lf the label is
absent, the heater is equipped
for NG (natural gas).
Contact your local building
officials to obtain a permit
and information on any
installatron restrictions or
inspection requirements in
your area. Notify your
insurance company of this
heater as well.
It is imperative that control
compartments, screens, or
circulati ng air passageways
of the heater be kept clean
and free of obstructions.
These areas provide the air
necessary for safe
operation.
Do not store or use gasoline
or other flammable liouids in
the vicinitu of this heater.
lf the flame becomes sooty,
dark orange in color, or
extremely tall, do not
operate the heater. Call
your dealer and arrange for
proper servicing.
Do not operate the heater if
it is not operating properly in
any fashron or if you are
uncertain. Call your dealer
for a full explanation of your
heater and what to exoect.
Do not use this appliance if
any part has been under
water. lmmediately call a
qualified service technician
to inspect the appliance and
to replace any part of the
control system and any gas
control which has been
under water.
Travis lndustries 93508115 130700
. Do not place clothing or
other flammable items on or
near the heater. Because
this heater can be controlled
by a thermostat there is a
possibility of the heater
turning on and igniting any
items placed on or near il.
. The viewing glass should be
opened only for lighting the
pilot or conducting service.. Any safety screen or guard
removed for servicing must
be replaced prior to
operating the heater.. Do not operate with the
glass removed or damaged.
. Operate the heater
according to the instructions
included rn this manual.
. lf the main burners do not
start correctly turn the gas
off at the gas control valve
and call your dealer for
service.
. This unit is not for use with
solid fuel
. Do not place anything inside
the firebox (except the
included fiber logs).
. lf the fiber logs become
damaged, replace with
Travis Industries log set.
. Do not touch the hot
surfaces of the heater.
Educate all children of the
danger of a high-
temperalure heater. Young
children should be
supervised when they are in
the same room as the
heater.
. Instruct everyone in the
house how to shut gas off to
the appliance and at the gas
main shutoff valve. The gas
main shutofi valve is usually
next to the gas meter or
propane tank and requires a
wrench to shut off.
Light the heater using the
built-in piezo igniter. Do not
use matches or any other
external device to light your
heater.
Never remove, replace,
modi! or substitute any part
of lhe heater unless
instructions are given in this
manual. All other work must
be done by a trained
technician. Don't modify or
replace orifices.
Allow the heater to cool
before carrying out any
maintenance or cleaning.
The pilot flame must contact
the thermopile and
thermocouple (see the
illustration to the left). lf it
does nol, turn the gas
control valve to "OFF" and
call your dealer.
Do not throw this manual
away. This manual has
important operating and
maintenance instructions
that you will need at a later
time. Always follow the
instructions in this manual.
Plug the heatcr into a
I 20V grounded electrical
outlet. Do not remove the
grounding plug.
Don't route the electrical
cord in front of, over, or
under thc heater
. Travis Industries, Inc.
grants no warranty,
implied or stated, for
the installation or
maintenance of your
heater, and assumes
no responsibility of any
consequential
damage(s).
Y
Travis Industries 9350811s 130700
Introduction
Introduction & lmportant Information................ 1
Safety Precautions
Safety Precautions .............,....... .................2
Features & Specifications
Features........... . . . . . . . . . . . . . . . . . 5
Installation Options......................................5
H€ating Specifications...................... -........... 5
Dimensions........ ......-..........5
lnstallation
Installation Warntn9................ -.....................6
Packing 1ist....... . . . . . . . . . . . . . . . . . 6
Additional ltems Required for Installation..........6
Installation Overview....................................6
Installation Hints.......................................... 7
Stove Clearances . . . . . . . . , . . . . . . .7
Mobile Home Requir€ments..... ...............,.......7
Heater Placement Requirements.............,....... I
Floor Protection Requirements..... ...................8
Gas Line Insta||ation.....................,.... "..........9
Vent Requirements....................................... 1 0
Approved Vent Confi 9urations........................ 1 1
Restrictor Position...................,............... 1 1
Measuring Vent Lengths........................... 1 1
Vertical Term. with 0,2, or4 45' E|bows .......12
Hor. Term. with 1 90" E|bow........................13
Hor. Term. with 2 Elbows..... ......................1 4
Hor. Term. with 3 E|bows........................... 1 5
Vertical Term. with 2 90" Elbows . . . . . . . . . . . . . . . . . 1 6
Vertical T6rm. with 3 Elbows..... ................. 17
Vent Termination Requirement$ ...................... 1 I
Finalizing the Installation
Leak Test.......... . . . . . . . . . . . . . . . . . 1 I
Pilot Adiustment (if necessary)............... -....... 1 I
Air Shutter Adjustment (if necessary)...............19
Che6k Flame...... .................20
Glass Removal (& installation).... ....................21
Log f nstallation... .................22
Operation
Before You 8e9in..............,..........................23
Location of Conlro|s .....................................23
Starting The Pilot ................. ........................24
Starting the Stove for the First Time.................25
Turning the Stove On and Off...........-..-.....-....25
Adjusting the Flame Height.............................25
Ad.iusting the Blower Speed (optional) ..............26
Normal Operating Sounds..............................26
Maintenance
Maintaining Your Stove's App earance ............ ..27
Yearly Service Procedure.......... .................. -.27
Troubleshooting Table.................................,.28
How this Stove Works.................. .................29
What Tums the Main Bumers On and Off......29
What Prevents Gas Builduo....... ......,.........25
Wiring Diagram ....................30
Replacement Parts List...............,.................30
Safety Label
Safety (Listing) 1abe|.................................... 31
Warranty
Warranty ........... .................32
Optional Equipment
LP Conversion Kit ........................................33
Blower . . ...... .. ... . .................37
Fireback............ .................39
Wall Thermostat.. .................40
lnstallation Addenda
Class A Chimney Convorsion........... ..............,41
Interior Masonry Chimney Conversion..............41
Index
Index................ ..........,.......42
Features:
- Works During Pow€r Outages (millivolt system)
- High Efficiency
- Optional Thermostat or Remote Control - Realistic "Wood Fire" Look - Ootional Blower for Quicker Heat Distribution
- Convenient Operating Controls
- Variable-Rate Heat Output - Low Maintenance
Installation Options:
- Froestanding Stov€
- Horizontal or Vertical Vent
- Residenlial or Mobilo Home
- Straight or Corner Placement
- Bedroom ADproved
Heating Specifications:
Approximate Heating Capacity (in square fee$.............500 - 1,750 with Blower, 500 to 1,200 Without
Maximum Input................ ........................31,000
Output from Low to High (in BTU's per hour).......... . ........16,608 to 26,815
Steady State Efficiency......... ...................up to 86.5%
AFUE (without blower)............ .................Up lo 67.2o/o . Heating capacity will vary depending on the home's floor plan, degree of insulation, and the outside
temperature.** Efficiency rating is a product of thermal efficiency rating determined under continuous operation independenl
of installed system.
Dimensions & Weightr
The flue collar Drotrudes 1"
NOTE:
Measure side, corner, and
back clearances from the
stove top.
29-112
weight: 215 Lbs.
Electrical S ifications (for onal blower
Electrical Rating.............. ...................115Vo|ts, 1.3 Amps,60 Hz (150wafts on high)
Fuel:
This heater is shipped in natural gas (NG) configuration but may be converted to propane (LP) using
the included LP conversion kit. The sticker on top of the gas control valve will veriry the correct fuel.
Travis Industries 93508115 130700
ln stal lation Warnings:
! Failure to follow all of the requirements may result in property damage, bodily
injury, or even death.
! This heater must be installed by a qualified installer who has gone through a
training program for the installation of direct vent gas appliances.
! This appliance must be installed in accordance with all local codes, if any; if not, in
U.S.A. follow ANSI 2223.'l and NFPA 54(88), in Canada follow B-149.
! ln Manufactured or Mobile Homes must conform with: In USA, Manufactured Home
Construction and Safety Standard, Title 24 CFR, Part 3280; In Canada, CSA 2240.4
and Gas-Equipped Recreational Vehicles and Mobile Housing. This appllance may
be installed in Manufactured Housing only after the home is site located.
I This stove is designed to operate on natural gas or propane (LP).
I All exhaust gases must be vented outside the structure of the living.area.
Combustion air is drawn from outside the living-area structure.
! Notify your insurance company before hooking up this stove.
! The requirements listed below are divided into sections. All requirements must be
met simultaneously. The order of installation is not rigid - the qualified installer
should follow the procedure best suited for the installation.
Packing List Additional ltems Required
. Propane Conversion Kit . Log Set . 4" Pipe,8" Pipe, and 90" Elbow (for gas inlet). Glass Latch Tool (to unlatch glass frame). Touch-Up Paint
lnstallation Overview
Vent (see "Venting Requirements" for d€tails)
Gas Line Equipment (shutoff valve, pipe, etc.)
See "Gas Line
lnstallation"
See "Floor
Protection
Requirements"
Travis Industries 93 5081 15 130700
o lnstallation Hints:
. lf converting to LP, convert the appliance prior to installation.
. The blower is easiest to install prior to installation. Because the blol er is located near the gas inlet
location, we recommend using the included pipe and elbow to route the gas inlet around the blower
position.
. Install the logs last - they are ft'agile.
r When determining the location of lhe stove, locate the wall sluds (for horizontal penetrations) and
ceiling trusses (for vertical penehations). You may wish to adjust the stove position slightly to ensure
the vent does not intersect with a framing member.
. Fumes and smoke ftom the paint curing and oil burning off the steel may occur the first time you start
this heater. This is normal. We recommend you open windolvs to vent the room.
Stove Clearances
Straight Installations Gomer Installations
Mobile Home Requirements
lryit| thb clearance the
t/€nt b ce.rt€r€d d7l$
from ths back wall. 291lZ
frcm the sHe wall.
!ryifi thb clearance, fi€ \,ent is
centq€d lall8" frcm th€
wall.
When the stove is installed in a mobile home, it must be bolted to the floor and the appliance
grounded (use the optional blower with a grounded circuit or other suitable grounding method -
current ANSUNFPA 70 or CSA C22.1).
Travis Industries 93s081 1s 130700
Heater Placement Requirements
. Heater must be installed on a level surface capable ofsupporting the heater and vent
. Due to the high temperature of the heater, it should be located out of traffic and away from
furniture and draperies. Heater must be placed so no combustibles are within, or can
swing within 36" of the front of the heater (e.9. drapes, doors)
? When placed in a location where the floor to ceiling height is under 7 feet, the installation
is considered an alcove and must meet the following requirements:. The alcove floor to ceiling height must be at least 58" tall . The alcove must nol be more than 45" deep before the ceiling returns to 7'. The alcove must be at least 47" wide
. The heater must not be placed so the vents below or above the door, along the sides of
heater, or along the back of the heater can become blocked.
. This heater may be placed in a bedroom. Please be aware of the large amount of heat this
appliance produces when determining a location.
Floor Protection Requirements
When the stove is installed directly on carpeting, vinyl or other combustible material other
than wood flooring or a high pressure laminate wood floor, the stove must be installed on
a metal or wood protection panel extending the full width and depth of the heater
(Minimum 28" wide by 18" deep).
Make sure these rubb€r tipped
bolts on each leg contact the floor
(they dampen any noise that may
transmit through the hearlh). Do
not adiust with weight on the legs,
th6 rubber tips may tear.
Travis lndustries 935081 15 130700
Gas Line lnstallation
The gas line must be installed in accordance with all local codes, if any; if not, follow
current ANSI 2223.1 ot NFPA 54 in the USA and the current CGA 8149 in Canada.
The heater and gas control valve must be disconnected from the gas supply piping during
any pressure testing of that system al test pressures in excess of 1/2 psig (3.45 kPA). For
pressures undet 112 psig (3.45 kPA), isolate the gas supply piping by closing the manual
sh uloff valve.
This heater is designed for natural gas but can be converted to propane. Check the
sticker on top of the gas control valve to verify the conect fuel is used (see page 2).
Leak test all gas line joints and the gas control valve prior to and after starting the heater.
The gas inlet accepts a 3/8" F.P.T. Fitting
The location of the gas inlet rs shown below
A manual shutoff valve is required for installation (it must be located within 3' of the heater)
Gas lnlet Pressure
. With the heater off, the iniet Dressure must meet the reouirements listed in the table
oetow
? lf the pressure is not sufficient, make sure the piping used is large enough and the total
gas load for the residence does not exceed the amount supplied.
The supply regulator (the regulator that attaches directly to the residence inlet or to lhe
propane tank) should supply gas at the suggested input pressure listed below. Contact
the local gas supplier if the regulator is at an improper pressure.
Standard Input Pressure
Natural Gas 7" W.C. (1.74 Kpa)
Propane 11"W.C. (2.73Kpa)
Travis Industries 93508115 13070r
Vent Requirements
Always maintain the required 1" clearance (air space) to combustible materials to prevenl a fire hazard.
Do not fill air soaces with insulation.
The gas appliance and vent syslem must be vented directly to the outside of the building, and never
be attached to a chimney seNing a separate solid fuel or gas-burning appliance. Each direct vent gas
appliance must use it's own separate vent system.
This appliance is equipped only for
altitudes 0-2000 ft. (0-610m) in USA;
in Canada, 0-4500 ft. (0-1370m).
However, our ln-house testing has
shown that the unit operated at
altitudes to 8000 ft.
Failure to adjust the air shutter
properly may lead to improper
combustion which can create a safety
hazard. Consult your dealer or
installer if you suspect an improperly
adjusted air shutler.
When the vent passes through a wall,
a wall thimble is required. When the
vent passes through a cejling, a
support box or firestop is required.
When the vent passes through the
roof, a roof flashing and storm collar
are required. Follow the instructions
orovided with the vent (from
Duravent@) for installing these items.
Straight Lenaths
9088 6- P,pe Length, Black ( nisrior)g07B 9- P pe I ength. Black (rnt€tor)
906 12" Pipe Lengih, Galvanized 9068 12'Pipe Lenglh, Black (int6nor)904 24" Pip€ Length, Galvaniz€d 9048 24" Pipe Length, Black (interior)
903 36" Pips Lenglh, Galvanized 9038 36'P.pe Length. Black (rntBflor)
902 48 Pipe Lenglh, Galvanized 9028 48" Pipe Length, Black (intsrior)
9118 l1'to'14 5i8" Pipe, Adjustable, Black (interior)
{Duravenl Part # 991)
Use a roofflashing and stom collar
whenever passing through lhe rool -
(Dlravenl Part t1953 & #943 or #9435)
pa66 ng through a cerling
(0uravent Pan #963)
Use a ffcstop spacer whenever l[ainlain a |hinirrum l"
(25 mmlclearance trom
vantto any combuatible
(vent l! 6 5/8" (170 mm)
diamele4 Minirnum ftaming
for fire slop
- --
Us€ a walllhimble
whenever passing
thro!gh a wall
(Ourcvenl Part 1€42)
Use N4odel GS Direct Vent manufactured by Simpson Dura-Vent on ly (or the Chimney Conversion Kit
- see Addendum #2). Follow the installation instructions included with the vent. For the nearest
Simpson Dura-Vent supplier, call (800) 835-4429. Part numbers and descriptions are listed below"
cl€arance frofl venl to any conbualibla
{vonr is 6 5/E_ (170 mml diaanet.r)
Vent Terminations
Horizontal Temination
i0uravent Part 1€84)
Penetration, Supoort Parts
942 Wall Thimble 940 Optional Wall Thimble Cove.941 Cathedral Ceiling Support Box 943 Flashino,0/12 lo 5/12 Roof Pnch 9435 Ftashnat. 7112lo 12!12 Root
Pitch 953 Slo.m Colla.963 Ceilino FirBslop 988 Wall Strap
Apply a l/8" (3 mm)
bead of high.
tEnperalure slllcone
to the Innerar|d
outer pipe, Th.
sillconc muat roal
the inner pipe frcm
the outer pips.
981 Snorkel Terminalron (36- rise)
lfor basemenl insiallationsl
9A2 Snorkei Terminalron (14' f se)(fof basement installations)984 Horizontal Square Torminalion 950 Vinvl Sidrno Standoff 991 Veircal Teimrnation
E lbows
990
9908
945
s45B
. Apply h igh-tem perature silicone to the inner and outer pipe before
assembling the sections (on the male, upper section). This seals the
inner pipe from the outer pipe. Slide the sections together and turn 1/4
turn until the sections lock in place. Install three metal screws through
each joint to lock the outer seclion in place (see the instructions included
with the vent for further details).
NOTE: You may screw the first section of vent to the appliance without
silicone.
Horizontal sections require a 114" rise every 12" of travel
Exterior Vent Diameter = 6-5/8" , Inner Vent Diameter = 4"
Horizontal sections require non-combustible support every 36" (e.9.: use
+
90. Elbow
90' Elbow, Black (inleri04
45'Elbow
Travis lndustries 935081 15
plumbing tape)
130700
Approved Vent Configurations
Restractor
Position
. A restrictor is built
into the appliance to
control the flow rate
of exhaust gases.
This ensures proper
flames for the wide
variety of vent
configurations.
Depending upon
the vent
configuration, you
may be required to
adjust the restrictor
position. The charts
for approved vent
configurations
describe which
position the vent
restrictor must be in.
Measu ring
Vent Lengths
To Adlust the Re3trictor
Remove the nuts holding
the stove top in place
(see the illustfation
below). Lift the stove top
offthe stove.
@
Lifl the cott6r pin out.
Replace the cotter pin
Inrou0n tne co ecl
hole dn the restrictor
adjustment rod-
re ^t |I.-..#lf_'
in poGitbn # 6
ni""#flr-n $ta ""'.'&'
@
Height --- \-1 | with 1-112" (37 mm)
8-44" Q20 mm) wide
to 3-3/8" (85 mm) of
Vent sections
-ov^erlap
each I N- \<.'\ ovenap otherb'rl/2"(37mm)
llN# r<l
ffi*{fl,:'*-, lW ffi
@ :di3lailt"gl"lsi o
Restrictor
Positions
#6
3/8'Nutdiver
(measure from the closest
Elbows add 3" (75 mm) to the edge of the starter section to
length ofthe vent system. Vent Height is the end ofthe t€rmination)_,,
-t
Vent
Vent Horizontal Run
Travis Industries 93508115 130700
Approved Venting Configurations for Vertical Terminations with
Zero, Two, or Four 45o Elbows
10' Minimum System
Height
(with or without offsets)
40' Maximum System
Height
24' Maximum Offset
The termination must fall
within the shaded area
shown in the chart. Use
the indicated restrictor
position.
lf using offsets, use the
table below to calculate the
vertical rise and horizontal
offset
40' (max)
35 teet
30 feel
25 leet
20 feet
15 teet
'10 teet
EEE5E9 E;P€RN
||l|l|l|||||||ll
lllrrllrl ttttttttl
lD d)rD !t)roo
ttl ttl
6 p
I
_40, (max)
- 35 teet
- 30 feet
- 25 feet
- 20 feet
- 15 feet
- 10 teet
- 5 feet
Oftet Lsngth
None
1' Section
2' Section
3' Section
4'Sedion
4' + 'l' Section
4' + 2' Section
4' + 3' Section
4' + 4' Section
Hor. Ofbel
5'
1'
'1' 9"
2' 5"
3' 2"
39"
4',6"
5' 2"
6'
5 feel
Vert. Rise
1
1',7',
2'4" 0 feet
3',g',
4', 4',
5'
5' I'
6',I'
l-0reet
E :'
Travis Industries 93 5081 1 5 130700
Approved Venting Configurations with a Horizontal Termination
and One 90' Elbow
. lf using a Snorkel Termination (14" or 36") add the snorkel height to the vertical height (snorkel
terminations are used primarily for basement installations).
. The termination must fall within the shaded area shown in the chart- Use the indicated restrictor
oosition.
19' (max;
-
tsteet l
10 feet
-
?666E OOOOov (I)(I)olr)osf o|r)(\N
ltllllllltttttttrtrtrrrrl lt tttt ttl ttttt tttttl ttttl rrrtttrtrrttttttttttttttl
tttl rlll
6 e
N
o
0)
()
- 19' (max)
- 15 feet
]totu.r
NATURAL GAS: l\4in. 2' Section Required
PROPANE (LP): Min. 3' Section Required
- 5 feet
r-Ofeet
I
I
(!
c ]'s N
tl
c)
'0J
0)
0)
Travis lndustries 935081 15 130700
Approved Venting Configurations with a Horizontal Termination
and Two Elbows (one 90" vertical and one 90' or 45" horizontal elbowl
. lf using a Snorkel Termination (14" or 36") add the snorkel height to the vertical height (snorkel
terminations are used primarily for basement installations).
' The termination must fallwithin the shaded area shown in the chart. Use the indicated restrictor
position.
19' (max)
--
19' (max)
-
tS f""t
-
10' (min)
5 feet
0 feet
15feet-
NATURAL GAS: Min. 2' Section Reouired
_- - - - PROPANE (LP): Min. 3' Section Required
x 66EE ooooJ!:"0io
o'I)=:NN
llllllttttttttttttttrrrrl ttttttttltrrrrrrrrrtttttl tttttrttttttttttttttttttl
'1 0' (min)
-'ltf1f,E.
I
c)o
rlll ||l ||l |ll tl tl
6 q)
q)
.q)
o
tl tl
lf)
ttltl ttttl
IDX o$
i( :-s N
Thas is consrdered a horazonlal
elbow (ii does not matler
whelher it turns righl or len).
It may be a 900 or45o elbow.
Horizontal lenglh (max. 24') is calculaied
by adding both lenglhs ot horizonl,al run
(Horizontal Lenglh = Hl + H2).
This is considefed a
verticalelbows
Travis Industries 935081 15 130700
Approved Venting Configurations with a Horizontal Termination
and Three 90' Elbows (all vertical)
. lf using a Snorkel Termination (14" or 36") add the snorkel height to the vertical height (snorkel
terminations are used primarily for basement installations).
. The termination must fallwithin the shaded area shown in the chart- Use the indicated restrictor
oosition.
21'(max)
-
?bEHg oooo oo olr)0+o()c{N
tttttrrrttttltttttttttttl tttttttttttttttttlttttlll
15feet_
-
l l' (1n6x)
- ts t".t
-
., o' 1r,n1
-
S t""t
rur | | | | | | | | | | I | | | | | | | | | | I l-.feet ?:-YOOOO ,gqJ.o.oo x o
-t
These are
vertical elbows.
This is a horizontal elbow -
NOT ALLOWED FOR THIS
VENT CONFIGURATION
Travis lndustries 935081 15 130700
Approved Venting Configurations for Vertical Terminations with
Two 90o Elbows
. The termination must fallwithin the shaded area shown in the chart. Use the indicated reslrictor
position.
?
EEe.Es:-
tttttltttttttltttrrrrrttl ttrrrlttrrrttlttttttltttt 40'(max)
-
ss teer ]
30 reet I
2s feet I
20 feer
-
15 feel
-
10'(min) ]
s teet I
40'(mar)
_35 feet
-
25 feet
20 feat
_ 15 feet
-10'(min)
-
5 fe€t
I ll l-o'""'
:
These sre
veflical elbows.
Travis Industries 93s081 15 130700
Approved Venting Configurations for Vertical Terminations with
Thfee 90" EIbOWS (Two 90" Vertica! and One 45a or gO" Horizontat Etbow)
The termination must fallwithin the shaded area shown in the chart. Use the indicated restrictor
Dosition.?
-$qr(roE sE,eee::-:orfJor o|.)(\N
tttrtltrrrrtttttttttttttl lllllllllllllrrrrrrrrrrrl
40'(max)
35 feet
JU IEEI
25 feet
15 feet
'10'(min)
40' (max)
_ J5 leel
30 feel
25leel
Izot "t
15 feet
l,o' 1''ny
tl , , _ 0 teet
tl
i
rtl ttl
E
ltl
ttl ttl
!
This i3 considded a hoddial ' Hon:o.nat l@qrh (nd 24 ) 13 eldsred -.-.-.-.
by add'no borh rdolrs ot ho.rc.rd run
dbo* (l do€s nol nahd
*hehq h tums nght f bn).
{Hmzq1ld Leigfl . H1 + Ha n nEy b , 45' d 90' elbow.
Travis lndustries 935081 15 130700
Ve nt T e rm i nation R e qu ire me nts ( x e illustation be low)
r
H
! Venting terminals shall not be recessed into a wall or siding.
A Minimum 9" clearance tom any door or window
B Minimum 12" above any grade, veranda, porch, deck or balcony
C Minimum 12" fron outside corner walls
D Minimum 12" from inside corner walls
E Minimum 1 1 " clearance below unventilated soffits or roof surfaces
Minimum 18" clearance below ventilated sofflts
Minimum 6" clearance ftom roof eaves
NOTE: Vinyl surfaces require 24"
J
K
M
Minimum 18" clearance below a veranda, porch, deck or balcony (must have two open sides)
Minimum 48" clearance from any adjacent building
Minimum 84" clearance above any grade when adjacent to public walkways or driveways
NOTE: may not be used over a walkway or driveway shared by an adjacent building
Minimum 48" clearance from any mechanical air supply inlet, 72" for Canada
Minimum 36" clearance above and 48" below and to the sides of non-mechanical air supply inlet
Minimum 36" from the area above the meter/regulator (vent outlet)
Minimum 36" from the meter/regulator (vent outlet)
Minimum 12" above the roof line (for vertical terminations)
* Note: In Canada the vent termination must be a minimum 2' (.6 M) tall and 2' (.6 M)
above any portion of the roof wlthin 10' (3 M) of the vent.
Minimum 24" horizontal clearance to any surface (such as an exterior wall) - for vertical terminations
NOTE: Measute clearances to the nearest edge of the exhaust hood.
Use the vinyl siding standoff (#1250) when installing on an exterior with vinyl siding.
Vent termination must not be located where it will become plugged by snow or olher malerial
These clearances meet UMC-1994 and the CNA/CGA-B149 code standards.
FG D,-r-rtrr
Travis lndustries 93508115 130700
Finalizing the lnstallation
! Make sure the gas control valve is "OFF" and the heater is cool prior to conducting service.
1 Remove the face and glass (see page 21)
2 Install the log set and coals (see page 22).
! We recommend you purge the gas line at this time (with the glass removed). This allows gas to be
detected once it enters the firebox, ensuring gas does not build up.
3 Replace and secure the glass and face (see page 21)
4 Turn on gas to the heater. Leak test all gas joints prior to starting the appliance. Start the pilot. Start
the main burner. Leak test all gas joints again.
5 Check the pilot flame lo make sure it looks like the illustration below. Adjust the pilot flame if necessary.
To adjustthe pilotflame, turn this screw (NOTE: if totally
unscrewed gas willcome out of this port). Clockwise
lowers the flame while counter-clockwise raises it.
The pilot fleme must contact the thermocouple and
thermopil€ (see the illustration below). Adjust the pilot up or
down as necessary.
6 Let the heater burn for thirty minutes. Adjust the air shutter, if necessary, to achieve the conect
looking flame (see the illustration below).
. The air shutter adjusts the amount of air that mixes with the gas before it exits the burner holes. lt is
used to fine-tune the flame for differences in altitude and vent confiouration.
Standard
Screwdriver
ADJUSTING THE AIR SHUTTER
Pushing to the lett gives the flame less air
(making it more orange). Pushingtothe
right gives the flame more air, maklng it
more blue. For flne adjustments use a
screwdriver to tap the air shutter.
NOTE: lf the air shuner is all the way
open, yet the Jlames remaln sooty, shul
off gas to the fireplace and contact a
qualified gas service technician.
Correct
Flames should b6 blue at the
base, yellow-orange on the top.
NOTE: The logs must be installed correctly to
monitor the flame while adjusting the air shutter.
Not Enough Air
lf the flames are over 14" tall or sooty on
the 6nds, open the air shutter-
Too Much Air
lf the flames are all blue and
short, close the air shuiter.
o
lf the vent configuration is installed incorrectly the vent may cause the flames inside the heater to lift or
"ghost" - a dangerous situation. Inspect the flames after installation to insure proper performance. lf
the vent configuration is correct, yet the flames are lifting or ghosting, shut off gas to the heater and
contact the dealer for information on remedying the problem.
Failure to properly adjust the air shutter may lead to improper combustion and a safety hazard. Consult
your dealer or installer if you suspecl an improperly
Burner Pan
The flames should burn right ofi lf the flames are liffing, yet the
the top of the burner ports (if they vent configuration is correct,
are too blue. adiust the air control). contact vour dealer.
lf the flam€s are ghosting, yet the
venl configuralion is correct,
conlact vour dealer.
Turn the flame adjust knob to its highest position - the flames should be a maximum 9" to 10" tall.
Check the flame on low position. The flames should burn off of each burner hole. lf the heater does
not work correctly, contact your dealer for a remedy.
Give this manual to the home owner and fully explain the operation of this heater.
Travis Industries 93s081 15 130700
Face and Glass Removal
! Make sure the
L9
R6rnovethe nuts
holdlng the sbve top
in place (see the
illustration be ow). Lin
the stove top off the
3/8' Nutdriver
gas control valve is "OFF" and the heater is cool prior lo conducting service.
@
handle until it
disengages. Swing
@
Insenlh6 included glass latch
tool into the hole on the glass
frarne atch. Pulllhe latch out
then up to detach h from the
glass frame,
@
Ljse bolh hands to grasp the
glass frame and Iift it up untilboth
the tabs at the bottom disengage
fiom the slotted holders. Feed
the glass frame upward to
\9
When re-installing the glass, make sure the
tat6 on the glass frame ass€mbly in3€rt
lmo the brackets on the 9tove.f=M n
ffi
Travis Industries 93508115 130700
Log Installation
! Make sure the gas control valve is "OFF" and the heater is cool prior to conducting service.
! Failure to position the parts in accordance with these diagrams or failure to use only parts specifically
approved with this appliance may result in property damage or personal injury.
NOTE: The burner must be correctly positioned. Grasp the burner, lift it up,
position the gas inlet tube over the burner tube, and slide the
burner all the way down (see page 33 for details).
Place the rear log so the pins on the
bLrner insen into the l'oles in the log.
Place the front left log so the \
pins on the burner insert into
the holes in the log. Burner
The installed log set
should look like this.
Place the front right log so
the pins on the burner insert
into the holes in the log.
Travis Industries 93 5081 I 5 130700
?t
Belpte Yq! E9gin
Warning: Read this entire manual before you use your new stove (especially the section "Safety
Precautions" on pages 2 & 3). Failure to follow the instructions may result in property
damage, bodily jnjury, or even death.
Warn ing: Do not operate appliance with the glass front removed, cracked or broken. Replacement of
the glass should be done by a licensed or qualified service person.
Location of Controls - See exDlanation below
The Pilot Flame
can be found below
the back log.
An instruction ca.d for operating
the fireDlaco is attached to the
insid€ ot the fireplace her€.
Replace it for easy fei€renc€.
Pilot lgnit6r
cas Control Knob FlamE Adjust Knob
On/Off Switch This control is used to turn the flame on and off.
Optional Blower Control This knob controls the speed of the internal convection blower that
pushes heated air into the room.
Knob This knob controls gas to lhe slove and pilot. There are three positions: ON,
OFF, and PILOT. The indicator line is to the left of the knob.
Knob This knob controls the flame height from low ("LO") to high ("Ht"). The
indicator line is above the knob.
The pilot igniter is used only to start the pilot. When pressed, il sends an
electrical charge to the pilot assembly. This creates a blue spark directly next
to the pilot, igniting the pilot flame.
? lf uslng a remote conlrol or thermoslat, the On/Off Swjtch must be lefi 'OFF". Turning the On/Off
Switch "ON" will keeo the stove on alwavs.
Gas control
Flame Adjust
Pilot lgn iter
The on/off switch and optional blower
controlare located on the back ofthe
heater.
Swing the controlcover
down to access the gas control
valve and pilot igniter.
Travis lndustries 93508115 130700
Ile#,ifrtl[-rn
Starting The Pilot Flame
The pilot flame is required to ignite the main burners
(it also plays a saf€ty role). lt should be left on
once Iit. lt will stay lit unless the gas control valve
is turned to "OFF'. However, the pilot will go out if
the gas is shut otf, the propane tank runs out (or
low) or if the stove maltunctions. lf th€ piiot turns
offfrequently, call your dealer for information. To
start the pilot follow th6 diroctions below:
WARNING:
Wh€n lighting or re-lighting tne pilot,
the glass must be removed (see page
21 ).
a Remove the glass (see page 21 for details).
b Push the gas control knob in slightly and turn it to
the "OFF" position. The knob will not tum from
"ON" to "OFF' unless the knob is deoressed
slightly. Wait five minutes to let any gas that
may have accumulated inside the flrebox
escape" lf you smell leaking gas, follow the
directions on the cover "lF YOU SMELL GAS".
c Turn the gas control knob to the "PILOT'position
and press the knob in, this will allow gas to flow lo
the pilot light. Press the red button on the pilot
igniter repeatedly until you see the pilot light.
WARNING:
lf the pilot does not light after 15
seconds, release the knob and call
your dealer for service. Do not attempt
to light pilot until service has been
performed.
NOTE:
You may wish to remove the log set to
gain a better view of the pilot {see page
221 .
d Keep the gas control knob depressed for 30
seconds once it is lit.
e Release the gas control knob. lf the pilot goes
out, repeat step C. lf the pilot retuses to stay lit,
call your dealer for service. Wth the pilot lit,
proceed to step "f'.
NOTE:
lf the gas control knob is turned to
"OFF" after the pilot has been lit for
several seconds, the knob will not turn.
This safety feature prevents gas from
entering the firebox.
f Replace the glass.
g Turn the gas control knob counter-clockwise to
"ON". The orlot is now lit and the heater can be
tumed on and off.
m€?
@ ffi eU@s
,rIE) ffi 3osecor
@ ilfiFffiffi' kli q@ -uu @
ffi'@,q6,u-{tesg VW A * uU
@
@
@
o
@
Travis Industries 93508115 130700
Starting the Stove for the First Time
Fumes from the Painted Surfaces Curing
Burn the heater at a medium setting for approximately one hour the first time. This will cure the
painted surfaces. Fumes from the paint curing and oil burning off the steel may occur. This is
normal. We recommend you open lhe window to vent the room.
Condensation
Water may appear on the glass each time you start the heater - this is normal.
Blue Flames
The flames will be blue when first started. Afier fifteen minutes the flames will turn a more realistic
yellow and orange color.
Turning the Stove On and Off
After the oilot has been started...
See the instructions included
wilh the remote for details on
operatlon.
For systems with wall
thermostats. use this switch to
control the iempeEturc (right
is hotter, left cooler). Somo
systems roquire th€ on/ofi
switch to be on,
Use this switch to
t!rn the main bumer
on and off manually-
See the instruciions
included with the
remote for changing
the baftery,
Warning: Do not place combustible items on top or directly in front of the heater, even temporarily.
The optional thermostat may start the heater causing a combustible item to ignite.
N ote : lf the heater turns on and off frequently while using the thermostat, you may want to
adjust the flame height down until it produces just enough heat needed.
Adjusting the Flame Height
+ Your stove has an adjustabie flame to tailor the look and heat output to your specific needs. lt is
adjusted by turning the middle dial on the gas control valve.
Turn counter-clockwise to adjust the flame higher, clockwise to lower.
Travis lndustries 9350811s 130700
Adjusting the Blower Speed (optional)
The blower helps hansfer the heat from the heater into the room. lt will not turn on until the heater is
up to temperature (approximately 10 minutes after starting). See the illustration below for instructions
on adjusting the blower speed.
OFF
Turn the dial all
the way counter-
clockwise until it
clicks off.
Normal Operating Sounds
HIGH
The high position is
all the way counter-
clockwise, withoui
clicking off.
LOW
Turn the dial
all the way
clockwise.
Blower
This heater uses a blower to
oush heated air into the
foom. You will hear the
sound of air movement that
increases as the sDeed is
Increased.
Pllot Flame
The pilot flame,
wntcn rematns on,
makes a very slight
"whisper'' sound.
opening up and shutting down.
The aooliance mav
-- creak with chanoe ,-.t of temperature. -
-'' THIS lS NORMAL.
i.,::.,,
...,--
".,J:
F.lower Snap Dlsk
I nts oan can
oroduce a clickino
lound as it turns-the
blower on and off.
Travis Industries 93s081 15 130700
M4lntaining Your Sfove's Appearance
Painted Surfaces
. Painted surfaces should be cleaned with a duster. lf scratches occur, lightly sand th€ ar€a with fine sandpaper.
Clean the area and, wrth the stove cool, apply one or two thin coats of stove paint to the area (mask the area to
avoid overspray). Allow the stove to dry, then turn the stove on to cure the paint (1 hour on medium).
Glass
. Clean the glass with soap and water (do nol use abrasive cleaners). To remove the glass, follow the instructions
on page 21.
Yearly Service Procedure
Failure to inspect and maintain the stove may lead to improper combustion and a potentially dangerous situation.
The following procedures must be done by a qualifled technician.
Check the pilot flame. lt should touch approximately 3/8" of the top of the thermopile and touch the top of the
thermocouple (see illustration below). lf it does not, contact your dealer for service.
Shut off gas to the stove by turning the gas control knob to "OFF" (see step A under "Starting the Pilot" on page
24). Let the stove cool for 15 minutes. Remove the face and glass (see pages 21).
Remove the log set (NOTE: the logs arc vGry fragile - see page 22). lf severely deteriorated, replace.
Check the logs for sooting. A small amount of soot along the bottom of the logs is normal. lf excessive sooting
is found, the stove will require adjustment. Contact your dealer.
Inspect the firebox for the following:. Check the burner for cracked, plugged, or deteriorated holes.. Check the frebox and area around the pllot to make sure there is no warping or damage.. lf any problem is found, discontinue use and contacl your dealer for service.
Check the walls and ceiling
of the firebox for
deterioration.
Befor€ Disassombly - Check the pilot flame.
It should touch the thermocouole and
thermooile.
Thermopile
Thermocouple
Check the burner holes
Make sure the burner is not
warped or damaged.
Replace the log set. Replace the glass (if the glass is damaged, replace it). Make sure the gasket along the
perimeter of the glass contacts the face of the fir€box and forms an air-tight seal. lf it do6s not, re-align or
replace the gasket to insure an air-tight seal. Replace the face.
Inspect the area behind the access door. Clean if necessary. Check the gas control valve and all of the gas
lines. lf any damage is found, discontinue use and contact your dealer for service.
Follow the instructions for starting the pilot and turn on the main burner. The flames should be orange/yellow and
not sooty. lf the pilot or main burners do not burn correctly, contact your dealer for service
Insp€ct the vent section. Damaged sections should be replaced. Remove any debris or veg€tation near the
vent termination. Contact your dealer if any sooting or deterioration is found near the vent termination.
Travis Industries 93508115 r 30700
Troubleshooting Table
Problem: Possible Cause: Don't Call for Service
Until You:
Pilot Will Not Light A gas shut off valve rs turned off____-_--_-_
The gas control knob isn't turned to "PlLOT"
The valve control knob isn't pushed in-.. _ _ -
The igniter wasn't pressed repeatedly____--
No ProDane in Tank
Check all gas shut off valves
See "Starting the Pilot Light' Step C
Se6 "Starting the Pilot Lighf' Step C
See "Starting the Pilot Lighf' Step C
Check Tank Level
Main Burners Will Not
Sta rt
The pilot light has gone out._.-"____
The gas control valve is turned to "PILOT" or "OFF'
The ON/OFF switch is lurned to'OFF"____--,-,___
The remote control is not working correctly....- - _
The thermostat is set too low_ _.. __ _
See "Starting the Pilot Light"
see "starting the Pilot Light"
Turn the oNloFF switch to "oN"
See th€ remote control instructions
Set thermostat to higher temperature
Remote Control
Not Work
The pilot light has gone out__ _ __ _ __ _
The gas control valve is turned to "PILOT" or "OFF'
oN/OFF switch is turned to "ON" (stove stays on).
The remote is too far away fom the slove. _ ___ __ _-
The remote control receiver is turned "Off'_ -___- _.
One of the two remote control batt€ries is dead
See "Starting the Pilot Light"
See "Starting the Pilot Light"
Turn the ON/OFF switch to "OFF
Use the remote closer to the stove
See lhe remote control instructions
Seo the remote control instructions
Does
Thermostat Does Not The pilot light has gone oul___-__-._ See "Starting the Pilot Light"
Work The gas control valve is turned to "PILOT" or"OFF' See "Starting the Pilot Light"
ON/OFF switch is turned to "ON" (stove stays on). Turn the ON/OFF switch to "OFF'
The thermostat is set too low_ __ ___ _ Set thermostat to higher temperature
Optional Blower
Not Work
The stove is not getting electricity-_
The stovo is not up to temperature. _
Check the breaker switch
see "operating Your stove"
Does
pilot Goes Out Once g The gas supply has been shut off - _ _. Keep the gas supply turned on
Month Or More
Flames Are Too Blue The stove has just been started---This is normal - see "Starting the
Slove for the First Time"
Adjust Air Shutter - conlact your
deal6r
lmproper air shutter adjustment _ _
Tum the flame height to "Hl" -
Se€ "Adjusting the Flam€ H€ighf'Flames Are Too Short (Under 5")
The flame height may be turned too low_.
Thin Layer of Soot The logs or coals are placed incorrectly..----.---- See'Log Set Installation & Removal"
Covers the Glass lmproperair shutter adjustment-.-- Adjust Air Shutter - contact your
dealer
Travis lndustries 935081 15 130700
How this Stove Works
! This stove was designed with safety as the primary concern. Many of the components inside this
stove are for safety purposes. Therefore, only certified gas service technicians should service this
stove.
What Turns the Main Burners On and Off
This stove uses a millivolt system to control its operation (a millivolt is a very small amount of electricity).
The thermopile and thermocouple generate electricity when heated by the pilot flame. This electricity
is used to operale the gas valve. Without enough eleckicity, the gas valve will not turn on. That is why
when starting the pilot the gas control knob has to be pressed in long enough for the thermocouple to
heat up and generate enough electricity. The thermopile provides power for the ON/OFF switch,
remote conlrol, or thermostat (see the illustration below). Because the thermopile generates the
electricity needed to turn the stove on and off, this stove can be operated when the power is out
(although the blower will not run).
when heated, the thermopile This electricity is
generates electricity (a very small used to operate the
amount measured in "Millivolts"). main burn€rs. Th€ main burners
are switched on and
ofi using the
electricity generated
by the thermopile.
The ON/OFF switch,
remote control, or
thermostat control
the circuit to the main
ourner.
What Prevents Gas Buildup
+ This appliance utilizes a high-technology gas valve in conjunction with a pilot flame to ensure no gas
builds uo inside the firebox.
+ The thermocouple (next to the pilot) senses when the pilot flame is lit. lf the pilot flame goes out, this
thermocouple no longer generates electricity, causing the gas valve to automatically shut off all gas to
the heater, preventing the pilot from spilling gas into the firebox.
Pilot Flame
The oilot flame is a time-oroven
component that eliminates the possibility
of gas buildup inside the firebox.
Gas Valve
This high-technology valve automatically
shuts off all gas if it does not receive a signal
from the thermocouple. lf any component is
damag€d or sensing a malfunction, or if the
wiring is damaged, it will shut off all gas.
Thermocouple Ceramic Glass
%
FffiII t
!Et E OFF
Ext€mal Shut Off Valve
This valve is placed on the gas line
to shut off gas to the applianc€
during maintenance procedures.
The thermocouple generates a small
amount of electricity. lf the pilot flame
goes out, the gas valve automatically
shuts off all oas.
The glass in your heater is the most
durabl€ glass available. lt has b€en
tested to be exiremely resistrant to
breakage from temperature changes.
Travis Industries 935081 15 130700
Wiring Diagram
Caution: Label all wires prior to disconnection when servicing controls. Wiring errors can cause
improper and dangerous operation.
Millivolt Wiring
(for gas control valve)
120 Volt Wiring
'b
Gro!nd
iattached to slove)
--J--lJ,*;, /i\l -:cas.conror I l,/:edl, -.")\l ,l W i-va've lt v,l\\irli- tl6l=
-.i ; -5"-
Optiona I Regulatof &-- Bl!.
Soienoid &- 8tu.
Replacement ?4rts l.igt
It'.ftprapt !!!!!gd! ptao to.[..
t4,i Ej tbrad)
ei
?l
gt
dt -
r*k-l ,.\ Il RheosEt Bb*tY_J,
g{owet
Snap Di6k
Caution: Use only Travis lndustries replacement parts. Do not use substitute materials.
Description Part #
Air Shutter Assemblv 93006512
Air Shutter Conkol Rod 93006514
Burner Assemblv 93006510
Bumer Mixino Tube 930065'l'1
Control Valve, Natural Gas 93006506
Control Valve. Prooane 93006507
Conversion Parts, LP s3006503
Conversion Parts, NG s3006502
Knob, for Rheostat 99300657
Loo. Left 93006901
Log, Rear 93006902
Log, Right 93006903
Loq Set 93006900
Manual. Prairie 93508115
Piezo lgniter 98900751
Requlator. Natural Gas 93006500
Regulator, Propane 93006501
Rheostat, Blower wl Off Position 93006504
Wirinq Harness 93006505
Travis Industries 9350811s 130700
The safety (listing) label is on back of the stove. A copy of the safety label is shown below.
*m:Y" AVA&ON*,Jm:-
Reoort 0.028.5.2&5
Cedilied fol USA & Canada
Tested tor Ailsl ZZ1.88b.1SSSOSA2.33' 99'Vensdcrs tirqhc0 Hentefl, CAI{8GA 2.17.t191 'Cas.tird Appliaftrs tor use High Alriudes,,
afil Ul30tbt905 "Gas Bumhg fleaing Appliarces for llanulotured tlons"
l'l[st be installed in accordrnoe nith ttle manufacure/s inshllation instructions ind all local codes, if aly il not, tollow d|rent AI{SI 2223.1,
lltPA 54 ard CGA 8149. This vented gas liruplace heater is equipped at lhe factory lor use with naual gas ll conversion b tropane (tP) fud is
desired, Ue 0ptionsl lmtory c0nv$sion kit rfirst be used. This appiance uses a millirolltype co ol systen consisting ol a gas cbntrol valvdreg.
ulato(, a sallding pilot hmer assemblt a thenn0pile, a piezo ignitor, and he oltloFF sritch. illB UMI DoES Il0T REQUIRE 110 VotT potYEn
T0 oPERATE" All exhaust gas€s mu$ be v$tcd ontside lhe suudure ol the lMng-area. Conbustion sir is drarn from odsidc tholiyin0.area
strucue This applia0ce is only l$ use with lhe type 0l gas fudicated 0n the rating plate and may be inshlled in an aftemrket, pamaiendy
located, manulacured (mobile) lmme wh$e not prohibited by local codes. See omer's nanual lor deuils, Ihis appliancc is not cohvenible foi
use with other gases, unless a certilied kit is us0d. flay bc inshlld in a bedroon - in Canada instrll trith a lishd ernostd, in the USA i $t ll
pe.localcodes.
This vqrcd gis lireplece lrcater is not for lss f,ith air lilten
{TARMNGS:
Inpropet inshllati0n, adjusttnenl, alteration, seruice or maintenance can cause injury or F0perty damage. Reler t0 he i$f$nati0n in the
owner's and installatlon manual provided with this eppliance. F0. rsistance or additional infomation consult r quamed in$.aller, ssn ics
agencl or the gas supplier.
Instellation and repair should be perf0md by a qualified sewlce person The appliance sh0uld be inspeded before use rnd aileast ennuallt
by a qualilied service prson. llore fiequent cluning nay be required wheE excessive lint lmm mrbrial like caDeting and bcddinq is fiessnl
The conuol compartflenl lhe burnet compartment and all cilculating air passagsways of the appliance must be hpt clean E I cldet at rll
times, See in$hlleton instructions accompan$ng appliance
Due t0 high tenperaturet the appliance should be located out of Uafic and away fi0m futnitufe antl drapedes.
Ihis appliance must not be connecbd to a chinney flue selicing a separate solirl fuel buming appliance.
operation of this appliance wte0 not clnneded to a properly installed and maintained venting sy$em 0r bmpcdng with tlE uo*ed ve
shutotf syshm can result in carbon monoride (Col poisoning and possible ded.h.
Uented gas fircplace heater . Itot for use with solid fud.
childten and adults should be al€rted to the harards ol high surlace tenpereture rnd shorid stay away to avoid lle$ bums fi dohing ignition,
Young children should be camfully supervired at alldmes wlren they a(e in ft same r0om as ths appliame.
CAUIION:
0o not operate ihis appliance dh glass renoved, ctacled or broken. Replaceme of the panel(sl should be done by a licensed 01 qualified
$fvice oorson.
Hot trhile in operaton. D0 not huch Ke+ childre0, cl0tling, fumiure, gasoline and other liquids having flrmmable vapon a$y.
Risft ol electical sho*. Suitch the househ0lrl breaker off or.eflove fuse befo.e seohing unit.
use Simps0n DURA.VEI{I direcl vsrt syskm (llodel GS}l0 vent Ois appliance b the efledor (dircct disdurge only withod duct connectio .
Minimum Glearances to Combustibles
Stove Top to Sidewall ...................... 9-t/"'
StoveToptoBachrall........................ 5"
StoveToDtoCornenilall..................... 5"
GlassFrontolunh..............,............... 36"
Alcove Min. Heiqht...................
Alcove Mar. Deith....................
Alcove Min Wifih
45"
47"
lnpu Rate on "Hl" (BTU/Hrl' ......
lnput Rate on "LO" (BTU/kf . . . , .
illinimumlnlet Pnssure {inches W.C) ........
iraximm hlet PressuB{ind|es Ilr.C.),.......
ilanifokl Pressure on "Hf (indles WC.) . . . . . .
This rppliance is equipped only for ahitudes $2000 fi, (0-61 0 m) in USA; in Canada, 0-4500 ft. (Gt 370 m).
Elecrical Raling: 1l5V 1.5 Amps, m Hz
t.P. t{.c.
11" 5.5"
13"
10" 3.5"
L& N.G.
3lnoo 31,gto
23,000 24,910
6qn*,{H**ffi*r.I zooo f lan. I np.. I lut. l oct.I zoot I Feb. I May I Aug. | ilw.I zooz I mar. I lun. I Sep. I Dec
Manufacture
Date:
0380
To register your TRAVIS INDUSTRIES, lNC. 7 Year Waffanty, complete the enclosed wananty c€rd and maillt within ten (10) days ofthe appliance
purchase date lo: IRAVIS INDUSTRIES. lNC., 10850 117th Place N.E., Kirkland. Washington 98033. TRAVIS INDUSTRIES, lNC. wanants lhis qas
appliance (appliance is d€fined as the equipment manufactured by Travis Industries, Inc.) to b€ defect-fre€ in matedal and workmanship to the orbiial
purchaser lrom the date of purcfiase as follows:
Yearsl&2-COVERAGE:
Burner Assembly:
Burner Pan, Mixing Tubc, Ah Shul(er Assembly, Main
Burrbr Oifice
Firebox Assemblv:
Adiustable Ar REslriclor. Pr66suro Relief Mechanisms
{drlad vcnF only). Gl,rss Atachmenl Mechanism
Gas Control Assembly
Adjugtable conlml vafue, millvall wiirE and connectors
{localed within the melal heator slructurc). thelmopile,
lhefmocouple, pilo{ hood, orili@s. pibl gas line, Feio
0nilor
Exclusions: Parnt and Gasketinq
PARTS & LABOR
ceramic Glass
Glass {break4e lrcfl ItEmalshod)
Ceramic Loos
Log Set
Electrical Assemblyi
Elower, wiing harnes9, sr€p d|scs, deostat speed conloi
Convection Heat Exchanger
Re-lnstallation Allowanc€
In cases where heater nust b€ removed flom home fr'
repaifs, a partal cost of rc-inglallat'on E covered (prc-
aullrorizal,on €oui€d)
On€-Wav Fr€ight Allowance
Oic-vv?y fi€ighl allov/soc€ on p€-€uthodzed €F€k cblE d
Years 3 THROUGH 5
Firebox Assemblv:
Adiustable Arr Reslflclor. P.essum Relief
i\,{dclbnisms (dtred venis oo{y}, Gl3ss
Atlachme Mechanism
- COVERAGE: PARTS & LABOR
One-WaLFreight Allowance
OrErray feohl allolvanc€ on preaulhorized rcpai chre al
Convection Heat Exchanger
Excluslons: Paint, Gasketing, BurnerAssembly, ElectricalAssembly, Gas Control Assembly, Ceramic Glass, Celamic Logs, Ro-lnstallation
Allowance
Years 6 & 7 - COVERAGE: PARTS ONLY
Firebox Assembly:
Mjusbblc Air Restdctor, PressLre Rel|cl Mechanrsms, Glass Attachmenl Mechanism
Excrl,sions: Paint, Gasketing, Bumer Assembly, Electrical Assembly, Gas Control Assernbly. Ceramic Glass, Ceramic Logs, Convection Heat
Exchanger, Re-lnstallation Allo,,vance, On€-Way Freight Allowance, Labor
CONDITIONS & EXCLUSIONS
.'Th|snew9sappl,ano:'nustbelnsbahedbyaquald.dg6appl9ncelechnioanllmJ9be|rE|aEd'@efaled,anomal|ndaia
Manual. Any r,lle|al.o4, willlJlabuse, ecldcnl, negl€cl, or misuse ofthe prodlct shall nullfy th's wa/ranty.
2. This wananly i9 mntrarEferabl€, and is made to lhe ORIGINAL purchaser, provided that lhe purchase \^/as made lhrough an aulhorized TMVtg deater.
3'oi9colc,ratonandsom€mimrorpa^s'on'Lonlrac1'bn'orrnovemenlo'certainpadsanJ|es|,llil1gnoisc'|s
{ys|ensLrelhe'rppl'ateisbL,n|ngaspetthe'a1ingbgat|hc|rnedi4stallat6n.ov€l\nng[opelatlonato lDswaraanlY.
4'Thewafay'asoUtlinedDh1nlhis&cUmen|doesmLa.pp]ItothechimneycomPonenlsoloth6lNon'TlaVisacceodesUsdinj
to |ne ' rlentof th|s wr'lanly. codacr yourauthoucd TRAVIS ,e(airer belore installaton.
5T'Evis|ndL6|neswi|lnotbercsponsiblefor'nadequetepcdomancecaUsedbyenv|ro,lmena|cond||orEs,Jcnasn6oyt|€€6'bui|ds'foilop3'wm'hbq
or otnef tn$uGrces rlDm mecnantar 9ystems sucn as ij.nr(es. tatE, clotres orye.s, etc
This War€nty is void il:a The un has been op€raled in atmosphercs conlamiMtad by chiorire, Il|0dne of otha( damaging cl'emhab.b. The unit is slbjeci lo silbmeGron in waler or prcbnged pErilds of dam pness or cooderrsation.
c.Anydarnascio1heunn.combL6tionchadbel'h6aleIcha.Eelololhe|componenlsdue|owater'orweathel&magewhichisthe6sUltof'blltnotlimedto'idp
Ejc|us'onsIo|lns7Yearwdrranty'ncJude'njJf'|osso|use.darrege'lai|urtofUrx|'ondLjeto'1.-4Cleot.negwn@'m6u8e'i
$anuielLrois r,Lllings of componenB, lecl\ ol proper and '€ular marnlenJnce, dam4c;ncuned whrlc lhe appliarrc $n lrarsi, alle€tioo, or acl ol God
Th;s7Yearwdfarxye.c|udes(bm4e€u3€dbynofmalr,!ealandlca''suchaspa|nld|scobra|Dnorchipp|ng'womoltolng:Bket|l€'.ondoickd&s'em
dama9etolhcun'tc€Us€obyabuse'irr'prpel|nste||,ldn.modifc€IonoIlheun.Jl||hngoftodg'q{h
ndualgasand m!61be converied lo popane using lhe iiclldcd canvemion kil. Confirm ,ucl configLrar D'r with yoorinslaller
Dam,ge|ogold'\c|el'o(brd9ssUrtaccscaL6sdbyhngerprintE'sdalche5'melbdilems'ofolherexlelna|so
o|c|eane6ol|er|handenelLlcda/coho|ongo|dolnicle|6rDtcoveiedinlhiswafanlyDa(ag6tromlheus6o|abra3ivecbafrrsonbrass'srElco\€reo|nthisw;rrary.
TMV|S|NDUsTR|Es'|Nc'isf€eo|liabihyfolanydamag6caUsedtJytheapphan@'asw)]|a3inconvenjenceexpensesandmate{iats.lickhnta|oicon$q!afti#faied@wEd
by lhis wedanly. In sa$e slales, tFe exclusion ot,rcidenlalor @nseqL€nlial damag. rnay nol apply
Thiswad.anudoesmlco!eranyiosso|damage]ncu[9d.byt!cweor.Grno€{ofanycomponefiolaPpaElLlstoolltomthegasapp|jancewitdtheexpr6sw|fe
INDUSTRIES, lNC. and bearing a TRAVIS INDUSTRIES,INC labelof approvar.
Anyslatem6nlo'rePresemaionofTMvlsprdudsandfcilpefolmandrcontain€d/nTMV|9ad!tdising'paclagin9|iteretule'orprint€dmateria|isnolpaofh
Thiswal€ntyisadornalicaltyVoideditth€applianca'sselia|iumbelhasbgenrmovedolaltc€dinanyway'lftheapplian|s6dfg6
Nodea|e|.di6lriDutor'olsimi|arpeEonhasl|Eaulholitylo€prese0torwarrantTMV|Spt!dgd3*yond$et6lfYlscobimdvlhlnthis
liabrlly for such wafianlies oa rspreserilaliorF.
Ttavi$ IndrJst((]s will m( covcr the coal of lhe removal or reinstal)ation ol heanhs, iaong, manteb, venlirE or other components.
It for any rcason any seclion of this watanty ts declared invalid, the bala^ce ol the waranly remairE in elfeci ancl all otier Cla6es shall lefilain in effect.
THIS 7 YEAR WARRANry IS THE ONLY WARMNTY SUPPLIEO BY TRAMS INDUSTRIES, INC., THE MANUFrcIURER OF THE APPLIANCE. ALL OTHER WARRANrES.
WHETHER EXPRESS OR IMPLIED, ARE HEREEY EXPRESSLY DISCI.AIMEO AND PURCHASER'S RECOURSE IS EXPRESgLY LIMITEO TO THE WARRANTIES SET FORTH
HEREIN.
IF WARRANTY SERVICE IS NEEDED:
6
7.
I
g.
10.
11.
12.
13.
15.
'16.
17.
1.
2.
3.
|fyo!disco\,etaprblemlhat}oubelleVei9cov€ledbylhiswafanty'yot,MtlsTREPoRTnbyoulTRAV|sdea|elWTH|N30DAYs.givingth€mpoofofpxcfse'theprrlcna&b.aii lhe mod6l nine and senaliumber
T6vis lrdustries has Ihe option of either repairing or replaciru the ddectivo aomponenl
|lyoUdeal€lisunabletolepa'ryo!rapphancc'sdefect,hemayploc€ssav'/EraInycb|mhoughIMV|s|N0UsTR|Es.||,|c'|ncJUdinglhena(neoftl|€deahp
apdiance'acopYdyod€c€iplsi0winothe6teoflheappl|anca'spurhase'ardllbsefia|rmb6ronr0ul.opliance.At|lEtt|me'von
prepa|d'loTMV|s|NDUsTR|Es'|Nc'7MVIs|NDUsTR|Es'|Nc..alitsopton'witllepadolrepbc€'l€eclchaEe'}ouTMVt9applianc€dEioUndt6bcd;hctiv€;nm5telloi
uor\man'h|pwithinthelimchamestaledwi|hinln|s7yealwa'rantyTMV|s|NDUsTR|Es'|Nc'wi|lretumyoUr€ppbnce.lrebh|chaiges(!Qlrs1ta5)plepabyTMV|S|NoUsTR$'
INC , to your rEqonal dlslribulor , or dealeGhp.
chec[w|thyouldBe|erinadvancefolanycos6tJyot],whenalrangingat{a.fantycall.o€ale6fgyrequlreyouiopayas€Mc€olldpchagestoranyiEd@
Travis Industries 93 s081 I 5 130700
LP Conversion lnstructions
lnstall the conversion kit prior to installing the gas line to ensure oroper gas use.
Remove the face and glass (see page 21). Remove the log set (if installed - page 221
Remove the burner (see illustration below).
Reach into the firebox and
lift the burner upwards.
Do not lift burner out by the
prns.
Pull the burner forward, out
of the firebox.This tube on the burner
inserts into this tube on the
When Installing, make sure the burner rests
on the two ledges at the sides of the firebox.
Travis Industries 935081 15 130700
3 Follow the directions below to remove the natural gas orifice. Apply thread sealant to the LP orifice ( it
has ".062'stamped on it) and tighten in place with a'112" open end wrench. Replace and secure the
mixing tube.
Remove the {our scfews
@ noning the mixing tube in
place.
1/4" Nutdriver
Remove the mixing tube
from the air shutter by
sliding it to the left.
Air Shutter
@
Slide the air shutter to the fully
open position (see page 19).
Burner Orifice
Manifold
The new LP orifice
has ".062" stamped
on it.
Use a 112" open end wrench to
unscrew the burner orifice.
1
ffi/'A \t>
/2" Wrench 6W
A>.,.,v@
Apply thread
sealant to the
new oritice and
install.
The old NG
orifice has "37'
stiamped on it.
5/16"
NOTE:
Screw the LP orifice in
so the orifice shoulder
protrudes 5116"
(indicating full insertion).
Travis Industries 93508115 1307 00
@ :;,'ffJ:'*" @ assombly. w
Remove the regulator from the front
using the new gasket and screws i
the heater is installed, gas is
@
Remove and
@
Remove and discard the
regulator, diaphram, spring
and center post.
NOTEr when re-attaching,
this pin llnes up with the
notch in the pilot hood.
of the gas control valve. Replace with the propane regulator,
ncluded with the regulator. NOTE: Leak test this area after
connected, and the main burner is lit.
NOTE: Make sure the
regulator gasket is correctly
aligned before installation.
label on top of the
control cover
near lhe gas
control valve.
4 Remove the pilot orifice following the instructions below. Replace with the propane pilot orifice. The
propane conversion kit includes pilot orifice with "35" stamped on it. Replace burner pan.
Remove the oritice and feplace wilh the LP orifice, Screw the
orifice alllhe way in and replace the pilol assembly.
Orlflce ldentflcatlon:
LP {Propane) Onfce
trqJ*
@
Place the
\ srotred \ screwdrivor \ {or T-20 Torx\\
'-, I
Travis lndustries 935081 15 --T3DTIO-
6 Make the gas line connection, bleed the gas line (if applicable), start the heater and thoroughly leak-
test all gas connections and the gas control valve. Check the pilot. Adjust if necessary.
WARNING: When lighting or re-lighting the pilot, the glass must be removed (see
Page 21)'
To adjust the pilot flame, tum this screw (NOTE: if totslly
unscrswed gas will come out of this port). Clockwise
lowers the flame while counter-clockwise raises it.
Install the log set (see page 22).
I Replace the glass and face (see page 21).
The pilqt flame must contac't the therrnocouplo and
thermopile (see the illustration b6low). Adiust the pilot up or
down as necessary.Standard
Screwdriver
Travis lndustries 935081 r 5 130700
Blower fuart # sso00r5o)
WARN ING: Turn the gas control valve to off and make sure the appliance has fully cooled prior to
conducting service.
1 Attach the two black wires at the rear right of the stove to the snap disk (orientation does not matter).
Then slide the snao disk into the holder underneath the burner Dan.
,-/ Snap Disk Bracket
(attached to stove)
Snap Dsk Wires
(Black - orientation
does noi riatter)
2 Place the blower near the rear of the stove. Attach the black and white wire to the two oosts on the
blower motor (orientation does not matter). Attach the molex connector. Slide the rubber grommets
(with spacers) over the right side of the blower mounting bracket.
Attach the blower wires (one
black, one white wire - orientation
do€s not matter).
Attach the molex connector-
I
I
Sqc)
Slide the rubber grommets (with
spacers inserled inside) onto lhe
fan mounting braGket.
DO NOT PLUG THE STOVE
IN UNTIL INSTALT.ATION IS
COMPLETE.
3 Slide the left side of the blower mounting bracket over the grommets on the left mountjng bracket
attached to the stove (see the illustration below). Then insert the stud plate through the right side
grommets and through the right mounting bracket on the stove. Secure the stud plate with the
included washers and nuts
Make su re the bracket
Left Mounting slldes Into the groove on
t'""*"t ton
'ttou"'
'--' '
the rubber grommets'
Right Mounting
Bracket (on stove)
Loosen the hvo screws holding the control
box in place. This allows access to the
back ofthe control box.
Attach the rheostat wires to the two
quick connects inside the control
box {orientation does not matter).
ffi-;;3;;,
NOTE: make sure the
fiberglass heat shield is in
place lvhen re-attaching the
control box.
/ stud Pri
-,1M./W]t,\
Blower Mounting
Open the control cover following the directions below. Remove the button plug and install the
rheostat.
Atiach the rheostat to
the control panel with
the included nut and
starwasher.
112'
Wrench
the knob. NOTE; this tab fits into the
hole on the mounting bracket.
5 Plug the blower in. Let the heater achieve operating temperature and test blower operation.
Travis Industries 93508115 130700
Fireback (Part # ss6oo22o)
WARN ING: Turn the gas control valve to off and make sure the appliance has fully cooled prior to
conducting service.
1 Betore installing, remoe the face, glass, and logs. lnstall the firebacks following the directions below.
Fireback Clip
Remove the screws at lhe
top of the firebox walls.
Place the rear fireback (it
rests on the two ledges on
each side of the firebox).
The side firebacks keeo the
rear fireback from tilting
forward.
5/16" Nutdriver
Side Fireback
Rear
Fireback
Place lhe side firebacks on
the ledges at each side of
the firebox.
Thermostat
NOTE:
WARN ING : Turn the gas control valve to off and make sure the appliance has fully cooled prior to
conducting service.
Do not connect 120 VAC to the gas control valve or wiring of this unit.
Run lhe thermostat wires
throuoh the wall fcut otl excess
wire, Ieavrng 6' oI slackj.
wire and
two posts.
1 Cut the quick-connects off of the thermostat wire. Expose a pproxim ately 114" of wire from the wires
and attach to the upper and lower terminals on the gas control valve (see the illustration below).
Thermostat
Wire
Determine a location for the thermostat that is within range of the 50' length of thermostat wire. lt
should be centralized in the room and away from the heater. The wire may be routed externally on the
wall or behind the wall (preferred).
Cut the thermostat wire so there is approximately 6" of slack (NOTE: Do not splice thermostat wires
together-this leads to too much electrical resistance). Follow the directions below to install the
thermostat.
Pullthe lhe thermostat
@
covef ofi
o
Expose 1/2" ol
atlach to these
Re-attach the cover
removed in step "a".ffiE=-
Slandard
Screwdrlv6r
4 Set the on/off switch on the stove to "Off'. lf turned to "On" the stove will remain on alwavs.
Attach the thermostat wires to
the top and bottom posts on the
oas controt vave.
Travis Industries 93508115 130700
ADDENDUM #1 CI4ss A Climney Conversion Kit
Simpson Duravent provides a conversion kit for those wishing to use an €xisting wood stove chimney to vent
this direct vent stove. The illustration below gives an overview of this type of installation. See the instructions
included with the kit for details.
Do not exceed the maximum vertical rise (see the section "Approved Vent Configurations" starting on page g)
allowable. Remember to s€t the restrictor position to the correct position (based upon the vertical rise height -
see the chart on page 10).
The conversion kit do€s not work on interior masonry
chimneys.
Chimney Conversion Kit A (# 931)
lvetalbestos 6' l.D.
Security Chimneys 6" l-D.
Jackes-Evans 6" LD,
Hart I Cooley 6" l.D.
Pro-Jet 6" 1.D.
Chimnev Conversion Kit B (# 932)
Srmpson Dura-Vent 6 1.D.
Aif-Jet 6" 1.D.
Metal-Fab 6" and 7'1.D.
Amef. MeLajs 6" & 7" l-D.
Metalbestos 7' and 8' l.D.
Jackes-Evans 7" and 8" ,.D.
Hart & CooleyT" and E' l.D.
Pro-Jet 7'and 8" LD.
Security Chimneys 8" l.O.
Chimnev Conversion Kit C (# 9331
Simpson Dura Vent 7" and 8" l.D.
American Meiajs 8' LD.AirJel8 1.D.
Mslal Fab 8" J.D.
American lvetals 8" LD.
Each Kit Contains:
Retro Connector
Retro Vertical Top
Additional Required Eouipment:
4" Flex (#711 ot U.L. 17771
Termination (#991)
Co-Axial Sections
ADDENDUM #2 Interior Masonry Chimney Conversions
Scr€w the Retro
YerltGtl Top to the Flex rrp6 ---\
Type A Chimney
fiJA98,Rt"
ffi t!Re(ro Ve(tcal Too
,.- (screw lo chimneY)
I
Cut the Fl6x PiDe to (he chimnev hdiqht
plus 3'(75'rnm)-
Screw the Retro
Conneclor to the
Fl6x Pipe
. Follow the requirements and use the
equipment listed in the illustration to
the right to install this appliance into
an interior masonry chimney.
. Maximum vertical rise is 40'
. Minimum verlical rise is 10'
. See the chart on page 12 for
determining the corect restrictor
position.
NOTE: these restrictor positions are
based uoon lab tests. The ideal
restrictor position may vary slightly.
The entire chlmnsy system
must be air-tight. Make sur€ to
seal th€ flashing, clean-out,
and thimble connection, and to
inspect the chimney.
Make sure the coaxial pipe
maintains a 1" clearance to any
€ombustible. The vent must be
sealed air-l,ghl. ----,_-\
#990 90' Elbow
Co-Axial
Straight
Lengths
#991 High
Wind
Termination
- Flashing
(induded in
t934 Masonry
ConverEion Kit
#711 Flex Liner
(4" dia.)
(or other UL 1777
Gas Liner)
Connector with
Covsr (included
in #934
Masonry
Conversion Kit
lnstallation Options ........................................... 5
Items Required for Installation............................6
Leaking Gas..... See Inst. on Cover
Listing Information ............................................3 1
Location of Controls....... ...........23
Log Set lnstallation and Removal .......................22
Maintenance.... ....... ........... ....27
Measuring Vent Lengths............. ................ .... 1 1
Noise (see Normal Operating Sounds) ...............2 6
Normal Operating Sounds......... .......... .............26
Packing List................... ...........6
Pilot Flame Inspection......... .... .. ........... .... ....23
Piping Installation (see Gas Line Install)...............9
Reslrictor Position ....................1 I
Safety Label..... ........................31
Safety Precautio ns ............ -..............................2
Starting The Pi|ot.......... ............24
Starting the Stove for the First Time........ ...........25
Thermostat Instalfation ........ .......... ........... .......41
Therfiostat Operation................. .....................25
Turning the Stove On and Off............. ...............2 5
Vent Length (see "Vent Config.")................... ".. 1 1
Vent Part Numbers . . . . . . . . . . . . . . . . . . 1 0
Vent Requirements .......................................... 1 0
Vertical Vent Termination Requirements ............1 8
Warnings.......... ........................2
Wananty........... .... ..................32
Water on Glass (see Condensation) ...................25
Weight (225 Lbs.).............................................5
What Prevents Gas Buildup..... .. .... ..................42
What Turns the Main Burners On and Off...........25
Wiring Diagram.. ........................30
Yearly Service Procedure........ ..........................27
Travis Industries 93 5081 1 5 t 30700
FRmracE
)ffnor<nwan."
35 Custom Builder
(CB) Orne/s Manual
March, 2001
Tested and Listed by
Omni-Test Laboratories, Inc.
Beareton, Oegon-Repot# (286356
Aflslz21.88, csA2.33 t\49 8, CAMCGA 2j7.t\81
' Direct Vent Fireplace
. Natural Gas or Propane
. Standard Residential
. Mobile Home Approved
nformation in these instructions are not followed exactly, a fire or
result causing property damage, personal iniury or loss of life.
- Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or
any other appliance.
WHAT TO DO IF YOU SMELL GAS . Do not try to light any appliance.. Do not touch any electrical switch; do not use any phone in your building.. lmmediately call gas supplier from a neighbor's phone. Follow the gas supplier's instructions.. lf you cannot reach your gas supplier, call the fire department.
- lnstallation and service must be performed by a qualified installer, service agency or the gas
suoplier.
This appliance may be installed as an OEM installation in a manufactured (mobile) home and
must be installed in accordance with the manufacturer's instructions and the manufactured
home construction and safety standard, Title 24 CFR, Part 3280 or Standard for Installation in
Mobile Homes, CAN/CSA 2240 MH.
This appliance is only for use with the type(s) of gas indicated on the rating plate. A conversion
kit is su with the aooliance.
f nstaf fer: After installation give this manual to the home- l1l\ Zl_- .r.- h ownerandexprainoperarionofthisfireprac". tnllffdvrt t.N#y'/Sfn8f'rhtr'
$10.00 @ Copyright 2000, T.l. Part # 93508116
-
10850 llTth Place N.E. Klrkland, WA 98033
. IF YOU SMELL GAS:
n Do not light any appliance
* Extinguish any open flame
* Do not touch any electrical
* Open windows and vacate
switch or plug or unplug anything
building
'Call gas supplier from neighbor's house, if not reached, call fire
d epa rtme nt
. This unit must be installed by a qualified installer to prevent the possibility of an explosion. Your dealer will know the requirements in your area and can inform you of those people considered qualified. The
fireplace should be inspected before use and at least annually by a
qualified service person. More frequent cleaning may be required due
to excessive lint from carpeting, bedding material, etc.
. The instructions in this manual must be strictly adhered to. Do not use makeshift
methods or compromise in the installation. lmproper installation will void the warranty anc
safety listing.
Look for this label:
For l.PG only I Pout lI" W.C,
This fireplace is either approved for natural
gas (NG) or for propane (LP or LPG).
Burning the incorrect fuel will void the
warranty and safety listing and may cause
an extreme safety hazard. Direct
questions about the type of fuel used to
your dealer. Check for the label shown to
the right.
lf the label is present, the
heater is equipped for LP
(propane). lf the label is
absent, the heater is equipped
for NG (natural gas).
. Contact your local building
ofiicials to obtain a oermit
and informalion on any
instal lation restrictions or
inspection requirements in
your area. Notify your
insurance company of this
fireplace as well.
. lt is imoerative that control
compartments, screens, or
circulating air passageways
of the fireplace be kept
clean and free of
obstructions. These areas
provide the air necessary for
safe oDeration.
. Do not store or use gasoline
or other flammable liouids in
the vicinity of this fireplace.
. lf the flame becomes sooty,
dark orange in color, or
extremely tall, do not
operate the fireplace. Call
youi dealer and arrange for
proper servicing.
Do not operate the fireplace
if it is not operating properly
in any fashion or if you are
uncertain. Call your dealer
for a full explanation of your
fireplace and what to expecl
Do not use this appliance if
any part has been under
water. lmmediately call a
qualified service technician
to inspect the appliance anc
to rcplace any part of the
control system and any gas
control which has been
under water.
Travis Industries 935081 16 031 000
Do not place clothing or
other flammable items on or
near the fireplace. Because
this fireolace can be
controlled by a thermostat
there rs a possibility of the
fireplace turning on and
igniting any items placed on
or near it.
The viewing glass should be
opened only for lighting the
pilot or conducting service.
Any safety screen or guard
removed for servicing must
be replaced prior to
operating the fireplace.
Do not oDerate with the
glass removed or damaged.
Operate the fireplace
according to the instructions
included in this manual.
lf the main burners do not
start correctly turn the gas
off at the gas control valve
and call your dealer for
servtce.
This unit is not for use with
solid fuel
Do not place anything inside
the firebox (except the
included fiber logs).
lf the fiber logs become
damaged, replace with
Travis Industries log set.
Do not touch the hot
surfaces of the fireolace.
Educate all children of the
danger of a high-
temperature fireplace.
Young children should be
supervised when they are in
the same room as the
fireplace.
Inslruct everyone in the
house how to shut gas off to
the appliance and at the gas
main shutoff valve. The gas
main shutoff valve is usually
next to the gas meter or
propane tank and requires a
wrench to shut off.
Light the fireplace using the
built-in piezo igniter. Do nol
use matches or any other
external device to light your
fireolace.
Never remove, replace,
mod ifi/ or substitute any pan
of the fireplace unless
instructions are given in this
manual. All other work must
be done by a trained
technician. Don't modiry or
replace orifices.
Allow the fireolace to cool
before carrying out any
maintenance or cleaning.
The pilot flame must conlacl
the thermopile and
thermocouple (see the
illustration to the left). lf it
does not, turn the gas
control valve to "OFF" and
call your dealer.
Do not throw this manual
away. This manual has
important operating and
maintenance instruclions
that you will need at a later
time. Always follow the
instructions in this manual.
Keeo all furniture or other
combustible items at least
36" away from the front of
the fireplace (this includes
drapes or doors that may
swing within 36" of the front
of the fireplace).
. Travis Industries, Inc.
grants no warranty,
implied or stated, for
the installation or
maintenance of your
fireplace, and assumes
no responsibility of anl
consequential
damage(s).
Travis Industries 935081 16 031 000
Introduction
Introduction & lmDortant
Safety Precautlons
Safety Precautions ...................-..................2
Features & Specifications
Featur6s........... .................5
Installation Ootions...................................... 5
Heating Specifi cations..................................5
Dimensions........ . . . . . . . . . . . . . . . . . 5
Installation
Installation Warnin9...................................... 6
Packing 1ist."..... .................6
Additional ltems Reauired for Installation..........6
lnstallation Overview.................................... 6
Fireplace Placement Requiremenls..... .............7
Minimum Framing Dimensions ....................7
Clearances........ ..........-,7
Corner Insta||ations ................................. I
Raised Fireplaces ............8
Hearth Requirements....................................9
Facing Requirements.................................... 1 0
Facing Detail for 35 CB Faces......................... 1 1
Facing Detail for 36 DV Fa6es . . . . . . . . . . . . . . . ..........12
Face Installation - 35 CB Face . . . . . . . . . . . . . . . . . . . . . . . . 1 3
Face lnstallation & Sizing - 36 OV Face.............14
Mantel Requirements.................................... 1 5
Vent Requirements.........,............................. 1 6
Altitude Considerations ............................ 1 6
Clearances . . . . . . . . . . . . . . . . . . . . 1 6
Part Numbers (6-5/8" Dia. Vent).................. 16
Vent Installation.. ............17
Approved Vent Configurations.................. "..... 1 8
Restrictor Position................................... 1 8
Elbows.............. ............18
Measuring Vent Lengths........................... 1 8
Vertical Term. 0, 2, or 4 45" Offsets.............19
Horizontal Term. with One Elbow................. 20
Vertical Term. with Two Elbows..... .......,......21
Vent Termination Reouiremenls.... ...........,...--.22
Gas Line Requirements............................ ".... 23
Fue|.................. ............23
Gas Line Connection................................23
Gas Inlet Pressure ..........23
Finalizinq the Installation
Glass Removal (& installation).... ....................24
Log Installetion... .................25
Leak Test.......... .................26
Pilot Adjustment (if nec€ssary)....,..................26
Air Shutter Adiustment (if n6cessary)...............26
Check Flame...... .................27
Explain Operation to Home-Owner. - .................27
Ooeration
Before You Begin.........................................28
Location of Controls .....................................28
Starting The Pi|ot.........................................29
Starting the Fireplace for the First Time.............30
Turning the Fireplace On and Off.....................30
Adjusting the Flame Height.............................30
Adjusting the Blower Speed............................ 31
Normal Operating Sounds..............................31
Maintenance
Maintaining Your Fireplace's Appearance..........32
Yearfy SeNice Procedure.......... ....................32
Troubleshooting Tab|e...................................33
How this Fireolace Works............... -...............34
What Tums the Main Bumers On and Off......34
What Prevents cas Builduo......................-34
Wring Diagram ....................35
Replacement Parts List.............................,...35
Safety Label
Safety (Listing) labe|....................................36
Warranty
Warranty........... .................37
Optional Equipment
LP Conversion Kit ............................,........... 38
Thermostat........ .................42
Remote Control Thermostat............................43
Blower.............. .................43
Index
Index................ .................46
Travis lndustries 935081 16 031 000
Featu res:
- Wo*s During Power Outages (millivolt system)- High Efficiency
- Optional Thermostat or Remote Control - Realistic "Wood Fire" Look - Optional Blower for Heat Distnbution - Convenient Operating Controls
- Variable-Rate Heat Outout
- Low l/aintenance
Installation Options:
- Residential or Mobile Hom€
- Straight or Corner Placement
- Flush or Recessed Fac€
- Raised or Floor Hearth
- Intemal or External Chase
- Horizontal or Vertical Vent
Heating Soecifications:
Approximate Heating Capacity (in square feet)*
BTU Input Per Hour (from high to low)
Efficiency'-
AFUE (Annual Fuel Utilization Efficiency)
Dimensionsr
Welght: 250 Lbs.
1/2" Stand offs
Natural Gas
400 to 1,350
24,000 to 14,342
76.7
a7q
Propane
400 to 1 ,350
24,000 to 13,708
78.6
68.6 . Heating capacity will vary with floor plan, insulation, and outside temperature.
.. Efficiency rating is a product thermal efficiency rating determined under conlinuous operation independent of
installed system.
Make sure to bend lhis heat shield up (it
must be perpendicular to the floor).
Vent has
externalr
of 6-5/8'
,t\\\
Travis Industries 935081 16 03r 000
Installation Warnin
Failure to follow all of the requirements may result in property damage, bodily
injury, or even death.
This fireplace must be installed by a qualified installer who has gone through a
training program for the installation of direct vent gas appliances.
This appliance must be installed in accordance with all local codes, if any; if not, in
u.S.A. follow ANSI 2223.1 and NFPA 54(88), in Canada follow 8.149.
In Manufactured or Mobile Homes must conform with: In USA, Manufactured Home
Construction and Safety Standard, Title 24 CFR, Part 3280; In Canada, CSA Z,240.4
and cas-Equipped Recreational Vehicles and Mobile Housing. This appliance may
be installed in Manufactured Housing only after the home is site located.
The 35 CB is designed to operate on natural gas or propane (LP).
All exhaust gases must be vented outside the structure of the living-area.
Combustion air is drawn from outside the living.area structure.
Notify your insurance company before hooking up this fireplace.
The requirements listed below are divided into sections. All requirements must be
met simultaneously. The order of installation is not rigid - the qualified installer
should follow the procedure best suited for the installation.
Packing List Additional ltems Required
. Propane Conversion Kit . Log Set (Log Set, Coals, & Glowing Embers). Flex Tube with Pipe Adapter . Glass Latch Tool (to unlatch glass frame). Black 35 CB Face (with touch-up paint). Cove Covers
lnstallation Overview
Direct Vent (Simpson Dura-Vent Ph. # 800 8354429)
Gas Line Equipment (shutoff valve, pipe, etc.)
Electrical Equipment (min. '18 gauge, grounded line)
See lhe
sedlon
"Acceptable
Venl Lenglhs"
// l\
The fireplace enclosurc
must not be less than
42" above the base of
the fireplace.
lf using a remote
control or thermostat,
route the wire io a
location near the gas ,-
line (include an extra 3'
length for hookup).
Route the electrical line to a
position at the left front of
the fireplace.
Fireplace Placement Requirements
Minimum Framing Dimensions
f he 112" stand-offs along the sides and back, and the 2-112" stand-offs on top of the fireplace
separate the fireplace from combustible materials (e.9.: combustible framing members, plywood,
sheetrock, paper-backed insulation). The stand-offs may contact the framing members but no material
may be placed between the stand-offs.
This fireplace may be placed in a bedroom. Please be aware of the large amount of heat this appliance
oroduces when determinino a location.
3S-7
With an elbow directly off the top of the
fireplace, the vent is centerd 36" above
the base of the fireplace.
Wall Thimble (required when
passing through a wall)
Gas line (3/8" M.P.T. or 'l12" F.P.T.)
should be routed 4-1l2" behind the
--ts framing opening and 3-1/4" above the
base of the fireplace on the right side
(see "Gas Line Connection" for
details).
. Fireplace must be installed on a level surface capable of supporting the fireplace and vent
. Fireplace must be placed directly on wood or non-combustible surface (not on linoleum or carpet)
. Due to the high temperature of the fireplace, it should be located out of traffic and away from furniture
and draperies.
Clearances
. When installed, walls in ftont of the fireplace must be a minimum 8-112" to the side of the fireolace
facing (drywall standoff).
. Fireplace must be placed so that no mmbustibles are within, or can swing within 36" of the front of the
fireplace (e.9. drapes, doors)
. Fireplace must be placed so the venls below and above the glass do nol bemme blocked
t8"
\_.-'.
Travis Industries 935081 16 031 000
Corner lnstallations
A typical 45" installation uses the minimum framing dimensions shown in the illustration below (NOTE:
all clearances still apply).
Raised Fireplaces
. The fireplace (and hearth, if desired) may be placed on a platform designed to su
(approximately 300 Lbs.) and vent.
. The fireplace may not be raised so as to place the base of the fireplace within 42"
reduce the fireolace enclosure to less than 42".
pport the fireplace
of ceiling or to
H INT:
H INT:
Hearth Requirements
. The fireolace must be placed on a wood or non-combustible sub-floor.
. No hearth is required.
N OTE: Carpeting or other floor covering (e.9. linoleum, wood flooring) must not protrude 314" above
the base of the fireplace. The fireplace must be raised to accommodate any flooring thicker
than 3/4".
We strongly suggest using a tile or non-combustible hearth in front of the fireplace. This
protects the area in front of the fireplace from heat dis-coloration or off-gassing. Travis
Industries can not be responsible for floor discoloration in front of the fireplace.
lf uslng a 36-DV Face, please be aware that a 1-1l8" gap will appear below the face. We
suggest a non-combustible hearth in front of the face to conceal this area.
Carpeting or other floor covering
(e.9. linoleum, wood flooring) must
not orotrude 3/4" above the base of
the fireplace. The flreplace must be
raised to accommodate any flooring
thicker than 3/4"
Maximum 3/4"
Travis Industries 93 5081 1 6 031000
Facing Requirements
. Drpvall may be butted up to the drywall standoff.
N O T E: Drywall or other combustibles may not be placed over the drywall standoff.
N OTE: No drywall or other combustible may protrude farther than 3/4" in front of the drywall standoff.
Any material that protrudes 3/4" or more trom the drywali standoff must meet the mantel
clearance (if located above the fireplace) or sidewall clearance (if located to the side of the
fireplace.
H lN T: Holes are provided in the drywall standoff to attach the standoff to the framing members. This
stabilizes the standoff and allows the drywall to be anchored to the framing members.
Framing
No drywall or other combustible material
may protrude farther than 3/4" in fmnt of
the drywall standoff. Any material that
protrudes 3/4'' or more from the drywall
standoff must meet the mantel clearance
(if located above the fireplace) or
sidewall clearance (if loc.\ed to the sid€\
of the fr€olace. \'\\
Maximum 3/4"
Use the holes in the drywall standotf lo
secure the standoff to the framina.
NOTE:Mask off the front of the fireplace to keep drywall dust from entering the fireplace. These
particles, when heated, may cause odors or cause other problems.
Travis Industries 93 5081 1 6 031 000
Faql4gDetail for 35 CB Face
Flush Facinq - Top View
Orywall Standoff
Tile Facinq - Top View
Flano€ on Frarnhg
Drywall Flange on
Drywall
Slandotl
12 Drywall
1t2" Orywzll
NOTE:Th€ framing musl line up wilh th€flange on the dr}1l/all
standoff - lhis providos slaibility for th€ slandoffand the drywall.
31-1
DIMENSIONS OF
ORYWALL STANDOFF;
st- -'4,ao-i,a:,
Recesaed Tile Facinq - Too View
DrywallStandoff
Travis Industries 935081 16 031000
Faci Detail for 36 DV Faces
Tile Facinq - Top View
I'IOTE: The press-nut on
the mounting bEcket
prottudes behind the
b.acket and interfeaes
with tile placement.
36 OV Face
!gIE: The framing must line up with the llange on the drywall
standoff this provides staibitity for the standoffandth6 drywall.
114" to 3/4'
{adjustable)
Do not tuck til€ into the l/8'air
space below the access door. This
spac€ is roquired to open the
access doof,
'l12" D.ywall
Facing Cover see the section
" Fece Inslallation & Si.ing
36 DV Fac€s' for deteils.
1,1,1119,3'# 0,u",""'
tile thickn€ss€s)
We recommend placing a 7/Sthick headh
in fmnt ofthe f€ce tic concealthis opening.
Face lnstallation - 35 CB Face
t\
r, 4bQ :trgJ:f; :3f.? ln?"i"0",*ff"Ti?,H
1,, |.ry drywall standoff.
Secure the face with these two screws
screws are attached to the fireplace).
(the
935081 16 Travis Industries 031 000
Face lnstallation & Sizing - 36 DV Faces (requires part # 9BS00SJ6)
St6ps for installinq 36 DV Facos
', With the fireplace in place, install the tile stop for the type of face used (see
illustration to th€ right) - included with kit # 98500536.
lnstall the face mounting brackets (included with kit # 98500536).
Install the tile (or other non-cDmbustible facin). Make sure tile does not interfere
with the press-nuts on back ofthe mounting brackets (see pag€ 12).
Slide the mounting brackets allthe way back against the facing.
Install the face using the instructions included with the face, disregarding any
bracket instructions. Refer to the illustration of the bracket (b€low right) to
determine the correct hole or slot for attachino the face to the brackets.
b)
o)
,/
The til€ st6s
attach to
these holes .-.t
(EF::
1/4" Nutdriver
Rioht Side Face
Md'unting Bracket
Classlc Arched (Gold, Black, or A Ban.)
Dstail of Mountlng Bracket
These holes in the mounting brackets are
slotted to allow for different thicknesses of til6
{or oth€r non-combustibl€ facing).
Reclanqular
Bevel Faces
Classic Arched
Faces (except
amsan)
Arch itec-tural
Faces
Artisan Faces
Travis Industries 93508116 031 000
Mantel Requirements
Any combustible material above the face must not protrude more than 3/4". lf it does, it is considered
a mantel and must meet the mantel reouirements listed below.
(from base of fireplace)
Travis Industries 935081 16 031000
Vent \eqglrements
! The vent must maintain the required clearance to combustible materials to prevent a fire (see
"Clearances" below). Do not fill air spaces with insulation.
! The gas appliance and vent system must be vented directly to the outside of the building, and never
be attached to a chimney serving a separate solid fuel or gas-burning appliance. Each direct vent gas
appliance must use it's own separate vent system.
Altitude Considerations
This fireplace has been tested at altitudes ranging from sea level to 8,000 feet (2,400 M). In this testing we have
found that the fireplace, with its standard orifice, burns correctly with just an air shutter adjustment.
I Failure to adjust the air shutter properly may lead to improper combustion which can create a safety hazard.
Consult your dealer or inslaller if you suspect an improperly adjusted air shutter.
Clearances
2-1t2" 1'Clearance Clearance
When using an elbow directlv off the top of the fireDlace, the
following requirements applv:
. A wall thimble is required when the vent passes through the
first wall (frame 9" tall by 10" wide).
. Minimum 2-112" clea?nce above the vent before the wall
thimbl€ (1" clearance to the sides and bottom of the vent).
. Mimimum l" clearance (in all directions) to the vent afier the
thimble.
1" Clearance
With vertical vent (or a 45' offset) directlv off th top of the
fireplace, the followinq requirements applv:
. Firestops or other non-combustible means of support may
b€ used when passing through a wall
. Mimimum 1" clearance (in all directions) to the vent.
Vent Part Numbers
. Use Model GS Direct Vent manufactured by Simpson Dura-Vent only. Follow the installation
instructions included with the vent. For the nearest Simpson Dura-Vent supplier, call (800) 835-4429.
Vent part numbers and descriotions are listed below.
Straight Lengths
9088 6'Pip€ L6nglh, Black (interior)
9078 9" Pipo Length, Black (int€rior)
906 12" Pipe Lenglh, calvanized
9068 12" Pipe L€ngth, Black (inl6rior)
904 24" Pipe Length, Galvanized
9O4B 24" Pip6 Length, BJeck Unlatiot)903 36" Prpe Lenglh, Galvanizod
S03B 36' Pipe Longth, Black (interior)
902 48" Pip€ Lsnglh, Galvanized
9028 4a" Pipe L€ngth, Black (lnle.iof)
911B 11" tq 14 5/8" Adjustable, Black (intefio.)
Vent Terminations
9E'1 Snork€l T€rmrnation (36" rise)
(for basement or raisad
termination inslallations)942 Snorkel T€rmtnatron (14" nso)
flor basem6nl or raisa#
i€f minalion installations)944 Horizonlal SQuare T€rminalion 950 Vinyl Siding Stand,olf 991 High Wind Vertical
T€rminalion
Elbows
990 90' Elbow 9908 90' Elbow, Btack (interior)
Penetration, Support
542 Wall Thimble 941 Calhedral Coiling Suppod Box 943 Flashing, 0/12 to 6/12 Roof Pilch 9435 Flashing, 7112 lo '12112 Rool Pttch 953 Storm Collar 963 C€iling Fife-slop 988 Wall Strap
Travis Industries 93508116 031 000
Vent Installation
. In addition to the requirements below, follow the requirements provided with the vent.
Verlical Termination
Use a roof flashing and storm collar
when6ver passing through the roof
Use a fireslop whenever
passing through a cei,ing
Vertical Vent
Requirements
Horizontal Vent
Requirements
Maintain a minimum 1"
clearance from vent to
any combustlble Minimum traming
for fire stop
Use a support box
on exposed vent
UEe a wall thimble
whenever passrng
through a watl
F
Minimum
Framjng
10" \lz ,---j
Maintain a minimum l" clearance 1z-ltz"- /.<-Horizontal Terminaiion
in some cases . see "Clearances") from
vent to any combustible
Apply high{emperature silicone to the inner and outer pipe before assembling the sections (on the
male, upper section). This seals the inner pipe ftom lhe outer pipe. Slide the sections together and
turn 1/4 turn until the sections lock in place. Install three metal screws through each joint to lock the
outer section in place (see the instructions included with the vent for further details).
Apply a l/8" (3 mm)
bea.l ofhlgh.
tsnpomturs silicone
to the inner rnd
ouler Pipo. nro
lhs innor pipe fiorn
the oubr pipa.
. Horizontal sections require a 1/4" rise every 12" of travel
. Horizontal sections require non-combustible support every three feet (e.9.: plumbing tape)
Travis Industries 93508116 031000
Approveg! Vent Configurations
Restrictor Position
. A vent and intake restrictor is built into the appliance to adjust the flow rate of exhaust gases.
Depending upon the vent configuration, you may be required to adjust the restrictor position. The
charts for acceptable vent configurations detail the correct vent restrictor position.
TO CHA r{GE T llt RESr RTCTOR (boln i.t!t. a mt r.akicto. nu st b. st ro rh. cn.ct F.r!on):ItFsdelhcEli-
4 R€m ove lhc lwo sseB hordnO rhe vent .6hcrd plale.
3) t6ove tbe @1 rcslrizbr p,€le so lhe clr.ecl fde ,ins up wjth lhe holes i, rhn bact ot the fr.box
4) Reprace the lw. wews. R€prac€ lhe baille
5) Remove ihe rwo sews hordin! lhe irnake restndor plrle
6) rvo@ fie Lnlakr €sr.tr)tDr pr6le e lh6 corecl hire rina. up wlf' rhe hole3 in be bact oi rhe trebox.n Re)hcalhe rwo se*s
VENT RESTRICTOR
The reslriclo. i3 siigped
The re3siclor i3 shlppcd
€e.<
Elbows
See the venl
configurations for
details on how
many elDows may
be used and in
what manner.
Measuring Vent
Lengths
Vent Height is calculated to
lhe top of the venl on
horizontal terminations and
to lhe top of the iermination
on vedical teminations.
Elbows add 3" to
the length ofthe
Vent sections ovedap each
other by 1.12"
8</4' wlde wlth
1-1/? to 348' ot
,,/l
ffi
I
alc,)
I
Vertical Terminations with Zero, Two, or Four 45o Offsets
The termination must fallwithin the shaded area shown in the
chart. Use the indicated restrictor oosition.
Zero Offsets Two 45o Offsets
o€
tttttttrtl
rtttttttt I
Offset Length
None
1' S€ction
2' Section
3' Section
4' Section
30 feel
-
Hor. Offset
5'
1'
1'9'
2', 5"
3',2
Vert. Rise
1'
1' 7"
2' 4"
3' 8"
Four 45o Offsets
5gli
,r') : -,:tttttttttttl ttrltttttttl
40'(max; -
Restrictor
40'(max)
--40'(max)
20 feet -
25 feel
-
35leet -
30 f€€t -
20 feet -
15 f€el -
10 feet -
5 feel -
- 35 feel
- 30 fe€t
- 25 feet
- 20 feet
- 15 tst
- 10leel
- 5 feet
0 l€et -, Ior"r-
I
iD?
E
lltllrl ttttttl
EE
|r)o
' r-Oleel
tl
i)?
E
Restdc'tor
Position # 7
-
Travis lndustries 9350E1 16 031000
Horizontal Terminations with One Elbow
The termination must fall within the shaded area shown in the chart. Use the indicated restrictor position.
66F?.8,98-a o ro 3 Str
l||l|||l
10 feet
-(max)
5 feet
-
-
10 feet
(max)
-
5 feet
-
0 feet 0 feet -
x o
E
ttttl ttttl ttttl
oc)oo
ON l- r-
ttl ttl ttl
6
.(I)
rr)
tl
o .o
tl
NOTE:
lf an elbow is used directly off the fireplace, a 2-112"
clearance above the vent is required.
NOTE:
Horizontal sections require a 1/4" rise
every 12" of travel.
Travis Industries 935081 16 031000
Ve ftia I Te rminatbns with Two 90' Elbows
The termination must fall within the shaded area shown in the chart. Use the indicated restrictor
DOSition.
40' (max)
-
35 feet
-
Is8ge*r N dt9 lllllllllllltttrrtrrrrrrrl rrtrrttl'trlltttltltltllll
30 feet
--
30 feet
-
25 feet 25 feet
-
15 feet
-
'10 feet
-
-
20 feet
-
tS t""t
-
tO i""t
- u **,
NOTE:
A min. 10' of vortical vent
must be used.
NOIE;
Horizontal sections lequire a 1/4'aise
every 12' o[ travel.
li t t | | | | I I r I I | | | | | | | I | | | | t-'reet 4-s66667 eegeeeF arrlorrlo,oE (\ C\
Termination R uirements see the illustration below
! Venting terminals shall not be recessed into a wall or siding.
A Minimum 9" clearance from any door or wrndow
B Minimum '12" above any grade, veranda, porch, deck or balcony
C Minimum 12" from outside corner walls
D Minimum 12" from inside corner walls
E Minimum 1 1" clearance below unventilated soffits or roof surfaces
Minimum 18" clearance below ventilated soffits
Mrnimum 6" clearance ftom roof eaves
NOTE: Vinyl surfaces require 24"
Minimum 18" clearance below a veranda, porch, deck or balcony (must have two open sides)
Minimum 48" clearance ftom any adjacent building
Mrnimum 84" clearance above any grade when adjacent to public walkways or driveways
NOTE: may not be used over a walkway or driveway shared by an adjacent building
Minimum 48" clearance from any mechanical air supply inlet,72" for Canada
Minjmum 36" clearance above and 48" below and to the sides of non-mechanical air supply inlet
Minimum 36" from the area above the meter/regulator (vent outlet)
Minimum 36" from the meter/regulator (vent outlet)
Minimum 12" above the roof line (for vertical terminations)
*Note: In Canada the vent termination must be a minimum 2'(.6 M) tall and 2'(.6 M)
above any portion of the roof within 10'(3 M) of the vent.
Minimum 24" notizonlal clearance to any surface (such as an exterior wall) - for vertical terminations
F
H
I
J
K
L
M
NOTE: Measure clearances to the nearest edge of the exhaust hood.
Use the vinyl siding standoff (#1250) when installing on an exterior with vinyl siding.
Vent termination must not be located where it will bocome plugged by snow or other malerial
These clearances meet UMC-1994 and the CNA'/CGA-B149 code standards.
W fr
m.
Gas Line Requirements
! The gas line must be installed in accordance with all local codes, if any; if not, follow ANSI223.1 and
the requirements listed below.
! The fireplace and gas control valve must be disconnected from the gas supply piping during any
pressure testing ofthat system at test pressures in excess of 1/2 psig. For pressures under 1/2 psig,
isolate the gas supply piping by closing the manual shutoff valve.
! Leak test all gas line joints and the gas control valve prior to and afier starting the fireplace.
Fu el
. This fireplace is designed either for natural gas or for propane (but not for both). Check the
sticker on the top of the gas control valve to make sure the conect fuel is used.
Gas Line Connection
. A manual shutoff valve is required within 3' of the fireplace. It should be placed upstream of
the flex line (ifused) and may be installed behind the acccss door inside the fireplace.
A 3" wide by 2" tall access hole is locat€d
3- 1/4" above the base of the fireolace and
is centered 5" behind the faceDlate.
A shutoffvalve may be
placed within the fireplace
Gas Control Valve 3/8" M.P.T to 1/2" O.D. Fitting
(Factory installed)
--oR-
@
.-oR-I
I
The included
fitting accepts a
3/8" M.P.T. or
1t2" F.P.r.
F 10" Flex Tube
(shipped with the fireplace -
min. bending radius is 3/4")
Gas lnlet Pressure:
Standard Inout Pressure
Nalural Gas 7',W.c. (1.74kPA)
Propane 1 1" W.C. (2.73 kPA)
. lf the pressure is not sufficient, make sure the piping used is large enough, the supply regulator is
adequately adjusted, and the total gas load for the residence does not exceed the amount supplied.
. The supply regulator (the regulator thal attaches directly to the residence inlet or to the propane tank)
should supply gas at the suggested input pressure listed above. Contact the local gas supplier if the
regulator is at an improper pressure.
Travis Industries 935081 15 031000
Remove the face (see page 13 or 14). Remove the glass assembly following the directions below.
Warning: The appliance must be completely cool before removing the glass.
Warning: To prevent damage, do not abuse, strike, or slam the glass frame.
Note on Arch Covers (both sides)
The arch
covers
(included in
ownefs pack)
block lightfrom
exitlng the scroll
work on arched
After replaclng the
glass frame, hang the
arch covers over the glass
frame before attachino the face.
Swing the glass frame outwards then lift the it
up and off the tabs at the top of the fir€box.
The glass
frame hangs
on tabs
above the
firebox.
Insert the included
glass latch tool into
the hole on the
glass frame latch.
Pull the latch out then
down to detach it from
the glass irame.
Glass Rsplacement
Hang the glass assembly on the tabs at the top of the
firebox. Secure the glass trame with the latches.
Travis Industries 93508116 03100 0
? lf converting this unit to propane, do so nou, (see the instructions on page 38).
? lf installing the fireback, do so now (see the instructions on page 41)
2 lnstall the log set, kibbles, and glowing embers (see the instructions included with the embers).
Warning: Failure to position the parts in accordance with these diagrams or failure to use only parts
specifically approved with this appliance may result in property damage or personal injury.
Place the rear lo9 at the back
of the burner pan.
Place the front logs in place.
Note how they do not til
directly over the burner holesa--
The loqs should look like
thls when in place,
Place the €mbers on this ledge at the
front of the flrebox . Oo not placethe
embers ovet the burner holes.
Travis Industries 935081 16 031000
! We recommend you purge the gas line at this time (with the glass removed). This allows gas to be
detected once it enters the firebox, ensuring gas does not build up.
3 Turn on the gas to the fireplace. Turn on gas to the fireplace. Leak test all gas joints prior to starting
the appliance. Start the pilot (see page 29). Start the main burner. Leak test all gas joints again.
4 Replace the glass frame.
5 Check the pilot flame to make sure it looks like the illustration below. Adjust the pilot flame if
necessarv.
To adjust the pilot flam€, tum this screw (NOTE: if totally
unscrewed gas willcome out ofthis port). Clockwise
lowers the llame while counter-clockwise raises it.
The pilotflame must contact the thermocouple and
thermopile (see the illustratbn below). Adjust the pilot up or
down as nec,essary.
6 Let the fireplace burn for fifteen minutes. Adjust the rear air shutter, if necessary, to achieve the
correct looking flame (see the illustration below).
. The air shutter adjusts the amount of air that mixes with the gas before it exits the burner holes. ll is
used to fine-tune the flame for differences in altitude and vent confiouration.
Standard
Screwdriver
ADJUSTING THE AIR SHUTTER
Pushing to the left gives the flame less air
{making lt more orange). Pushjng to the
right glves the flame more air, making it
more blue. Forfine adjustments use a
screwdriver to tap the air shutter.
NOTE: lf the air shutter is all the way
open, yet the tlames femain sooty, shut
off gas to th€ flreplace and contact a
qualified gas service technician.
Correct
Flames should be blue at the
base, yellow-orange on the top.
NOTE: The logs must be lnstall€d correctly to
monltor the flame while adjusting the air shufter.
lf the air shutter is in its fully open position, yet the flames remain sooty,
and contact your Travis Industries Dealer for a remedy.
lt the tlames are ovef 14" tall or sooty on
the ends, open the air shutter.
Too Much Air
lf the tlames are all blue and
short, clos€ the air shutter.
shut off gas to the fireplace
Not Enough Air
Travis Industries 935081 16 031000
lf the vent configuration is installed incorrectly the vent may cause the flames inside the fireplace to lift
or "ghost" - a dangerous situation. Inspect the flames after installation to insure proper performance.
lf the vent configuration is correct, yet the flames are lifiing or ghosting, shut off gas to the fireplace
and contact the dealer for information on remedying the problem.
This fireplace has been tested at altitudes up to 8,000 feet. In this testing we have found that the
fireplace, with its standard orifice, burns correctly with just an air shutter adjustment. lf local codes
require resizing the orifice, in the U.S.A. refer to ANSI 223.1, Appendix P, in Canada B-149.1 or B-
149.2
Failure to properly adjust the air shutter may lead to improper combustion and a
safety hazard. Consult your dealer or installer if you suspect an improperly
adjusted air shutter.
Burner Pan
{
,e#vAd
W#art"
lf the flames are ghosting, y6t the
vent configuration is correct,
contact your dealer.
Turn the flame adjust knob to its highest position - the flames should not lift or soot. Check the flame
on low position. The flames should burn off of each burner hole. lf the heater does not work correctly,
contact your dealer for a remedy.
Give this manual to lhe home owner and fully explain the operation of this heater.
The flames should burn right off lf the flames are liffing, yet the
the top of the burner ports (if they vent configuration is correct,
are too blue, adjust the air control). contact your deal€r.
Travis lndustries 935081 16 031 000
elflff"Jsl$i
BeIQre You Begin
Warning: Read this entire manual before you use your new fireplace (especially the section "Safety
Precautions" on pages 2 & 3). Failure to follow the instructions may resull in property
damage, bodily injury, or even death.
Warning: Do not operate appliance with the glass front removed, cracked or broken. Replacement of
the glass should be done by a licensed or qualified service person.
Location of Controls - See e anation below
The pilot tlame is located
below the front log.
An instruction card Ior
ooeratinq the llreolac€
s attachEd to the
nsrde of the lireplace
here. Replace ri for
easy feletence,
:@
On/Otf Swilch lgniter
Optional Blower Knob This knob controls the speed of the internal convection blower that
oushes the heated air into the room.
This control is used to turn the fireolace on and off.
The pilot igniter is used only to start the pilot. When pressed, it sends an
electrical charge to the pilot assembly. This creates a blue spark directly next
to the pilot, igniting the pilot flame.
This knob controls gas to the stove and pilot. There are three positions: ON,
OFF, and PILOT. The indicator line is to the right of the knob.
This knob controls the flame height from low ("LO") to high ("H1"). The
indicator line is below the knob,
? lf using a remote control or thermostat, the On/Off Switch must be leff "ON". Turning the On/Off
Switch "OFF" will keep the fireplace off always.
door to Open the access
Optional glower
Control
_=-----=:-
Gas Conlrol Valve
Pilol
hnitet
On/Off Switch
Pilot lgniter
Gas Control Knob
Flame Adjust Knob
Flern€ Adjust Knob Gas Control Knob
Travis Industries 93 5081 I 6 031000
Starting The Pilot Flame
The pilot flame is required to ignite the main
burners (it also plays a safety role). lt should be
left on once lit. lt will stay lit unless the gas
control valve is lurned to "OFF". However, the
pilot will go out if the gas is shut off, the
propane tank runs out (or low) or if the stove
malfunctions. lf the pilot turns off frequently,
call your dealer for information. To start the
pilot follow the directions below:
WARNING:
When lighting or re.lighting the
pilot, the glass must be removed
(see page 24).
a Remove the glass (see page 24 f or detdls).
b Push the gas control knob in slightly and turn
it to the "OFF" Dosition. The knob will not
turn ftom "ON" to "OFF" unless the knob is
depressed slightly. Wait five minutes to let
any gas that may have accumulated inside
the firebox escape. lf you smell leaking gas,
follow the directions on the cover 'lF YOU
SMELL GAS".
c Turn the gas control knob to the'PILOT"
position and press the knob in, this will allow
gas to flow to the pilot light. Press the red
button on the pilot igniter repeatedly until
you see the pilot light.
WARNING:
lf the pilot does not light after 15
seconds, release the knob and call
your dealer for service. Do not
attempt to light pilot until service
has been perfo rmed.
N OTE:
You may wish to remove the log set
to gain a better view of the pilot (see
page 25).
Keep the gas control knob depressed for 30
seconds once it is lit.
Release the gas control knob. lf the pilot
goes out, repeal step C. lf the pilot refuses
to stay lit, call your dealer for service. With
the pilot lit, proceed to step "f'.
Replace the glass.
Turn the gas control knob counter-clockwise
to "ON". The pilot is now lil and the fireplace
can be turned on and off.
o
@ tffiK€?
to"@-1hl ,j,!.,g" ,.\!--
@Jil @v€::
ffi)T hfu 3o36co'
L- ll ll lt{9:-, ', 1 f'tl\- i/1(o)\ lt ,t ffiJllll r'#r" |,fl'tfi-sc€s I llll q ./,qE| j6ll 'rgiflr'g I tll I L rLl\ ll aa
lL,-;)- | l__)) | I
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o
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Travis lndustries 935081 16 031 000
llstfflq,[SJ&
Starting the Fireplace for the First Time
+ Burn the fireplace at a high setting with the blower off for an extended period (up to 48 hours). This
will cure the painted surfaces. Fumes from the paint curing and oil burning off the steel will occur.
This is normal. We recommend opening a window to vent the room.
+ Dust may accumulate inside the convection area of the fireplace when lefi idle. Once the fireplace is
re-started, a "smoky" smell may be created (similar to a baseboard fireplace when it is re-started).
+ Condensation may appear on the glass each time you start the firepiace - this is normal.
+ Blue Flames will occur on the fireplace when it first comes on. After fifteen minutes the flames will
turn a more realistic yellow and orange color.
? Certain installations use a remole "wall switch" to turn the fireplace on and off. lf this is the case, leave
the ON/OFF switch "ON"
Iryqing the Fireplace On and Off
After the oilot has been started...
op€ratiofl,
See the instructions
Included wiih the
rcmote for changing
the battery,
See the inslruc{ions included
with th€ remot€ for details on
For systems with wall
th€rmostats, use this switch to
mntrcl the temperature iright
is hotter, left cooler). Some
systems require the on/off
turn the main bumer
on and off manually.
Do not place any combustible items on top of or directly in front of the fireplace, even temporarily. The
oplional thermoslat may slart the fireplace causing a combustible item to ignite.
lf the fireplace turns on and off frequently while using the thermostat, you may want to adjust the flame
height down until it produces just enough heat needed.
Acljysting the Flame Height
+ Your fireplace has an adjustable flame to tailor the look and heat output to your specific needs. lt is
adjusted by turning the middle dial on the gas control valve.
Turn counter-clockwise to adjust the flame higher, clockwise to lower.
Travis lndustries 935081r6 031000
I$glSEI{rcriffitn
Adjusting the Blower Speed (Optional)
The internal blower helDs transfer
the heat from the fireplace into the
room. lt will not turn on until the
fireplace is up to temperature
(approximately 10 minutes after
starting). See the illustration below
for instructions on adjusting the
blower soeed.
Blower Knob
Tum the knob allih6 way counlef-clockwise to turn
the blower off. One cllck clockwise turns the
blower to high sp6ed. Tuming ihe knob clockwise
from lhe high position d6crease6 the speed of lhe
otower.
Normal
Piloi Flame
The pilot flame,
which remains on,
makes a very slight
"whisper" sound.
Gas Gontrol Valve
As the gas control valve is turned on
and off you will hear a dull clicking
sound. This is the valve opening up
and shutting down.
Optional Blower
This heal€r uses a blower to push
heated air into the room. You will hear
the sound of air movement that
increases as the speed is incr€ased.
The appliance will
creak with change of
temperature.
Blower Snap Disk
This part can
produce a clicking
sound as it tums the
blower on and off.
Travis Industries 935081 16 031000
Maintaining Your Fireplace's Appearance
Fingerprints or other marks lefi on the optional gold surface may becom€ etched in pleoe if they are not wiped
clean prior to turning the fireplace on. Clean gold with denatur€d alcohol end a soft cloth (make sure the flreplace
is coof). Other cfeafiers may leave a fllm that may become etched into lhe gold.
Clean the glass with soap and water (do not use abrasive cleaners). To remove the glass, follow the instructions
on page 24.
Yearl Service Procedure
Failure to inspect and maintain the f replace may lead to improper combustion and a pot€ntially dangerous
situation. The following procedures must be done by a qualifi€d technician.
Check the pilot flame. lt should touch approximately 3/8" of the top of the th€rmopile and touch the top of the
thermocouple (see illustration below). lf it does not, contact your deal€r for service.
Shut off gas to the fireplace by tuming the gas control knob to "OFF" (see step A under "Starting th€ Pilot" on
page 29). Let the Rreplace cool for 15 minutes. Remove the faceplate (se6 page 13 or 14) and glass (see page
24\.
Remove the log set (NOTE: the logs are very fragile - see page 25). lf severely deteriorated, replace.
Check the logs for sooting. A small amount of sool along the bottom of the logs is normal. lf excessive sooting
is found, the fireplace will require adjustment. Contact your dealer.
Clean the burner tube (especially the burner holes) and inspect the following:. Check the bumer for cracked holes, warpage, or corrosion.. Check the firebox and area around the pilot to make sure there is no warping or damage.. lf any problem is found, discontinue use and contact your dealer for service.
B€tore Dlsat6ernbly .
Check the pilot name. lt
should touch the
thermocouple and
thermopile.
5 Replace the log set. Replace the glass (if the glass is damaged, replaco it). Make sure the gask€t along the
perimeter of the glass contacts the face of the firebox and forms an airtight seal. lf it does not, re-align or
replace the gasket to insure an air-tight seal. Replace the faceplate.
6 Inspect the area behind the access door. Clean if necessary. Check the gas control valve and all of the gas
lines. lf any damage is found, discontinue use and contact your dealer foi service.
7 Start the pilot and tum on the main burner. The flames should be orange/yellow and not touch the top of the
firebox. lf the pilot or main burners do not burn conectly, contact your d€aler for seNice. Monitor the blower
operation.
8 Inspect the glass. lf damage is found, replace th€ glass (with frame) with Travis Industries glass assembly
(glass installation is on page 24).
9 Remove any debris or vegetation near the vent termination. Contact your dealer if any sooting or deterioration is
found near the vent termination.
I 0 Inspoct lhe vent sections. lf any sections are disconnected or require replacement, make sure to seal both
inn6r and outer sections of pipe and secure the sections together with three Bheet metal screws.
Check lhe walls and ceiling oflhe firebox lor
Travis lndustries 935081 l6 031000
Troubleshootin
Problem: Possible Cause: Don't Call for Service
Until You:
Pilot Will Not Light A gas shut off valve is turned off __ _ _ - _- - _ _.
The gas control knob isn't turned to "PlLOT"
The valve control knob isn't pushed in.--__.
The igniter wasn't pressed repeatedly--____
No Propane in Tank -. _ _.- _ _- _ _. _
Check all gas shut off valves
See "Starting the Pilot Lighf' Step C
See "Starting the Pilot Light" St6p C
See "Starting the Pilot Light" Step C
Check Tank L6v€l
Main Burners Will Not
Start
The pilot light has gone out__ _.- _ __ -
The gas control valve is turned to "PILOT" or "OFF'
The ON/OFF switch is turned to "OFF" - -. _ - -.--_ _-
The remote conlrol is not working correctly_-_-___
The th€rmostat is disconnected or set too low
See "Starting the Pilot Light'
See "Starting the Pilot Lighl"
Turn the ON/OFF switch to "ON"
See the remote conlrol instructions
See "Thermostat Op€ration"
Remote Control
Not Work
Does The pilot light has gone out
The gas control valve is turned to "PlLOT" or "OFF'
The ON/OFF switch is turned to "OFF" _ _ _. _ _.___ _ _
The remote is too far away from th€ fireplace. _ _ _ - _
The remote control receaver is turned "Off'- -_ _.- - -
One of the two remote control batteries is de€d
See "Starting the Pilot Light"
See "Slarting the Pilot Light"
Turn the ON/OFF switch to "ON"
Use the remote closer to the fireplace
See the remote control instructions
See the remote control instructions
Thermostat Does Not
Work
The pilot light has gone out--__-_--___._.__._.____
The gas control valve is turn€d to "PILOT" or "OFF'
The ON/OFF switch is turned to "OFF"
The thermostat is set too low_._ _ -_ _
See "Starting the Pilot Light"
see "starting the Pilot Light'
Turn the ON/OFF switch lo "ON"
See "Thermostat Operation"
Check th6 breaker switch
S€e "Operating Your Fireplace"
Fireplace Will Not The fireplace is not geiting electricity- -
Distribute Heat The fireplace is not up to temperature.-
pilot Goes Out Once A The gas supply has been shut off . - -. Keep the gas supply turned on
Month Or More
The fireplace has just been started. -
lmproper air shutter adjustment
" __ __
This is normal - see "Starting the
Fireolace for the First Time"
Adiust Air Shutter - contact your
dealer
Flames Are Too Blue
Tum the flame height to "Hl" -
See 'Adjusting the Flame Heighf'
Flames Are Too Short
(Under 6")
The flame height may be turned too low _
Thin Layer of Soot The logs or coals are placed incorrectly. See "Log Set Installation & Removal"
Covers the Glass lmproper air shutter adiustment - -- Adiust Air Shuttor - contact your
dealer
Travis Industries 93s081 16 031 000
How this Fireplace Works
I This fireplace was designed with safety as the primary concern. Many of the components inside this
fireplace are for safety purposes. Therefore, only certified gas service technicians should service this
fireolace.
What Turns the Main Burners On and Off
This fireplace uses a millivolt system to control its operation (a millivolt is a very small amount of
elechicity). The thermopile and thermocouple generate electricity when heated by the pilot flame.
This electricity is used to operate the gas valve. Without enough electricity, the gas valve will not turn
on. That is why when starting the pilot the gas control knob has to be pressed in long enough for the
thermocouple to heat up and generate enough elechicity. The thermopile provides power for the
ON/OFF switch, remote control, or thermostat (see the illustration below). Because the thermopile
generates the electricity needed to turn the fireplace on and off, this fireplace can be operated when
the power is out (although the blower will not run).
When heated, the thermopile This electricity is
generates electricity (a very small used to operate the
amount measured in "Millivolts"). main bum€rs. The main burners
are switched on and
off using the
€lectricity gen€rated
by the thermopile.
The ON/OFF switch,
remote control, or
thermostat control
the circuit to the main
burner.
What Prevents Gas Buildup
+ This appliance utilizes a high-technology gas valve in conjunction with a pilot flame lo ensure no gas
builds up inside the firebox.
+ The thermocouple (next to the pilot) senses when the pilot flame is lit. lf the pilot flame goes out, this
thermocouple no longer generates electricity, causing the gas valve to automatically shut off all gas to
the fireplace, preventing the pilot from spilling gas into the firebox.
Pilot Flame
The pilot flame is a time-proven
component that eliminates the possibility
of gas buildup inside the firebox.
Gas Valve
This high-technology valve automatically
shuts off all gas if it does not receive a signal
from the thermocouple. lf any component is
damaged or sensing a malfunction, or if the
wiring is damaged, it will shut off all gas.
Thermocouple Ceramic Glass
%ffi
Effi
= oFF
Exlemal Shut Off Valv€
This valv€ is placed on the gas line
to shut off gas to the appliance
during maintenance proc€dures,
The thermocouple generates a small
amount of electricity. lf th6 pilot flame
go6s out, th6 gas valve automatically
shuts off all das.
The glass in your heater is th€ most
durable glass available. lt has been
tested to be extremely resistrant to
breakage from temperature changes.
Travis Industries 93508116 031 000
Wiring Diagram
Caution: Label all wires prior lo disconnection when servicing controls. Wiring errors can cause
improper and dangerous operation.
Millivolt Wiring
(for gas control valve)
rh.mo@ode th.moFll. Ftuo tgnttr
120 Volt Wiring o7*/ \ or,-, H1 oor*a n*oL.
\ / / rh6mGr,, / cd'!l
4j o<
Optional
Blower
,r-/'n'*'ffi}X/<-'ili;
." \- "'El (bradl)g
0l
6l t
4l -
cas Control
Optional Regulator €l- srus-
Solenoid &- Btu.
Replacement Parts List
O.totf Ssitch
n"a+\e-
Caution: Use only Travis Industries replacement parts. Do not use substitute materials.
$m6512 Air Shutter, Assembly s900747 OrVOff Switch, Small, 1996 & Later Gas Models
!IJ006912 Arr Shutler Control Arm s{106855 urmce, tsurner. *43 - 3$(.;ts, DvL l/ll
9ln-D691',I Air Shutter, Control Bracket sBm6856 umce. Bumer. #54 - l-PX 3$ts
$m6s10 Air Shutter Sleeve 98Stcr/s1 Piezo lgniter, All Gas Units
989m7554 Blower, Convection 9306616 Pilot Assembly, LP (S.l.T.) - DVS Ull, DVL l/ll. 35-CB
CJUJfl17 tslower. Uonvechon, Rubber Grommets soo6515 Prrol Assembtv, NG ts.t. | .) Iterftshtre/Praine
$m67m tsurner Assembly s006523 Pilot Electrode, S.l.T. Pilot Assemblies
soo651'l tlumer, Mixing Tube 90006517 Pilot Hood, Removeable - S.l.T. Pilot Ass€mblies 2000
$m66m ControlValve. Natural cas (NG) SIT 2000 t'JUr6509 Prlot Injector, LP (#35) - S.l.T. Pilol Assemblies 2000
93006607 controlValve, Prcpane (LP) ' SIT 2000 rxruj66{B Pilot Injector, NG (#62) - S.l.T. Pilot Assemblies 20@
sum53 Embers. Rock Wool Fiber 93tn66u Hrlot lube, S.l. l. Prlot Ass€mbli€s
91UJ:&Ftex-ptpe, ]/ztx lur - InEt to vaNe urJJLb5tt Power Cod dMolex ConnectoT
91UJ25tX)Flex-prpe, J/ut x lut - vaNe to Manrtotd sm6525 ReguEtor, LP - Modulahng Remote ODton
sm6-/6 Flue, Staner secnon - l-PX 35-cH gJ{D66m 899!lator, Natural Gas (NG).6i SIT valve
93{n6-/B uas, Humer L)-Kng - uvs ull, 3b-uB sm6526 t{egulator, NG - Modubting Remote Opthn
sm6621 Glass. Latch Assernblv g )6501 Itegulator, Propane (LP), for SIT valve
sm6"/04 Glass w,f Frame Assemblv 9ESO758 |ft€ostat, tslou€r - W Otr, Gas & Wood - isouar€i
s:rJ(}ls Copper Face Cl€aning/Anti-Oxidation Kk 993Om5/RheGtat Knob, Convection Blolvgr
svr6851 Log, l-ront, 2000 FPX 35-B spfol?0 snap usK, lzu Lregree - z Prong
$006452 Log, Lett, 2mO FPX 3SB :xJtrrbl6 Sto\€ Pacl(. FPX 35-GE Firedace#192
93m6853 Loq, Rea( aJ00 Ff,x lt5-t|s{J06619 I hermo-genarator (Thermo-pil€), S.l.T. Pilot Assemblies
sfixa54 Loq. Right, 2000 FPX 35-B !iq$6618 I nelmoc{xiDle. 5,1, | . Prlot Assembhes
$frj6a50 LOq 5et - zwu t-ts^ iJ$ ts siul6/05 Wire Hamess, FPX 35-CB
sJ$8116 Manual. FPX 398 2O0O 91@1516 Wiring Hamess (Pig Tail), Gas, Exrernal Power
Travis Industries 935081 16 031 000
The safety (listing) label is on a plate chained to the gas control valve. A copy of the safety label is
shown below.
r.rd rd.rd(*d rt ofrLr.n tiionbnn, r.( ro rh..ontrrioi r.rl.n.tr( rd..6rrdtrr rrirr.lrt. d rrsrtnrcsr lll .tk!t ss.l ul l01l |n Cr|]CGl I lt.l'll
r ^rsrt^ att, rii rtr| !l{rO, m c.Di,. ur]cCr I nd $td rdr h uil, htrtlllid HG c.6dai rd !Ji! sEs( t x cfn t:i !a; h
*#-- q;flffi,:ff"Jilff
cnhitn|dlhii.t rr rrd b
'h
tud or 4r !trh.r rr!.orun rnd rr d, b md rbi hJh c Lbdr[ itu Yoq .irFi !t4! tr o'tnrt i,{.M.d nrrri*r rir trr :f . iD un hn n ir rmr&'
Ihis apdisrEG is a Veflled Gas Firedace Heater. ]{ot lor us€ with Solid Fuel.
D0doFniErdrHilr!d!itrord rkkdtu toF4ndft Fnl!rbdhhhtrk.Mdq/rh{*EFM.4.b{x}n-h,Fyrrr'nd!hdrt ar,-'!rrr@Dtxt*rr*F .Fdu s.1+ trsr F trF.d FD' b orr.lq E 4c.E..
r.r oiixtuGiaL h.i h !qt d !i.rn ol o' i|w ftN rror tri4 rd llr&q DuFr VEII di*r M t(6llr.l'.rc9 $sn h! 4rr'' b ft 6r'i. |6.d d:!.4 rd!{dxj (q|sit.
'S..otrr! lrr! ror lffiilld trld Clr'rtlsrd oiioii.
InputR.t40n"Hl"lBTU/Hr).........21,0O 24,00 l{lnl||um Inlol Prossun lincies tY.C.)............. fl.5"
Input RrL on '10' (BTUfi 4 ,,.,,.. t3,tO 11,312 ll'rinun Inlel Pressurc linches |Y.C)........_.. 13'
[.in Eumer odfice (D[s)........... 15| tl3 trnitold Pressure on "Hl.llncha, W.C.)........ 1l'
This spplirnco is cquipped lor inslrlhtion in Canrdr rl0.l5a0lt (0.1370 ln)r In uS4,0.20{0 lr. 0.610 n).
In llSA, l0r altiturhs sbove 2,otttt lmt lie vent conliguntbn, odh., or coDblmtlon 0l boti mry neod lo be chnqed.
See lhe oxner! nrnuslforinlo natlon on nrling thrs. chrn{es.
fo register vour TRAVIS INDUSIRIES, lNC. 7 Year Warranty, complete the enclosed warranty card and mail it wiihin t€n (10) days ot the appliance
purchase dale to; TRAVIS INDUSTRIES, lNC., 10850 117ih Place N.E., Kirkland, Washington 98033. TRAVIS INDUSfRiES, lNC. wanarts this qas
appliance (appliance is defined as the equipment manufactured by Travis lMustries, Inc.) to be defect-free in material and workmanship to the origiial
purchaserfom th€ date of purdrase as follows:
Years 1 & 2 . COVERAGE: PARTS
Burner AssemblU
Burner, Bur^e' ean. AirSnuiler Aisembly, Marn Bune(
Firebox Assemblv:
Adjusl,able Air Restnclor, Pressure Relief l\/lechanisrns,
Ba/omeiric Conlrol lvlechanEm (tor modcls with Remotc H€61
Ducts), Glass Attachment Mech8nism
Electrical Assembl)L{wthin fircprace srtucrurer:
Blo\i/€r, widng harness, smp discs, fieostal spced contlol
Gold E Nickel Platino
Face & Door (see Condfiiorc ald Exclusions'# g)
Exclusions. Paint,Gasketing
& LABOR
Gas Control Assembly
Adiu<tabb @ lol €tue, rnil volt a'nm and connecto€ {loant€.d wihin
lhd rrell|lfrlepla€ $rucrur€). lhAmoi e. thermocouple, p'lot hmd,
oifices, pibl q6line, piel! iqnilor
Ceramic Glass
Glass {brcakage trom tiemalshock)
Ceramic Logs
Log Sot, Coals, Ember Slrip (SlcelFibed
Accessories
Casl Btc,( C€sl Fifebacls
Convection Heat Exchand€r
Rejnstallation Allowance
In cases wtEr6 iteplace must be lemo/ed tiom home for
rcpails, a parlial cost of re-installatioo is covered (pre-
aultsriaaion €olrred)
Op{AhvFeEEAlosce
Om-way lreighl allowance cn prGadlbnz€d rcp6r (k)lb at
Years 3 THROUGH 5
Burner Assemblv:
COVERAGE: PARTS & LABOR
Burncr, &rrner Pan, AirShutter A"ssembly, Main Eumer
oi{ice
Convection Heat Exchanger
Exclusiona- Paini, Gasketing, ElectricalAssembly, Gas Contfol Assembly, Ceramic Glass, Ceramic Logs, Gold & Nickel Plating, Acc€ssories,
Re.lnslallation Allowar|ce
Years 6 & 7 . COVERAGE: PARTS ONLY
Burner Assembly:Fir€box Ass€mbly:
B_umer, Bumer Pan, Air ShLller Assembly, ndJuslableAr Rostnctof, P/cssx/B Relief Meclanismt Ba'ometic Contml Mectlanism (for
Matn Burrer Onrce e models \xiih Remde Hed Ducls), Glass Atachment Mechanism
Exclusions: Painr, Gasketing, Elecirical Assembly, Gas Control Assembly. Ceramic Glass, Ceramic Logs, Gold & Nickel Plahng, Accessories,
conveqion Heat Exchanger, Re-lnstallation Allowance, One-Way Freight Allowance, Labor
coNDtTroNs & ExcLusroNs
4.
5.
6.
7.
8.
Firebox Assemblv:
Adjustable Air Resirictor, Pressure Rellet li.lecharisms,
Baometric cont(t Mechan6m (for modelswrth
Remole H€at Ductsl. GlassAn&nmcnl Mechanism
Onet hv FedtAlc/raEe
OrE.way freighl allowan@ on prc-authorized rEFar *)ne al
lhlsnew9FisappJE'ce'rJs1bei'EI,a[edbyaqUa|i{Fdgasapp|bncetcchnbEn.hnuslb6irFtAlled'ope|ated.andma|ntainedata|llm|na&nGw[htEin
Manu,rl Any allerdl'o., wrllfulabuse, eodenl, ncglecl. or misusc oflhe prcducl shallnu iry th|slarafiy.
This waranty i6 mntlalFfe|.abic, and is msde to lh€ ORIGINAL p.rrchas€r, povjded that the pLrrchrse e/ss rnacle houqh an authorced TFIAVIS dealer.
Dscojo.a|iDnandsomem|noleXpansion'cor€ction'olmovemenloIce{ainpalFard|esuhin9noise'6no{malandmladeledand'lher'rl@vei€dunderw
mustens!ifetheapp|iareisbumirrgaspeltheratin9tagalhetimeofnsta||ationove|-fling(operationabol,ethellstedBTUBte)ofthi9appliaese@f6
Tt€wafaniy'6ot't||inedwh|n|hisc|ocuma4l'desnotapp1ylothech|moeycomponentsolotleINon-TravA
lo the cnent of this q,arr,rnty, Conrel your adhori.Led TRAVIS lela cr b€fore inslai,ut|on.
T|av's|ndGtdeswdlnolbelespons,b€fD/ln'deq.ra'cFedo'm3n-r4caUsedbyenv'mnmema|cono|l'olssuchasn6yir€'bud|ngs'i@
or olnet ..1Id.'tces Ircf mecnan,car sy$ems sucn as turiaces, tar6, dolfrcg drye€, elc.
This Warranly is void it
a. Thc mn has been operaled in almaspberes conlamiMted by chlofim, fllbrine or other damaging cfEmicab,b. The un(is Buqect lo submc6ion n waler or pmlonged perbds ol dampness or condercalon
c'Anydamagetomeuni['combus1ionchamb6r'heatexCfang€lolotlelcomponen|sdUcic[ate.'orwoalh6'dama9ew}xchis|heGs
E.xc|Usionsloln|s7YcalWal€ntyinc|uoe|nlur'|osso|].s€.@magc'ta||uletol.iclondueloecdcrn'negli9encc'm6use.'rnpfoper
n'and&tu'e'! ccfllng6 or componenis. €ck or propar and rcgular fiahle@f.!:), dznage incuded ohile lhe applianc€ is in trarEl. alleratim. or ad of God.rhis7Yea'w,llantyexc|udcs&magecaLscdbynofna|wcarandtear'sUch3spa|ntd6co|olat'onold|pping'wornotto(ng5kel|ng'codoicEcbd|qs'
damagclolheUndcaLsedbyabuse'|mprop€lin9a||a|on'.nodfcalDnoftneUn('dri|l|ngoftneoflic€s'oltl|edId|o|br|
$tu€l oas and mlsr be conrc.led lo oooane usire lho included conversion kd. cor!fimt fuelconlelnaDn with voLa nstalter.
Damag6rgo|dolncKelsurlacf6ca!6edby||ng6iplints'scra1ches'mehediems'orotncrexlemi|sor':rccsbltontt\ego|dornicke|fIDmlh€useo|cleaGd
not cov€ed In lhLs waranlv
TRA!1s|NDUsTR|Fs'|Nc'isfrEeoljEb,d}liclanyoama9escaUs€dbytheapphancE'asv€llas|nmr]venienceGpensesandmale€ls'ltrcinb|o@n*qwn
by lh|s wafiantv. In some states. lh€ exclusicxr ol Incrclenlal or coos€ol€ntial damaoe mav nol aoolv.
Ih6wEf€nlYdoesnolco!cranybssoIdam,gencurredoyhe6eorremovalofanydnpoidn.otappantusIooihD'nlhegaBspphamiMdlhcelprsswrfn
INDUSTRIES,lNC. and bearjng 3 TRAVIS INDUSTRIES, lNC. labelol approvar.
Anyst,i@meor|epesedal0noIIMV|sprduct6andth€npedomamaconba|redhTMv|Sadved|s|rg'pe|,0ingliteEiUre'orpdntedmate.dlisnatpadot|
ln6a6lEntyAaLIomaraIly!o'd6od(ieapplan@sserlaln./moelha5bean6mo@do'ajleiBd',1aoyl^ay'|r
Mdealer'c|sj.,bUto1or9marp€NonhasllEaulho.nyloeprsentolwafran|TMV|spmdUdsb€yond|helelmg(jonLaldwh|nth
liabilllv lor such wEfianties or rcores€fitatiorB.
T€v|s'lndl6trres w l mt cover lie @st of the remo!€lof ferns[alal}dn of madhs. tacJno. osntels, ventino or olher comoonerls
ll lot any rcason any secton ollhlswafianty 6 declar€d invahd, the balancc ot tki war;nly remairE ine6cl and allotft:r cla66s shall €marn in effect.
rHIS 7 YEAR WARMNTY IS THE ONLY WARMNTY SI]PPLIEO BY I RAVIS INDUSI RIES, INC., THE IT,TANUFACTURER OF THE APPLIANCE. ALL OTHER WARMNTIES,
IVfIETHER EXPRESS OR IMPLIED, ARE HEREBY EXPRESSLY DISCLAIMED AND PURCHASER'S RECOURSE IS EXPRESSLY LIMITEDTO THE WARRANTIES SET FORTH
HEREIN.
IF WARRANTY SERVICE IS NEEDEO:
1'|lyoUdiscovelapmb|emthaLyoube|ieveiscove€dby|his$a'ranty,youMUsTREPoRTnloyoUlTRAVlSd6a|el!^.{TH|N30oAYs,giving6emprofofpUrchase.thepurd*,
am ne m@etname ano senatnumDet.2. Travis frdusl' i€s hae the ogl h d enlEt tc@tnno or reDlacrDc the defecltve comoorEnt.3|fyou(dea|el6Unat|etolepailyoUappliance's-deled'hefayprc€s6awafariyc|aimhoughrRAMs|N0USIR|Es'lNc''|ncjudngtiensmeo|ihedealehpkfe@pUrdh
app||anc€'acopyo'you.Gc€|ptsnowngheda@olh6a9plEncesp.lrlEae'and||Eserlalr|{xnDe/ol1yo4 prepa'?.|orRAV|S|NDUSTR|ES'|Nc'TRAV|S|NDUsTR|Es'|Nc.'3lGoE0n,wil|repa|rolreplace.Ireeolchalge'tourTMV[sap9|anceitillsIoull6be
wo*mansh|pwnhin|hetiml'fiame91a1edwithinthi97ycalWaitanty.TRAVls|NoUsTR|Es'|Nc'w|l|felUrnyoulapp|6ice'freghtcha(F0e-ac1|o
lNc.. to your €gbnal d6lribu{or, d dealeFhip.
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2.
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10.
11.
13.
14.
15.
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Travis Industries 93s081 16 031000
LP Conversion lnstructions
Install the conversion kit orior to installing the gas line to ensure oroper gas use.
1 Remove the glass (see page 24). Remove the logs and kibbles (if installed - page 25)
2 Remove the burner (see illustration to the right).
Remove the burner pan.This tube on the bumer
ircerts into this tube on the
mixing tube.
1/4" Nutdriver
Remove the burner pan
base.
1/4" Nutd.iver
Travis Industries 935081 16 031 000
@ Remove the four screws 2N @,^< \ \ - nolding the mixing tube in
\J,'- \ \11 \ >. / Ptace. l:lE-
+il -\9 / 1/4" Nutdriver tit /v/
3 Follow the directions below to remove the natural gas orifices. Apply thread sealant to the LP orifices
and tighten them in place with a ll2" open end wrench (make sure to install the orifices correctly - see
the illustration below). Slide the adiustable shutler back in olace over the orifice.
@ Remove the mixing tube
from the air shutter by
sliding it to the left.
Air Shutter
Slide the air shutter to the fully
open position (see page 26).
Burner Orifice
Manifold
@
Use a 112" open end wrench to
unscrew the burner orifice.
The new LP orifice
has ".054" stamped
on/it. 1S,
-l Apply thread
/.r )>. -A sealant to the ''{@
neworifice and
install.
/ F>X rhe old NG \-tr/,^-
WCI orifice has "43"
stamped on it.
E!1fs -"-"-=(s
/2" Wrench
NOTE:
Screw the LP orifice in
so the orifice shoulder
protrudes 5/16"
(indicating full insertion).
Travis Industries 93s081 16 031 000
4 Remove the pilot orifice following the instructions below. Replace with the propane pilot orifice. The
propane @nversion kit includes pilot orifice with "35" stamped on it. Replace burner pan.
@:1,'ff;;:1-". @ assembly.
W
Remove the regulator
from the front of the
gas control valve.
Replace with the
propane regulator,
using the new gasket
and screws included
with the regulator-
NOTE: Leak test
this area afte r the
heater is installed,
gas is connected,
and the main
burner is lit.
Remove lhe orilice and replace wiih the LP orlflce. Scr€w the
o fice all lhe way in and replaDe the pllol hood.
Orlfl c. ldantlf lcatlon:
LP (Prcpane) Orifce
(€E:-
i&liUHLr
@
lab€l on ths base
of th€ fi.eplzrce
n€ar Ins gas
trqJ*
llglE: when re-attaching,
thls pln lines up with ihe
nolch in the pilot hood.
NOTE: this illustration shows the gas controlvalve
with the inlet to the left. On the FPX 35 CB the valve
will be rotated 180'.
\s,,
Remove and discard the thr@
screws using a sloll€d scrowdrv€r
\:,,
Inslallthe LP r€gulator. Us€
th6 s{rou/s included wnh lh€
LP reguralor Tigilsn to
approxlhal6ly 25 Lbs ttrqus
\ *,
"r*" "*",n.r€gulslor gasksi is con€ctly
allgn€d b€,Ise installatlot
6 Make the gas line connection, bleed the gas line (if applicable), start the heater and thoroughly leak-
test all gas connections and lhe gas control valve. Check the pilot. Adjust if necessary.
WARNING: When lighting or relighting the pilot, the glass must be removed (see page 241.
To adiust the plot flame, tum thb screw (NOTE: if totally
unscrsirsd gas wilconle out of this poft). Cbd(wbe
btflers the flame while counterdodwiee raises it.
Th€ piot flane rll 6{ contad tho lhgnnocouDle and
th€rnopil€ (6€e lhe ilustralbn b€lol^r). Adiust the ptot up or
oown as necessary.
lnstall the log set (see page 25).
Replace the glass and face (see page 24) and face (page 13 or 14).
Fireback (Part # 98500675)
Stardad
Screldrivef
7
8
! Install the fireback prior to installing the log set.
__--€
LocatB th€ foor dimpb3 on the firebo( wdb (two
on the back ona on oach sltc). Us€ a po\'rEr drfll
with a 1ll's@ket and lf|e indud€d s€fdri[ing
screw3 to preirill (and lhrEd) the hol6- QeJdl
dD lh. tler!& by ovsr{oquing the scre\E.
Ramovo lh€ acaer*
ISOTE: on €arlier models lhes€ hole6 aae not
pre.eni - thcy wlll rsquke pbcemem and ddlllng -
s6€ lh€ compatlbihy nole above.
lmLll tho froback fi@r oic al th6 from otthe fir€bol.
You mey ne€d lo lifr up on the grEte rt lhg front oflhe buner
to indallth€ floor fi-q Tuc& tho trol1t b.ic* srop bet etl
the ftont of the jlreback and the ftDnt ot lh€ firebor - S!
_J : \" -1_ )-1(
l/4'sctd I I t\lh.ghtr.
Phce l}lo loar llGback Eo it b cer €r€d againat
'O
the resr vrsll of the firsbor. Sodrrs wilh tw!
firebck cliB and the Bcrsws,.
Pbce lhe sile filebdcks ln pbce- SecurB
wlth a ffick cfip and eca€w. R6pet
for thg oppcilg slde.
Travis Industries 935081 16 031 000
Thermostat (Part # 99300650)
Do not connect 120 VAC to the gas control valve or wiring of this unit.
Attach lhe thermostat wire to the on/off switch and route it through the grommet located on eilher side
of the fireplace (see the illustration belor,v). Pull through all the slack.
@
Rsno/€ ths imp€. wae oi
fio bdal of$a orvoflsa an
and da:ad
@
Co.rnecl tho lhirnodal ra6 lo b6d(
ol tn6 on/of sr;h (d.|t€tioo lro..
dmrrbo.
@
R(M6lho tlrsnEdal *iE out tt. goffiEt-tird
trrto6iel hob (ffi b.fir|d the id. tb. tn€
gas lib oti dnr- cd.).
JFlp.. Wl€ o{Vofi stdl
(ss€I "rE)
Determine a location for the thermostat that is within range of the 50' length of thermostat wire. lt
should b€ centralized in the room and away from the fireplace. The wire may be routed exiernally on
the wall or behind the wall (prefened).
Cut the thermostat wire so there is approximately 6'of slack (NOTE: Do not splice thermostat wires
together-{his leads to too much elecbical resistiance). Follow the directions below to install the
thermostat.
Pull the lh6 lhormo!|at @
cov6r ofl
Run the thermosiai wlr€s
lhrouoh lh6 wall (. 1ofl excess
wirc, Ieaving 6' cl6lack).
--[
Travis lndustries 935081 16 031 000
Remote Thermostat # 99300654
I Do nol connect 11U120 VAC to the gas conlrol valve or wiring system of this unit.
. Follow the instructions included with the remote thermostat for installation.
IMPORTANT OPERATIONAL NOTE FOR REMOTE THERMOSTAT USE:
lncluded with the remote thermostat is a set of instructions that should be given to the homeowner.
Please be aware that the remote thermostat has a 1 to 2 minute lag time between the time the
thermostat is turned uo and the fireolace turns on.
Face Mountins Kit (for mounti 36 DV Faces # 98500536
See the instructions on page 14.
BlOWer @art # s9000155)
! Do not connect 1 1 0-'l20 VAC to the gas control valve or wiring system of this unit.
1 Attach the rheostat brackel to the fireplace following the directions below.
1 /4" Nutdriver
-.t 'f ..
\
\
I
Secure the rheostat bracket to the fireDlace with two
screws (note how the rear of the bracket has a slot that
accepts the screw already installed in the fireplace).
NOTE:
This snap disk must contact the bottom of the firebox -
bend the bracket, if necessary to ensure contact.
Remove this screw and
attach the ground wire
from the wiring hamess to
the fireplace.
2 Instali lhe bushings into the grommets on the blower following the directions below.
Insert the bushlngs into
3 Install the blower following the directions below.
Slide the blower into place, behind the gas control valve. Aftach the blower to the
studs at the back of the fireplace with the two jncluded nuts.
NOTE:
Make sure the wires attached
to the blower are in place.
Position the wiring along the floor of the fireplace so it does
not contact the firebox or the moving parts of the blower.
4 Attach the onloff wires to the valve followinq the directions below.
Attach these two
wires to the front of
the gas control valve.
5 Install the electrical connection to the fireDlace
Remove the covar trom the
fireplace junction box.
directions below.
Inserl the shealhed cable from the power source through
this cable clamp. Once the wires are atlached, lighlen
the clamp to secure the cable.
following the
@
)l .:
fiz
Llllt
/.\ Attach tne commor (whrte), ground (exposed or green) ^
Replace the
€,) ru;g'.:;::'"','":i1ffi"'jr,'ff,ffii"'#; "'* (O f:iJr'T**
6 lf using the modulating remote, install the heat shield following the directions below.
@ B€nd lhe labs D!e. lD iDc& the l$o Aecas lo€el'|er
Placethe lop porlion ol ihe heal shield orer the Lower porloi
WARNINGT Make sure power ls
off from the power lead before
conducting any wiring.
et@ -==
co, l\
w=--.
,a\ Posilon the rectLverheat shicld al lhe fronr of
(9 the treplace near lhe q.rs conrror !arve.
Travis lndustries 935081 16 031000
Installation Options .......................................... -5
Items Required tor Insta||ation............................6
Leaking Gas..... See Inst. on Cover
Listing Information ...................... ..... ...............36
Location of Controls....... ...........28
Log Set Installation and Removal .......................25
Maintenance.... ... .......... ........32
Mantel Requirements... ".................................... 1 5
Measuring Vent Lengths-... ........18
Noise (see Normal Operating Sounds) ...............3 1
Normal Operating Sounds.................................3 1
Packing List................... ...........6
Pilot Flame Inspection.......................................26
Piping hstallation (see cas Line Install)....... ........23
Raised Fireplaces .............................................8
Remote Control Insta||ation................... .............43
Remote Control ODeralion ................................4 3
Restrictor Position........... .........18
Safety Label..... .........................36
Safety Precautions ................... ..................,.....2
Starting The Pi|ot..............................................29
Starting the Fireplace for the First Time...............30
Thermostat Installation....... ........42
Thermostat ODeration. -..................... -............... 3 0
Turning the Fireplace On and Off .......................30
Vent Length (see "Vent Configuration")............. 1 8
Vent Part Numbers.......... .........16
Vent Requiremenls .......................................... 1 6
Vertical Vent Termination Reouirements .. ..........22
Warnings.......... ........................2
Wananty........... .......".................37
Waler on Glass (see Condensation) ...................30
Weight (250 Lbs.).............................................5
What Prevents Gas Builduo...............................34
What Turns the Main Burners On and Off............34
Wiring Diagram.. ........................35
Yearly Service Procedure..........................".......32
Travis Industries 93508116 031000
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
ot*r*r*T oF coMMuNr- o.uu"o**,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P03-0054
3-3-cr-)5 3
Job Address: 5198 GORE CR VAIL Sratus . . . : ISSUED
Location.....: 5198 Gore Circle Applied . . : 06/11/2003
Parcel No...: 249918203006 Issued . . : 06/12/2003
ProjectNo : ?RA 3 -o@3 Expires. .: 12109/2003
OI'INER COCCHTAREI-,I,A, CARI, A. & KATEO6/LL/2OO3 PhONE:
5198 GORE CIR
VAIL CO
81657
I-,icense:
coNrRAcToR cAsEy PITITMBTNG & HEATTNG 06/LL/2003 phone: 970-553-4300
P.O. BOX 1S30
EDWARDS, CO
8L532
I-,icense: 213-P
APPr_,ICAr{I eASEy PLIJMBING & HEATTNG 06/L1"/2A$ phone: 970-653-4300
P.O. BOX 1830
EDWARDS, CO
8L632
I-,icense:273-P
Desciption: addition to and remodel of existing residence
Valuation: S20,000.00
FireDlace Informationr Restricted: ??# ofGas Appliances: ??# of Gas loes: ?? # of Wood Paltet: ??
$0.00 Totalcalculated Fe€s--> S378.00 Plumbing--> 9300.00 Restuarant Plan Review->
Plan Check-> S75 . 00 DRB Fee------->
lnvestigation->
WillCall-->$3.00
$0. 00 Add t'onal Fees-------->
BALANCE DUE.__>
Paynent5---------1 $3?8.00
S0 .00 TOTAL FEES----_----> S379. 00 Totcl p€rmit Fee-_--> S379. 00
s0. o0
90.00
IIEM: O51OO BUIIJDING DEPARTMENT
o6/tt/2oo3 df Action: Ap
ITeN: 05600 FIRE DEPARTMEI{IT
CONDITION OF APPROVAL Cond: 12
(BLDG.): FrELD fNSPECTfONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IAI{CE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
_
REQUESTS FOR INSPECTION SHALLBE MADE TWEhITY.FOUR HOTJRS IN OUR OFFICE FROM 8:00 AM - 4 PM.
APPLICATION
97 O-479-2L49 (Inspections)
MVTiOFVAIL
75 S, Frontage Rd.
Vail, Colorado 81657
Town ofVail Reg. No.:Contact and Phone #'s:
AJ ( P'sev 66J - Y3ao
E-Mail Address:
COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBTNG: $ eo,6O O
Assessorc Office at 97O-328-864O or visit
OD
rob Name: Cocc*r+ p,ECC+ ?ESr $eruCE,robAddress: St16 6otE CQ.cCL
Filing: 5-A Subdivision: 3re *Ogf./
Phone: .1r5 ZZJ
Phonet nll qEqt
Detailed description of work:
A"Ur#ou tD and pe,*olcl F exist-;fes; dtrtcg
WorkClass: New( ) Addition0Q Alteration( ) Repair( ) Other( )
Type of Bldg.: Single-famif f4l Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No, of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No
***************************************FOR OFFICE USE ONLY*************************************
Dther Fees:Date Received:
DRB Fees:Accepted By:
Planner Siqn-off:
\Wail\data\cdev\FORMS\PERMITS\PLMIIPERM.DOC
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Page 30
B0i}.ff)53 Type: ABUILD
coccHr RELLA cafff.THFe
COCCHIARELLA. KATE & CARL
COCCHIARETLA " I(ATE & CARL
SubT\De: ASFR tft€: VN
Phone: (970)476t234
Phone: {970)47&2234
SmJD:
tnip Area:
tsstrED
JRM
Addluon and remodcl ttsc repocb and KRM englneerfng_elte. vlst ldots and recommenda0onc add€d to h. - JITOIIDR OON
|Cb.8roc rert F| flb. not-iound - IDt IN
ROIITED fO JRM, MATT At$D |.€OI'IARD - ADIION 1i
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lbmi e0ADC+lnsl , n" i .'i {
Requsior: CoeCHIARELLA - KATE & CARL
4 EXTERIOR ffiRS.
Itorn: 30 BLDGFramlno
O8E&03 -lrrspGctoc cefii
Ogt(Im kup€do{: COAVIS
Commddr: rhedroer cqnddc bm: 70 BLDCr.Mhc.
Cofirmentg: Fina! anolnaorho moort for fhlrnho rEcbt €d sf,a lte
O&,29TJ3 IncDoctd: GCb - Ailon: APCR r 0&,291]3 h3poctd: ecD - A.ilofu APCR APPRC GDPORRECTIO0TI REGD
Cornmanls: ADheAgTm MlL PI-ATESA]DREilChE STRAPSASREAUESIEDOI.IOT2StFiPL|.iffi]XI
INPSECTION. Al"L FFAfifl|lfG lS APPR$TGD.
0S/0304 hspector: JR[l
&lnluLllon ' " ADo{r*
Actbn: APAPPROI/ED
50 BLD&lnlulstbn Appcurtd *
0€n9/tx} h3p€dor: GCD Acilon: l.lo !,,loTFED
commot{s: CHECK FOR GASTffi HA|. PIATES SEE FRAlf.|O hfiBl4"A'tItl t SED FOR FREELOOI(IIft}.'mmods: CHECK FOR 6A5
qyg3p-s ltF.Clgbr: .rR$.
60 BLDGshedroc*Nail " Apprc^rcd "o9/(gfit InsDoclor: ,lRM '
'fnmflsr: APPRoVED sTLSco
os/(Evtit |nsDoclor:corimflSr: APPROVED
r{rdon: l{o t{oTFlED
Actbn: APAPPROVED
A.don: AFAFPROVED
ACilOIT: APAPPf,OI/ED
.tt S" r*,
11-21-2W3 tnspecton Requcst RcporUng _7:10_em_ _____JAIL,CO_:TOWI'I_OE_____
Reguesbd lnrpcct DaE:
Inspec0on Areii Sit Addrtss:
Frldly, ltlovember 2{, 2txl3
5198 GORE CR VAIL
5lS8 GoftClrcre
A/PrD lntbrmlton
Actlvily:
Conc Typ€:
ownef:
A&Dlkrrit:
Conbedor:
Deecrlptlon:tftlhs:
Coffin.r|t
Cornrn€nt
,l
.\i
-\i;..^-R€qt6ebdfl|fte: 08:00 Afl ,j Plrone: l87ot47fi?zu ot- 376 I .n3{
C.ffitmfib: rcqu€st€d finol CO
Ar*hnodTo: JMONDRAGON - Acdcfl: Tlrne ExF;
tHn Co.nmenr3. ffiFCFIFEFEDURT.. WALKTHHLTFUFI?E:BJPAT.|eY A'PffOL,AL
OWNER/CONIRACTOR WILL COMPLETE rrEi'S ,\. ,. *
,r \,
",
ll :-1r I ': \"\',
tnso€cron Ht.brr \ i \" .' , .,.' ., i i' ,," { " ^' ttem: 1o BLDGfoc{lnoa/Slcbt i h nmo"o " i'.. \*' i'' ' ' ^
05f;$r03- lnsloclfr: cdar/ti ' 'ACbn:- tJO l.lOTFlEO
QOMMENb: SOILS REPC}RT RECIEVED AhTD OI't FILE
06/02103 lnsp€c1or: ctlwb Actoo: DN DENED
Comments: No{ rmdy for lnsf*thn ? | | 11 Ufh$."ffip*mfojrnd FtuuJe4 tn bnr,tr f Sfendlno rvd.r and rctumtsd subor8dg |n toffir
subqradh sbughlng o{f ln tocatlori.i, undemnlnlng footf,rg
06/04'03 lnsr€clo.: JRl, Actlon: APAPPRO\GD
CdN'NENID: APFRO\GD FOOTERS A}ID F.XIERTIO D€CK SI.'PPORT PAD6 ON SOT'TH SIDE Oi[Y
0S10/03 Inspector: @D Ar-llon: PAPARTUI APFROVA
COTNMENIs: 2 INTERIOR PADS.
0li/2SrJ3 inspocto,r: JRM Ac0on. APAFPROI/ED . Commnt3: APPROVED2 PADS AT ENtfl Y
ItGtn: 20 BlOC'Foundslrorvshd * Appror/Ed "
OG/1O(B lnto.dor: GcD '- A.ffon: TPAPPROVED
Cornrnsnb: ALt P€Rh/ETER AllD IN1€RIOR FOISDAT!0N WALLS
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tnsoecticn Area: cc
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5'188 6srre Clrcle
Page 12
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s/23103 - CilAvlil .:0mrrer!t: itsu'rED HEAT Lr)si CrNLv fl.if.O Tff (:]lAiiLlE . LiiAL'i$,t oeiillont: ROIJTEP T(] l:F'rARLrLj 5Llit REWElri Of LCRF.:I
C(,tnnrenl: DARCEI T(} FAX OV€P SPfCIi CN RASilttlT liSAT DfrfiES
$s-r l!sss$!i /t--O-)'< /I z-- \J " --) ,,Item: 3!!0 ?rtf;Cf{+iflat lle rresteci Tlme: 08:00 Affl .>( '; j,.
Reque€lor: ft d H M:CFiI{CAL L!.t: Phone. 37f.4231 ." '{ --7---
Assrgfid fc Cf)4!'iP y\. i- i-nqsrcd ft'/: CGOt.DEit R ,/,(\" Acdon. ._* _ -:LL- i:rr6ExF: __-___ ' \r
.
":,,/-lrSEegEoo.tltslgtl
R$m. 2(n MECH-,qqrqn " Approvro '
fr&?ryog ipbDrd-nlt rlllAVIS idieil. AP APPtiISvFD
co{nmanls: $AltJ f--AtJfi. .tu,lD DUCrs :: fiRECT ut},lf i-"ryi. soprtfFt ltrsTALLAT|ont
n^!m; J10 MEC.H-Hrati;tu " ADotrtJe: "
Ogy??,trj ri.sleclo: COA\ilb Af,4tc aF F.rlFrtt.;iVED
Cofiln-'rnls. uFAr tlt,les it'l t r\lN LEVEL d G.AlXiL S AtL $C-lfi# AFiTliSl
iiem: 315 PLMI!"GaF f'ri]rho
tr.m: 3X) MECH Exh?L#, floodr.
kem: ?3{l MECH-Sr:pp},.I 4r' - .Approled -
t)€V22.'rrf In;i',icl.:;: +DtlJl$ Arfbl: r,t'.r;;tFPOYEf'
Comfl$fri$: S|JplPLf AiR FOR gEAt.e.D iOMBiJ'STnN *.])tFR Al{D TEFMIIVATI$]IS OF P{Flh{3
itemi 34C MF.CH-Miri ir A ro!/xi ''t
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08/OSi 63 tns!€tter. GCD A.r,tron: l,.l; APF'ROVED
C..rmmcnts: GARAGC rN SL.i6 H'? nRi.l$i{: S Eops! 'ff:Sl.
Itsm; 390 MECH-Frnal
.,i
(
riEpT:1,'tt Run Id: 1438
o
11-F2003 Inspecfi on Request Reportlng
--- -VAIL CO:lQWll9f- -.
Requested hspect Oab: Iqurdsy. l{overnbcr 20, ZXXI
lnspegflon Ar?!: GD
Slt€ Addrers: srgt GORE CR VilL
5l 98 Gore C lrcle
Page 23
7:10 sm
ArPrDJrlbrm!tlon
Acltultv:
Cooe{ Tnir:
o1,t n0f :
Apptlconl:
Corilrsctor:
D€Ecrlpllon:
llem:
It€m:
It6m:
Itern:
n8{n:
ftam:
*lo3-0099 Tne: &MEC rt sub rlH: ASFR
Pron€: 970-827-9623
Phone: 97O8,27-9623
s{.trs
lnsp Are.:
ISSUED
GD Occupsnc'!t:
COCCHT/ARELTA, CARL AJ & KATF
HEARTH EXC}.I,A}.IGE,
'}.IC.
ffFE}
HEARTH ExCl-lAt\GE, ll{c. (THE)
CONVERSIISN OF WOOD TO GAS FIREPLACE
Requested hspm{qn(li
It'm: 390 MEci'{-Fanrl
Requ.Cor; HEARTH EXCI-,AI{GE lhlc. fftlE)
AssionodTo: GD€}JCKLA /Ar,- Actbn: ,nT- Tlmo Exp:
/ l- 2r2 - C3 J^,.^
Requesterl llme: o8:oo AIU ,tf4fi-
Phon€: 970-827-9523 t I
Enbrid By: DGOLDEN K \J
|nspecuorlHlgbfl
ftem: ?00 MECH-Rouch *AoorovEd*
06i13/(Ii- kreNtor: JRM '' Arthfl. AP APF{iOVED
Comm€nts; RCRJEH AFPROVED (I\IO GAS LINE YET} TERMil{AT}3}IS A'.8 CLEARiAI{CEIS APPROVED
31C MECH -l-lstlno
315 PLMB-Gas Pipinq
3?0 ilEc l.l-E xhilLt Floods
330 MECI-l-Supply A,r
340 M€CH-Mlic.
390 MECII-Rn l
lr 1.. F r,' I
\..
<\
REPT131 Run Id: 1438
)i 1-20-2003 ffinficetlon Reque.:it Repofilng l.10ep ..-.. -llfAtt,Cs,'rowrf-bf -*-
Page 2E
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frlt€rod By: DGOLDEIJ K
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commonb: APpRO\Jf'lJ ADC'ri'JG F,'*ATES qtjrr€FE itEnt),:n. lF i: 1/2 CLEARATU:E TO PPhtG CANi.|CTT
8T MF-T
nsm: 290 PLMRFlnal
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ruWfiN
Design Review Board
ACTION FORM
Departrnent of C-ommunity Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Cocchiarella Remodel DRB Number: DRB030046
Project Description:
Addition and remodel to a preexisting, non conforming residence.
Participants:
OWNER COCCHIARELLA, CARL A. & KATE03/10/2003 Phone:
5198 GORE CIR
VAIL CO
815s7
License:
APPUCANT Pam Hopkins 03/10/2003 Phone:476-2201
Snowdon & Hopkins Architects, PC
Box 3340
Vail, CO
Pam@snowdonhopkins.com 81658
License:
Project Addressr 5198 GORE CR VAIL Location: 5198 Gore Circle
Legal Description: Lot: 8 Block 3 Subdivision: BIGHORN sTH ADDmON
Parcel Number: 209918203006
Comments: Try to move two trees to a new locatio
BOARD/STAFF ACTION
Motion By: Bill Pierce Action: APPROVED
Second By: Margaret Rogers
Vote: 5-0 DateofApproval: 04/02/2003
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff andlor 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: CON0005769
The two trees (to be removed) must be moved to a new location, if at all possible,
Planner: Matt Gennett DRB Fee Paid: 33OO.OO
,*ffi Application for Design Review
Depaftment of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 tax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements 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 rcview approval laps unless a building permit is issued and construction commences within
one year of the approval.
Location of the Proposal:r-ot: B ebck: 3 suuaivision: Er'6l-[oP-rr.)
Physical Address:5tq oaL C-rzcv--
parce|no.:W(ContactEag|eCo.Assessorat970-328-8640forparce|no.)
Zoning:
Name(s) of Owner(s):
Mailing Address:Stqo 6oer (ircl<
Bg
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
Phone:
lL-
$50 Plus $1,00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.NoFee RECEIVED
E-mail Address:
Type of Review and Fee:
fl Signs
E Conceptual Review
D New Construction
)( Addition
tr Minor Alteration
(multi-family/commercial)
tr Minor Alteration
(single-family/duplex)
tr Changes to Approved Plans
C Separation Request
'ilrlo'
zz3
For Office Use Only:
Fee Paid: Check No.:
No.:r,{'(,
Cnr;ltx.,.t-c * 3,=r Den'rc4 - { *rQ6v sps(s
PROPOSED MATERIALS
Tvpe of Material Color
fsp#r+r r Stf tNe'€J ruv+rr H Fx rsI,ruj
1^,p Fo.taDf It3 BAff-"''" .--1 - R.s-Ce\ti'
Sr0CC o
Buildinq Mat€rlals
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trlm
Doors
Door Trim
Hand or Deck Rails
Flues
Flashlng
Chimneys
Trash Enclosures
Greenhous€s
Retaining Walls
Exterior Ughting
Other Lo6 PDST5
nAATzd P^rSrr^J6
Ct=qp
@Eeo,iJ
@ sFteul,.J 3 oo 7 witt,a..l.. - [obC>G BPowrJ
SF 3ooz ^ Looee Req,rp
Taow - CWy (,ilr.lon
Si^r 3oo -r
N Aru'?/lL
-tp rna-+r[-- t,r'l^Cnl \rT t3zo'^Jt\]
Suo 3oo 7
FRorU f Dooe - tr.) O o i>
G4en6,g *gt.oEe*o^i - nterAL
}t\c P" s . C€.)A p_
9r-2 Prck+s - q, Sh..^)^ir/tt tv llT
^AET,4
L
uJA( fJJT R?O\^J^J
N/4
N /,A
N(h
3€4- CoI s fE D Aus ( 6tf-Tt N 6 Spe( s /Eer-
C'b AP-
2xb P.s. C6DAL
T(. t+ b,l'{ sTr^J
f4Arc d S,Dr rJg
I\lATUaAt
Itotes:
Please speciff the manufacturer's name, the color name and number and attach a color chip.
Pase 6 of tA02lo7l02
/a (occ r1 rnnntc+ (f rEucE-
PROPOSED TREES
AND SHRUBS
Botanical Name
Lo n ice rc-
in vrr I uC rccfa-
A nr etan ghtcr
a"l"'rLFolr'a-
PROPOSED LANDSCAPING
Common Name
rbreyt l.ae
.orU De?-qi!9--ql-qal- Y 4e1l ','SH-u;
,sh ls
,5rq , br d,a,^-
^f
OuantiW
3
'li< ee- e ngelna na ; i g_^pCc
^a_Up_-be,
Leoc-.>ore Pnrg
..<
I ,
:p.r \os -'l rozn..lo r f e.s O:rArur,J:ggl- t C&Slg-f
^Lr+;vf
jrass(S r ht.b: i a /,'s/u.urJ \e+b^LK
-1o a*+t <ts+;s ----7 nalcL ex-,s'h',y )SO f ,znd a-rbor/ b.k ---------T T (o-,v_pu# la_x ^,,Au-
EXrSfrruG SpZiN f 'gP- i^r-rlFl TUWEQ-* - tnnrn)
€\tV reqf€^rce Aezurur:TLi,"\trtQ- o r 106
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
ilo{ ea+;tta- €ru li 4ps5--,=^. C lnr, brrn,l^
EXISTING TREES
TO BE REMOVED
P,u*, r.>,'.{o"fc-
4a , laJ, Fat ; c,-
Pse.'ciotsugc'.-'m €nai €s5 i
}rseG+lafll-t)-
"6
Minimum Requirements for Landscaping:Deciduous Trees - 2" Caliper
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
Square Footage Tvpe
GROUND COVER
50D oR LAwd
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Size
Page 7 of IA02loTlOz
UTILITY LOCATION CATION
This form is to verify service availability and location for new and should be used in
conjunction with preparing your utility plan and scheduling llations. The location and availabilitv of
utilities, whether they are main trunk lines or proposed lines,
following utilities for the accompanying site plan.
ust be approved and verified by the
Date
QWEST
970,384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharo
EXCEL HIGH PRESSURE GAS
970.262.4077 (tel)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC.
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4024 (tel)
970.262.4038 {fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITATION
DISTRICT*
970.476.748A $el)
970.476.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.949J224 x 112 (tel)
970.9a9.9138 (fax)
Contact: Floyd Salazar
xPlease provide a site plan, floor plan, and elevations when
& Sanitation District. Fire flow needs must be addressed.
NOTES:
ning approval from the Eagle River Water
1. If the utiliW verification form has sionatures from each the utility companies/
are made directly on the form, the Town will pres
development can proceed.
2. If a utility company has concerns with the proposed ,
note directly on the utility verification form that there
, the utility representative shall
The issue should then be detailed in an attached letter
a problem which needs to be resolved.
the Town of Vail, However, please keep
in mind that it is the responsibility of the utility compa
problems.
and the applicant to resolve identified
3. These verifications do not relieve the contractor of the re:iponsibility to obtain a Public Way Permit
from the Depaftment of Public Works at the Town of Vail. Utiliw locations must be obtained before
diqqing in any public right-of-way or easement within the Town of Vail. A buildinq permit is not a
Public Wav oermit and must be obtained seoaratelv.
Page 8 of 12102/07/02
that there are no
ancl no comments
problems and the
I
Cocchiarella Residence
Lighting Specifi cations
Exterior fixtures for side ofhouse near new doors -
4 - one at each new exterior door
Maxim 8041 IRAU - (see cut sheet)
honey iridescent glass
burnished finish
60W (maximum) florescent long life bulb
840 lumens
6'0" from grade - as shown on elevations
Exterior fixtures for sofit down lighting -
6 (3 pairs) across front ofentry and garage doors
Halo recessed down - lighting can - (see cut sheet)
black trim
90W halogen (maximum)
1260 lumens
8044 IRBU, IRCS, IRPE
11.25.W x 13.5"H
1-MB,100W
'.; ',. ;' 'r, i i\l l
8045IRBU, |RCS, |RPE
11 .25"W x 12"H
1-MB.'t00w
(f"L
8047IRBU, IRCS,IRPE
1 0.25'W x 9.75"H x 7.5"Ext
HCO 2"
1-MB,100W
3l'v
8048 rRBU, tRCS, |RPE
1 0.25'W x 1 2.5'H x 7.25"Ext.
HCO 2'
1-M8.100W
JkcdrAftP(tA-
#r=eL f-l*q Trri dorcwl 6ls*"
=- B.rcN'slted
8042 rsBU, |RCS, tRPE
11 .25'W x 16.75'H x 12.25"Ext.
HCO6.5'' BP5"W x 9"H
1-MB, 100W
8041 IRBU,IRCS,IRPE
5.25"W x 7.75"H x 4.25"Ext.
HCO 1"
1-MB.60W
@ .@ @ Dec. 1999 Maxim Lighting International, Inc.
o
Page 30
B0i}.ff)53 Type: ABUILD
coccHr RELLA cafff.THFe
COCCHIARELLA. KATE & CARL
COCCHIARETLA " I(ATE & CARL
SubT\De: ASFR tft€: VN
Phone: (970)476t234
Phone: {970)47&2234
SmJD:
tnip Area:
tsstrED
JRM
Addluon and remodcl ttsc repocb and KRM englneerfng_elte. vlst ldots and recommenda0onc add€d to h. - JITOIIDR OON
|Cb.8roc rert F| flb. not-iound - IDt IN
ROIITED fO JRM, MATT At$D |.€OI'IARD - ADIION 1i
a
!
Btggc.txl In*ocoton(s l
lbmi e0ADC+lnsl , n" i .'i {
Requsior: CoeCHIARELLA - KATE & CARL
4 EXTERIOR ffiRS.
Itorn: 30 BLDGFramlno
O8E&03 -lrrspGctoc cefii
Ogt(Im kup€do{: COAVIS
Commddr: rhedroer cqnddc bm: 70 BLDCr.Mhc.
Cofirmentg: Fina! anolnaorho moort for fhlrnho rEcbt €d sf,a lte
O&,29TJ3 IncDoctd: GCb - Ailon: APCR r 0&,291]3 h3poctd: ecD - A.ilofu APCR APPRC GDPORRECTIO0TI REGD
Cornmanls: ADheAgTm MlL PI-ATESA]DREilChE STRAPSASREAUESIEDOI.IOT2StFiPL|.iffi]XI
INPSECTION. Al"L FFAfifl|lfG lS APPR$TGD.
0S/0304 hspector: JR[l
&lnluLllon ' " ADo{r*
Actbn: APAPPROI/ED
50 BLD&lnlulstbn Appcurtd *
0€n9/tx} h3p€dor: GCD Acilon: l.lo !,,loTFED
commot{s: CHECK FOR GASTffi HA|. PIATES SEE FRAlf.|O hfiBl4"A'tItl t SED FOR FREELOOI(IIft}.'mmods: CHECK FOR 6A5
qyg3p-s ltF.Clgbr: .rR$.
60 BLDGshedroc*Nail " Apprc^rcd "o9/(gfit InsDoclor: ,lRM '
'fnmflsr: APPRoVED sTLSco
os/(Evtit |nsDoclor:corimflSr: APPROVED
r{rdon: l{o t{oTFlED
Actbn: APAPPROVED
A.don: AFAFPROVED
ACilOIT: APAPPf,OI/ED
.tt S" r*,
11-21-2W3 tnspecton Requcst RcporUng _7:10_em_ _____JAIL,CO_:TOWI'I_OE_____
Reguesbd lnrpcct DaE:
Inspec0on Areii Sit Addrtss:
Frldly, ltlovember 2{, 2txl3
5198 GORE CR VAIL
5lS8 GoftClrcre
A/PrD lntbrmlton
Actlvily:
Conc Typ€:
ownef:
A&Dlkrrit:
Conbedor:
Deecrlptlon:tftlhs:
Coffin.r|t
Cornrn€nt
,l
.\i
-\i;..^-R€qt6ebdfl|fte: 08:00 Afl ,j Plrone: l87ot47fi?zu ot- 376 I .n3{
C.ffitmfib: rcqu€st€d finol CO
Ar*hnodTo: JMONDRAGON - Acdcfl: Tlrne ExF;
tHn Co.nmenr3. ffiFCFIFEFEDURT.. WALKTHHLTFUFI?E:BJPAT.|eY A'PffOL,AL
OWNER/CONIRACTOR WILL COMPLETE rrEi'S ,\. ,. *
,r \,
",
ll :-1r I ': \"\',
tnso€cron Ht.brr \ i \" .' , .,.' ., i i' ,," { " ^' ttem: 1o BLDGfoc{lnoa/Slcbt i h nmo"o " i'.. \*' i'' ' ' ^
05f;$r03- lnsloclfr: cdar/ti ' 'ACbn:- tJO l.lOTFlEO
QOMMENb: SOILS REPC}RT RECIEVED AhTD OI't FILE
06/02103 lnsp€c1or: ctlwb Actoo: DN DENED
Comments: No{ rmdy for lnsf*thn ? | | 11 Ufh$."ffip*mfojrnd FtuuJe4 tn bnr,tr f Sfendlno rvd.r and rctumtsd subor8dg |n toffir
subqradh sbughlng o{f ln tocatlori.i, undemnlnlng footf,rg
06/04'03 lnsr€clo.: JRl, Actlon: APAPPRO\GD
CdN'NENID: APFRO\GD FOOTERS A}ID F.XIERTIO D€CK SI.'PPORT PAD6 ON SOT'TH SIDE Oi[Y
0S10/03 Inspector: @D Ar-llon: PAPARTUI APFROVA
COTNMENIs: 2 INTERIOR PADS.
0li/2SrJ3 inspocto,r: JRM Ac0on. APAFPROI/ED . Commnt3: APPROVED2 PADS AT ENtfl Y
ItGtn: 20 BlOC'Foundslrorvshd * Appror/Ed "
OG/1O(B lnto.dor: GcD '- A.ffon: TPAPPROVED
Cornrnsnb: ALt P€Rh/ETER AllD IN1€RIOR FOISDAT!0N WALLS
REPT131 1a39
ii
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I
'P;r.,f!
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ovr{:*j;Jr{v 4{v r t,atr}r,
:l "
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Page 12
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o
11-F2003 Inspecfi on Request Reportlng
--- -VAIL CO:lQWll9f- -.
Requested hspect Oab: Iqurdsy. l{overnbcr 20, ZXXI
lnspegflon Ar?!: GD
Slt€ Addrers: srgt GORE CR VilL
5l 98 Gore C lrcle
Page 23
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D€Ecrlpllon:
llem:
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Pron€: 970-827-9623
Phone: 97O8,27-9623
s{.trs
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ISSUED
GD Occupsnc'!t:
COCCHT/ARELTA, CARL AJ & KATF
HEARTH EXC}.I,A}.IGE,
'}.IC.
ffFE}
HEARTH ExCl-lAt\GE, ll{c. (THE)
CONVERSIISN OF WOOD TO GAS FIREPLACE
Requested hspm{qn(li
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Enbrid By: DGOLDEN K \J
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ftem: ?00 MECH-Rouch *AoorovEd*
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31C MECH -l-lstlno
315 PLMB-Gas Pipinq
3?0 ilEc l.l-E xhilLt Floods
330 MECI-l-Supply A,r
340 M€CH-Mlic.
390 MECII-Rn l
lr 1.. F r,' I
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Design Review Board
ACTION FORM
Departrnent of C-ommunity Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Cocchiarella Remodel DRB Number: DRB030046
Project Description:
Addition and remodel to a preexisting, non conforming residence.
Participants:
OWNER COCCHIARELLA, CARL A. & KATE03/10/2003 Phone:
5198 GORE CIR
VAIL CO
815s7
License:
APPUCANT Pam Hopkins 03/10/2003 Phone:476-2201
Snowdon & Hopkins Architects, PC
Box 3340
Vail, CO
Pam@snowdonhopkins.com 81658
License:
Project Addressr 5198 GORE CR VAIL Location: 5198 Gore Circle
Legal Description: Lot: 8 Block 3 Subdivision: BIGHORN sTH ADDmON
Parcel Number: 209918203006
Comments: Try to move two trees to a new locatio
BOARD/STAFF ACTION
Motion By: Bill Pierce Action: APPROVED
Second By: Margaret Rogers
Vote: 5-0 DateofApproval: 04/02/2003
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff andlor 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: CON0005769
The two trees (to be removed) must be moved to a new location, if at all possible,
Planner: Matt Gennett DRB Fee Paid: 33OO.OO
,*ffi Application for Design Review
Depaftment of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 tax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements 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 rcview approval laps unless a building permit is issued and construction commences within
one year of the approval.
Location of the Proposal:r-ot: B ebck: 3 suuaivision: Er'6l-[oP-rr.)
Physical Address:5tq oaL C-rzcv--
parce|no.:W(ContactEag|eCo.Assessorat970-328-8640forparce|no.)
Zoning:
Name(s) of Owner(s):
Mailing Address:Stqo 6oer (ircl<
Bg
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
Phone:
lL-
$50 Plus $1,00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.NoFee RECEIVED
E-mail Address:
Type of Review and Fee:
fl Signs
E Conceptual Review
D New Construction
)( Addition
tr Minor Alteration
(multi-family/commercial)
tr Minor Alteration
(single-family/duplex)
tr Changes to Approved Plans
C Separation Request
'ilrlo'
zz3
For Office Use Only:
Fee Paid: Check No.:
No.:r,{'(,
Cnr;ltx.,.t-c * 3,=r Den'rc4 - { *rQ6v sps(s
PROPOSED MATERIALS
Tvpe of Material Color
fsp#r+r r Stf tNe'€J ruv+rr H Fx rsI,ruj
1^,p Fo.taDf It3 BAff-"''" .--1 - R.s-Ce\ti'
Sr0CC o
Buildinq Mat€rlals
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trlm
Doors
Door Trim
Hand or Deck Rails
Flues
Flashlng
Chimneys
Trash Enclosures
Greenhous€s
Retaining Walls
Exterior Ughting
Other Lo6 PDST5
nAATzd P^rSrr^J6
Ct=qp
@Eeo,iJ
@ sFteul,.J 3 oo 7 witt,a..l.. - [obC>G BPowrJ
SF 3ooz ^ Looee Req,rp
Taow - CWy (,ilr.lon
Si^r 3oo -r
N Aru'?/lL
-tp rna-+r[-- t,r'l^Cnl \rT t3zo'^Jt\]
Suo 3oo 7
FRorU f Dooe - tr.) O o i>
G4en6,g *gt.oEe*o^i - nterAL
}t\c P" s . C€.)A p_
9r-2 Prck+s - q, Sh..^)^ir/tt tv llT
^AET,4
L
uJA( fJJT R?O\^J^J
N/4
N /,A
N(h
3€4- CoI s fE D Aus ( 6tf-Tt N 6 Spe( s /Eer-
C'b AP-
2xb P.s. C6DAL
T(. t+ b,l'{ sTr^J
f4Arc d S,Dr rJg
I\lATUaAt
Itotes:
Please speciff the manufacturer's name, the color name and number and attach a color chip.
Pase 6 of tA02lo7l02
/a (occ r1 rnnntc+ (f rEucE-
PROPOSED TREES
AND SHRUBS
Botanical Name
Lo n ice rc-
in vrr I uC rccfa-
A nr etan ghtcr
a"l"'rLFolr'a-
PROPOSED LANDSCAPING
Common Name
rbreyt l.ae
.orU De?-qi!9--ql-qal- Y 4e1l ','SH-u;
,sh ls
,5rq , br d,a,^-
^f
OuantiW
3
'li< ee- e ngelna na ; i g_^pCc
^a_Up_-be,
Leoc-.>ore Pnrg
..<
I ,
:p.r \os -'l rozn..lo r f e.s O:rArur,J:ggl- t C&Slg-f
^Lr+;vf
jrass(S r ht.b: i a /,'s/u.urJ \e+b^LK
-1o a*+t <ts+;s ----7 nalcL ex-,s'h',y )SO f ,znd a-rbor/ b.k ---------T T (o-,v_pu# la_x ^,,Au-
EXrSfrruG SpZiN f 'gP- i^r-rlFl TUWEQ-* - tnnrn)
€\tV reqf€^rce Aezurur:TLi,"\trtQ- o r 106
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
ilo{ ea+;tta- €ru li 4ps5--,=^. C lnr, brrn,l^
EXISTING TREES
TO BE REMOVED
P,u*, r.>,'.{o"fc-
4a , laJ, Fat ; c,-
Pse.'ciotsugc'.-'m €nai €s5 i
}rseG+lafll-t)-
"6
Minimum Requirements for Landscaping:Deciduous Trees - 2" Caliper
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
Square Footage Tvpe
GROUND COVER
50D oR LAwd
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Size
Page 7 of IA02loTlOz
UTILITY LOCATION CATION
This form is to verify service availability and location for new and should be used in
conjunction with preparing your utility plan and scheduling llations. The location and availabilitv of
utilities, whether they are main trunk lines or proposed lines,
following utilities for the accompanying site plan.
ust be approved and verified by the
Date
QWEST
970,384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharo
EXCEL HIGH PRESSURE GAS
970.262.4077 (tel)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC.
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4024 (tel)
970.262.4038 {fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITATION
DISTRICT*
970.476.748A $el)
970.476.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.949J224 x 112 (tel)
970.9a9.9138 (fax)
Contact: Floyd Salazar
xPlease provide a site plan, floor plan, and elevations when
& Sanitation District. Fire flow needs must be addressed.
NOTES:
ning approval from the Eagle River Water
1. If the utiliW verification form has sionatures from each the utility companies/
are made directly on the form, the Town will pres
development can proceed.
2. If a utility company has concerns with the proposed ,
note directly on the utility verification form that there
, the utility representative shall
The issue should then be detailed in an attached letter
a problem which needs to be resolved.
the Town of Vail, However, please keep
in mind that it is the responsibility of the utility compa
problems.
and the applicant to resolve identified
3. These verifications do not relieve the contractor of the re:iponsibility to obtain a Public Way Permit
from the Depaftment of Public Works at the Town of Vail. Utiliw locations must be obtained before
diqqing in any public right-of-way or easement within the Town of Vail. A buildinq permit is not a
Public Wav oermit and must be obtained seoaratelv.
Page 8 of 12102/07/02
that there are no
ancl no comments
problems and the
I
Cocchiarella Residence
Lighting Specifi cations
Exterior fixtures for side ofhouse near new doors -
4 - one at each new exterior door
Maxim 8041 IRAU - (see cut sheet)
honey iridescent glass
burnished finish
60W (maximum) florescent long life bulb
840 lumens
6'0" from grade - as shown on elevations
Exterior fixtures for sofit down lighting -
6 (3 pairs) across front ofentry and garage doors
Halo recessed down - lighting can - (see cut sheet)
black trim
90W halogen (maximum)
1260 lumens
8044 IRBU, IRCS, IRPE
11.25.W x 13.5"H
1-MB,100W
'.; ',. ;' 'r, i i\l l
8045IRBU, |RCS, |RPE
11 .25"W x 12"H
1-MB.'t00w
(f"L
8047IRBU, IRCS,IRPE
1 0.25'W x 9.75"H x 7.5"Ext
HCO 2"
1-MB,100W
3l'v
8048 rRBU, tRCS, |RPE
1 0.25'W x 1 2.5'H x 7.25"Ext.
HCO 2'
1-M8.100W
JkcdrAftP(tA-
#r=eL f-l*q Trri dorcwl 6ls*"
=- B.rcN'slted
8042 rsBU, |RCS, tRPE
11 .25'W x 16.75'H x 12.25"Ext.
HCO6.5'' BP5"W x 9"H
1-MB, 100W
8041 IRBU,IRCS,IRPE
5.25"W x 7.75"H x 4.25"Ext.
HCO 1"
1-MB.60W
@ .@ @ Dec. 1999 Maxim Lighting International, Inc.
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DESIGN REVIEW BOARD AGENDA
Wednesday, April 02, 2003
3:00 P.M.
PUBLIC MEETING RESULTS
PUBLIC WELGOME
Qttcepy
NEW MEMBER ORIENTATION 11:30 am
PROJECT ORIENTATION / LUNCH - Community Development Department 12:00 pm
MEMBERS PRESENT MEMBERS ABSENT
Clark Brittain
Bill Pierce
Hans Woldrich
Margaret Rogers
David Viele
SITE VISITS
'l . Cocchiarella - 5198 Gore Circle
2. Turilli - 2960 A Manns Ranch Road
2. Cook - 1012 Eagles Nest Circle
3. Potato Patch Townhomes - 770 Potato Patch Drive
4. Rosen - 1 150 Westhaven Circle
5. Beaver Dam - 363 Beaver Dam Road
6. Mountain Haus - 292 E. Meadow Drive
Driver: Warren
2:00 pm
PUBLIC HEARING - TOWN COUNCIL CHAMBERS 3:00 pm
1. Swearing in of re-appointed DRB member Bill Pierce (4rh term) and appointed DRB
member David Viele - Lorelei Donaldson. Town Clerk.
2. Election of 2003 Chair - Clark Brittain
MOTION: Margaret Rogers SECOND: David Viele VOTE: 5-0
Vice-Chair - Bill Pierce
MOTION: Clark Brittain SECOND: Margaret Rogers VOTE:5-0
3. Rosen residence DRB03-0051
Final review of proposed new single family residence with Type ll EHU
1 150 Westhaven Circle/Lot 39-2, Glen Lyon Subdivision
Applicant Robert Rosen
MOTION: Bill Pierce SEGOND: Hans Woldrich VOTE: 5-0
Allison
APPROVED WITH 4 CONDITIONS:
I
I
1. That prior to submittal of the building permit the landscape plan shall be revised
to add additional screening along the berm. A minimum of 5 trees shall be added
and the landscape plan shall be revised to appear more natural, with staff
reviewing the changes for compliance.
2. That prior to the submittal of the building permit the drawings be updated to
reflect the details as presented at the meeting.
3. That prior to the submittal of the building permit there be a detail for the transition
between the log siding and the wood siding.4. That prior to the submittal of the building permit all Public Works and Planning
issues be resolved by the applicant and approved by staff.
4. Whiterock LLC DRB03-0036 Bill
Final review of oroposed e)derior alteration
1249 Westhaven Circle/Lot 35, Glen Lyon Subdivision
Applicant: White Rock LLC, represented by Tab Associates, Inc.
MOTION: BillPierce SECOND: Margaret Rogers VOTE:5-0
TABLED UNTIL APRIL 16, 2OO3
5. Turilli residence DRB03-0065 Bill
Final review of proposed addition
2960 A Manns Ranch Road/Lot 8, Block 1 , Vail Village 13th Filing
Applicant: Penny & Steve Turilli, represented by Peel/Langenwalter Architects
MOTION: Bill Pierce SECOND: Margaret Rogers VOTE:5-0
DIRECT STAFF TO STAFF APPROVE WHEN COMPLETE
6. Cook residence DRB03-0054 Warren
Final revieW of piopoSed neW StuCCo wall and fende.
1012 Eagles Nest Circle/Lot 2, Block 6, Vail Village 7th Filing
Applicant: Sam Cook, represented by Fritzlen Pierce Architects
MOTION: David Viele SECOND: Margaret Rogers VOTE: 5-0
TABLED UNTIL APRIL 16. 2OO3
7. Sun Vail DRB03-0053
Final review of proposed grading, landscaping, and new pool house
635 N. Frontage Road/Sun Vail Condominiums
Applicant: Sun Vail Condo Association, represented by Design Workshop
MOTION: Bill Pierce SECOND: Margaret Rogers VOTE: 5-0
CONSENT APPROVED WITH 2 CONDITIONS:
1. The applicant shall satisfy Public Works and Fire Departments concerns, prior to
issuance of a building permit.
2. That it is recommended that additional shrubs be added on the south side of the
berm with sprinklering.
8. Potato Patch Townhomes DRB03-0063 Warren
Final review of proposed exterior alterations
770 Potato Patch Drive/Lot 6, Block 1, Vail Potalo Patch
Applicant: Potato Patch Townhome Assoc., represented by Prima Associates
MOTION: Bill Pierce SECOND: Margaret Rogers VOTE: 5-0
Warren
I (
CONSENT APPROVED
9. Cocchiarella residence DRB03-0046 Matt
Final review of proposed remodel/addition
5198 Gore Circle/Lot 8, Block 3, Bighorn stn Addition
Applicant: Kate & Carl Cocchiarella
MOTION: BillPierce SECOND: Margaret Rogers VOTE: 5-0
APPROVED WITH 1 GONDITION:
1. That the applicant relocate the 2 trees to be removed to a suitable location.
10. Mountain Haus DRB03-0055 Matt
Final review of proposed sign program
292 E. Meadow Drive/Block 5D, Vail Village 1" Filing
Applicant Mountain Haus Condominium Home Owner's Association
MOTION: Margaret Rogers SECOND: Hans Woldrich VOTE; 5-0
APPROVED WITH 1 CONDITION:
1. That the sign color be neutral and submitted to staff for approval.
11. Town of VailDRB03-0079 Allison
Final review of proposed recreation path guardrails
Town-wide
Applicant Gregg Barrie, Town of Vail Public Works Department
MOTION: Bill Pierce SECOND: Margaret Rogers VOTE:5-0
CONSENT APPROVED WITH 2 GONDITIONS:
1. The railings shall be painted black.
2. That each railing location must be approved by the Planning staff prior to
construction. This approval does not apply to the Village or Lionshead.
Staff Approvals
Vail International DRB03-0020
Exterior modifications
300 E. Lionshead Circle/Lot 3, Block 1, Vail Lionshead 1't Filing
Applicant: VaillnternationalCondoAssociation
McClusky residence DRB03-0039
Deck enclosure
1476 Westhaven Drive/Lot 53, Glen Lyon Subdivision
Applicant: Dorothy McCluskey
Hamelin residence DRB03-0068
Change to approved plan
5167 Gore Circle/Lot 12, Block 3, Bighorn sth Addition
Applicant R. Hamelin
Matt
Warren
Matt
,,
Hyatt residence DRB03-0076 Judy
Replace retaining walls
1200 Ptarmigan Road/Lot 1A, Block 8, VailVillage 7h Filing
Applicant: Eileen Charles Hyatt
Ferguson residence DRB03-0058 Matt
Replace balcony railing
Meadow Vail Place, 44 West Meadow Drive/Lot 1, Vail Village 2nd Filing
Applicant; John Ferguson
Timberfalls DRB03-0045 Matt
Re-roof Building 20
4564 Timberfalls CourUTimber Falls Condos
Applicant: William & Linda Ragland
Pattison residence DRB03-0077 Bill
Change to approved plan for 23 sq. ft. addition
5126 Black Gore Drive/Lot 2. Block 12. Gore Creek Subdivision
Applicant: Pete & Carol Pattison
The applications and information about the proposals are available for public inspection during
regular office hours in the project planner's office, located at the Town of Vail Community
Development Department, 75 South Frontage Road. Please call 479-2138 for information.
Sign fanguage interpretation available upon request with 24 hour notification. Please call 479-
2356,Telephone for the Hearing lmpaired, for information.
r,{.? copy
D e part m ent of C ommunity D eve lop ment
75 South Frontage Road
Vail, Colorado 81657
970-479-21 38
MX 970-479-2452
www. ci.vail.co.us
March 26, 2003
Kate and Carl Cocchiarella
5 198 Gore Circle
Vail, CO 81657
RE: Cocchiarella Residence - Addition/Remodel, Lor 8, Block 3, Bighorn 5s Addition.
(DRB03-0046)
Dear Kate.
The Torvn of Vail Staffhas recently reviewed the Design Review application for the proposed
modifications to your residence. The following is a summary of the preliminary comments fiom that
revierv:
. Per sections l2-11-3C.2 ofthe Vail Town Code, and 10.D.6 of the Town of Vail Development
Standards Handbook, the entire roofofthe whole structure must be done using the proposed
asphalt shingles at a weight ofat least three hundred (300) pounds per roofing square foot.
r A staging plan is required by public works showing the new location ofthe proposed, temporary
structure to be moyed and used for staging.
Please be advised that an ILC will be required at both foundation and fi-aming inspection to verifo building
location and height.
This proposal has been tentatively scheduled for review by the Design Review Board at its Wednesday
April 2,2003, public hearing. This public hearing is scheduled for3:00 PM in the Council Chambers of
the Town of Vail Municipal Building located at 75 South Frontage Road.
lfyou have any questions or comments, please feel free to contact me directly at (970) 479-2140.
Hfu*a-
Planner II
Town of Vail
{g rt"r"""o "ort*
Feb-26-O3 L?.52P VAIL L IGHTS
rTAtl'
DESCFIPTION
97o
screw for hangor bare end
clttouts f(.tf crimPing harrg€r
bars in position.
. Prs'inst8ll€d, caPttvB balr
harrgers allow houslng to.llP
oosttionad al anv polnl wlrnrn
a 24" ioist span Scor€ lin€s
provided for easY fiold
shon€ning for 12" ioisls.
Unique arrowhead desrgn
providet "Nailoss'"
instsllation. Bar hange's carr
b€ rePosilioned 90' wr'-hout
tools. Hangers {it ontoT Bar
spline for q!ick slignment
and cgn be PermananllY
s€cured wilh opti(|nal
T87 T-Bar cljp.
. Sockel Plug Provids|.
protecllon agalnsl p6lill
overspray
lnsidlstion Feltu|.G3
. 7 112' heighi allows u;e in
2"x 8" joist constrocrr)n.
. HTICT adius(s for cailinqs uP
to 2" {HTICAT uP lo'1") thiek
Listings
. UL O8rnp locstion
lnsttlhion f?attrl€5
. 7 1i2" h€ighl allo\rl6 tlse !n
2"x8" ioi$ construclion'
. lntegral ilange securBs {ixture
against ceiling.
. Four remodelcllPs secure
housrnq and scco.nfno'lale
ceiling ihictness frorr 3/l" to
Lbtings
. UL DamP locatron
. UL Fae.l Through
. CSA Cerlilied
. UL listed for dirsci cJntact
with insulalion
. Mo€ls State of Calift)iniaTitle
24 raquiramenlg
. lP Rated
. H?FICAT mgsts Stat€ of
Wsshingron Restricted Air
Flow requlrgments
949 o
D
3342
I M EN SIONS
P -OZ
HTICT
lC H,f, US lN G
a---
HTICAT
Arff-TITE i lc Housll\t-;
. For insulaled ceilings atrd
dirsct contact with
insulation
. Int€gaal rhermal Proteclor
HTRIgT
F€MODEL IC HC USING
HTFICAT
FEMOOEL AIR TITE'" IC
HOUSINC
. For insulst€d ceilings and
direct contaci wlul
ingulstion
. C€n be installed lrom
b€low the ceiling
f{rr installatons wher€ the
housing will be in tlirect cootlsl
wi(h ceiling insulatron, Integlal
thermal protectof Prov|oes
oositive P(oleclion agslnsl
ov€rlsmPing.The HTICAT Altl-.
TITE housing meats Restrict{'d
Air Flow resltrem.lnrs.
Houslng Fcdulot
. Integral thsrmal Prot€ctor
guards against irnProPer
lamp|ng.
. H /ICAT ho(rsing is gaskett'd
to preverrt air flow from
heal€d or air collditioned
9pac6s.
. Adiustable soclet bra*et
as-sures Ptopsr and cgnsF t€nt
lamP Positioning
. Junclion bot is list€d lor
through brandl circuil wir ing
and has seven 1/2" knocj< luts
lrith true Pry-ottt gois
. Slide'N-Side'' cannectors
allow non'matallic sheatl rad
clble to be install6d with'tul
tools and withoul rgmovlng
knqckouts.
For remodeling installatior s
where housing will bs in d
'ect contact with insulation. Inl tgral
thermal proleclor Provider
oosilive Protectton agatnsl
overlamping. AtR-TITF ho 'tsing
Dtevenls airllow bgtwcer attrc
and living areas
llousino Fc!tutGs
. Integfal thermal ProteclDr
Oudrds againsl overlaml)loq-
. Adiustable soctsl brack')t
allows lh€ u9e ol diffcrent
lamp typos aod sizes as well
as assurlng Propgr and
consistet lanlp postttot ttng'
. Junction box is list€{l for
through brancfi circuir \''iring
and has sovell 1/2" kno *ouls
with true Pry'out slots
. Four Romex Pryouts wlth
integfal strain reliel sin PlifY
Romex installation
1
7 1f2
I
I dr/z' I
{165d!ni
. UL F€edThrough
. CSA Celtif ied
. UL lisred lor direci contact
with insulataon
. lP rated
. Meets State of Calitorni6Title
24 reqtrtlemerrls
. HTICAT meets Stst€ oi
washington Festrict€d Air
Flow requirements
,,t']1 | tt,2"
I jl ll I rlermmr
; _- l,l_r
I ro r;r" -l
-.t
I
I tn'd,
llgln.hl
I
t.l
ClilFtq DP€nr19
67n'
Itt _-l
I -=d- 14 t*=l r 131,4' _.
i:A71)ml
12 {t
?s 6"1 20 q?
Fr;:*lffr'sl{""'r:i,sg.^w.n!.r o,. ^r qr drPry
J
Plrller lramo indudos lo J(ing
tqo" /
Cooper Lighting Corc itf)'/z?ctrT
Fitc i 8S292E5800
FIRST AMERICAN HERITAE TTTLE CO
318 Brordway P.O. Box l98O . Eagle, CO 81631 . Phone (970) 328-5211 . FA)C (970) 328-5252
COMMITMENT
SCttEDItLE I
co'nltreD! No: 8S29285800-3
' l. coELt[stlt Dater June 23 ' 2000 at 7:29 A.M.
Z. pollcy o! PollcLe5 to be igsued: Pollcy hount
(r) ortacrs Polisy - Proposod rasured: 5 715.000.00
Catt A. Cocchiarella and Kate Cocchiarella
(b) Loen goltcy - ItoPotcd rnsua.d: $ 55S,000'00
To Be Determined
3. Fee g{Dplc LnterBat ln the land descrlbad in thle CollitlenE is ololed, rt tbe
c@LtDeat Datse ItY:
Paula Canning and Dr. Jobn Canning
a. ltrr land r.!.rr3d to ln thls coryrltDcot lc dtersribed as followc:
L,oE I Block 3, Bighorn Subdivision Fifth Addit,lon, according to the plat
recorded Nov€rnber 25, 7966,
county of gagle,
state of Col.orado.
(for informalional purposes only) 5198 Gore circle
PREMIUM:
Owner's PolicY $ 590. 00
Tax certificatse S 15 ' 0o
Mortgage PolicY S 85.00
Forft 130.2 - oEc Endorsement $ 35.00
Form 130.3-Inflation 5
A7 /06/00 15: 02: 14 kc LI"11289
d7 /a6lao 15:02 : 15 kc LM1289
. UECEAT$C ' S IJIEII PROIIECIION
Ifyouareabuyerofasinglefamifyresidenceyoulnayrequest'
coverage to be lssued on your policy of insurance'
ff the property being purchased has not been the subjecE
improvements or repair in the last six months prior to tshe date of
therequiremenbswillbepa}mentoftheappropriatepremiumandthe
Affidavlu and Indemnity bryr the se1ler'
Ele|, ES292t5Eo0
flOIfIcE TO PROEPECE]IVE OXITERg
(A STATEIVIENT MADE As REQUIRED BY coIJORADo
INSURANCE REGUTATION}
CAP FN,OXECTION
ftlhen this company conducts the closing and is responsible for recording or fiLing Ehe
Iegal dacuments resulting from the bransaction, the Company shal1 be responsible f,or
all matsters which appear on Ehe record prior Eo such time of recording or filing.
mechanic's I ien
of construction,
this coNniEment
completion of an
If the propercy being purehased was constructed, improved or repaired witbin six
monEhs prior to the date of this comnitmenc the requirements Inay invol-ve di"scLosure
of certain financial inforrnatsion. pa]&ent of premiums. and indemnity, among others.
Tlhe general reguirements stated above are subject to the revision and approval
the company.
SPECIAL InAXING DTSTR,ICT NOTICE
{A Notice Given In Conformity With Section LO-!!-L22 C'R'S')
?he subJect land may be located in a speciai t.xittg districu; a certificate of Eaxes
due listing each taxing jurisdictlon shall be obEained ff,om Che county treasurer or
tbe councy Ereasurer,s authorized agentr and inforrnacion regarding special distsricts
and Ehe boundaries of, such districts may be obtained frorn the board of county
conmissioners, the county clerk and recorder, or the county assessor'
d7 /A6/00 15:02:16 kc LM1289
Fo::a Ao. 1344-81 (CO-881
I'E!B P1ala l.aEgruege cc@LtroDE
SCHEDI'LE B . SECT:LON 1
orider No. 8529285800-3
R€quir€rtr€nts
fbe folloslng requlB.u.nts rtuit be Bet:
(a) pay the agreed alnounts for the intrerest in Ehe Iand and/or for the mortgage to be
insured.
(b) Pay us the pretniuns ' fees and charges for the policy'
(c) Obbain a certificaLe of taxes due from the counEy treasurer or the counEy
treasurer's authorized agint '
(d) Che following documents satisfactoly tso us must be signed, delivered and
recorded:
1. Warranty Deed sufficient to convey the fee simple estate or interest in the
land described or referred to herein, tso Ehe Proposed Insured, Schedule A'
Item 24.
Z, Deed of Trust sufficient to encusdcer the lee simple estate or interest in the
Iand described or referred to herein for the benefit of tshe Proposed Insured,
Schedule A, ILem 2 b-
3. Release of ttre Deed bf TrusE from Canlo Colorado Enterprises. Ine., a Texas
Corporation to the Public Trust€e of Eagle County for the benefits of Peoples
National Bank tso secure an indebtedness in the principal sun of $136,459'00'
' and any other amounts and/or obligations secured thereby, dated october 27'
1992 and recorded November 5, L992 in Book 593 at Page 523'
4. Release of Ehe Deed of Trust from Faula Canning and Dr' John canning Eo the
public frustee of r1.agle County for the benefit. of Canlo Col-orado Enterprises,
Inc. E,o secure an indebcedness in the principal sum of $327,500.00, and any
other amounts and/or obligations secured thereby, dated !{ay. 1998 and recorded
May 21, 1998 a! Reeeption No. 65?325.
The followingr nraterial, which may not necessarily be recorded' must be
furnished to Ehe company to i-ts saEisfaction Eo-wit:
(e) Evidence that all assessmenEs for cormnon expenses due under the Decl'axation
referred. to as Item No, 9. of Schedule B, section 2 have been paid.
(f) Compliance with Ehe provisions of Section 39-L4-L02, colorado Revised Statutes,
requiring completion and filing of a Real Property Ttansfer Declaration'
{g) Evidence satisfactory to Ehe Company of Compl iance with an ordinance enacLing
- -Cont inued
Filc I ES2%E5 800 o
O'7 / 06 / UD 15: 02: 19 kc LldL289
For'd No. L344-B! (cO-8S)
Itrt} Platrl f,rngiuage C@l'Crleng
oraor No. 8s29285800-3
gcttedu:.. B - ge(ltioa 1 coBtLau.d
a real estate transfer tax within the town of Vail together with all amendnents
thereEo.
NOTE: The plain Language Policy will be issued provided the atstached Affldavit
and Agreement is properly execuced and returned Eo Ehls office'
NOTE: IF t'HE SA],ES PRTCE OF THE SUBJECT FROPERTY EXCEEDS $1OO.()OO.[)O THE SELI'ER
SHAL,L, BE REQUTRED TO COMpLy WITH THE DISCLOSURE OR WITEHOLDING PROVISIONS OF C.R'S.
3s-22-604. 5 (NONRESTDENT WTTHHOLDTNe) .
tr10# 8s29tr85800
oi toS/od 15:02:18 kc LM1289
trota No. !3 44'BZ (co-88)
fl.ttr tlriD lJa.[gua!l. co@itn'nt
Elc, ES292tiB00
O
SCIIEDUfTE B - g€ction 2
oldrr Ho. 8529285800-3
lny policy so lstue rrtll hav' ube
to our EatLcf,actLon:
3-
4.
Exc€Ptlong
f,ol1owing exc€ptlona qalerr ehsy are tah'n car6
reserved on cbe Plat of
not. limiEed to:
over all interior lot
o!
1. Taxes and Assessments not certified to the Treasuret's office'
2'Anyfacts,rlghts,interestsorclaimswhicharenotshownbythepublicrecords
bucwhichcouldbeascertainedbyaninspectionofEhelandorbyrnakinginguiry
of persons in possession tltereof '
Easements, OI Claims of easements, not shown by public records'
Discrepancies, conf ].icts in boundary lines, shortage in area, encroachment's. and
anyfactswhichacorrectsurveyandinspectionoflhelandwoulddisclose,and
which are noc shotm by the public records'
Anylien,orrightEoalien,forservices,laborormaterialheretsoforeor
heieaft.er furnished, imposed by 1aw and not shown by the pubric records -
Any and ai.I unpaid taxes, assessments and unredeemed tax sales'
Reserva'tionsandexcepEionsinpatentsandinactsauthorizingtheirissuance
as the s4me may affecE ehe subject property and spacifieally. the riEhts of the
fropriecor of i vein or lode to exEracts and remove his ore therefrom should the
sa&ebefoundtopenetrateorinlersectthepremisesassetforthinUnitsed
stat€s PaEent filed in the Eagle County records'
Reservationsand.excepEionsinpatentsandactsauEhorizingtheiri.ssuanceas
thesamerlg;yaffecEthesubjectpropertyandspecifically,EherighE*-oditches
andreservoirsusedinconnectionwitshvestedandaccruedwaterrightstogether
with the r€servauion of a right-of-way for ditehes and canals consEructed by
ttleauthoritsyof,tbeUnitedstalesassetforthinunitsedstatesPatentsfiled
o.
7.
in the Eag:l.e county records '
g. covenants, conditions and restrictions, whlch do not include a forfej'ture or
reverler clause, set forth in Ehe instrutnent recorded in Book 1?5 at Page 445'
provislon6 regardlng race, color, creed, and national origin, if any, are
de letsed '
10. EasemenEs, reservalions and resttictions as shown or
Bighorn Subdlvision, Fifth Addition' including' but
a. An easement for uEilities and incidental purposes
lines being 5 feet in width of the land'
11 . Any right, ticle or interest of
and/or the United States in and
- - cont inued
the g'eneral public, Ehe
to Ehe bed and banks of
StaEe of CoLorado
Gote creek.
Fdc * 8529285800
Al tostdA 75202 20 kc Lll1289
lorn No. ]344-82 (cO-88 )
tJtlif, Pla:tn L.'ugfurg. Coeitl! n'g
Sctredule B - gsctsioE 2 contLnued
Ordst Ro. 8529285800-3
72, Any increase or decrease in the area of the la$d and any adverse claim to any
poition of Ehe land which has been created by or caused by accretion or
relietion, wbeeher naEural or arLificialt and the effect of the gain or Loss
ofareabyaccretionorrelictsionuponthenarketabilityoftheEitteofEhg
1and.
13. EncroactunenE of Portable wood frarne garage into 10 foots drainage and utility
easem€nt,andencroachden!ofsplitrailfenceintoroadrightofwayasstrown
on the Irflprovement Location certificate prepared by Inter-Mountain Engineering
dated MaY 3L, 199L'
* ******* '1.+'i***'l*+* * * * + * * * * + * * * + * + * + * * *.1************* *+:1.**'f ** *'t *******,*+*****+*,i***'l*********
TOWNOF VAIL, COLORADO Statement
+*++* * **** * *+* * ******+ * ***** ***** ** *** {.* * ** * *** * * * *,} + * * * * * * * * + + * ** *****d.:1.*** + ** * * * * + * + {.'1. + * * '}
Statement Nunrlcer: R030003692 Arnount: $300.00 03/l-0/200303:03 PM
Pa]rment Met.hod: Check Init: .TAR
Notation: 318 3 Kate 6.
CarlCocchiarel- La
Permit No: DR8030046 qT)e: DRB - Addicion of GRFA
Parcel No: 20991-8203006
Site Address: 5198 GORE CR VAfL
Location: 519 8 Gore Circle
Total Fees: 53 00.00
This Payment: $300.00 Total ALL Pmts: $300.00
Balance: $0.00
* **{.'* ***1. +**** **** *** * *++* *,* * ** * ** *****+*** ** ***:t:} * **{.+**** * ***** ***+* * + * * + + * * +,1. * + * * * '1.:},} * * **
ACCOUNT ITEM LIST:
Account Code DescriDtion Curnent Pmts
DR OO1OOOO31122OO DES]GN REVIEI,I FEES 300.00
Lcgal dcscription: Lot I Block S-Fir,s F' ,sA "J)r'l'e-
ZONE CHECK
Phonc
Phonc
Proposcd usc
Buildable arca
Ad drcss
Orrncr
Architcct j Zonc district
Lot sizc
. hoposcd
+ &E6f- =
Total (.ilrf Rcmaining,
g3.S F
+(4
A .+(1
Cangc Crcdit
unvcway
Conrplics wirh TOV Liglring Ord.inancc
Arc finishcd gradcs lcss tban 2:l (50%)
EnrironmcnhL/llazards
Previous conditions of approval (chcck propcrty filc);
* 675 = 425 crcdir plus 250 addition
| ) Pcrccnt Slopc (< >30%
2) Floodplain
3) Wctlands
4) Watcr Coursc Sc-tback (30) (5
5) Gcologic Hazards
a) SnorvA
b)
c)
Docs rhis rcqucsr involvc a 250 Ad Atnon? ye g
Horv much of tlc allorvcd 2j0 Addition is uscd r#rn rhis rcqucsr? n .l (
Sitccovcragc tlrnOzi JZ/Hcigbt eo(p ?b' eS' ]---:-_-_Sctbacks Front :. 20, _S_4/at,.ante /7Vnx"l sidcs .Ji, .,p:\ l/at-/O<W"9 sid.. .r5, _J4\ | /2,
.. .R"a. li, V
Landscaping Nrinimum 6f"6 tt " 6 f % _622 ,uX
Rctaining Wall Hcigis 3. / 6,
ParkingRcquirca?33^*. Encloscd
GoovdmDeoo).(r2oo) 2Ol
RocLfall
Dcbris F
I
AA
Existing
Pcrmittcd Slopc \- froposca Slo --. "Z:,/Ycs- t/ - No--
Y*-J4- No
t o
(ape6 puu. ssacce) dd,rbau6 .
r .t:
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:'' . f:i'it
. suorrc!$rrlsrd +
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sropFroJ ^ii!A -T
(puno6:cpun) sanJl1n +
scp'yapeqglun, +
I uogecgur1.O.C t_
scldrussFi,leuriurpllsg +
jir'r.rosorosd a:
rrlloJuoqPrgur^',(lllgn
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.'
I
(g rp V) u.?dor tnrr 1
p,ro.rddyopuop Z
,." snoaYlgrsln
puaicl -l-
sto4 posodord -f
sco-q SupsJxS
NvldsdvrsqNv/t
suoqe,rclc lods
sloou:o1 l(tr1n11
sp][zBH lEtruauru on^uE
{JEqlrs csmoJ lilcy'r\
uJe 1d poog .:,( gg I
,tqde.6'odo1
slusrucsP:l
E?rv clqspllng
uopdpcscp pfi,1
:lJEruqlusg
aFcs
rl'udJoou -l-
slsprlehlvotoc
l-CFCS
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nHs -1- /
credg cp141aru3
v$t9 lEuoqlppe 092
vc{0
CPJS
s,v'/l.d10or
Planning and Environmental Commission
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxi 970.479.2452
web: www.ci.vail.co.us
Variance from front setback
Variance application (from front setback)
OWNER COCCHIARELLA, CARL A, & KATE01/06/2003 Phone:
5198 GORE CIR
VAIL CO
81657
License:
APPLICANT Pam Hopkins 0U0612003 Phone: 476-2201
Snowdon & Hopkins Architects, PC
Box 3340
Vail, CO
Pam@snowdonhopkins.com 81558
License:
5198 GORE CR VAIL Locauon: 5198 Gore Circle
Lot: 8 Block 3 Subdivision: BIGHORN 5TH ADDffiON
209918203006
Project Name:
Project Description:
Participants:
Project Address:
Legal Description:
Parcel Number:
Comments:
PEC Number: PEC030003
BOARD/STAFF ACTION
Motion By:
Second By:
Vote:
Gonditions:
Chas Bernhardt
George Lamb
6-0
Action: APPROVED
Date of Approvalz OI/2712003
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; CON0005724
Driveway to be redesigned per redmarked set of drawings.
Planner: Matt Gennett PEC Fee Paid: $500.00
l'/'of
Application for Review by the
Planning and Environmental Commission
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www,ci.vail.co.us
General Information:
All projects requiring Planning and Environmental Commission review must receive approval prior to submitting a
building permit application. Please refer to the submittal requirements for the particular approval that is requested.
An application for Planning and Environmental Commission 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 Design Review Board.
Type ofApplication and Fee:
tr Rezoning 91300 tr Conditional Use permit
tr Major SuMivision 91500 tr Floodplain Modification tr Minor Subdivision $650 D Minor Exterior Alteration tr Exemption Plat $650 tr Major Exterior Alteratjon E Minor Amendment to an SDD 91000 fl Development plan
tr New Special Development District 96000 E Amendment to a Development plan
tr Major Amendment to an SDD $6000 tr Zoning Code Amendment tr Major Amendment to an SDD $1250 E! Variance
(no exterlor modifications) O Sign Variance
physicat Address: 5 lclA 6o fZ E C t ec cL
Parcel No.:(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zonins: 4lNbw rAHu2tl
$6s0
$400
$650
$800
$1s00
$250
$1300
$s00
$200
Description of the Request:
Locationof theProposal: Lot: b ilock: 4
Name(s) of Owner(s):(gre /4^rI Caz. (.'<<Flt4iaeL14
Mailing Address:1q g, C, u eA- C i zc' t-L vA tL_
?o -(
r+
Phone:
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
,Pe'
E-mail Address:
r"'om*.SflUD
check No.:
Application 'Date:
Planner:
Page I of6-01/18/02 \N
Written Description of the Nature of the Variance Requested and the Specific
Regulation(s) Involved
Fronf Set Back Variance:
. The existing residence and existing free-standing garage were built in the early
1970s. Their locations are non-conforming by Town of Vail standards.
. The existing garage will be demolished. lt is in both the front and side set backs, and
is on the Town of Vail right of way.
r The existing entry and living room are down a half level from the main floor level.
We are proposing to demolish this wing and then build a new entry and a two-car
garage both level with the main floor.
The proposed garage addition will not protrude into the 15'side set back and will not be
on the Town of Vail's land.
The new entry will still be in the 20'front set back - it is in the same location as the
existing entry, but raised to the main level. This will allow a minimum remodel of the
existing residenoe. The entry is approximately 80'from the edge of Gore Circle.
The three new proposed bedrooms are not in the 20'front set back.
PO Box 3340 r Vail. Colorado 81658. Phone:970-476-220 1 e Fax:.970-476-749 1
Written Statement
a. This proposal improves the distance between the garage and lot 9 as well as
relocating it off the Town of Vail right of way and out of the side set back. The entry
location remains in the front set back and 80'from the edge of the road (Gore Circle).
b. To relocate the entry out of the front set back would require extensive interior
remodeling of the existing house, the removal of some wonderful stands of pines as well
as the long-established gardens, and would necessitate pushing the garage 90'from the
street.
c. The requested variance would have no effect on light, air, distribution of the
population, transportation, traffic facilities, utilities, or public safety.
d. The requested variance complies with the Town of Vail's objectives by reducing the
two buiHings on the lot to one upgraded building with only one variance, the front set
back
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PO Box 3340 o Vail. Colorado 81658. Phone:970-476-2201 . Fax:970-476-7491
PLANNING AND ENVIRONMENTAL
PUBLIC MEETING RESULTS
Monday, January 27,2003
PROJECT ORIENTATION / - Community Development DepL PUBLIC WELCOME
o
COMMISS
MEMBERS PRESENT
George Lamb
Erickson Shirley
John Schofield
Chas Bernhardt
Doug Cahill
Gary Hartmann
Site Visits :
1. Cocchiarella residence - 5198 Gore Circle
2. Vail Valley Medical Center - 181 West Meadow Drive
Driver: George
reX
NOTE: lf the PEC hearing extends until 6:00 p.m., the board may break for dinner from 6:00 - 6:30
Public Hearinq - Town Council Ghambers 2:00 pm
1 . A request for a conditional use permit, pursuant to Section 12-9C-38, Vail Town Code, to allow
for a tourisVguest service related facility accessory to a parking structure, and a request for a
variance from Title 1 1, Vail Town Code, to allow for proposed signage and setting forth details
in regard thereto, located at 181 W. Meadow Drive/Lots E&F, Vail Village 2no filing.
roN FILE COPY
12:00 pm
MEMBERS ABSENT
Rollie Kjesbo
1:00 pm
Applicant: Stan Anderson
Planner: Bill Gibson
MOTION: Doug Cahill SECOND:Gary Hartman VOTE: 5-1 (Schofield opposed)
APPROVED CONDITIONAL USE PERMIT WITH 6 CONDITIONS:
1. The applicant is permltted to provide up to 100 existing parking spaces in the Vail
Valley Medical Center parking structure for short{erm public skier/guest parking on
Saturdays and Sundays from November 1 to April 30 annually. All business
transactions associated with providing this skier/guest parking shall be limited in
duration from 8:00 a.m. to Noon daily on Saturdays and Sundays from November 1
to April 30 annually. During the operation of business transactions for this public
skier/guest parking, the applicant shall keep the parking structure entrance gate
open and staff the entrance to prevent traffic congestion on the South Frontage
Road.
2.
2 The applicant shall operate all business transactions for this public skier/guest
parking at the Vail Valley Medical Center parking structure entrance located on South
Frontage Road. The applicant shall not operate any business transactions for this
public skier/guest parking at the Vail Valley Medical Center entrance on West
Meadow Drive.
3. Prior to providing any pubic skier/guest parking, the applicant shall erect adequate
signage internal to the parking structure to direct pedestrians from the parking areas
to the Town of Vail In-Town Shuttle bus stops.
4. The applicant shall receive Colorado Department of Transportation (CDOT), Town of
Vail Public Works Department, and Town of Vail Planning Department approval for
the erection of any signage located within the South Frontage Road property or right-
of-way prior to the erection of said signage.
5. The Town of Vail Director of Public Works may revoke this conditional use permit by
written notice should the Director determine that any activity permitted by this
conditional use permit negatively affects traffic with particular reference to
congestion, automotive and pedestrian safety and convenience, traffic flow and
control, access, maneuverability, and removal of snow from the street and parking
areas.
6. This conditional use permit shall expire on April 30, 2006.
MOTION: Doug Cahill SECOND; George Lamb VOTE: 5-1 (Schofield opposed)
APPROVED - VARIANCE
A request for a variance from Section 12-68-6 (Setbacks), Vail Town Code, to allow for an
addition in the front setback, located at 5198 Gore Circle/Lot 8, Block 3, Bighorn Subdivision
5th Addition.
Applicant: Kate & Carl Cocchiarella, represented by Pam Hopkins of Snowdon &
Hopkins Architects, P.C.Planner: Matt Gennett
MOTION: Chas Bernhardt SECOND: George Lamb
APPROVED WITH 1 CONDITION (including a revision to the condition, as noted on the
approved plans)
1 . That the applicant reduce the width of the proposed driveway, upon
building permit application, by at least ten feet from west to east on the
western side at the first point of angulations after leaving the edge of
pavement from Gore Circle (as shown on plan).
A request for a worksession to amend Chapter 12-15 (Gross Residential Floor Area), Vail
Town Code, to discuss modifications and/or elimination of the Gross Residential Floor Area
regulations in all zone districts, and setting forth details in regard thereto.
Applicant: Vicki Pearson, et.al.
Planner: Bill Gibson
WORKSESSION - NO VOTE
VOTE:6-0
3.
4. A request for a worksession to discuss incentives for Employee Housing Units in the Town
of Vail in all zone districts, and setting forth details in regard thereto.
Applicant: Vail Local Housing Authority
Planner: Russell Fonest
WORKSESSION - NO VOTE
5. A request for a recommendation to the Vail Town Council of a proposed text amendment to
Section 12-10-9: Loading Standards, Vail Town Code, to amend the size requirement for
loading berths & setting forth details in regard thereto.
Applicant: Town of Vail
Planner: Allison Ochs
MOTION: Doug Cahill SECOND: George Lamb VOTE: 5-0 (Bernhardt left)
TABLED UNTIL FEBRUARY 24, 2OO3
6. Approval of January 13, 2003 minutes
MOTION: Doug Cahill SECOND: Gary Hartman VOTE: 5-0 (Bernhardt left)
APPROVED AS AMENDED
7. Information Update
* Reminder: A public meeting in the Vail Library Community Room on 2l4lQ3wilh the Town
Council, the PEC and the DRB to discuss a format for communication among the governing
boards.
The applications and information about the proposals are available for public inspection during
regular office hours in the project planner's office located at the Town of Vail Community
Development Department, 75 South Frontage Road. Please call 479-2138 for information.
Sign fanguage interpretation available upon request with 24 hour notification. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Gommunity Development Department
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
January 14, 2003
Pa-rn Hopkins
Snowdon and Hopkins Architects, PC
201 Gore Creek Drive
Vail, Colorado 8 1657
RE: Cocchiarella Residence - Variance Application, 5 198 Gore Circle, Lot 8, Block 3, Bighom 5ft
Addition
Dear Pam.
The Town of Vail Staffhas recently reviewed the Variance application for the proposed modifications to
the Cocchiarella residence. The following is a summary of the preliminary comments from that review:
l. Please depict a limits ofdisturbance fence around the site;
2. The 100 year floodplain needs to be shown;
3. The proposed materials lor the driveway and whether it is heated needs to be labeled;
4. Erosion control on the south property line must be shown;
5. A revocable right-of-rvay is required by Public Works;
6. Front setback required in the SFR zone district is twenty feet (20') from the property line:
7. A four foot (4') concrete pan is required at the edge ofa plowed road per town standards;
8. A Design Review (DRB) application will be required for the exterior modifications.
The applicant's proposal has been scheduled for review by the Planning and Environmental Commission
(PEC) at its Monday, January 27,2003, public hearing. This public hearing is scheduled for 2:00 PM in the
Council Chambers of the Town of Vail Municipal Building located at 75 South Frontage Road. ln order to
remain on this schedule, revised plans and the additional information noted above must be submitted for
further review by no later than Noon on Tuesday, January 21, 2003.
Ifyou have any questions or comments, please feel free to contact me directly al (970) 479-2140.
Sincerely,
Planner II
Town of Vail
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PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on January 27, 2003, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a worksession to discuss incentives for Employee Housing Units in the Town
of Vail in all zone districts, and setting forth details in regard thereto.
Applicant: Vail Local Housing Authority
Planner: Russell Forrest
A request for a worksession to amend Chapter 12-'15 (Gross Residential Floor Area), Vail Town
Code, to discuss modifications and/or elimination of the Gross Residential Floor Area
regulations in all zone districts, and setting forth details in regard thereto.
Applicant:
Planner:
Vicki Pearson, et.al.
Russell Forrest
A request for a variance from Section 12-68-6 (Setbacks), Vail Town Code, to allow for an
addition in the front setback, located at 5198 Gore Circle/Lot 8, Block 3, Bighorn Subdivision 5'
- Addition.I
$t?cpptlcant, Kate & Carl Cocchiarella, represented by Pam Hopkins of Snowdon & Hopkins ,a Arcnitects, P.C.Planner: Matt Gennett
The applications and information about the proposals are available for public inspection during
regular office hours in the project planner's office, located at the Town of Vail Community
Development Department, 75 South Frontage Road. The public is invited to attend project orientation
and the site visits that precede the public hearing in the Town of Vail Community Development
Department. Please call 479-2138 for information.
Sign language interpretation available upon request with 24-hour notification. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published January 10, 2003 in the Vail Daily.
., l\-ti'
TrrLE DEPARTMENT - nI WERY TRANSMTTTAL o
FIRST AMERICAN HERITAGE TITLE CO
318 Broadway P.O. Box 1980'Eagle, CO 81631 'Ph: (970) 328-5211 'Fa;L: (970\328-5252
DATE: JIJNE 22' 2000
ORDERNO: 8S29285800-2
PROP. ADDR: 5198 Gore Circle, VaiI, Colorad.o 81557
OWNER/BUYER: Carl A. cocchiarglla and Kat€ cocchialella
PLEASE DELIVER TO THE CUSTOMER LISTED BELOW:
th. C. tqa.r th4 Ol.d Y.. ft
ADVANTAGE
CLOSING
OFFICE
* COPIES:
['irst ADerican Heritage Title Co
Avon EEcrow of,fice P.o. Bot 5690
100 w. B€aver Creek B1vd., #234
.Avonr co 8152 0
.t
ATTN: Sarah Taylor
PHoNE, (97 0 ') 949-440G FAX: (970) 9{9-4069
ROUtING IIETEOD: DEL'MR
To: Robinson, Mitchell
100 E- Meadolo Driv€vail, co 8!657
* COPfES: 1
& Assoclate6
*7A
ATTN: Robby Robinson
PHoNE:1970) 477-2!53 FAX: (970) 477-2155
RouffNc METHoD: FAX
TO: Vail
22L7 Vail ,
coPIEs: 1
Reaort Property Brokerage
V€rmont Court co 81657
ATTN: connie Kincaid-Strahan
PHoNE: 970-390-8850 FAx; 970-476-5421
ROUTING METHOD: FN(
Paula canning D!. ,John canning P.o. Box 25 01
Edwards, co 8!632
PHONE :
FAX3
| * coPIES: 1 RoufING MIrLoDj ryaIL l
TO: Carl
Kate
1948 vai1,
COPIES! 1
Cocchi arel1a
Cocchi are 11" a
vertnont Rd.co 81557
ATIN:
PHONE:
FAX:
RoIIIING MEftloD 3 MAIL
TIIE ABOVE Is A LrST OF cIJIEll'IS TO WIIoM THE ATTACHED MATERIAITS HAVE BEEN DELTVERED. SHOULD
YOU HA.IIE ANY QUESTIONS REGARDING THESE NTATERIAIJS, PLEJASE COITTACT FIRST AMERICATi' IIERIIAGE
TITIJE co Ar THE ABovE PHoNE NII{BER. PIJEiASE REVIEW tHE EIICLOSED MATERIAL CAREFUIJIJY AND
TEI(E NOTE OF THE E OIJI'OWING ITEMS CONTAINED THEREIN:
SCTIEDUI,E Ai NEW EFFECTIVE DATE, ADDED BIryER, S, NEW
PURCIIASE PRICE AND T.OAN A!4OUNT, ADDED ENDORSEMEIiIIS
TRA.\S MIT File + Es29285B00
a
FTRST AMERICAN HERITACE TITLE CO
File # 8s29285800
Policy emounc
$ 7L5,000.00
$ s58,o0o.oo
318 Bmarlway P.O. Box 1980 'Eagle, CO 81631 ' Phone: (9?0) 328'-5211 'FAX: (970) 328-5252
COMMITMENT
SCHEDITIJE A
commltm€nt No: E,529285800-2
1, CommiEmeDt Date: June 8, 2000 at 7:29 A,M'
2. Policy or Polici€8 to be issuedl:
(a) ovrners Policy - Proposeil Insuleil:
CarI A. Cocchiarella and KaEe Cocchiarella
(b) IJoan Policy - Propoeed Inaured:
To Be Determined
3. Fe€ Simpl€ interegt 1n the land degcribed Ln this coffnitment ls owned' at ths
CommitDent, Date bY:
Paula Canning and Dr. ,.Iohn canning
4. fhe lancl lef€rred to in this comitsment is deEcribsd as follows:
Lot 8 Block 3, Bighorn Subdivision Filth AddiEion, according co the plat
recorded November 25, 1956,
r/-^,rh |1, a€ E'ac 1 o
State of Colorado -
(for informaEional purposes onlyj 5198 Gore circle
PREMTLTM:
owner's Policy S 590.00
Tax Certificate $ 15.00
Mortgagfe Policy $ 85. 00
Form 130.2 - oEc Endorsement S 35.00
Form 130.3-fnflation S
06/22/D0 L0: l-5:1-2 kc LMl-289
05/22/00 10:15:L3 kc LM1289
The subjecE land may be located in a special
due listing each taxing jurisdiction sha11 be
the county treasurer's authorized agent; and
and lhe boundaries of such districts may be
commissioners, the county clerk and recorder,
taxing district; a certificate of taxes
obtained from Ehe county treasurer or
informaEion regarding special dis triccs
obtained from the board of county
or the county assessor.
File# 8S292E5B00
NO4TICE TO PROSPECTI\IE OIINERS
(A STATEMEMT MADE AS REQUIRED BY COLORADO
INSURANCE REGULATION)
GAP PRCfIECTION
When this Company conducts Ehe closing and is responsible for recording or filing the
Iegal documents resulEing from the transaction, the Company shall be responsible for
all magters which appear on the record prior to such time of recording or filing-
MECHANIC' S I,IEN PROTECTTON
If you are a buyer of a single family residence you may request mechanic's lien
coverage to be issued on your policy of insurance'
If the property being purchased has noE been the subject oE consErucEion,
improvemenEs or repair in the last six months prior to the date of this commitment
Ehe requirements will be payment of the appropriate premium and the complet.ion of an
Affidavit and Indemnity by the seIler.
If the property being purchased was constructed, improved or repaired within six
months prior to the date of Chis conunitment the requirements may involve disclosure
of certai-n f j-nancial information, pa)rment of premiums, and indemni-ty, among others-
The qeneral requirements stated above are subject to the revision and approval
of the Company.
SPECIAI, TAXTNG DTSTRICT NOTICE
(A Nocice civen In Conformity With Section IA-11-L22 C'R's.)
06/22/OA tA:L6:15 kc LM1289
For:to No. 1344-BL (cO-88 )
ALTA Plaln Langnrag€ Comro.itment
SCHEDUL,EB-Sectsion1
oriler No, Es29285800-2
Requirem€nta
Ttre followingr requirements must b€ met:
ta\ p^\r rhc aoreed amounts for the interes! in the land and/or for the mortgage to be
insured.
(b) Pay us the premiums, fees and charEes for the policy.
/^l n}-\r-^in a -o-r-ificate of taxes due from the county Ereasurer or the country
Ereasurer ' s authorized agent..
(d) The following documents satisfactory to us must be signed, delivered and
recorded:
1. Warranty Deed suffj.cient to convey Ehe fee simple estate or interest in the
land described or referred to herein, to tLIe Proposed Insured, Schedule A,
Item 2A.
2. Deed of Trust sufficient to encumber the fee simple estate or interest j-n the
land described or referred to herein for the benefit of the Proposed Insured,
Schedule A, IEem 2 b.
3. Release of the Deed of Trust from Canlo Colorado Enterprises, Inc., a Texas
Carporation to the Public Trustee of Eagrle CounEy for the benefit of Peoples
National Bank Eo secure an indebEedness in the principal sum of $136,459.00,
and any other amounts and/or obligitions secured thereby, daled october 27,
1992 and recorded November 5, 1992 in Book 593 aE Page 523.
4. Release of Ehe Deed of Trust from Paula Canning and Dr. John Canning to the
publ-ic Trustee of Eagle Councy for the benefit of canlo Colorado Enterprises,
fnc. to secure an indebtedness in the principal sum of 5327,500.00, and any
other amounts and,/or obligations secured thereby, Cated May, 1998 and recorded
V,ay 2L, l-998 at Reception No. 657325.
rlho f a1 I auri na m:rari: I whi r.h mar; n.JF hc.eqsari lw be rer-ovded . mt'sf L)F I!9 ..rqeg- -*-furnished co the company tso its satisfaction to-wit:
(e) Evidence that all assessmenEs for common expenses due under the Declaration
referred to as ltem No. 9, of Schedule B, SecEion 2 have been paid.
(f) Compliance with the provisions of Section 39-L4-I02, Colorado Revised Statutes,
requiring completion and fiting of a ReaL Property Transfer Declaration.
(g) Evidence satisfactory to the Company of Compliance with ar- ordinance enact.ing
--Continued
File * ES?92E5800
05/22/00 10: 15: 17 kc LMr289
For'm No, 1344-81 (co-88)
AL'TA PlaLn Larrguage CotllBitm€nt
schedule B - sectsion 1 continued
order No. ES29285800-2
a real estaEe transfer tax within the Town of Vail together wiEh all amendments
thereto.
NOTE: The Plain Lanquage Policy wil-l be issued provided the attached Affidavit
and Agreement is properly executed and returned to this office together wiEh
a survey determined by lhe Company to be satisfactory; provided however Ehat
specific excepcions may be made based upon matters disclosed by such survey.
NoTE: IF THE sALEs PRICE oF THE SUBJECT PROPERTy EXCEEDS $100,000.00 THE SELLER
SHALL BE REQUIRED TO COM?LY WITH THE DISCLOSURE OR WITHHOLDING PROVISIONS OF C.R.S.
39-22.5A4. 5 (NONRESIDENT WITHHOLDINA),
File # 8S292E5800
File * ES29285800 06/22/00 l-0:15:l-5 kc LM1289
gorm tilo. L344-82 (co-88)
ALrA Plain Language conmitment
SCHEDULEB-section2
OEder No. 8S29285800-2
Except i on6
Atry frollcy we iE6ue will have th6 followlng exceptiotra unleaa lhey are taken care of
t,o ou! satsiefaclion:
1,. Taxes and Assessments not certified Eo the Treasurer's office.
') r\F'. r---- ? r ^r-trc rnfaraqi.q nr nlai6s which are noc shown by Ehe public lecords z. !]rry r q.r' L> , !r9rr-e,
but which could be ascertained by an inspection of Ehe land or by making inquiry
of persons in possession thereof.
3. Easements, or claims of easements, noc shorarn by public records.
4. Discrepancies, conflicls in boundary Iines, shortage in area, encroactrments. and
any facts which a correct survey and inspection of the land would disclose/ and
whlch are not shown by the public record.s.
5. Any lien, or right tso a lien, for services, labor or material heretofore or
hereafter furnished, imposed by law and not shown by the public records.
6. Any and all unpaiC taxes, assessmenEs and unredeemed tax sales.
7. Reservations and excepEions in patents and in acts authorizing their issuance
as Ehe same may affect the subjecc propertsy and specifically, Ehe right of the
proplietor of a vein or lode to extract and remove his ore bherefrom should Lhe
same be found to penetrate or intersect the premises as set forth in United
states Patent filed in the EagIe county records.
8. Reservations and exceptions in patents and acts auEhorizing their issuance as
the same may affect the subject property and specifically, the right to diLches
and reservoirs used. in connecti-on with vested and accrued water rights Eogether
wj-tsh the reservation of a right-of-way for di!ches and canals constructed by
tl.\c allthori tw of the United States as set forth in United SEates Patent filed
in che Eagle county records '
9. Covenangs, conditions and restrictions, v?hich do noE include a lorfeiture or
reverger clause, set forth in the instrument record.ed in Book 175 at Page 445'
Provisions regarding race, color, creed, and national origin, :.f any, are
de Ie ted .
10. Easemencs, reservations and restrictions as shown or reserved on the Plat of
Bighorn Subdivision, Fifch Addition, including, but noE Iimited co:
a. An easemenE for utilities and incidental purposes over aI] interior lot
f.ines being 5 feet in width of the land.
lL. Any right, girle or interest of the general public, the StaEe of Colorado
and/or the United SEates in and to the bed and banks of Gore creek'
- - Cont inued
05122 /00 10:16: L8 kc LM1289
Fo:m No. L3 44-82 (co-88)
ALTA Plain Lajrguage coMitr(ent
Schedule B - section 2 contsinued
ord€r No. E529285800-2
12. Any lncrease or decrease in the area of tshe land and any ad.verse claim to any
portion of the land whlch has been creaEed by or caused by accretj.on or
relicEion, whether natural or artificial; and the effect of the gai.n or loss
of area by accretion or reliction upon the marketabitity of the tit.Ie of the
File# ES29285800
File # ES29285B00
ENDORSEMENT
Attached to Comnitment No. 8s29285800-2
Issued by
FIRST AMERICAN TITLE INSURANCE COMPANY
Said Commitment is hereby amended by deleting Paragraph 2 of the CondiEions.
The Company hereby insures against loss or damage by reason of bhere being recorded
any deeds, mortgages, lis pendens, liens or oEher title encumbrances which firsE appear in
the publ j-c records subsequent to the effective Date of CommitmenE, buE prior to the
effective Date of Policy. "Public records" as used herein means ttrose records in which
under statutes deeds, mortgages, judgment liens or lis pendens mus t. be recorded in order
to impart constructive notice to purchasers of the land for value withou! knowledge '
This endorsement does not insure against such loss or damage if the exisEence of such
deeds, mortgages, J-is pendens, liens or oLher title encumbrances is actsually known tso Ehe
proposed insured prior to or at the time of the closing. The closi-ng is defined herein as
being the time of the execution and delivery to the proposed insured of the documenEs
creating the interest of Ehe proposed insured.
protection under this endorsement is conditioned by the following requirement:
a. We must conduct the closing of the transaction to be insured under this
CommiEment or properly executed instrument.s creating t.he estate or interest to
be insured must be detivered to the tsiEle company issuing the Comnitment within
24 hours of the closing.
b. Affidavit and fndemnity attached hereto musE be fuJ.1y executed by the party or
ent i tv descri lp.l i n Dara^r-=nh ? '-'' Schedule A.srr ur uy
The Commitrnent is hereby amended further by Ehe deleEion
appearing on Schedule B - Section 2 ExcepEions. An ALTA Plal"n
issued.
A Colorado Form 13O.3 Endorsement wi-11 be attached Eo Ehe
automaticaLly increasing Ehe policy amount by L0* of the face
five anniversarj-es of the policy date.
of items 2-5 inclusive,
r.ar.r,,:.ra Dn l r nv will be
AITA Plain Language Policy
amount on each of the first
colorado ForDr No. 130.2 ( R.v. 2/95)
Owner's Excncted Coveoge
Co$xriErEnt Ercbrs.rncnl
Protection under this endorsement is Eo be afforded to Ehe proposed insured owner
shown on Schedule A when the land is a 1-to-4 family residential lo!-
This end.orsement is made a parc of the policy and is subject co aI- of the terms and
provisions thereof and of any prior endorsemenEs thereEo. Except co che extentr expressly
"t.t.d, it neiEher modif i-es any of the terms and provisions of Ehe policy and any prior
endorsemenEs, nor does it extend the effectsive date of Ehe policy and any prior
endorsemenEs, nor does it increase the face amount thereof -
Dated: June 8, 2000
F IR ST AM ERI CAN TITLE IN S U RAN C E CO M P ANY
Aut.hor j. zed s ignatory
LrTt30.2
tuodurofrrul a&ngtap uoQauv ts4[
a:
oo
t.
******* *********,1***'l**********,t*+t**,i+**++**+***********'$********************,|*************
TOWN OF VAIL, COLORADO Statement
***lt*+*+r t +**++***,i:t++i,ir*a**+****t*************++rftt*+****+***f****++++f*tr*t+*****+*****
Statement Number: R030003595 Anount: $500.00 07/06/2OO3O1 :21 PM
Palments Method: check Init: JAR
Not.ation: 329 Kate
cocchiarel la
Permit No: P8c030003 I:t)e: PEC - variance
Parcel No: 209918203006
Si-te Address: 5198 GORE CR VAIL
L,ocati"on: 519 8 Gore Circle
TotaL Fees: $500.00
This Palment: $500.00 Total ALrr Etnts: $500.00
Balarrce: So-0o
**+t**++*** ++****+'l'l+*************+**+t******* *+++{.***+**'}**+t***************{.{ti++++*lil***+
ACCOUNT ITEM LIST:
Account Code Description Cunrent Pmts
PV OO1OOOO31125OO PEC APPTICATION FEES 500.00
,F ',f' j(
TOWN OF VAIL
( gnPy
Deprtrtment of Communiry Deve Lopment
75 South Frontage Road
Vail. Colorado 81657
970-479-21-?8
FAX 970-479-2452
June 15,2000
Paula Canning
5198 Gore Circle
Vail, CO 81657
Re: 5198 Gore Circle / Lot 8.
Dear Paula:
Lot Size:
Zoning:
Allowable GRFA:
Existing GRFA:
Available GRFA:
Block 3, Bighorn 5'n Addiiion
24,015.61 square feet / 0 55 acres
Single-family Residenlial
4,701 .5 square feet*
2,462.0 square feet
2,239-5 square feet-
Pursuant to our discussion this morning, this letter wiil summarize development issues
on the above-referenced property. This information is based upon a survey of the
property by Intermountain Engineering dated 9120190. These figures are subject to
additional verification via surveys or floorpians.
Allowable Site Coverage: 4,803.0 square feel
Existing Site Coverage; 2,657 .0 square feet
Available Sile Coveraoe: 2.146.0 souare feet
Required Setbacks:
Front:
Sides:
Rear:
Stream:
Max. Height:
Min. Landscaping:
Required Parking:
Geologic Hazards:
20 feet
15 feet
15 feet
30 feet from mean centerline
33 feet
60% of total site area
3 spaces
None (small portion oi lot within 1OO-year floodplain)
"This figure does not include the bonus 250 sf credit this unit may receive once the total
allowable GRFA (gross residential floor area) has been utilized.
{i o"n"*o 'n'u'
The existing garage encroaches onto town right-of-way and the required front and side
setbacks. The construclion of new garage parking at this location will require the
romlirrTowrcf rmftannlng-a
Commission. lt has become apparenl to town staff that unique circumstances may apply
to this lot and that.some relief may be necessary from the strict interpretation of the
zoning regulations in order lo prevent a practical hardship. for the owner. Please be
advised, however, that a new garage would have to be located entirely on private
property as the town right-of-way is intended for public uses only.
Perhaps the biggest issue facing the potential for new garage parking is the location of
the existing drainage and utility easements along the eastern property boundary (some
title work is necessary lo determine exactly who the easements are dedicated to). The
town could not permit construction over these easemenls without a written
encroachment agreement between the property owner and the easement beneficiaries.
lf you would like 1o discuss this matter in greater detail, please do not hesilate lo contact
me at (970) 479-2140.
Sincerely,
E'-4'- /'//'4*-
Brent Wilson
Planner ll
'it.*tiq{
DRB APPLICATION - TOWN OF VAIL, COLORADO
/.r
r-,Ll I q4 DATE APPLICATION RECEIVED: '1/ t>
n l a I f DATE OF DRB MEETING: t
f
-
szryr zttEpy0 Z//6//
-r^; i ' rn1 A. DEscRrpT roN : ,/"(e ino u<^ LL? r '. e lr r,,J - t ,vr s t'cS-.v
revised 6/L8/9L
B.TYPE OF REVTEW:
New ConstrucLion ($200.00) K Minor Al-teration ($20'00)
Addition (950.00)
T:-qr".l
Review ($0)
I.
r'rs ePPLr*r#ililliJot "t A..EPTED
UNTII, AI,L REQUIRED INFOR!{ATION IS SI'BMITTED t*********rr*rirrr*r 4/t€ Al 'bdq'nryctu1
PROJECT INFORMATTON: _ Ll
C.
n
I.
ADDRESS:
LEGAL DESCRIPTION:f,ot K Block 5-
' ,*l Subdivi sion
If property is'described by a meets and bounds legal
description, please provide on a separate sheet and
attach to this application.
ZONING:\-" "\
LOT AREA: If required, applIcant must provide a current
stamped survey showing fot area.
NAME OF APPLTCANT:
Maifinq Address:
Phone
NAME OF
Mailing
APPLICANT, S REPRESENTATIVE :
Address:
Phone
NAME OF OWNERS:
SIGNATURE (S) :
Mailino Addre
Phone
Condorninium Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid at
the time of subrnittal of DRB application. Later, when
applying for a building permit' pl-ease identify the
accurate valuation of the proposal . The Town of Vail-
wj-Il adjust the fee according to the table below' to
ensure the correct fee is paid.
FEE SCHEDULE:
VALUATION
,t ,oro, , n"'u6,r,
cn YV $ 10,001
$ 50,001
s150,001
$500,001
$ Over
s 10,000 s 50,000 I 150,000 I 500,000
s1,000,000
$1,000,000
FEE
I 20.00
$ s0.00
s100.00
9200.00
s400.00
9s00.00
*NO APPLICATION WILL BE PROCESSED WITHOUT OWNER'S SIGNATURE
. ^t-v
Project Application
c/rCA/
?Zrh- -/?/q/// zb onunyr/,'
I
,^" /a//
eroiect Name: 5/
Project Description:
Contact Person and Phone
arJ
Owner, Address and Phone:.e/- Ja/>b(t
rr/aztr dn- lt/ A/e ,4 c daar h a//azrr,trzd?d-
ax (trr /7L -Z
Architect, Address and Phone:
ririns fur.7 54 . zon" VJ --v-Legal Description, Lot f4 , Block
Com ments:
Design Review Board
""" ?//6ft/
Motion by:
Seconded by:
A PPR OVA L DISAPPROVAL
Summary:
Town Plan ner Staf f Approval
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Town of Vail
Community Development
75 South Frontage Road
Va j-1, Colorado aI657 (303) 479-2]-38
Plan Analysis based on the 1988 Uniform Building Code
Project Number: 92690 Name: cANLo REMoDEL/ADDITToN
Address: 5L98 GORE CIRCLE Date: November 28, l-990 Contractor: IIIRRY CASTRUITA
Occupancy: R3 Architect: RAY STORY
Type of Const: v-N Engineer: ?
PlaNs EXAMinET: MICHAEL WHITAKER
NOTE:The code items listed in this report are not intended to be a complete
listing of all possible code reguirements in the L988 UBc. It is a guide to
selected sections of the code.
Portions of the material contained in this program are reproduced frorn the
Uniforrn Building code ( l-988 edition) with permission of International
Conference of Building officials
FI, NAME AREA MTN.LTGHT MIN.VENT NO.EXITS EGRESS
2 Master bedroom 257 25.70 1-2.85 1 Yes
2 Master bath 1A7 0.00 5.85 1 No
2 EXISTfNG FLooR L289 0.00 0.00 1 No
TOTAL FOR FLOOR ].663 1 .
L ExfSTrNG BEDRooM l-58 15.80 7.90 l- i Yes
I Bath room 40 O. oo 2.Oo 1 No
l- MECHANICAL ROOM 39 0.00 0.00 1 No
1 EXISTING FLOOR 777 O.0O O.00 1 No
TOTAL FOR FLOOR
BUILDING TOTAL
101"4
2677
I
1
FOOTNOTES:
1") EGRESS - An operabte window or door that opens directly to the exterior is required frorn this room. The rninimum clear openable area must meet
the following. -- Sec. L204.
1) The minimurn clear height is 24 inches
2) The minimum clear width is 20 inches
3) The minimurn clear area is 5.7 sguare feet
4) The rnaxj-mum si11 height is 44 inches 2) The nurnber of exits is based on TabLe 33-A (Dwe1lings)
3) A nechanicaL ventilation system rnay be used in in lieu of exterior
openings for ventilation. -- Sec. 1205. (c)
(ro
INSULATIONREQUIREMENTS :1) Insulation required in floor of addition supported by piers
with open area be1ow.2) Vapor barrier in floor to be set to inside of structure.
GLAZING REQUIREMENTS:1) AII glazing in hazardous locations is required to be of safety
glazing material. -- Sec. 5406. (d)
2) Note wj-ndows and doors in a tub or shower area are required to be
safety glazed reqardless of the height above the floor. -- 5406(d) 5.
SMOKE DETECTOR REQUIREMENTS:
A smoke detector is required on the ceifing or wall at a point centrally
Located in the corridor or area giving access to each sleeping area.
-- Sec. 12Lo.(a) 4.
The smoke deteetor is required to be wired to the buildingts power
source. -- Sec. 1210.(a) 3.
A smoke detector is required on all stories. -- Sec. 1210.(a) 4-
If the upper level contains sleeping roon(s), a srnoke detector is required
in the ceilingr of the upper level close to the stairway.
--Sec. l-210.(a) 4
STAIR REQUIREMENTS:
A stairway in a dwellinq must be at least 36 inches wide. -- Sec. 3306. (b)
The maximum rise of a step is g inches and the mininum run is 9 lnches.
-- sec. 3306. (c) exc. #1,
Provide a handrail on one side a stairway 34 ta 38 inches above the nosing if
there is 4 or more risers. -- Sec. 3306. (j)
Provide a guard rail where drop off is greater than 30 inches. Minimum height :36 inches, maximum opening size - 6 inches. -- Sec. I7LL. exc 1
The rninirnum headroom is 6 ft.- 8 inches. -- Sec. 3306. (p)
Enclosed usable space under the stairs is required to be protected as reguired
for thr fire-resistive construction. -- Sec. 3306. (n)
ATT]C REQUTREMENTS:1) Provide an access to all attic areas with a clear height of 30 j-nches
or more. The minirnun size is 22 inches by 30 inches. There rnust be 30
inches or more clear height above the access. -- Sec. 3205.(a)
2) Provide ventilation in a1t attic areas. The net free vent area is
to be not less than l square foot for each 150 sguare feet of attic area.
The vent area may be L/3Oo if at least 50? of the reguired ventilating
area is provided by ventilators located in the upper portj-on of the
attic. The upper ventilators must be at least 3 feet above the eve or
cornice vents. -- Sec. 3205. (c)
ADDI Tf ONAL REQUIREMENTS I
For R3 occupancy
THIS PROJECT WTLIJ REQUTRE A S]TE TMPROVEMENT SURVEY' SUCH SURVEY
SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR FRAME
INSPECTION.
Town of Vail
Community Development
75 South Frontage Road VaiI, Col-orado 8L657 (303) 479-2L38
Plan review based on
the 19BB Uniforru Building Code
Project Number: 9269A
Address! 5L98 GoRE CIRCLE
Occupancy: R3
Type of Const: V-N
Portions of the material contained in this
Uniform Building Code ( 1988 edition) with
conference of Building officials
Name: CANLO REMODEI/ADDTTTON
Date: November 28, 1990 Contractor: IJTRRY CASTRUITA Architect: RAY STORY
Plans EXarriNer: MTCHAEI, WHITAKER
program are reproduced from the perrnission of International
# SHEET TDENTIFTCATION CORRECTION REQUTRED
PAGE 2,3 ADDITION
********
Pp. 4
Pp. 3 FOUNDATIoN
PAGE 3 I'{ECH ROOM
PAGE 3 MECH ROOM
STRUCTURALS within the Tovtn of Vail all roofs shall be designed
for a mininurn 80 lb. per sq. ftr. snow load. AII
exterior decks shalf be designed for a lj.ve load of
L00 Ibs. per sq. ft.
All electrical work to be complete to the
requirements of the l-987 National Electrical Code.
This project wilt require a site improvement survey.
such survey sha1l be subnitted and staff approved prior to a request for frame inspection.
AII foundations including decks pads shalL be set to
a minimum of 48" below grade to prevent frost heave
damage. A bond bean shal1 be constructed j.n
concrete masonry units at a rninimum of every 4 fl .
in el-evation and at top of wall, reinforced with nin.
of 2 #4 reinforcement & solid grouted.
For heating or hot-water supply boilder applications
a floor drain sha1l be supplied for suitable
disposing of accunulated fluids. VUIC 2IL9.
Tn buildings of unusually tight construction (all
new construction within the Town of Vail),
combustion air shall be obtained from the outside.
Such cornbustion air openings shall be as per UUC Ch.
6.
Include a copy of the soils report for the site to
be built on. -- Sec. 2905. (b) & (c)
,,***PROVIDE
o
Page # 2
Required corrections for:Project Id. : cANL,o REIqoDEL/ADDITIoN
Address: 5l-98 GORE CIRCLE
# SHNNT IDENTIFICATION CORRECTION REQUTRED
I **** **** Fgrnaces nOt listed for closet or alcove
installation shall be installed in a room or space
having a volurne at least 12 tines the volume of the
furnace. A boiler unit will require a space 16
tirnes larger than the boiler. UMc 504(b)
9 **** **** Supply a mechanical drawing indicating design of
system, size (BTU and volume) of equiprnent, vent
location and termination, and combustion air to be
suppLied.
s1
RtC'[ D';0 3 $s0
November 29, 1990
Ray Story Architect
3230 Katsos Ranch Road
Vail, CO 81657
Re: Structural Design of Canlo Colorado
Enterprises, Inc. - Residence
Gentlemen:
Ivlonroe Engineering Consultants, Inc. , has provided structural
consulting services on the Canlo resj-dence remod.el project,which
is located at Lot B, Block 3, Bighorn Subdivision Fifth Addition,
Vail, Colorado.
Our design was based on a roof snow load of B0#/so.ft and an
assumed bearJ-ng pr:essure of 1"500 psf which will be verified by a
soils engineer. 2 x framing lumber shall be Douglas !'ir-Larch,
Structural If, rvood beams shall be Dougi-as Fir-Larch, Structural r, and floor sheathing shall be 3/4" T & G Sturd-I-wood plywood.
The basement CMU wall sha11 have vertical reinforcement at 2'-0
o.c. in grouted cores. Horizontal reinforcement consists of Dur-
O-Wall joint reinforcernent at 16' o-c.- The reinforcement con-
forms with U.B.C., Section 24A7 @) 3. (iii) .
If you have any further questions, please do not hesitate to
Very Truly Yours,
Ir | \V *#'\
Hannes P. Spaeh, P. E,
HPS,ZhM
PO. Box 1597
48 E Beaver Creek Blvd., #307
Avon, Colorado 81620
303-949-7768
FAX 303-949-1959
onroe Engineering Consultants, Inc.
$nfirT sorl,s P. O- Box 195?Dillon, CO 80435 (303) 468-1989
CA}IIO COIfBADO ENT. INC.
5198 ffiBE CIRCI,E
TOnN OF VAIL, OO. 81657
ATTII: JOHN CATINING
APRIL 26,199I
SII&IECT: FOUIIDATION SOILS FOR I|EST SIDE ADDITTON
SUBJECT SITE: I,oT 8, BI,OCK 3, FIFTE ADDITION, BIG EORN STTBDMSION vArL, co_ PEaurT No. a4697
Dear John,
As requested I, visited tbe subjeet site on April 26, 1991
to obserrre tbe erqrosed foundation soils. he Irurpose of the visit
was to deternine the adeguaey of tbe e:rIrosed foundation soils as
to tlre desigu bearing capacity.
The addition area ras exeavated to a depth of ?' to 1O'
below existingi Erade into a nediuu dease silty sand and Eravel
with occasioaal cobbles.
Based on the soils observed the footincl areas are adequate
for support of tbe desiElr bearing capacity of ZOOO pouads per
square foot. Prior to concrete placenent all loose disturbed
soils should be renoved or tborougbly eoulncted.
Bespeetfully,
Ifalter
o
onroo Englneering Consultants
P.O. 80X 1597
48 E. BEAVER CREEK BLVD., f3O7
AVON. COLORADO 81620 303-949-7758
April 30, 1991
Canlo Colorado Enterprises, Inc
5198 Gore Circle
Vail, CO 81657
Attn: Mr. John Canni ng
Re ! Canlo Residence (tqEC i/1627)
GentlemenS
As discussed, it is the opinion of
ants, Inc. that it is acceptable
wood basement wa11 systern for the
cated on the drawings
The wood construction shall be done
1et "Permanent Wood FoundaEion" by
Council.
Monroe Engineering Consul t -to substitute an all-weather
concrete masonry syatem indi-
in accordance wi th
the Wood Produc t s
the book-
Promotion
The current footing shall remain as shown at 1'-4 wide and 10
inches deep. the reinforcing shall be modified to 2-{15 continu-ous top and bottom.
ff you have any questions, please call
Very truly yours,
i ,\ 'R{lr'.\cm\\'kr-vr..-
Pe ter D. Monroe
President
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f\rr
Town of Vail
Community Development
75 South Frontage Road
Va j-1, Colorado aI657 (303) 479-2]-38
Plan Analysis based on the 1988 Uniform Building Code
Project Number: 92690 Name: cANLo REMoDEL/ADDITToN
Address: 5L98 GORE CIRCLE Date: November 28, l-990 Contractor: IIIRRY CASTRUITA
Occupancy: R3 Architect: RAY STORY
Type of Const: v-N Engineer: ?
PlaNs EXAMinET: MICHAEL WHITAKER
NOTE:The code items listed in this report are not intended to be a complete
listing of all possible code reguirements in the L988 UBc. It is a guide to
selected sections of the code.
Portions of the material contained in this program are reproduced frorn the
Uniforrn Building code ( l-988 edition) with permission of International
Conference of Building officials
FI, NAME AREA MTN.LTGHT MIN.VENT NO.EXITS EGRESS
2 Master bedroom 257 25.70 1-2.85 1 Yes
2 Master bath 1A7 0.00 5.85 1 No
2 EXISTfNG FLooR L289 0.00 0.00 1 No
TOTAL FOR FLOOR ].663 1 .
L ExfSTrNG BEDRooM l-58 15.80 7.90 l- i Yes
I Bath room 40 O. oo 2.Oo 1 No
l- MECHANICAL ROOM 39 0.00 0.00 1 No
1 EXISTING FLOOR 777 O.0O O.00 1 No
TOTAL FOR FLOOR
BUILDING TOTAL
101"4
2677
I
1
FOOTNOTES:
1") EGRESS - An operabte window or door that opens directly to the exterior is required frorn this room. The rninimum clear openable area must meet
the following. -- Sec. L204.
1) The minimurn clear height is 24 inches
2) The minimum clear width is 20 inches
3) The minimurn clear area is 5.7 sguare feet
4) The rnaxj-mum si11 height is 44 inches 2) The nurnber of exits is based on TabLe 33-A (Dwe1lings)
3) A nechanicaL ventilation system rnay be used in in lieu of exterior
openings for ventilation. -- Sec. 1205. (c)
(ro
INSULATIONREQUIREMENTS :1) Insulation required in floor of addition supported by piers
with open area be1ow.2) Vapor barrier in floor to be set to inside of structure.
GLAZING REQUIREMENTS:1) AII glazing in hazardous locations is required to be of safety
glazing material. -- Sec. 5406. (d)
2) Note wj-ndows and doors in a tub or shower area are required to be
safety glazed reqardless of the height above the floor. -- 5406(d) 5.
SMOKE DETECTOR REQUIREMENTS:
A smoke detector is required on the ceifing or wall at a point centrally
Located in the corridor or area giving access to each sleeping area.
-- Sec. 12Lo.(a) 4.
The smoke deteetor is required to be wired to the buildingts power
source. -- Sec. 1210.(a) 3.
A smoke detector is required on all stories. -- Sec. 1210.(a) 4-
If the upper level contains sleeping roon(s), a srnoke detector is required
in the ceilingr of the upper level close to the stairway.
--Sec. l-210.(a) 4
STAIR REQUIREMENTS:
A stairway in a dwellinq must be at least 36 inches wide. -- Sec. 3306. (b)
The maximum rise of a step is g inches and the mininum run is 9 lnches.
-- sec. 3306. (c) exc. #1,
Provide a handrail on one side a stairway 34 ta 38 inches above the nosing if
there is 4 or more risers. -- Sec. 3306. (j)
Provide a guard rail where drop off is greater than 30 inches. Minimum height :36 inches, maximum opening size - 6 inches. -- Sec. I7LL. exc 1
The rninirnum headroom is 6 ft.- 8 inches. -- Sec. 3306. (p)
Enclosed usable space under the stairs is required to be protected as reguired
for thr fire-resistive construction. -- Sec. 3306. (n)
ATT]C REQUTREMENTS:1) Provide an access to all attic areas with a clear height of 30 j-nches
or more. The minirnun size is 22 inches by 30 inches. There rnust be 30
inches or more clear height above the access. -- Sec. 3205.(a)
2) Provide ventilation in a1t attic areas. The net free vent area is
to be not less than l square foot for each 150 sguare feet of attic area.
The vent area may be L/3Oo if at least 50? of the reguired ventilating
area is provided by ventilators located in the upper portj-on of the
attic. The upper ventilators must be at least 3 feet above the eve or
cornice vents. -- Sec. 3205. (c)
ADDI Tf ONAL REQUIREMENTS I
For R3 occupancy
THIS PROJECT WTLIJ REQUTRE A S]TE TMPROVEMENT SURVEY' SUCH SURVEY
SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR FRAME
INSPECTION.
Town of Vail
Community Development
75 South Frontage Road VaiI, Col-orado 8L657 (303) 479-2L38
Plan review based on
the 19BB Uniforru Building Code
Project Number: 9269A
Address! 5L98 GoRE CIRCLE
Occupancy: R3
Type of Const: V-N
Portions of the material contained in this
Uniform Building Code ( 1988 edition) with
conference of Building officials
Name: CANLO REMODEI/ADDTTTON
Date: November 28, 1990 Contractor: IJTRRY CASTRUITA Architect: RAY STORY
Plans EXarriNer: MTCHAEI, WHITAKER
program are reproduced from the perrnission of International
# SHEET TDENTIFTCATION CORRECTION REQUTRED
PAGE 2,3 ADDITION
********
Pp. 4
Pp. 3 FOUNDATIoN
PAGE 3 I'{ECH ROOM
PAGE 3 MECH ROOM
STRUCTURALS within the Tovtn of Vail all roofs shall be designed
for a mininurn 80 lb. per sq. ftr. snow load. AII
exterior decks shalf be designed for a lj.ve load of
L00 Ibs. per sq. ft.
All electrical work to be complete to the
requirements of the l-987 National Electrical Code.
This project wilt require a site improvement survey.
such survey sha1l be subnitted and staff approved prior to a request for frame inspection.
AII foundations including decks pads shalL be set to
a minimum of 48" below grade to prevent frost heave
damage. A bond bean shal1 be constructed j.n
concrete masonry units at a rninimum of every 4 fl .
in el-evation and at top of wall, reinforced with nin.
of 2 #4 reinforcement & solid grouted.
For heating or hot-water supply boilder applications
a floor drain sha1l be supplied for suitable
disposing of accunulated fluids. VUIC 2IL9.
Tn buildings of unusually tight construction (all
new construction within the Town of Vail),
combustion air shall be obtained from the outside.
Such cornbustion air openings shall be as per UUC Ch.
6.
Include a copy of the soils report for the site to
be built on. -- Sec. 2905. (b) & (c)
,,***PROVIDE
o
Page # 2
Required corrections for:Project Id. : cANL,o REIqoDEL/ADDITIoN
Address: 5l-98 GORE CIRCLE
# SHNNT IDENTIFICATION CORRECTION REQUTRED
I **** **** Fgrnaces nOt listed for closet or alcove
installation shall be installed in a room or space
having a volurne at least 12 tines the volume of the
furnace. A boiler unit will require a space 16
tirnes larger than the boiler. UMc 504(b)
9 **** **** Supply a mechanical drawing indicating design of
system, size (BTU and volume) of equiprnent, vent
location and termination, and combustion air to be
suppLied.
s1
RtC'[ D';0 3 $s0
November 29, 1990
Ray Story Architect
3230 Katsos Ranch Road
Vail, CO 81657
Re: Structural Design of Canlo Colorado
Enterprises, Inc. - Residence
Gentlemen:
Ivlonroe Engineering Consultants, Inc. , has provided structural
consulting services on the Canlo resj-dence remod.el project,which
is located at Lot B, Block 3, Bighorn Subdivision Fifth Addition,
Vail, Colorado.
Our design was based on a roof snow load of B0#/so.ft and an
assumed bearJ-ng pr:essure of 1"500 psf which will be verified by a
soils engineer. 2 x framing lumber shall be Douglas !'ir-Larch,
Structural If, rvood beams shall be Dougi-as Fir-Larch, Structural r, and floor sheathing shall be 3/4" T & G Sturd-I-wood plywood.
The basement CMU wall sha11 have vertical reinforcement at 2'-0
o.c. in grouted cores. Horizontal reinforcement consists of Dur-
O-Wall joint reinforcernent at 16' o-c.- The reinforcement con-
forms with U.B.C., Section 24A7 @) 3. (iii) .
If you have any further questions, please do not hesitate to
Very Truly Yours,
Ir | \V *#'\
Hannes P. Spaeh, P. E,
HPS,ZhM
PO. Box 1597
48 E Beaver Creek Blvd., #307
Avon, Colorado 81620
303-949-7768
FAX 303-949-1959
onroe Engineering Consultants, Inc.
$nfirT sorl,s P. O- Box 195?Dillon, CO 80435 (303) 468-1989
CA}IIO COIfBADO ENT. INC.
5198 ffiBE CIRCI,E
TOnN OF VAIL, OO. 81657
ATTII: JOHN CATINING
APRIL 26,199I
SII&IECT: FOUIIDATION SOILS FOR I|EST SIDE ADDITTON
SUBJECT SITE: I,oT 8, BI,OCK 3, FIFTE ADDITION, BIG EORN STTBDMSION vArL, co_ PEaurT No. a4697
Dear John,
As requested I, visited tbe subjeet site on April 26, 1991
to obserrre tbe erqrosed foundation soils. he Irurpose of the visit
was to deternine the adeguaey of tbe e:rIrosed foundation soils as
to tlre desigu bearing capacity.
The addition area ras exeavated to a depth of ?' to 1O'
below existingi Erade into a nediuu dease silty sand and Eravel
with occasioaal cobbles.
Based on the soils observed the footincl areas are adequate
for support of tbe desiElr bearing capacity of ZOOO pouads per
square foot. Prior to concrete placenent all loose disturbed
soils should be renoved or tborougbly eoulncted.
Bespeetfully,
Ifalter
o
onroo Englneering Consultants
P.O. 80X 1597
48 E. BEAVER CREEK BLVD., f3O7
AVON. COLORADO 81620 303-949-7758
April 30, 1991
Canlo Colorado Enterprises, Inc
5198 Gore Circle
Vail, CO 81657
Attn: Mr. John Canni ng
Re ! Canlo Residence (tqEC i/1627)
GentlemenS
As discussed, it is the opinion of
ants, Inc. that it is acceptable
wood basement wa11 systern for the
cated on the drawings
The wood construction shall be done
1et "Permanent Wood FoundaEion" by
Council.
Monroe Engineering Consul t -to substitute an all-weather
concrete masonry syatem indi-
in accordance wi th
the Wood Produc t s
the book-
Promotion
The current footing shall remain as shown at 1'-4 wide and 10
inches deep. the reinforcing shall be modified to 2-{15 continu-ous top and bottom.
ff you have any questions, please call
Very truly yours,
i ,\ 'R{lr'.\cm\\'kr-vr..-
Pe ter D. Monroe
President
-...$$u'&
i"i. t zacz ':.i .'. ff
FROM:
DATE:
RE:
Planning and Enviroilrental Connission
comrnunity Development Department
(**,*4
ljrllil-.Fif*'it$;*:gt1#i:tri'*:#:'n"
li$ :""11'-i";-;;'tes that
,, n Bed lrt ^?'iit:iil :- gi*5i,i1i',""ii*$l!n "ll"'3"u
?l;,H::::="':;J,*'ii:'"'.1":tt::t """^ j"*,n .o,
I j::"i:" """ :'l"x=':"*"'"'=836' "li# "'?ll'" 3?'[f,l" ll'" ti t"n
unit.
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I.
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A.
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::":T:?:;;Bi:?}i""'.?"t:e;t;n'"
cons:uXs::qe!-!9!
j
IV. STAFF RECOMMENDATION
The Conmunity Development staff recommends approval of this application for a Bed and Breakfast operation. Staff finds that all applicable review criteria and findings have been satisfactorily net.
O'
Item No. 1: Approval of minutes from June 4. 1990 and June 11.
1990 rneetings.
A notion to approve the ninutes from the June 4. 199o
minutes as written was made bv Jirn Shearer and seconded bv
Ludwig Kurz,
VOTE: 6-0 IN FAVOR
Chuck Crist stated that on page 13 of the 6/LL/9O ninutes the
vote should be adjusted to show that he had abstained.
Kathy Warren also had changes to be made on tlre 6/LL/90 rninutes
and asked if she could make them later and have the minutes resubnitted for approval at the next meeting.
ftem No. 2: A recruest for a conditional use permit to allow for a Bed and Breakfast at Lots 6 and L^/2 of 5,
Block 5. Vail Villaqe Seventh Filino. 1119 E.
Ptarnigan Road.Apnlicant: Monie S. Beal.
There were no public conrnents and the applicant was not present
A motion to approve the request ner the staff memo was made
bv Dalton Williarns and seconded bv Chuck Crist.
VOTE: 6-0 fN FAVOR
Item No. 3: A recruest for a conditional use pemit to allow for a Bed and Breakfast at Lot 8. Block 3. Blcrhorn
Subdivision, Sth Addition, 5198 Gore Circle.
Applicant: John and Paula Canning
There were no pubtic comments and the applicant was not present
A motion to approve the request per the staff rnemo was made
bv Chuck Crist and seconded bv Ludwiq Kurz.
VOTE: 5-O IN FAVOR
The meeting was adjourned at approxinately 7:oo p.m.
2L
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I
tt ,{)i
I
{1., o BED AND BFJAKFAST
APPLTCATTON
Nane of
Physical
ttail ingr
Otflner I s
aoner | 9
Phone Nurnber:
Eignature:
Nane of Property owner: (*uL &lor^Jn En/r"Pr;^et Go '
lfailing Address of owner:.1lr\ $u T.,l^L 5F.^s ll d)at-r t'--'lDil
- olo.c
c 6.1 | 1(a{*,176- 73t
Dt{- rt{-
sguare footage of 9Oo sguare feet Up to 3 bedrooms or
of the dwelling rnay
operation.
,E<.
/ \r
a naximun
1.
be utilized for a Bed and Breakfast (B&B)
Please provide a floor ptan of the dwelling unit with the
rooms to be used for the B & B highLighted.
Please provide a site pLan and indicate the designated
parking. The required parking is as follows: 1 space for
owner/proprietor, plus 1 space for first bedroom rentedt
ptus 1/2 space for each additional bedroorn rented.
ff a Bed and Breakfast operation ProPoses to use Property or
facilities owned in comrnon or jointly with other property
owners, such as parking spaces or a driveway in a duplex
subdivision, the written approval of the other property
osrner, owners, or ownerrs association shall be reguired.
Address the adequacy of the unitrs trash facilities (i.e.
enclosed trash facilities/reg:ular garbage removal
service/etc. )
Attach an application for a conditional use pernit and check
for 9l-oo.o0 for the Conditional Use application fee.
fnclude a title report to verify ownership.
2.
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3.
4.
5.
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6f to ' ,^'Lt"'l '<'e- Z" oo
Date:l./- ;18 {D
(Applicants j
Address: 5tqff GoRe- 9i,."\ €- , t/.a{;0' ttSjt/ock4/ ,?,i loyr.,.
Address: *o.ff\ e *JJ:!'-'n , ftl /*Jd;hq
L t\r\\ tI\
t
na
TO:
FROM:
DATE:
RE:
Planning and Environmental Cornmission
Cornmunity Development Department
June 25, 1990
(*'t
o uAa4,-4r,v\
A request for a ConditionaL Use Permit to a11ow for the
operation of a Bed and Breakfast on Lot 8, Block 3,
Bighorn Subdivision, 5th Filing, 5198 Gore Circle.
Applicants: John and Paula Canning
I. DESCRIPTTON OF PROPOSED USE
In Decenber of L989, the Vail Tor,rn Couneil passed ordinance
No. 3l-, Series of l-989 to allow Bed and Breakfasts in the
Town of vail $rith certain criteria. The definition given in that ordinance states that
rrA Bed and Breakfast neans a business which
accommodates guests in a dwelling unit in which the Bed
and Breakfast proprietor lives on the premises and is
in residence during the Bed and Breakfast use.ll
A Bed and Breakfast nay short tern rent separately up to 3
bedrooms or a rnaximurn of 900 square feet of the dwelling
unit.
The Cannings have applied for a conditional use pennit to
allow them to use two bedrooms in their home in a Single
Farnily zone district for a Bed and Breakfast rental . The
bedrooms contain a total of 300 sq. ft. Two gruests could
stay in each bedroorn for a totaL of 4 guests.
II. CRITERIA AND FINDINGS
Upon review of Section 18.60, the Community Development
Department recomrnends approval of the conditional use pennit
based upon the following factors:
A. Consideration of Factors:
1, Relationship and irnpact of the use on developrnent
obiectives of the Town.
The Town Council encourages Bed and Breakfasts in
the Town of VaiI as a favorable type of lodging
for touri-sts.
2. The effect of the use on liqht and air.distribution of population, transportation
facilities, utilities. schools, parks and recreation facilities, and other public facilities
needs.
Four guests can be acconrnodated at one tine and it is unLikely that there would be more than two guest vehicles. There is a bus stop one block
away. It is felt that the inpact on the use of
parks and recreation facilities and on transportation facilities would be minimal.
3. Effect upon traffic with particular reference to
conqestion, automotive and pedestrian safetv and
convenience, traffic flow and control , access.
maneuverability. and removal of snow from the
street and parking areas.
It is likely there would be two additional vehicles driving to the Canning residence. Staff
feels that this would be an insigmificant irnpact
upon traffic.
4. Effect upon the character of the area in which the
proposed use is to be located, includinq the scale
and bulk of the proposed use in relation to
surroundinq uses .
The staff feels that the character of the area will not be negatively inpacted by the addition of
a Bed and Breakfast in this area. No exterior
changes to the residence are proposed to
accommodate the Bed and Breakfast.
5. Bed and Breakfast operations mav be allowed as a
conditional use in those zone districts as
specified in Title l-8 of the Vail Municipat Code
for ordinance No. 3l-, Series of 1989. Bed and
Breakfast operations shalt be subject to the
followinq requirenents :
a. Off-street desiqnated parki-nq shall be
recruired as follows: I
l.t
one space for the owner/proprietor plus one 1,"
space for the f irst bedroorn rented pl-us l-/2
-r^. - \space for each additional bedroom rented. 'v'
The Canning property contains more than the
required 3 parking spaces.
b.Enclosed trash faciLities and reqular garbaqe
removal service shall be provided.
The Cannings have trash facilities in covered
containers in an enclosed trash facility and regular garbage removal serrrice.
Renoval of landscaping for the provision of additional parking is stron<tlv discouraqed.
There will be no removal of landscaping.
Each Bed and Breakfast shaLl be allowed one residential name plate siqn as defined and
requlated bv the Town of Vail Sictn Code.
The Cannings are not applying for a name plate sign at thj-s time.
If a Bed and Breakfast operation shall use propertv or facilities owned in common or 'iointly with other propertv osrners such as parkinq spaces or a drivertav in duplex
subdivisj.ons bv way of examole and not
limitation, the written approval of the other propertv owner, owners, or applicable owners I
association shall be recruired to be submitted
with the application for a conditional use permit.
Not applicable.
d.
III. FINDTNGS
The Planning and Environnentat Cornmission sha1l nake the
followinc findinqs before qrantinq a conditional use permit
for a Bed and Breakfast operation:
A.
B.
That the proposed location of the use in accord with
the purposes of this ordj-nance and the purposes of the
district in which the site is located.
That the proposed location of the use and the
conditions under which it would be operated or
maintained would not be detrinental to the public
health, safety, or welfare or rnaterially injurious to properties or improvements in the vicinity.
That the proposed use would conply with each of the
applicable provisions of this ordinance.
c.
IV.STAFF RECOI,TMENDATIOIV
The Conmunity Development application for a Bed and that all applicable review satisfactorily net.
staff reconmends approval of this
Breakfast operation. Staff finds criteria and findings have been
a'
Item No. 1: Approval of minutes from June 4. 1990 and June lL,
1990 neetings.
A notion to approve the minutes froro the June 4, 1990
minutes as written was made by Jim Shearer and seconded bv
Ludwig Kurz.
VOTE: 6-0 IN FAVOR
Chuck Crist stated that on page
vote should be adjusted to show
Kathy warren also had changes to be nade on t-h.e 6/LL/90 minutes
and asked if she could make them later and have the mLnutes
resubmitted for approval at the next neeting.
Item No. 2: A recruest for a conditional use permit to al1ow
for a Bed and Breakfast at Lots 6 and l-,/2 of 5.
Block 5. vail villaqe seventh Filinq, 1119 E.
Ptarmicran Road.Applicant: Monie S. Beal.
There were no public cornments and the applicant was not present
A motion to approve the recruest per the staff memo was nade
bv Da1ton Williarns and seconded bv Chuck Crist.
VOTE: 6-0 IN FAVOR
Item No. 3! A recruest for a conditional use Dermit to allow
for a Bed and Breakfast at L,ot 8. Block 3, BLghorn
Subdivision. 5th Addition, 5198 Gore Circle.
Appticant: John and Paula Canning
There were no public comments and the applicant was not present
A motion to approve the request per the staff merno was made
bv Chuck Crist and seconded bv Ludwicr Kurz.
VOTE: 6-0 IN FAVOR
The neeting was adjourned at approxinately 7:o0 p.m.
o
13 of t-};'e 6/Lf/90 minutes the
that he had abstained.
2L
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Li. r
BED AND BREAKFAST
APPLICATION
'1,
- ; t h w'.(.^:-+''
).r^ -ut
6l,n - ,o.l'P'-l n, z'or
Date:'/- )3 -to
l,? *ilo C rr..,.^Narne of
Physical
MaiIing
Name of
ltailing
owner r s
aorrDgr | 9
Applicant:
Address:
Address:S.c. vrr €-
\
7
J lo
\S
/o ,o Property Owner:
Address of owner:
Phone Number:
8iglature:
sf.cl^{
73
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6*
7i.
hrE
Up to 3 bedrooms or a maximun sguare
of the dwelling nay be utilized for
operation.
^+ -fL
footage of 900 square feet
l.
a Bed and Breakfast (B&B)
Please provide a floor plan of the dwelling unit with the
rooms to be used for the B & B highlighted.
Please provide a site plan and indicate the designated
parking. The reguired parking is as follows: I space for
owner/proprietor, plus 1 space for first bedroorn rented'
pJ-lJs l/2 space for each additional bedroorn rented.
If a Bed and Breakfast operation proPoses to use property or
facilities owned in common or Jointly with other property
olrners, such as parking spaces or a driveway in a duplex
subdivision, the written approval of the other property
ouner, olrners, or o\.tner I s association shall be required.
Address the adeguacy of the unitrs trash facilities (i.e.
enclosed trash facilities/regular garbage removal
service/etc. )
Attach an application for a conditional use pemit and check
for $1Oo.oo for the Conditional Use application fee.
Include a title report to verify ownership.
2.
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THIS DEED, uoc
bctfaan
JAcl( w. tiANIS
courty ot Eagl e
rficc lcgrt !ddr.33 ll
SPECIAL I{ARR,ANTY DEED
orr thir dly of Octrber 20, 1999
of th!
, St.t! of Col,or.do, gr!ntor(r), Jld
ENIERPRISES, INC., A TD(AS
7 5?0r
, St!t. of Cotorado, grantc€(s):
for end in conside.atin of thc sr.n of
cExl s
hefeby .clnoytedged, has granted, barg€ined. 6otd
afd contirD. r,nto the grantce(s), thcir h.irs srd
2121 SAI{ JASINIO Sr.
1600 g$i tiFmti6 Tcx{R I8 71 r DALLASI Tx.
of thc t Courty of
I{TINESSEIII, rhlr thc armtor(s),
l{tEE rulDtED rfia,s^m DftLARS A}O 00
thc r6.ipt end sufficicncy of rhich is
sents do€s grant, baresin. ecl[, cmvey plop{-tl, togeth?r rith irprovenents, if .ry, situlte, tying ard being in thc E8i-tu; . St6tc ot Cotorldo, described !s fot to.s:
IgL qr_Br4eKg_ plqQBl_r_suEqD4slqt, ruFllr ADDnroN, AceoRDrlG ro rHE RE@RDED pi.{r
T?IREOF, qlrrC OF EAGLE, SE|IE OF brORAD.
r[3o ktDyn by sr.€t rnd nr.nber rs: {Sf *&r* €&I €4* tsI(flORDI *g.tsDnil6iil0}l * rbEH*.lDDEf[QN
5198 Gore Cjrcle, Vail, Co 81657
ctajqilqlhe r!gt9 o! anJ grrt thereof, by. thro€h o|. urder the llU !L!le rlgr! o! anj Errt ther€of , by. thror8h o|. trder th IN IIIINESS VJHREOF, thc ar.nror(s) hrv! €xecured this rbova.
lGEIHm. rith 6lt 6rd singutar the hereditarEnts and apFrrtenances thereto bel.or€in9, or in anyrise appertainjng,lnd thc leve.sion sd reversior€, refiainder a.d remairders, rents, issr.,€s srd profits thereof; and att th" rsiate.rigbt, titte. inlerest, cteirn ard demand xhatso€ver ot the granror(s). eith€r in taH or equity, o{, in ard to the
abov_c bargained pc€qt se9! yi_th thc her€ditJEnts and appur tenarra(s ) ;IO mVE AllD IO IloLD tte said prerni ses ard d*cribed rith the appu.tena^ces, unto the grante€(s), their heirs rd assigns forever, th" grtntor(s), lon thenEelv€s, their h€irs ar6 personaL repcesentativis or srcci"ro.s,do.s corenant ard rgrec thlt they shltt .rd ritt UAiRAII AND FOREVER DEFEID thc sbove-bargairied prenises in thc qjiet lnd p€acesble possessidl of the gr8nt?e(s). their heirs ard assigns, against ett ard every persori or perso.rs
d**s,300r000.00 )
md conveyad, ard by these pre.
assigns forever, rlt the reat
County of
or(s).
th. date set tor
L4212V
st^tE ot rsJofiM Texas
coultrY of Dal las
Th! forcaoir€ instrnent ras acknortedg€d w JACK t{. TANIG
JEANETTELMMUE forr?t|qt||jb lihdrl{ra{ll
rlf in Denyer. i nsert lcity andll
Octcber 20, 1989
offic
befo.c m on this day of
a o
.;r,DtrtrMRrMtrNT @F tr@MMUNITV DtrVtrL@FMENT
XXXXXXX sALEs AcTroN FoRM XXXXXXX
01 0000 41330 COM. DEV. APPUCAT]ON FEES
1 0000 41540 ZONTNO AND ADDRESS MAPS
01 0000 42+15 1988 UNIFORI/ BUILDTNC CODE
: 0000 42+15 1988 UNIFORI,{ PLUI{BING CODE
1 0000 42415 1988 UNIFOR}/ MECHANICAL CODE
01 0000 42415 1988 UNIFOR}I RRE CODE
1 0000 42+15 1987 NA]'IONAL zuCTRICAL CODE
1 0000 42115 OTHER CODE BOOKS
1 0000 41548 E PRINTS (M'njRs)
01.0000 42+12 XERoX CoplES / SruOrEs
1 oooo lzszt PENALTY FEES / RE-|NSPECTIoN
1 0000 +1322 OFF HOURS TNSPECTION FE=
CON]RACTORS UCENSES fEES
1 0000 41330
ot 0000 4r4r3 ,SIGN APPLICATION
coMMENTs: 64 . ,t-. Udr, Cr- t"-'r (L*
'{n[rc Ra: st?& Go;aa Ar^& Q"ft-e-*M6** )
}Li=l '
ft/-
JOHN A. CANNING, D,V.M.
5198 Gore Orcle
Vail, Colorado 81657
TcleFl|odr: €03) 47ffi !t58
ULlo-.'-^-[ %f--\ c*r,\!^s
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L.t 7; T,n E.^-0b
s-t ?Y G*n Qr^.Q ,U.l-$,Q. &t ! rz
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B["{t a
PUBLIC NOTICE
NOTICE Is HEREBY GrvEN that the Planning and Environrnental
Cornrnission of the Town of vail will hold a public hearing
accordance with Section 18.66.060 of the municipal code of
Town of Vail on June 11, 1990 at 3:00 p.n. in the Town of
Municipal Building. Consideration of:
i-n
the
Vail
1. A request to apply High Density Multi-Fanily zoning to the
Marriott Mark Resort, a rnajor anendment to Special
Developrnent District No. 7 (Marriott Mark) and for a
conditional use pernit in order to add 58 tineshare units
and I employee housing units.Applicant: Marriott corporation.
2. A request for a front setback variance and a creek setback
variance for Lot 6, VaiI Village West, Filing No. 2 ' L755
west core Creek Drive.Applicant: Dan and Karen Forey
3. A request for a height variance for an addition to
Condominiun Unit E-6, Lot P, Block 5D, vail village First
Filing, 141 East lleadow Drive.
Applicant: H. william Surith, Jr.
4. A request for a height variance for an addition to
Condorniniun Unit E-5, Lot P, Block 5D, Vail Village First
Fiting, L4L East Meadow Drive.Applicant: Robert Snith
5. A rnajor amendment to Special Development District No- 4,
Area C, Section L8.46.LOO' Paragraph C: deletion of the
following sentence rrNo residential lot shall contain more
than 42Oo square feet of GRFA per the Glen Lyon subdivision
covenantsrr, which amends the GRFA requirenent to conform to
the Prinary/Secondary zone district, Section 18'L3.080,
Density Control .Applicant: Greg Arnsden for 75* of the property owners.
6. A request for a setback variance in order to add a bay
window at Villa Valhalla, Unit No. 3' Lot JI' Block A, Vail
Village sth Filing.Applicant: Harry Davison
7. A request for a major subdivisionr a request to approve the
preliminary plan, a request for a variance to the maximurn
height for retaining walls, and a request for a variance to
the maximum percent grade for a road, on a parcel comrnonly
referred to as Spraddle Creek, an apProximate 40 acre parcel
located north and east of the Main Vail I-70 interchange and
east of the Spraddle Creek livery. Commencing at the
Northeast Corner of the Southeast L/4 of the Southvest L/4
of Section 5, Township 5 South, Range 80 West of the 6th
Principal l{eridian, being an Eagle County Brass Cap properly
- marked and set, with all bearings contained herein being
.Jh n q i I -/ i '7/!rLbd la (k*1crc"d Ctu:rtta a+" sD21?o
relative to a bearinq of S 00 Llr 00rr E between the
Northeast corl of 6aid Southeast yn oltre Southvrest L/4,
anci the sduth#st corner of sai<i southeasVi/4 of the
Southwest L/4 being an Eagle County Brass cap properly
rnarked and seti said Northeast Corner of the Southeast 1/4 of the Southwest L/4 being the Point of beginning; thence S
O0 11r 00n E along the east line of said Southeast L/4 of the Southwest L/4 of Section 5 a distance of 1320.14 feet to the Southeast Corner the said Southeast L/4 of the Southwest L/4 of Section 5i thence S 89 47r 48rr W along the south line of said Southeast I/4 of the Southwest L/4 of Section 5 a
distance of 901.00 feeti thence N 73 481 32tt W along
Interstate 70 Right of Way line a distance of 2L4.12 feett
thence N 66 52 | L2't W atong said Right of Way line a
distance of 24L. 10 feet to a point on the west Line of said
Southeast L/4 of the Southwest L/4 of Section 5; thence N O0
2Ot 31x w along the west line of said Southeast 1rl4 of the
Southwest L/4 of Section 5 a distance of 1161.66 feet to the
Northwest Corner of the Southeast L/4 of the Southwest 1/4
of Section 5 being an Eagle County brass cap properly marked
and set; thence N 89 41' L2u E along the north line of said
Southeast L/4 of the SouthwesL L/4 of Section 5 a distance of L331.07 feet to the Point of Beginning. Said real property containing 39.55 acres, more or less.
Applicant: George Gi11ett, Jr.
8. A request for a conditional use perrnit to aIlow for a Bed
and Breakfast at Lots 6 and L/2 of 5, Block 5, Vail Village
Seventh Filing, 1119 E. Ptarnigan Road.Applicant: Monie S. BeaI
9. A reguest for a conditional use pernit to allow for a Bed
and Breakfast at Lot 3, Block 3, Vail Intermountain, 2754A
Basingdale.
Catherine S. Cheney
Lo. A request for a conditional. use perrnit to allow for a Bed
and Breakfast at Lot 8, Block 3, Bighorn Subdivision, 5th
Addition, 5198 Gore Circle.Applicant: John and Paula Canning
11. A reguest for a conditional use pernit to allow for a Bed
and Breakfast at Lot 8A, Vail village 10th Filing, 920
Fairway Drive.
Applicant: Alice M. Cartwright
The applications and information about the proposals are
available for public inspection in the Comnunity Development
Department office.
Town of Vail
Corununity Development Departnent
Published in the Vail- Trail on Uay 25, 1990.
Project Application
o"" 9'/t 9o
Project Name:
Project Description;
Owner, Address and Phone:
,b tt/ed/arde
<rtanrb
Architect, Address and phone: F / cl : f/unz f/a'lza
Legal Descriptio n, gt B , Atoclt-i--, riling fu7fu4,fa116/11v17a7-
-
Tsns St/V/r'fthh
€x6fz/r7 ftYe/ezto
Contact Person and Phone
Dl/a., , feNat Tjzal Pnou 476-73/7
fr fi/"
Comments:
Design Review Board
oate f'/Q'9r)
DISAPPROVAL
€/6"Ct fiX///Z/,A) tlerr/e4
Sufnmary:
'r-rht
a, rt-da
72kti.,
't-h-r4/
KJ 6/ 54
t'/ *-, 50's€l/n,
,4,s /aerr?,( .aad1 ac*tt//fApz-l,+tt.1 /ry / 4 2/.
5Al att// tnrr-rrft,}[tl -,rt ,]itlr,,t'7i,W't & d'tu zt'rd
-7J J a siuApprovar lofiZ*for' 617 t?u/
,r4)
ielrfor' at r)ol
s/br'z ,:/ou/r/42 q'o 5c'
/ sP/Ur</4eR.- /s 50' ada//*r2't.aJ
f*).,toa- zP7rno/ 4a {antht/cftc/
tt/t#ou/ 4 51/k?k ttortoncz-).
Town Planner
"*)1t!'d,trrrc;;f 1:#ii"#i'i'#'!o
-Y/ /t i uL/totQL
lnwn
75 soulh frontage road
yall, colorado 81557
(303) 476-7000
0ctober 4, 1983
Pam Hopkins
201 Gore Creek Drive Vail, Colorado 81 657
Dear Pam,
olflce of communlty development
Re: Lot I, BIk 3, Bighorn 5th Addition
This letter is to inform you that the Community Development Department wi'l l interpret the north branch of Gore creek which flows through lbt l, bloik 3,Bighorn Subdivision, Fifth Addition as requiring a 30 foot-setback from the center of the branch. The required setback from the main channel of Gore Creek shal'l be fifty feet. If you have any questions, piease contact me.
Sincer-e1y,
,/rz?-" ) '/ .u(/'.' fr-((n.r/t pereR URUIR ,/-tr t---'
Town Pf.anner
PJ:br
1-
DNB APPIJICATION
DATE APPLICATION RECEIVED:
DATE OF DRB UEETING:
Rmm.-qf:P i) I1990
I.
*****THIS APPLICATION WILL NOT BE ACCEPTED UNTTL ALL INFORMATION
IS SUBUTT?ED*****
PRE.APPLICATION MEETING :
A pre-application meeting with a planning staff member is
strongly suggested to deternine if any additional
inforaation is needed. No application wiII be accepted
unless it is conplete (must include all itens required bv
the zoninq administratorl . ft is the applicantrs
responsibility to make an appolntment with the staff to find
out about additional submittal requirements. Please note
ttrat a COMPLETE application will streanline the approval
process for your project by decreasing the number of
conditions of approval that the DRB nay stipulate. ALL
conditions of approval must be resolved before a building perrnit is issued. Application will not be processed
without Ownerts Signature.
PRoJEcr DEscRrPTror; r4il L> 4PPF?^J
B. I'CATION OF PROPOSAL:
Address 444 6r*'" t'+o ct +-
Legal Description l-at I Block 7
subdivision ?-r''bal a^'r.< Zoning
NAME OF APPLICANT z JJ1s1;A-(Jl pa'tn/-> t-\ler'?9ar14
l{ailing Address:
A.
c.
!|iiii !:,,,
Phone 17h'zZt q
NAME OF APPLICANTIS REPRESENTATTVE! IA4^I CO^hII^K-I
ql,bFt Phone q1b 43Iq
E.NA},TE OF OWNERS:
SIGNAIURS (8' :
Mailing
Phone 4-7b -13tat
F. Condoninium Approval if applicable.
c. DRB FEE: The fee will be paid at the tine a buildincr
nermit is paid for.
VALUATION
s o-
$ 10,001 -
$ 5O,OO1 -
$150,001 -
$500,001 -$ over
$ 10, OOO
$ 50,ooo s 150, OOO
s 500,000
$L, 000,000
91,000, 000
FEE
$ lo. oo
s 25.00
$ s0. o0
9100. 00
$200. 00
$30o. oo
I
I
J....1.1
II. I!{PORTANT NOTICE REGARDING Att SUBUISSIONS TO THE DRB:
A. In addition to neeting subnittal requirements, the applicant must stake the site to indicate property
Lines anal building corners. Trees that will be removed
must also be marked. This work must be completed before the DRB visits the site.
B. The revielr process for NEW tsUILDINGS will normally involve two separate meetings of the Design Review
Board, so the applicant should plan on at least two
meetings for a finaL approval .
C. ApplicantE who fail to appear before the Design Review
Board at their scheduled neeting and who have not asked for a postponement will be required to be republished.
D. At the discretion of the zoning adnlnistrator, the following ltems may not have to be presented to the
Design Review Board. They, however, have to be presented to the Planning Departnent for approval:
a. Windows, skylights and sinilar exterior changes that Co not alter the existing plane of the building; and
b. Building additions that are not viewed fron any other lot or public space, which have had Letters
submitted from adjoining property owners approving the addition; and/or approval fron ttre agent for,or manager of a condominium association.
E. You may be reguired to conduct Natural Hazard Studies
on your property (i.e. snow avalanche, rockfall, debris flow, wetlands, etc). You should check with a Town
Planner before proceeding.
I
I
III. ADDITIONS - RESTDENTTAL OR COI,II.IERCTAL
b h)rd A. originat floor plans with all specifications shown.n+47 B. -{fro'sets of proposed floor plans (L/4" : Lr or larger)
for additions.
c. Two copies of a site plan showing existing and proposed
construction. Indicate roof ridge elevations with
existing and proposed grades Ehown underneath.
D. Elevations of proposed addition.
E. Photos of existing structure.
s dt'c i f tESt ffigi!' "*a I r''kf { e /f a {Jo un?F" or o r s amp r e s o n
materials list (attached).
At the reguest of the Zoning Adninistrator you may also be
reguired to submit:
A statenent fron each utility verifying location of
service and availability. See attached utility
location verification forn.
A site irnprovement survey, stamped by registered professional surveyor.
A prelirninary title report, verifying ownership of property and lists of easements.
rV. FINAL STTE PLAN
After a building pennit has been issued, and when the project is underway, the following will be required before
any building receives a franing inspection from the Building
Department: Two copies of a certified inprovernent sunrey
showing:
Building locations with ties to property corners, i.e.
distances and angles.
Building diurensions to the nearest tenth of a foot.
All utility service lines, as-builts, showing size of
Iines, type of naterial used, and exact locations.
Drainage as-builts.
Basis of bearing to tie to section corner.
All property pins are to be either found or set and
stated on map.
All easements.
Building floor elevations and aII roof ridge elevations
with existing and proposed grades shown underneath.
CONCESTAL DESIGN REVTEW
1. Submittal recruirements: The ohtner or authorized agent
of any project requiring design approval as prescribed
by th1s-chapter may subnit plans for conceptual review
by the Design Review Board to the Department of
conrnunity Developnent. The purpose of a conceptual
review shall be to give the applicant a basic
understanding with resPect to the deslgn concept and
the conpatibifity of a proposal with the Design
Guidelines contained within this chapter. This
F.
H.
r.
A.
B.
c.
D.
E.
F.
G.
H.
v.
procedure is reconmended nainly for those applications of a higher irnpact than single-family and two-faroily
residenses although projects of that nature shall not be excluded fron the opportunity to request a
conceptual design review.
The followlng informatl.on shall be subnitted for a conceptual review:
a. A conceptual site and Landscape plan at a mj.nimun scale of one inch eguals twenty feet;
b. Conceptual elevations and exterior materials and a description of the character of the proposed
structure or structuresi
c. Sufficient infornation to show that the proposal
cornplies with the development standards of the
zone district in which the project is to be Iocated (i.e. GRFA, site coverage calculations,
number of parking spaces, etc. ) ;
d. Coropleted application for:m;
e. Planning and Environmental Cornmission and o:r Town
Council approval if reguired.
Procedure: Upon receipt of an application for
conceptual design review, the Department of Cornmunity
Development sha1l review the subrnitted naterials for general compliance with the appropriate requirenents of the zoning code. If the proposal is in basic
conpliance with the zoning code requirenents, the project sball be forwarded to the DRB for conceptual review. If the application is not generally in
conpliance with zoning code reguirements, the application and subrnittal materials sball be returned to the applicant with a written explanation of the
Department of Community Development's findings.
The DRB shall review the application and supporting
material that has been submitted for a conceptual
revielr in order to determine whether or not the project
generally conplies with the design guidelines. No vote of the DRB wiLl be required unless reguested by the applicant. The property ouner or hj-s representative shall be present at the DRB hearing.
\
2.
,a
ZONE CHECK
FOR
SFR, R, R P/S ZONE DISTRICTS
DATE: o./g to
LEGAL DESCRIPTIQN:
ADDRESST 5/?8
OWNER
ARCHITECT T
ZONE DISTRICT
PROPOSED USE
IOT SIZE
Iteight
Totar GRFA 2 "i':\-i'):tL-t
.ar.inalstr-€Rsr-
€eeeada:eF€RtA
Setbacks: Front
Sides
Rear
Watef COUTSe -6or: ,''. '- ...
ir t 1,,:, , ,,,
Site Coverage Zai
Landscaping
Fence,/Retaining l{al1 Heights
Parking
50)
l'i --q -'r":,!/'lDO/r /8b '
7,ri .t,;iSy''
3'/6'
J neqrd
TotaI
Block J fifinq 4f2vn 5lfuiu/zat-57/dc/'ltn)
PHONE
PHONE
:5 'i :'/-i 2!: t ,?4h3 i3/5
| 'r' 44'Y/'
/VA //4 ///!,/L/.4
2Ot "
15 1
15 1
Allowed' Existino
./-\. no -(3Or(33) ) t'''\_,_/
Proposed
o4 {.
.4- t .)
Ii-EMAIUG
"'"'t A
2b57
ot--
CredLts:Garage
ltechanical
Airlock
Storage
A
(3OO) (6OO) N 't-t'
(eoo) (1200)
(:Iool 50
OL
OL
,K_
(so)
4Oo)
Drive: Perroltted Slope 88 Actual Slope
Approved by Town Engineer:Date:
Environrnenta l,/Haz ards :lln\'IrqIUtrsII LcIl lraz Gr.I. eF r ., /tl Avalanche /u ,/ t4 0k-1) Flood Plain
2) t Slope 1/ I'*
3) ceologic Hazards .,u /A
r'J r':a) Snow Avalanche
-a:'i b) Rockfall
c) Debris Flow
4) Wetlands
t"-- 2./'tuf, J:(-t s't'lbi't{t. e r€4/:-,
rtu'ownEs For:a 2312
SCHEDULE A Address
1. Policy Date: October 24, L989 at 8:00 A.U.
2. Name of Insured:
cA}{ro coroRADo ENTERPRTSES, rNC.. A TEXAS CORPORATTON
3. Tbe estate or interest in the land described in this Schedule
and which is covered by this policy is:
A Fee Siuple
4.'Title to the estate or interest covered by this policy at the
date hereof is vested in:
CANIO COTORADO ENTERPRISES, INC., A TEXAS CORPORATION
5. The land referred to in this policy is situated in EAGLE County,
colorado, and is described as follows:
I'T 8, BI'CK 3, BIGHORN SUBDIVISION, FIFTH ADDITION, ACCORDING
TO THE RECORDED PIAT THEREOF, COUNTY OF EAGT.E, STATE OF
COIfRADO.
O eoric$. Az762L3o
Flle No. V14212 Anount S3OO,OOO.OO
Page 1 Ttris Policy valid only if Schedule B is attached.
rtUJqrn?r Fono 2313 r|: no. V14212
SCI{EDUI,E B
folicV No. A2762130
This pollcy does not insure against loss or damage by reason of the
following:
1. Rights or clairns of parties in possession not shown by the
public records.
2. Easenents, or claims of easernents, not shown by the public
records.
3. Discrepancies, conflicts in boundary lines, shortage in area,
encroachments, and any facts which a correct survey and
inspection of the prenises would disclose and which are not
shown by the public records.
4. Any lien, or right to a lien, for services, labor, or naterial
theretofore or hereafter furnished, irnposed by law and not
shown by the public records.
5. 1989 TAXES NOT YET DUE AND PAYABLE.
6. LrENS FOR UNPATD WATER AND SEWER CHARGES, IF ANY.
7. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REI.IOVE HIS ORE
THEREFROU SHOULD THE SAI{E BE FOUND TO PENETRATE OR INTERSE T THE PREMISES
AS RESERVED IN UNITED STATES PATENT RECORDED Septenber 13, L9O2, IN BOOK 48
AT PAGE 491.
8. RIGHT OF t{AY FOR DITCIIES OR CANAIS CONSTRUCTED BY THE AUTHORITT OF THE
ITNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED Septenber 13,
L9O2, rN BOOK 48 AT PAGE 491.
9. RESTRICUVE COYENANTS WHICH DO NOT CONTAIN A FORFETTURE OR REVERTER CI,AUSE,
BUT OUITTING RESTRICTIONS, IF ANY, BASED ON RACE, COIOR, RELIGION, OR
NATfONAL ORIGIN, AS CONTAINED IN INSTRII1ENT RECORDED November 25, 1956, IN
BOOK 175 AT PAGE 445.
10. UTTLITY EASEUENT FTVE FEET IN WIDTH AIONG ALL INTERIOR IXT LINES AS
RESERVED ON T1IE RECORDED PT,AT OF BIGHORN SUBDIVISTON FIFTH ADDITTON.
11. E,ASEMENT AND RIGHT OF WAY OF GORE CREEK AS IT AFFECTS SUR'ECT PROPERTY.
12. UTILITY EASEI.IENT TEN FEET IN WIDTH AND PEDESTRIAN EASEI{ENT TT{ENTY FEET IN
WIDTH OVER THE SOUTHERLY PORTION OF IOT AS SHOWN ON IHE RECORDED PI"AT OF
BIGITORN SUBDIVISION FIFTH ADDITION.
Page 2
tfu;oarret. ForD 2313 ri n.. vL42L2
SCHEDULE B
jolfcV l|o. A2762130
13. DR.AINAGE E.ASEI{8ITT TEN FEET IN WTDTH AIONG THE NORTHEASTERLY IPT LINE OF
SU&'ECT PROPERf,Y AS SHOWN ON THE RECORDED PI,AT OF BIGHORN SUBDIVISION,
FIFTH ADDITION.
14. DEED OF TRUST DATED October zot 1989, FRol'l CA}{Io COITRADO ENTERPRISES,INC., A TEXAS CORPORATION TO THE PUBLIC TRUSTEE OF EAGLE COUNTY FOR THE USE
OF UERVYN 1,. HPIN TO SECURE THE Sl,}{ OF $150,000.00 RECORDED October 23,
1989, IN BOOK 516 AT PAGE 35.
Page 3
75 south trontag€ road
vall, coloredo 81 657
(3O3) 476-7000
July 1-4, 1988
Ms. Lynn Voliter
5198 Main Gore Drive VaiI, CO 81657
Re: Lot 8, Block 3, Bighorn Subdivision Fifth
Dear Lynn:
The problem with your garage encroaching into the Town right-of-way is not unigue. Given the fact that the cul-de-sac originally platted was not constructed, I see a good possibj-tj-ty that the encroachment can be satisfied through the vacation of this portion of the right-of-way.
The process to vacate this portion of right-of-way involves subnittingl a rrvacation platrr of the three lots involved. this plat would also need to reflect property adjacent to the right-of-way, show existing inrprovements (road edge, driveways,etc.), and portions of the lot lines to be extended and abandoned. I would encourage you to have your surveyor contact Stan Berryrnan to coordinate the location of the new right-of-vtay. Formal approval of the vacation reguires two hearings before the Council. Because two hearings are required, I would estimate this process to take six or more weeks as opposed to the four weeks I referred to in our meeting.
Do not hesitate to call ne with any questions you may have.
erely,
Thomas
Senior
TAB:Kmc
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A. Braun
Planner
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Project Application
Proiect Name:
Proiect Description:
Owner Address and Phone:
Architect Address and Phone:
Legal Description: Lot etock K ,r,,,^n?4h*o f*b
\l
\J Zone:
Zoning Approved:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Chief Building Official
VALUAT]ON SECTION
.t drfincd in Crtillotion t Sirt.rn.nr ol Conditionr (FHL^,lC Form 439/FNMA Form loollSl.
nsrncr. dirtrnca lrqn trar"tt intlrtaction, tod tnY It tubflrintf lor FNMA, th! lpprrirar murt
-h
(t I rk.ldr o. map Aowing locltion of tubicct,
dcrftrlnul conditions and (2) !xrerior boilding tkatch ol improverrrtnn rhovving dimcniiona
Pu.pox of .Apprli5l it to r3rimatt
Molruram an tt No. Storirt SC. Ft
IrreqBlar x - 2 ,000
xt
Toul Gros Living Atls (Lln In Marklt Oat Andytit balorvl
Cornmcnt on furEtio,rll and ccorpmic oblolctcrncc:
Normal phvsical deterioration of five vears or
about 10t is applicable
COST - NEW - OF IMPROVEMENTST
sq.Ft.OS 40.OO - 3 80,0O0
Sq. Ft. e 3
/Eee.s'; -T7,-136-
---1650-
Port
-
Sq. FL Q 3
D+raqiltsd valur ot improv.m.nlt .
ESTIMATED LAND VALUE (lf loatshold, rhow onlv lca:etrold valuel
INOICATED VALUE 8Y CGT APPROACH .
5,0oo
3 103,980
3 t 10r398
3 93,582
g 50,OOO
3 143,582
rect costs: Arch/Tn
& Profit (2Ot)
lmprovern€nts (driyaw8y, landrc4iry, ra.)
oral Erlim.tld Corr N.ty
COMPARABLE NO. I
Lot 29 VaiI
l4eadows Filinq I
Lot7BlockIBighorn
Fifth Addition
5198 Gore
Circle
S ame neiqh.borhood Same street
Datc of Sal€ and
Tirnr Adiuttmenr
Living Arca Room
Crunt and Total
z rt. r(IO,05O
i3 i2 !s,ooo
FuII kitchen
fireplace ,
Inferior ; f,5OO
FuIl kitchen,
fireplace ,
FuIl kitchen
fireplace
r 1978
(7,250)Minus iS (43 '5OO)
Th6 underrigncd hos recited three recent ial6 of properties most 3imilar and proxirnare to rubiect aird hai coolid€rcd lhe'e in thr msrket analYti3. Th. dercrip'
tion includ€s a dollar sdiusinEnt, reflecting market reaction to those itenE of significant variation bctween the rubiecl snd comp.rrbl€ propertiE' ll ! tignifican
item in th? comparabla p.operty is luperio. to, o. more lavorable lhan, rhe iubiect properiy,6 minu: C) adiu:tment is made, thw rEducing the indicated value ot
sbiecr; il a signilicant irem in the comparable is inlerior ro. or le5r lworable than, the lubjest prop?rty, a plur (+l ldiustmenr i! tnade, lhut increating the indica-
ted Yaluc of thc lubject.
COMPARAELE NO. 3
Irct- 3, Block 4, Bigh
Fifth Addition
Same neiqhborhood
79 ,00c
i$ 58.5
5,OC
350 19, l;
EquaI
l-or
ki tchen
fireplace
Closed
July 1978
66,41:
comrn nt! on Markot Dat' Ir{ost of the dwellings in this area are ei-ther duplexes or condominium
structures. T'he few sinqle family residences rrere custorn built for the oriqinal ownr
therefore vary widelv in size and quality.
2l
I rt L45 ,4"
o |-