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NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
NEW (SFR,P/S,DUP) PERMIT Permit #: 802-0180
Job Address: 4445 CLEN FALLS LN VAIL Status. . . : ISSUED
Location.....: 4445 glen falls lane Applied. . : 06/1112002
Parcel No...: 210112313004 Issued . . : 07/05/2002
ProjectNo : PRJ02-0050 Expires. .: 0110112003
o$rNER GALBREATH, .IAMES H. O6/LL/2OO2 phone:
14 VII-,I,AGE RD
ENGI,EWOOD CO
I01L0
License:
CoNTRACTOR S.H. COLE CONSTRUCTION CO O6/tt/20O2 phone: 97O-475-L426
2897 TIMBER CREEK DRTVE #21
VAIL, CO
81657
License: 189-A
APPLICAI{I SH Cole Construction Co. 06/!L/20o2 Phone: 476-!426
POB 1056
Minturn, CO
8164 5
Iricense :
Desciption: Consturction of New single-family home Occupancy Type- - Factor Sq Feet Valuation
Dwellings zone 2 V-N 97.80 4,]-75 $408,315.00
Prj"vate carages Zone 2 V-N 25 . 56 56'3 $L4 , 39O .28
Totals... 4,175 $1,045,000.00*
Number of Dwelling Units: I Town of Vail Adjusted Valuation: I,045,000.00
Fireplac€ lnformation: Restdcted: Y 4 ofGas Appliances: 0 # ofGas Logs: 0 # of Wood Pall€t: 0
r+++*t*iraa'r*r'itl+*r'r.'|*l***i+***r,lr++i'ar'iir+r+*ialll*lrr***ll*+rt*l** FEE SUMMARY +r+a+**at*t*'r**'r*'t*t'l
Building--> ${ .4?5. 00 Restuarant Plan Review->$0.00 Total Calculated Fees--> Sg , 513 . 00
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 8t657
970-479-2138
#o*r"r*r oF coMMLrNrrY oevnlt^r
Plan Check--> 92, 9os . ?5 DRB Fee---> $500 . 0o Additional Fe€s-->
S0 . 00 Re$€stion Fee*---> 5626 .25 Total Pem't Fee----> $8 , 513 . 00
$0.00 Pa],ments - > S8,513.00
tol q
$0. 00
Investigation->
will co _>53.00 Clean-uPDePosl--->
TOTAL FEES*----> Ss, 513 . 0o BALAME DUE------>$o .00
trrttttt***tt*t**
Approvals:Item: 05100 BUILDING DEPARTMENI
o7/oL/2o02 cDAVrs
Item: 05400 PLANNING DEPARTMENT
06/23/2oo2 ao
ITEM: 05600 FIRE DEPARTIIENT
Item: 05500 PI'BtIC WORKS
o7loL/zoo2 LS
DRIVEWAY ACROSS SEWER EASEMSNT.
Action: AP PER CODE CONSI'I,TAlil:r
Action: AP see conditions
Action: DN NEED I-,ETTER FROM ERWS ON AGREEMEI'IT TO ALL,OI
07/02/2oo2 Ls ACIiON: AP PW I{AS RECIEVED ENCROACIIMENT I.ETTER FROM S
coNsrRucrroN FoR t"rC"**r* RE'TDEN.E.
IIEM: 05550 ENGTNEERING
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the 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 of the Town applicable thereto.
REQUESTS FOR INSPECTION SHAI,L BE MADE TWENTY-FOUR HOURS IN ADV
Send Clean-up Deposit To: N/A
OFFICE FROM 8:00 AM - 5 PM.
SIGNATURE OF O OR CONTRACTOR FOR HIMSELF AND OWNET
PAGE 2
*t***f*******'i*'*'|'}l.'i**'}***t}*'i****+:t.**li*****'t('t.*'t****+**'*****'i*'t,l.*******,**,*'{.*,*'t,|.:t'i*'|t'***'t***'ti**'t*,}*,t******
CONDITIONS OFAPPROVAL
Permit #: 802-0180 as of 07-05-2002 Status: ISSUED
* **!i* + *++'t'i* *******'********** ****** *,lr******,r' *'l ****'* * !*'i ***'|! {r'tr***{.*:*:i*'}**** **,t *:$:}**,t :***'t******,r,}** *,** * *'t**
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06t1112002
Applicanl SH Cole Construction Co. Issued: 07/05/2002
Job Address: 4445 CLEN FALLS LN VAIL
Location: 4445 glen falls lane
ParcelNo: 2l0l 12313004
* * * * !* !t
'* * * * * * * * ** * * +,1+ * * + * * * +*:i* ++++ ++************!t**** {.*** ****** ***{'***** * **** **'}'t**** ** **************+ +
CONDITIONS
***,t*'****+********,1**{rt *{.{.***t {.***{.*t *************{.*************************+*+it +*****!** '*'*rr* t *'t :t*:t !i*****
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FORA FRAME INSPECTION.
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0005349
All crawl spaces must be less than 5 ft. in head height as measured from the
suface ofthe earth to the underside of structureal floor members of the
fl oor/ceiling assemply above.
* * ** * * * ** * * * + * +* * * * * t * * t * * * * * + * *,i * + * * * t * * * * * * * * * * * * 't * * * * + * + * * * ** * * * f * * * * + * * * * * * *:t * ** * *******
TOWNOFVAIL, COLORADO Statement
* * * * * * * * * r. * * * * * * * * * * * * * * ** * * ** * * * + * i * * * * **,t{.******** *:}*+ '} r. * * + * * * * * * * * * * * * * * * * + * * * * * * * 'r ** * * *{r
Statement Number: ROOO0O26?6 Anount: $8,513.OO 07/05/200210:09 AM
Palzment Method: Check
Galbreath
Init: LC
Notsation: #5268/,.Iames H.
Permit No:
Parcel No:
Sit,e Address :
Location:
This Payment 3
802-0180
2l_0112313004
4445 GI.,SN FA]-,LS
4445 glen fa116
ea c1a nn
T)rPE: NEW (SFR, P/S,DUP) PERMIT
I-'N VAII.,
lane
Total FeeB: $8, 513 .00
Tota1 AJJL Pm!s: $8,513.00
Balance: $0.00
Current Pmts
**i.*f**{.** *'l*********t ****** * * * * t * * * * * * * t **********:t **** * *****'t * rti,l * * + * * * * * * * * * * ****t ******'t*
ACCOUNT ITEM LIST:
Account Code Descri pti on
BP 00100003111100
DR 00100003112200
PF 00100003112300
PF 00100003112300,
RF 111000031i2700
|^lc 00100003112800
BUITDING PERMIT FEES
DESIGN RTVIE!'l FEES
PLAN CHECK FEES
PLAN CK - project GFP012
RECREATION FEES
I^IItL CALL INSPECTiON FEE
4.475.00
500.00
1 ,163.50
7,745.25
6?6.25
3.00
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ROM SITE PLAN FDR
I HEREBY CERTIFY IHAT IHIS I rLrvN r vA
PLAT OR IMPR(]VEMENT SURVEY:'t
ES TABL ISHI',IENT OF FENCT, BUTLDINI;
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I FuRTHER CERtlFy THAT THnPR0V€:MLNTS Lrhr ||il. Alilrvt l)r'scRtBc0 RCEL oN T;ii il
FEltudRy 28,..2003, ' LXCLp"ILr ty cuNNrnTrFr'tr, Aift- rNTlFEt. y vttIHE tslUNUAt{ltS ,'A,*L, ,x(:!,,, As rN,)rr:A?thli,iiliH?i'i"; tii*il*#':'ltiE:r.-,8, ,r ,,R I'AlllI I , l X(:l lt I AS lNl)lf:Al lFrtlAT TFIERE ARg N0 Et!:R0aCHNIENTS UNlt DESCklSl ll I'Rl HllilT
,lt{PRovEr.rENT S 0N ANy ADJllNlN0 pREMlsES, iXCEf'T AS SHUWN ANt' iHAr lf rt Rr lS ,Jn Apri^nrNT
LvtltrNCF nR Sl6N nl ANY I Asl H{ Nl (:Nr rtstN(' rrf:
NOTEDi
lrtlNI)l NlNfr ANY nART nf SAItr PAR.lEr.., ExCEfrl
otttt -,m 4l'-Sd fi L^-{a lt qt'I'(
N0tlCEr ACCllRDlNO lU CULURAULI l-AW YtlJ M\;:i I LlJflMl N(:l ANY I l fiAl ACf liiN RASf n t.lFnN ANY D[f Ir: I lN tHls suttvLY vl lHtN lHltLL 'rLAHs r\r::i; YiJ! rlhrsl l,lscnvfR sUl:'r ;)rF[[T lN fj! tvENT, t4^y
ANY ACTION EASTD UPON ANY OE'ECT IN :.IiJ 1L.,FiVL7 IJL CUMMLNCT:O MNRT TIIAN TTIi.I "EARS FqLfi IItI
DATE OF THE CERTIFIEATTON SHOVI\I 'iEEEEI'I
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\ e^t'"?{;#;i:e? E{'r#+'a4/#is+' 1__J
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR U
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Building Permit #:
97 O - 47 9 - 2149 ( In spections)
parate Pe re rcquired for electrical, plumbing, mechanical, etc.!
INFORMA
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COMPLETE VALUATIONS FOR BUILDING PERMIT bor & Materials
BUILDING: S 1(€ooo.OO ELEcTRICAL: * 24 cw''OTHER: $
PLUMBING:$ fio 04O"CcO MECHANICAL: $ 24:,Ooo TOTAL: $
For Parcel # Contact Eaale County Assessorc Office at 97O-328-864O or visit
Parcel # A t0
(application will
I tL 3 o$oo)-
not be accepted without parcel number)
rob Name: &j brerlL fom, /y rob Address: 4q45 6/en 6-l E /nn1
Legal Description tott f Block:Filing:Subdivision: #, eS*G len
owners Namei ftu ea G.l brca.ll Address: f 4oo E. prc+f;ce EZL,! "q21,1 Phone: 3o7-7'r1-4zp4
Architeftl,Desi9"""rb, gorrr, ll Address: p6y R?a l/:cIotlK Sqglf ,non"./or/-6,t2-Jtg I
EneP9,9t)"tl- (nn<ol{i,^ e*sllAddress: Bt tti ile}t lvl;qa,.L flf tqtrL Phone: 16g -121 _ 1gtt
Detailed description of work:
.a\Lon <frur-h,'n u
/\rAtt e * uau 4iaa tL faMtt [q h a m L
WorkClass: tttew$() Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both (f )Does an EHU exist at this location: Yes ( ) ruo X)
Type of Bldg.: Single-family1f, ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: U/l No. of Accommodation Units in this building N /A
No/Tvoe of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
No/Tvoe of Fireplaces Proposed: Gas Aopliances ({ ) Gas Loos (?,\ Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (X)Does a Fire Sprinkler System Exist: Yes ( 1 ruo $< )
*******t *******************'t**********FOR OFFICE USE ONLY**************************************
Other Fees:
Fees:
F :/everyone/forms/bldgperm
of Construction:
Date
rc
o o .I
?
Questions? Callthe Building Team at 479-2j1s
Department of Community Development
Project Name: G^l breail^ Fr-*: lr1
projectAddress: l+V{ Ap-n F"lz Late Wl,Co e tbST
arcpted.
All pages of application is complete
Has DRB approval obtained (if required) provide a copy of approval form
condominium Association letter of approval attached if project is a Multi-Family comprex
Complete site plan submitteo
Public way Permit application included if applicable (refer to public works checklist)
Staging plan included (refer to Public Works checklist) No dumpster,oarkino or material storage
allowed on roadwavs and shoulders without written approval
Asbestos test and results submitted if demolition is occurrinq
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on olans
Types and quantity of fireplaces shown
Appticant'sSisnature: 7 | A@
Date of submittal:
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F:/everyone/forms/bldperm2
Received By;
HOW DIDWE RATE WITH YOU?
Town of Vail Survey
Community Development Deparbnent Russell Fonest, Director,
(9701479-2139
Check allthat applies.
1. Which 0eparfrnent(s) did you contacf
Building _ Environmental _ Housing_ Admin Planning DRB PEC
Was your initial conbct with our staff immediate
no one available ?
siow 0r
3. lf you were required to wail how long was it before you were
helped?_
4.Was your project reviewed on a timely basis? Yes / No
if no, why not?
5. Was this your first time to fle a DRB app- PEC app
Bldg Permit t\UA
6. Please rate the performance ofthe staffperson who assisted you:54321Name:
(knowledge; responsiveness, availability)
Overallefiectiveness of the Front Service Counter. 5 4 3 2
What is the best time of day for you to use the Front Service
Counter?
9. Any comments you have which would allow us to befier serve you
nexttime?
Thank you for taking the time to complete this survey, We are
committed h improving our seryice.
I
7.
8.
?
IUfirI0F
WHEN A *PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESIIONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT'':
o Is this a new residence? YES X NO
o Does demolition work being performed require the use of the Right-of-Way, easemenrs or
public property?No_x_
NO Is any utility work needed? YES X
Is the driveway being repaved?YES
YES
NOX
Is a different access needed to the site other than the existing driveway? yES NOA
Is any drainage work being done that affects the Right-of-Way, easements,or public property?
YE5 No-x_
Is a "Revocable Right-of-Way Permit" required? YES tr NO
o Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES NO-J(-
If answqr is NO, is a parking, staging or fencing plan required by public Works?
YES__X_ No_
If you answered YES to any of these questions, a "Public Way permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in public
Works at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE OUESTIONS.
5* &la-U;+ C ,
Job or Project Name:
Date Signed:
Contractor Signature
F:/everyone/forms/bldperrn4
Company Name
rumY0p
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Buildinq Permit Application,
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies, ALL utilities must field verify (locate) respective
utilities prior to signing application, Some utility companies reguire up to 48 hours notice to
schedule a locate,
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc,). This
plan will expire on November lst and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the tralfic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released, Please do not confuse the "Public Way Permit" with a
"Building Permit".
NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
f have read and understand the above.
a(tba
F:/everyone/forms/bldperm5
Date Signed
If this permit requires a Town of Vail Fire Department Approval, Engineer's (public Works)
review and approval, a Planning Depaftment review or Health Department review, and a review
by the Building Depaftment, 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
depaftments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment 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.
Signature
,l t Date: blLlozz tl
Project Name:C*rl ure*'fL f*;q
F: everyone/forms/bldperm3
O - ,.-., -r r. r-'l
PW#:L--r L-J-LJ ! J n
APPLlcArloN parcer#:Ifnn'InI-n!-lII Fm
FOR TOWN OF VAIL puBucwAypERMrr le- Brds. Permito,E D [ -[ I n I T,m,,o y
Job Name Street Addross 1.
n n n - J-l (ltunknowncsll Ll LJ L-l | | 479-2138 ext.o)2.Excevating Conlraclor Neme Mailing Address TOV Contractor's License Number REQUIRED
()
Phone #
.t,
4.
Stan Date
Work iS for (circle one) Water
Completion Date
Sewer Gas Electric
(Permit Expiration Dale)
Telephone CATV Landscaping Temp. Site Access
Other
5.Trench-width
(min.4')
Bond Amount $
6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
7.Bubber out-riggers are required on
AsDhalt surfaces underneath the
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
ST BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to process.
Depth
Total SF $
Total LF $
Permit Fee Total Permit Fee $
Public Service Company (1
U.S. West (1 -800-922-1 987)
Public Service Natural Gas Group (1-800-922-1987)
9.
10.
11.
12.
TCI Cablevision of the Rockies (1 -800-922-1987)
Eagle River Water & Sanitation District (970-476-7480, ext. 114)
Holy Cross Electric Company (1-800-922-1987)
Town of Vail Electricians (970-479-2158)
Town of Vail lrrigation (970-479-2158)
Town of Vail Publlc Works Construction Inspector (970-479-2198)
THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the
Public Works Departmenl prior to issuance ot the permit.
All excavation must be done by hand within 18" of utilities * (Senate Bill 172).
Permittee must contact Public Works Deoafiment et 479-2198 24 hours prior tosommencing of work. Failure to notify
the Town witl result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
I certify that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by ihe same, and that all utilities have been notified as required.
Contractor's Signature ol Agreement Prlnt name clearly
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
Date of Signature
White - Public Works
Yellow - Contractor
IUMYOF
J ,n"Town of Vail
ensure that new
from building sites
Please read and check off each of the items below:
Building Department has developed the following procedures to
construction sites have adequately established proper drainage
along and adjacent to Town of Vail roads or streets.
Signature
/ n"Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culvefts 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 Depatment for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
/d Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancy issuance,
Asreed to by: 41,*taft^ tt .AV
Print Nafrre
Project Name:G-tbwtt 6^-q
Date sisned: 6|'l',-
F:/everyone/forms/bldperm6
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TVWN OF
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
d Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt,
other debris or material upon any street, sidewalk, alley or public place, or any portion
/V Notice; Abatement: The Director of Public Works may notify 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./
$ 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.
d Notice and Penalty: It is unlawful 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
6/ 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) g 1)
B/ 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) g 3; Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or Relationship to Proiect:
Date Signed:
to litter, track or
snow, tcef or any
thereof.
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Yail2002
Vail Village/Lionshead Gonstruction Hours Handout
Problem Statement
The Vail Village and Lionshead are invaluable assets to the community. Thousands of people come to Vail each year to sightsee, recreate, shop and to enjoy the Vail Valley.The community and merchants rely upon the summer/winter tourism to generate
revenue. our summer/winter guests expect a pleasant experience while in Vail.
To insure that all of the proposed construction has as little negative impact on the
community and on our guest as possible, the Town of Vail finds it imperative to create
and implement the Vail Village/Lionshead Construction Master Plan. Maps of the Village
and Lionshead are included to show areas of construction being affected by this plan.
It would be irresponsible for the Town of Vail, the Construction Contractors and the
Merchants, to not actively participate to minimize the impact of construction on the Village
and Lionshead areas.
Givens
The following givens are intended to provide the basic foundation by which construction
will be completed in the Village:
r The public's health, safety and welfare shall be honored at all times.
o Adequate pedestrian, loading/delivery, vehicle, and emergency vehicle access and
clrculation shall be maintained.
. Roadways and pedestrian walkways shall be kept clean and free of dirt and debris.
r All construction deliveries, equipment, tools, materials, etc. to the Village must go
through Check Point Charlie. All Lionshead construction activity must go to the Vail
Police Department for a parking permit. Do not use delivery zones for construction
parking, refer to approved staging plan or make other arrangements for parking.
. The hours of Outside Construction Activity shall be as follows:
- April 15 - June 21 & September 9 - November 15, 7 a.m. until 7 p.m., seven days
a week. Between June 22 -September 6 work must end bv 4:00 p.m. on Fridavs.
November 15 - April 1 5, 2003 work allowed within daylight hours only.
- Deliveries shall be restricted to the hours of 7 a.m. to 11:30 a.m. on Gore Creek
Drive and 7 a.m. to 8:30 a.m. on Bridge Street.
- Special delivery permits must be requested in advance, from Public Works in
conjunction with Code Enforcement at Checkpoint Charlie.
- No construction activity shall occur on Saturday or Sunday between June
22 & September 6
No outside "on"ilt,on activity shalt occur on the tottilg oates:
Friday, February 15, Saturday, Februaryl6, Sunday, February 17, and Monday,
February 18. (Presidents Weekend)
Saturday, May 25, Sunday, May 26 and Monday, May 27 (Memorial Dav)
Friday, June 28, Saturday, June 29 and Sunday, June 30. (Vail Arts Festival)
Wednesday, July 3, Thursday, July 4. Friday, July 5, Saturday, July 6 and
Sunday, July 7. (lndependence Dav)
Saturday, August 31, Sunday, September 1, and Monday, September 2
(Labor Dayl.
Friday, September 13, Saturday, September 14, Sunday, September 15 in
(Lionshead) and then on Saturday, September 21 and Sunday, September 22.
(Vail Village) - (October Fest)
Thursday, November 28, (Thanksqivinq Day) Friday, November 29, Saturday,
November 30 and Sunday, December 1.
Wednesday, December 25, Thursday, December 26, Friday, December 27
Saturday, December 28, Sunday, December 29. (Christmas Dav Holidavl
Monday, December 30, Tuesday, December 31, Wednesday January 1 ,
(New Year 2003) No Work allowed the entire week of the Christmas/New Year
Holiday.
The Town of Vail Noise Ordinance has been waived by the Town Manager from 7a.m.
- 7p.m. For construction activities from April 15 through June 21, and from September
9 through November 15. The Noise Ordinance shall be in effect and strictly regulated
from June 22 through September 8 and November 15 to April 15, 2001
All construction sites will be required to obtain an Approved Construction-Staqino
Plan from the Town of Vail Public Works Department in conjunction with Code
Enforcement. (The approved staging/parking plan is required to be on site at all
times).
The Town of Vail reserves the right to amend the Vail Village/Lionshead Construction
Plan regulations at anytime should abuses or problems arise.
The Three-Strike Rule will be enforced. Step 1. (Written warning), Step 2.
(Written warning), Step 3. (Construction site will be Red Tag until all issues are
resolved).
The following expectations are established to insure the success of the Vai'
Village/Lionshead Construction Master Plan:
r Full and complete cooperation and understanding from all parties involved in the
construction activity in regards to this plan.
o Strict adherence and compliance with the requirements outlined in the construction
olan.
. Respect and consideration for the affected interests and parties.
lf you have any question, Please contact the Town of Vail Public Works Department
(Construction tnspector) or Vail Police Department (Gode Enforcement Officer)
970-479-2198 970-475-7603
TOlffN OF VAIL
Vail 2002 Staging / Parking Plan Information
The Stasins / Parkine Plan Philosophv- Is a very important step in the building
process. Striking a balance between safe public access and giving construction projects
room to build is becoming increasingly challenging, for us to meet all the needs of those
who will be impacted by construction projects. The fact is, there is less room to build in
the Town of Vail.
Developing a creative Staging Plan is a must. Staging in the Town of Vail Public Right of
way is a Privilege, not a given right. we take into account when we review and approve
staging / parking plans, impacts on neighborhoods, tourism, business and the traveling
public along with your right to build.
The General e for all
activitv relatins to the buildins proiect. The staging plan will be enforced according to
the Approved set of Building and staging Plans. You are required to keep a copy of the
Approved Staging Plan on site.
Two staging /parking plans are required, a summer and winter. Summer staging plans
expire on November l, and winter staging plans expire on April 15. (NSlqThglgjl nS j!
' oll
edee ofasphalt).
Enforcement of all staging / parking plan is as follows.
A) Staging / Parking Plans to scale required.
B) Once the plan is approved, they will be held to complete compliance.
C) We will use a 3 step and you're out, process.
Step One- Verbal and written wamings as to the staging plan violation, then have
contractor sign and date field memo warning.
Step Two- Police Department issue tickets and tows or public works writes second
written waming to all violators who have been notified under step one and who are still
in violation of the approved Staging / Parking Plan. The Town of Vail Chief Building
Official will call the contractor and notify them, the next time any violation happens, the
building department will red tag the construction site for 48 hours.
Step Three- If still in violation after step two, a 48 hour Red Tas will be issued to the
proj ect site.
If you have any Questions, Please contact the Town of Vail Construction Inspector at
970-479-2198
F:\cdev\FORMS\PERMITS\Staging-Parking.doc
I
Requirements for an Acceptable Staging Plan
It is preferred that and Approved Site Plan is used to draw a staging plan, but a hand
drawn plan may be used as long as it is dawn to scale and is neat and legible.
1.) The Staging Plan must show the following:
(a) Show all parking that is required for the job site. (Including construction
equipment).
(b) Show the location of all material that will be staged on site.
(c) Show the location of all dumpsters and port-o-john that are to be on site.
(d) If a fence is required, then show the location of the fence and describe the
material used for the fence.
(e) Iftrees and / or vegetation is required to be protected, then show how this will be
done.
(0 If this staging plan is for a Demo Permit, then show staging for dump trucks and
all related equipment. If the Town of Vail Right of Way area is needed for
staging, then a Traffic Control Plan is required in conjunction with the staging
plan.
(g) Please provide and show an Erosion Control Plan.
(h) No equipment, vehicles, materials are allowed on Town of Vail Right of Way in
the Winter Staging Plan.
2.) If work needs to occur in the right of way, then add a Traffic Control Plan to the
staging plan showing the following:
(a) The work zone (area that is to be performed)
(b) Traffic Control Devices (warning, signs, cones, flaggers, etc.)
(c) Distances that all devices will be set up from the work zone. Also show all
dimensions of work being performed in the right of way. All traffic control plans
must conform to the MUTCD manual.(Manual of Uniform Traffic Control
Devices)
2.) This plan will be reviewed by Public Works and if Necessary the Police, Fire, and
Community Development Department. Once the staging plan is approved, it will be
registered with the departments listed above and enforced.
3.) The Village and Lionshead area have outside construction restrictions, Please become
familiar with the Vail 2002. Vail Villaqe and Lionshead Construction Hours handout.
F:\cdev\FORMS\PERMITS\Staging-Parking.doc
Galbreath Residence
New single-family home
TOI4'NM
. Project. Name:
Project Description:
Pafticipants:
Project Address:
Legal Description:
Parcel Number:
Comments:
OWNER GALBREATH, JAMES H.
14 VILLAGE RD
ENGLEWOOD CO
80110
License:
03/25/2002 Phonet
APPLICANT SH Cole Construction Co. O312S/ZOOZ phone: 476-1426
POB 1056
Minturn, CO
81645
License:
4445 GLEN FALLS LN VAIL
Lot: 4 Block; Subdivision:
210112313004
Design Review Board
ACTION FORM
Department of Community Development
T5 South Frontage Road, Vail, Colorado 81657
tel: 97O.479.2L39 fax]. 970.479.2452
web: www.ci.vail.co.us
DRB Numben DRB020064
Location:
FOREST GLEN
BOARD/sTAFF ACTION
Motion By:
Second By:
Vote:
Conditions:
Charlie Acevedo
BillPierce
4-0 (Rodgers)
Action: APPROVED
Date of Approval= 051 L7 12002
Cond: 8
(|Lnru)rl'|o changes to these plans may be made without the written consent of rown of Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for buirding. please consuil wth
Town of Vail Building personnel prior to construction activities.
Cond: CON0005292
That the applicant shall revise the plans prior to building permit submittal to
indicate that the roof on the side of the garage shall have a 3.5 ft. min. roof
overhang with log brackets
Cond: CON0005293
That the applicant shall revise the plans prior to submittal of a building permit to indicate that the roof shall match the roof depicted on the sE elevatioi bf the prans
C.ond: CON0005294
That the appllcant shall submlt a revlsed slte plan Indlcatlng the changes from the
DRB comments and the shrlnklng of the bulldlng
Planner: Allison Ochs DRB Fee Pald: $650.00
,-ffi Design Review Board
ACTION FORM
Deparbnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Galbreath Residence DRB Number: DR8020064
Project Description:
New single-family home
Pafticipants:
OWNER GALBREATH, JAMES H. 0312512002 Phone:
14 VILLAGE RD
ENGLEWOOD CO
80110
License:
APPUCANT SH C.ole Construction Co. 0312512002 Phone:,476-L426
POB 1056
Minturn, CO
8154s
License:
Project Address: .1445 GLEN FALLS LN VAIL Location:
L€gal Description: Lot: 4 Blockr Subdivision: FOREST GLEN
Parcel Number: 210112313004
Comments:
BOARD/STAFF ACTION
Motion By: Charlie Acevedo Actaon: APPROVED
Second By: BillPierce
Vote: 4-0(Rodgers) DateofApproval= 05lI7l2OO2
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; CON0005292
That the appllcant shall revise the plans prior to building permit submittal to
indicate that the roof on the side of the garage shall have a 3.5 ft. min. roof
overhang with log brackets
Condr CON0005293
That the applicant shall revise the plans prior to submittal of a building permit to
indicate that the roof shall match the roof depicted on the SE elevation of the
plans
-.r -'"'
cond, corutzg+ tt
That the applicant shall submit a revised site plan indicating the changes from the
DRB comments and the shrinking of the building
Planner: Allison Ochs DRB Fee Paid: $650.00
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STRUCTURAL CALCUI,ATIONS
FOR
GALBREATH FAMILY
vArl',o coLoRADO
oFfiU€'ffiev
PREPAREDFORI ALPINELOGHOMES
P.O. BOX 85
VICTO& MONTANA 59875
(406)s2-34sr
FREPAREDBY: BEAUDETTECONSUT,TINGENGINEERS
13I WEST MAIN
MISSOLILA, MONTANA 59802
(406) 72r-73rs #
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INDEX
General.......... ....'.........'.......G1 - G5
Roof Framing ...'..................RF1 - RF72
Headers ........H1 - H29
Floor Framing Upper Level.. .................'...FLl - FL33b
Floor Framing Main kvel .FL34 - FL5lc
Foundation ..FDl -FD8
Lateral ..........L1-Ll5
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GENERAI NO.rES - GAI.BRE:ATH RESIDENCE - \'EIL,CO
GENETUAI]
L. contractor sharl verify atl dimensions and job site conditions before commenci.ng work and shaIl relport any discrepancies to the engineer.
2- Use written dimensions. Do not use scaled dimensions. Where
I no di-mensl9n ig provided, consult the architect or engineer
I for clarificatj-on before proceeding with the work.
3- The design, adequacy and safety of erection bracing, shoring,temporary supports etc. is the sole responsibiJ-ity of the contractor and has not been considered by the engineer. The contractor is responsible for the stability of the structure prior to the completi_on of all shear walJ.1, roof and floor diaphragms and finish materials.
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DESTGW CFJT'ERIJA
1. CODE: 1997 UBC
2. VERTICAI L]VE LOADS:
ROOF - 80 PSF
LATERAL LOADS:
WIND - 80 MPH, Exp. B.SEISMIC- Zone 1 , I=1 .0
CAST-IN-PIACE CONCRETE
1. CONCRETE: frc = 3000 pSI at 28 days, normal weight.Max. slump - 3" for slabs and footings.4" fox wa1ls, columns and beams.Curing compound: ASTM C309, Type 2, Class B.Construction to be in accordance with ACI 319-93.Locatj_on of construction or pour joints must be approved by the engineer unless otherwise shown on these drawings.Concrete shall be air-entrained and shall conform to section 3.4.1 of ACI 301-94 for durability.
2. REINFORCING STEEL: ASTM AG15 - Grade 40 for #3.
Grade 60 for #4 and larger.Provide clear embedment of rebar as designated in ACI-318.
WELDED lifRE FABRIC: ASTM A82 and A185 (sheets only)FIBERMESH: A_STM C-1116 Type III 4.!.3, 100E homopolymer polypropylene fibrillated fibers - 1.5+ per c.y..
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STRUCTURJAI.. STEBL
1. W shapes: ASTM
A992 | FY=50ksi
A35(Dual Grade),A512 Grade 50 or
2. Plates and bars: ASTM 4,36, Fy = 36 fSt Pipe: ASTM A53 or A501, Fy _- jS KSI min.Tubes: ASTM A500, Grade B, Fy = 42 ksi or great,er.
3. Bolts: AsrM A307 machine bol-ts (M.8.) unless otherwise j-ndicated as A325 high strength bolts (ff .S'.g.t Expansion borts(E.g): "Hirti- Kwik Bort" or approved equar.Adhesive anchors: ',HiLti HVA', or approved equll
4. lgfll"S Electrodes or Wires: AWS A5.1 or A5.5, E70XX: AWS A5.18' E70s-x. welding sharl conform to AWs " code for Arc and Gas werding 1n Buildings". All weldj-ng sharr- n"performed by a certified welder.
5. Erection and fabrication in accordance with Arsc "specificaLions for Design, Fabrication and Erection of Structural SteeL for Buildinss."
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ENGELMANN SRUCE Tie Logs and Headers - premium
Wall_s and Columns _ WalL tog 40
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Descripflon
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Center Span 14.12 fl, Moment of Inerta 491.0ff) in4
Left Cantlever fr Ehstic Modulus 1,100 ksi
Right Cantilever 3.00 ft Beam End Fxity pin_pin
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On Left
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0.90 k
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Lefr Cant 0.000 ft
0.oo k-n
0.00 k
0.00000 in
RlghtCant 0.000 n
0.00 k-ft
0.00 k
0.00000 in
Momenb.,. Shears... Reacuons.,.
Max + @ Center 3.0S k-n ar 6.26 ff @ Left O.9O k @ Lef, 0.90 k
Max - @ Conter {.60 k-n at M.1T ft @ Right 0.98 k @ Right 1.38 k
@ Lef, cant o.oo k-fi Marlmum o'98 k
@ Right Cant -0.60 k-ff Deflecdons...
Maxtmum E 3.05 k-fi 9 3*"t -0'199 in al 6'96 ft
@ Leff Cant. 0.000 In at 0.00 fr
@ Right Cant 0.120 in at 17.1T fr.
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Shear
Deflec{ion
0.000 fr
0.00 k-fi
0.74 k
0.00000 in
Left Cant 0.000 ff
0.00 k-ft
0.00 k
0.00000 in
Rlghtcant 0.000 ff
0.00 k_fi
0.00 k
0.00000 in
o.ffio.r:em
offiJJN o.rz*^
o.7r
Vrur@bA!0.7r
un|ex ! 25(.! rt 5.88n
Dnl8r ! .0.107h at 6.13n flrn bf
lrrnrr @ dgtr. {.6&.n
1.7
V'ner@dEC.Sr
O6i @ ddn dn ! {.128h
Moments.., Sheara... Reacgons...
Max + @ C€nter 2.19 k-fl at 5.88 ft @ Len 0.74 k @ Len 0.74 k
Mar - @ center -0.s7 k-fr at j2.go fi @ Right 0.83 k @ Righr 1.21 k
@ Left cant O.(n k-fl Maximum 0.8:i k
@ Right Cant -0.57 k-ft Dsflectlons...
Maxlmum e 2.19 k-ff @ center -0'197 in at 6.'t3 ff
@ Left CanL 0.000 In at O.OOf,
@ Right Cant 0.t29 in at 15.50 fi
Sketch & Diagram
F/E
kn
Ufi
ft
ft
k/n
kn
ft
ft
kn
K/n
fr
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maln menu selectlon, choose th-
Prlnffng & Tltle Block tab, and ent
Hs,fl*yo'Date: 1:04PM, 21 JAN 02
ttle block informa0on.
Descrlptlon
Center Span
Lefr Cantilwer
Right Cantilevsr
Magnnude @ Leff
Magnitude @ Right
Olst. To Len Sids
Dlst. To Rlght Side
Moment of Inertia
Elasfc Modulus
Beam End Fkity
lff* [jr'..z.,runr0so.$rh:. Single Span Beam AnalySiS
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Conter Locadon
Moment
Shear
Deflecllon
0.000 fr
0.00 k-fl
2.61 k
0.(X)000 ln
Left Cant 0.000 fl
0.00 k-f,
0.00 k
0.00000 in
RJghtCant 0.000 fi
0.00 k-fr
0.00 k
0.00000 ln
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lllomenb.-. Sheae... Reacuons...
Max + @ Center 14.08 k-ft at 8.Og ft @ Len 2.6i k @ Lefl 2.6i k
Max - @ Center -O.OO k-ft at i4.OO fl @ Right 5.23 k @ Right 5.23 k
@ Left cant . o.oo k-fi Maximum 5'23 k
@ Rlght Canl 0.(,o k-ft Oefles'dons...
Maxrmum e 14.08 k-ft 9 :l"tt {'368 in at 7'27 fr'
@ Lef CanL 0.000 In at 0.00ft
@ Right Cant 0.000 In at O.OOft
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CONST'LTING
ENGINEERS, INC.
PRq'ECT
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SHEET NO.
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maln menu selecffon, choosE thd-
Prlndng & Title Block tab, and ent
Dsgnn Richard
D€crlpdon :
Scopq :
Daie: 1:12PM. 21 JAN 02
l General lnformatlon
Cenler Span 14.17 fr. Momont of lnertia 1ZS.OOO ln4
Lefi Cantilever fr Elasuc Modulus j,7OO ksi
Right Can0levor 3.00 ft Beam End Fixlty pin-pin
0.126 kn
Ll36r: llJv.0@508, v6r5.13, z2.tui.tego. Vrmz (c 1s8:199 EI{ERCALC Single Span Beam Analysis
On
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CentEr Locadon
Moment
Shear
Defleclion
0.000 fi
0.00 k-ff
0.85 k
0.00000 in
Left Cant 0.000 ft
0.(x) k-n
0.00 k
0.00000 in
Rlghtcant 0.000 f,
0.00 k-ft
0.00 k
0.00@0 in
Momenb... Shears... Reacdons...
Mar( + @ Center 2.89 k-ft at 6.76 fr @ Left O.8S k @ Lef, 0.85 k
Max - @ center -0.57 k-ft at 't4.17 ft @ Right 0.93 k @ Right 1.31 k
@ Lefr cant o.oo k-fi Maximum o'93 k
@ Right Cant -0.57 k-fi Dstlectlons...
Iuaxlmum != @ Csnter {'3:}7 in at 6'96 fl 289 k-ft @Lsft cant. o.ooo in at o.oo n
@ Right Cant 0.203 in et 17.12 ft
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o'hi44l I I I I I ll lli lir i l; li, i I i i I li | [,fJ o.r:*ra
o.ffiJfl o.'ze*
0.tl
Vlna@bn!0.9t
lrrnol'eql{d0.7Bn
Dmar E {.gt?tn st 6.€etl fi6i td
Umrx@dgu!{.&.n
l.3t
V,ia @ n. 0.9t
M @ ddn €rd E {203h
ffi/a
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th€e flve llnes, use the SEf'A
maln menu selec0on, choose thd
Prindng & Tltle Block tab, and ent
ttle block lnformaton.
Description
Momont of lnerda
Elasdc Modulus
Boam End Fixity
Da!e: 12:54PM, ?3 JAN 02
Rslr SlESt
1J33'i Kllql[6toE, Ver g.tl. zJtr.lgag. wln&t (c)19€e09 ENERCALC Single Span Beam Analysis
Left
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C€nter Locadon
Moment
Shear
Deflecffon
0.000 fr
0.00 k-f,
0.81 k
0.00000 in
Lefr Cant 0.000 ft
0.00 k-f,
0.00 k
0.00000 in
RlghtCant 0.000 ft
0.00 k-fr
0.00 k
0.00000 in
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Moments... Shoa|s.., Reactons...
Ma( + @ Center 2.62k-fr, at 6.45 fl @ Left 0.81 k @ Left O.Bl k
Max - @ center -1.13k-ft at 14.17 fr, @ Right 0.97k @ Right 1.73k
@ Lefr cant o.oo k-ft Maximum o'97 k
@ Right Cant -'1.13 k-n Deflectlons...
Madmum . ' 2.62 k-ff @ centet 4'297 in at 6'&t fi
@ Lsft Cant 0.000 in at 0.00ft
@ Right Cant 0.150 in at 17.12 ft
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BEAUDETTE
CONSIILTING
ENGINEERS, INC.
PRqIECT
6atBEettu DATE
BY
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these five llnes, uae the SETTT-
maln menu aelecton, choose th'F
PrlnUng & Tltle Block tab, and ent
Dale: 1:56PM, 21 JAN 02
tltle block lnformaffon.
Descrlptlon
lGeneral lnformation
Center Span 14.00 ff Moment of lnertia 491.000 ln4
Left Cantilever fl Elastic Modulus 1,100 ksi
Right Cantilever ft BEam End Fhity pin-pin
Magnitud€
Location
Rav:31030'lfiffiH*I1,,'''22..,'tlss'Yrh'. Single Span Beam Analysis
Unlform Loads
t
T Center Locadon
Momeril
Shear
Deflection
0.000 ft
0.00 k-ff
1.47 k
0.00000 in
Left Cant 0.000 n
0.00 k-fl
0.00 k
0.00000 in
RlghtCant 0.000 fr
0.00 k-ft
0.00 k
0.00000 in T
I MomenE... SheaF... Reacdons...
Ma( + @ Center 6.89 k-ft at 6.59 ft @ Lefr 1.42 k @ Lefi 1.47 k
Max - @ Center 0.00 k-ft at o.oo ft @ Rlght 2.ol k @ Right 2.o7 k
@ Lefl Cant o.oo k-fr Maxlmum 2-O7 k
@ Right Cant 0.00 k-ff Doflecdons...
Maxlmum ti 6.89 k-ff @ center 4'444 in at 7'18 fi
g7..frCant. 0.000 in at 0.00fi
@ Right Cant 0.000 in at 0.00 fr
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theee ffve llnes, use the StTTla
maln menu selectlon, choose th'F
Prlntlng & Titls Block tab, and ent
*tf,,$:T?e Oato: 1 :56PM, 2l JAN 02
dtle block lnformatlon.
n |OV.C035O8, Ver S,1.3, 22aturl S9. Uth3a
1r&r-99 ENERC TC Single Span Beam Analysis
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BEAUDETTE
CONSI'LTING
ENGINEERS, INC.fiaf frawua
DATE
BY
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tnese fiye rines, use tne SEfna
maln menu selocdon, choose tF
Prlntng & Tltle Block tab, and ent
your tltle block Informaton.
Date: 2:15PM, 21 JAN q2
Rlghtcant 0.000 f,
0.00 k-ft
0.00 k
0.00000 in
I General Informatlon
Center Span 14.50 i Moment ot lnertia llB.ZOO ln4
Lefi CantilEvEr t Elasuc Modulus 1,100 ksi
Righl Cantilever fr Beam End Fixity pin-pin
Magnitude
Locauon
Cenl8r Locatlon
Moment
Shear
Defledion
0.0(x) ft
0.00 k-ff
1.63 k
0.00000 in
Left Cant 0.000 ft
0.00 k-tl
0.00 k
0.00000 ln
Moments... Shears... Reacdons...
Max + @ Cenler 8.87 k-fr at g.Ot fl @ Leff 1.63 k @ Len i.G3 k
Max - @ center o.o0 k-fr at 14.s0 ft @ Righl 2.51 k @ Right 2.51 k
@ Left Cant o.oo k-ft Maximum 2.51 k
@ Right Cant O.O0 k-ft Detlectlons...
Maxrmum B 8.87 k-ft @ center -0'400 in at 7'58 fr
@ Left CanL 0.000 in at 0.00fi
@ Right Cant 0.000 in at 0.00 ft
mimil"'3'22'Js'Flsse'$rdt2 Single Span Beam Analysis
Unlform Loads
KP/+
thee five llnes, use the SE;-
maln menu sslecffon, choose th'F
Prln{ng & Tltle Block tab, and ent
tltle btock Informaffon.
Dato: 2:15PM, 21 JAN 02
ffirffidfrrrr.zrr,,,'.'lse.u&rc Single Span Beam AnalySiS
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"+{d I I I I I I I I I I I I I I I l I i I I { IITIIIIIIITIITTIJII'.'-.,''
UrEr u 8.frl.! d 9.01 n
tli€! ! .0.{@b d 7.S8n fdn L!
t.€[
V.'l€x@EA!1.6r
2.!l
vttur @ n. z5l
RFy'e
RlSht
t1
0.860 k
9.000 n
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Prlnffng & TlUe Block tab, and ent
your ftls block Informaffon.
Dets: 5:O4PM, 30 JAN 02
Rlghtcant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
lGeneral lnformatlon
Center Span 14.50 fi Moment ot lnErtia 415.000 ln4
Left Cantilever
Right Cantilever
Magnitudg
Locaffon
C€nter Locadon
Momenl
Shear
Defledion
ft Elastlc Modulus
ft Beam End Fixity
0.000 ft
0.00 k-ff
1.63 k
0.00000 in
2,000 ksi
Pin-Pin
0.126 kn
Left Cant 0.000 ft
0.00 k-ff
0.00 k
0.00000 in
Momonts,.. Sheae... Reacuons...
Ma( + @ Center 8.87 k-ft at 9.01 ft @ Left 1.63 k @ Left 1.63 k
Max - @ Center O.@ k-t 6t i4.so ft @ Right 2.51 k @ Right 2.51 k
@ L€n cant o.oo k-ft Maxlmum 2.51 k
@ Right Cant 0.00 k-fr Deflsctlons.,.
Maxrmum = 8.87 k-fr 9 9"1* -0'381 in at 7'58 fi
@ LEfr Cant. 0.000 In at 0.00fr
@ Right Cant 0.000 in at 0.00 fl
ffit''r,zriu.*oe,wh,o Single Span Beam Analysis
On
frFy'b
these flve llnes, use the SETTta
maln menu aelectlon, choose th'f
Prlndng & Tltle Btock tab, and ent
Dsgnn Rlchard
Descdpdon :
Scope :
Date: 5:O4PM, 30 JAN 02
ttle block Informatlon.
Rov: Sl@1
Us.r lC+(E!31t06, VlrJ.t.3, Zlrllltrtg0g, WhSa Single Span Beam Analysis
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CONST'LTING
ENGII\IEERS, INC.
PROJECT
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CONST'LTING
ENGII\IEERS, INC.
PROJECT
',A|BREATH
FerutY
Ka# tpam^,
SHEET NO.
,G I
k/fi
k/f,
ft
k/ft
krft
fi
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these five llnes, use the Safnl
main menu aeleclion, choose tF
Prlntlng & Tltle Block tab, and Ent
Dsgnr: Ridta
D€crlpuon :
Date: 9:284M, 22JAN 02
title block Informatlon.
Descrlptlon
l General lnformatlon
cenbr span '13.50 ft Momenl of Inertia 301.500 in4
Lefr Canfflevet ft Elas c Modulus 1,800 ksi
Right Cantilever f, Beam End Fkity pin-pin
Magnitude @ Lefi
Magnitudo @ Right
Dist. To Loft Side
Dist. To Right Side
0.570 k/ft
0.570 k/n
6.000 fi
13.500 fi
R€n: 310:101
tl30r: xw€clttE. v8r !.t 3, arl|!t-1g€. w62
(c) l&90 E ERCSIC Single Span Beam Analysis
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Genter Locaffon
Moment
Shear
Defloction
0.000 f,
0.00 k-ft
2.39 k
0.00000 ln
Left Cant 0.000 f,
0.00 k-fr
0.00 k
0.00000 in
Rlghtcant 0.000 ft
0.00 k-ft
0.00 k
0.00000 ln
Moments.., Shears.,, Reacllons...
Ma,( + @ Center 11.3:I k-ft at 7.20fr, @ Left 2.39 k @ LEft 2.39 k
Max - @ center {.00 k-ft at 13.so ft @ Right 3.59 k @ Right 3.59 k
@ Left cant o.oo k-ft Maxitnum 3'59 k
@ Right cant 0.00 k-fl Detlectons...
Max,mum = ,1.33 k-n 3H::* 'ff|il I i:lll
@ Right Cant 0.0CX) in at 0.00 ft
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these llve llnes, use ttre Sgffnl
maln menu selEctlon, choose th'7
Prln0ng & Tltle Block tab, and ent
Date: 9:33AM, 22 JAN (n
kn
ft
ft
fftle block Informadon.
Descrlptlon
General Informatlon I
CantEr Span 8.50 ff Moment of tnertia 356.000 in4
Leff CantilEyor ff Elastlc Modutus 1,ZOO ksi
Right Cantilever i Beam End Fhig pin-pin
lTrapezoldalLoads T
Magnitude @ Left 0.570 k/ft
Magnitude @ Right
Dbt To Left Side
DisL To Right Side
krft
fi
8.500 fr
K/n
ft
fi
k/f,
ff
h
lff;ffi[it.t,,22^,'r'13oo.w';ri. Single Span Beam AnalySiS
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Center Locauon
Momonl
Sheat
Deflecfion
0.000 ft
0.00 k-f,
1.61 k
0.00000 ln
Left Cant 0.000 fi
0.00 k-ff
0.00 k
0.00000 in
RlghtGant 0.000 fr
0.00 k-ft
0.00 k
0.0&)00 in
Momenb...
Ma( + @ Center
Max - @ Centor
@ Left Cant
@ Right Cant
Maxlmum o
2.64 k-ft
0.00 k-ft
0.00 k-ft
o.00 k-fr
2.64 k-ff
al
at
Shears...
3.59ff @ Left
o.oo ft @ Risht
Maximum
Deflec0ons...
@ Center
@ Len Canl.
@ Right Cant
1.61 k
0.81 k
1.61 k
-0.055 in at
0.000 in at
0.000 In al
Reacilons...
@ Left
@ Righl
4.09 ft
0.00 fr
0.00 ft
1.61 k
0.81 k
lrfi.r!ZOtAd3l9n
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BEAUDETTE
CONSI'LTING
ENGII\IEERS, INC.
PRO.IECT
hatptfirti fauuT oer-e 1/77/d"
ev Ken
SHEET NO.r
rtz Kdar fqut,ia
rnese five rnes, use rns Sefflf
maln menu aelecuon, choose thF
Prlntng & Tltle Block tab, and ent
your tltle block lnformatlon.
Dsgnn Richard
Ilsscrlpdon :
Scope :
Date: 9:434M, 22 JAN 02 I
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Rov: !l@l
l**ffi^ni"'.,'zrrtu,'lsra,'lAhn Single Span Beam Analysis -.-*-*_-.--_j-1s:-.*l
Descriptlon RB1
General Informatlon
Center Span
Lefr Cantilever
Right CantilEver
12.00 fi
fi
fi
MomEnt of lnertia
Elastic Modulus
Beam End Fixity
494.400 in4
1,800 ksi
Pin-Pin
Polnt Loads
Magnitude
Location
Magnitude @ Lefi
Magnitude @ Rlght
DisL To LEfi Side
DisL To Right Side
0.451 Uff
0.166 kn
fi
6.000 ff
0.156 kn
0.451 k/n
6.000 ft
12.000 ft
k/ft
k/ft
ft
ff
k/ff
tdft
ft
fr
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Values
Center Locagon
Moment
Shear
Defledion
0.000 fr
0.00 k-ft
3.86 k
0.00000 in
Lefr Cant 0.000 fi
0.00 k-ft
0.00 k
0.00000 in
Rlghtcant 0.000 fi
0.00 k-ft
0.00 k
0.00000 in
Moments,.. sheaF... Reacoons...
Ma( + @ Center 16.70 k-ft at 5.99 ft @ Lef, 3.86 k @ Lefl 3.E6 k
Max - @ center o.oo k-ft at o.oo ft @ Rlght 3.86 k @ Right 3.86 k
@ Left Cant o.oo k-fr Maximum 3'86 k
@ Right Cant O.OO k-ff Deflocdons...
Maxrmum e 16.70 k-n 3:"T::.. i:filil I i:lll
@ Right Cant 0.000 in at 0.00ft
Krfr,
thesE five lines, use rhe S#ra
main menu selectlon, choose dF
Prlndng & Tltle Block tab, and ent
your 6tle block lnformaffon.
Data: 9:43AM. 22 JAN 02
Rot: 31el0l
Uraii K!Vfi&.6@, Vlt 5.t.3, 2z.llrFlggo. lrln&t (c lr89$ ETGRCALC Single Span Beam Analysis
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BEAUDETTE
CONSI'LTING
ENGINEERS, INC.
PROJEC"T
4atffigetu tslnttt v oon r/zrftL.
sv Ren
thesE ffve llnes, use the SETTI!.{fl
maln menu selecffon, chooee tI
Prlntlng & TitlE Block tab, and eil-
your fftle block Informatlon.
Dats: 10:004M, 22JAN 02 I
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R6r: 51€Al l*ffials"..22r!"'rs€e.wh*t Single Span Beam Analysis -,^^.,o-.**j.1ni"""1
Descrlption RAF3
General lnformation
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Center Span
Lefr Cantilever
Right Cantilever
Mom€nt of lnerlia
Elastic Modulus
BEam End Fhity
0.190 uf,0.190 klft
Unlform Loads
Values
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Canter Locaffon
Moment
Shear
Defleciion
0.000 fr
0.00 k-ff
0.51 k
0.00000 in
Left Cant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
RJghtcant 0.000 ft
0.00 k-ft
0.00 k
0.00000 ln
Moments...
Maj( + @ Center
Max - @ Center
@ Lefi Cant
@ Right Cant
Maxlmum r:
0.68 k-ft
-0.38 k-fl
0.00 k-fr
{.38 k-fr
0.68 k-ft
at
at
SheaI€,..
2.66 ft @ Left
6.00 ft @ Right
Maximum
Deflecdons...
@ Center
@ Len Cant.
@ Right cant
0.51 k
0.6:! k
0.63 k
{.013 in at
0.000 in at
0.009 ln at
Reacdons.,.
@ Len
@ Right
2.86 fr
0.00 t
8.00 ff
0.51 k
1.01 k
Sketch & Dlagram
o.*t'tLlII I IIIiII IIl,lI Ii'Ii Ii I Iilr'."-
o.ffilljffio.ro,n
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urllt @ d8nl . .0.4| t
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Oon @ dgtn €ra ! {.@gin
l&nar.0.nnd2.68n
Duar ! {.013b et Z@i lbtn l6i
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Prlndng & Tltle Block tab, and ent
ttle block lnformaffon.
Descrlptlon
Date: 10:(XAM. 22 JAN 02
a.Kia63!06,v6'5.r.3.z.Jtulrese.r&rn&t Single Span Beam AnalySiS
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General Informatlon
0.'126 kn 0.126 kn
Unlform Loads
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Values
Center Locadon
Moment
Sheat
Detlecdon
0.000 fr
0.00 k-ft
0.98 k
0.00000 in
Left Cant 0.000 ft
'0.00 k-fi
0.00 k
0.00000 in
Rlghtcant 0.000 fi
0.00 k-ft
0.00 k
0.0{1000 in
moments,.. Shears.., Reacdons.,.
Max + @ Centor 3.80 k-n al 7.77 ft @ Left 0.98 k @ t€fi O.9B k
Max-@ center -1.57 k-n at 17.00fl @ Right 1.16 k @ Right 1.79k
@ Lefr Cant O.OO k-n Maximum 1'16 k
@ Right Cant -1.57 k-fi Deflecdon3...
Ma*mum. 3.80k-ft 8:ff::", -Siilll I lill
@ Right Cant 0.425 in at ?2.O0 fl,
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Sketch & Dlagram
o.ffio.rzar
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BEAUDETTE
CONST'LTING
ENGINEERS, INC.
PROJECT
&ataq*tq Fpu,tr
SHEET NO.
Kf/
/^Ruf Fpaw(b
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H'nJ::J5;$""":"".'j55
Prlnting & Title Block tab, and eif
8*lfr'fl"#"O Dato: 10:414M, 2. JNtOz
ttle block Informatlon.
Description
I General lnformation
Center Span 17.00 ft Moment of tnertia 625.000 in4
Left Cantilover ft Elasuc Modulus 2,OOO ksl
Right Cantilever 5.00 ft Beam End Fhity pin-pin
R6t: g103ol
Us6r KW-qlqIDO. V6r!.t.3, 22-JErr 8€9, lilh3C
(c} t8E3.ls ENERC LC Single Span Beam Analysis
tdfl
kn
ft
t Magnitude @ L€ff
Magnitude @ Right
Disl To Leff Side
Dist. To Right Side
0.126 klft
0.126 tdfr
fr
9.500 ff
0.500 k/ft
0.500 k/n
9.500 fi
17.000 fr
0.253 k/ft
0.253 Ufi
17.000 fi
22.000 ft
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Center Locatlon
Moment
Shear
Def,eciion
0.000 ft
0.00 k-ft
5.27 k
0.00000 in
Left Cant 0.000 ft
0.00 k-fi
0.00 k
0.00000 in
Rlghtcant 0.000 fr
0.00 k-ft
0.00 k
0.00000 in
Momants... Sheas... Reacdons...
Max + @ Canler 21.29 k-ft at 9.49 fl @ Lefl S.ZZ k @ Left S.Z7 k
Max - @ center -3.16 k-ft at 17.00 ft @ Right 5.14 k @ Right 6.40 k
@ Len cant o.oo k-n Maximum 5.27 k
@ Right Cant -3..|6 k-fl oetlectlons...
Madmum tr 21.29 k-ft 9 ::""t {'880 in at 8'30 fr
@ Lefr CanL 0.000 in at 0.00 fi
@ Right Cant 0.7rO in at 22.@ fr.
Rr/rq
HtijJIi,ltS$T":;:il',n
Printing & Title Block bb, and en-t-
your title block Informa0on.
Dsgnn Richard
D6crlptlon :
Scope :
Da!o: 10:414M, 22 JAN 02
tuu 510301 vs'3.13.2rrr!l-1€oo.wh&r single span Beam Analysis -*^^***_-I-1%^:
Descriptlon
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0d @ dgrn 6ra s €.74h
Kr/a
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Printing & Tltle Block tab, and edt-
your fftle block lnforma0on.
Dsgnn Richard
Descrlp0on :
Scope :
2,000 ksi
Pin-Pin
Date: 10:42AM, 22 JAN 02
l General lnformation
Cent8r Span 17.00 ft Moment of Inertia 625.000 in4
Left Cantilever
Right Cantilsver
Magnitude
Localion
fl
3.00 ff
Elasdc Modulus
B€am End Fixity
mmffI"'3,,aJu'rressrr&,3, Single Span Beam Analysis ^,_,--_*_^_.-l^1s.9__]
k/fl
k/fl
fr
fr
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Magnitudo @ Lefl
Magnitude @ Right
Disl To Lefi Side
DisL To Right Side
0.126 klft
0.126 ktft
ft
9.500 fi
0.s00 k/ft
0.500 run
9.500 ft
17.000 ft
0.253 ktft
0.253 ktft
17.000 ff
20.000 fi
0.000 t
0.00 k-fl
5.39 k
0.00000 in
Leff Cant 0.000 ft
0.00 k-fi
0.00 k
0.00000 in
Rlghtcant 0.000 ft
0.00 k-fl
0.00 k
0.00000 in
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Query Values '
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Canter Locatlon
Moment
Shear
Deflection
Moments... Shea6... Reacgon....
Max + @ Canler U.42 k-ft. at 9.50 ft @ Left S.39 k @ Leff S.39 k
Max - @ center -1.14 k-ft ar 1z.oo n @ Right 5.02 k @ Right 5.78 k
@ Left Cant o.oo k-ft Maxlmum 5.39 k
@ Rlght Cant -1.14 k-ft Deflectlons...
Ma{mum c 22.42 k-fl. g:tt"t {'930 In at 8'38 fl
@ Left Cant. 0.000 in at 0.00 ft
@ Right Cant 0.504 in at 20.00 ff
FF/tr
tfiese ffve llnes, use tfie Seffn^.
main menu selection, chome ttf
PrlnUng & Tltle Block tab, and en-
tltle block Informaton.
Descrlptlon
Dato3 10:42AM, 22 JAN 02
l;TiffiIt"'3'22'ru're€o'Y'h&r Single Span Beam Analysis
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BEAUDETTE
CONSI'LTING
ENGINEERS, INC.
PRO.'ECT
Grp44aru olg:e t ht faz
SHEET NO.
%Faf fr,awul
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Hfj#:JSi;fi"":"";il'n
Prlnting & TlUe Block tab, and en'F
Dsgnn Richard
Descrlptlon :
Dde: 12:29PM, 22 JAN 02
dUe block Informa0on.
Decrlption
Csnler Span
Left Can levor
Right Cantilevel
Moment ot Insrtia
Elastic Modulus
Beam End Fhlty
RoY: !l@l
d;+. xi*nilr$s, v6'5.r.12-Ju'lts0o. wtn:n Single Span Beam AnalySiS
klt
k/ft
ft
n
kn
k/n
n
n
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T Loads
Magnituds @ Left
Magnitude @ Right
Dist. To Left Side
Dist. To Rlght Side
0.427 Wf,
0.427 HA
ft
't 0.500 ft
0.427 Rm
km
10.500 fl
15.000 ft
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Csnter Locaffon
Moment
Sheaf
Deflec{ion
0.000 ft
0.00 k-ft
3.11 k
0.00000 in
Left Cant 0.000 fi
0.00 k-fl
0.00 k
0.00000 in
Rlgmcant 0.000 fr
0.00 k-ft
0.00 k
0.00000 ln
Momenb... shears... Reacflons,..Ma(+@Center 11.30k-fl at 7.27 fr, @ Lef, 3.11 k @Left 3.i.1 k
Max - @ Center o.oo k-ft at 0.00 fi @ Right 2.u k @ Right 2.u k
@ Len cant o.oo k-fr Maximum 3.1.| k
@Rightcant 0.00k-fi Deflecdons...
maxrmum s il.3okn 8ffi::.. -liiSil :l lffil
@ Right Cant 0.000 tn at 0.00ft
Sketch &I
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BEAUDETTE
CONSULTING
ENGI\IEERS. INC.
PRO.IECT
&aaBeeena olr:e y'zz/az
BY
SHEET NO.
F/
F5 R q fupnno
Hf,i*i.l'lT;"l"""":?:iln
Prlnffng & Tltle Block tab, and enF
Dsgnn Richard
Descrlpdon :
Scop€ :
Date: t2:38PM, 22 JAN 02
your Utle block Informatlon.
lGeneral Informatlon -----------l
C€nter Span 9.00 ft Moment ot Inertia 301.500 in4
LEfl CantilEver ft Elastic Modulus 1,gOO ksl
Right Cantilever ft Beam End Fhtty pin-pin
Magnitude
Location
o
Magnilude @ Left
Magnitude @ Right
Dist. To Lefl Side
Disl. To Right Slde
Momonts... shears... Reas{ons..,
Max + @ Center 10.46 k-ft at 4.51 fr @ Lsft 3.i8 k @ Left 3.jg k
Max - @ Center O.O0 k-ft at 0.00 fl @ Right 3.18 k @ Right 3.18 k
@ Lefi Cant O.oo k-ft Maxlmum 3.18 k
@ Right Cant 0.00 k-ft Detlecfons.,.
Marfmum - 10.46 k-fi @ center 4'244 in at 4'49 ft
@ Left Cant. 0.000 ln at 0.q) ft
@ Rlght Cent 0.000 in at 0.00ft
R6Y: 6tq!t
miffii[Tn'3,2N!!rrrse,r/rh3i! Single Span Beam Analysis _'.---*__.,_.-j1s.:^,-1
0.237 km
0.451 k/n
4.500 ft
9.000 ft
kift
tdff
ft *
kn
Ufl
fr
ft
0.000 ff
0.00 k-ft
3.18 k
0.00000 in
Left Cant 0.000 fr
0.00 k-ft
0.00 k
0.00000 ln
Rlghtcant 0.000 ft
0.00 k-fl
0.00 k
0.00000 in
l Query Values '
Center Locauon
Moment
Shear
Defleclion
pr/aa
thoss flve llnes, use tho SETnNqa.
main menu seiection, ctroose ti!
Prlnffng & Title Block tab, and en-
your fftle block Informa0on.
Dsgnr: Richard
Deacrlpdon :
Scop€ :
tlato: 12:38PM, 22 JAN 02
ms1ffirtl"tr,22i,,'''ss.w,a Single Span Beam AnalySiS
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BEAUDETTE
CONSI'LTING
ENGIIIEERS, INC.
PROJECT
6ata,<eavr o*" r/X7 /oz
SHEET NO.
Z Rar fr.aw$6
these ffve llnes, use the SETTINI
main menu selection, choose t!
Prlntlng & Tltle Block tab, and enf
your tltle block Informaton.
Dsgnr: Rlchad
Descrlpflon :
Scope :
Dato: 12:50PM, 22 JAN 02
1ffiffi.11"'3.2'.."'.,eee.wh3il Single Span Beam Analysis -.^-_--_-.._-j^1e:J
I General lnformation
CEnter Span 17.00 ft Moment of Inertia 625.000 ln4
LEfi Cantilever fi Elastic Modulus 2,000 ksl
Rlght Canulever ft Beam End Fixity pln-pin
Magnhude
Location
klff
kfft
ft
fr
km
Ufr
fi
n
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Magnitude @ Lefr
Magnilude @ Right
Dlst To Lefi Side
DisL To Right Side
0.126 Ufr
0.126 klfr
fr
9.500 t
0.40,4 k/ft
0.404 k/n
9.500 ft
17.000 fr
0.000 ft
0.00 k-n
4.20 k
0.00000 in
Left Cant 0.000 ft
0.00 k-n
0.00 k
0.00000 in
Rlght Cant 0.000 ff
0.00 k-ff
0.00 k
0.00000 in
l Query Values '
Center Locatlon
Momenl
Shear
Denection
Moments,.. Shears... Recuons...
Max + @ Center 19.93 k-fr aa Z.9O ft @ Len 4.ZO k @ Left 4.ZO k
Max - @ c€nter {.oo k-fi at 17.00 fr @ Right 4.15 k @ Right 4.i5 k
@ Left C€nt o.oo k-fr Maximum 4-2O k
@ Right Cant O.OO k-fl Detlactlons...
Maxrmum . re.e3 k-ft 9:"* '0'841 ln at 8'35fi
\i, *,t Cant. 0.000 in at 0.00 fi
@ Right Cant 0.000 in at 0.00 ft
Rr/rq
ti"Ii".i li,,t*, r"" n"-Jeinrn
main menu serecton, cnoose ti!
Printlng & TlUe Btock tab, and ent
Bl3lX,ST?' j Dato: 1250PM, 22 JAN (}2
tltle block Informatlon.
,r KWCm.lot, Vor !. | 3, zz.!rl-to@. WhEt
rs&!99 ENERCAT-C Single Span Beam Analysis
Irr Lsa rr_Tr-TrrTI-rrFrFTTTT-rrrrr o.rpir{4 , | | | | t t | | + I + | L I { | L 0..'2qdr
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BEAUDETTE
CONSULTING
ENGINEERS, INC.
PROJECT
6attsrceatu onrn //22/oZ
SHEET NO.
7 Roof fuant*l'
/?+
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these flvE tlnes, use the SETTINa
main menu setEction, choose tf
Prindng & Tltle Block tab, and ent
Dale: 1:40PM, 22 Jlll 02
tUe block lnformaton.
Descrlptlon
lGeneral lnformatlon
Center Span 12.00 fi Momont of Ine ia 301.500 in4
Left CanUlever
Right Cantilever
fr Elastic Modulug
ft BEam End FxiV
1,800 ksi
Pin-Pin
| | rapezotoa! Loads t
MagnKude @ Lefi o.BnS klfl U
Magnitude @ Right Uft kn Mt kn
Dist. To LEft Side t ft ft fi
Dist. To Rlght Slde 12.000 fr ft ft ft
U!€r: Krrr.G&|tlo€, V€r 3.13. :ZrtrdFl€€o. Uft&t
{d t08i}00 ENERC rc Single Span Beam Analysis
T
T
t
t
T
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T
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I
Canter Locafon
Moment
Shear
Deflectlon
3.rt!(
vnd@ 16[ ! 3.4t
0.000 ft
0.00 k-fr
3.42 k
0.00000 in
Left Cant 0.(X)0 fl
0.00 k-fi
0.00 k
0.00000 ln
Rjghtcant 0.000 ft
0.00 k-ft
0.00 k
0.0(M)0 ln
Momants... Shears.., R€acdons..,
Max + @ Center 7.90 k-ft at 5.07 ft @ Left 9.42 k @ Lefl 3-42 k
Max - @ CEnter O.O0 k-fr ar 0.00 fi @ Right '1.71 k @ Right 1.71 k
@ Lefl Cant o.oo k-R Maximum 3'42.k
@ Rlghl Canl 0.00 k-ft Danedlons...
Ma{mum !r 7.gO k-ft @ centor {'368 in at 5'77 fl
@ Leff Canr. 0.000 in at 0.00 ft
@ Right Cant 0.000 In ar 0.00 ft
r
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Olrtd s {388h st 5.7'! trm m
't.71
Vltl.r@d'1.t1
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Prlntng & Tltle Block tab, and ent
Dsgnr: Rlchard
Doscrlpdon :
Date: 1:45PM, 22 JAN 02
tlUe block Informaflon.
Descrlption
lGeneral Information
Center Span 17.00 ft Moment of Inertia S34.O0O ln4
Lefr Cantileyer ft Etastic Modulus 1.7(x) ksi
Right Cantlever ft Beam End Fixity pin-pin
Magnitude
Location
HTisffi%r'3ztrJlurtso.wn32 Single Span Beam Analysis
Loads
Magnitude @ Left
Magniiudg @ Right
Dlst. To Leff Side
DisL To Right Side
0.126 kn
0.126 Ufi
ft
5.0c€ ft
0.020 krft
0.020 k/n
5.000 fi
17.000 n
krft
fr
fr
k/ft
Uft
ff
ft
0.000 ff
0.00 k-t
1.83 k
0.00000 in
Left Gant 0.000 ff
0.(D k-f,
0.00 k
0.00000 in
Rlghtcant 0.000 fr
0.00 k-fi
0.00 k
0.00000 in
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I Query Values I
Cgnter Locatlon
Momenl
Shear
Defledion
Momenb... Shea6... Reacdons...
Max+ @ Center 7.57 k-fr, at s.Olft @ Lefl 1.03 k @ Left 1.83 k
Max - @ center o.0o k-ft at o.oo ft @ Right 0.75 k @ Right 0.75 k
@ Left Cant o.oo k-ft Maximum 1.83 k
@ Right Cant 0.00 k-ft Deflectlon5...
Maxrmum a 7.Sf k-fi @ center '0'348 in at 7'70fr'
@ Left Cant. 0.000 in at 0.00ft
@ Right Cant 0.000 in at 0.00 ft
FFka
*ff"",lH,1'1ff;"11i"lilililt
Prlnffng & TlUe Block tab, and ent
0tle block Informatlon.
Descriptlon
Data: 1:45PM, 22 JAN 02
lliiffi'''''zrbn'*B'n1"&t Single Span Beam Analysis
I
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Sketch & Dlagram
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offifff[fffJlo.,,uua
o.ffio.o"tt
Itrur ! ?.&-i et 5.OlA
Onrd . {3aah 'l 7.70! i?om bn
t.tt
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0.&.
Vrn€l@de0.8l
ftF/44
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7+
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BEAUDETTE
CONSULTING
ENGINEERS, IilIC.
PROJECT
lataaee'rrq oerc r fzz/ot
SHEET NO.
Z Rar ftawM4,
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Prlntng & TlUe Block tab, and ent
urd: l(w{@!'g8. v6rt 1.3, z.JuFr080. ffil|:t
(c) t0!999 ENERCALC Multi-Span Timber Beam
Tlmber Member Informatlon
General lnformatlon
#n #n
#tft
*fft
ft
ft
lbs
fr
lbs
ft
in-k
in-k
k
psi
psi
in-k
Ibs
in
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!
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Douglas Fir, 24F - Va
Spans Considered Continuous Over Support
Fb : Basic Allow 2,400.0 psi Elastic Modulus 1,800.0 ksi
Load Duralion Factor 1.000
to 1997 NDS and 1997 UBC
Description
Soan
Tlmber Sectlon
Beam Wdth
Beam Depth
End Fixity
Le: Unbracod Length
Membar Typ€
s1
14.50
6.751240
6.750
24.000
Pln - Pin
1.00
GluLam
s2
23.17
6.75124.0
6.750
24.AOO
Pin - Pln
1.00
GluLam
. Loads
Live Load Used This Soan ?
Dead Load
Live Load
Dead Load
Live Load
Start
End
Point #l Dead Load
Live Load
@x
Point #2 Dead Load . Ltue Load
@x
Max @ Left End
Mar @ Right End
lb : Actual
Fb : Aflowable
Shear @ Lefr
Shear @ Right
fv : Adual
Fv : Allowable
Reactions & Deflection
LL @ Left
Yes Yes
156.00 156.00 884.00 884.q)
86.00 86.00 488.00 488.00
19.500 3.000 23.170
790.00 1,420.AO 4,480.00 8,050.00 3.000 7.000
630.00 1,065.00 3,570.00 6,035.00 13.000 19.500
3.00
0.0
-1,104.6
1,704.7
2,257.5
Bondlng OK
7.35
't8.92
116.8
190.0
Shear OK
13.90
-1,1(M.6
0.0
1,7U.7
2,114.3
Bsndlng OK
23.92
18.85
203.6
190.0
Overstsgss
Total @ Left
DL @ Risht
LL @ Risht
Total @ Rlght
Ma& Deflectlon
@x=
k
k
k
k
k
in
7.35
6.43
36.42
42,U
6.25
6.43
%.42
42.U
2.83
't6.02
18.85
-0./156
12.67
0.052
10.44
0.0 -1,104.6 7.3 23.9 0.0000 0.0000
Results
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BEAUDETTD
CONSUI.JTING
ENGINEERS, INC.
PROJECT
6al eeea*1
SHEET NO.
Z FwF Frcana,ttb
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BEAUDETTE
CONSULTING
ENGINEERS, INC.
PROJECT
6a/brralh
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SHEET NO.
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BEAUDETTE
CONSULTING
ENGINEERS, INC.
PROJECT
Oa /hve,'t//,
Koc{ fuin,ina
on're 6/an/tt
vv Fan
these ffve llnes, use the SETflNG$
#*ff11;",":Tli'il*:ffip
your fftle block Informatlon.
Rd: g1@1
ud: l$ir.Cm$E V6rt.tJ, 22"!frtg$, Ulm2
t0€39t ENERCAIC
Descriptlon
General lnformatlon
Center Span
16ft Canlilever
Right Cantilever
ot26 kn
Dsgnn Richard
Descrlpflon :
Scope :
Single Span Beam Analysis
Dale: g:@Al\il, 30 MAY 02
0.126 k/fr
Unlform Loads
t
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Values
GentEr Locatlon
Moment
Shear
Defl6dion
0.000 n
0.00 k-ft
-o.1 r k
0.00000 in
Left Cant 0.q)0 ft
0.00 k-n
0.00 k
0.00000 in
Rlghtcant 0.000 ft
0.00 k_ft
0.00 k
0.00000 in
Moments... Shgars... Reacdons...
Ma,(+ @ Center 0.00 k-fi at 0.00ft @Leff O.'tl k @ Left -0.11k
Max - @ center -0.57 k-ft at 2.25 ft @ Right 0.39 k @ Right 0.77 k
@ Len cant o.oo k-ff Maximum o'39 k
@ Right Cant {.57 k-fr Detlectlons...
Marrmum = 0.57 k-ft 3 ffi::.* i:Hl ll :l 1.il I
@ Rlghtcant -0.108 in at 5.25fr
'.ffi li,lli[f Jlf J-; o.,zo,,r
0.,$fr ljllllllffi lffi 0.,2"-
-0.11
Vrnax@|6A!0.11
!lna@,!!rs.o.6t'!
o.8r
Vna@n!o.rtl
frd @ dgn 6i! s 0.1081,1
ttn€t o 0.CD7h d l.$n nom bA
R/*c
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these flve llnes, use the SETflNGA
#*ffeffi:THr*:T^:p
Ibgn.: Richatd
D€cdpdon:
Scopo :
Date: 3:21PM, 22 JAN 02
dtle block lnformatlon.
Decriptlon
[iiffir'.3.2r.r!rr@,$rh3z Single Span Beam Analysis
General lnformatlon
I
I
Center Span
Lefi CantllEver
Right CanUlev6r
6.00 fi
ff
fi
Moment of lnertia
Elastic Modulus
Beam End Fhity
356.000 in4
1.700 ksl
Pin-Pin
T Loads
ktft
krff
fi
fr
km
Ufi
ft
fr
Uft
UN
ft
ft I
Magnitude @ Lsft
Magnitude @ Right
Dbt. To LEfi Side
Dist. To Right Side
0.522km
0.120 uft
ft
6.0@ ft
t
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t
T
Values
Centor Locatlon
Moment
Shear
Oetleciion
0.000 n
0.00 k-ft
1.16 k
0.00(xrc in
Loft Cant 0.000 ft
0.00 k-fr
0.00 k
0.00000 in
Rlghtcant 0.000 ff
0.00 k-ft
0.00 k
0.00000 ln
Moments... Shsar€... Reacuons...
Mai(+@ Center 1.!16 k-ft at 2.69ft @ Left 1.16 k @ Lefr 1.16 k
Max - @ Center o.o0 k-ft at o.o0 ft @ Right 0'76 k @ Right 0'76 k
@ Lsft Cant O,OO k-ft Maxlmum 1'16 k
@ Right Cant O.0O k-ft Oeflscdotr3...
MaJdmum. 1.40k-n fiffi::,* -liliil :l 3:i3[
@ Right Cant 0.000 In al 0.00fi
Sketch & Dlagram I
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lz
Vr€r@ kd. t,(
0.&
Vna @ d.o.St
Rr/4s
Dsgnr: Richard
Descrlpdon :
Scope :
these ffvs llnes, use thE SETnNcl
maln menu selscfion, choose thl
Prlntng & Titte Block tab, and enF
Date: 3:45PM. 22 JAN (I2
tltle block Informaffon.
Descrlptlon
R6x llqE!0iiikii$o:or.vos.r:.zr!'r.rso.u/r'!! Single Span Beam AnalySiS _,.*,.*-.,^*I-19,:"^:
General Information
Centor Span
Loft Cantilover
Right Cantilever
12.00 fl
n
3.00 fr
Momsnt of lnedia
Elastlc Modulus
Beam End Fhity
534.000 in4
1,700 ksi
Pin-Pin
Polnt Loads
Magnitude
Location
1.160 k
4.500 fi
Loads
Magnilude @ Lefl
Magnitude @ Right
DisL To Lefr Side
DlsL To Right Side
0.126 kn
0.126 kn
fl
4.500 fi
0.522 Wfl.
0.522 wtl
4.500 ff
12.000 i
0.126 tdf,
0. t 26 ktfr
12.000 ft
15.000 ft
Ufi
km
ft
ft
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T
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Center Locatlon
Moment
Shear
D€fleciion
0.000 ft
0.00 k-ft
2.36 k
0.00000 in
Lefi Cant 0.000 fr
0.00 k-ff
0.00 k
0.00000 in
Rlghtcant 0.000 n
0.00 k-fr
0.00 k
0.00000 in
Moments... Sheas... Reac8ons...
Max + @ Center 9.74 k-fi at 5.71 ff @ L€ft 2.36 k @ L€ft 2.36 k
Max - @ Center -0.57 k-ft at 12.00 fr @ Right 3'28 k @ Right 3.66 k
@ Len cant o.ff) k-fl Maximum 3'28 k
@ Rrght cant -0.57 k-f, Deflecuons...
@ C€nter -0.269 in al 6.02fr
Marlmum = 9.74 k-ft
@ Leff cant. o.ooo in at o.o0 ff
@ Right Cant 0.207 ln at 15.00 ft
RF/41
these ffve llnes, use the SETnNGS-
ffi ll,ff 111,":T['il*ffi :"p
Dsgnn Richard
Doscdptlon :
Scope :
Dato: 3:4{iPM. 22 JAN (2
title block lnformatlon.
Descrlption
fffiIitfi*ffiv,Zs.1.1zr.l.n.r0qe.wnri Single Span Beam Analysis
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2-11
vllid@Gnczlt
Sketch &
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Mrlrr@rtgr!!{.&-a
3.74
V|r13t @ d . 3.3r
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Rtr/fu
@ spen ,,Q T
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BEAUDETTE
CONSULTING
ENGII\TEERS, INC.
PROJECT
6atseeatu D/trr} t/Z?/0"
zv Fan
SHEET NO.
7 RaaF kau,w&
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I
thes€ flve llnes, use thE SETTINGS Dsgnn Richard j;L Decrrpuon: O
Scope :Prlndng & Tltle Block tab, and enF
Oate: 3:54PM, 22 JAN 02
ttle block lnformaton.
Descrlptlon
R6v: lllx|or iL,iififioo:oc.v"':.r.:,22r!"'.reeo.vffia Single Span Beam AnalySiS
General lnformatlon
I Center Span
Lefr Cantilever
Right Cantilever
11.50 Q
ft
ft
Moment of Inertia
Elastlc Modulus
Beam End Fixity
356.000 in4
1,700 ksi
Pin-Pin
Uft
k/ft
fr
4
Uft
kn
fr
ft
kn
k/n
ft
e
I
I
Loads
Magnitude @ Left
Magnitude @ Right
Dist. To LEff Side
Dlst. To Right side
tdfr
0.760 ufi
ft
11.500 fr
Values t
T
t
I
I
Center Locatlon
Moment
Shear
Oefledion
0.000 fi
0.00 k-ft
1.46 k
0.00000 In
Left Cant 0.000 ft
0.00 k-f,
0.00 k
0.00000 in
Rlghtcant 0.000 ff
0.00 k-ft
0.00 k
0.00000 ln
Momen6... SheaF... Roactlon8...
Mai( + @ C€nter 6.45 k-ft at 6.64 ft @ Left 1.46 k @ Leff 1.46 k
Max-@ Center -0.00 k-ft al 11.50ff @ Right 2'91 k @ Right 2'91 k
. @ Lefi Cant O.OO k-fi Maximum 2'9'l k
@ Rlght Cant O.OO k-ff Oeflectlons"'
@ Canter {.248 In at 5.97 R
Maxlmum E 6.rf5 k'fi @ Len CanL 0.000 ln at o.oo ft
@ Rlght Cant 0.000 in at 0.00 ft
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Sketch &ram
Mt1rd ' 8.4k n d 8.84n
Ori€r s .0:18h al 5.E7n fdn E
1.51
Vn€r@ hn! l.5t
2.9r
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il
./1,,4
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BEAUDETTE
CONSIJLTING
ENGII\IEERS, II{C.
PROJECT
6ntar?elltt olre t ftz/o
SHEET NO.
tr/
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Descrlpton
I
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t
Date: 4:23PM, 22 JAN 02
Multi-Span Timber Beam
Timber Member lnformatlon
Loads
Results
General lnformation
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Douglas Fir, 24F - V8
Spans Considered Continuous Over Support
Descriotion
Span
Tlmber SecHon
BeamWdth
Beam D€pth
End Frxitv
Le: Unbraced Length
MemberType
Fb: BasicAnow 2,400.0 psi Elastic Modulus 1,800.0 ksi
Load Duralion Fador 1.000
to 1997 NOS and 1997 UBC
ft
ln
ln
slI 12.00 12.00
3.125110,6 3.l25rl0J 3.125 3.125 10.500 10.500
Pin - Pin Pin - Pin 1.00 1.00 Glulam Glulam
Dead Load @ Left
i,i3tb33'@@.Y0"
Live Load @ Right
End
Liv6 Load Used This Span ?
Dead Load #m
Live Load #m Start fi End f,
Ma( @ Lefl End
Max @ Right End
fb : Aclual
Fb : Allowable
Shear @ Lefr
Shear @ Right
fo : Actual
Fv : Allowablo
LL @ Lefr
Total @ Left
DL @ Right tI @ Risht
Total @ Rlght
Max. Deflectlon
@x=
2.279.7
2,392.6
Bendlng OK
2.96
4.06
#fi
*tff,
#/fi
ff
fi
n
in-k
in-k
psi
psi
k
k
Yes
100.00
565.00
100.00
36.00
565.00
204.00
7.500
12.q)0
4.48
0.0
-130.9
Yes
100.00
555.00
4.500
12.000
36.00
100.00
204.00
565.00
4.500
7.52
-r30.9
0.0
2,279.7
2,392.6
Eondlng OK
4.06
2.96
175.5
190.0
Shaar OK
174.4
1$.0
Sherr OK
k
k
k
k
k
in
0.45
2.52
2.98
1.22
6.90
9,12
.{t.230
5.04
0.0
3.0
0.0000
in-k
bs
in
Reactlons & Deflection
Ro/"+
@l lpan ,P
Lq4 s
illa,
F,. . /.
4,ql
0,4u
te
A',-a,4'{'4tt
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(. 4'81
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BEAUDETTE
CONSULTING
ENGINETRS, INC.
PROJECT
Olz geea-ru oere r//3/02
nv Fan_
these ffve llnes, use the SETTI-
maln mgnu selecffon, chooso !
Prlntlng I Tltle Block tab, and ent
3xl[,5i",lib Dats: 9:31AM, 23JAN 02
I General lnformatlon
C€nter Span 12.00 fr Moment of lnerda 625.000 in4
Left Cantilevor f, Elastic Modulus 2,OOO ksi
Right Canlilevsr ff Beam End Fixity pin-pin
Magnitude
Location
Magnitudo @ Left
Magnitude @ Right
Dist. To Lefr Side
Dist. To Right Side
1.140 k/fl
1.140 |(ln
7.000 ft
12.000 fr
k/n
kn
klft
klfr
ft
ft
tltle block Informafl on.
Single Span Beam Analysis
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0.000 fi
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4.81 k
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Left Cant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
Rlghtcant 0.000 fl
0.00 k-fi
0.00 k
0.00(P0 in
Momanb... SheaE... Rsacdons,..
Mar + @ Cenler 24.80 k-ft at 7.OO fl @ Left 4.Ol k @ L€fi 4.81 k
Max - @ C€nter -O.OO k-n at i2.OO fr @ Right 7.81 k @ Right 7.91 k
@ Lsfr Cant o.oo k-ft Maxlmum 7.81 k
@ Right Cant 0.00 k-ft Deflecflons...
Maxlmum - 24.80 k-fl @ center '0'462 in at 6'25 fr
@ Leff Cant. 0.000 in at 0.00 ft
@ Right Cant 0.0CX) in at 0.00 ft
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Dsgnr: RichaJd
Decrlptlon :
Scope :
Date: 9:31AM, 23JAN 02
RaY: 51q!01
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Prlntng & Tltle Block tab, and ent
tltle block Informaff on.
I General tnformation
CEntEr Span 8.50 ft Moment ot Inerda 491.OOO in4
Left Canulevgr
Right Canlilgvet
Magnitude
Locauon
Gentor Locatlon
Moment
Shear
Deflecdon
ft Elastic Modulus
ft Beam End Fixity
0.000 fr
0.00 k-ft
2.17 k
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1,100 ksi
Pin-Pin
Left Cant 0.000 n
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0.00 k
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Moments... Shears... Reacdons...
Ma( + @ Center 5.97 k-fi at 5.74 fr. @ Left Z.1t k @ Lefi 2.17 k
Max - @ Center o.oo k-fi at o.oo ft @ Right 2.17 k @ Rtght 2.17 k
@ Lefi Cant o.oo k-ft Maximum 2.17 k
@ Right Cant 0.00 k-ft Doflectons,..
Maxfmum - @ cenler {'148 in at 4'26 ft 5'97 k-n
@ Leff cant. o.q)o ln at o.oo n
@ Rlghl Cant 0.000 in at 0.@ ft
,: lt@l Tffi[33r'x22'tu"rss0'wda Single Span Beam Analysis
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Job Number :
January 21. 2002
3:35 Pt[l
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Material Label Young's Modulus ShEar Modulus Thermal Coef.
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X Coordinate Y Coordinate Z Goordinate Joint Temperature
FI'(F F
N1 0 0 0
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3 14.1667 0 0 ,N4 21.250'0 0 ':.:
N5 28.33i 0
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N7 14.166 8.26i 0
N8 21.250'4.1319 0
X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rohtion
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End Releases l-End J-End
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RISA-3DVersion4.1 [C:\RISA\GALBREATHTRC.T3dI
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Page 1
F!..q,iry. i Rxx""1s'lf"??tlrns Ensrneers
Job Number :
January 21,2002
3:35 PM
Checked By:
Member Labgl lJoint J Joint
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K Joint Rotate
End Releases l-End J-End
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N3 N7 EC2 BenP BenPlN
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Plate Label A Joint B Joint C Joint D Joint Material S€t Thickness Sbess Location Inactive?
Pattem Label Start Magnitude Staft Localion End Location
RISA-3DVersion4.1 [C:\RISA\GALBREATHTRC.T3d]Page2
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Job Number :
January 2'1.2002
3:35 P[/l
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BLC No.Basic Load Case
Description
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RISA-3DVersion4.1 ICIRISA\GALBREATHTRC.T3d]Page 3
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Job Number :
January 21,2002
3:35 PM
Checked By:
: DL+LI
X Direction Z Direclion
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Number Drift 7o of Ht. Joint Label o/o ol HL Joint Label
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Member Label
Page 4 RISA-3DVersion4.1 [C:\RISA\GALBREATHTRC.T3dI
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Job Number :
January 21,2002
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Checked By:
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MembEr Lab€l Shearz-z Moment y-y Moment z-z
Member Label Bending y-top Bending y-bot Bending z-top B€nding z-bot
Page 5 RISA-3DVersion4.1 [C:\RISA\GALBREATHTRC.T3dI
Fr/n
Fffi,iqi : Ri&:1.i1,%#U"e Ensrnee-
Job Number :
January 21,2002
3:35 PM
Checked By:
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MemberLabel Seclion Ben{119..y-ton Eending. y+ot Bending z-top Bending z-bot
0.:-0.005 0 0.03 -0.03 0
0.1 7 0.005 )0.03 4.03 0
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M'0.197 0.)05 0.03 -0.03
2 0.196 0.002 0.076 -0.076
3 0.195 -0.001 0 0.081 -0.086 0
0.'l -0.3 0 0.06'-0.061 0 0
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2 0.00:0 0 0 0 0
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4 0.00i 0 0 U 0 0 L5 0.00:0 0 0 0
M10 1 0.0'l 1 0 1 0 0 0
2 0.01 1 0.011 -0.011 0
3 0.01 1 0.015 {.015 0 4 0.01 1 0.011 -0.011 0.
5 f.01 -0 1 0 0 0 l 0
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2 -o.02 0 tl 0 0 0 2 -o.ot 0 0 0 0 4 4.022 0 0 0 0
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0.01 -0.1 0 0 0 0 M13 0.004 0 0
2 0.003 0 n 0
3 0.003 0 0 U 0 4 0.003 0 0 0 0 0 0
5 0.003 0 0L U 0 0 0
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Page 6 RISA-3DVersion4.1 [C:\RISA\GALBREATHTRC.T3dI
RF/+/
January 21,2002
3:35 PM
Ghecked By:
(n) lJy Ratio (n) Uz Ratio
RISA-3DVersion4.1 [C:\R|SA\GALBREATHTRCT3d]Page 7
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Descrlpton :
Dats: 9:324M, 30 MAY 02
ttle block Informadon.
Descrlption
General Information
Center Span
Left Cantilever
Right Cantilever
Moment of lnertia
Elastic Modulus
Beam End Fhig
On Left
#1
Rlght
#1
18.510 k
2.500 ft
m##HTovflttxz?rrultsqs.whsr Single Span Beam Analysis ^"-*-*_-*__j-19,"-,_]
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CEnter Locauon
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11.15 k
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Left Cant 0.000 ff
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0.00 k
0.00000 in
Rlghtcant 0.000 ff
0.00 k-n
0.00 k
0.00000 in
Momonts... shEa6... Reac0ons...
Ma( + @Center 25.47 k-ft at 2.49 ft @ Left 11.15 k @ Lef, 11.15k
Max - @ Center 0.oo k-ft at 5.oo ff @ Right 11.15 k @ Right 11.15 k
@ Leff Cant o.oo k-ft Marimum 11.15 k
@ Rightcant 0.00 k-ft DeflecHons...
Ma{mum B 2s.47 k-ft 9 :1""' -0'064 in at 2'49 fi
@ Len Cant. 0.000 in at 0.00 ft
@ Right Cant 0.000 in at 0.00 n
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D6crlptlon :
Scopo I
Date: 9:32AM, 30 MAY 02
Rci:510301 iiiiiiiiiioso.ve'r.r:.2r.,,n-tee.wh3i Single Span Beam AnalySiS -,-,..,.,.*"*i.Lg,:-"^:
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Descrlpdon :
Scope :
Dato: 10:424M, 23 JAN 02
lGeneral lnformatlon
-
Center Span 6.50 ft Moment of Inertia 534.000 in4
Lefi Cantilevgr fr Elastic Modulus 1.200 ksi
Rlght Cantilever ft Beam End Fkity pin-pin
0.475 Wft
3.600 k
3.250 ff
Unlform Loads
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0.000 ft
0.00 k-ft
3.34 k
0.00000 in
Left Cant 0.000 fr
0.00 k-fr
0.00 k
0.00000 ln
Rlghtcant 0.000 fi
0.00 k-fr
0.00 k
0.00000 ln
Moments... Shoars... Reacuons,..
Max + @ Center 8.35 k-ft at 3.26 ft @ Lef, 3.34 k @ Lef, 3.34 k
Max - @ Cent€r O.oo k-fl at 6.50 ft @ Right 3'34 k @ Right 3.34 k
@ Len cant o.oo k-fr Maxlmum 3.34 k
@ Right Cant 0.00 k-f, Deflectlons...
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@ Right Cant 0.000 in at 0.00 fi
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Dats: 10:424M, 2ll JAN 0Z
R€v: 510?Ol ffi6y3at'3'22l!n'tme'wh*r Single Span Beam AnalySiS
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D6crlptlon :
Dato: 10:58AM, 23 JAN 02
Prlnffng & TltlE Block tab, and ent
$%ffi[?or.r.22.Jurtsro€e,$/hn Single Span Beam AnalySiS
I General lnformation
Center Span 9.00 ft Mom€nl ot Inerlia 1,790.000 in4
Loft Cantilevsr ft Elastic Modulus . 1,800 ksi
Right Gantilever fl Eaam End Fkity pin-pin
18.510 k
6.000 ft
Unlform Loads
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Moment
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Deflec{ion
0.000 ft
0.00 k-ft
9.'t6 k
0.00000 in
Left Cant 0.000 ft
0.00 k-fr
0.00 k
0.00000 in
Rlghtcant 0.000 f,
0.00 k-ft
0.00 k
0.00000 in
Moments.,. Shear... Reacdons.,.
Max + @ Center 42.94 k-fl at 5.99 fr @ Left 9.16 k @ Left 9.16 k
Max - @ center 0.oo k-fr at o.oo f, @ Right 15.33 k @ Rlght 15.38 k
@ Left Cant O.OO k-ft Maxlmum 15.3 k
@ Right cant 0.00 k-ft Derlscffons..,
Maxlmum !r 42.94 k-ff @ c€nter {'160 in at 4'83 fl
ls ..R Cant. 0.000 in at 0.00 fl
@ Right Gant 0.000 in at 0.00ft
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l;?##ffi5r'32'r6''''8'wh!2 Single Span Beam Analysis
8:gr,flT?"O
Scopo :
Date: lo:g)BAM, 2rl JAN (}2 I
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Dsgnn Rlchard
Descrlpton :
Scope :
Date: 11:124M, 23 JAN 02
Rdr 5160l ffi,ftn'..zrrn'eos,wh32 single span Beam Analysis -,-^-^.,..^-.,._.-j-1%^]
lGeneral Informatlon T
Center Span 6.00 ft Moment of lnertia 534.000 in4
Lefi Cantilever ft Elastic Modulus 1.700 ksi
Righl Cantilevor ft Beam End Fkig pin-pin
0.475 Wfr
3.'t 10 k
3.000 ft
Unlform Loads
Center Span...
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Center Locaton
Moment
Shear
Dsfleclion
0.000 ft
0.00 k-fi
2.98 k
0.00000 in
Left Cant 0.000 fr
0.00 k-fi
0.00 k
0.00000 ln
Rlghtcant 0.000 ff
0.00 k-fr
0.00 k
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Moments... Shears... Reacuons...
Max + @ Center 6.79 k-fr at 2.99 ft @ Left 2.98 k @ Len 2.98 k
Max - @ Center O.oo k-ft at O.O0 ff @ Right 2.98 k @ Rlght 2.98 k
@ Lsff Cant o.oo k-fr Maximum 2.98 k
@ Right Cant 0.00 k-fi Dstlocdon3...
Max,mum ra 6.7ek-n 3H::", lilill ll l.ill
@ Right Cant 0.000 in at 0.00ft
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ffiffid9.,...2r!'.1€6.nrr3:! Single Span Beam AnalySiS
Date: 11:124[r, 23 JAN 02 Ibgnr: Rlchad
D€crlptlon :
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Dsgnn Ricfiard
Ilescrlpdon :
Scope :
Dals: 8:284M, 24JAN 02
I General Information I
Center Span 9.00 f, Moment of Inortia 738.OOO in4
Lefi Canlilever fi Elastic Modulus .l,BO0 ksi
Right Cantilever ff Beam End Fixity pln-pin
Magnilude
Locauon
Magnitude @ Lefi
Magnitude @ Right
DisL To Lefr Side
DbL To Right Side
0.960 kn
0.950 km
3.000 ft
9.000 fi
0.@0 ft
0.00 k-fi
8.27 k
0.00000 in
Left Cant 0.000 fr
0.00 k-ft
0.00 k
0.00000 in
Rlghtcant 0.000 ft
0.00 k-fi
0.00 k
0.00000 in
lJ1ffidlit"'...zrrun'lsoowbar Single Span Beam Analysis
Query Values t
Centel Lo€adon
Moment
Shear
Dgfleciion
Moments.., Sh€a6,.. Reao ons...
Ma)( + @ Center 19.63 k-ff at 3.91 ff @ Leff B.2Z k @ Lefr g.27 k
Max - @ center o.o0 k-fi ar o.oo ff @ Right 7.77 k @ Right 7.77 k
@ Left Cant o.oo k-ft Maximum 8-27 k
@ Right Cant 0.00 k-ft Deflecdons...
Maxrmum = 19.63 k-ff @ center '0'219 in at 4'45 fl
@ Leff Cant. 0.000 in at 0.00 fi
@ Right Cant 0.000 in at 0.00 ft
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ffilf,flTl.3 Dato: 8:28AM, 24JAN02
R6r:5t0:30'l
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Sketch & Dlagram
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Dsgnr: Rlchard
D6crlpdon :
Da!s: 7:51AM, 25 JAN 02
ttle block lnformaflon.
Descriptlon
1.200 k
2.750 ft
1.200
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v6's.r.3.zrrru!'0€e,wnr gingle Span Beam AnalySiS
Unlform Loads
Center Locatlon
Moment
Shear
Defleclion
0.000 ft
0.00 k-fl
6.98 k
0.000{10 in
Left Cant 0.000 fi
0.00 k-ff
0.00 k
0.00000 in
Rlghtcant 0.000 fr
0.00 k-ft
0.00 k
0.00000 in
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Max + @ Center 15.58 k-ft at 4.26ft. @ Lsff 6.99 k @ Left 6.98 k
Max - @ c€nter o.oo k-n at o.oo fi @ Right 6.98 k @ Right 6.98 k
@ Lefl Cant O.oo k-fr Maximum 6'98 k
@ Right Cant O.OO k ft Deflectons...
Max,mum = ,'8.58 k.n 3 H::,. i:lil il I l.|il
@ Right Cant 0.000 in at 0.00ft
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tlab: 7:51AM, 25 JAN 02
R6t: ltctot @nt..z.ru,.roe8.e,,h3r single span Beam Analysis
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Ilsgnn Richad
Descrlpdon :
Dals: 9:22AM, 24 JAN 02
tltle block lnformaflon.
Descrlptlon
I General lnformatlon
Center Span 8.00 ft Moment of Inertia 1,437.400 ln4
Left Cantilever ft Elastic Modulus 1.iOO ksi
Right CantilevBr ft Beam End Fhity pin-pin
Magnitude
Location
Magnltude @ Left
Magnitude @ Right
Oist. To Left Side
Dist. To Right Side
1.450 Ufi
1.450 t<m
4.000 ft
6.500 f,
2.060 ufr
2.060 k/ft
6.500 f,
8.000 fi
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klff
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gtigr.r.az..r$.r6!00.v!h3a Single Span Beam AnalySiS
Center Locatlon
Moment
Shear
Oeflection
0.000 ft
0.00 k-fr
7.22 k
0.00000 in
LEft Cant 0.000 fi
0.00 k-ft
0.00 k
0.00000 in
RlghtCant 0.000 ft
0.00 k-ff
0.00 k
0.00000 in
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Iulomenb.., Shears... Reacdong,..
Ma( + @ Centor 2't.08 k-fl at 4.01 n @ Lefi 7.22 k @ Left 7.22 k
Max - @ center {.oo k-f, at 8.oo ft @ Rlght 12.54 k @ Right 12.u k
@ Left Cant o.oo k-ff Maximum 12.54 k
@ Right Cant 0.00 k-ft Deflectlons...
max,mum E 2,.08k.n $:fl::". '|:lllil ll llll
@ Right Cant 0.000 in at 0.00 ft
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8:g$;[:"it.o
Scope :
Dato: 9:224M, 24 JAN 02
ffi%"''''z'rt"'-*eo'w,.a Single Span Beam Analysis
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ItrJ:;J:5;;LT":;'':il"f Dates g50AM, 24 JAN 02
l General Informatlon
Center Span 6.00 fr Moment ol Inerth 1,437.400 in4
Elastic Modulus
B€am End Fxity
Dsgnn Richard
Doscrlptlon :
1,100 ksi
Pin-Pin
Left Cantilever ft
Right Cantilever n
Magnitude
Location
Magnitude @ Left
Magnitlde @ Right
Dist. To Left Side
Dist. To Right Side
2.240 kn
2.240 Km
3.000 n
6.000 n
0.000 ft
0.00 k-ff
8.'t4 k
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Left Cant 0.000 fi
0.00 k-ft
0.00 k
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0.00 k
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R6a ltql8l
151ggg1rtr'zJ'lre€o.wn3it Single Span Beam Analysis
I Query Values
Cantgr Locadon
Moment
Shear
Defleclion
s
MomenE... ShEara... Rsacfions...
Max + @ Center 17.89 k-n at 3.Ol ft @ Left E.14 k @ Len B.i4 k
Max - @ center -o.oo k-ff at 6.00 ft @ Right 9.33 k @ Right 9.39 k
@ Lefr Cant o.oo k_ft Maximum 9.33 k
@ Right cant 0.00 k-ft Deflectlons...
Maxlmum e 1 @ center -0'066 in at 3'03 ft 7'89 k-n
@ LEfr cant. 0.000 in at 0.00fi
@ Right Cant 0.000 in at O.0O ft
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Hg$,flT?b Date: 9:5OAM, 24JAN m
ttle block Informaffon.
R6v: tlctrt
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Dsgnr: Richard
Descrlpton :
Date: 8:3AM, 25 JAN 02
fftle block InformaUon.
Descrlptlon
lGeneral Information T
Center Span 6.00 fi Moment of Inertia Tgg.OOO in4
Left Candlever fi Elas[c Modutus 1,800 ksi
Right Csnlilever fr Beam End Fkity pin-pin
Magnitude @ Leff
Magnituds @ R'ght
Dist. To LEft Side
Dist. To Rlght Side
1.370 kn
1.370 k/n
2.500 fr
6.000 ft
klfr
kn
ft
ft
kfr
k/ft
fl
fi
0.000 ft
0.00 k-ft
14.72 k
0.00000 ln
LEft Cant 0.000 ft
0.00 k-n
0.00 k
0.00000 in
Rlghtcant 0.000 fr
0.00 k-fi
0.00 k
0.00m0 h
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I Query Values
Csnbr Locadon
Moment
Shear
Defleciion
Moments.,. Shaars... Reacllons...
Mar + @ Center 18.83 k-ft at 2.50 ft @ Lefr 10.72 k @ Leff 10.72 k
Max - @ center o.oo k-ft at o.o0 ft @ Right 7.78 k @ Right 7.78 k
@ Left Cant o.oo k-fr Maximum 10.72 k
@ Right Cant 0.00 k-ft Deflecflons...
Ma{mum E 18.83 k-ft @ center -0'081 in at 2'89 ft
@ Len Cant. 0.000 in at 0.00fi
@ Right Cant 0.000 in at 0.00 ft
t//zs
these ffve llnes, use the SETflNAS
maln menu selectlon, choose-
Prlntlng & TiUe Block tab, andEif
ttle block lnformaton.
Date: 8:33AM, 25 JAN 02
v6'r.r.!.arru!t0s€.wh3c Single Span Beam AnalySiS
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Dsgnn Richard
I)€crlptlon :
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Pin-Pin
Date: 1o:aiAM, 25 JAN 02
ttle block lnformailon.
Descriptlon
l General lnformation
Center Span 3.00 fi Momenl of lnertia Z3B.O00 in4
Loft Can0lever
Right Cantilevet
ff Elasfc Modulus
ft Beam End Fhig
tfT#Hffit6r'3'z.!t'1€se'wo!a Single Span Beam Analysis
On
12.540 k
2.250 fl.
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Center Locatlon
Moment
Shear
Deflection
0.000 ft
0.00 k-ft
5.19 k
0.00000 in
Left Cant 0.000 ft
0.00 k-fi
0.00 k
0.00000 in
Rlghtcant 0.000 fr
0.00 k-ft
0.00 k
0.00000 ln
ll/lomonb... Shoara... Reac{|on3.,.
Ma.:( + @ Center 8.21 k-ft at 2.25 ft @ Left S.19 k @ Left S.19 k
Max-@ canter o.o0 k-ff ar o.ooft @ Right 1t.46 k @ Right 11.46 k
@ Left cant o.oo k-ff Maximum 1l -46 k
@ Righl Cant 0.00 k-fl Detlectlon€...
Ma{mum ., 8.zr k-ft @ c€nter {'008 in at 1'64 fi
@ Left Cant. 0.000 in at 0.00 fi
@ Right Cant 0.000 in at 0.00 fi
H/%
these ffve llnes, use the SETTIMS.
main menu selection, choose t!
Printlng & Tltle Block tab, and eni
dtle block lnformatton.
Date: 10:33AM, 25 JAN 02
Rd: Sldlol
us6r: t$F€cM8, v6 5.t.3, z2rjun t@. tvb3:t
(o) t9€3S ENERCATC Single Span Beam Analysis
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PROJECT
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BEAUDETTE
CONSITLIUNG
ENGINEERS, INC.
PROJECT
6at Seearu oNrc tfezfez
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SHEET NO.
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br*a&*.
TJ-Bo€rnt v5.55 Serial Numbor 7@102717
BEAMUSA 1co1 t8n2fi2 1:21i1OPM
Pago l d2 Bllld Code: 14tt
,.irr,.,r. * -rl'o'], orsr @, .. o,t
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS LISTED
l. ,. ^ ^^-
product Dlagram ls Conceptual.
'- Analysis for Joist Memb€r Supporting FLOOR - RES. Application. Loads(psfl: 40 Live at ioo% duration; 25 Dead; O partition
F@ rNpur BEARING REAcroNs(rbs.)
- WIDTH LENGTH LME/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 a6 Ptate 5.50' 4.25' 453 | 283 t 737 1 9.5. DetaitA3 1.25" LSL Rim
I 2
^6Plale 5.50' 4.2s" 459 IZB3|737 1 9.9, DetaitA3 1.2s"LSLRim
I - See TJ SPECIFIER'S / BUTLDER'S GUTDES for dEtail(s): A3.
- CAUTIoN: Required bearing length(s) exceed the minimum shown in tha TJ Builder's guide for single family residenlial applicadons.r Limits: End supports, 3.5". Intermediate supports, 3.5'with web stiffenerc and 5.25'without webltifieners.I
AESISN coNl'Rol-s:.
MAXIMUM DESIGN CONTROL CONTROL LOCATTON
I shear(lb).-. 7o4 697 1120 passed(62%) Rt. end span 1 under Froor roading
I Reaction(lb) 7a4 7u 1120 passed(63%) Bearing 2 under Ftoor loading Moment(ft-lb) 2861 2861 3338 passed(86%) MID span 1 under Ftoor toading
Uve Defl'(in) 0.406 0.406 Passed(U480) MID Span I under Floor toadinl
I Total Den.(in) 0.660 0.812 easseAiUzsSl MtD Span 1 under Ftoor toadin!
I TJ-pro Rating 40 Any passed Span 1
- Allowable momsnt uras increased for repetitive member usage.
I - Defleciion Griteria: STANDARD(LL: U480, -lL:lJ24O).
I - Plf,g":," analysis is based on composite aclion with single layer of the appropriate span-rated, GLUED & NAILED wood decking.- - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed othenvise. proper attachment and positioning of lateral bracing is required lo achieve member stability.
I - Waming: span(s) 1 exceed Residential Specifier's Guide span(U480 table). Strength and selected stiffuess criteria have been met.r
NJ-Pro* RATING SYSTEM
- The TJ'Pro (USA) Rating System value provides additional floor perfonnance information and is based on a Glued & Nailed z3l32 oSB
I 9T.l]lS Yth " Poured flooring overlay (overlay rvill not change resulls of the rating analysis). The controlling span is supported by walls.I Additional considerations for this rating include: TJI blocking with end blocks (10'ocmax); Ceiling - DiredAlptieO -r1d;tnickgyisum. A slruclural analysis ofthe deck has not bEEn performed by the program.
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lneJEeru{roRMATroH opERAToR tNFoRMATtoN:r No Project Information available Beaudene Consulting Engineers
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Richard Newman
131 W. Main
Missoula. MT 59802
406.721.7315
ight @ 2000 by Trus Jolsi, a wsyerhaeusar Bllshe3s. pron, TJ-profl and rJ-Beamrr ars fademsrts ot rrus Jolsi.
s s r8glstei€d tadomart ot Trus Jold .
MTING SYSTEM
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L-Em*1e717 r.fi.lsp-*-rll]rorsr @ r..0.?
H+"'ftdtrflb;#loR ExcEEDs rHE sEr DEsrcN coNrRols FoR rHE AppucAroN AND LoADs LrsrED
loomonel NorES:
ffina|ysispresentedisoutPutfromsofi\'varedeve|opedbyTrusJoisrcru).TJwarrantsthesizingofit€productsby
this software will be accomplished in accoidance with TJ produd design criteria and code accepted desBn values. The specific
-
I g:l;fi[r39|,#.,o1gg;!,i;"isn loads, and stated dimensions have been provided by the sotuvare user. rhls output has not been
- Not all producb are readily available. Check wih your supplier or TJ technical representative for product availability.
- - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSI]TUTION VOTDS TH|S ANALYS|S.
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- Allou/able Stress Design methodology uras used for Code NER analyzing the TJ Residential product listed above.
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Richard Newman
131 W. Main r HiTili;#**'
/_ bhlO2000 byTrusJoM, a Weyerhaausar Bushess. PmE, TJ-prod snd TJ-Besnnr srs trademarkg ofTrus Jolst.I 3 a reglstered bademrk ot Trus Joist .
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Dsgnn Richard
Dsscrlptlon :
Dato: 1:37PM, 23 JAN 02
tltle block lnformatlon.
Descrlptlon
lGeneral Information
Center Span 10.00fi Moment of Inertia 99.930 ln4
Lefi Candlever ft Elaslic Modulus 1,700 ksl
Right Cantilever 5.00 ft Beam End Fixity pin-pin
0.086 k/fr
Rlfi 610S.t
U$r XW{80S:a6. Vsr 5.1.3 Z|.J!D!$9. Wh3E (d 188380 ENERCATC Single Span Beam Analysis
Uniform Loads
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Center Locatlon
Moment
Shear
Defledion
0.000 ft
0.00 k-ft
0.25 k
0.00000 in
Left Cant 0.000 ft
0.00 k-fl
0.00 k
0.00000 in
RlgmCant 0.000 ft
0.00 k-fi
0.00 k
0.00000 in
Moments,.. sheanr.,, Reac{lons,.,
Max + @ Center 0.38 k-f, at 2.95 f, @ Left 0.25 k @ Left O.2S k
Max - @ c€nter -1.75 k-ft at .ro.0o ft @ Right 0.70 k @ Rlght 1.30 k
@ Left Cant o.oo k-n Maximum o.7o k
@ Right cant -1.75 k-ft Dstlecdons...
Maxrmum e 1.26 k-f, @ center 0'018 in at 8'19 fr
@ Lefi CanL 0.000 In at 0.00 ff
@ Right Cant -e.ZZ7 ln at 15.00 n
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Job Number :
January 23,20m
2:09 PM
Checked By:I
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Joint Label X Coordinate Y Coordinate Z Coordinatg
Joint Label X Translation Y Translation Z Translation
Member Label IJoint J Joint K Joinl
End Releases l-End J-End
End Ofbets lnaclive Member l-End J-End Code
X-Axis Sec.tion Rotate S€t
11 N1 N2 SECl 17 M2 IN2 N3 sEcl
3 N3 N4 sEcl
Cb Sway Byz cm y-y Ky-y Kz-z CH Cmz-z
16 z-z
lel
L_comp
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RISA-3DVersion4.1 ICIR|SA\GALBREATHIJFJ3TSdI Page 1
Ftft
Companv :Designei :
Job Number :
RiiXlitii"SHU" g Ensr n ee rs January 23,2002
2:09 PM
Checked By:
ThErm Weight
Poisson'sCoef. Densitv
Wood S€t
Label
Section S€t Max D€pth Min Depth Max Width Min Widlh Max Code Check Min CodE Check
!ln) = = (ln) (ln) ttnt
o Data to Print
Plate Labsl B Joint C Joint D Joint Materialset Thickness StressLocalion Inaclive?A Joint
,c'I tto
Riald Diaphnoms
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Patlem Label Start Magnitude Start Location End Location
Basic Load Case
Tag Pattem Label Increment Both 1st Joint 2nd Joint 3rd Joint 4th Joint sth Joint
Page2 RISA-3D Version 4.1 [C:\RISA\GALBREATHUFJ3.T3dt
f //8
F^i$^5,it i Rxi""13ii":,Hrys EnsrneeF
Job Number :
January 23,2002
2:09 PM
Checked By:
Joint Label X Translation Y Translation Z Translation
{1 0.00 U.0.000 0.000 -0.003 {2 0.000 0 - 1300 o.000 0.001 N3 0.000 0.000 0.000 0.000 0.000 .00'l
N4 0.000 -0.05 0.000 0.000 0.000 .001
Joint Label
N1 0.000 I I\0.01 0.000 0.000
N2 0.5 0.01 o.000 0.001
3 0.0 7 NC 0.000 0.001 Reaction Totals :0.3 0
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X Direction Slory
Number
Y Direclion
Joint Label Drift
Z Direction
Joint Label Drifr Joint Label % of HL %olHL
Section Set Database Shape Total Length TotalWeight
MembEr Lab€l Moment z-z
Page 3 RISA-3DVersion 4.1 IC:\RISA\GALBREATHUFJ3.T3dI
Moment y-y
Fz/,r
Company :Designer :
Job Number :
Rrfi il*l,X*tf ns En s I nee rs January 23,2002
2:09 PM
Checked By:
Memb€r Label A<ial
M2,'0 4.24 0 0'.2.
-0.0 o 2.
3 -0.3 0 0 0,2955 .0 4 0 0-0 3.151
0 7 0 0 0 . 3.369
M3 0 3.24 0 0 3.369
2 0 3.175 0 0 0.941
3 0 0.1:0 0 0 0.t7
4 0 0.01 0 0 0 0.4
0 0 0 0 0
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Membor Label Bending y-iop Bending y-bot Bendlng z-top Bendlng z-bot
K
M1 1 0 0.021 0 0 0
0 0.008 0 84 -0.384 0 0
5 0 -0.006 0 ).413 -4.413 0 4 0 -0.019 0 0.085 4.085 0
0 -0.032 0 -0.599 0.599 0 0 M2 1 0 0 -0.599 r.599 0 0
2 0 -0.0 -0.634 t634 ,,0 0
3 0 -0.0 -0.674 ,.674 0 0 4 0 -0.6 0 -0.7't8 4.718
5 0 -0.7 0 -0.768 .768 ,
M3 I 0 0.117 0 -0.768 768 0 0 2 0 0.115 0 -0.22 o.22
3 0.005 0 4.O22 o.022
0 0.002 0 -0 0.006 0
0 0 0 0 0
Member Lab€l
?s. LU1:L|L+LI
Section x-Translation y-Translation z-Translalion
MembEr Label Torsion Shear Waro Shear Warp Shear ?r-q^le I onsron Dnear y-y warp Snear z-z warp snear z_Bot warp Eencl z-Top warp Bend K-fr) (lci) (Ks fKsil rt(cil fkoii
M1 1 0 0 No Waroino Calculal
2 0 0
3 0
4 0 U
RISA-3DVersion4.1 [C:\RISA\GALBREATHUFJ3.T3dI Page4
rLy'O
Companv :Designei :
Job Number :
Rffii$81,xH1yng Ensrneerc January 23,2002
2:09 PM
Checked By:_
MembEr Label Torsion Shear y-y Warp Shear z-z Warp Shear z-Bot Bend z-Top Warp B€nd
Member Label Code Chk Loc Shear Chk Loc Dir
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Member Label code chk Loc shaar chk Loc Dir Fc Ff Fbl, Fb2' FV Eqn (rtl (FO (Ksit (rGil (|Gn (Ksi,t (Ksil
,I No Data to Print...
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Plate Lab€l MXMoment MYMoment MZ Moment
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Page 5 RISA-3DVersion4.'l [C:\RtSA\GALBREATHUFJ3.T3d]
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BEAUDETTE
CONSULTING
ENGINEERS, INC.
PROJECT
6atseeazl
FtLoE fR ottuy(" . UppE F
DATE / /t?/o?
SHEET NO.
Ft,I
F^s".ry,ill. ; Rili""leRgurrns Ensrneers
Job Number :
January 23,2002
3:16 PM
Checked By:
Material Label Young's Modulus Shear Modulus Poisson's ThermalCoEf.nt V€H Sfass
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SA(yy) SA(zz)J Crorion) TiC
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KE9.5x1.1f5 WD 16.625 1.2 1.2 4.243 125.0U 15.00 SEC2 STL 1 1.2 1.:,1 '1
SEC3 STL 1 '1.2 I '1
Joint Coordinates
Joint bbel x coordinate Y coordinate Z Goordinate Joinl Temp€rature
N1 n 0 N2 17 0 {3 19 0 0 4 ,22 0 0 0
Member Label IJoint J Joint K Joint
X-Axis Section Rotate Set
End Relgases l-End J-End
End Ofbe6 FEnd J-End
Member Inactive
Code
cm y-y
CH
Lb v-v
lez
Page 1
RISA-3DVersion4.1 [C:\RISA\GALBREATruFJ4r3d]
f///3
Company :
Designer :
Job Number :
Rriil1.3i?"9,?..Hu s En g I neerc January 23,2002
3:16 PM
Ghecked By:
Wood M aterial Parameters
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Redesian Crlterla
Sec{ion Set
PlatelShell Elements
Max Code ChEck Min Code Check t
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Riqid Diaphnqms
Mabdal Set Thickness Str€s Location Inadive?
D istri b uted Lo ad Pafte m s
Patbm Label
Basic Load Case Data
Start Magnitude End Magnitude Start Location End Location
BLC No. Basic Load Case
Joint Loads/Errtorced Displacemenb, Cateooru : None. BLC I :
Member Distributed Loads, Catesory : None. BLC I :
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Movinq Loads
Paffem LabEl lncremgnt Bolh
Page2
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RISA-3D Version 4.1 [C:\RISA\GALBREATHUFJ4.T3dI
re/,*
Company :Designer :
Job Number :
Ri"Hle.f"tfiHusEnsrneors January 23,2002
3:16 PM
Checked By:
Dynamics Input
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Load Combinations
Joint Displacemenb. LC I : DL+LL
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Joint Label
Reactions, LCl:DL+LL
XTranslaton YTranslation Z Translation X Rotation Y Rotalion Z Rotation
N1 0.0.000 ).000 -0.006 :NZ il.o00 0-002= -
N3 0.000 0.000 0.000 0.000 .000 0.002 :. - N4-=- = 0.000 .-0.143. .0;000 .0.u00 -o005
Joint Labol X Force Y Force ZForc€.X Moment Y Momont Z Momont
N 0.000 0.581 I {c 0.000 0.000 0.000 '-:::' . ,Ni ' -= 0.0r 0.501 I 0.(' . 0.000 000
N:1.88 h 0.000 r.000
F(eaction Totals 0.2.96i 0 t00
Storv Drift, LC 1 : DL+LL
Story X DirEdion Number Joint Labal Drifi o/o of Ht
Y Direclion
Joint Lab€l Drift %ofHt
Z Dirrc{ion
Joint Label Drift %otHt
Redesisn Shapes. LC 1 : DL+LL
Materlal Takeoff. LC 1 : DL+LL
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Section Set Database Shape
Member Section Forces, LC 1 : DL+LL
Total Leng0l TotalWeight
Page 3
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RISA-3DVersion4.1 IC:\RISA\GALBREATHUFJ4.TSdI
F/,
F^i!l.frq.^. : RTiilih%gffiUs Ensrnee'
Job Number :
January 23,2002
3:16 PM
Checked By:
MemberSection Forc*. LC 1 : DL+LL. Gontinued)
Membgr Label Section ,Ddal Shear y-y Shear z-z
Memher Stresses. LC I : DL+LL
Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot MembEr Label Seciion Axial
Member Deflections, LC 1 : DL+LL
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Member Label Section x-Translalion y-Translation
MemberSection Torsion, LC I : DL+LL
(n) L/y Ratio (n) Uz Ratio
M1 0 0 0 0 NC NC
2 n -0.259 0 0 788.103 NC
3 0 -0.323 0 631.277 NC
a 0 4.1n 0 1 51.NC
0 NC :M2 lr, ,:)NE NC
=0.. . 0 '==... 3107286 ,=.,.,, NC" '
). 0.01.?271.:487 NG::.. 0,(. 0 ,,,.,..,295G503 -i:NE=- 0 =.'
M3 0 0 0 0 NC NC
2 0 -0.024 0 0 '1494.276 NC
0 -0.058 617.273 NC
0 -0.099 363.'18 NC
5 0 -0.143 0 251.523 NC
Member LabEl Section TorquE Torsion Shear y-ywap Shear z-zwam ShEar z-Bot Bend z-Top Warp Bend
RISA-3DVersion4.1 [C:\RISA\GALBREATHUFJ4.T3d]Page 4
Fzl6
[:,$,fffl,",. i Rffii:13ff"HT:Us Ensinee]s January 23,2002
3:16 PM
Checked By:
MemherSectionTorcion. LC I : DL+LL. (continued)
Membsr Label Sec{ion T
MembeTAISCASD 9th Code Checks, LC 1 : DL+LL
Torsion Shear y-y Warp Shear z-z Warp Shear z-Bot BEnd z-Top Warp Bend
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Memb€r Label Code Chk Loc Shear Chk Loc Dir Fa
Member NDS Code Checks, LC I : DL+LL
Fbz-z ASD Eqn.
Member Label Code Chk Loc Shear Chk Loc Dir
PlatelShell Princioal Sfresses, LC 1 : DL+LL
PlatelShell Forces, LC I : DL+LL
Plate Comer Forces. LC I : DL+LL
Plate Label Joint LabEl X Force Y Force ZFore MX Moment lvlY MomEnt MZ MomEnt
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RISA-3DVersion4.1 [C:\RISA\GALBREATHUFJ4.T3d]Page 5
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CONSULTING
ENGINEERS, INC.
PRO.'ECT
6atelegprt4
Fory kamild- qelep
,*" ftaftz
vv Fen
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thEse ftve !lne, use thE SETTINL
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Prln$ng & Tltle Block tab, and ent
Dsgnn Richard
D6crlpdon :
Scopo:
Dab: 3:32PM, 23 JAN (}2
dtle block lnformaffon.
Descrlptlon
Hilll$*r",.u.qtr..,2z.rur-r'"o.wh!E Single Span Beam AnatySiS .r*,,*-,,n...jffif,*1 G} I@@ ENERCALC
General Information
Unlform Loads
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Point Loads
Magnttude
Locdon
1.090 k
3.500 fr
Value
Center Locallon
Momenl
Shear
Defleston
0.000 fi
0.00 k-ft
3.23 k
0.00000 in
Left Gant 0.000 ft
0.00 k-fi
0.00 k
0.00000 ln
Rlghtcar 0.000 ft
0.00 k-fl
0.(p k
0.00000 ln
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Momsnb...
Max + @ Center
Max - @ Centgr
@ Lsft Cant
@ Right Cant
luaxlmum ,i
7.84 k-ft
0.00 k-ft
0.00 k-ff
0.00 k-ff
7.84 k-fi
at
at
Shear€...
3.75 ft @ Left
o.0o fr @ Right
Maximum
Deflecflons..,
@ Cenler
@ Lsfi Cant.
@ Right Canl
3.23 k
2.99 k
3.23 k
{.205 In at
0.000 in at
0.000 in at
R@cdonB...
@ Lefi
@ Rlsht
4.42ft
0.00 ft
0.00 fi
3.23 k
2.99 k
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Dsgnn Rlchatd
Descrlpdon :
ScoF:
Descrlptlon
Dde: 3:32PM, 23 JAN 02
TL1
Prln0ng & Tltls Block tab, and ent
R6,1 Sldln (,3a: Kg&(ac|308, V6r C.13, 22-br.l€8. tlJliSl
(o 100&€0 ENERCAL!Single Span Beam Analysis
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iz-
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BEAUDETTE
CONSTILTING
ENGINEERS, E{C.
PROJDCT
&t arcaara
Fqoe FpawNa- upelzp-
DATE
BY
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Prln0ng & Tltle Block tab, and ent Scope:
your ttle block lnformaflon.
Dator 2:51PM, 29 JAN 02
T stct00
Kli./-t44308. V6r Al3, 22.hrr'l g9O, W,{tr|Multi€pan Steel Beam Page 1
198$49 ENERCAT-C
Descrlpflon UFBIa lo
lnformation
Loads
Rsults
1.00
fi
k-fr
k-fi
psi
psl
psl
psi
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ff
k
k-ft
ln
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General lnformatlon calculadons ar€ deslgned to AlSc gth Edltlon ASD and 1997 UBc RequlEments
Fy - Yleld Str€3s 50.00 ksl Load Dura0on Fa.{or
Sparc Consldered Continuous Over Supporls
Descripffon
Span
Steel Secdon
End Fkity
Unbraced Longth
Dead Load
Livs Load
Mmar @ Cntr
@x=
Max @ Leff End
Ma( @ Right End
fr : Actual
Fb : Allowable
fv : Ac'tual
Fv : Allowable
Location
Shear
Moment
Max. Doflec'tion
sl
10.42
w8xl3
Phl-Ph
1.33
82 83
8.50 14.87 w8x13 Yt8X13
Ph-Ph Ph.Ph 1.33 1.33
11.20 0.00 20.06 4.52 0.00 8.61
0.00 -7.99 .20.91
-7.99 -20.91 0.00
13,562.1 25,319.8 25,319.8
3|3,000.0 3i:t,000.0 39,000.0
Bfltdlng OK Bsndlng OK Bsndlng OK 3,535.7 3,37'1.6 5,166.3 20,000.0 20,000.0 20,(xD.0 ShearOK ShearoK ShsarOK.
Shear @ Len
Shear @ Right
Reacliom...
DL @ t€ft
LL @ Lofl
Tolal @ Leff
DL @ Risht
LL @ Right
Total @ Right
Max. Deflection
@x=
Span/Defleclion Ratio
4.96 3.15 6.50 6.20
1.89
3.08
4.96
3.67
5.98
9.65
4.173
4.86
721.5
3.67
5.98
9.65
5.96
9.73
15.69
0.087
5.'t0
1,172.2
9.49
6.64
5.96
9.73
15.69
2.52
4.12
6.64
4.581
8.O2
302.9
k
k
k
k
k
k
ln
ft
0.00
3.15
-7.99
0.00
0.00
0.00
0.00
0.00
t
Reacfions & Deflectlons
Values
trtftz
@ span ,D o*,o u
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:
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b'45
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:
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BEAUDETTE
CONST'LTING
ENGINEERS, INC.
oete tf7x/o't
--r-BY Ran
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BEAUDETTE
/ coNsItLTINc
\ ENGINEERS, INC.
PRqIECT
6a/brealA o1gr1 a/ao/o
BY FAN
SHEET NO.
FL/
/ut,F/u" fuann1. uryn* tawl
*ffffJtr#:":"".::3ilL Dsgnn Richard
Descrlpton :
ScoF:
Oats: 10:25AM, 30 MAY 02
Prlnung & Tltle Block tab, and ent
your title block Jnformaton.
Rou 51@l i*ffi[t",3.ul!nleee.w!,!2 Single Span Beam Analysis Page 1
Descrlption LBla
Geneml Informatlon
Moment of Inertia
Elastic Modulus
0.910 #1 #1 #1
k
ft
k
fi
k
e
k
ft
Baam End Fxity
Unlform Loads
Polnt Loads
Magnitude
Locafon
11.150 k
2.500 fl
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Values
Center Locauon
Moment
Shear
Defleciion
0.000 fi
0.00 k-ft
13.96 k
0.00000 in
Loft Cant 0.000 fr
0.00 k-ft
0.00 k
0.00000 in
RlghtGant 0.000 ft
0.00 k-ff
0.00 k
0.00000 in
MomenB.,. SheaF.., Reacdons...
Max+ @ conter 32.21k-ft d 3.09ft @ Left 13.96k @ Left 13.96 k
Max_@Canter 0.00k_ft d o.oofr @Right 7.66k @Right 7.66k
@ Left Cant O.OO k-ft Maxlmum 13'96 k
@ Right Cant 0.00 k-fi Deflecdons".
Maxlmum o 32.21k-n, 3*T'::.. i:|ili| I i:lll
@ Right Cant 0.000 in at 0.00 ft
fz/zsu
ttsgnn Richard
D€crlpdon:
Scope:
these ffvE llnes, use the SET""^^
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Ddo: 10:254M, 30 MAY 02
i.rGki[6msoa.v"'r.r.:.2.!''.ree$,hsa Single Span Beam AnalySiS
LBla
Sketch & Diagram
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Prlntng & TlUe Block tab, and ent
D8gnn Richard
D6crlpton :
Scops:
Dato: 10:25AM, 30 MAY 02
ff tle.block Informaton.
Descriptlon
Ror Stcn't ffiii&m'ws.r.:,2.un-reee.'l.rh' Single Span Beam Analysis .n".,",,"-,r".*,I?l,i*^l
General lnformatlon
0.910 k/n
Unlform Loads
Magnitude
Location
11.t50 k
6.000 fi
t
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Polnt Loads
Values
Csntar Locaton
Moment
Shear
Dofleciion
0.000 ft
0.00 k-ft
7.15 k
0.00000 in
Left Gant 0.000 ft
0.00 k-fi
0.00 k
0.00000 in
Rlghtcant 0.000 ft
0.(x) k-fi
0.00 k
0.00000 in
Moments... SheaF... Reac{orE..,
Max + @ C€ntsr 26.49 k-ft at 6.00 ff @ t€ff 7.'15 k @ Lefr 7.15 k
Max - @ Contor O.m k-ft Et O.O0 ft @ RlSht 11.74 k @ Right 11.74 k
@ Lsfr Cant O.OO k-ft Maximum 1',1'74 k
@ Right Cant 0.00 k-ft Deflectlons"'
Madmum e 26.4e k-ft 3ffi9". |ll|il I lill
@ Right Cant 0.000 in at 0.00 ff t
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Prlndng & TltlE Block tab, and enf-
Dsgnn Richad
Descrlpuon :
Scope :
Ihr 10:254M. 30 MAY 02
tlfle block lnformaffon.
6.iaz.!d,.t€6,r'ft*z Single Span Beam AnalySiS
Sketch & Dlagram
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Dsgnn Richard
Descrlpton :
Scopo :
Data: 4:32PM, 23 JAN 02
Deocriptlon
Printng & Tltle Block tab, and ent
R6Y:5l0B0l i*ffip;"''''22&ts18ee'whu" Single Span Beam Analysis
General lnformatlon
C€nter Span
LEf, CantilevEr
Right Cantilever
9.00 ft
fi
ft
Moment of lnerda
Elastlc Modulug
B€am End Fkity
1,437.400 in4
1,100 ksi
Pln-Pin
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Uniform Loads
On Centor Span...*1 0.860 k/ft
On Lsft Candlsver...
#1
On Rlgm Cantlever...#1 k/ft
Polnt Loads
Magnitude
Locatlon
6.640 k
6.000 ft t
t
I
Valuee
Center Locaflon
Moment
Shear
Doflscdon
0.000 ft
0.00 k-fr
6.08 k
0.00000 in
Lefr Cant 0.000 f,
0.00 k-ft
o.00 k
0.00000 in
Rlghtcait 0.000 ft
0.00 k-fi
0.00 k
0.00000 In
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Moments... Sh€aE,.. Reacdons...
Ma,( + @ Center 21.01 k-ft at 5.99 ft @ Lsft 6.08 k @ Left 6.08 k
Max - @ Center O.O0 k-ft at o.0o ft @ Rjght 8.30 k @ Rjghl 8.30 k
@ Left CEnt O.Oo k-ft Marlmum 8'30 k
@ Right cant o.o0 k-ft Deflec:tlons"'
@ Center -0.175 in at 4.73fi
Maxlmum - 21,01 k-fi @ Left cant. o.oo0 in at o.oo n
@ Rlght Canl 0.000 in at 0.00 fi
I fLk4
*ff""ffi'5#T"l"',trilD Dsgnn Richard
D€scrlpflon :
Scope:
Descrlptlon
Dats: 4:32PM, 23 JAN 02
PrlnUng & Tltle Block tab, and ent
lSfl&&:r."r".tr,24Ju'-1€se.r{h&r single span Beam Analysis -,.*",,r,.,r,,...,.jil1in^3 td ts8$99 El{ERcALc
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Sketch & Diagram
lrrnd a 21.0bn al 6.8ff
Ona! {,175h at 4.7i}! tom m
ft/rn
f@ syvt /t'O
fit 0,458 2 fr' 7,42+ V,44e ?,41 F
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BEAUDETTE
CONSUI.JTING
ENGII\IEERS, INC.
PROJECT
6atBseafll
Feaa? fruuu'- tlppea
I *trJIi,llT;"1T"::f.ilUL *tifff#?" j
Scope :Prlndng & Tltle Block tab, and ent-
your tltle block Infonna0on.
Dab: 4:/ttiPM, 23 JAN Oi!
I r.3,22..ru',-iem,nrr€a Single Span Beam AnalySiS Page 1
Dccrlpfion LB3
General Infonnatlon
Unlform Loads
I
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T
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Point Loads
Magnitude
Locaflon
0.750 k
7.000 fi
7.410 k
9.500 ft
Values
Cantg Locadon
Momont
Shear
Deflecdon
0.0@ ft
0.00 k-ft
8.76 k
0.00000 in
Left Cant 0.000 fi
0.00 k-fr
0.00 k
0.00000 in
Rlghtcar 0.000 fr
0.(x) k-ft
0.00 k
0.00000 in
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Momonts... Shea|s... Reactlons,,,
Ma( + @ Csr or 28.23 k-ft at 6.44 ft @ Lefr 8.76 k @ Left 8.76 k
Max-@ Center 0.00 k-ff at t1.Oof, @ Right 14.36 k @ Rlght 14.36 k
@ Lefi Cant O.OO k-ff Maxlmum 14'36 k
@ Right Cant O.O0 k-ft Dsflectlons.'.
@ Center 4.278 ln at 5.69 ft
Mardmum .. 28.2i k-fi
@ l.'.eff cant. o.(80 in at o.o0 ft
@ Right Cant 0.000 in at 0.00 ft
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Prln0ng & Tltle Block tab, and ent scopo 3
Iffi: 4:4tiPM, 23 JAN 02 I
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Prlntlng & Tltle Block tab, and ent soope:
Dato: 5:07PM, 23JAN 02
Descrlptlon
Prlntlng & Tltle Block tab, and Ent
6.r.3,zrru,-r0se.wr"ra Single Span Beam AnalySiS
General lnformatlon
Csrner Span
Leff Cantilever
Right Candlever
Uniform Loads
Magnitude
Locafon
0.605 k
1.500 ft
0.50s k
7.500 fr
T
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Point Loads
Values
C€nbr Loca$on
Moment
Shear
Dsflec{ion
0.000 fi
0.00 k-ft
2.95 k
0.00000 in
Left Cant 0.000 ft
0.00 k-fi
0.00 k
0.00$0 In
Rlgmcant 0.000 n
0.(x) k-fi
0.00 k
0.00000 in
b
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lllomonts... SheaB.., Reacdons.,.
Ma( + @ Genter 6.19 k-ff at 4.51 ft @ Lefi 2.95 k @ Left 2.95 k
Msx - @ Center O.O0 k-fi at o.oo ft @ Right 2.95 k @ Right 2.95 k
@ Len cant o.oo k-ft Maximum 2'95 k
@ Right Cant O.O0 k-ft llEflecfons"'
@ Centor -0.058 in at 4.51 ff
Maxlmum E 6.19 k-ft @ Left cant 0.000 in at 0.oo ff
@ Right Cant 0.000 in at 0.00 fi
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*ff#:J$;ff":;.li3lD Dato: 5:07PM, 23 JAN 02
Prlntlng & Tltls Block tab, and ent
R6r 1160l
u$c Klir.AG35{E. Vsr E.1.3, 22.!l'tlSB, l!th82 Single Span Beam Analysis
Descrlptlon
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Sketch & Dlagram
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BEAUDETTE
CONSULTING
ENGINEERS, II{C.
PROJECT
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Dsgnn Richard
D6crlpdon :
Scops :
Dato: 7:41AM. 24 JAN 02
ugsli lcrt -40330!, v6' t.t.3, z.Jun,t eso. !vh32 (c |l&]39 EI{ERCAIC Single Span Beam Analysis
Descrlptlon
General lnformatlon
C€nter Span 23.50 ft Moment of Inertia 7SS.OO0 ln4
Leff Cantlever ft
Right Cantilever ft
Magnitude
Locaflon
Magnitude @ Lefi
Magnitude @ Right
Dist. To Left Slde
Dist. To Right Side
Elasdc Modulus
B€am End Fhity
29.000 ksi
Pin-Pin
I
1.210 Wn,
0.780 kn
5.000 ft
9.500 ft
0.780 ufl
0.780 uft
9.500 fi
23.500 fr
k/ft
k/ft
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ff
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I Center Locatlon
Moment
Shear
Deflection
0.000 ft
0.00 k-ff
26.62 k
0.00000 in
Left Cant 0.000 fr
0.00 k-ff
0.00 k
0.00000 in
RlghtCant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
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Momsnts... Shears... Reacfons...
Max + @ Cgnror 166.90 k-ft al 12.01 fr @ Lefi 26.62 k @ Left 26.62 k
Max-@ centar o.oo k-fi at o.ooft @ Right 19.01 k @ Right 19.01 k
@ Lefi Cant o.oo k-ff Maximum 26-62 k
@ Right Cant 0.00 k-fl Defloctlons...
Maxrmum !r 168.90 k-ft @ canter -0'693 in at 11'54 fr
@ LeftCant. 0.000 in at 0.00ft
@ Right Cant 0.000 in at 0.00 ft
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your 6tle block Informadon,
Dats: 7:414M, 24 JAN (r2
Rov: tlq]01
@..'"2r,!,!.1!6.r,vh32 single span Beam Analysis
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Date: 10:41AM, 30 MAY 02
R6r: 3t0301
u33r l(/1r-rEl0(|!0o. v6r5.t.3. zJrr.lg@. wn32 (d lsa}.99 EIGRCAIC Single Span Beam Analysis
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Left Cantilever
Right Cantilever
12.00 t
ft
ft
Moment of Inertia
Elastic Modulus
B€am End Fixity
250.000 in4
1,900 ksi
Pin-Pin
lTrapezoldal Loads ------------
Magnitude @ Left 0.260 Uft
Magnitude @ Right
Dist. To Left Side
OisL To Right Side
0.260 ktft
ft
4.000 fr
0.410 lsn
4.000 n
12.000 fr
Uf,
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Shear
O€fledion
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1.96 k
0.00000 in
Loft Cant 0.000 ft
0.00 k-ft
0.00 k
0.000@ in
RlghtCant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
s
Moments... SheaE... Reacflons...
Max + @ Center 6.79 k-ft at 6.25 ft @ Left 1.96 k @ Left 1.96 k
Max - @ Center -0.00 k-fi at 1Z.OO ff @ Right 2.36 k @ Right 2.36 k
@ Left cant 0.96 k-fi Maximum 2'36 k
@ Right cant 0.00 k-fi Detlecdons...
Maxtmum E 6.79 k-ft @ c€nter -0'366 ln at 6'06 ft
@ Len CanL 0.000 in at 0.00ft
@ Right Cant 0.000 In at 0.00fr
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Dsgnn Rlchard
Dedcdptlon :
Scope :
DatE: 9:23AM, 25 FEB 02
Center Span
Lefl Cantilever
Right Canlilever
Moment of Inerth
Elasuc Modulus
Beam End Fxity
0.139 kn
l$a: fiLE(Elo8, V6r 9.13. z2rJun-.tg$. tfltda (d ISSi}$ ENERCArc Single Span Beam Analysis
General lnformatlon
On
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Center Locatlon
Moment
Shear
Deflecdon
0.000 ft
0.00 k-ft
0.6i:l k
0.00000 in
Left Cant 0.000 fl
0.00 k-fi
0.00 k
0.00000 in
RJghtcant 0.000 fi
0.00 k-ft
0.00 k
0.00000 in
Moments... Sheara... Reactons...
Max + @ Cenler 1.44 k-ft at 4.5S ff @ Left 0.63 k @ Len 0.63 k
MEx-@ centor -0.38 k-fi at 9.67ft @ Right 0.71 k @ Right 1.03 k
@ Left cant o.oo k-fl Maximum o'71 k
@ Right Cant {.38 k-ff Deflec0ons...
Maxf mum E ' 1..14 k-fl @ c€nter '0'078 in at 4'74fl'
@ Lefr Cant. 0.000 In at O.OO ft
@ Right Cant 0.050 tn at 12.00 fr
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Dsgnn Rlchard
Defcrlpfon :
Date: 9:30AM, 25 FEB 02
tltle block Informatlon.
Descrlption
I General tnformatlon
Csnter Span 9.67 fi Moment of lnerta 189.900 in4
Leff Cantilever ft ElasticModulus 1,800 ksi
Rjght Cantlever 2.33 ft Beam End Fkity ptn-pin
0.139 kfft
3.430 k
4.000 fr
v.'!.r.3.zr.rt,'.ro€e.whr. Single Span Beam AnalySiS
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C€nter Locatlon
Moment
Shear
Dellec{ion
0.000 fl
0.00 k-f,
2.Uk
0.00000 in
Left Cant 0.000 fr
0.00 k-fi
0.00 k
0.00000 ln
RlghtCant 0.000 fi
0.00 k_ft
0.00 k
0.00000 in
Momenb... SheaB... Reacfons...
Max + @ Csnter 9.45 k-ft at 3.99 ft @ Len 2.64 k @ Left 2.64 k
Max - @ Centor -0.38 k-fr at 9.62 e @ Rlght 2.13 k @ Right 2.45 k
@ Len cant o.oo k-n Maxlmum 2.4 k
@ Right Cant -0.38 k-ft Defloctlons...
Maxtmum o @ center {'383 in at 4'62fr
9'45 k-ft g teft canr o.ooO in at o.oofr
@ Right Cant 0.260 in at 12.00ft
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8*:$,flT?" o Date: 9:30AM, ?'5FEB 02
tltle block Informafon.
Descrlption
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'' -"' scope :
Dato: 1:16PM, 24 JAN 02
I General Information ,
Center Span 9.33 fl Moment of Inertia 45O.O0O in4
Left Cantilever fl Elaslic ModulE 1,gOO ksi
Right Cantilever fi Beam End Fixity pin-pin
Magnitude
Locatlon
Magnitude @ Left
Magnitude @ Righl
Dist. To Lefr Side
Dist. To Right Side
0.710 k/ft
0.710 rdn
4.670 fi
9.330 ff
tdft
k/ft
fr
fr
Ufr
Ufl
ft
ft
0.000 ft
0.00 k-fr
3.54 k
0.00000 in
Left Cant 0.000 fr
0.00 k-ft
0.00 k
0.00000 in
Rlght Cant 0.000 fr
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0.00 k
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Centor Locaflon
Moment
ShEar
Deflection
Momonta... Sheara... Reacdons,..
Ma( + @ Center 11.10 k-ft at 4.62ft @ Left 3.54 k @ Lefi 3.54 k
Max - @ Center -O.oo k-ft at 9.33 ft @ Right 4.U k @ Right 4.04 k
@ Left Cant o.oo k-ft Maxlrnum 4.04 k
@ Right cant 0.00 k-fr Deflecflons...
Maxfmum E r1.ro k-ft @ cenler {'197 in at 4'71 ft
@ [€R CanL 0.000 in at 0.00n
@ Rjght Cant 0.000 in at 0.00 fr
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Scope :
Ilate: 1:16PM. 24 JAN 02
HT#tnER,[:;'r3'22rtr'''ssr.'A'r32 Single Span Beam Analysis
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Ibgnn Richa
Descrlpdon :
Scope :
Single Span Beam Analysis
Date: 1:02PM, 29 JAN 02
Descrlptlon FB'2
I General lnformatlon
C€nter Span 20.@ fi Momont ot Inertia 1U.OOO ln4
dtle block lnformadon.
flqFr
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LeftCantilever n
Right Canulever t
Magnitude @ Lefi
Magnitude @ Right
Dlst. To Left Side
Dist. To Right Side
Elastic Modulus
B€am End Fxlty
29,000 ksl
Pin-Pin
0.735 kn
0.735 km
E.500 t
20.000 fl
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Moment
Shear
Dofleclion
0.000 ft
0.00 k-fr
4.67 k
0.00000 in
Lsft Cant 0.000 n
0.00 k-fi
0.00 k
0.00000 in
RlghtCant 0.000 fr
0.00 k-ft
0.00 k
0.00000 in
Moments... Shoars,.. Reac ons,..
Max + @ Centor 32.46 k-fr at 10.62 fi @ Lefr 4.67 k @ Lefl 4.67 k
Max - @ Cenler -0.00 k-n at 20.00 fr @ Right 6.91 k @ Right 6.91 k
@ Lefr cant o.oo k-ff .
Maximum 6'91 k
@ Right Cant 0.00 k-n Oeflectlons...
Maxlmum = 32.46 k-fi @ c€nt€r '0'549 ln at 1o'18ft
@ Lefr CanL 0.000 in at O.OO fi
@ Right Cant 0.000 tn at O.O0 fr
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PROJECT
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Dsgnn Richard
Doscrlptlon :
Scope :
DatE: 1:26PM, 25 JAN 02
I General lnformation
Csnter Span 10.00 n Moment of Inoftia 488.000 in4
Lefi Cantlever
Right Cantilever
ft Elastc Modulus
fi Beam End Fixity
1,900 ksi
Pin-Pln
Magnitude @ Left
Magnitude @ Right
DisL To Leff Side
DisL To Righl Side
0.040 tdfl
0.@0 Km
3.000 fr
7.000 fi
0.080 k/ft
0.080 k/ft
7.000 ff
10.000 n
k/n
k/fl
ft
fr
0.000 ft
0.00 k-ft
2.'t7 k
0.00000 in
Loft Cant 0.000 ft
0.00 k-fi
0.00 k
0.00(X)0 in
Rlghtcant 0.000 fl
0.00 k-fl
0.00 k
0.000fi) in
Rev SlGlO'l ffi#g="'"z.url*e'whar Single Span Beam Analysis
I Query Values
Cenler Locauon
Moment
Shear
Defleclion
Momenb... Shears... Reacllona...
Mar + @ Csntor 12.09 k-ff at 6.99 ft @ Lefr 2.17 k @ Left Z.1T k
Max - @ C€nter o.O0 k-ft at io.oo ft @ Right 4.15 k @ Right 4.15 k
@ Left Cant o.oo k-ft Maxlmum 4-15 k
@ Right Cant 0.00 k-ft Doflecdons...
Maxlmum . 12.0s k-n g:it*t {'1e0 in at 5'41 fi
@ L€fr CanL 0.000 in at 0.00fl
@ Right Cant 0.000 in at 0.00ft
F%u
these flve llnes, use the SETTINGS
ffi11ff1",i,":T["ils:ffip
dtle block lnformadon.
Date; 1:26PM, 25 JAN 02
RaY: 3l0l30l ffii#ffiij''!.:,.J'-,€€e.wn!a single span Beam Analysis
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tlsgnn Richard
DescrlpUon :
Scope :
Da!e: 1:36PM, 25JAN 02
I General Informatlon
Center Span 7.50 fi Moment of Inertia 1g9.800 in4
Leff Cantilever
Right Cantilgver
ft Elastlc Modulus
ft Beam End Fkity
't,800 ksi
Pin-Pin
Rfl: !ld|0n
wr.'".2r!dFr@.r4rh32 single span Beam Analysis -,_,***_._l^p""-"-]
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Magnitud6
Localion
Magnitude @ Right
DisL To Lef, Side
DisL To Right Side
2.170 k
3.000 ft
k
fr
k
ff
k
fl
k *
I I rapezotoat Loads
Magnitudg @ Lefr 0.390 kti
0.390 k/ft
ft
3.000 ft
0.600 k/n
3.000 f,
7.500 fl
kifl
It
fi
tdt
ft
n
0.000 fi
0.00 k-fi
3.05 k
0.00000 ln
L€ft Cant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
RlghtGant 0.000 fr
0.00 k-ft
0.00 k
0.00000 in
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Csnter Locatlon
Momenl
Shear
Deflection
Moments... Shears,,. Reacgons..,Max+@Center 7.39 k-fr at 3.Ol ft @ Left 3.05 k @ Left 3.05 k
Max - @ Centor -0.00 k-fi at 7.50 ft @ Right 2.99 k @ Right 2.99 k
@ Lefr canl o.oo k-fi Maximum 3'05 k
@ Right Canl 0.00 k-ft Deflecdons.,.
Maxlmum = 7.39 k-ft @ center -0'201 in at 3'67 fr
@ Len Cant. 0.000 in at 0.00 fi
@ Rlght Cant 0.000 in at 0.00 ff
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your tltle block informadon.
w"'...zrrur-1!6.n/h32 single span Beam Analysis
Dsgnn Richard
tlescrlpdon :
Scopo :
Dato: 1:36PM, 25 JAN 02 T
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Do8cripuon :
Scop€ :
Date: 11:53AM, 30 MAY 02
General Information
Cantef Span 10.00 ft Moment of Inertia 735.OOO in4
Leff Canlilever ft Elastic Modutus 2.000 ksi
Right Cantilover ff B€am End Fixity pin-pin
Magnitude
Location
Htffi;:n'3.22rl',.re@.mt!2 Single Span Beam AnalySiS
Magnitude @ Lefl
Magnitude @ Right
Dist. To Left Side
Dist. To Right Side
0.990 ufr
0.990 k/n
7.500 fi
10.000 ft
k/ft
Uff
ff
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Ufr
k/ft
fl
ft
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Center Locauon
Moment
Shear
Defleclion
0.000 fi
0.00 k-ft
2.60 k
0.00000 in
Left Cant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
Rlghtcant 0.000 ft
0.00 k-ft
0.00 k
0.00000 in
Momenb... Shears.., Reac{ons...
Max + @ C€nlar 17.24 k-ff at 7.49ft @ Left 2.60 k @ Lefi 2.60 k
Max - @ Center {.00 k-ft at 10.00 ft @ Right 8.14 k @ Right 8.14 k
@ Len cant o.oo k-ft Maximum 8.14 k
@ Right Cant 0.00 k-ft lleflec ons...
Maxfmum - 17.24 k-ft 9 :".""' {'164 in at 5'55 fl
@LeftCanL 0.000 in at 0.00ft
@ Right Cant 0.000 in at 0.00ft
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R3v 3lO!01 [f;sm#5'xz2'!*teeer'tn Single Span Beam Analysis
Datel ,| 1:534M. 30 MAY 02
Sketch & Diagram
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Prlnffng E Tltle Block tab, and eif
Grfteria
Dsgnn
Descdpuon :
Scopo :
Soil Data
Allow Soil Bearing = 2,000.0 psf
Equivalent Fluid Pressure MEthod
Ddor 10:01AM, 26 JAN 02
Reteined Height
Wall height above soil
Slopo Behind Wall
Hsight of Soil over To€
Soil Density
Wnd on Stem
Heel Active Pr$sure
To€ Adfue Prgssure
PassivE Pressure
Water height over hegl
Footingllsoil Fdction
Soil height to ignorB
for passlve pressure
Axial Dead Load
Axial Live Load
fc = 3,000 psi Fy
Min. As % =ToevMdth =
Heel Wdth =
Total Footing Widtf =
Footing Thickness
Key Width
Key Oepth
Key Distance ftom Toe =
Covet@ Top = 3.00 in
Axial Load Eccentrlcity =
= 60,000 psi
0.0012
.t..t7 fr
1.83
--_TJtr
10.00 in
0.00 ln
0.00 in
0.00 fl
@ Btsn.= 3.00 in
0.0 in
5.00 ft
0.00 fr
0.00: 1
0.00 in
110.00 pct
0.0 psf
30.0
30.0
250.0
0.0 fr
0.300
0.00 in
240.0 lbs
480.0 lbs
Axlal Load Applled to Stem
Results
Solid Grouling
Special Inspection =
Modular Ratio 'n'
r Stem Gonstruction E Top stsm @ Stem OK Total Bearing Load = 2,379 tbs Destgn trelght fi = "*ij.bb
...resultant ecc. = 0.80 in Watt MaterialAbove 'Ht" = Concrste
sj,F"i*,lE8H:, : ,ilif;iSr $#$*_ : iil:
soit phssure Less Than Alor,vabti- ^l_".qT
Pla^ced al = centet
4gllacto,ed@Ioe = i'2I[*: "ffinJlfi?r" = .*,ACI Factored @ Heel = 940 psf :::-;--'-:- ^ ^ ..
loss 1(n7o Friclion Force= - 569.5 lbs Masonry
Addgd Forco Rsq'd = O.O lbs OK :T ryl:trs ....for 1.5 : 1 Sta'bility = 90.2 tbs NG ::,,. ^.^...,--
psr:
Foodnssheer@roe = :::r::g ;""Hi.i:ffi*- f;: ',lll.i Fo;tins€hear@ Heer = ll ? lli o* iil,ili....eno**p = 2.321.s
Wa' Stabllltv Rados ww ' Pd' Shear....3c1ual psi= 13.3
Oveftuming' = g12 OK Shear....Allowable Psl = 93.1 Sliding = 1.29 Ratio < 1.51 Bar Develop ABOVE Ht. in = 17.ff)
Slldlng Calcs (Vertical Component UseO Bar Lap/Hook BELOW Ht. in = 6.00
Lateral Sliding Force = 500.0 lbs Wallweight = 96.7
loss 100% Passive Force - 86.8 lbs RebarDepth 'd' in= 4.OO
To€ Hsel ShorlTem Factor
Factored Pressure = 1,?27 940 psf Equiv. Solid Thick
Mu' : Upward - 811 __g !{ -Misonry Btock Typo = Medium Weight Mu': Dowrnvard = 120 956 ft+ Concretd Data
Mu: Design = 694 956 fl+ fc psi= 3,000.0
Adual l-Way Shear : 8.23 17.59 psi Fy psi= 60,000.0
Allow 1-Way Shear = 93.11 .. 93.11 psi 61hsr Accoptabts Stzes & Spactngg Toe.Reintorcing = None Spec'd Toe: Noi reqd, Mu < S i Fr ''
Heel Reinforcing = None Spec,l Heel: Not re{.d, Mu < S . Fr
Key Reinlorcing = None Spec'd Key: No keydefined
R6!: 6tqGl
t !3i: N[t @3508. V6' t,1 .q z.Jut't Fg. WhSl Cantilevered Retaining Wall Design
F/+
.|.50
1.50
992.5
-2.9
1.94
0.28
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Dsgnn
Deacrlpdon :
Date: 10:01AM, 26 JAN 02
tltle block Informaton.
Descriptlon
Heel Adive Prsssure
Toe Adive Ptessure
Surcharge Ovar Toe =
Ad,iacent Footing Load
AddEd Lateral Load
Load @ Stem Above Soil =
Seismicload
Soil OvEr Heel
Sloped Soil Over Heel
Surcharge OverHgel =
Adjacent Footing Load
Axial Dead Load on Stem=
Soil Over Toe
Surcfiarge Over Toe
Stem Weight(s)
Eatth @ St€m Transitions -
Footing Weighl
Key Weight
Verl. Component
1.50
3.00 480.6
Total -1,898.4 lbs R.M.=3,6n.5
1,il7.3
360.8
726.6
JOZ.J
Total = 500.0 O,T.M. = 989.6
Reslsdng/Overtumlng Ratlo = 3.72
, Verucal Loads ussd for Soil Pressure = 2,378.4 lbs
Vertical componont of adive pressure used for soil pressure
240.0
483.3
375.0
160.2
R6|: gl0:B
[rr!r: Krt{8(t35@. v€r it.3, 22.Jur.!900, wn32
Id r8&99t ENERC4LC Cantilevered Retaining Wall Design
l Sumary of O""rtutnin l .....oVEETURN|NG..... .....RESIST|NG.....Forcs Dtstance luoment rorcii-'-'--'otiriiiiii' Moment ItEm _lbs ft ft+ tbs ft fri#
510.4
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TOWN.OF VAIL FIRE DEPARTMEN
75.S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213s
OWNER GAIJBREATH, iIAMES H.
14 VIIJLAGE RD
ENGIJEWOOD CO
I011_0
License:
CONTRACTOR D.P. EI,ECTRIC
P.O. BOX 711
EDWAXDS, CO 8]-632
License; 654-5
APPLIEANT D.P. EIJECTRIC
P.O. BOX 711
EDWARDS, CO A\532
License: 554-S
Desciption: INSTALL FIRE ALARM SYSTEM
Valuation: $3,500.00
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Electrical--*-->
DRB Fe+---->
lnvestigation-->
wi cslt-->
TOTAL FEES->
Approvals:ITeM: 05600 FIRE DEPARTMENT
03/05/2003 mvaughan
EO
ALARMPERMIT
Job Address: 4445 GLEN FALLS LN VAIL
Location.....: 4445 GLEN FALLS LANE
Parcef No...: 210112313004
ProjectNo : eftTOA-OOS-O
02/27 /2003
Permit #: ,4.03-0005
13c?48o
Status...: ISSUED
Applied. . : 02/27/2003
Issued. . : 03/14/2003
Expires. .: 0911012003
Phone:
02/27 /2oo3 Phone: 97O-926-41-40
02/27 /2003 Phone: 970-926-4L40
FEE SUMMARY +*****+*****,r***,r'l***r.**:l*'r.'r:****.r.1***'l****'******++:r'l:irr,t++*:i:r
$75.00
$55 - 00
$130.00
$130.00
$0.00
Action: DN olans are insufficiant. need to contrastin,
determine detector 1o
$72.00
50. 00
$o. oo
$3.00
$7s.00
Total Calculated Fees->
Additional Fees---->
Total Permit Fee----->
Pa)trnents--------->
BALANCE DUE__>
* *'l'lt * ** * * rt *'lr ***t* * t'l * | * * t* * | | *l* | tt | | | | | 'l * | * *+a* **l | * *
separate out data and device placement.
03/o7 /2oo3 mvaughan Action: AP field inspections to
completed residential preplan info sheet required at final .
heat detectors required for crawl space.
CONDITIONS OF APPROVAL
* +:t:l)***** **'|.'l* tt.llt'l't,lt * * *
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.
BX-D{ADE TWENTY-FOUR HOURS lN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM - 5 PM.
****** ********t ,t**,i*** {. **** *,}*+ +,}++**{.*********++*********** ** ******** * +***** ****** + ++*****+
TOWN OF VAIL, COLORADOCopy Reprinted on 03-14-2003 at 15:34:06 03/1412003
Statement ****t********* **** * * * 't * * * * * 'l* * * + * * + * + + +* *+********'** * ********** **** ***'fr**** *** ********+*****
Statement Number: R030003705 Amount: $130.00 03/L4/2OO3O3:30 pM
Pa)rment. Method: Cash Init: LC
Notsation: cash from Dave
Peter6on
Permit No: A03-0005 T)T)e: AL,ARM PERMIT
Parcel No: 2]-Ot]-2313O04
Site Address: 4445 GLEN FAI-,IrS LN VAIL,
Location: 4445 GI,EN FAIJI.,S I,ANE
Total Fee6: $130.00
This Palment: $130.00 Total AI,IJ Pmtss: $130.00
Balance: 50.00
* * * f * f * * * * * 'i * * * + * * + * * * * * * * * 'l * * * * * * * + + * * * + * * * * * * * * * * * * * ** * * ** * * * ******* * ****,i****** ** * **** * **
ACCOI,JNT ITEM LIST:
Account Code Description Current Pmts
CL OO1OOOO3123OOO CONTMCTOR LICENSES
EP OO1OOOO31114OO TEI'4POMRY POI^]ER PERMITS
|^jC 00100003112800 IIILL CALL ]NSPECTION FEE
55 .00
72.00
3.00
f+* * **f f+ *:i* 'l + 't**tt | * '|* * * *** + + *+t *****+++ +++ +* + ** **** ** * +* *at+* t*** * * **t ** ** + + + * *+a+*a*tt* **
TOWN OF VAIL, COLORADOCopy Reprinted on 03-14-2003 st 15:32:35 0311412003
Stat€m€rlt
*'l' t * ** t ** * * * *** **++ + * {' * * ***+ +*+++ + +* *+*+* * * * +* * ** *** * *+ *+****tft t** t,l * *t **** ** * * ++*++tt+* * '}*
statement Nuriber: R030003705 Amount; $130.00 03/L4/2OO3o3:30 pM
Pa)men! Method: Cash Init: LC
NotatioB: cash from Dave
Peterson
Permit No: A03-0005 ?ype: ALARM PERMTT
Parcel No: 210112313 0 04
Site Address: 4445 GLEN FAL,LS L.N VAIL,
L,ocatsion: 4445 GL,BiI FAIIJS LAIIE
Tota.I Fees: 5130.00
lhis Payment: $130.00 Total ALL Prnts: 9130.00
Bal,ance: $0.00
** * * *** ** * * * * ** *++ ** * ** ** **** * * ++ +* ++++++++ + + + ++ +++ + +* f* + * ********* * * **** * ** {. ** *t**aaa** * * r}*
ACCOT]NT ITEM LIST:
Account Code Description Current Pmts
cL 00100003123000 C0NTMCT0R LTCENSES
EP 00100003111400 TEMPOMRY P0l'lER PERMITS
I.IC OOIOOOO31128O(] WILL CALL INSPECTION FEE
55.00
72.00
3. 00
o
EVELOPMENT TO\^AIOF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
EPARTMENT OF COMMUMTY D
NOTE: THIS PERMT MUST BE POSTED ON IOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E02-0123
Job Address: 4445 GLEN FALIS LN VAIL Status . . . : ISSUED
Location.....: 4445 GLEN FALLS LANE Applied . . : 07/10/2002
ParcelNo...: 210712313004 Issued. .: 08/22/2002 ProjectNo: Expires. .: 02/18/2003
OWNER GAI-,BREATH, iTAMES H. O7/LO/2OO2 PhONE:
14 VIIJIJAGE RD
ENGLEI{OOD CO
8 0110
License;
CoNIRACTOR D.P. ELECTRTC o7/LO/2002 phone: 970-926-4L40
P.O. BOX 71L
EDWARDS, CO
81_632
L,icense: 119-E
APPLICAIflI D.P. EIJECTRIC 07/tO/20O2 phone: 9'70-926-4L40
P.O. BOX 711
EDWAPJS, CO
8L632
I-,icense : 1-1-9 -E
Desciption: TEMPPOWER
Valuation: $500.00
FEE SUMMARY
DRB Fee_->
Investigation->
Will Call-_->
Elech.ical_> g5o. oo
$0. 00
$0.o0
$3.00
TOTALFEES-> Ss3. oo
Total Calculated Fees-> $53 . 00
Additional Fees-->$0. 00
Total permit Fee___> 953 .00
Payments-----> $53 - 00
BALANCE DUE_> S0.00
Approvals:fEetn: 06000 EITECTRICAL DEPARTMEIflI
07/t0/20o2 DF Action: AP
Item: 05500 FIRE DEPARTMENT
CONDITIONS OF APPROVAL Cond: 12
(SLOC.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAI\ICE.
DECLARATIONS
I hereby acknowledge that I have read this applicatiorL 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 zoninp
and subdivision codes, design r"#aoo.oved, Uniform Building Code
thereto.
o
and other
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
REpUESTS FoR INSnECTIoN SHALL BE MADE TWENTy-roun Hou6 trlhDVANcE By
PM.
ordinances of the Town applicable
AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
*,r **** ** * * {r * * * * * * * * + * * * ** *** * * * * * * * * * * * 'tt * 't ++**+**** ****** **************t *++**+*** *** * **** * *d.
TOWN OF VAIL, COI.ORADOCopy Reprinted on 08-22-2002 at 16:57:06 0&/22\ZOO2
Statement
** * * * * * * * * * * * * * * * * **** * ********** * * * * ++ + + + * * * * * * * * * * * * * * * ***:*** **** **** **** *++* ** ******** * **
Statement Number: R000002707 Amount: 953.00 07/LO12OO2O2:14 pM
Pa)rment Method: Check IniL: DF
Notation: DAVE PETERSON
ELECT # 213 76
Permit No: EO2-0L23 Type: ELECTRICAL PERMTT
Parcel No: 2IOL723L3O04
Site Address: 4445 GLEN FAIITS IJN VAIIJ
L,ocati.on: 4445 GLEN FAIJI_,S L,ANE
Tota.L Fees: $53 . 00
This Payment.: $53.00 Total AtL pmts: $53.00
Balance: 90.00
* * * * * * * * * * * *:l * * * *** ****** +*+** +**+++*** ******* ******* ***** *** **** ****** +,i***+++** **** *******
ACCOUNT ITEM LIST:
Account Code DescriDtion Current Pmts
EP 00100003111400 TE|'|POMRY P0I^1ER PERMITS
|4lC OO1OOOO3112BOO hJILL CALL INSPECTION FEE
50.00
3.00
t o o
Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-6.
Overhead services are not allowed in the Town of Vail.o
o
tr
n
o
o
Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect
switch and to the first electricai distribution circuit breaker panel.
The main disconnect switch shall be located next to the meter on the exterior wall of the structure easilv
accessible.
All underground conduits are required to be inspected before back-filling the trench.
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
walls and spaces are accepted.
NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories.
No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail,
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and verify that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.
If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is required,
s If this permit is for a commercial space, two (2) sets of stamped drawings are required.
I hanre read and understand the above.7, 'z-srgnature Date Signed
If you have any questions regarding the above information or have additional questions,
pfease contact the Town of Vail Electrical Inspector at97O-479-2L47. The inspector can be
reached on Tuesday, Thursday and Friday mornings between the hours of 8am and 9am. You
may also leave a voice mail and the inspector will callyou back.
Signature
o
HOW DID WE RATE W|TH YOU?
Town of Vail Survey
Cornm u nity Development D epartment Russell Forresl Directol
(970) 47s.213s
Check allthat applies.
1. Which Deparfnent(s)did you contact?
Building _ Environmental_ Housing Admin
Planning DRB rtrL
2. Was your initial contact wiih our stafiimmediate slow nr
no one avaiiable
3. lf you were required to wafl how long was ii before you were
heiped?
6.
7.
R
i .'.Was your projecl reviewed on a timely basis? Yes / No
lf no, why not?
Was this your first time to file a DRB app_ PEC app
Bldg Permit N/A
Please rate the performance of the stafi person who assisted you:
54321Name:
(knowledge; responsiveness, avaiiability)
Overail efiectiveness of $e Front Service Counter. 5 4 3 2
What is the best time of day for you to use the Front Service
Counter?
9. Any commenls you have which would ailow us to better serve you
next time?
Thank you for taking the time to complete this survey. We are
committed b improving our service.
*'N.* *++*+ *++* **** ** ******** **'t** *****
t * *** * *++** * *** *** *** * *** * *** *** ** **
* *:f ** *** +* **+* ******
TOWNOFVAIL. COLORADO
Statement
* * *** * * **++ * * ** * ** ++* *+*+* ** *** *****
'1.**** ***** * * ** * *+*** ** +** *****+*+**+
*{.*,Nr *'t ** *'t **'}*+ *+*+*
Statement Number : R000 0027 07
Amount : $53 . 0007/10 / 200202 tL4
PM
Pa).ment Method: Check
Init: DF
zL5 lo
Permit No: E02 - 0123
T]4)e :
ELECTRICAI PERMIT
Parcel- No: 210112 313 0 04
site Addresa :
4445 GI,EN FAIJLS IJN VAIIJ
Location:
4445 GLEN FALLS IJAI\rE
Total- Fees:
$53.00
This Pa)ment: $53.00Tota1
ALL, Pmts: $53 . 00
Balance:
$0.00
* 'N.,t'1. *** *! * 'N.d.'t** **** ** * ***** * * *** {.* ** *
* *.** **** * ***** *r*** ** * **,i*+ **** * 'i* ** *
* * * **+ * * * + *+** *+** **
ACCOUNT ITEM LIST:
Account Code
Descri pti on
Current Pmts
NotaIj.on: DAVE PETERSON EI,ECT #
EP 00100003i11400 ]E|4P0RARY
POl^iER PTRMITS
50.00
l4/C 00100003112800 l,,llLL CALL
]NSPECT]ON FEE
3.00
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
970-479-2138
Location.....: 4445 glen falls In
Parcel No...: 210112313004
ProjectNo : ?(jc>{ -t;c :,.(;
OWNER GAIJBREATH, ,JAMES H.
14 VII,IJAGE RD
ENGIJEWOOD CO
I0110
License:
EONTRACTOR D.P. ELEETRIC
P.O. BOX 711
EDWAFJS, CO
41632
License: l-L9 -E
APPI,ICANT D. P. EI-,ECTRIC
o?o*rrr"T oF coMMUNrrv opvs'tpNr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICALPERMIT Permit #: 802-0184-
_
Bo.< -o txu'
Job Address: 4445 CLEN FALLS LN VAIL Status...: ISSUED
Applied..: 09/12/2002
lssued. . : 09/17/2002
Expires . .: 0311612003
09/L2/2oo2 Phone:
09/L2/2002 Phone: 970-926-4740
09/L2/2oo2 Phone: 970-926-4L4o
P.O. BOX 711
EDWARDS. CO
41632
License: l-19 -E
Desciption: electrical work for new home
Valuation: $600,000.00
Electrical-------> $1.7?.00 Total Calculated Fees-> $1"80.00
DRB Fcc-----> $0, 00 Additional Fees-----> $0 . 00
. lnvestigation--> S0. 00 Tolal Pcrmit Fee--------> S:-80 . 00
Will(:all-----> $3.00 Paymcnts-------------> 9180.00
'lo l'Ar t
juLs-> s180.00 BAI,ANCE t uF.---..> s0.00
:i.It*++||*|'t++*+++
Approvals:Item: 05000 ELECTRICAL DEPARTMEI{:r
O9/12/2oO2 df Action: AP
Item: 05500 FIRE DEPARTMENT
' '| *r.r** t*{t+ +,t * 1f
CONDITIONS OF APPROVAL Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.
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.
o
AT 479-2149 0R AT
OF OWNER OR CONTRACT
REQUESTS FOR INSPECTION SHALL BE MADE .FOUR HOURS IN ADV
o
TWENTY
HIMSELF AND OWNET
'* * * * * * * * * * * * * !t ti ** **+******** ********** ****** *:I ** * * * * * * * * * + * + * * + * * + + * + + + + + * + * * * **************
TOWN OF VAIL, COLORADO Sratemenr
*** * ******* * +********* * **{.* ******** ** ********** ************+*+ * * **t+* ***++*** *** ****** **** * *
Statement Number: R000003109 Anount: $180.00 09/1,7 /200204:06 pM
Payment Method I Check Tnit.: DDG
Notation: Dave Peterson
21-501
Permit. No: 802-0184 TIG)e: ELECTRICAL PERMIT
Parcel No: 2101123 L3 0 04
Site Address: 4445 GI.,EN FAILS LN VAIL
L,ocation: 4445 qlen f al-l-s ln
Total Fees: Sl-80.00
This Pa)ment: $180.00 Total ALL Pmts: $180.00
Balance: $0.00
* **** ***** * * * 'l * * * * * * * * * * + * * * *********,* l.** *:t * * * * * * * * * * * * * t! * +*tt*lt * * * * * * * * * + * + * * *,1. * ****+*+* ** **
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
EP OO1OOOO31114OO TEI'IPORARY POWER PERMTTS
t^JC 00100003112800 |,lILL CALL INSPECTION FEE
r77 .00
3.00
ffi#[RUNSIGNED ilfliffi#"ffi
Efectrical Permit #z Et:)- r>r)\
97 O- 47 9 - 2149 (Inspections)
APPTICATIO
TVWNAPVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
Electrical Contractor:Town of Vail Reg. No.:Contact and Phone #'s:
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $
Contact Assessos Office at 97O-328-864O or visit for Parcel #
Parcel #
) t (' t Zc'ttlo
WorkClass: Newffi Addition( ) Remodel ( ) Repair( ) TempPower( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )WorkType: Interior( ) Exterior( ) Both
Type of Bldg.: Single{amily @() ouptex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
for a hot tub: Yes ( ) No
Does a Fire Sprinkler System Exist: Yes ( ) No Does a Fire Alarm Exist: Yes ( ) No
***r.********************r<***t(**********FOR OFFICE USE ONLY**************t **********************
Other Fees:Date Received:
DRB FeesI Acceoted Bv:
Planner Siqn-off:
\\Vail\data\cdcv\FORMS\PERMITS\ELECPERM. DOC 0'7126/2002
^ ^ -t!.,-,.} q f\!Y t. G
t.} F o'""J'
.6ta a a lfl dt'i'q '1 .r '[trt{u
E i i'r' i B ll.; { i {rtt: t-J C rL,
fr i..
ta I I'ut
t*rr'
s
TOWNOF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Jo*rr"*T oF coMMLrNrrt ouurrt"*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M03-0004
3ol' -6 tko
Job Address: 4445 GLEN FALLS LN VAIL Status . . . : ISSUED
Location.....: 4445 Glen Falls Lane Applied . . : 0l/0812003
ParcelNo...: 210112313004 Issued. . : 0l/1312003
ProjectNo ' TA3OZ. -oo5o Expires. .: 07/1212003
OUINER GALBREAII{, iIAMES H. OL/O8/20O3 PhONE:
]-4 VTIJITAGE RD
ENGIJEWOOD CO
I0110
L,icense:
CONTRACTOR SIITTON INSInATING WEST, INC. OL/08/2OO3 Phone: 970-945-13L3
5398 CR 154 #1
GIJENWOOD SPRINGS, CO
81501
License : 279-M
APPIJTCAIIT SUTTON INSIILATING WEST, INC. 0L/08/2003 phone: 970-945-1313
5398 CR 154 #1
GI.,ENWOOD SPRINGS, CO
81601
License: 219 -M
Desciption: install ng fireplaces and logset with flues
Valuation: $6,415.00
FireDlace Information: Restdcted: Y # ofGas Appliances: 0 # ofGas logs: 0 # of Wood Pellet: 0
$0 - 00 Total Calculated Fees--> $178 . 00 Mechanical--> $140.00 R€stuarant Plan R€view->
Plan Check-->
InYestigation->
Will Call--->s3.00
'l++l++ +'|'tll* **:l't *** **tl|** * * *** *'l | *!|** | | * | li'l a'lt a I'l I *r
IIEM: O51OO BUIIJDING DEPARTMENT
ot/o8/2oo3 df
Item: 05500 FIRE DEPARTMEI{m
S35. 00 DRB Fee---------->
$0 . 00 TOTAI FEES--------> $178 . 00 Total Permit Fee-----> $1?8 . 00
Pa],rnents-------_--> S178.00
S0.00 AdditionalFees----->
BALANCE DUE.------>
$0. 00
90.00
Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.): COMBUSTIONAIR IS REQUIRED PER SEC. 70L OF THE 1997 VMC' OR SECTION
701 0F THE 1997 rMC.
Cond:23
(BI-,DG. ) : INSTAL,LATION MUST CONFORM TO I,IAUUFACTURES INSTRUCTIONS AIiID TO CHAPTER
10 OF THE 1997 TJMC. CHAPTER 10 OF THE 1997 IMC.
Cond: 25
(Br.DG. ) : GAS APPLTANCES ttta BE vENTED AccoRDTNc ro cHAFtF. I AND sHArrrr
TERMINATE AS SPECIFIED IN SEC.8O5 OF THE 199? I]MC, OR CHAPTER 8 OF THE 1997 IMC.
Cond: 29
(BI-,DG.): ACCESS TO HEATING EQUIPMENI MUST COMPLy WITH CHAPTER 3 AIID SEC.1O17 OF
TTIE 7-997 I]MC AND CHAPTER 3 OF THE 1.997 IMC.
Cond: 3L
(BL,DG.): BOILERS SITAIJI-, BE MOInflfED ON FL,OORS OF NONCOMBUSTIBIJE CONST. ITNLESS
IJISTED FOR MOUIITING ON COMBUSTTBLE FLOORING.
Cond: 32
(BL,DG. ) : PERMIT, PITANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO A}T INSPECTION REQI'EST.
Cond: 30
(BIJDG.): DRAINAGE OF MECIIAIITCAL ROOMS CONfAINfNc I{EATING OR HOT-WATER SUPPLY
BOIIJERS SI{AL,L BE EQUIPPED WITH A FLOOR DRAIN PER SEC. LO22 OF THE 1997 I]MC, OR
SECTION 1004.5 0F THE 1997 rMC.
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 of the Town applicable thereto.
REQUESTS FOR INSPECTION SHAIL BE MADE TWENTY-FOUR HOURS IN OFFICE FROM 8:00 AM - 4 PM.
SICNA HIMSELFAND OWNEF
+**** **+++**f**+** ******+ ***** * * * * * + * + + * * * + * * + * * * * * + + * + * * * + * * * * * *:i * * + + ** + * t +***{.*+** t++++***
TOWN OF VAIL, COLORADO Statement
* *** ********* *,t*'*********** ************ * ** * *** * * *** * *+ ****+* * * * *** *******,1**** **** * * * * * * | + +*
Statement Number: R030003603 Amount: g1?8.00 OL/t3/20O3r2:56 pM
Pa)menE Method: Check Init: LC
Notation: #1515/.leremy
I-,oDez
Permit No: M03-0004 Tlt)e: MECIANICA! PERMIT
ParceL No: 210112313 0 04
Site Addres6: 4445 GLEN FAIJLS LN VAIL
Location: 4445 clen Fa1ls Lane
Total Fees: $178.00 This Pa)rment.: $178.00 TotaL ALL pnts: $1?8.00
Balance: S0.00
+**+******************************+*****,1.****t****+*+****************'t *,N.++******* ******+* * **
ACCOUNT TTEM LIST:
Account Code DescriDtion Current Pmts
I4P OO1OOOO31113OO MECHANICAL PERMIT FEES 14O.OO
PF OO1OOOO31123OO PLAN CHECK FEES 35.00
i^lc 00100003112800 l,'llll CALL INSPECTION FEE 3.00
FAr 1S709458888 0L/08/2003 WED 09:18 INSULATING 0 oor
mmlwwn
75 S. F|prbge Rd.
Vailr Golondo E1657
OR
ProJect #!
Building Permlt
Mechaniel Fermit#:
97 O- 47 9-2149 (Inspedions)
to includer
of tor
Parce{ # (Requlrdif'nobldg. permit # iqeroyidcd abova)
lob Nanre:'o'W?{ clenturk Ln
Legal Descrlpdon. I Lot:Bloc*r I n[ng:'Subdivision:
pfioneI
Engineer: llnddrcss:Phone:
"^,L l^oss-Lr,, :{-L Fl, eg
WorkClass: Ngl(I) Mdldon( ) Aleraton( ) Repair( ) ottrer( )
Boiler Location: Inbrior ( ) Bbrior ( ) O$er (: );Does an EFIU edst at thb location: Yes ( ) No ( )
rl
haetrdevie? Yes( ) No( )
s
I n o
{
-+€
4 .<)
g
(rt
@i.IPIETE VALUATION FOR MECHANICAL PERJTIIT (lAbOT & MAETiAtrS)
***********t *****]****************tt*****d3**:lr*1.t3:1.:f :r
o t
oL/0&/zoot WED 09:23 FAX 19709466E88 SUTTON INSUI.ATING WEST @ oos
REtAcEs DIRECT VENT GAS
Cast lron Face Surround and Mantel Dimensions
for 36" and 39" Malestic Fircplaces
sloE vErY
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3?rir'/846mrn : :1:::i:::T '- #;iff*'33'/0il8rrm I li,F r'r"r-.i_ L Z r,.. i ie?rrn
af /e1,r{1t" I '"3r16[],i" M 1os/r./27:td',z1'l533llln i" r?"i.iEii,_ N 1G erd /42sn'r'
il-::-l-,l| lr- -----lil t !ilt illt r-A-{i I ll lll I T-----'-1 tlll- rilt L / \
":-.-l.-r-:'-I l.- .-J _' L- B -----------.8
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i T-7_ PJ \I ; I__
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'ro',1016mn E 9f-'.9il;T,. '- ;llf;l$?"f:{l9I'T Il:lf.,.ro" Lala'/ellmm /8'l tO€2 mrn rt rrr Uc ;i,il,'dil. i:l'i,l.,l#f,. il l3lfi'flf,Xlf
a s7 iN,,/ 946..,r E 84 v.'/ ETonui J 251r"/64'lr n
B:::]',Iiil [ l'#;iffi iil:iifi"U ; ;i'iiliH i gn:l*m $ lgii;T'*
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"_gr. ot/!6_-
uaM@@ffi@
VERt\,tQNT
dadhiVlr
Vermont Castings, Majestic Froducts
410 Adminl Blvd.
Mi;sissauEa, ont L5T 2N6
nl FtoA\ Orc-nn wr,rnv-mejestlcproduds-com
fa:L gOll 565-4ff]0 wr,nv.Yltmontrditjn6s.com
Fo;thc loauon of $e ne rst dcrlcr c{ll 1-soo-227'8683
In lhE int6€1 o! consE lt prcdust imPrevcmentg, w€ rB€arw thc lbm lo ohsnF sPocitlctdons
"iiii ri *l;. g"b- loiottalona. ptease nea hsrattation h$ruodon8 8nd chgck all local
iJt'iis a.lgrrrlJc* lesulauo;' @N P8tsnb; 1 284 ztc, I 284 766'1 2u767'1M
ags. U.S. Pabnts: a aoB 24Ot 4 66 241' 4 gg 27,
6un vennrorli cesrlilos, lt AJEsTtc PRogucts DEALER
Srifron lnsulating West
5398 CtY Rd 154 #1
clenvrood Spings CO S1601
106.0:t3'
0L/08/200c nED 00:23 FA-X 1S?09466688 SIJTTON INSULITING nEsT @oor Our
MAIESTIC"efileplaaas g
SUPERHEARTH WOOD
To create a totally authentic. custom-buih masonry aPPearance
the SuperHearth Serles woodburnlng ffreplaces are th€ perfect
solutlon- With one of the most expansive hearth areas ln the
industry, the SHR35 has an openlng of 36"W x24"H, while the
SttR+jhas an opening of42"W x 24"H- The largest model,
the SHR48 measures 48"W x 28Vi'H'Yet, despite their size the
SuperHearth Seiles fireplaces can be Installed quickly.and easily
because of ftoir zero clearance design. Plus, they are fully Insulate{
to reduce outside air infiltration and lmprove heating efflcjency.
Stendard Featul66
. Totally refractory-lined flrebox: Sides and back are lined with
a realistic herringbone firebrick Pattern imprlnt for beauty and
durabllity. Hearth is llned with a clas3ic brick pattern for easy
ash removal.
. Tapered Firebox Sides assurc greater rellection of radlant heat'
o Clean Sunound Face permiE flush f nishing around the firebox
for a traditional appelrrence.
e Fully Insula*ed Construction helps lmprove home efflclency by
reducing outslde air infiltration.
' Eullt-ln Flue Damper reduces home heat loss when lireplare is
not in use.
r Basket Grate atlows adquate combusbon air b forrr under the fuel'
I Qas Llne Access has knockout on both sides of firebrick for
optional gas applications.
. Underwriters' Laboratories Listed and Tested fot Safety'
. Limited Warranty and 30-Year Protectlon Plan assure quality
and dependabilitY.
opuonal Accessoties
. Tempered Bi-Fold Glass Doors are simple to install and oPerate,
Cives a great view of the fire while teducing heat loss.
. AK'MST outside Kit provides a constant flow of fresh air to
the fire box for tightly sealed homes.
. Majestic Fireplace Mantels are available h a vadeV of materials
and come p(e'cut for fast, easy lnstallation-
Simple, Economio.l ChlmneY System
The SuperHearth Series is designed to utilize our 1 1CF double
wall chimney system !o keep instaltation simple and economical.
No tools of fasteners are needed for this snap'lock pipe section
and elbow system. The 13%" sllm outer wall construdion
utllizes the traditional 17111' x171/2" cF/lllng oPenint.
BURNING FIREPTACES
ffitt
F ryrl Or5alrr O {
h lha morcsr gl cordhnt ltodu0t ltl 9vrmq|E' t't. tlrcdt tha lilhtt0 dl|Ilm lpScliltndntn
iiiitliii iioiia, gl'r. t'iqitiuoiri, -ptxsa ieaa tncwqtior tnrtlcdonr atrd oh.or dl loc.l
Buildine Cods3 atltl Oa5 htgqlltiurrs.
Verrnont Castiugs, Maiestic Products
410 A'imhrl ghd.
Mdt!|ugq OnL |JT 2 5
tcl, Itotr on-fm
FrE tCO!) 6t6.4@
suthn lrEulditEwesr
SggB CtYRd 1s l|'t
Glenrood Sprlngs CO El6o1 riwfi{rrucptDductsJo,D
t|fit ronronlcatdn5r.lor|r
m6-0r09 0s/02
TOWN OF VAIL
75 S. FRONTAoEROAD
VAIL, CO 81657
970-479-2t38
o?o*r"r r oF coMMUNrrY DEVELilT*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M03-0135
3r'e otlo
Job Address: 4445 GLEN FALLS LN VAIL Status . . . : ISSUED
Location.....: 4445 GLEN FALLS LANE Applied . . : 08/01/2003
Parcel No...: 210112313004 lssued. . : 08/01/2003
ProjectNo ' T RSce _ocro Expires. .: 01/2812004
o9tNER GA]_,BREATH, JAMES H. 08/0L/2O03 phone:
14 VIIJITAGE RD
ENGI,EWOOD EO
80110
License:
CONTRACTOR HEARTH EXCHANGE, INC. (THE) 08/01/2003 Phone: 970-827-9623
P.O BOX 670
MIlilfttRN, co
81645
License : L74-Nl
APPL,ICANT HEARTH EXCHANGE, INC. (THE) 08/01/2003 Phone: 97O-827-9623
P.O BOX 670
MINTURN, CO
8164 5
License : L74-M
Desciption: INSTALLATION OF A GAS LOG SET IN AND OUT DOOR FIREPOT
Valuation: S 1.926.00
FireDlace lnformation: Restricicd: Y # ofGas Applianccs: 0 # ofGas Logs: 0 # of Wood Pellet: 0
S0.00 TotalCalculat€dFees-->
So. oo Additional Fees----->
$53.00 Total Permit Fee------>
PaYmcnts.--.----;'
BALANC! DUE-->
*** 't * 't*1+++ +:l,l t + +
Item: 05100 BUILDING DEPARTMEI{r
o8/0l/2oo3 DF Action: AP
ftem: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPITIAI{CE.
Cond z 22
(BL,DG.): COMBUSTION AIR IS REQUIRED PER SEe. 701 OF THE L997 Ul,lC, OR SECTION
701 0F THE 1_997 rMC.
Cond: 23
(BLDG.): INSTALLTATION MUST CONFORM TO MANUFACTITRES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1997 I'MC, CIAPTER 10 OF THE ]"997 TMC.
Cond: 25
Mechanical--->
Plan Check--->
lnvestigatiOn->
Will Call--->
$s3.00
$0.00
$s3.00
ss3.0o
s0.00
$40.00 R€stuarant Plan Review->
$10. 00 DRB Fce----------->
$o . o0 TOTA|. FELS---------->
$3.00
(BLDG.): GAS APPI,,TANcEs ,tllBE vENTED AceoRDTNG To CHAPIIR 8 AND sHAIJI-.
TERMINATE AS SPECTFIED IN SEC.8O6 OF THE 1997 I'I!{C, OR CIIAPTER 8 OF THE L997 T}fiC.
Cond: 29
(BL,DG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.t"Oj.? OF
T,IE 1997 I]MC AND CHAPTER 3 OF THE 1997 IMC.
Cond: 3L
(BLDG.): BOILERS SHAITIJ BE MOITNTED ON FLOORS OF NONCOMBUSTIBIJE CONST . UNITESS
I,ISTED FOR MOUNTING ON COMBUSTIBIJE FI.,@RING.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE ANAIJYSIS MUST BE POSTED IN MEEHANICAI., ROOM PRTOR
TO AN TNSPECTTON REOLEST.
Cond: 30
(BL,DG. ) : DRATNAGE Of MECHANICAI-, ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY
BOfIJERS SHAIJL, BE EQU]PPED WITH A FIJOOR DRArN PER SEC. LO22 OF TIIE 1997 tMC, OR
sEcTroN 1004.6 0F THE L997 rMC.
+ittlt+tttll*:lla't
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 atl
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OR CONTMCTOR FOR HIMSELF AND OWNEF
*+ ***'l*****+'l ** f * * * i + * * * * ** *t + * * * * * * * * ++ * * * ** +* * + +* * * ** * * * +* * * ** * + * * + +* * * * f,+ *+ + * * * * * * * ** * t **
TOWNOFVAIL. COLORADO Statement
+ + * ** * * * * + + + * * * * * * * + + * * * * *** * +* * * ** * * * t* * * * * * *
'+
* * +*f ******+* * **!t*'l**+++*:|* i***+ + +* ** t * i* +t * *
Stat.emenE Number: R030004425 Anourt: 953.00 08/01/200312320 pM
Palment Method: Check
Exchange 43 81
fnit: DDG
Notation: Hearth
$s3.00
*******++*********++*********t******+*+**********************+****r.*+{r'i*+t *,1*****:t*+'+*******
ACCOIJNT ITEM LIST:
Account Code Curnent Pmts
Permit lilo :
Parcel No:
site Address :
Location:
This Payment:
M03-01.35
2ro]-123L3 004
4445 GI.,EN FALLS
4445 GIJEN FALLS
Descri pti on
Type: MECHAIiIICAL PERMIT
IJN VAII
IJANE
Total Fees:
ToTAI AIJIJ PmTs :
Balance :
$s3 . oo
$s3.00
$0.00
MP 00100003111100
PF 00100003112300
|"ic 00100003112800
MECHANICAL PERMIT FEES
PLAN CHECK FEES
l,'llLL CALL iNSPECTI0N FEE
40.00
10.00
3 .00
Building Permit #z AP a)- a/b b5e Mechanical Permit #:
willnot be
Room
Room
Air Duct
Spec
qOMRACTOR INFORMATI
Town of Vail Reo. No.l Conbct and Phone t'sz 7 Fo/
7:76 27 / <pz- 72eQ
CoMPLETEVAL r&Materiats)
I
visit
#_
"to/Rj/ ?,
Job Name: .z-<_e
Subdivision: firat / 4La
of work; .Z.r147lroo .r/ o .z.a e lz? ,r-t 6zt O4f /o-r ,/t qr+-
WorkClass: New0O Addition( ) Alteratio!( ) Repair( ) Otherl ;
Boiler location: Interior ( ) e,,t"rlo, t |G, t I Does an EHU o<ist at ttris location: yes ( ) No ( )
Tvpe of Edg: singte-famiry (x) Duprex ( ) M"ru-fi."tiry ( ) comrnerciar ( ) Restaurant ( ) ou,er( )
No. of Existing Dwelling Units in this buitdln+No. of Accommodation Units in ttrls building;
No/Typeof Fireptacespmposeoiea]npE'ilanE{)-Gas Logs ff) WooOnem l 1 Wood Sr*ing (l,,ltCT Atlttl/at)
fib a conversion frot-a--wooo to an EPA Phase II device? yes ( t -No
rl * *r* r* rtrtd.,lrtl.**,t**i.t***{.*rt
Fr / cycrFnc/fonE/madrpcnn
OFFICE USE O N Ly,r rr,i,F * ,l,r r *,t :r * * *,r !fr * r,r :r 'r * *,t * * * r. *
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Parcel Detail Page I of3
EAGLE CilIUNTY
Elected officialg Communitg I '{ant t
Eagle County Assessor/Treasurer
Parcel Detail Information
::i;i.r I i..t'!'..)\-:t ,.|.;;,.,;1; i, ,rr i | /,::.a:itil -.: jt,.rj !..:,: , t.
':, : -t:' l-':::l'1: I T:.; -:: - '
I .::,j,t,' r,i -.'r; ). t. .....:- - -. i'.-.t. | ..,.r -r
Owner Name and Address
GALBREATH, ]AMES H
14 VILLAGE RD
ENGLEWOOD, CO 80110
Legal Description
SUB:FOREST GLEN LOT:4 BK-0587
PG-O376 MAP 08- 19-92 BK-0587
PG-O377 DEC 08- 19-92 BK-0739
PG-0642 DC 05-13-97 R669632 DEC
09-77 -98
Location
Physical Address:4445 GLEN FALLS LN VAIL
Subdivision:FOREST GLEN
Acres:lnara I
Countg s e rvice s Visitors
if, i'() perty Tax Valuation I nform ation
rF ll r r, ll
Tax Area Account Number tl Parcel Number tl Mitl Levy
sc103 R039439 ll z to t r z: i:oo+45.853
http://www.eagle-county.com/Goodturns/assessor/Parcel.asp?AccountNumber-R039439 7lt4/2003
INS
FOR YOAR SAFETY
WHAT TO DO IF YOU SMELL GAS
DO NOT TRY'TO LIGHT ANY APPLIANCES.DO NOT TOUCH ANY ELECTRICAL
SIVITCIIES; DO NOT USE A PHONE IN Y0UR
BLIILDING.
ININIEDIATELY CALL YOLTR GAS SUPPLIER
FRONI YOUR NEIGHBORS PHONE. FOLLOW
YOUR GAS SUPPLIERS INSTR.UCTIONS.
IF YOU CAN'T REACH YOUR GAS SUPT-I.,:I.
CALL YOUR FIRE DEPARTMENT.
' ' FOR YQaR SAFETY lJ'ii:.
DO NOT STORE OR USE CISOT,NTB ON
OTHER FLAMMABLE VAPORS AND
I LiQijIOS ili TtiE VIC$ii'i'l {-rilf}iiS Ox r I ANY OTHER APPLIANCES I
CAUTION. THIS LoG sET Is To
BE USED IN A FUi '-,,_''ENTED
NON-COMBUSTTBLE, WOOD.BURNTNG
FIREPLACE.
PLEASE READ CAREFULLY BEFORE BEG
l.
')
J.
tl
5.
type.
in the
This log set is designed for use
absence of local codes, with the
with natural
nationt! fr'.1
G,\S LOG SIZE
t8"
21"
21"
30"
DEPTH
' 14"
14"
14't
14"
{stoNs
HEIGHT
20n . 20"
20,
20,,
.t;i intes.
2. Dark soot buildup makes Iogs toot .riao#.'iili,;
3.
t.
Always close screens when unit is on.
''','':lll::i^; . ':r::.: ll"'.1 -l'-.
r
shop for installation service.
a-, r4,:..
s.:4./
' ;,* I
.i;i: iir :r-r -.r.' :
Place one stick into the "hollow" center grate bar. Push in 1" past the bend in the grate bar. The scent stick wilfrp rlacg one sucK rnto me hollow" center grate bar. Push in 1" past the bend in the grate bar. The scent stick wiU frsht automatically' when the scent stick is consumed, pull out the handle and d.iscard properly, make sure the scentltd;i;automatrcally' when the scent stick is consumed, pull out the handle and discard properly, make sure the scent'fticTis completely extinguished' Scent ashes exit at rear of tube. one stick lasts l0 -20 minutei, but the u**" ,;iri-iiif,1l
scent stick and hold it in the rooirt for about 15 seconds, then return it to the hoiaer and
"nioVin"*,if i
hours. The aroma will emanate 5?o into the room andglZo outside. for a stronger aroma in the room,
-^ - -- _-: -1,
+
I
SCEI{T TUBE
i-1,-, . .,,.{t-1,;i:'S#een must be in place whe-n usin! gas
:ld have opening(s) for indoduction
BURNING TO ALLOW AIR FOR SAFE COMBUS1 7. The minimum inlet supply pressure ro. tt e pu.poJ;f t",
6
8.
9.
CARBON MONOXIDE POISONING MAY LEAD TO DEATH!
WARNING WHEN USED
on{)RLESS, POISON0US
AND FOR COMBUSTION
IVITHOUT FRESH AIR, UNIT MAY GIVE OFF CARBON
GAS. YOU MUST MAKE ADEQUATE PROVISIONS FOR
AND VENTILATION AIR SUPPLY.
MONOXIDE, Aii
ACCESSIBILITY
TOOLS RECOMMENDED
Br,
INISTALLATION
l ' Re move all ashes or debris from fireplace. This is also a good time to check the darnper for pr:ope r operation and be sure the gas supply valve is in the "oFF" position. Position the damper stop over the edge of the damper blade and tighten bolt' This should hold rhe damper panially "open" position, in case of an accidiltal closure (Fig.l).
Remove Iog lighter fr.orn fireplace tr],ine not to disnrrb gai pipein wall.2' Place the but'ner part l:s,':ernblf in the fireplace wirh the scent tube toward you. The vertical baffle should I
#'|,11:,"j:j':l-t:,i:.?.,:f*Il'f trrread,sealerto the supplyliT"gq'lginto the fireptace fnjine:tii the lz" pipe on the bufner lc) tFig. 3). Install blass supply niiings (B) & (p) and dghren (Fis. 3). l"rtiir*
:-:i:::'.::::::::l:'::ol::::llpy !,ur :"0 the other endt"_*: sqgi#**r-0"e.*.rn rele. i). r ') '
3. When cornpiere chccl. lrs corjneuor- for leaks using a SOE l.i6So,'i;i;ii"i tol bubbles. If seen, further righren if required.
4 ?92*,.y1n / y.1t.""f;,qlirri on. B ru sh ov e r fi trin g s.
tl ;,
;
GENERAL
The Y861OU rs a ccmplete kit lor convertins convenlionaj
standing ptlot systems to intermliient .D;iot systems lt ls used
on gas-iired at;ospheric furnacee, Doilers. and heating
looliances. Not ior use on di.cct vent or power burner
1Lj,r':me'tr Veers ANSI 221.;1 standard for automatic
nr-rmtilenl pilot rgnriion systems for field lns:allatlons'
Y8610U
Inter'mittent Filot Retrofit Kit
r .T'l'f -
Each kit includes:
- 58610U Intermittent Pilot lllodule.
- VHB304M Dual Valve Combination G-is '^onti'ci'
- 392431 lgniter'Sensor.
- 3-04300-30 !g::irrcn C:!'l:.
- 393691 Natural to LP Gas Conversion [..ii.
- Wiring Harness.
- i93690-14 Straight Flange Kit (3'l in.'
- Fleducer adapters for gas conlrol.
- Adhesive mounting option for 586i C.
- lnstallation hardware.
' Temperature Flating:
- VR8304M: -40'F to 175 F (-40 C io :9 C).
- S8610U: '40 F lo 165 F ('40 C to 7'1 C' lr :rii:r
valvecurrentis lA or less. 175 ir,- -l "ri]'- -
amDienl aPPlies.)
MODULE , Uses rectification principle for flame sensing.. provides 13 kV peak capacitive discharge spark
.,,--..1 1: ' : r,:rl\ve.- i! \e!
GAS CONTROL . Straight through body pattern.. VR8304l!l caDacitv at 1 in. wc Dressure droD (0.25 kPa
pressure Orop is izO ft3/hr (7.6 m3ihr).. Manual ON-OFF valve blocks gas flow into the gas
control when in the OFF position.. Two main automatic valves-one -.r-!--r r.^F3rat td.
and one a servo.operated diaphi:,
IGNITERiSENSOF . Single electrode made of Kanthal provides both
ignition and f lame sensing.. Rared lot 1775 F (968'C) at electrode tip. 1250 F
(677'C) at ceramic insulator.
Gonerat
Contenls
'1
Soecri jcit c:rs
Oroer ng tTlormauon ...
Plannrng the In starlaiton .
Installatron
Checxout
2
2
5
5
1a
IJ
i11 Troublesnoorino
ANSI Star,oarcs
riliil
lrlll []t ritllt
lltlt
rrlll ilrll rlil illltl ltlt rlll
F=,.1.TURE3
Y86.l0U kits can be used with either natural or LP gas.
Y861OU provides a 90 second maximum ignition trial.
shuts clf. waits six minutes nominal. then reinitiates
the siiot iqnition setiuence. The ignition trial. shutotf .
and wait cycie repeat until the pilot lignts or the call
for heat ends.
Y861oU kits can be used with eiiher natural or LF 3as:
it Drovidas rimed trial for ignition and 100 percent pilot
si:uiorf in ioss of llame.
yB6tAu tNTERMtrrENr ptLor RlFff Ktr
SPECIFICATIONS
IMPORTANT
The specifications given in lhis puDtication clo not
- :iJde norri-ai m.,r,iiac:rttng iaterances- Therefore,
,,1ris mtgnt not match ihe iisrcd s1ecifications
exactly. Also. units are tesied ano calibrated under
closely contolled ccnoitians. ano some minor
differences in perlormance can De expected if those
conditions are changed.
SUPER TRADELINE@ Models
SUPER TRADELINE@ models are selecteo and oackaoed for
ease of handling, ease of stocking, and maxrmum i,eplaiement
vajue. SUPER TRADELINE@ model spectiicarions are rhe
same as i:cse of standard models. exceot as noted.
SUPER TRADELINEO Modet Availabte:
YB610U lntermittent Pilot Retrofit Kit:. Meets ANSI 221.71 Auromaric Inrermrttent Pijot lqnttion
Sysrems for Field lnstallation.. tr.r natural Or !-P ,:as aonli,.3tio^r .._.t-.._..-
irlr'\utes norntnal. lhen reinittales lie _litoi iQNilon jecJence. The ignttjon trral. shuro:r. :nrl .va,: c,rc,c repeats untrl the ptlot lights or:he carr for neat en,:s.
100 aercent p jior shutoff on ioss ct iiame.. 5861 rlU Intermtttenr Pilot Mocule.. VR8304M Oual Valve Combinalion Gas Controt.. Refer to Fig. 1 for other components.
Ambient Temperature Rating:
VF,33C4M: -.+0'F tc 175'F i-..iC'C:i -: :).
5861OU: -40'F to 165'F (-40"C to 7.1 C). tlt main,/aive
current is 1A or less, 1 75'F (79"C) maximum
ambient aoolies.)
Also refer to igniter-Sensor speclf icaiiails
Electrical Batings:
Voltage and Frequency: 20.5 to 28.5 lac (24 Vac
nomrnal). 60 Hz.
Current Ratin-o: 0.74 {includes both module and
oas tontroil.
The-rmostat Anticipator Setting: 0.74 plus currenl'aljngs oi
other devices ln the thermostat ccntrol clrcult.
Relative Humidity Rating:
5 to 90 percent at 95'F (35'C),
Thermostat Compaiibility:
Compatible with any Honeywell 24V thermostat and wrth
competitive 24V thermostats that are powered inoepen0enli'i
of the module.
Trinslormer Sizing:
ACC current ratings of Y8610, vent damper, and any ,)i,- :r
control system components. Multiply this totai by 24v :o
determine the transformer VA requjrement.
',Virino Connections:
Beiween the module and gas conlrol: 30 in. (762 mm r
wiring harness with 1i4 in. quick-connect terminats.
Belween the module and the ignitersensor: 30 '
(762 mm) ignition cable with stud terminai ano i -
quick-connect terminal.
Intermittent Pilot Module Soecif ications:
58610U lntermittent Pilot Module for latural nr LP 13:
aoolications onlv.
0imensions:
Flame Failure Response Time'
o.g secono maximum at 1 c uA ilame curreni.
'gnition Timing:
piovides a eo second maximum ignition irial. shuts cii. .','arrs
six miny.es nominal. then reinitiates the pilot ignttion
seouence. The ignition trial, shutoff, wait cycle repeats Lrntli
the pilot llghts or the call tor heat ends. During lhe shutoff
sequence, gas is shut oft 100 perceni.
Mou11;nq;
Mounts in- 31y position except with terminals up.
ReCOmmentrs.l mountino Oosition is with terminals down lo
provide maximun' Frotec-tion f rom dripping water or dust
accumulation. Faslen v.it6 No. 6-32 machine screws or No. 8
Sheet metal screws of applcnriate length. Reier to Fig. 12.
Spark Generator Output:
13 kV peak at 25 pF load (16 kV peak opcn circ.-,..
Terminals:
1/4 in. maie quick-connects. 58610U has Molex plug lor
ccnnection to Honeywell D80D Vent Damper. Once the
S8610U has powered a venl damper. the module r/orKs anlv
i{ the vent damper is connected.
OR DEFI i{G i II FO RilJIATiOI\I
For ordering information when purchaslng replacement and modernization products from your TRADELINEe ''vhoiesaler or '/our
oiirr,Outor. ie{er to the TRADELINE,g Caiiog or price sheets {or complete oroering number. or specity:
1. SUPEF TRADELINEg order numoer.
lf Vou have additional OUeStionS. need iunher jnformation, or wanl to comment on our prooucts or servlces. pleasJ ?r :: .r
""i'.''you, rocal Honevweil Hon"\e anC Burlding Control sales office {check white pages of ohone directorv)
2. .lorne rnd Buridrng Control C.::crer Lcglslics
Hcr'lFVY.,'li Inc..
1 8d5 l' -.;las Drive Nonh
/inneapolis. Minnesoia 55422-13S6
1612) 951-1000
n ,.lana.i- -- -.:^'.. . I , f-e,,,,.,,,e, Ltmltee. 155 Gordon Baker Foad. North York. Ontario l',12H 2C3. niarnaltcnat S: ::
til .-S*i ,:ce ,;';r;es ' ,,;,-., :il es ;rine ',vortd. l,,4anufactu ring in Austraiia. Canada' Finlano irance 3ei'n:anu r' ;acai
.ia;(l:ao, ),lgif'erlanos. lc:lr'. -ai,'t?,'' .: '.ad i(ingCcm. U.S.A
NTERlvl ITT.:.\ T,; : LCT ? E1,1,) Fi T K' T
392431 IGNITER.SENSOR
I SSEi,lFt.v
GI;Ii:F.S:I]SC R
-r\ALSO INCLUDED:
. j9460n-jC iuirliluN .lAdLE !j0 rN. !;6J .-nrl
'393690.1.I STBAIGHT FLANGE KIT
.393691 NATURAL GAS IO LP coNVERSIoN KIT
. FEDUCER EUSHINGS FOR GAS CONTROL
.vv,AE NUTS L3)
1. Y8610 fetrof it kit components.
Honeywell
Fig. 2. 58610U module dimensrons.
y*6;0u tNTERMrrrENr ptLor R|,Fr Ktr
Dual Valve Combination Gas Control Specilications
Model:
VR8304M Dual Vatve Combination Gas Controt.
Ambient Temperature Hating:
-40" to 175'F (-40' to 79'C).
Capacitya:
270 flr lhr (7.6 mrihr) at 1 in. wc (0.25 kPa) pressure drcp.
Pipe Sizeb;
112 in. x 3i4 in. NPT inlel x outlet.
a Based on 1.000 Btuhift3. 0.64 specific gravity natural gas
at 1 iN .vc pressure croo \37.3 lv4Jlm",0.64 specific gravity
. narLr.]i las at 0.25 xP: press-rre uroo;.b With a l,Zx:/q.n. strarght tlange (includeo).
l -:.':: i i:::
See Fig. 3.
Mounting:
Can be mounted from 0 to g0 degrees, in any direction. from
the gas control uprigilt posrtion.
Pressure Rating:
1/2 psig (3.45 kPa) inlet pressure.
Terminals:
1/4 in. male qurck-connect terminals.
lgniter-Sensor Specif ications
Model:
!92431 lgniter-Sensor. Includes igniter-senr^' r::?:'- \/
*round rod, and adapter (refer to Fig. 1).
Dimensions:
Refer to Fig. 4.
ElectroderFlame Rod Material:
Kanirral.
Maximum Temperature Ratings:
Ground Pcc Tip: 17;i'F /968-Cl.
Ceramrc lnsulator: 1250'F (677'C t.
Mounting:
Repiaces the thermocouple on the existing pllot burner'
ADJUSTivlEIJT
IUNDEa CAP SC,.Ew)
.CNVE)]JEI.iCE
;EiitllNALS r?)
,OPTlONAL) ,
, WIAING
TEFIVIINALS i3)
Ol -',t-:
I ouruer
PILOI OUTLET
PILOT ADJUSTMEI'IT
,UNOEF CAP SCFEVJ)
INLE-i
INLET }
GAS ,j. )JTBOL
(NU3
Fig. 3. \ri830.il\i ;nouniing dimensions in in. (mm).
alQ.in. (mm).
()tu, ou tNTERMtrrENr pitor aeraopt
PLANNING THE INSTALLATION
Internittent pilot systems are used on various tvpes of centrat hearrng equipment and on heating appliani"s d,j"r,
"s comme!'crat .,icokers, agricultural equipment, industrial neallng equtpment, and pool heaters. Some of these
applications_ can make heavy demands on the controls, either
oeccrse. tl lrequent cyciing or because of rrc,r;:it.e, corrosive
cnemtcats. dust, or excessive heat in the env,rni, ient. In
these ?Dpiications. special steps could be rec:.rj: .: to prevent
nurl .ince snrirdrwns and premature controi f:jli, .. -hese
appr;alrons require Honeywell Home and Burlorng Control Engineering review; contact your Honeywell Salej
Hepresentattve lor assistance
Frequent Gycling
orovide covers for the module and the gas control that e 'erwironmental contamination. A NEMA 4 enclosure is
recommended for the ignition module: see the Electroni(
lgnition Service Manual, form 70-6604.
Heat
The controls can be damaged by excessively high
temperatures. Make sure ihe maxilJm ambienl .cn:teri
at the control location ooes irot ;:.t :d the rating ,ti iie
control. It the appliance normall,., l:e'ates at very hich
temperatures; insulation. snreid ' ,, ". i :lr -;r:Lra!., j ra
be necessary to protect the controls. iroper ':tsutat:j: :
shielding should be provided by the appliance manufacir
make sure adequate air circulation is malntained when lr
appliance is installed.
When Installing this Product...
' Bea.J thege !.nstrt'Ctionc earp{rrlr\r. tr:irl''a t^ r^r'^ '
\juurU \.icimiigE :ntJ y'iu!.e-.
condition.
2. Check the ratings given ,ir ,lrese rnslructions ano :
product to ensure the proj;i.. - . -,racle for your
application.
3. Installer must be a trained, experiencec e e
technician.
4. After completing installation, use these instru:i c::
check product operation.
IMPORTANT
1. lnstaller must compiy vlith ..i,, ;:les and
ordinances of the Nationat Fuet Code ANSI 7223.I-NFPA No. il) and Nationat Electrica! C (ANSI NFPA No.70).2. lnstaller must fi in and attach tabel to apptiance
being convefted.3. Use YgilA Retoflt Kit onty \'t'ith atmosphert2
bumers. Do not use , . ', .: .: :: ..': _.s oi powef burnerc.4. Do not use theya6l0 Retrofit Kit with mercurv c ot 250 to 750 mV pilot systems.
Water or Steam Cleaning
Once a module or gas control has bee. ..,.1. it can ooerate unreliably and must be replaced. lf ii ,= ,;." i" .:fe*"0 with water or steam, the controls ano .:s:;_,:;-,ijd.^,iri* -
should be covered so water or steam flow cannot rdlJrr tnem.The conlrols should be high enough above the cabiner'""
bottom so flooding or splashing water can not reach them
during normal cleaning procedures. lf necessary, shield the
controls to protect them {rom sptas .ing water. A NE:vlA .enclosure is recommended forthe ignition module; iee l|re
Electronic lgnition Service Manual, iorr:. :C-6604. '
High Humidity or Dripping Water
uver time, dripping water or high arnbient humidity can create
unwanted electrical paths on rle mOdule circuit board,
causrng the module to iaiJ. Never install an appliance where
waier can drip on the controls.
In addition, high-ambient humidity can cause the gas control
to corrode, and finally to tail.
When the appliance is installed in a humid atmosohere, maKe
sure air circulation around the module and qas control is
adequate to prevent condensalion. lt is also- important lo
regularly check out the system. A NEMA 4 enclosure could be needed: see the El€ctronic lgnition Service Manual,
form 70-6604.
Corrosive Chemicals
Corrosive chemicals can also attack the module and qas
control and eventually cause a failure. Where chemiclls are useC routinely.for cleaning, make sure the cteaning solution cannol reach the controls. Where chemicals could-be
suspended in air, as in some industriat and agricultural
apTlic€tions, protect the ignition module from-exposure with a NtsMA 4 enclosure; See the Electronic lgnition Service
Manual. form 70-6604.
Du -t :r irc:se Accumulation
Heavy accumulation of dust or grease can cause the controls to mat{unclion. Where dust or grease can cause a problem.
A wnnNtNc
FIRE OR EXPLOSION HAZARD
CAN CAUSE PROPEATY 0Ar;IAcE,
SEVERE INJURY OR DEATh.
Follow these warninqs exactlv:
1 . Disconnect the [ower suppty before wiring to prevent electrical shock or eguipment damage 2. To avoid dangerous accumulation of fuel oai.turn otf gas supply rt lho rDrtianc r ._ ,.. je -Derore starting lnsrallai,i ^ ...ra peno,n ine Ga
^ L€ak Test immediatety fotlowtng the installattor r. r\ever Insta where water can flood, drip, or condense on module or gas control. Never usr modute or gas control that has be€n wel. lf we controls can malfunction and lead to an
, lc_cuTylation ot exptosive gas.4 ?:19!liSht oroperate etec-rric swilches. ,igii:
lpPfn..". until.you are sure ihe appliance rre
ls-rle9 or,Sas Liquefied petroteum ilp) gas is neavier than air and does nor venl upward naturallv.
Perform the Preinstallation Safety Inspection The preinstallation checks described in ANSI'srandlrd
3]:!] ,i! lhp.ANSt Srandards secrron musr be performed b€tore rn_sralting rhe yg61O. tf an unsafe conOiti[n ti Oeiect"o,rne apptrance should be shur otf and the owne;;dvis;;;ile uns-afe condition. Any potentjally unsafe condition ,rrif" ''
corrected beiore proceeding wiih ttre Installaii;;. --' --
Maintenance Requirements in Severe Environments Regular preventive maintena
app-rication,oull,-pffi ilil::f, fi j[?":tXX'*',li%,,",,,,,.u,,
and induskiai application-s because:. [9::q applicarions the eguipment operares 100,000 to
330t0_0j ?vqt":.per year. Sucn heary lvclng"""',iJ# irt tne gas control in one to two years. n n6rma] i*""t "*
-
lyll::.t"-" orisinal appiicatii,n roi tn"
"oniioi"i ,ni,i" ,"
- operares less than 20,OOO cycles per yeat.. Exposure to water, dirt, chemicals, anb heat can damaoe
TO
TFANSFOFMEF
TO
TBANSFOFIMER
IO
TRANSFORi,IER
TO
IHEF"4CSTAT
,13:- ii
TO
THER]'.{OST\T
M6856
'La,rr." l^ ^,.!,- .-.-.. .:^.::,^ -- .,
systeiii.
^1 NEjVIA + enclosure can reouce exposure lo
3:H::T'"ili:ii:lilS:3:'.f "eetect'onic"rlnition-
..,r,:.'....j _.-9,;,', .i.:
checKour as ourrined
'n
*"
"nt"ioli'f5;,"r-
tt ",'"''"'
A, wnnNtNG
FIFE OR EXPLOSION HAZARD
CAN CAUSE PFOPERTY DAMAGE.
SEVERE INJURY, OR DEATH.
Do not attempt to disassemble or clean the moduie.lmproper reassembly and cleaning ".n ""u"u
--'-'
unreliable ooeration.
Maintenance frequency must be determined individuallv for
each application based on:. Cycling frequenqr Appliances that cycle more than 2O,u0O
times annually should be checked monthlv.. Intermittent use: Appliances that are usedseasonallv
should be checked before shutdown and again befoie the
ne)it use.. Consequence of unexpected shutdown: Where the cost of
an unexpected shutdown is high, the system should be
checked more often.. Dusty, wet, or cotrosive environment Because these
environments can cause the controls to detenorate more
rapidly, the system should be checked more often.
Any control should be replaced it. it does not perform properly
during Checkour or Troubleshooting. In addition, replace any
module if it is wet or looks like tt has been wet. proiective
enclosures. see Planning rhe Installation, are recommended
regardless ,-'f c ieckout frequency.
Shut Down Appliance
O Turn oft the gas supply at the appliance service valve.
Do not use the gas control knob.
O Turn otf the electricity at the service entrance.
Check Appliance Wiring
The standin3 oilot las contro, rvires are used with the yg610
[::3:t:,i,]::.:l ., :- *:: ,,::. before disconnectins.
,, ,on :_ :es o, terminal
arrangements.
Remove Standing Pilot Gas Control
O lf the gas control has a common terminai(s). remove
splice togethef with onc oi the wire nuts provrcec.
O Label and remove tre remaining wires.
o
o 0
@
A wanNtNc
Oo not bend the pilot gas tubing at the gas control or
at the pilot burner to prevent gas leakage at the
connection.
Disconnect the pilot tubing at the gas contro{. Cur crt and-discard the compression fitting. Do not disturb the
l9!1.3.ssion fitting or pitot rubing iilne pitot burner.
HP::l!9:l lle thermocoupte teid at the gas controt.
;i:::ffi.":&'-T"'.f,Rig at the sas cont-rot'
Remove Thermocouple
Unscrew^or snap the thermocouple out of the pi;.
discard. See Fig. 6.
NOTE: lt could be necessary to pull oul the main burner for
access to the pilot burner. Do not move or relocate the
pilot burner. Do not bend tubing near the pilot burner.
REIIAVE
IHEBMOCOUPLE
y.l, TNTERM.TTENT ptLor RETRaFff Ktr
BE SURE THE GFOUNO CL]P IS SNAPPED ONTO THE PILOT BUFNEB OF IIS GAS LINE.
Fig. 7. Mount ground rod on pilot burner.
GBCUND FCD
ELECTFOOE
lnstallthe Gas control
A wnnNrNG
FIRE OR EXPLOSION HAZARO
CAN CAUSE PROPERTY DAMAGE,
SEVERE INJURY, OR DEATH.
Follow these warnings exactly:
1 . Do not bend the pilttt 1'.-' ' ' '" lt ihe ias
control or at lhe pilot bL, .. ;,e
compression fitting is tighiened. Gas leakage at
the connection can resuit.
2. Always install a sediment trap in the gas supply
line 10 prevent contamiriflon ot ine gas ;cntial.
3. Do nol torce the gas cotrrrol kntrb. Use onry your
hand to turn the gas control knob. lt the gas
control knob does not operate by hand, the gas
control should be replaceo bv : ;u: 'ieC service
technician. Force or attempied id,-';ir can resurt jn
a f ire or explosion.
IMPORTANT
These gas controls are shipped with protective sees
over the inlet and outlet tappings. Do not remove he
seals until ready to connect the piptng.
Converting Between Naturai ai,d Ll Gas
IA WARNING
FIRE OR EXPLOSION HAZABD
CAN CAUSE PROPERTY DAMAGE.
SEVERE INJURY, OR DEATH.
1. Oo not attempt to use a ias acrlrot set for natural
gas on LP gas or a gas control set for Lp gas on
natural gas.
2. When making a conversion, main and pilot burner
orifices must be changed to meet appliance
manuf acturer soecifications.
To convert from natural gas to Le .
Conversion Kit that is inciuded with rhe i ou, _, r,..,mittent
Pilot Retfofit Kit. To convert {rom Lp to natural gas, use the
394588 Natural Gas Conversion Kit (ordered separately).
Step-opening gas controls cannot be converted.
To convert control from one qas to anolher:O Turn off the main gas jupply to :re ;Fcrjance.gt Hemove tne regulator cap scrs:. ... . ,j. .::._."e
_ regulator adiusting screw. See Fig. j.
€) Remove rhe existihg spring.
@ Insert the replanemeni spr-ing wtth the tapered end
down. See Fio. 9.
O Instatl the ne; plastic pressure regulator adiustment
screw so that the top of the screwls flush evell with lhe top oi the regulator. Turn the pres: ..€ t€JUr.ttor
adjustment screw clockwise six complere turis. This proyldg: a pretiminary pressure setting of about 10.0 in.
Ii !r-.? lylt-lo, Lp regutaror and 3.5 in. wc (0.9 kpa)ror nalurat gas reoulator.o check the regulalot setting either with a manometer or
^ by clocking the gas meter.-See rhe Checkout section.-Q' lnsralt lne new cap screw.O Mount the conversion labet on the cori;c..tl' Irj?l]lg cortrot and apptiance accororng ro the apptrance manufacturer instructlons.
Install lgniter-Sensor Assembly
(D Instatt the ground rod, if needed. See Fio. 7.. Mount. adapter to the ground rod, if nEeded.. Align ihe ground rod sb the clip hugs the pilor burner
and keeps rhe ground rod from rottting. See Fig. 3., lnsert the ground rod in place of the th-ermocouple
on the pilot burner. push the ground rod all the way
_ - up and fasten as shown in Fig. 7.
@ Slioe the igniter-sensor mountinfi bracket ove r jr". .cp
of the ground rod.
@ Adjust the electrode position so the electrode tiD and
spark gas are in the pilot flame. Turn the grouno roo to
move the igniter-sensor up and down.O Checx that the chosen posltion 6llora,s room to conrect _ the ignrtion cable to the stud terminal.O Tighten the setscrews on the mounttng bracket ustng the hex wrench provided.
SLIP NUT OFFAOAPTER
AND CLAMP GFIOUND ROD
IN PiLOT WITH SHOULDE^
ABOVE CLA]\'P AS SK'WN
PILOT GAS
TIJBING
ELECTROOE
SFTSCFEW 121
INSEFT
GFoLri0 FC0
I\4OUNTING
PILC T
JU;1I] EF
GFOUND
ROO CLIP
IGNITER.SENSCF
STI]O IEFMINAL
CLAMPTYPE
Fig. A. Fasten igxiler-sensor to grounc, rod.
yBilau r:'JTEBMtrrENr prLor ROFr Ktr
InstallAdapters to Gas Control(if used)
393610.14 Straight Ftange (3/4 in.)
Remove the seal over the qas control inlet or ou et.
Make sure that the o-.ing is fitted in the flange groove.
lf the C-i-rng is not artacheo or missino. do not ule
th6 flange.
€) With the O+ing facing the gas conrrot, atign the gas
control threaded holes with the flanoe clearance holes.(} lnsert and tighten the screws providid with the flange.
Tighten the screws to 25 inch counds ol toroue to
provide a gas tight seal.
Bushings
O Flen:ove the seal over the gas control inletorou:::t.
€) Apply a moderate amount of good quality pipe
compound to the bushing, leaving the two end threads
bare. For an LP installation. use 3 comoound resistant
ro LP gas. Do not use Teflon tape.
€) Insert the bushing in the gas control and thread the
pipe carefully into the bushing until tight.
o o
Fig. 9, Installation of conversion kit
in regulaled gas control.
lnstall Gas Control Piping
All pipe must comply with local codes and ordinances or with
the National Fuel Coae,ANS| 223.1 NFPA No.54),
whiche'rer app||es. Tubing installari.;n must comply with
approved standards and practrces.
Q Use new, properly reamed pipe f ree f rom chips. lf
tubing is used. ensure that ends are square, deburred,
and c'?an. All tubing bends must be smooth and
witl'c.,r cetormation.
@ Run tne new prpe or tubing to the gas control. When
tubing is used. o:i3in a tuf - -to-pipe coupling to
cor ?cl:ie:':t',' : "., control.
@ ln.-:-,il a secime ;:: .,'ap ;' ' , ;as supply line. See Fig. 10.
-Lr-iA
I lu eetos tt't tue1a11ro TUEING sHoULo BE sMooTH
,A, ClUrrON, SH|r OFF THE MAIN GAS SUPPLY BEFORT-
- .*,' "op --t PREVENT GAS FFOM FILLING THE WORK ,,-cA ES:
;d;;;S LEAKAGE WHEN rNsrALLAfloN ts coMpLETE M]o:-
Fig. 10. Install sediment trap.
Mount Gas Control
O the gas control can be mounted from o t. , jeg.ess.
in any direction including vertically, from the upright
PoSiliorl sf lhs q6s control knob.
@ Mount the gas Eontrol so the gas tlow is in same
direction €rs the errow on the gas control bottom.
@ Thread the pipe as listed- in Trble 1.
NOTE: See Table 1 for fiaximum pipe threading
depth. lf the pipe is inserted tc(:
the gas control, the second ma,ri ._.. _.
safety valve can distort or malfunction.
O Apply a moderate amount of good quality pipe
compound to pipe only; leave the two end threads bare.
Do not use teflon tape. In LP installations. use a
compound resistant to LP gas. See Fig. 1 1.
@ Remove protective seals overthe gas control inlet and
outlet, if necessary.
Pn€ssuaE
Table 1. NPT pipe thread length (in.).
Pipe
Size
Overall
Thread Length
Maximum Depth Pipe Can Be
Inserted lnto G- ,l3ntrol
e/R 9/16 .t/ o
1t2 3/4 1t2
314 13/1 6 3/4
*O,r=*MITTENT PtLOr RETR,FIT KIr
TWO JMPERFECT
THREAOS , GAS CCNTFOL MOUNT IN ONE OF THESE POSITIONS
iEFfuI NALS FACING LEFT
DO NOT MOUNT
WITH TERMINALS FACING UP
Fig. 1 3. 58610 mounting recommendations.
,mH$mw]
THFEAD PIPE CORFECT LENGTH APPLY A MOOERATE AMOUNT OF
PIPE COMPOUND TO PIPE ONLY
iLEAVE TWO END THF€ADS ij 1 I5)
,r72.i 2
Fig. 1 1 . Use moderate amount of pipe compouri J,
O Connect the pipe to the gas control inlet and outlei.
Tighten the inlet and outlet connections using a wrench
on the gas .ontroi pro1ecting wrench boss. See Fig. 3.
Connect Pilot Gas Tubing
O Cut the pilot gas tubing and bend as necessary ior
routing to the pjlot burner.. Do not make sharp bends or deform the tubinq.. l: ,::::"nu ,ne ruoing at rhe gas control afteitne
compression nut has been tightened; gas leakage at
the connection can result_
Square off and remove the burrs from the tubino end.
Unscrew the brass compression fiil: 0 i:om pilo'i cas
outler (see Fig. 3). Slip tne firting uveiihe piiot,:ai
tubing and slide out of the way.
NOTE: When replacrng a gas control, cut ofi rhe old
compression fitting and replace with the npry
compression fitting provided on the new g1s
control. Never use the old compression fitting
as it might not provide a gas tight seat. See
Fig. 12.
Push pilot gas tubing into the pilot gas tappinq until it
bottoms. While holding the tubing all the \vdy in. slide
the compression fitting inio Dlac? and e,:4,..:v-e :hreads.
Turn the fitting until linger rignt. Jse a wrencn to tighten
one more turn. Do not overtighten.
Connect other end of the pilot gas tubing to the pilot
burner according to pilot burner manufacturer
instrucrions.
@ o
o
o
Fig. 12, Always use new compression fitting.
Mc;nting 586i0U Intermittent Pilot Module
Select a iocalion close to the pilot burner to allow the ignition
cable to run to the igniter-sensor. The ambient temperature
and other conoitions should match those listed in the
Specifications.
l.'jr-: r€cirnr:.retrd mounting the module with ihe terminals 66ryn
so the rermrnals are protected from dripping water and dust. It
can .lso bo .nouni?C 'J,,ith lhe terminals on either side. Do not
n-: -. ::rr ' ':.- r I '' '"- terminals pointing up. See Fig, i3 ror r:oL j . itons. Fasten the module secureiv
'.vith four No. 6-3: r.rG.nrne screws or No. I sheetmetal
screris oi aoDrcDriate lenqrh.
TIGHTiII NUT ONE TUBN
8E /CNO F NGEF T1GHT
FITTING EREAKS OFFANO CLINCHES
TIJBING AS NUT IS TIGHTENEB
Wiring the System
A cAUTIoN
Disconnect the power supply oerore rlilx,,.t .vri:r .connections to prevent electrical shocr or eQuiomenr
damage.
Connect the tgnition Cable (f Connect one end of the ignition cab14 ,. ,fe nrale quicx_
connect SPARK terminal on the _li. . . .-i.€) Connect the other ignition cable eno to lne j92431
lgntter-Sensor.
Connect the Vent Damper
The D80D Vent Damper can be used with all ignition modules
although the Molex piug provided on some mo?ules simplifies
wtnng connecttons when used with the DgoD Flr:_-i,r Vent
Damper. Once a module with a venr damper ;:r_; .rs pc,./ereC
a vent damper circuit, it cannot be used in a oas-svstem withour
a vent damper. A non-replaceable iuse in tn e-moOlte blows on
Y861OtJ INTERM]TTENT prLr)r etOF,7 KtT
initial oower-up. Once this fuse has blown, the module does not
worK unless the vent damDer is ccnnected.
To connect the plug-in vent damper:ll Remove and oiscard the vent damper plug from the
module terminal stnp.
@ Usrng the wiring he:1ess supplied. insert the matching
pln Olug into the r.:.?otacte on the module and the
other end to the vent oamoer.
To connect the D80B /ent Damoer. foilow the wirina
dlagrar,'s supplied wrth ihe ven: iamcer.
Connect 536'10 lvlodule
Q Connect the gas ccntrol and other remarning s,',,st_om
components to the tgnition module terminais as :i -,,vn
in Fig. 14 through 16:. Fig. 14 shows a basic circuit for a heatino on v
atmosphenc bJrner sysrem.. Fig. 15 shows a heating only atmospheric burner
system with a D80D Vent Damoer.. Fig. 16 shows a heating on jy system with a D8OB
Vent Damper.
O Adiust the thermostat heat anticipator to match the
system current draw. The current draw equxls the total
current required for the ignition modr je io.:.q) plus the
gas control and any other auxiliary equipment in the
control circuit.
Connect Ground Control System
The igniter, llame sensor, and ignition moCLt: ,nusi share a
common ground with the main burner.
O Connect the ground wire with rhe fe:r. I n. :uick-
connect terminal to the male ouick-co.ri':-i iND
(BURNEF) terminal on the ionition moou:e.
@ Strip the oiher end of the wift and fasten rt under ihe
igniter bracket mounting screw. lf necessary, use a
shield to protect the ground wire from radiant heat.
O The burner serves as the common grounding area. lf
there is not a good metal-to-metal contact between
burner and ground, run a lead frOm the burner il crouno.
NOTE: Earth ground is not required.
VENT
OAMPEF TH,W PLUG
LIMIT
CONTROLLER
POIVEF SLPFL'/ PCOVIOE OISCONNECT MEANS ANO OVERLOAD PROTECTION AS REOUTRED
ALTERNATE ! Nl T SONTFOLLER LOCATION.
CONTFOLS jI.I 2TV CINCUIT MUST NOT B€ IN GROUND LEG TO TRANSFORMER
.JUI,IPE: IIIFE FROfuI CIRCTJIT BOAFD TO SENSE CONNECTOR REMAINS IN PLACE. I.If!6I
.A
,A
A
A
Fig. 14.Y8610 in typical atmospheric burner heating system.
y*o, NTERMITTENT ptLor RETR,F.T Ktr
I'Z: A oAMP€n tr 'A I t:\lr T I
.cNrrER l 'l'. !rYlI--^.
l\ FowEn suppLy pnovrDE DtscoNNEcr MEANS ANo ovEnLoao PForEcrroN As R€ourREo
I o.rennere uurr coNTBoLLEF LocATroN.
A CONTFOLS lN i4v CIFCUIT MUST NOT 8E lN GROUN0 LEG TO TBANSFOFTVIEB.
/\ neuove p,-uo our., rF usr\s vENT oAMpER FUSE glows oN srAnlup *HEN pLuG ts REMQVEo aNo vE\r _
OAMPEF WIF]NG TIAFNiSS L; I ' 'TALLEO, THEN MOOULE OPEFAIES ONLY I,!I'IEN VENT OAMPEg S CONI'TECiED
A .JUI"|PEF WrRE FROM ClFClJ,i - i:C 'O SENSE CO|INECTOR BEMATNS rN F|-ACE.
Fig. 15.Y8610 in typical atmosPheric burner heating system with D80D vent Damper'
LlMlr A LIMIT
CONTBOLLEB
A pOwen SUppuy PaOVl0E OISCoNNECT Ma{NSANo ovEFlOAo PBOTECTIoN As REQUIFEo.
I o.reFlere t,lrtr coNTFoLLEi LocAroN
$ colrnols ttt z.tv claculT MUST NorBE JN GSouNo LEG TO TRANSFORMEF
[ "ol,l*a"ru""t
oo"PEB TEFI1INAL r To Tt+fi. LEAVE 24v oPEN. oo NoT REMovE VENT oAMFEF P!uc.
[ "oao", "ata"
to *TFEHAFNE55 FUSED.
la JIMPEB WIFE FBOM CIFCUIT BOARO TC SENSS CONNECTOF BEMAINS
^l
PLACE !r33ro
Fig. 16.Y8610 in typical atmospheric burner heating system with D80B Vent Damper.
N.O
CONTFOLLEF
,ruri, tNTERMtrrENr r,ror rtHTKtr
CHECKOUT
Check out lhe gas control system:. At init;al appliance installation.. As pan of regular maintenance procedures. Maintenance
intervals are determined by the application. See Planning
the Installation section for more information.. As the first Tioubleshooting step.. ,qnvtime work is done on the system.
A wnnNtNc
FIRE OR EXPLOSION HAZABO
CAN CAUSE PROPERTY DAMAGE.
SEVERE INJUFY, OR DEATH.
1. lf you smell gas or suspect a gas leak, turn otf the
gas at the manual service valve and evacuate the
L Installation
STEP 4: Chect Salety Shutotf Operatlon.
Turn the gas supply off at the manual shutoff valve.
Set the thermogtat or controller above the room
temperature to call for heat.
Watch for spark at pilot burner.
Time spark from start to shutotf. See Specifications
s€ctlon.
Open the gas control knob and ensure no gas is flowing to
the pilot or main burner.
Set the thermostat below the room temperature and wait
one minute before continuing.
STEP 5: Check and Adiust Gas Input to Main Eurner.
A cnuloN
1.
STEP 1: Perform a Visual Inspection.. With the oower otf, make sure all ,,viring conneclons are
clean and tight.. Turn off ail power to appliances and the ignition moou._.. Open manual snutoff valves in the gas line to the
aooliance.. Perform Gas Leak Test.
A wanNtNG
FIRE OR EXPLOSION HAZARD
CAN CAUSE PROPERf,Y OAMAGE,
SEVEFE INJURY, OR DEAT ,I.
Check tor gas leaks with soap xnd waler solution
anytime work is done on a gas ccntrol.
Gas Leak Test
O Paint all pipe connections upstream otthe gas contol
with a rich soap and water solution. Bubbles indicate a
gas leak.
€) It a gas leak is detec:::, ::-.',ten i,re pipL ;.:'r.:cction.
O Stand clear while lighting the main burner to prevent
in.jury caused trom hidden gas leaks, which could cause
flashback in the appliance veslibule. Light the main
DUrner.(' With the main burner in operation, paint all pipe joints
(including adapters) and gas control inlet and outlet
with a rich soap and water solution.
G) ll another gas leak is detected, tighten the adapter
screws, jointg, and pipe connections.
O Replace the part i{ the gas leak cannot be stopped.
STEP 2: Review Normal operating Sequence and Module
Specilications.. See Speci{ications and Operation seclions.
STEP 3: Feset lhe Mrdule.. Turn the thermostat to its lowesl setting.. Wait one minute.
As you perform Steps 4 through 9, watch lor points where
operation deviates from normaj. See the Troubleshooting
Guide, Fig. 19, to correct tne probiem.
Do not exceed the input rating stamped on the
appliance nameplate. or manufacturer ' -^ i':'1 :: h-'_ :--:.--'
otifice(s) usecj. Make sure the marn ourner
primary air supply is properly adiusted for
complete combustion (see the appliance
manulacturer instructions).
'
.-1.1,L'\iI lJ . Make sure that the only gas flow th'^ ' .h ihe
meter is that of the appliance beir-. Make sure that other appiiances ai''. ' "- , .,ft
and that the pilot burners are extrng-,sir..j (or
deduct the gas consumptions from the meter
reading).. Convert the flow rate to Btuh as described in
the Gas Controls Handbook, form 70-6202
and compare to the Btuh input ratinq Dn the
aooliance nameDlate.
o
o
o
3. I checKing gas inpu( wilh a manonEi;.
(pressur€ gauge):. Make sure th€ gas control knob is in the
PILOT positlon before removing the outlet
prssure tao oluq to connect th€ manomet€r.. Turn the gab bon'irot knob back to pILOT when
removing the manomet€r and reDla.lii '!"e
ouflet pressure taD oluo.. Shut off th€ gas sirdp[iat ttre applia - c:
service valve or, for LP gas, at the j.:- .
before removing the outlet pressure tap plug
and before disconnecting the manometer and
replacing the outlet pressure tap plug.. Perform the Gas Leak Test at the inlet
pressure tap plug.
The gas control output pressure should l-:-':' ^
manifold pressure listed on the appliance narneprare.
With the main burner opsrating, check the gas control
flow rate using the meter clocking method or check the
gas pressure using a manometer connected to the gas
control outlet pressure tap. see Fig. 3.
lf necessary, ad.lust the pressure regulator to match the
appliance rating.
Gas control outlet pressure is normallv set at 3.5 in. wc
(0.9 kPa) nominal for natural gas. tt cin be adjusted
from 3 to 5 in. wc (0.74 to 1.2 kPal.
Gas control outlet pressure is normallv set at 1O in. wc
(2.5 kPa) nominal ior LP gas. lt can b6 adjusred from
u to 12 in. wc (2 to 3 kPa).a. Removgthe pressure regulator adjustment cap
and screw.b. Using a scrwvdriver, turn the inner adiustment
screw clockwise to increase or counterclockwise
to cecrease the main burner gas pressure.c. Always replace the cap screw and tighten firmiv
,ru, Ar* M ITTENT P I Lor R ETR*F tr K tr
O lt the desired outlet gas pressure or gas flow rate
cannot be achieved by adiusting the gas contrql, check
the gas control inlet pressure using a manometer at the
inlet pressure tap. lf the inlet pressure is in the normal
range, replace the gas control; otherwise, take the
necessary steps to provide proper gas pressure lo rhe
gas control.
STEP 6: Adlust Pilot Flame.
The pilot flame shoulo envelop 3/8 lo 1/2 in. (10 to 13 rrrr) o{
the ground rod and tip of the igniter-sensor See Fig. 17 to
adjust the pilot tiame.
,GNITER-SENOF TIP lN P'LCT FLAME
GFOUND ROD
Make sure the main burner lights smoothly without
llashback.
Make sure the main burner operates smoothly without
floaling, litting, or tlame rollout to the Jurnace vestibule or
heat builduP in lhe vestibule.
lf ihe oas line has been disturbed' complete the Gas Lear
Test f;lowing SteP 1'
Turn lhe thermostat or controller below the room
temperature. Make sure the main burner and pilot f lames
oo oul.
PROPER FLA[48
AOJUSTIVIENT €TECTqODE SCREW
TERMINAL
Fig. 17, Proper tlame adiuslment.
Remove the pilot adiustment cover screw. See Fig. 3.
Turn the inner adjustment screw clockwis€ tn dec,€ase
or countercloci(wise to increase the oilot flame.
Always replace the cover sciew after adjustrncnt and
tighten firmly.
STEP 7: Check other System Components . On Furnaces: Make sure the limit controller and fan
controller are operating in accordance with the appiiance
manufacturer instructions.. On Boilers: Make sure the circulating water pumps. low
r'lia/ cutoffs, automsti. ':ed controllers, pressure and
ta,rioerature limit contrc:;ers. and relief valves are
operating in accordance wilh the appliance manutacturer
recommendalions.
STEP 8: Check Normal openiion . Set the thermostat or ccntroller above the room
temoerature to call for heat . Make sure the pilot lights smoothly when the gas reaches
the pilot burner.
o a
o
OPERATION
System operation is divideo into f,vo stages:
1 . Trial for ignition.
2. Main burner operation.
See Fig. 18 for the normal operating sequence.
Trialfor lgnition
Pilot lgnition
Following the call for heat, the module energ;z'::. ihe rirst
main valve operator. The first main valve opens. which aliows
gas to flow to the pilot burner. At the same tlr' -. .:e electrcnic
spark generator in the module produces a htgh voltage sprrx
pulse output. The voltage generates a spark al the igniier'
sensor that lights the pilot.
It the pilot does not light, or the pilot flame current ls not at
least 1.0 uA and steady, the module can not energize the
second (main) valve and the main burner can -..'r'' hl. Aft€r
90 seconds maximum, the system shuts Ji, ,.. . pilot
valve closes; trlal for ignition restarts after a mrnimum of five
minutes (six minutes nominal). lgnition, shutoff, and wait
sequence repeats until pilot lights or call for heat ends.
Main Burner Operation
When the pilot flame is established, a i':. - - I "--'i^^
circuit is completed between the sensli -., .
The flame sensing circuit in the module detects the flame
current, shuts off the spark generator and energizes the
second main valve operator. The second main valve ooens
and gas flows to the main burner, where it is ignited by the
pilot burner.
When the call for heat ends. both valve operators are de-
energized, and both valves in the gas controi ctose.
vaatcU tt\tTEFMffTENT .'1LOT OOFff KIT
START
I
STAGE 1
TFIAL FOR
IGNIITION
I
I
I
I
*
STAGE 2
I,JAIN SURNER
oPE:.iTrcll
Y
END
6TTHERMOSTAI {CONTBOLLER)
SATISFIED
Valveg cJose orlo:;N: -!|n
burnea arg od-
Fig. 18. S8610 normal opsratlng sequence.
lgnition System Checks
STEP 1: Chock ignition cabls,
Make sure:
O lgnition cable doeG not run in contact with any metal
surfaces.
O Connections to the ignition module and to the igniter or
igniter-sensor arg clean and tight.
O lgnition cable provides good electrical cci,i- i
STEP 2: Check ignltion system grounding. iVurbance shutdowns arc
onen caused by a poor ot efiatlc grcund.
O A common ground, usually supplied by the pilot burner
bracket, is required lor the module and the pitot burner/
igniter-sensor.. Check lor good meial-to-metal contact belween lne
pilot burner bracket and the main burner.. Check the ground lead from the GND (BURi\;cfi)
terminal on the module to the pilot burner. Make sure
connections are clean and tight. lf the wire is damaged
or deteriorated, replace it with No. 14-1 I gauge.
moisture-resistant, thermoplastic insulated wire with
105'C (221"F) minimum rating.
- Check the ceramic flame-rod insulatcr fcr :::; . : ;r
evidence of €xposure to extreme heat. wfrtcn can
permit leakage to ground. Replace the pitot burner/
igniter-sensor and provide a shield, i{ necessary.
- lf the flame rod or bracket are bent out of oosition.
restore to correct oosilion.
IHEFI,IOSTAT (CONTHOLLEN)
CALLS FOR HEAT
Firsl vaiv6 (pilol) operalor oFang
PILOT BURNER OPERANON
Pilot burnef ljEhls- Afier 90 soconds marimum, system shuts ofi and otlol
[rodul€ s€nses OR valve ctosos: lnai lor rgnition r€stans atter mrnimum ot
llame current. S fltnutes 16 mrnules nominal). tgnation, shutotf, watt
sequencs ropea6 unl priol lights or call tor heat €nds.
FLAME CURREIIi :ENSED
' Spark geneaaror cd.
' second valve operarcr -ard)
system shuts ott. restgrls wnen powef is
@sloteo.
PILOT FLAME FAILUNE
Main valYe closes,
ModuE sbns traltor Qniion.
THOUBLESHOOTING
IIvIPORTANT
1. The following service procedures are provided as a
general guide. Follow appliance manufacturer
service instructions if available.
2. Meter readings between gas contrcl and ignition
module must be taken within the trial for ionition
period. Once the ignition module shuts ofr, wait for
retry or rcset at the thermostat.
3. lf any component does not function properly, make
sure it is correctly installed and wired before
rcplacing it.
4. The ignition module cannot be repaired; if it
malfunctions, it must be replaced.
5. Only trained, experienced service technicians should
se rvice i nte r m ittent pilot syste m s.
Perform the Checkout (see Checkout section) as the first step
in troubleshooting. Then check the appropnate troubleshooting
gulde (Fig. 19) and the schematic diagran (Fig.22) to pinpoint
the cause of the problem. When troubleshooting indlcates an
ignition problem. see the lgnition System Checks section to
isolate and correct the problem
Following troubleshooting, oerforrn the Checkout orocedure
again to be sure system rs operating normally.
*) INTERM,TTENT ptLor RET*,FIT Ktr
STEP 3: Check spark ignition circuit. You need a short jumper wire
made from ignition cable or other heavily insulated wire.
I Close the manual gas valve.1 .ai-^^6^^-...^ '^,.'li^^ ^^hle at the SPARK terminat on rhe J . IDUU' Ll ,ttt i s :9' 'r(l'Jr I vou
;nodulo.
f Ensure adequate flame current as follows:- ; i;r; ;ff the furnace at the circuit breaker or fuse box.
. Clean the flame rod with an emery cloth'
. [dk; sure the electrical connt'c'i s '!'e':::'il ind t:gnt
nepra"e aumaged "vire
wtih ':''1 :l' : ;3 ' - : ''l' '8
wlre rated ior conllnuous dt.,i"' l;; : I lll"l -' =)'
. Check {or a cracked ceramic lllsulaior' 'vnic:l c3n cause
snort to ground' and replace the igniter-sensor' if
necessary . At the gas control, disconno" :::-' ia n '/al\'e "'l'e
ri'm
the TH or MV terminal.. Turn on the power and se1 lhe thermost3t to eell for
4eat. :he sllot should ligi't tul ine :na n c":3tr c:-ai:s
ofl because the maln valve iclJallr rs liscrnnec:eo'
. Checr the pilot flame. Make sure it is olue. steady ano
envelops 318 lo 112 in' (10 to 13 mrn) " ihe ilarne 'c:'
See Fig. 20 for possible tlame :roc :: .-:! th€rr
.ar rcoQ
. lf necessary, adjust the pilot flame by lurning lhe cricl
adjustment screw on the gas control 'llocKwlse 13
decrease or counterclockwise to increase the plrol
flame. Following adjustment. always replace the pircl
adjustment cover screw and tighten firmly to assure
proper gas control operation.. set the thermostat below ti-.: roc:rl i-'t-roe rature :c .ic
.q: .^ rr r-l ho.i
A wanNtNG
No arc or arc
than18in.(3
'/Vhen :erfcrm|lg rhe following steps. do rt':r,cf
stnpped end of jumper or SPARK terminal. :fte
rcnrtion crrcuit generates over 10,000 volts and
c ectric]| snocK can , -'sLlt.
Energrze the mooule ano immedialely touch one eno ot
the lumoer tirmly to the GND terminal on the module.
Move :he iree end of the jumper slowly toi'ard the SPAFK
termrnal untrl a soark ts eslablished.
Pull the jumper stowty away lrom the terminal and note the
length of the oap when sparking stops. Check tai:le below.
Check external fuse. if Provided.
Verify power at module inPut
termrnal. Replace module t{ luse
and oower are okav.
STEP 4: Check piiot and rnarn burner lighlofl'
f Open the manual gas valve.
I Set the thermostat to call lor heat.
J Watch the ptlol burner during the iqnition seouence to see 1:
. ignition spark continues after the pilot is lit;
. p;lcl lights and the spark stops. but main burner does
not light.
:8. .:it' ;:''i.-rr Je:-:it;J .. ieconnecl the maln valve wlre.. Ser the thermostat to call for heat.. watch the ignition sequence at the ourner.
. lf spark still does not stop after the pilot lights :
the lgnition moclule.. lf the matn burner does not licht or lf the main burner
lights but system shuts down, cneck module. grcurrc
wire. and gas control, as descriLs.j , ' .i j
troubleshooting guide, Fig. 19.
STAFT
TUFN OFF GAS SUPPLY,
TUFN THERMOSTAT
(CONTFOLLER) TO CALL
FOR HEJ.T.
Ch9ck lins vohage powor, low vo[age lrad6tormer, limjt controll€r, lhorhostai (controllor) and rvinn?.
ch€ck that v6nl danp6r lif useoi is op6n and end sutch is made.
POWEF TO MOOULE.
(24V NOMINAL)
Pull ignilion lead and
chock spafi al module.
On models wdh v€nl dampor plug, make sure vent damper
has not boon Installed. th€n removed. Roplace vont damper
il necesEary.
On othof modgls. replace modul€,
I(JFN ON GAS SUPPLY
. Check that all manual Qas valves ars ooen. supply lubing and pressures are good, and pttot burner oriiice rs
not blocked.
. ch6Ck eleclrical connecions belw€en moduie and prlot opsrator on gas controt.
. Ch€ck for 24 Vac across PV-MV/PV lermrnats on module. tt vottage ts ot€y, (eplac€ gae contro| il nol.
replac6 module.
SYSTEIII RUNS UNTIL
CALL FOR HEAT ENDS?
Y8610u tNrERMtlTENr HLOT RJOHT Kr a
DILC,'T IS
NOTE: gslora troubleshootinq, lamitirnzo youlself wilh tha *anup and choct(out proc€dura.
. check ignition cable. ground wirjng, cearnic insulator and gap. and corect_. Check bool ol rhe rgnrtion cable tor srgns of meiiing or buckhng. Take proleclive actton to shield cable and
boot trom ence_jtve lemperalures,
'Check coniin!rty ot ignition cable and ground wire.
' Clean llam6 fo"
' rl;,.: . , :i: : :- i:1i..5 ool!\,een li3me roo anc mcdule.
' :nea^ irr ,;r:.-.,.ii ,.. ,1. i d;1e roo insutdlor.
' Check lhat priol liame cove.s ftamo rod and s sleaoy and blue.
I Adiu6l pilotllame.
'lf problem persrsls- rep,a!'. .:,tute.
' Ch€ck 1o.24 Vsc across MV_MV/PV tem;6als- ll no voltage, feplacs module.
. check 6l€ctical connoclons betw€€n
'nqdule
and gas conlrot. It okay, replsce gas contrct or gas conlrol
operator.
. Chsck conlinuty ot ,9;. iion calro 8lE g@und wir€.
NOTE: It ground is poor or oralic, thuldowns can occur occasionally even though operalion rs normal at
th€ lme ol chockoul.
. Ch€ck that pilol tlame covsrs llElns rod and is sloady and bluo.
. lf chocks ale okay, leplace modulE,
. Check lor proper lhermoslal (conlaoller)operalron.
. Remov€ MV lead ar modul€: il valvo ciosos. recheck lemperatufe controller and w|ling; not. replace gas
i-rrrol,
Fepeal procecjure unttJtroublehee operaton rs obtaine!,
Fig. 19. 5861 0U troubleshooting guide.
,ur), rrrr *TTENT P t Lor B ETR, F tT K IT
NOISY L]fiING BLOWING FLAME
SMALL ELUE FLAME fr
LAZY YSL-oW FLAi,iE
l,rn
I F''-
rEI
HARD SHARP FLAME ffi
APPEABANCE CAUSE Adiust Pilot Flame Current
The Dilot flame current must measure at least 1 uA and steady
or niisance shutdowns can occur. Use a Honeywell W136 to
adiust the pilot flame current.
il oiscbnnea the furnace power at the service. enlrance.
@ Disconnect the control module green ground wire'
@ Connect the microammeter negative lead to the control
module GND (BURNER) terminal and the positive lead
to the green ground wire (see Fla :1 ).
@ Disconnect the red wire from th;. ;.: ':ontrol TH or MV
terminal to disable the gas control.
@ Loosen lhe set screws holding the igniter-sensor on the
ground rod.
G) Restore power and set therrrcstat io :ail icr ne:-:.
O Wart until the pilot lights and sparring siops. The marn
burner can not light.
O Adiust the igniter-sensor position ard 'r'itch the
microammeter reading.
O When you find the ignitersensor poirti.:r that grves the
maximum microammeter reading, tighten the setscre ','s
to lock the igniter-sensor in place. This reading musl . :'
CHECK FOB LACK OF GAS FROi"l:
. CLOGGED ORIFICE FILTER
. CLOGGED PILOT FILTEF
' LOW GAS SUPPLY PFESSUH€
. PILOT AOJUSTMENT AT I\4JNII\,1UM
CHECK FOR LACK OF AIF FFC,,
. OIFTY OFIFICE
. DIRTY LINT SCREEN, IF USED
' OIRTY PRIMANY AIR OPENING,
. PILOT ADJUSTMENT AT l\rlNlMUl,'l
WAVING ELUE FLAME CHECK FOR:
. EXCESSIVE DRAFT AT Fll-OT
LOCAIION
, EECIPCULATIIIG PRODUCiS
OF CO]\4BUSTION
CHECK FOF:
. HIGH GAS PRES! -iE
lil/
o
at least 1 .0 uA and gteady.
--i: _.fr powei.. 'air-,,..:+i^"^^"-*:..- ::-':,:a^- ::
red and green leads.
Perform Checkout procedures.
THIS FLAME IS CHABACTERISi',C
OF MANUFACTURED GAS
CHECK FOR:
. HIGH GAS PRESSURE
. ORIFICE TOO Sl.la .i-
VENT TH.W OAMPER (oPT) PLUG
W136 TEST I"IE-IEF
lflliEA-SENSOR UNTIL FLA[.4E CURRENT EOUALS AT LEAST 1.0 pA (AND STEADY)
A
Fig. 20. Examples of unsatisfactory pilot tlames.
Fig, 21 . Adjusting f lame current.
vaetbu NTERMtrrENr r,ror,frF, Ktr
+A
- .-O:tkO r r
APowER suPPLY. PRovlDE otscoNNEcT M€ANS ANo ovEFLoAD pRoTEcfloN As nEQUtRED.
/2\ AI-TERNATE LIMIT CONTROLLER LOCATION.
MAIN
VALVE
-
INTEFINAL wlFING
--- EXTERNAL ",''
,.
2{ r.o or, *on
^atLAcEAgLE
FUSE. FU.E Elows,,,i,H€:. ,i: - .M'ER rs pLUGc€D rN.M3|fi
Flg. 22. Y8610U schomatlc dlegram.
oET- _-OR
OnC i,
''"'i
T."
ANSI STANDARDS
Exhibit A
Recommended Procedure for Safety Inspection of an Existing Appliance lnstallation as a Preliminary Step
to Applying an Automatic Intermittent Pilot System
The following procedure is intended as a guide to aid in determining that an appliance is properly instaiie.l arJ is in a safe condition for continuing use.
Jfj;919990ure is predicated on central furnace and boiler installations equipped with an atmospheric gas burne(s) and nol
9l l11q''-".1 uenlVFg: lt should be recognized that generalized test proceduies cannot anticipaie att siiuations. Accordingly,In some cases, deviation from this_procedure may be necessary to cjetermine sate operation of the equipment.?' This procedure should be performed prior to any attempt ajt modification ol the appliance or the installation.b' lf it is determined there is a condition which could resuli in unsate operation, the appliance should be shut off and the owner advised of the unsafe condition.
The following steps should be followed in making the safety Inspection:1 C,onduct a Gas Leakage Test o{ the appliance piping and control system downstream of the shut-off valve in the suppty line to the appliance,
2. Visually inspect the venting system for proper size and horizontal pitch and determine there is no blockage ot
^ restrictions' leakage or corrosion or other deficiencies which could cause an unsafe condition.r' snut on all gas to th€ appliance and shut off any other fuel-burning appliance within the same room. Use the shutoff valv€ ln lne supply line to each appliance. lf a manual gas valve is not in the gas supply line within 6 feet of :he appliance in an accessible location, one shall be installeo.4. Inspect burners and crossovers for blockage and corrosion.
?. Applicable only to warm air heating appliancr" Inspect heat exchangers for cracks, openings or eXCC,l',!s -Jrrosion.6. ApplicaDle only to boilers. Inspect for evi.:3!rc,, )f water or combustioir product leaks.7. Insofar as is practical, close. all building doors and windows and all doors between lhe space in which the appliance is located and other spaces of the building. Turn on clothes dryers. Turn on any exhaust fans, such as range noods and bathroom exhausts, so they will operate at maximum speed. Do not operate a summer exhaust tan. Clole fireplace dampers. lf, after completing steps 7 through t2, it is bblieved sutticient combustion air is not available, refer tir t.g.4 of '"? n':,:ic.at i:r_".j i:f i;ic (22!3..i) for guidance.8. Place.in operation the appliance being inipecteo. Follow the lighting instructions. Adjust thermostai so aDi.:liance will operale continuouslv.9. a. Determine thit the pilot is bur.nir:g p,n: erlv and that main burner ignition is satisfactory by interrupting and rc,. establishing the electrical suppiy to rlte apptiance ih any convenient manner.b. Determine manifold pressure in order to match input afler the new control is installed.10. a. Visually rretermine.l:13t main burner gas is burning properly; i.e., no floating, litting o; flashback. Adjust the primary air shutte(s/ as required.b. lf appliance is equipped with high and low flame control or flame modulation, check for proper main burner operai;on at low ilame.
1 1. Test for spillage at the draft hood relief opening after 5 minutes of main burner operalion. Use a draft gauge, the flame _ ot a match or candle, or smoke from a cigarette, cigar or pipe.l2 Return doors, windows, exhaust fans, firepiace caripers ind att other fuel-burning appliances to their previous
conditions ot use.
13. Applicable 'inly to warm air heating appliances. Check both limit controller and fan controller for proper operation- Limit controller operation can be checked by temporarily disconnecting the electrical supply to the blower motor and
_ determining that the limit control acts to shut ott the main burner-gas 14. Applicabte only to boilers:a. Determine that the circulating water pumps are in operating condition.b' Test low water culotfs, automatic feed controls, pressure aid temperature limit controls and relief valves in accordance with the manufacturer's recommendations and instructions to determine they are in operating condition.
Exhibit A of ANSI Standard 721.71tar Automatic lntermittent Pilot lgnition Systems for Field lnstallation.
Y861OU INTERMITTENT PILOT N
Exhibit B
Procedure for lnstalling Automatic Intermittent Pilot Systems
Prior lo beginning this procedure, a preliminary examination of the applianco and the automatic int€rmittent pilot system should be made to
determine that lhe automatic intermittent pilot system can be properlyapplied to the appliance.
This procedure is intended as a guide to aid in sately installing a listed automatic intermittent pilot system on an exisling listed appliance
equlpped with an atmospheric gas burner(s) and not of the direct vent type.
This procedure is based on the assumplion that lhe hisiory of the speciiia installation has been on6 ol safe and satistactory operation.
This procedure is predicated on central furnace and boiler installations, and lt should be recognized that goneralized procedures cannot
anticipate all situations. Accordingly, in some cases, deviation trom this procedure may be necessary to determine sale operation of the
equipment.
The following st6ps should be followed in making the modifications:
'l . Perform a safety inspection of the existing appliance installation. See Exhibit A for a recommended procedure for such a safety
inspection.
Shut ofl all gas and electricity to the appliance. To shut otf gas, use the shutoff valve in the supply line to the appliance. lf a manual
gas valve is not in the gas supply line wilhin 6 feet ot the appliance in an accessible location, one shall be installed. Do nor use the
shutotl valve which is provided as part of a combination control.
lnstall the automatic intermittent pilot system in strict accordance with the manufacture/s rnstallation instructions.
Turn on all gas and electricity to the appliance.
Determine that the appliance transtormer has adequate capacity by following the steps outlined below:
a. Compute the approximate current draw by adding tho current draw ot the automatic intermittent pilot syslem to (1) the current
draw ot the associated valving, and (2) the current draw of any relays or other devices operated by the transformer.b. l/ultiply the total current draw as computed above by 24 V to determine the total VA (volt-ampere) required.c. The total vA (voltampere) required should be equal to or less than the vA rating of the transformer.d. lf the total VA (volt-ampere) required is greator than the VA rating ol the transformer, the transformer must be replaced with a
Class 2 transtormer of adequate ratinq.
Check the heat anticipator in tfie comfortihermostal :r '.mine if it is properly adjusted to the current draw ot the control .,.iem.
Foilow the thermostat manufaclurer's rnstructions.
Make certain wiring connections are tight and wires are pu:r,ironed and secured so they will not be able to contact high temperature
locations.
8. Conduct a Gas Leakage Test ot the appliailcs piping and conlrol syst8m downstream of the shut-otf valve in the supply line to the
aooliance.9. a. Adjust the thermostat to its highest temperature setting, and test manifold pressure and adjust the pressur€ re. :'.r :' - 1:rh
original input as required (reter to Exhlbit A, step 9b).b. Visually determine thal main burner is burning properly; i.e., no floating, litting or flashback. Adiust the primary air snutteris) as
required.
10. lf the appliance is equipped with high and low flame conti : or llame modulation, check for proper mein bumer operation at both high
and low flame.
11. Determine thai the pilot is igniting and rruming properly and that main bumer ignition is satistactory by interrupting and reestablishing
the electrical supply to the appriance in anl convenient manner. Make this determination with the appliance burner both cold and hot.
Perform this step as many limes as is necessary to satisty yourself lhat the automatic intermittent pilot system is operating lrooe. '.,.12. Test the pifot safety device (1) to determine it it is operating propedy, and {2) tor turndown characl€ristics according tc. :r'
manutacturels installation instructions. No adjustments should be made other than those recommended by th6 system ,
13. Sequence the appliance through at least three operating cycles.
14. Applicable only lo tumaces. Check both tha limit controller and the fan controller for proper oparation. Limit control operatlon can be
checked by blocking the circulating air inlet or temporarily disconnecting the electrical supply to the blower motor and determining that
the limit controller acts to shut ofl the main burner oas.
15. Applicable only to boilers.a. Determine that the circulaiing water pumps are in operating condition.b. Test low water cutoffs. automatic leed water controls, pressure and temperature limit controllers and relief valves in accordance
with the manutacturer's recommendation to determine they are in operating condition.
16. Add the labels (see 1.6.1-n and -o) on the appliance.
J.
5,
Exh
Home rnd Building Control
Honeyu eii h::.
Honeyrveil Pl ,-:r
P.O. Box 5l.l
Minneapolis MN 55408-051-l
Honel'u rll I-atin American Division
Miami Lakes Headquarters
14505 Commerce Way Suite 500
Miami Lakes FL 33016
Home and Building Control
Honeywell Limited-Honeywell Limirde
155 Gordon Baker Road
Nonh York. Ontario
M2H 2C9
Honeywell Europe S.A.
3 Avenue du Bourget
B-l140 Brussels Belgium
Honeywell Asia Pacific Inc.
Room 3213-3225
Sun Hung Kai Centre
No. 30 Harbour Road
Wanchai
Hong Kong
Honeywell
pi nleo on rec.,rcled gaoer conlarnrng at
,;51 :'. :::i':crslrmer ciroer raers
Helpinq l',,tr Conrv litur lWtricl
TOWN OF VAIL
75 S. FRONTAGE ROAD
vAtL, co 81657
970-479-2138
Oo*rr r*r oF coMMrrN,r" orurr0u",
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT AI-L TIMES
MECHANICAL PERMIT Permit #: M02-0195
?pi t \.f r
Job Address: 4445 GLEN FALLS LN VAIL Status . . . : TSSUED
Location.....: 4445 GLEN FALLS LANE Applied. . : 0911712002
Parcel No...: 210112313004 Issued . . : 091182002
ProjectNo :
"R(ri
-O(: ra, Expires. .: 03/l'1l2OO3
owNER GAIJBREATH, JAMES H. 09/17/2002 phone;
14 VILLAGE RD
ENGI.,EWOOD CO
8 0l-10
License:
CoNTRACTOR BTANCO BROTHERS 09/L7/2OO2 phone: 970-625-2087
603 Fairway Ave.
RIFIJE, CO
815s0-3409
Lricense: 116-M
APPLTCANT BIANCO BROTHERS 09/17/2002 Phone: 9'70-625-2087
503 Fairway Ave.
RIFIJE , CO
81"650-3409
License: l-L5 -M
Desciption: INSTALI, IN FLOOR HEAT
Valuation: $25,000.00
Fireplace Information: Restictcd: Y # ofcas Appliances: 0 # of Gas logs: 0 # of Wood Pellet: 0
* * * * *)t,t a*tl l t
'r
*,*,],*
Mechanical--> $500.00 Restuarant Plan Review-> $0 - 00 Total Calculated Fees-> $528.00
Plan Check--> 5125.00 DRB Fcc----------> $0 - 00 Additional Fees------> $55.00
lnvestigation-> 90.00 TOTAI. F[ljS--------> S528.00 Total Permit Fee--> 5583.00
Willcall---> 53.00 Payments-----------> $583.00
BAl,AficE DUE__-> 50.00
Item: 05100 BUILDING DEPARTMEIf,f
O9/L8/2oo2 trRItl Action: AP
Item: 05500 FIRE DEPARTMEMI
CONDITION OF APPROVAL
Cond: l-2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE.
Cond: 22
(BI-,DG.): COMBUSTION AIR IS REQUIRED PER SEe. 701 OF THE 1997 Ul4e, OR SECTIoN
701 0F THE 1997 rMC.
Cond: 23
(BLDG. ) : INSTAL,LATION MUST CONFORM TO MANUFACTIIRES INSTRUCTIONS AIiID TO CHAPTER
10 OF THE 1997 I]MC, CHAPTER 10 OF THE 1997 IMC.
Cond:25
(BLDG. ) : GAS AppLrANcEs tr,l BE
'E,*TED
AccoRDrNG To c*Ar-R I AlrD sHAtTJ
TERMIIIATE AS SPECTFIED IN SEC.8O5 OF THE 1997 I]MC, OR CHAPTER 8 OF THE 1-997 IME.
Cond r 29
(BI,DG.): AcCESS To HEATING EQUIpIr{ENT MUST coMpl,y wrTH cHApTER 3 AND sEc.1oL7 oF
THE 1997 t]l{C AND CHAPTER 3 OF THE 1997 IMC.
Cond: 31
(BLDG. ) : BOILERS SIALIT BE MOUMTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNI-,ESS
T'ISTED FOR MOT'}fTING ON COMBUSTIBI,E FTJOORING.
Cond: 32
(BIJDG.): PERMIT,PLANS AND CODE AI.IAI-,YSIS MUST BE POSTED fN MECHANICAL ROOM PRIOR
TO AI.I INSPECTION REOIIEST.
Cond: 30
(BLDG. ) : DRAINAGE OF MECIIANICAL ROOMS COMPAINING HEATING OR HOT-WATER SUPPLY
BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. LO22 OF THE 1997 IIMC, OR
sEcTroN 1004.5 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 SHALL BE MADE TWENTY-FOUR HOURS IN A'l 479:2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
ATURE OF ORCONTRACTOR FORHIMSELF AND OWNEF
* * * * * ** + * * * * * * * * * +**,*****+* ******++ ************** * * * * * * * + * * * * * * * * * * ********* **** **** *'**** ***
TO\AN.{ OF VAIL, COLORADO Statement
* + '* * * * * f * * * * * * * +* * * * '* * * * + * +* * * * * * * + * * * * ***+****** * *,1* + * * * * * * * * * * * * * *********{t**
'Nr
******* *****
Statement Number: R000003115 Amount: $583.00 09/L8/200203:59 pM
Pa)rment. Method: Check fnit: DDG
Not.ation: GIeBner 2772
Permit No:
Parce1 No:
Site Address:
Location:
Thi6 Payment :
M02 - 0r.9s
2101r_231"3004
4445 GLEN FAIJLS
4445 GLEN FATLS
$683 .00
T)pe: MECHANTCAL PERMIT
IJ{ VAIL
LANE
Total Fees:
Tot,al ALI"r Pmts :
Balance:
$683 .00
$583.00
$0.00
* {. * * * + * * * * * * * * * * * * * * * * * !t + + * * * * * * * * +* * * * * * l. * * * ** * * * * * * * * * * ** * * * * * + * * * * * * * * * + * * l. * * ******** ** **
ACCOI]NT ITEM LIST:
Account Code Descri pt i on Curnent Pmts
CL
MP
PF
!ic
00100003123000
00100003111300
00100003112300
00100003112800
CONTMCTOR LICENSES
MECHANICAL PERMIT FEES
PLAN CHICK FEES
I,JILL CALL iNSPECT]ON FEE
55.00
500.00
i25.00
3.00
iTttri
not be
Room
tt
Line
Loss
Equipment Cut/Spec Sheets
".O* uNsrcNED
\Project #: _
uilding Permit #:
echanical Permit #:
97 0-479-2149 (Inspections)
TOVNOpUtn
75 S. Frontage Rd.
Vail, Colorado 8
tr
tr
tr
tr
tr
CONTRACTOR INFORMATION
Mechanical Contractor:
6rrn"o lSrr=
Contact and Phone #'s:
"u-78fr / 3)q-L>
E-Mail Address:
d.coow
COMPLETE VALUATION FOR MECHANICAL PERMIT labor & Materials
***xx:i************x*****FoR oFFIcE usE oNLY**************************x**
Other Fees:Planner Sion-off:Accepted Bv:
DRB Fees:Date Received:
Contact Assessorc Off ice at 970-328-8640 or visit for Parcel #
Parcel # JIU I I A 7 | 7 ee.f
rob Address: 44 { Gle,, Glts Lr., -
Legal DescripUon ll Lot ll Block: ll Filing:Subdivision: fi27+gl &/e".
owners Name:6o bf.".Pt- ll Address:Phone:
Engineer:Address:Phone:
Detailed description of work:irt&w-+M
WorkClass: New(4fg Addition( ) Alteration( ) Repair( ) Other( )
Boiler Location: Interior (lQ Exterior (#) Other ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg: Single-family 1[ ouptex ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) fther ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
No/Tvoeof FireplacesExistinq: GasAppliances( ) GasLoqs( ) Wood/Pellet( ) WoodBurning( )
NofFype of Fireplaces Proposed: Gas Appliances ( ) Gas LoSs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( )
\Wai|\dala\cdev\FORMS\PERM ITS\M ECHPERM.DOC
'oo,tf{f
&tbi
Town of Vail Mechanical Codes and Desiqn Criteria
. You must obtain Design Review Board (DRB) approvat if any of the mechanical work will involve
ANY exterior work. This includes and is not limited to removal and replacement of driveway snow melt systems. Please contact a planner at 479-2128 before submitting your mechanical permit
application.
. The Town of Vail has adopted the lggS lnternational Mechanical Code (IMC) with the 1997 Uniform
Mechanical Code (UMC) as an acceptable alternative.
. All new construction within the Town of Vail is considered to be of unusually tight construction, thus
all combustion air is required to be drawn from ciutside the structure for mechanical equipment.
Reference the 1997 UMC Sec. 7OL.Z.
Town of Vail Fireolace Ordinance
In September of 1991, the Vail Town Council adopted an ordinance which restricts te construction and
use of open hearth fireplaces within municipal boundaries. Since that time the ordinance has
undergone numerous changes and revisions, striving for compromise, yet effectiveness in addressing
the air quality issue. Therefore the following criteria has been adopted:
r Construction of open hearth wood burning fireplaces is no longer permitted within Town of Vail
municipal boundaries.
. Dwellino Units - Each new dwelling unit may contain:
One (1) EPA Phase II certified solid fuel burning device and no more than two (2) gas appliances
(B vent)
OR
Two (2) gas log fireplaces and no more than two (2) gas appliance fireplaces (B bent).
. Restricted Dwellinq Units - Each new restricted dwelling unit may contain:
One (1) gas log fireplace and not more than one (1) gas appliance fireplace.
. Accommodation Units - Each new accommodation unit may contain:
One (1) gas log fireplace or one (1) gas appliance fireplace.
. If two or more separate dwelling units or accommodation units are combined to form one larger
unit, the combined unit may retain one woodburning fireplace (if one already exists) and no more
than 2 gas appliance fireplaces, or may convert up to two existing fireplaces to gas.
. If during the course of a remodel an existing woodburning fireplace is altered or moved, the unit
must then comply with all provisions of the ordinance. That is, the fireplace must be convefted to
natural gas or replaced by an EPA Phase II certified unit.
Fr /eyeryone/forms/ mechperm
HOW DID WE RATE WITH YOU?
Town of VailSuwey
Community Development Department Russell Forrest Director,
(970)47S-2139
Check allthat applies.
1. Which Deparhent(s) did you contact?
Building Environmental Housing_ Admin
Planning DRB _ PEC
Was your initialcontact with our stafiimmediaie
no one available ?
5
4.Was your project reviewed on a timely basis? Yes / No
lf you were required to wait, how long was it before you were
helped? _
lf no, why not?
Was this your firsi time to file a DRB app_ PEC app_
Bldg Permii_ N/A
Please rate the performance of the stafi person who assisted you:54321Name:
(knowledge; responsiveness, availability)
Overall effectiveness of tfre Front Service Counter. 5 4 3 2 'l
What js the best time of day for you to use the Front Service
Counter?
9. Any comments you have which would allow us to beter serve you
nexttime?
Thank you for kking the time to complete this survey. We are
commited io improving our seMce. . ,
sl0w 0r
7.
L
Ratings
DOE
F.a a utmenstons
>D<
A
H
r9
yY
R|GHr s|oE
NOTE:
ltrti,o Lit,nl,tt',t ii Jttltptl
/r,i,.t'. (-ilirr/,rtrrl rrr,rr' 1,i
ntt)t tnl o ritlt hnih]
'|l,t,h or ntrt I l,il,itr.
\tL tlinntiLtu Llntr ltn
f iyL si:L Ltl ;tr;rthtt"t
Boiler
Model
(1)
DOE
Heating
Capacity
MBH (2)
Net l=B=R
Water
Ratings
MBH (3)
38
5'r
77
102
127
152
177
Approx.
Shipping
Weight
Boiler
Water
Content Chimney
Size
Input
MBH
52
70
105
140
175
210
245
DOE Seasonal E
Percent (AFUE)
SPDN SPDL PIDN
e r--}. co.-z / cGa.8
CGa-25
CGa-3
CGa-4
CGa-5
CGa.6
81.5 83.3
81.6 83.7
81.7 83.7
81 .B 83.7
81.9 83.6
82.0 83.6
82.1 83.6
84.0
84.0
84.0
835
83.2
83.0
82.7
Nat or LP Gas
Connection
Size Inches
4" l.D. x 20'
4" l.D. x 20'
5" l.D. x 20'
6" l.D x 20'
6" l.D, x 20'
7" LD. x 20'
7" l.D. x 20'
44
59
BB
117
146
175
204
Dimensions
Inches
ADW H
200
200
240
280
325
370
425
1,5
t.c
2.1
2,7
3,3
3,8
4.4
(2) Based on standafd test proccdLlres prescr bed by the tjrlited Stales ile|)arlmenl oi Enefgy.
0n a p prng and pick up a !\aanoe 0f 1.15. An a dd lronal al owance shou d bc nrade for lnLrsua prprng ard p ck.|n oads
CGab0le|sareCSA desr!n ce.tfred for nstalalioi or cornbushbe iloonnq Tested for 50 psiworkng press!re.
Boiler
Model
5 4 10 45 3/s
5 4 10 523/e
6,/,5 13 543/a
8 6 16 577/a
9% 6 19 607/a
11 7 22 621/e
12% 7 25 647/a
FRONT
Crate Dimensions
(Outside Measurements - In.)
Length Width Height
27 27 % 31./z
27 27% 31 %
27 27y, 31 %
30 27 y, 31 l,
33 27 % 31tz
36 27'/, 31 %
42 27% 31 '/z
Supply
Piping
In. (1)
Return
Piping
In. (1)
CGa-25
CGa-3
CGa-4
CGa-5
CGa.6
CGa-7
CGa-8
%
1
1
1
11/
1'/t
1'/z
%
I
1
1
/11/
lft
t/2
.i. .,a ..r'
,9
%
%
v,
,/.
%
3/.
3/.
Notes:(1)c|lc!ator|an{]eiiL.]ppedwthbo||elLssameSzeasTecon]mendedp|pesze'ForSl]ppyandrelUrn|]o|IertappiIlgslzesee|slaa[on
fitafLal
.l t> <
'--. l
; ,l
YY
: -. >a
LEFr stoE ToP vtEvl,
Locate our Sales Offices by visiting our website:
www.weibmclain.com
Additional Equipnrent:
Taco 110 Circulator
B&G 100 Circulalor
Expansion Tank Package (expansion tank. fill &
check valve, auto air vent and fittings):
#109 - sizes 25 thru 5: #110, sizes 6 thru 8.
Shipped in separate carton.
W-l\,4 5 & 10 Year Homeowner Protection Plan
W-I/ lndirect-fired Water Heaters
W-M Maxiflo't Pool Heaters
W-N,4 Radiant Heating Products
W-l\,4 Baseboard Units
Weil-McLain
500 Blaine Street
Michigan City, lN 46360-2388
t,
| ''r
tl l- -l'
Standard and Additional Equipment
Standard Equipnrent:
Factory Tested
Two-Piece Top Jacket Panel
Insulated Extended Steel Jacket
Cast lron Sections with Built-in Air Separator
Radiation Plates
Verlical Draft Hood
Automatic Vent Damper
Combination Gas Valve for 24 Volt
Wiring Harness
Non-Linting Pilot Burner
Stainless Steel Burners
Electrical Junction Box
Rollout Thermal Fuse Element
High-Limit Temperature Control
Circulator (when ordered)
Spill Switch
In the interest of continual improvements in product and performance, Weil-McLain reserves the right to change specifications without notice.
llfEll'll}lAltl
A United Dominion Company
30 PSI ASI\48 Relief Valve (boiler sections
tested for 50 PSI working pressure)
Combination Pressure-Temperature Gauge
Drain Valve
HIGH EFFICIENCY MODEL. SPD
Constant Burning. Thermally-Supervised
Pilot System
Thermocouple
Combination Relay Receptacle and
40VA Transformer
Plug-in Circulator Relay
HIGHEST EFFICIENCY MODEL. PID
Integrated Boiler Control Module with
Intermittent Electronic lgnition Systern
& Indicator / Diagnostic Lights
4OVA Transformer
Plug-in Connector and Wiring
(O 2000 Weil-McLain Form No C-848(0300)
E[-
a rlAlil
I Easy to Install and Service
D High Efficiency
GAS BOILER
for
Natural Draft
Venting
Water Net Ratings.
38,000 to
177,000
Btu/Hr.
Applications:
. Residentral
. MLrltiple Boilers
. Schools and
Other Institutions
.Indirect-fired
Water Heatrng
. Radiant Heating
. And Much More [] Made with Weil-Mclain Quality
L.,:LJ(,( ,,/. /n/, A^ + e.rt)-'r7:'
^',,'1"!?|,!i
Pase 1 n'e,] Q:r:j
k ** * * * * * * *:k * * rr* * *** * * * rr * * * * * ** * ** * *EEJF* * * r, *h * * ** * * * * * t(* * * t tt * * * * t( rr * * * * * * * *t * *
{EArLoss vers s.0 copyrisnt tt?3i}itlir_rnT}"*"" and Associates, Bel-]aire, MI
*li * * * * * * * * * * * * *
lcoft'1
f Doi t€&
GALBREATH
**tr*********************tr********ik*******************************
\ DAHL GLENwooD sPRrNGs
\ 3366 cLEN AVE
\ cLENwooD sPRrNcs co. 81501
I gss-2331 t-80o-2s2-324s
/ o9-L2-2002
Heatloss is based on a Design Temp. Difference of 90
EJEIJ Z
CEILING HEIGHT IS 9.OO FEET, VOLUME IS 1,188 CUBIC FEET
l EXPOSED OPENINGS,TOTALING
2 EXPOSED WALLS, not including openings,ToTALING >>>> l-55-0 SQUARE FEET
ROOM SIZE IS L1.0 LoNG by l-2.0 WIDE, ToTALING >> 132.0 SQUARE FEET
WINDOW TYPE IS: U-Value = .361, Double Pane, Low e Coating, Clear Glass
WALL TYPE IS: U-Value = .09, Frame Insulatsed
CEILING TYPE IS: U-Value = .033, Unconditioned ettic space Abowe
FLOOR TYPE IS: U-Value = 0, Floor over any Conditioned Space
HEATLOSS
3vb
n
1 A.A1
4 ,559 is 34. s
The Total BTUH for the outside wal1s are
The Total BTUH for the Exposed Openi-ngs are
The t,otaI BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
T}IE TOTAL BTIII{ FOR THIS ROOM IS
Required Radiant floor output, BTLI's /square foot
BATT{
CEILING HEIGIIT IS 9.OO FEET,VOI-,UME IS
O EXPOSED OPENTNGS,TOTALING
O EXPOSED WALI-,S, not including openings,TOTALING >>>>
ROOM SIZE IS 7.0 LONG by 12.0 WIDE' TOTALING >>
WINDOW TYPE IS: U-Value = 0, No openings in this room
WALL TYPE IS: U-VaIue = .09, Frame Insulated
CEILING TYPE IS: U-Value = .033, UncondiEioned Attic Space A.bove
FL,,OOR TYPE IS: U-Value = 0, Floor over any Conditioned Space
HEATLOSS
The Total BTIIH for the outside walls are
The Total BTUH for the Exposed Openings are
The total BTUH for the cei-1ings
The total BTUH for the f100rs
The BTUH infiltration for the openings is
THE TOTAI, BT"UI{ FOR TIIIS ROOM IS
Reguired Radiant floor output, BTU's ,/square foot is
756 CUBIC FEET
O. O SQUARE FEET
O, O SQUARE FEET
84.0 SQUARE FEET
0
U
z5z
0
0
252
3.0
Page 2
MST SITTING
CEILING HEIGI{T IS 9. OO FEET,VOI-,UME IS
1 EXPOSED OPENINGS,TOTALING
2 EXPOSED WALLS, not including openings,TOTALfNG >>>>
ROOM S]ZE IS 11.0 LONG by 9.0 WIDE, TOTALING >>
WINDOW TYPE IS: U-VaIue = .361-, Double Pane, Low e
WALL TYPE IS: U-Value = .09, Frame Insu1aLed
Coating, C1ear Glass
CEILING TYPE IS: U-Value = .033, Unconditioned Attic Space Above
FLOOR TYPE IS: U-Value = 0, Floor over any Conditioned Space
HEATLOSS
1,118
1, 36s
29'7
n
1_ , 461_
4 ,24r is 42.8
891 CUBIC FEET
42.0 SQUARE FEET
138.0 SQUARE FEET
99.0 SQUARE FEET
The Total BTUH for t.he outside wa11s are
The Total BTUH for the Exposed Openings are
The totaL BTUH for the ceilings
The t.otal BTUH for the floors
The BTUH j-nfilt,ration for the openings is
T'HE TOT.A,L BTUI{ FOR T1{IS ROOM IS
Required Radiant floor outpuc, BTU's /square foot
MST BED
CEILING HEIGHT IS 9.OO FEET, VOLUME IS L,728 CUBIC FEET
1. EXPOSED OPENINGS,TOTALING L EXPOSED WALLS, not including openings,TOTALING >>>> 78.0 SQUARE FEET
ROOM SIZE IS 12.0 LONG by 16.0 WIDE, TOTALING >> 192.0 SQUARE FEET
WINDOW TYPE IS: U-Value = .361, Double Pane, Low e Coating, CLear Glass
WALL TYPE IS: U-Value = .09, Frame Insulated
CEII-,,ING TYPE IS: U-Value = .033, Unconditioned Attic Space Above
FIJOOR TYPE IS: U-Va1ue = 0, Floor over any Conditioned Space
HEATLOSS
The Total BTUH for the outside walls are 632
The Total- BTUH for the Exposed Openings are 975
The total BTUH for the ceilings 576
The tota] BTUH for the f100rs 0
The BTUH infiltration for the openings is 1,043
THE TOTAL BTUH FOR TT{IS ROOM IS 3,226
Required Radiant floor ouEput, BTU's /square foot is 16.8
MST CI-,OSET
CEILING HEIGHT IS 9.OO FEET, VOLUME IS L,620 CUBIC FEET
O EXPOSED OPENINGS,TOTALING
2 EXPOSED WALLS, not including openings,TOTALING >>>> 243-0 SQUARE FEET
ROOM SIZE IS 12.0 LONG by 15.0 WIDE, TOTALTNG >> 180.0 SQUARE FEET
WINDOW TYPE IS: U-Value = 0, No openings in this room
WALL TYPE IS: U-Val-ue = .09, Frame Insulated
CEILTNG TYPE IS: U-VaLue = .033, UncondiEioned Attic Space Above
FLOOR TYPE IS: U-VaIue = 0, Floor over any Conditioned Space
HEATLOSS
1 04q
0
The Tot.al BTUH for the outside wa1ls are
The Total BTUH for the Exposed Openings are
Page 3
The toral BTUII for the ceilings 540
The toUal BTUH for the floors 0
The B'IttH infilt,ration for Lhe openings is 0
TITE TOTAL BTTJH FOR THIS ROOM IS 2.508
Required Radiant fLoor outpuc, BfU,s /square foot is 13.9
MST BATH
CEII.,,ING HEfGHT IS 1O.OO FEET, VOLI]ME IS T,'J"90 CUBrC FEET ]- EXPOSED OPENINGS, TOTAIJING
2 EXPOSED IdALIJS, not lncluding openings,TOTALING >>>> ]-47.0 SQUARE FEET
ROOM SIZE IS 8.5 LONG by l-4.0 WIDE, TOTAIJING >> 119.0 SQUARE FEET
WINDOW TYPE IS: U-Value = .361, Double pane, Low e CoaEing, Clear Glass
WALI.I TYPE TS:U-Value = .09, Frame Insulated
CEIL,,ING TYPE IS: U-VaIue = .033, Unconditioned Attic Space Above
FLOOR TYPE IS: U-Valu€ = 0, Floor over any Conditioned Space
HEATLOSS
L,1_9L
585
351
0
ozo
2,759 foot is 23.2
The Total BTUH for the ouLside wal1s are
The Total BTLIII for tbe Exposed Openings are
The total BTUH for the ceilings
The total BTIIH for the floors
The BTIIH infiLtration for the openings is
THE TOTAI, BTI]H FOR THIS ROOM IS
Required Radiant floor output, BTU,s /square
LAUMDRY
CEILING HEIGHT IS 9.OO FEET, VOLI'ME IS 792 CI]BIC FEET
O EXPOSED OPENINGS,TOTALING 2 EXPOSED WALLS, not. including openings,TOTALrNG >>>> 77L.0 SQUARE FEET
ROOM SrZE rS Ll-.o LONG by 8.0 WIDE, TOTALING >> 88.0 SQUARE FEET
wINDOw TYPE IS: U-Value = 0, No openings in this room
WALL TYPE IS:U-value = .09, Frame Insulated
CEILING TYPE IS: U-Value = .033, Uncondit.ioned Att.ic Space Above
FL,,OOR TYPE IS: U-Value = 0, Floor over any Conditioned Space
HEATIJOSS
L, 385
0
264
0
0
1,649 is L8.7
The Total BTUH for the outside walls are
The Total BTLTH for the Eteosed Openings are
The total BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
THE TOTAL BTUH FOR TT{TS ROOM 15
Required Radiant floor output, Bfu,s ,/square foot
HAI,I-,,
CEII-,ING I{EIGIIT TS 9. OO FEET,VOLUME IS
O EXPOSED OPENTNGS,TOTALTNG
1 EXPOSED WAI-,,LS, not including openings,TOTAI-,,INc >>>>
864 CUBIC FEET
O.O SQUARE FEET
108.0 SQUARE FEET
Page 4
ROOM SIZE IS 1-2.0 LONG by 8.0 WIDE, TOTALING >> 96.0 SQUARE FEET
wINDOw TYPE IS: U-Value = 0, No openings in this room
WAI-rLr TYPE IS: U-Value = .09, Frame Insulated
CEILING TYPE IS: U-VaIue = .033, Unconditioned Attic Space Above
FLOOR TYPE fS: U-Va1ue = 0, Floor over any Condit.ioned Space
HEATI.,OSS
875
0
288
0
0
L, L63
is L2.l
The Total BTII}I for the out,side wal1s are
The Total BTUH for the $q)osed Openings are
The total BTUH for the ceilings
The tota] BTUH for the floors
The BTUH infiltration for the openings is
TIIE TOTAL BTUH FOR THIS ROOM TS
Required Radiant floor output, BTU's /square foot
BATH
CEILING HEIGI{T IS 9.OO FEET, VOI,UME TS 450 CI]BIC FEET
O EXPOSED OPENTNGS,TOTALTNG 2 EXPOSED WAL,LS, not including openings,TOTALING >>>> L35.0 SQUARE FEET
ROOM SfzE rS L0.0 LONG by 5.0 9l1DE, TOTAL]NG >> 50.0 SQUARE FEET
wfNDOW'TYPE Is: U-Vafue = 0, No openings in t,his room
WALI-, TYPE IS: U-VaIue = .09, Frame Insulated
CEILING TYPE IS: U-VaLue = .033, UncondiLioned Attic Space Above
FL,OOR TYPE IS: U-Val-ue = 0, Floor over any Conditioned Space
HEATLOSS
The Tot.a1 BTUH for the outside walls are 1,,094
The Total BTLIH for the Elcposed openings are 0
The Eota] BTITH for Lhe ceilings l-50
The total BTUH for the floors 0
The BTTIH infiltration for the openings is 0
TTIE TOTAI-, BTL]H FOR TIIIS ROOM IS !,244
Reguired Radiant floor output, BTU's /square foot is 24.9
BED 5
CEII.,,ING I{EIGHT IS 1O.OO FEET, VOLUME IS 1,495 CUBIC FEET
2 EXPOSED OPENINGS,TOTALING 2 EXPOSED WALIJS, not including openings,TOTALING >>>> 2L5-O SQUARE FEET
ROOM SIZE IS l-1 .5 IJONG by 1-3.0 WIDE, TOTALING >> t49.5 SQUARE FEET
WINDOW TYPE IS: U-Value = .351-, Double Pane, Low e Coatsing, Clear Glass
WAI-,L TYPE fS: U-Value = .09, tr'rame Insulatsed
CEILING TYPE fS: U-Value = .033, Unconditioned Attic Space Above
FLOOR TYPE IS; U-Value = 0, Floor over any Condiuioned Space
HEATIJOSS
L, t+z
975
449
0
1_, O43
4,209
28.2
The Tota1 BTUH for uhe outside walls are
The Total BTUH for the E}cposed Openings are
The t,otal B'rUH for uhe ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
THE TOTAI.,, BTUH FOR THTS ROOM IS
Required Radiant floor output, Bru's ,/square foot is
Page 5
BED 4
CEILING HEIGHT IS 1O.OO FEET, VOI,UME IS 1.,610 CtIBlC FEET
2 EXPOSED OPENINGS,TOTALTNG
2 EXPOSED WALLS, not including openings,TOTAI-,ING >>>> 225.0 SQUARE FEET
ROOM SIZE rS l-l-.5 LONG by L4.0 WIDE, TOTAI-,ING >> 151.0 SQUARE FEET
WfNDOW TYPE IS: U-Value = .361, Double Pane, Iro\d e Coating, Clear Glass
WALL TYPE TS:U-Value - .09, Frame Insulated
CEII,ING TYPE IS: U-Value = .033, Unconditioned Attic Space Above
FLOOR TYPE IS: U-VaIu€ = 0, Floor over any Conditioned Spaee
HEATLOSS
1, 823
975
483
0
1 n4 ?
4,324 is 26.9
The Total BTUH for the outside walls are
The Total B'fttH for the E>rposed Openings are
The total BTUH for t,he ceilj-ngs
The toual BTUH for the f100rs
The BTUH infiltrat,ion for the openings is
TT{E TOTAI-, BTUI{ FOR TI-TS ROOM TS
Reguired Radiant floor output, 8fU's ,/square foot
STAIR IIALL
CEII,ING HEIGHT IS 10. OO FEET, VOLUME TS 540 CUBTC FEET
4 EXPOSED OPENINGS,TOTALING 2 EXPOSED WAL,,LS, not including openings,TOTALrNG >>>> L22.0 SQUARE FEET
ROOM SrZE rS 9.0 LONG by 6.0 WIDE, TOTALTNG >> 54.0 SQUARE FEET
wINDOw TYPE IS: U-VaIue = .351, Double Pane, Low e Coating, Clear Glass
WAI-,L TYPE IS:U-Value = .09, Frame lIrsulated
CEILfNG TYPE IS: U-VaLue = .033, Unconditioned Attic Space Above
FLoOR TYPE IS: U-Valu€ = 0, Floor over any Conditioned Space
HEATLOSS
988
9L0 . L62
0
974
3 ,034 foot is 56 -2
The Total BTUH for the outside walls are
The Total BTUH for the Elcposed Openings are
The t,otal BTUH for the ceilings
The Eotal BTUI{ for the f100rs
The BTUH infiltration for the openings is
TITE TOTAL BTUH FOR THIS ROOM IS
Required Radiants floor output, BTU's /square
GREATROOM
CEIIJING HEIGHT IS 15.00 FEET, VOLTJME IS 9,240 CUBTC FEET
5 EXPOSED OPENINGS,TOTAIJING
4 EXPOSED WAL,LS, not including openingfs,TOTALING >>>> 697.0 SQUARE FEET
ROOM SIZE IS 22.0 r.,ONG by 28.0 WIDE, TOTALING >> 615.0 SQUARE FEET
WMDOW TYPE IS: U-Value = .361,, Double Pel.ne, Lor^r e Coating, Clear Glass
WAI.TI.' TYPE IS:U-VaIue = .o9, Frame fnsulated
CEfLfNG TYPE IS: U-VaIue = .033, Uncondiuioned Attic Space Above
FtoOR TYPE fS: U-VaIue = 0, Floor over any Conditioned Space
HEATLOSS
Page 6
The Total BTUH for the outside wal1s are
The Tota1 BTUH for the E)<posed Openj-ngs are
The t.ot.al BTUH for the cej-Iings
The total BTUH for the floors
The BTUH infiltratj-on for the openings is
THE TOTAL BTUH FOR TT{IS ROOM IS
Required Radiant floor output, BTU's ,/square foot
5 ,546
9 ,523
1, 848
0
10, 190
27 ,20'7 is 44 .2
FOYER
CEILING HEIGHT IS 9.OO FEET,VOLWE IS
1 EXPOSED OPENINGS,TOTALING
1 EXPOSED WALLS, not including openings,TOTALING >>>>
ROOM SIZE rS 9.5 LONG by 15.0 WIDE, TOTALING >>
WINDOW TYPE TS: U-Va.Iue = .361, Double pane, Low e
WALL TYPE IS: U-VaLue = .09, Frame Insulated
The Total BTUH for t,he outside walls are
The Total BTUH for t,he Elq)osed Openings are
The total BTUH for the ceilings
The t.otal BTUH for the fLoors
The BTUH infil-tration for the openings is
TT{E TOTAL BTUH FOR T'HIS ROOM IS
Required Radiant. floor output, BTU,s /square foot is
L,283 CUBIC FEET
50, O SQUARE FEET
25.5 SQUARE FEET
1"42.5 SQUARE FEET
Coati-ng, Clear Glass
CEILING TYPE IS: U-Val-ue = 0, Conditioned space above
FLOOR TYPE IS: U-Valu€ = 0, Floor over any Conditioned Space
HEATLOSS
20'7
n
0
2 ,08'7
4 ,244
29 .8
DINING
CEIITING HEIGHT IS 9.OO FEET, VOLUME IS 2,L65 CUBIC FEET
2 EXPOSED OPENINGS,TOTALING
2 EXPOSED WALLS, noE j-ncluding openings,TOTALING >>>> 130.5 SQUARE FEET
ROOM SIZE IS 18.5 LONG by 13.0 WIDE, TOTALING >> 240.5 SQUARE FEET
wINDOw TYPE IS: U-Value = .361, Double Pane, Low e Coating, Clear Glass
WALL., TYPE IS: U-Value = .09, Frame Insulated
CEILING TYPE IS: U-Value = 0, Conditioned space above
FLOOR TYPE IS: U-Value = 0, Floor over any Conditioned Space
HEATLOSS
1,057
2 ,340
0
n
2 ,504
5, 901
is 24.5
The Total BTUH for t.he outside walls are
The Total BTUH for the D<posed Openings are
The total BTUH for the ceili-ngs
The total BTUH for the floors
The BTUH infiltrat,ion for the openings is
TI{E TOTAL BTUH FOR THTS ROOM IS
Reguired Radi-ant floor output, BTU's /square foot
KITCHEN
CEILING HEIGHT IS q NN E'E'E'T VOLUME IS 2 ,'735 CUBIC FEET
Page 7
2 EXPOSED OPENINGS,TOTALING
2 EXPOSED WALLS, not including openings,TOTALfNG >>>> 272.0 SoUARE FEET
ROOM SIZE rs 15.0 LONG by 19.0 WIDE, TOTALING >> 304.0 SQUARE FEET
WfNDOW TYPE IS: U-Value = .361, Double Pane, L,,ow e Coating, Clear Glass
WALL,, TypE IS: U-Value = .09, Frame fnsulated
CEILING TYPE 15: U-Value = 0, Conditioned space above
FLoOR TYPE IS: U-value = 0, Floor over any Conditioned Space
HEATI.,OSS
2 ,203
1, 398
0
0
l-,496
5, 097 is L6.8
The Total BTI,H for the outside walls are
The Total BTLH for the Elcposed Openings are
The t,otal BTUH for the ceilings
The total BTUH for t,he floors
The B'fUH infiltration for the openings is
THE TOTAI-, BTUH FOR THTS ROOM IS
Reguired Radiant floor outpuU, BTU's ,/square foot
NOOK
CEILING HEIGHT IS 9.OO FEET, VOLTX{E IS 810 CT'BIC FEET
2 EXPOSED OPENINGS,TOTALTNG
1 EXPOSED WALLS, not including openings,TOTALING >>>> 41-0 SOUARE FEET
ROOM SIZE IS 9'0 L,ONG by l-0.0 WIDE, TOTAI-,ING >> 90-0 SQUARE FEET
wINDOw TYPE IS: U-value = .36I, Double Pane, Low e Coating, Clear Glass
WALrL TYPE IS: U-VaIue = .09, Frame Insulated
CEILING TYPE IS: U-value = 0, Conditioned space above
FI-,oOR TYPE IS: U-VaIue = .068, Floor, over Enclosed, Unconditioned space
HEATI,OSS
The Total BTUH for the outside walls are 332
The Total BTUH for the Elq)osed Openings are 1,300
The totat BTUH for the ceilings 0
The total BTUH for the floors 279
The BTUH infiltration for the openings is 1,391
TI{E TOTAL BTUI{ FOR THIS ROOM IS 3 '3O2 Reguired Radiant floor output, BTU's /square foot is 36-7
ITAI.I, MUD
CEII.,ING HEIGHT IS 9.OO FEET, VOI,UME IS 1.,287 CUBIC FEET
2 EXPOSED OPENINGS,TOTAIJTNG
1 EXPOSED WALLS, not including openings,TOTALING >>>> 82.6 SQUARE FEET
ROOM SIZE IS L3.0 L,ONG by 11.0 WIDE, TOTAI-,ING >> l-43.0 SQUARE FEET
W]NDOW TYPE IS: U-VaIue = .361, Double Pane, IJow e Coating, Clear Glass
WALI-, TYPE IS: U-value = .09, Frame Insulated
CEIL,ING TYPE fS: U-Vdlu€ = 0, Conditioned space above
E'LooR TYPE IS: U-Value = .068, Floor, over Enclosed, Unconditioned space
HEATI-,OSS
669
l_, 118
443
l_, l-96
3 ,426
Tbe Total BTUH for the outside walls are
The Total BTUH for t.he Exposed Openings are
The t.otal BTUH for the ceilings
The total BTUH for the fl,oors
Tbe BTUII infiltrauion for the openings is
THE TOTAL BTUH F'OR TIIIS ROOM IS
Required Radianu floor output, BTU'
Page I
E-EGre fooc i.s 24.0
DEN
cElLlNG HEIGHT IS 9.00 FEET, voLUME rs 1,890 CUBIC FEET
]. EXPOSED OPENTNGS,TOTALTNG
1 EXPOSED WALLS, not including openings,ToTALING >>>> 102.0 SQUARE FEET
RooM sIzE Is 1-4.0 LONG by 15.0 WIDE, TOTALING >> 210.0 SQUARE FEET
WINDOW TYPE IS: U-VaIue = .361, Double Pane, L,,ow e Coating, Cl-ear Glass
WAI,L TYPE IS:U-Value = .09, Frame fnsulated
CEILING TYPE fS: U-Value = 0, Conditioned space above
FLOOR TYPE IS: U-Value = .068, Floor, over Enclosed, Uncondit,ioned space
HEATI,OSS
The Total BTUIT for Lhe outside walls are 826
The Total B'IUH for the Exposed Openings are 780
The total BTUH for the ceilings 0
The total BfltH for Lhe f100rs 65t
The BTIIH infiltration for the openings is 835
THE TOTAI., BT\JH FOR THIS ROOM IS 3 ,092
Reguired Radiant floor ouuput, BTU's /square foot is 1-4.7
BATI{
CEII,ING HEIGHT IS 9. OO FEET,VOI.,UME IS
O EXPOSED OPENINGS,TOTALING
O EXPoSED wALIrS, nou including openings,TOTAL,ING >>>>
ROOM SIZE IS ?'5 LONG by 10.0 WIDE, TOTAL,ING >>
WINDOW TYPE IS: U-Value = 0, No openings in this room
WALL TYPE IS: U-Value = .09, Frame Insulated
CEII-,ING TYPE IS: U-Value = 0, Conditioned space above
FIJOOR TypE IS: U-VaIue = .068, Floor, over Enclosed, Unconditioned space
HEATLOSS
The Total BTUH for the outside walls are
The Total BTUH for the mq)osed Openings are
The totaf BI"UH for the ceilings
The totat B'fuH for the floors
The BTUH infiltration for the openings is
THE TOTAI, BTT'H FOR THTS ROOM IS
Required Radiant floor outpuE, BTU's ,/square foot is
675 CUBIC FEET
O. O SQUARE FEET
O.O SQUARE FEET
75.0 SQUARE FEET
0
0
0
255
0
233
5.r
GARAGE
CEII.,ING HEIGHT IS 9.OO FEET, VOI,UME IS 5,382 CT'BIC FEET
5 EXPOSED OPENINGS,TOTAI,ING
3 EXPOSED WALLS, not including openings,TOTALING >>>> 474.0 SQUARE FEET
ROOM SIZE rS 23.0 LANG by 26.0 WIDE, TOTALING >> 598'0 SQUARE FEET
wINDOw TYPE Is: U-talr*e = .36L, Double Pane, Low e coauing, Clear Glass
WALL TYPE IS: U-VaIue'= .08, Frame Insulated
CEII-,ING TYPE IS: U-Vail-ue = 0, Conditioned space above
Page 9
FLOOR TYPE IS:U-value = .41, concreEe Floors
The Total BTUH for the outside walls are
The Total BTUH for the Exposed Openings are
The t.otal BTUH for the ceilj-ngs
The total BTUH for the floors
The BT'uH infiltration for tshe openings is
THE TOTAI, BTUH FOR T1TIS ROOM IS
Required Radiant floor output, BTU's /square
HEATIJOSS
? 41?
5, 511
0
t,256
6,052
t6 ,232 foot is 27.L
REC ROOM
CEILING HEIGHT IS 9.OO FEET, VOI.UME 1S 3,752 CUBIC FEET
3 EXPOSED OPENINGS,TOTALING
3 EXPOSED WALITS, not including openings,TOTALING >>>> 475.5 SQUARE FEET
ROOM SIZE IS 19.0 L,,ONG by 22.0 WIDE, TOTAI-,ING >> 418.0 SQUARE FEET
WINDOW TYPE IS: U-VaIue = .35L, Double Pane, I-,ow e Coating, Clear Glass
WALL TYPE IS: U-Val-ue = .05, Frame Insulated
CEILING TYPE TS: U-Value = 0, Condit,ioned space above
FLOOR TYPE IS: U-Value = .4!, Concrete Floors
HEATLOSS
The Total BTUH for the outside wal1s are 2,568
The Total BTUH for the Exposed Openings are 2,096
The t.otal BTUH for the ceilings 0
The t.otal BTUH for the floors 878
The BTUH infiftration for the openings is 2,2'43
T'HE TOTAL BTUH FOR THIS ROOM IS 7,785
Required Radiant floor output, BTU's /sguare foot is 18.6
ALCOVE + BATH
CEILING HEIGHT IS 9.OO FEET, VOLUME IS 1,800 CUBIC FEET
]- EXPOSED OPENINGS,TOTALING
2 EXPOSED WALLS, not inCluding openings,ToTALING >>>> 138.0 SQUARE FEET
ROOM SIZE rS l_6.0 L,ONG by 12.5 WIDE, ToTALING >> 200.0 SQUARE FEET
WINDOW TYPE IS: U-value = .361, Double Pane, IJow e Coating, Clear Gfass
WALL TYPE IS: U-Value = .06, Frame Insulated
cEItINe TYPE IS: U-Value = 0, Conditioned space above
FLOOR TYPE IS: U-Value = .4t, Concrete Floors
HEATLOSS
74s
1 ?4q
0
420
J-, .toJ-
3, 991
20.0
The Total BTLIH for the outside walls are
The Total BTUH for the Elq)osed Openings are
The t.otal BTTJH for the ceilings
The total BTUH for Ehe f100rs
The BTUH infiltration for the openings is
TT{E TOTAI, BTIJH FOR THIS ROOM TS
Requlred Radiant floor output, BTU's ,/square foot is
Page 10
BED 3
CEILTNG HEIGHT IS 9.OO FEET, VOI,UME IS I,744 CUBIC FEET
1 EXPOSED OPENINGS,TOTALING
3 EXPOSED WAIJIJS, not including openings,TOTALING >>>> 367.5 SQUARE FEET
ROOM SIZE IS l-5.5 LONG by 12.5 WIDE, TOTAIJING >> 193.8 SQUARE FEET
wIl[DOW TYPE IS: U-Value = .361, Double Pane, I-,ow e Coating, Clear Glass
WALL TYPE IS: U-Value = .05, Frame Insulated
CEILING TYPE IS: U-Value = 0, Condit.ioned space alrove
FLOOR TYPE IS: U-Value = .4L, Concrete Floors
HEATI-,OSS
'l ootr
780
0
407
835
4, 007
foot is 20 .7
The Total BTU+I for the outside walls are
The Total BTUH for the Elq)osed Openings are
The tot.al BTUH for the ceilings
The total BTUH for the floors
The BTUH infittration for the openings is
THE TOTAL BTUH FOR THIS ROOM IS
Required Radiant floor output, BTU's /square
TOTALS
**********************rt*:k**************rkr!:t**rr**trrt*****rt******tr**tr********rt******
VOLUME IS
EXPOSED OPENINGS, TOTAI-,,ING
EXPoSED wAIJIJS,above grade not including openings 4,552.6
CUBIC FEET
SQUARE FEET
SOUARE FEET
SQUARE FEET
SQUARE FEET
O BTIJH
TOTAIJ SQUARE FEET, of walIs below grade
FLOOR AND CEILING SIZE IS
The TotsaI BTUH for the walls above grade are
The Total BTUH for the wa11s below grade are
The Total BTUH for the Exposed openings are
The total BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
TOTAL BTUI{, THIS BUILDIIIG
0.0 , 4, 535 .3
HEATLOSS
33, 804
0
35,311
6,062
4 ,565
37 ,941
tr7 ,6Bs
tr**********:t******r.***********tr*********'t***t*************************l$tJ.*rr****
End of report
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL. co 81657
970-479-2138
o?o*rrr*r oF coMMrJN,r" oruurtu,u,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALI, TIMES
PLUMBING PERMIT Permit #: PO2-OII5
Bij, o\[c)
Job Address: 4445 CLEN FALLS LN VAIL Status. . . : ISSUED
Location.....: 4445 glen falls lane Applied..: 09/1712002
ParcelNo...: 210112313004 lssued. .: 0911812002
Project No : I>r?SC: A - Aa) ;C Expires . .: 0311712003
OV|INER GAI,BREATH, ,JAMES H. 09 /!7 /2OO2 PhONE:
14 VIIJIJAGE RD
ENGIJEWOOD CO
I0110
Li.cense:
COI{rRACTOR BIAIICO BROTHERS 09/r7/2002 phone: 910-62s-2097
P.O. Box 2697
Glenwood Springs, CO
8L602
I-,icense: L1"1_-P
APPLICAI\E SH Cole Construction Co. O9/!7/2OO2 Phone: 476-1426
POB 1056
Mlnturn, CO
8164 5
License:
Desciption: rough in to complete ofjob
Valuation: $60,000.00
Fireplace Intbrmation: Restricted: ?'l # ofcas Appliances: ?'l # ofcas Logs: ?? 4 of Wood Pallet: ??
* * * * *:t'* ***tl 'f't '*,1* *
Plumbing--> $900 . 00 Restuarant Plan Revicw-> $0 - 00 Total Calculatsd Fees--> $1, 128 - 00
Plan Check--> $225.00 DRB Fee---------> $0-00 Additional Fcss----> $55.00
Inyestigation-> $0 . 00 TOTAL FEES---------> 51, 128 - 00 Total Permit Fce------> $1, 183 - 00
Will Call---> $3 . 00 Payments-------------2 S1, 183 . 00
BALANCE DUE.--_> SO. OO
Item: 05100 BUILDING DEPARTMENT
09/17/2002 DF Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond:12
(BI-,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIiICE'
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 FOR INSPECTION SHALL BE MADE -FOUR HOURS IN
o
TWENry BY
IGNATURE OF
479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OR CONTRACTOR FOR HIMSELF AND OWNEF
**t****+*'l **'f * * * * + t * * * * * * 'i* * * * + * + * * * {. * * * * * * * * * + * * * * * * * * * * * +******** ** **+f * * * 't f, ** * * *+ * * !*'i* *'**
TOWN OF VAIL, COLORADO Sratement
* **++ *** * * * ** * * * * ** * * * ** *** *** *+ +*** * ***** **+*+*** *** ********* r'*** * * ** f ***** * **** * ****** *+**
Statements Number: R000003115 Amount: 91,193.00 09/Lg/200203:58 pM
Payment MeLhod; Check fnit: DDG
NoLation: GIesI}er 2772
Permit No: P02-0115 T)rpe: PLIIMBING PERMIT
Parcel No: 21-0l_12 313 0 04
Site A,ddress: 4445 GLEN FAI,IJS In.I VA,IL
L,ocation: 4445 qlen falls lane
Total Fees: $1, 183 .00
This Pa).ment; $1,183.00 Tota1 ALIr pmts: $1,183.00
Balance: $0.00
*,r** * * ** *** * *** +******** *t ********** ****+***** ** ** * * * 'r * * * * * * :t * ,r * * * * * !t * * * * *,t * * * * +* * *****'* ****
ACCOTINT ITEM LIST:
Account Code Descniption Cur"rent Pmts
CL OO1OOOO3123OOO CONTRACTOR LICENSES 55.00
PF 00100003112300 PLAN CHECK FEES 225.00
PP OO1OOOO31112OO PLUMBING PERMIT FEES 9OO.OO
I,'IC OOIOOOO3i12BOO WILL CALL INSPECTION FEI 3.OO
f'A-
75 S. Frontage Rd.
Vail, Colorado 81657
s
rvwwopwmlY
i""15% -"oE.
Buifding Permit #= ?, - ot-'ol -8O
Plumbing Permit #:
97 0-479-2149 (Inspections)
binq Contractor:
i aort9 (>, D' ., QLBLltlr6
Contact and Phone #'s:
17q-62*s- --suE
COMPLETE VALUATION FOR PLUMBING PERMIT (LaboT & MateTials)
PLUMBING: $61. oo1), 09
for Contact Assessorc Office at 97O-328-8640 or visit Parcel #
Parcef # 2,lOlt a3 t3cn9
Job Name: 6a ufisqc;;Lr robAddress: qqq { 6ls.l lnt s tn)
Legal Description Lot:Block:Filingl Subdivision: ku, cSt ("i eil
Owners Name: 1' *r*cc._t\_ ll Address:Phone:
Engineer:Address:Phone:
Detailed description of work:
0(tl*,tor L^ i t-]-(o (o ,r, r, i *-a e 0 F ao&
WorkClass: lttewfi) Addition( ) Alteration( ) Repair( ) other( )
Type of Bldg.: Single-family b4 Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase U device? Yes ( ) No ( )
***************************************FOR OFFICE USE ONLY****r********************************
Other Fees:Date Received:
DRB Fees:Accepted BYr
Planner Siqn-off:
X'\Lr
\\VAiI\dAtA\CdCV\FORMS\PERMITSWLMI]PERM,DOC 01t26/2002
I
RcquccFd Inrpac.t De&:' ln.pGtton Arr|r
SlbAddrrer:
B.BI'ILD
7
TlmE:p:
[bu**n Sepbm!€r {,{, 200:l
i04{5 Ol-Etf FALLS Lt{VAL
+445 elfi ftllf hn
AlFlDlnbmaton
Acllvfty: ffi.01$ TyD.:
Cord TWr6: tol OcruF.irct Oviirt: GALBREATTI, JAIiES H.
Aopllcrnl: SH Cdc Conrilrrcthn Co.
Ccitbrcl,or; S.Fl. COLE CONS'|RI CT|ON CO
Doscrbtbn: Con$rcdon d tlevr aholelardtv home l*fico: Rrtoc$h RENof Wrv-P.m[ Rroulr|.l, - LS ].IDOVAL t$e: P|-A|.IS RoUTED TP GOODELL COhFULThlGl. d).* OF RJIN clGCl( FEES TO BE PA[) TO Ttll
coi.tsLLTAI.tT . coAvt$
Comma|* Foundothn ald fiamlno lLCs rEqd - AOCHS
COI'il''T't ROLfiED TO C}IARLE, ALLISdI.I ATS LEOT.IA,RD FOR REVEWAPPRO{,4LS . OFLORES
s$bTlD.: tltiFR
Lbe: VN
6t!i|r: ISSI ED lnsp&m: CD
Phone: 47&14i16 Fhofil 9it}478 14aB
Hecucated InsqeedcnilEl
lbmt gt7 PI-AN+I}I|ALC,Q &r S.H. COLE COiISTRUCTX]N CO
Tlmol 00:00At
Plron : 97U4781426
Enbt€dBf DOOIDEN K
Rcqur&r: S.H.COLE
Aostgindto: AOCl.lS
Ac0on:
lErni
Requrdor:
Altlqnftf To:- Acfio{r:
Item:
RNqu€toc
Ac$loffid To:- Acflcxr:
540 Bt.oc+|ntlc,13
s.H. coLE c.oiltsTRlJcTtoN co
CDA\4S
Thne Exp:
5:tg Fw+ri|A|.c/o
S.H" COLE CON.ISTRiJGTI)N CO
LSAIJDOVAL Im.E$:
\L'
rV
0
i.
AGlbtr: APAPBiCi,ED ."-.-,
Arilon: I{ONOTFIED
A.JotI: PAPARTIALAFFRC'\,AL
FR rf,No.
lcdoril NOIoTFIED
Ldon: DfifDEtl D
rc00n; ffi CORRECTIOWREOT RED
TPECTIOREOD.
FOR I$TCTIEN EXI{AI,'8T AIP DRIER
lnrlacfon Hlrton
Wmi OW PW-Rouqh qradr
lbm: tB PtAl-Flnddifruuwqade bmr l0 Bt Dc*FooilnarvSdrl fi7i2ffi2'lll|tsr:Lflt: 20 BtDc*Foutxhdmlsi..l
o&lc/tr2 lF*br:
CommmE: ADbVERT !mt: 520 PLAI+R.C gltr Fhn
EtlG REVlEut OF DETAI. 6l?117 mB STFFENER At\D COLU}II.I SEARhF Of.l
AM) 2X PI-ATE.
AS zutrTAhD OIF SKYLM N ilAsTER BATH
REPT131 Rtrn ldl: L219
Comfirnb:03rgm
Cilildrrillt3:
Inrpgg:[on_Rgqqqlt g.:|.']tlrr[.uf---
Acton: PAPARIUI
f,tASBLN-TtsDoUilE
DOIJBTE 2XI2 FEADERS W$DOI'V IS APFROX 4 SOUARE,
Acilon: AP,{IPRO{,IIED
IFOXADOEDSKYL|TE NUASTER 8ATH. FR/rmilB F APPROVED.
Acilon: APAPPRC'VED
Agdon: PI PARTHL INSPECTIOfTI
Acdon: Pl PARTTAL hISFECT|ON
OE2lm lnip.ctr:
ni|n: 7D BLDSMbc.ililnl gO ELOSFtlol
ham: 530 B|-DGTomD.Clo bm: 6,&l R|V-TEIIP.-C/O
ilcm: 633 Pllf.lTElP. C/O flrm: $37 P{.Af$FhlAL CVO
Hem: 53O nV+il.lALC/O
fcm: 540 BtDg'Flmlc/o bn: 21 *Stftft.rlffin.o "ApFor6d"Ap{on: APAPmOTEO
I t
I
REPTl31 Run ICl,: L279
o
Design Review Board
ACTION FORM
Depaftment of Crmmunity Development
75 Sorith Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxi 970.479.2452
web; www.ci.vail.co. us
Project Name: Galbreath Residence DRB Number: DR8030258
Prcject Description:
ADDING UNDERGROUND VAULT FOR OUTSIDE SNOWMELT BOILER
Participants:
OWNER GALBREATH, JAMES H. 07/09/2003 Phone:
14 VILI.AGE RD
ENGLEWOOD CO
80r10
License:
APPLICANT SH Cole Construction Co. 0710912003 Phone: 476-1426
POB 1056
Minturn, CO
81645
License:
Project Address: 4445 GLEN FALLS LN VAIL Location:
,1445 GLEN FALLS I.ANE
Legal Description: Lot:4 Block Subdivision: FORESTGLEN
Parcel Number: 210112313004
Comments: approved as submitted
TOI4'Nffi
BOARD/STAFF ACTION
Motion By: Actionl STAFFAPR
Second By:Vote: Date of Approvalz 0711512003
Condltionsr
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.
Planner: Allison Ochs DRB Fee Paid: $2O.OO
********+*f *'1.*l +*+*!* ** +** *'***1.:i * *,|,t.t * * * * * * * * * * + * * * * * * * * * * * * t * * * * * * * * * * * ***+* +t*****'t*** *** **
TOWN OF VAIL, COLORADO Statement **********+ + ++****+*i* ***t +********** *++***** * **+{.d(** ***** * * ** * * * * * * * * + * * * * * * * * * + * * * * * *******
statement Number: R030004285 Amount: $20.00 07/09/2oo3t0:50 AM
PaymenU Method: Check Init: DF
Notation: CHECK # 1387
GAI,BREATH
Permit No: DR8030258 T14)e: DRB-Chg to Appr Plans
Parce] No: 21011-2313 0 04
Site Address: 4445 GI,EN FAIJLS IJN VAIIJ
I-,OCaIion: 4445 GIJEN FAI,IS I,ANE
Total Fees: $20.00
This Payment: $20.00 Tot.al AIJL Elnts: 920. O0
Balance: 50.00
** *** ** ***++*+ * *+** 't ** ***** ***** ***.*+** * *:tt******!t'l *'t** **********+* +***** *+ ********* * ********
ACCOUNT ITEM LIST:
Account Code Description Curr ent Pmts
DR OO1OOOO31122OO DESIGN REVIEI'/ FEES 20.00
'i
,,-ffi
Design Review Boa
ACTION FORM
DeDartrnent of Community De\relopment
75 South Frontage Road, Vail, Colorado 81657
tef : 970.479.2139 fax:. 970.479'2452
web: www'ci.vail.co'us
t
rd
project Name: Galbreath Residence DRB Number: DR8020064
Project Descrlption:
New single-familY home
Participantsr
OWNER GALBREATH, JAMES H. 03/2512002 Phone:
14 VILLAGE RD
ENGLEWOOD CO
80110
Licensel
APPUCANT sH Cole @nstructlon Co' 0312512002 Phone:476'7426
POB 1056
Minturn, CO
81645
License:
Project Address: 4445 GLEN FALLS LN VAIL Locatlon:
Legal Description; lot:4 Block Subdivislon: FORESTGLEN
Parcel Number: 210112313004
Comments:
BOARD/STAFF ACTTOI{
Motion By: Charlie Acwedo Actlon: APPROVED
Second By; BillPierce
Voti: 4-O (Rodgers) DateofApprovalt 05lt7l2ooz
Conditions:
Oondl 8
(pLAN): No changes to these plans may be made without the written consent of Town of
Vall staff and/or the appropriate review committee(s).
Cond:0
(pl-AN): DRB approval does not constitute a permit for buildlng. Please consult with
Town of Vail Bulldlng personnel prlor to construcUon activlties.
Oondr CON0005292
That the appllcant shall revlse the plans prior to building permit submittal to
indicate that the roof on the side of the garage shall have a 3.5 ft. mln' roof
overhang with log brackets
Cond: CON0005293
That the applicant shall revise the plans prior to submittal of a buildlng permlt to
indlcate f1at the roof shall match the roof depicted on the SE elevation of the
Plans
I
Oond: CON0005294 t;ih";;6ti shallsubmit a revlsed site plan indicating the changes from the
DRB comments and the shrinking of the building
DRB Fee Paid: S650.00 Planner: Allison Ochs
o
ENCROACHMENT AGREEMENT
THIS AGREEMENT, is nrade and entered into this 30th day of April,2002, by Eaglc
River Watcr & Sanitatlon District (Disrict), a quasi-municipal corporation ofthc Statc of
Colorado, hereinalter referred to as "DisEict", and James H. Galbreath, hereinafler referred to
as'?roperty OnrneC'.
WHEREAS, Property Owner is presently the owner of certain real property described as
Lot 4, Fsrest Glen (4160 Foreat Falls Lane), Vail, Iocated in Eagle County, Colorado; and
WHEREAS, the District is presently ia possession of an casement , 2O' in width, rurming
through ths aforementioned property, said easement is describcd on Exhibit A, attached hereto
and incorporated herein by this rcf€rence; and
WHEREAS, Propcrty Owner desires to construct permanent stnrctures that will encroach
upon said eascment in an area approximately 20'x 25'. Said encroachment is herein described
on Exhibit A, which is attached herrsto and incorporated herein by refcrence.
WHEREAS, said easement is an actve easement presenfly in use by the Distriot'
NOW, TI{EREFORE, in oonsideration of rhe oovenants and promises hereiru the parties
hereby agree as follows:
l. The District shall permit the permanent smrctule to enoroach upon said easef,n€nt'
2. The Property Owncr shall indemnify the District tq- t]r: costs of auy repairs to
trre oisti"it utility lines which may occur as a result of the coastruction of the
permanent strucfures over and upon such easement'
3.ThePropertyOwnershallholdtheDistrictharmlessfromtheoostofr.epairingany
damage*thu,.,o"t.,,othatmuybecauseabytneinstallationofnewutilitylines
in said easement, or by a break ir, fr"r.nt and nrtur" utility lines of the District' or
bytherepairofsuchbreakuytrreillsti"torbyothcrmainterrarrceofitslincs.
4.ThePropertyownershallindegurirytheDistrictfromanyincreaseinthecostof
corrsmrctioi of any new utility lineJ or io tt " ,oo of any
^repairs
to the District's
utilitylines,suchinorease,ifany,auetotheproximityofthepermanent6trucfl]re6
to the utilitY lines'
5.ThisAgrecmontshallbindthesuccossordarrdassignsoftheFropertyoumcr,and
shall be appurtenant to *a A"'*uiio t* *itU anl for the benefit of the
aforcnrcntioned property i" E"gl;;;' C"i"*qt'gt such time that the
Distriotabandonssaideasernent.'ilti**'"",s.!rr|terecordedagainstsaid
p'"p*y"iJ#J"'l** *itt"t'" laws of ttte State of Colorado'
FII SWSO\SREC$FORM$ENCROACHMTXT\FRsI'GIJTIEADOCJANUARY
zOOI
blUaz:La zaaz za 'rnt taav Lza 645 : '0N xuj 03 15NO3ft03HS:hlouj
IN WITNESS WHEREOF the parties hereto have caused this Agreement to bo executed
as of thc day and >rsar first above written.
STATEOFCOLORADO k"**-ltt
COI'NTY OF EGEE )
The forcgoing instrument was acknowledged before me tni* kdlauv 9{ , -\LrA= =,2002, by Jamcs H. Galbreath as property owner of Lot 4, Forest Glen (4460 tr'ores-t Falls
Lane), Vail, Eagle CountY, Colorado.
MyCornnission exPires: tr\tU \
NotaryPublic
o3
STATEOFCoLoRADO )
)ss
COIJI.ITY OF EAGLE
ffiil;iltr.u'in' c*oa Manascr of Eagle
My Commission orPires:
MV Coe'rll"icl Expiles ' 07/0d2003
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Design Review Board
ACTION FORM
Department of Community Oevelopment
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479,2139 fax: 97A.479.2457
web: www.ci.vail.co,us
Project Name: Galbreath Residence DRB Numben DR8020064
Project Description:
New single-family home
Participants:
OWNER GALBREATH, JAMES H. 0312512002 Phane:
14 VILLAGE RD
ENGLEWOOD CO
80110
License:
APPUCANT SH Cole Construction Co. 03/2512002 Phone:476-L426
POB 1056
Minturn, CO
81645
License:
ProjectAddress: 4445 GLEN FALLS LN VAIL Location:
legal Descriptlon: Lot: 4 Block Subdivision: FOREST GLEN
Parcel Number: 210112313004
Comments:
BOARD/STAFF ACTION
Motion Ey: Charlie Acevedo Action: APPROVED
Second By: BillPierce
Vote: 4-O(Rodgers) Dateof Approvalt A5fl712002
Conditions:
Condl 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).
C-ondl 0
(PLAN); DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005292
That the applicant shall revise the plans prior to building permit submittal to
indicate that the roof on the side of the garage shall have a 3.5 ft. min. roof
overhang with log brackets
Cond: CON0005293
That the applicant shall revise the plans prior to submittal of a building permit to
indicate that the roof shall match the roof depicted on the SE elevation of the
Dlans
cona; coruilszg+
That the applicant shall submit a revised site plan indicating the changes from the
DRB comments and the shrinking of the building
Allison Ochs DRB Fee Paid: $650.00
DESIGN REVIEW BOARD AGENDA
Wednesday, May 15,2002
3:00 P.M.
PUBLIC MEETING RESULTS
PUBLIC WELCOME
/ LUNCH - Gommunity Development Department
%
PROJECT ORIENTATION
MEMBERS PRESENT MEMBERS ABSENT
Clark Brittain
Bill Pierce
Hans Woldrich
Charles Acevedo
Margaret Garvey Rogers
SITE VISITS 1. Fleischer residence - 4315 Bighorn Rd.
2. TOV shops - 1289 Elkhorn Drlve
3. Betty Ford Alpine Gardens - Lower Bench Ford Park
4. Montalvo residence - 748 Potato Patch Drive
5. Sandstone Creek Club - 1020 Vail View Drive
12:00 pm
2:00 pm
o.
7
R
Driver:
Vail LLC - 1250 Westhaven Circle
Marriott - 7'15 West Lionshead Circle
Billy's lsland Grill - 610 Lionshead Circle
Sweet Basil - 193 E. Gore Creek Drive
PUBLIC HEARING . TOWN COUNCIL CHAMBERS
1 Sandstone Creek Club DRB02-01 17.
Final review of proposed deck railing change.
1020 Vail View Drive/Block B, Lions Ridge Filing 1.
Applicant: Sandstone Creek Club Condominium Association
MOTION: Charlie Acevedo SECOND: Bill Pierce VOTE: 5-0
CONSENT APPROVED
2. GalbreathresidenceDRB02-0064.
Final review of new single-family residence
4445 Glen Falls LaneiLot 4, Forest Glen Subdivision.
Applicant: Jim Galbreath, represented by Stan Cole
MOTION:SECOND:VOTE:
APPROVED WITH 2 CONDITIONS:
That the applicant shall revise the plans prior to building
indicate that the roof on the side of the garage have a 3
overhang with log brackets.
3:00 pm
Bitl
Allison
1.oermit submittal. to
% ft. minimum roof
2'. That the applicant shall revise the plans prior to submittal of a building permit to
indicate that the roof shall match the roof depicted on the SE elevation of the , plans.
Sweet Basil Restaurant DRB02-0074 Allison
Final review of proposed awning.
193 E. Gore Creek Drive/Block 58, Vail Village 1" Filing.
Applicant: Matt Morgan
WITHDRAWN BY APPLICANT
4. Wood/Pringle residence DRB02-0077/DRB02-0076. Bill
Final review of a proposed addition.
1146 Sandstone Drive/Lot 13. Block A. Casolar ll.
Applicant: Glen Wood and Mike Pringle, represented by Eggers Architecture, Inc.
MOTION: Charlie Acevedo SECOND: Bill Pierce VOTE: 5-0
CONSENT APPROVED WITH 1 CONDITION:
1. That additional landscaping of 15 evergreens & 25 aspens be placed at the east,
west and south sides of the building.
5 Billy's lsland GrillDRB02-0103. Allison
Final review of proposed upgrade mechanical rooftop system.
610 Lionshead Circle, Landmark Building/Lot 1, Block 1, Vail Lionshead 3'o Filing.
Applicant: Dolphin Ventures, represented by RKD.
MOTION: Charlie Acevedo SECOND: Bill Pierce VOTE: 5-0
CONSENT APPROVED WITH 1 CONDITION:
1. That the applicant submit the sample material to staff for review, prior to the
release of a building permit.
6. Montalvo residence DRB02-0086 George
Final review of garage addition and new landscaping.
748 Potato Patch Drive/Lot 7, Block 2, Vail Potato Patch 2no Filing.
Applicant: Mario Montalvo, represented by Steve Riden Architect
MOTION: Charlie Acevedo SECOND: Margaret Rogers VOTE: 5-0
TABLED UNITL JUNE 5,2002
7 Fleischer residence DRB02-0108. Bill
Final review of 2 new single-family residences.
4315 Bighorn Rd./Lot 6, Block 3, Bighorn 3'd Addition.
Applicant: Chad Fleischer, represented by John G. Martin, Architect, AIA
CONCEPTUAL - NO VOTE
8. Vail LLC residence DR802-0102.
Conceptual review of a proposed addition.
1250 Westhaven Circle/Lot 30, Glen Lyon Subdivision
Applicant: Vail LLC, represented by William Reslock Architect
Bitl
CONCEPTUAL - NO VOTE
9. Reimers residence DRB-02-0066. Bill
Conceptual review of new single-family residence.
3275 Katsos Ranch Road/Lot 1 1 , Block 1, Vail Village 1zth Filing.
Applicant: John & Gina Reimers, represented by JMP Architects
CONCEPTUAL _ NO VOTE
10. Marriott Vail Mountain Resort DRB02-0085. George
Final review of changes to approved plans for Phase ll improvements.
715 West Lionshead Circle/Lots C&D, Morcus Subdivision and Lots 4&7, Block 1
Vail Lionshead 3'o Filing.
Applicant: Vail Resorts
MOTION: Clark Brittain SECOND: Margaret Rogers VOTE: 4-1 (Pierce opposed)
APPROVED
11. Betty Ford Alpine Gardens DRB02- 0130. Bill
Conceptual review of proposed changes to approved plans.
Lower bench Ford Park.
Applicant: Vail Recreation District, represented by Ry Southard
CONCEPTUAL - NO VOTE
12. Town of Vail Shops DRB02-0101. Allison
Conceptual review of a proposed addition.
1 289 Elkhorn Drive/Unplatted.
Applicant: Town of Vail, represented by Victor Mark Donaldson Architects
CONCEPTUAL - NO VOTE (Staff approve when ready)
Staff Approvals
West Star Bank DRB02-0120. Allison
New chase wall to cover exposed piping.
108 S. Frontage Rd. WesVLot D1, WestStar Bank.
Applicant: Vail 108, LTD
Tytel residence DRB02-0'125. Allison
Addition of AC unit on roof.
174 E. Gore Creek Drive, Units 526 & 528, The Lodge at Vail/ Lots A,B,C, Block 5C, Vail Village
1"t Filing.
Applicant: Howard & Sandra Tytel
Hill residence DRB02-0126. Bill
Change to approved plans (enlarge kitchen 12 sq. ft.)
4889 Meadow Drive/Lot 14, Block 5, Bighorn 5'n Addition.
Applicant: Joan S. Hill
Henkel residence DRB02-0099. Allison
Enclose deck and dormer addition.
600 Vail Valley Drive, Unit 9313/Northwoods Condominiums.
Applicant: Eduardo A. Henkel
Apollo Park DRB02-0131. Judy
Replace above ground spa with in-ground spa.
442 S. Frontage Rd. East, Buildings C&D/Tract D, Vail Village stn Filing.
Applicant: Apollo Park Lodge
Bobuk residence DRB02-0107. Bill
Remodel windows from metal to wood.
680 Lionshead Place, Unit 607, Antlers/Lot 3, Vail Lionshead 3'd Filing.
Applicant: Ron & Dawn Bobuk
Ridgeview Square DRBO2-0124. Bill
Remove fence and pool deck surrounding pool and infill pool.
108 Aspen Lane/Ridgeview Sguare Subdivision.
Applicant: Janice Eillen Cuccia
Rappaport residence DRB02-0128. Allison
Deck alterations.
366 Hanson Ranch Road/Lot D, Block 2, Vail Village l"tFiling.
Applicant: Rappaport Family Trust
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 Oepartment, 75 South Frontage Road. Please call 479-2138 for information.
Sign language interpretation available upon request with 24 hour notification. Please call 479-
2356,Telephone for the Hearing lmpaired, for information.
zoNE CHECK
Datc:7 u
Lcgal dcscri Lot Dt^^r-rrrr,rL.l\ l.lttno __-*.5
Addrcss
Ogncr
Architcct
Zonc district
Lot sizc I
Allorvcd
rorarcRFA frl-fu__ =_Vl5U0._
Prinrary CRFA __- + (425) (67S*1 -
Scrcondary CRFA + (125) (675*) =._----
+ 615 = 425 crcdit plus 250 addition
Docs this rcqucst involvc a 250 Addition?
Horv much of tbc allorvcd 250 Addition is uscd rvith this rcqucst?
Pbonc
Phonc
hoposcd usc
Buildablc arca
Ex is tin e hoposcd Totai Rcmaining . q'Mu = q*4u +
Sitc Covcragc
Hcight
Sctbacks
Landscaping
Rctai nin g Wall Hciglrts
20'
.15'
tt ({t arn HuL)
+/
fl tl5
@
3',/6'
Perl'i no 4 .-..*..s Requkcd J I
Garagc Crcdit
Drivcrvay
Conrplics with TOV Ligbting Ordinancc
Arc finishcd gradcs lcss than 2:l (50%)
Enrironmcn!al4lazards
/.-)
(3 00) f60 0)/e 00) ( I 2 00)
\_/
Encloscd
Pcrmittcd Slopc ._-% proposcd Slopc _%
Ycs ,'/No
c) Dcbris Florv
Pro,ious condirions of approval r"O"rf rr*Xk(MMW
LlSw
(306)l_/
Front
Sidcs
,Rcar
Minimum lbl'
ycs-Z- No
I ) Pcrccnt Slopc (< >30%)
2) Floodplain
3) Wcrlatds
4) Watcr Course S
5) Ccologic Hazards
a) Snotv Avalanchc
b) Roclt'all
Is lhc propcrry non-conforming? Dcscribc:
DESIGN REVIETY CHECKLIST
Projcct:
-
. tr sUR\rEY
Scalc
-..- Benchrnuk
'I
. Lcgal dcscription
i- Lot Sizc
Buildablc fuea
Eascmcnts
Topography
Q FLooRPLANS
Scalc
CRFA
250 additional GRFA
Crarvl\Attic Spacc
EHU
Q BUILDING ELEVATIONS
Scalc
Roofpitch
tr LANDSCAPEPLAN
Existing trccs
proposcd tces
Legcnd
MISCELLANEOUS
Condo Approval
TirJc rcport (A & B)
Utili fy vcrifi cation form
100 yr. flood piain
Watcr Coursc Sctback
Env.ironmenbl Hazards
Utility Iocations
Spot clcvations
Q SITE PLAN
Scalc
Building Height
Sctbacks
Sitc Covcrage
EavcVOvcrhangs (4)
Decks/Balconics
Garagc conncction
Sitc Cradclslopc
Rehining Walls
Fcnccs
Parking/Caragc
Turuing Radius
Drivcrvay (access and gradc)
Snorv Storagc
Firc Acccss
Photos ofsitc
Buil ding material sampl cs
C.O. Vcrilication
Sun\Shadc Anglcs
Utilities (rurdcrground)
Vicrv Corridors
Va.iances
Plat rcsbictions
. f1"",013 t2 50 Fr'Y
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APPLf 1; A'I'IO}, I'TIR. DiiSIC ]V REITE1V APPROVAL
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Department of Community Deve lopment
75 South Frontage Road
hil. Colorado 81657
970-479-21 38
FAX 970-479-2452
www.ci.vail.co.us
April 6, 2002
Stan Cole
S.H. Cole Construction Co.
PO Box 1056
Minturn, CO 81645
RE: Lot 4, Forest Glen / 4445 Glen Falls Lane
Dear Stan,
The Community Development Department has received the application for the Galbreath
Residence, to be located at Lot 4, Forest Glen I 4445 Glen Falls Lane. Currently, the
Galbreath Residence is scheduled for a final review for April 17,2002. All of the
comments and concerns listed below must be resolved to staff's satisfaclion. orior to the
final review;
1.Remove the limits of disturbance fence and the boulder rock nexl to the hot tub
away from the flood plain. No disturbance will be allowed in the flood plain.
The flood plain line must be surveyed and staked before construction can begin.
A sill fence will be required above the staked line and no disturbance behind the
silt fence will be allowed. A limits of construction fence will then be installed
above the silt fence. An inspection by the Public Works Department will be
required prior lo any grading or construction commencing on the site.
Please provide a wetlands report and approval from the Army Corps of
Engineers prior to submittal of a building permit.
As proposed, the hot tub cannot be built without disturbance to the flood plain
during construction. Please revise the site plan to allow for more room between
the flood plain and the hot tub.
The boulder west of the driveway entrance must be a minimum of 10 fi. from the
edge of asphalt. lf the boulder is parl of the culvert head wall, the boulder must
be flush with grade. Please indicate on the site plan.
On the west side of the lot, conlours 50, 52, and 54 are not at 2:1. Please adjust
and revise.
7. Multiple hazards exist on the lot. A site specific geologic hazard report is
required. Please refer lo Section 12-21 ot the Town Code for additional
z-
4.
5.
b.
{p *tn"uo '^'"*
information. In addition, the owner musl sign a Geologic Hazard
Acknowledgement form, indicating that they are aware of the hazards and have
read the site specific geologic hazard report. One has been included for your
use.
Outside parking spaces are 9 ft. by 19 ft. Please adjust and revise.
Please indicate the limits of snow storage areas. An area equaling 10% of the
driveway area must be provided for snow storage.
Please provide written approval from Eagle river Water and Sanitation District for
the portion of the driveway and the landscaping within the sewer easement.
Please contact Fred Haslee a1 970-476-7480. The portion of the driveway within
the sewer easement may need to be on a separate zone and marked within the
easement.
8.
9.
10.
11. Please indicate the location of the relocated willows on the site olan or the
landscape plan.
12. A revocable right-of-way permil is required at building permit for all improvements
located within the right-of-way.
13. Please orovide lhe elevations of all roof eaves on the back of the house.
14. The Galbreath Residence is over the maximum allowable GRFA for lhe site. ln
addition, the Special Development District states lhat if GRFA is maxed out for
this lot, a minimum of 1,000 sq. ft. of GRFA shall be utilized as basement space
and be located substantially below existing grade. Please contact me as soon as
possible regarding the GRFA. I believe there are some additional spaces thal do
nol counl as GRFA, which have not been labeled on the floor plans and that I
have counled as GRFA. I believe with some clarification. these can be resolved.
Staff has reviewed the application according to the survey provided and Special
Development District No. 27. The analysis provides the following:
Lot Size: 18,034.4 sq. ft.
Buildable Area: 11,321 sq. ft.
Zoning:
Hazards:
Special Development District No. 27
Moderate Hazard Debris Flow, Possible Avalanche Influence
zone
Standard AIIowed Proposed
GRFA
Site Coverage
Landscaping
Height
Setbacks
Parking
4500 sq. ft.
4500 sq. ft.
7213 sq. ft.
33 fr.
20t15/15t50
3 required
4820 sq. ft.
2B9B sq. ft.
12,879 sq. ft.
revisions req'd
82t17t15t6
4 provided
The Design Review Board conceptually reviewed the application at the April 3, 2002
meeting. The following were their comments and concerns:
Geologlc HEzard Revlew
(Date)
(l+gal DescrlPtlon)
The undersigned has/have read the
19_, prepared by
lAl/e understand from the conclusions that he proposed building ls located ln a
-::#,1''.'r'eilif
'fi J'"["rH""? j3',lTfl 3olk,,*"*".0
request the Town of Vail Building Department grant us a p€rmit.
(Name, otrner)
STATEOFCOLORADO )
(Name, Orner)
) ss.
)
The foregoing instrument was acknowledged before me this
-
day ot
19_, by known to me to be the person
whose name is subscrlbed to the toregoing instrument and acknowledged to me that he
executed the same for ihe purposes and consideration therein expressed.
My commlsslon expires:
STATE OFCOLORADO )
COUNTY OF
My commlssion expires:
c.lbnnrllraurd
COUNTY OF
) ss.
)
The foregoing Instrument was acknowledged before me this day of
19-, by known to me to be ths
person wnose name is subscribed to the toregoing instrument and acknowledged to me that
he executed the same for fte purposes and consideration therein expressed.
1. Reconsider the window trim color, as it is the same as the adjacent log home.2. Reconfigure the bay window and window seat configuration, as the intersection
of the two is awkward.3. lf possible, center the window seat on the roof ridge above.
To remain on the April 17,2Q02, Design Review Board agenda for a final review, all of
the above comments and concerns must be addressed to staff's satisfaction no later
lhan noon on Wednesday, April 10,2002. Should you have any questions or concerns,
please do not hesitate to contact me at 970-479-2369.
Allison Ochs, AICP
Planner ll
Town of Vail
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Status:
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Couwr
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UNI TY DEVELOPMENT ROUIITC FONUI
J Approved with conditions 8 Denied
Routed To:Leonard Sandoval, PW
Date Routed:03t26t02
Routed By:Allison Ochs
Date Due:o3t26t02
Description of work;New single family residence
Address:4445 Glen Falls Ln
Legal:Lot:4 Block:Subdivision:Forest Glen
Comments:Date Reviewed: 4-5-02
Fire lssues. Need additional review bv Fire
Remove limit of disturbance fence away from flood plain area, in addition boulder rock next to
hot tub within Flood plain will also need to be remove. adjust and revise.
Flood plain line area must be surveyed in and staked before construction can begin. Silt fence is
required above staked line and no disturbance behind silt fence is allowed. Limit of construction
fence can be installed above silt fence. Adjust and revise plan.
Provide welands report and approval from the Army Core of Engineers and Town of Vail
required.
As proposed on sile plan, Hot tub cannot be built without distrubing flood plain area during
construction, adiust and revise site plan to allow more room between between the two areas.
Rock boulder west of driveway entrance must be moved back away from edge of asphalt at
least 10'. lf boulders is apart of culvert head wall, boulders must be flush with grade. show note
on site plan.
On the west side of lot, contours 50, 52, and 54 are not at a 2:lgrade on site plan. adjust and
revise.
Outside parking spaces are 9' x 19', adiust and revise
Show location of snow storage area per Town of Vail standards.
Approval from Eagle River Water and Sanitation District is required in writing, for heated
driveway and landscaping within the sewer easement. Call Fred Haslee at 476-7480. Heated
drivewav may also need to be on a sepeate zone and marked within easement.
Show location where clump of willows will be relocated to on site or landscape plan.
A Revocable Right of Way Permit will be required at the building permit stage for heated
driveway and landscapinq .
LSandoval
l-u1 4 D"r( 6/en , 44 45 AO F-(ls /*r, t
UTILITY LOCATION VERIFICATION
This form is to vcriff scrvice availabiliry and location for ncw constnrction and should bc uscd in conlunction
with prcparing your utility plan and schcduling installations. Thc location and availability of utilities. whethcr
thcy be rnain trunk lincs or proposed lincs. mu.st bc approvcd and verificd by thc following utilitics for thc
acconrpanying sitc plan.
U.S. Wcst Comrnunications
t-800-922-r 987
46t'f -6860 or 949-45J0
Public Service Company
949-57tJ I
Cary Hall
Holy Cross Elcctric Assoc.
949-5 U92
Tcd Husky/John Boyd
T.C.l.
94 9 -5 5l0
Floyd Salaz:rr
Eaglc Rivcr Watcr
& Sanitation District *
476-7480
Frcd l-laslcc
3 - 2d--d2--.-
2.
s]rg!e'
t Plcasc brirrg a sitc plan, floor plan. and clcvations whcn obtaining Upper Eaglc Vallcy Watcr & Sanitation
signaturcs. Firc ilorv nccds rnust bc addrcsscd.
NOTES:
l. If the utility vcrification fornt has signaturcs fronr cach ofthe utility companics, and no
cotllnrcnts arc madc directly on thc lbrnr, thc l'own rvill presurnc that thcrc are no problcnrs and
thc dcvclopnrcnt can procccd.
J.
If a utility company has conccrns with thc proposcd construction. the utility reprcscntativc shalt
note directly on thc utility vcrification lbrm that thcre is a problcm which nccds to be rcsolved.
Thc issr.rc should then be dctailcd in an attached lctter to thc Town of Vail. However, please
kccp in mind that it is thc rcsponsibility ofthc utility company and the applicant to resolvc
identified problems.
Thesc vcrifications do not rclicvc the contractor ofthc rasponsibility to obtain a Public Way
Pentrit fronr thc Dcpartmcnt of Public Works at thc Town of Vail. Utility locations must bc
obtained before digging in any public right-of-way or cascnrcnt within thc Town of Vail. A
buildine oerrnit is not a h.rblic Way ncrnrit and nrust bc obtained se?arately.
Updated 6/97
I. PRE-APPLICATION CONFERENCE
A prc-application confcrcncc rvith Town of Vail staff is rcquircd. No application can bc acccptcd unlcss thc
rnandatory prc-application nrccting has bccn complctcd. It is thc applicant's rcsponsibility to schcdulc this
lnccting by call ing 9'7 0-479-21 28.
II. TIME REOUIREMENTS
Thc Dcsigr Rcvicrv lJonrd Inccts on thc I st and 3rd Wedncsdays of each month. A complctc application
fornr and all acconrpanying nratcrial must bc acccpted by thc Comnunity Developtncnt Departnrent a
nrinirnunr of thrccandahalf(3 l/2)weckspriortothcdateof thc DRBpublic hearing.
III. REVIEW CRITERIA
Your proposal will be rcvicwcd lbr conrplianccwith thc Dcsign Cuidclines as sct forth in Section l8.54of thc
Municipal Codc.
N. NOTE TO ALL APPLICANTS:
A. Ifa property is locatcd in a rnappcd hazard arca (i.c. snow avalanchc, rockfall, floodplain, dcbris
llow, rvctland, ctc), a hazard study must bc subnrittcd and thc owrrcr ntust sign an affidavit
rccognizing thc hazard rcport prior to thc issuancc ofa building permit. Applicants arc cncouragcd
to chcck with thc planning staff prior to submittal of a DRB application to dctcrminc thc.rclationship
ol'thc propcrry to all rnnppcd hazards.
B. Ilasic l)lan Shcct Format. For all survcys, sitc plans, landscapc plans and othcr sitc irnprovcnrcuts
plans. all of thc follorving rnust bc shown.
l. Plan shcct sizc rnust bc 24" x 36" . For largc projccts. Iargcr plan siz-c may bcallowcd.
2. Scalc. Thc minimuru scalc is l"=20'. All nlans must bc at thc sarnc scalc.
3. Craphic bar scalc.
4. North arrorv.
5. Titlc block. projcct namc. projcct addrcss and lcgal dcscription.
6. lndication of plarr prcparcr. addrcss and phonc nunrbcr.
7. Dutcs of original plan prcparation and all rcvision datcs.
ll. Vicinity nrap or location nrap at a scalc of l"= 1,000' or largcr.
9, Shcct labcls arrd nunrbcrs. ,'e;:i!
l0 . A bordcr with a minimum lct-t side rnargin of L5".
I l. Narncs ofall adjaccnt roadways.
12 PIan legcnd.
C. For new constnrction and additions. the applicant must stake and tape the project site to indicate
propcrty lincs. proposed buildings and building corners. AII trces to be rcmoved must be tapcd. Thc
applicant must cnstrrc that staking donc during the winter is not buried by snow. All sitc tapings
and staking must be completcd prior to thc day 0f the DRB meeting.
D. Applicixrts who fail to appear before thc Design Revicw Board on their schcduled mceting date and
rvho have uot asked in advancc that discussion on their item bc postponed. will have thcir itenrs
rcrnoved front the DRB agcnda until such tinre as the itern has been rcpublished.
E. tf thc DRB approvcs thc application with conditions or modifications, all conditions ofapproval
must bc resolved prior to the issuance of a building permit.
Updated 6/97
FR P'-if C SlLUEfr'Hi-El€ ,?8 ?6? 4'l3d Trl 94?61426
P ,'::' .' ='";;;;
d'a,^oF*r/t Forelf 6{en I
lfill ITy ; OCAlr.lON Vn'RIF'll'Arl0Al
Ttis forrt is to vsrifi scnicc awilability and locanol fT l:* ton'^ction antl shorld'bc usod in conjunction
withnrqrrinsvour$tititv p'"il"i"ii'o-"iirrsinrrnlrmions' liyfu$*:tlil$"tt"Jt"'il$-1L-""
thcy bc mrin tnrnt tincs or FroForcd linqs' trrufi tc altFrovcc
rccourPanlng siic Plan'
tlFR 2A ',6:. 12:36
ll CoLE cot{Sr e0
t ,t La* 't
U.S. Wuct Comm"rnicetions
t .800-912- | 967
468-r't60 or 949'a5]t)
Rrblic Scnrice ConrPanY
949.S?lt I
GarY F{rll
HoP Cress Elcctric Assoc'
e4t-5$02
rcd HuskYilohn BoYd
T.C.l.
S49_jS.l(l
FloYd Salarar
Esglc Rivcr Wst<r
& S"nketion Disrici "
476.7dtl0
Frod l'lrr.slcc
' ptc.dsc bfi ga sirc plan. fl,ror plan. all ct;,;t ''t
lignanrJcr. Firc {lorv ncctlr rnrEt hc edtrrc:5cs
NOTES:
1rrrhcurilny:::r-.::11lJi1;liil'i#;lnlfl trl,T'J:"#iffi#,T1#luor.*,.,,a
Lol$lncnt$ att fil809 ol
thc dcv€lo$mcnt tin proc rc(j
2. lf I utitity cotbp|rry hss coflt':rn"- with ti\c pt1'lc1cd lnstruotion'
thc ut{tiry rcptc*tntrtivs shrll
notEdirEctlyo.-..1.o,,;.;:;fiulrriunformthgltt,o'l'upJt.'ryhichnrc&rob"rcrolved.
The is*uc Ehortd *.*'j'i'".jii"o ,'" *
"i.rnuo
r".* i ttc rown of vail' Howavcr' plcase
kcqr tn mind thar .. . , io-,.,ilon,,t,ility c i rhe uliiity .o.p"ny and thc opplicart to rcsolvc
tdcrrificd Problcmt''
rhesc v*ificd'ons' do nor r'rriq'"r-': ihe t:llr'a'll:i:t-t*^::T^T$:li:iliffiHlt[?Thesc v*ificd'ons' do nor r:rl:vq uts rvr^reivr ' "" - /ail. Utilitv lodig[E gsSLbS
;ffi* F";r'Jirc Dctntment of t\$f" y:'k'i :T111111,1,.,,,r," :hc ro,*n of Vair. A
P,EL,',1L
FFdT4 : E l,^+r L
3 - A0-aL _-G
3.
ll
9C,
bll
atclv.
UPdared 687
9?s a?6 r42L PRGE' Bz
*x TD].''. PRGE, E1 ||(x M^A iiD t A: 1 ?: ?<
it is-not-s it-aal
l-rl 4
UTTLITY LOCATION VERIFICATION
i
This form is to vcriff scwicc availability and location for new construction and should bc uscd in conjunction
with prcparing your utility plan and schcduling insallations. Thc location and availability ofutilities. whethcr
thry be rnain tnrnk linc.r or proposcd lincs, must bc approvcd and verificd by thc following urilities for thc
accompanying sitc plan.
D-z( Glen ) 44 qu 4/, F*tls /e4r e-
a - 2d-D7
Fuv, yS*" lo (e4/.'u-'
3'LE'o?
U.S. We.st Communications
| -800-922-r 987
468-6860 or 949-4530
Public Service Company
949-57[t l
Cary Hall
Holy Cross Electric Assoc.
949-5892
Tcd Husky/John Boyd
T.C.l.
949-5 510
Floyd Salazar
Eaglc Rivcr Watcr
& Sanitation District *
476-7480
Frcd Haslcc
J.
a]!4b'
* Plcirsc bring a sitc plan, floor plan. and clcvations whcn obtaining Upper Eagle Vallcy Watcr & Sanitation
signaturcs. Firc i'lorv ncctls must bc addrcsscd.
NOTES:
t.Ifthe utility verification fornr has signaturcs fronr cach of the utility companies, and no
comnrcnts arc madc directly on thc fbrnr. thc Town will prcsumc that tfiere are no problems and
thc dcvclopmcnt can procced.
Ifa utility company has conccms with thc proposcd construction, the utility reprcscntative shall
note directly on the utilify vcrification form that there is a problcm which needs to be rcsolved.
Thc issuc should then be dctailcd in an attached lctter to the Town ofvail. However, please
kccp in mind that it is thc responsibility of thc utility company and the applicant to resolvc
identificd pfoblems.
These vcrifications do not relicvc the contractor of thc responsibility to obtain a Public Way
Pennit fronr thc Depadment of Public works at the Town of vail. Utility locations must be
obtained bcforc disging in any public right-of-way or cascmcnt within thc Town of vail. A
buildinq permit is,not a Public Wav pcrmit aJLd nlrst bc obtained separatel),.
Updated 6/97
BUILDING MATERIALS:
Roof
Siding
Othcr Wall Materials
Fascia
Sof'fits
Windows
Window Trirn
Doors
Door Trirn
Hand or Dcck Rails
Flucs
Flaslrings
Chimncys
Trash Enclosrires
Grecnhouses
Retaining Walls
Exterior Lighting**
Other
LIST OF PROPOSED MATERIALS
TYPE OF MATERIAL:COLOR:i
# / " slr*kbE -r I . N-{wvnl
slvlwl-- Talnho Llar-k
5a?o
io7"
?; *aun, F,frf,"a
so7,
5o?o
Ir
/ oa {ri ,A
Ir lo4 ta/i I c.
nefa'l
-4"ne -Id.lw blar-k
P/n
N l*
' ' tiue bua l4c v.
s,rr*tT#,*a ?{i
+L..1 Snd &"e.r"
,-, . .ieak .so7.SitKcng Reduod so%
feak .5o7.
Reduod so%
rrw Hf,f,o*,rr,#.
A b-ul.-l
Cp?peV
a t€c|
--{------ll.-
+ Please specify the nranufacturer's color. number and attrach a srnall color chip
*+ All extcrior lighting must meet the Town's Lighting Ordinance 18.54.050(J). If exterior lighting is proposed,
plcase indicate the nuntber of fixtures and locations on a separato lighting plan. IdentiS each fixture type and provide
thc height above grade, lumens output. lunrinous area. and attach a cut sheet ofthe lighting fixtures.
,<q -blec
T'toq frim T€a.k 5a7.'Ke4ctod 5oZ
UDdated 6/97
PROPOSED LANDSCAPING
Conurron Namc
PROPOSED TREES
AND SHRUBS:
EXISTING TREES TO
BE REMOVED:
CROUND COVER
SOD
SEED
IRRICATION
TYPE OR METHOD OF
EROSION CONTROL
Ouantity L l-
27
Sizc*
8'.
lol tzl
2<'2t;p.
+ Mirri nrum rcquircmcnts tbr landscapi ng:
Typc
dcciduous trccs - 2 inch calipcr
conifcrous trccs - 6 fcct in hcieht
shnrbs - 5 gallons
Sqparc Footasc
€lourarg
OTHER LANDSCAPE FEATURES'(retaining walls. fenccs, swirnming pools, etc.) Please speciS. Indicate top and
bottom clevations of retaining walls. Maxinunr height of walls within the front setback is 3 feet, Maxirnunr height of
walls elscwherc on the propcrty is 6 fect.
Botanical Nanrc
(nlo Blu<9pruc<
@" T',l lrel,:cttlllq---l-
7,Ls+t"*ysfuUa4', (t Itb*I S?ruc€-i- lUel _--!.-
(inug uuu o 3-(' B*6
(s.< sAeel
il+l;ue f u;l/ floou w:-
Updatcd 6/97
P.1 (3 ) 77't - t237 llsr 22 O2 O2:31p
)zEtz
JZO,ta
62642
alozS
62633
OZO+J
JJ&S LIGHTING
2:/60
.3r160
3c160
2.,, B J
3.,5c
:.::.:;ir:" j:' -
:,--l:''.,+r,.'..:.il
'::i
;
i,i i:l
ll
irl
1'.
.6 / r+l \ \ \l4r'."\ l- ./1 \z*' ,st5
v'l
lh
-Li,- , .j
9.', .\"
r!5?z-
rnr IU 'J.
- ot ,L\
'lnr
10'
18"
zc',
30-
6 SERIES i
Bu bS/l|i:1X \ /i,.lis
I
PUB
A
PLEASE
TEFETENCE
C'UR ORDER NO. v19713_2
'1 /8/a{
Policy to be issued, and proposed Insured:
frALTAff Owner,s policy 1_O-tj-92
Proposed Insured:
.]AMES H. GALBREATH AND KATHRYN D. GALBREATH
s247 ,500.00
as Joint Tenant.s
i:EtiEnnrrqe ***
I .{'
I
I
h
- Charges -
ALTA Owner Policy
EASEMENT
DECLARATION
Re1/Deed of
*** TiHIS IS
r \_,/ t.clJ-D
Effective Date:
OLD RE
Trlr et-
- TOTAL
NOT AN
ORDER,
I,TC NATIONAL T'ITLE INSURANCE COMPANY
LTA COI{MITMENT
SCHEDULF] A
Our Order # VI97L3_2
For fnformation Onlv
$415.00
$40.00
$30.00
s35.00 <q11 nn
INVOICE, BUT AN ESTIMATE OF FEES. WHEN
5:00 P.M.:1 .
2.
,/
3.The estate or interest in the land this Commitment and covered herei-rr
A Fee Simple
TitIe effect
described or referred to in
IP
estaLe or interest cowered herein is at 'a drt-hereof we
If Jlb Ab S, A COLORADO
The land referred Lo in this commitment is described as f ol-lows :
LOT 4, FINAIJ PL,AT OF FOREST GLEN, ACCORDING TO THE PLAT '-r/
RECORDED Aucusr L3, 1992 rN BooK 5g7 AT PAGE 37G, couNTy oF EAGLg, STATE OF COLORADO,
ALTA COMMTTMENT
..
SCHBDULE B-2
(Exceptions) Our Order # V1,g7I3-2
Thg_policy or policies co be roJ.Iowrng unless Lhe same are E,he Companv:
,0
rssued will contain exceptions t.o the disposed of to the sati;faction of
L. standard Exceptions 1 Ehrough 5 print.ed on .he cover sheet,.
6, Taxes and assessmenLs not yet due or payable and special assessmenls not yet certi-fied to the irlasurer,s office.
7. Any unpaid taxes or assessments against said lancr.
B. Liens for unpaid water and sewer charges, if anv.
.'lrSry;'1;i1;;1
9 ' 1-992 T'AxEs Nor YET DUE oR PAYABLE AND ASSESSMENTS Nor yET CERTTFTED To TH]] TREAST'RERS OFFICE.
10. LTENS FOR UNPATD WATER AND SEWER CTARGES, IF ANY.
:1"1.. RTGH? OF WAY FOR DTTCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE uNrrED srATEs As RESERVED rN uNrrED srATEs peisNt RECoRDED Noveml.rcr r z : 1902, IN BOOK 4g .A.T
'AGE
4g2 r\u\?vr\rr'ar'' r\(r-v s*uveJ_ r/ '
12. RIGHT OF PROPRTETOR OF A VETN OR LODE TO EXTRACT A.I{D REMOVE HTS ORE THEREFROM sHouLD THE SAME BE FouND To PENETRAin on rNTERsEcr THE pREMTSES
ffi liSB-H|.rN uNrrED s'rA'r'us r,.1\'1.uN'r,trcotDED November :rt,-tioi', rN BooK 48
1-3. EASEMENT AS GRANTED TO UPPBR EAGLE VALLEY SANITATTON DISTRICT TN INSTRUMB}]RECoRDED 'ruNE 13, :-g73 rN BooK z2g AT pAcE 550 AND 5s1.
14. EASEME}TT AND RIGHT OF WAY FOR GORE CREEK AS IT AFFECTS ST'BJECT PROPERTY.
15. PEDESTRIAN .A,ND EQUESTRIAN BASEMENT 15 FEET IN WIDTH ALONG THE SOUTHEAST iflf"3i g?T: .*""K As RESERVED rN DEED REcoRosp apRrr., g, rgse iu BooK 212
15. EASEMENT AND RIGHT OF WAY 20 FEET IN WIDTH ALONG THE NORTHERLY SIDE OF ffl"gf:T PRoPERTY'AS RESERVED iN DEED REconbnn-r'eenuaay 26, 1e6s rN BooK r.B AI'- PAG!; 113 FOR USE OF PEDESTRIANS AND EQUESTRIANS A}TD PERSONS USING MAIN GORE CREEK FOR F]SHING PURPOSES
t7. RESERVATION OF A TEN PERCENT NON-PARTICIPATING ROYALTY AS RBSERVED TN DEED RECORDED NOVEMBER 2, 1952 IN BOOK 165 AT PAGE 407.
-8' EASEMENTS, RESERVATTONS AND RESTRTc'rroNS As sHowN oR RESERvED oN THE FrNAL PIJAT OF FOREST GLEN RECORDED AUGUST 19, Ig92 iIV EOOX 587 AT PAGE 375.
'AGE
o
TA COMMTTMENT
J\-ITEIJ UL.U B_ I
(Except ions )r\rrv a\F,l^s ! rt..\-.vs- va\-r.:! lt v.r. t t3-2
l-9' TERMS' CONDITIONS AND PROVISIONS OF DECIJARATION OF COVENAIITS, CONDITIONS,RESTRTCTTONS AND EASEMENTS OF FOREST GLEN RECORDED August, 19, 1992 IN BOOg . .'.587 AT PAGE 377 AND FIRST A.MENDMENT THERETO RECORDED NOVEMBER lC 1qq? T\T I BOOK 594 AT PAGE 534.
rluvvrwl4/ rr\.,vEr'lDE I\. J-v' Lzz.. )- Lv
20' ?ERMS, CONDfTTONS AND PROVISIONS OF TRENCH, CONDUTT AND VAULT AGREEMEMI RECORDED Augusr LB, t_992 IN BOOK 587 AT pAcE 345.
2].. UNDERGROUND RIGHT OF WAY EASEMENT AS GRANTED TO HOLV CROSS ELECTRIC ASSOCTATTON, TNC. TN TNSTRL]MENT RECORDED AUGUST 13, 1.992 IN BOOK 586 AT PAGE 923
rl{Lrll
B) A Certificate of Taxes Due listing each E.axing j may be obtained from the Count,v Treasrrrer .'- F6!Treasurerr s authorized aqent .
The information regard.ing special districts and of such disErict.s may be obtained from the Board Commissioners, the County Clerk and Recorder, or Assessor.
o
TL GUARANTEE
Required by Senat.e ni l l 92 - 143
TT COMPANY
DTSCLOSURE STATEMENT
Required by Senare Bill 91-14
A) The subject real property may be located in a special .taxing district.
C)t.he boundaries
nF lanrrnFrr vr svsrrLJ
t'h a l.' nrrnf-rr
A Certificate of Taxes shalI be obtained from Treasurer, s auLhorized
Due listing each taxing jurisdiction the County Treasurer or the County aqent.
Cowrwr
O
UN rw Developueur Ro
o
UTIN o Fonvr
I Approved with conditions fr Denied
Date Reviewed:
Status:
I Approved
Comments:
Routed To:Leonard Sandoval, PW
Date Routed:o3t26102
Routed By:Allison Ochs
Date Due:03t26t02
Description of work:New single family residence
Address:4445 Glen Falls Ln
Legal:Lot:4 Block:Subdivision:Forest Glen
F tre lssues. Need additional review bv Fire
,R'emove limit of disturbance fence away from flood plain area, in addition boulder rock next to
hot tub within Flood plain will also need to be remove. adjust and revise.
Flood plain line area must be surveyed in and staked before construction can begin. Silt fence is
required above staked line and no disturbance behind silt fence is allowed. Limit of construction
fence can be installed above silt fence. Adiust and revise plan.
Provide welands report and approval from the Army Core of Engineers and Town of Vail
required.
,As proposed on site plan, Hot tub cannot be built without distrubing flood plain area during
construction, adiust and revise site plan to allow more room between between the two areas.
Rook boulder west of driveway entrance must be moved back away from edge of asphalt at
,tetst 10'. lf boulders is apart of culvert head wall, boulders must be flush with grade. show note
on site olan.
pn the west side of lot, contours 50, 52, and 54 are not at a 2:lgrade on site plan. adjust and
revise.
Outside parking spaces are 9'x 19', adjust and revise
,Show location of snow storage area per Town of Vail standards.
Approval from Eagle River Water and Sanitation District is required in writing, for heated
driveway and landscaping within the sewer easement. Call Fred Haslee at 476-7480. Heated
drivewav mav also need to be on a sepeate zone and marked within easement.
'Show location where clump of willows will be relocated to on site or landscape plan.
A Revocable Right of Way Permit will be required at the building permit stage for heated
drivewav and landscapins .
LSandoval
ENCROACHMENT AGREEMENT
THIS AGREEMENT, is made and entered into this 30th day of April, 2002, by Eagle
River Water & Sanitation District (District), a quasi-municipal corporation of the State of I Colorado, hereinafter referred to as "District", and James H. Galbreath, hereinafter referred to
as "Property Owner".
WHEREAS, Property Owner is presently the owner of certain real property described as
Lot 4, Forest Glen (4460 Forest Falls Lane), Vail, located in Eagle County, Colorado; and
WHEREAS, the District is presently in possession of an easement,Z0' in width, nuuring
through the aforementioned property, said easement is described on Exhibit A, attached hereto
and incorporated herein by this reference; and
WHEREAS, Property Owner desires to construct permanent structures that will encroach
. upon said easement in an area approximately 20' x 25'. Said encroachment is herein described
on Exhibit A, which is aftached hereto and inco4rorated herein by reftrence.
WHEREAS, said easement is an active easement presently in use by the District.
NOW, THEREFORE, in consideration of the covenants and promises herein, the parties
hereby agree as follows:
l. The District shall permit the permanent structure to encroach upon said easement.
2. The Property Owner shall indemnifr the District from the costs of any repairs to
the District's utility lines which may occur as a result of the construction of the
permanent structures over and upon such easement.
3. The Property Owner shall hold the District harmless from the cost of repairing any
damage to the structures that may be caused by the installation of new utility lines
in said easement, or by a break in present and future utility lines of the District, or
by the repair of such break by the District or by other maintenance of its lines.
4. The Propeny Owner shall indemniff the District from any increase in the cost of
construction of any new utility lines or in the cost of any repairs to the District's
utility lines, such increase, if any, due to the proximity of the permanent stnrctures
to the utilitv lines.
5. This Agreement shall bind the successors and assigns of the Property Owner, and
shall be appurtenant to and deemed to run with and for the benefit ofthe
aforementioned property in Eagle County, Colorado until such time that the
District abandons said easement. This Agreement shall be recorded against said
.,, Oroperty in accordance with the laws of the State of Colorado.
F:\l 5WSDBRITGS\FORMS\ENCROACHMENT\FRSTGINEA.DOCJANUARY 2ml
IN WITNESS WHEREOF thc partics hcrcto havc causcd this Agreement to be executed
as of the day and year first above written.
STATE OF COLORADO
F.rcPofl-sc- ) SS , COUNTY OF ETEH )
The foregoing instrument was acknowledged before me this lo{ Oay of St-ArL
2002, by James H. Galbreath as property owner of Lot 4,Forest Ct"o lanOO foffill,
Lane), Vail, Eagle County, Colorado.
Notary Public
My Commission expires: \\\tb \ D3
STATEOFCOLORADO )
)SS
COUNTYOFEAGLE )
The foregoing instrument was acknowledged before me this l0 - aay of
2002, by Dennis Gelvin, General Manager of Eagle River Water & Sanitation Di
My Commission expires:
li'!Y Cc61-r"'1n, 5*Onnt
, 07,0d'2003
FTl 5WSDUREGS\FORMS\ENCROACHMEMNFRSTCLNEA.DOCJANUARY 20OI
PROPERTY OWNER:
Dennis Gelvin, General Manager
gbrArI
i'n&s.rtY,ti$lii;=Ciij
td J
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to
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04/25/2002 l4 : g0 FA
'(
FROh i S rl C0r-E CONI' Cll
STATE OF COLOFADO
DOUNTY OF
B 001/001
2J ?EA? E1:39Fi' FE
hasfiB'r€lead thel
__,2t/4.
FF)i frE. : ??0 82r- 4fi83 Apr'
;c,fla:ed Fapoil, dai6d
by
that the prgpo$d hiildlrg lt locatsf ln e
Hi:lil'fi i?nffi .H[H, X f;#; ii 14i+F!::-;fii;. -w";ie picpueo to acctPt thcse tactg and
Pefurtmeni grent us a Pcmll'
(Namr, Orneri
--alv
,
) as,
Jj+d1':E"#$l
#ff fi 'th; L;; il ffi pr rpo sas al.'o ctn elde ratl on n' e f e In 6 x pre ss ed.
\
r"r-*-Sr,,*.=t..^---gL--
My cornfilsslon 6xPtres;
\\[tblcl?)
STATE OF COLOHADO
COUNTY OF
The foregotng Inslrumtnt wee ieckno\to{edgad before ms lhts
-
dal 9f . - .,. knawfi to mo to b€ th€
_.___, 1g--J by know|l tO m6 l0 -- -' Ttrtrmefi ano actfioweqgeo to ms $aI Fi6n ittose nime ls sJbscribed to the tors9oing,ln_.!^- rl^.-i- ^'-. ^-a,.il;;;iffir;;iltot rie purposes and 6nsideratlon th*ein expfessed,
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My commlssloh €xpires:
ow\#llj''":
i,. o+('Efl-g,. L d. ;,il'_
(Egl DcssrlPtton)
tsachlng fia proposEu fi
r.quesl-thd lown ol Vull .iitv 4'cr'
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s.rr.CONSIB'UCTION
FEPLY TO
ATTENTION OF
DEPARTMENT OFTHE ARMY
U,S. ARMY ENGINEER DISTRICT, SACBAMENTO
COFPS OF ENGINEERS
-I325 J STREET
SACRAMENTO, CALIFOFNIA 9581 4.2922
Ar,rriI 21). '2()02
Regulaf.ory Branch (200215191) 199915082
Mr. James Galbreath
8400 East- Prentice Avenrre
SuiEe 740
Englewood, Colorado I0111
Dear Mr GaLbreath:
[l.je are responding co your requesE for a Departrnent of the
Army permit to discharge fill material into wetl-ands on Lot 4 of the Forest. Glen Subdiwision. The project site is located at Gore Creek within Section 12, Townshjp 5 South, Range 80 West, Eagle
Cot tn f rr Cnl ar:dn
The Chief of Engineers has rssued nationwide crcnera I normit
number 18 which authorizes cire oi"sIilJ;s;-;;";;;;;";";;-iirI''' -"
material in waters of the United States for minor dlscharges.This proSect will rmpact O.04 acre of wetlands for the construct.ion of a single family home. We have det.ermined that v.\lrr hr/-\ianf '.ri.l nOt af f eCL tl-lj edr Fnc.l r., r- ondanrrpred Sner-i es ! uu rI'/\- \- rq:'>
nrr.l1- er-f Fal l'r'r r f ha Enri,:noprr-r-l Qnar- i aq Ar-l Ynrrr nrni F-j- ,^ ,a r-t 1-\6 lJr \-./ J vu u const.ructed r:nder Fh i s ;rrrf l-rori f y Drovi ded l_he work meets the alonclit.i.orrs Ii.st.ecl ott I lte r-'nc lolrc.rl i.:-rl-r'r.rnral-iolt slleets. Yor.r rnrrsl send a signed letLer o[ certificacion to the Corps of Eng: neers within 30 days af t.er complet ion of Ehe work (see general condiEion number 14). A copy of the certification statement is included for your use.
This verif ication is vaf i d urrt.il April 29, 2OO4 . f f yor.r have not compl eted your projecL by chat time, you shoul-d cbntact the Corps of Engineers to obtain inf orrnation on any changes which may have occurred to the nationwicle permits. you are re;por-rsibl_e f nr rarn:i 'ri -^ ; -+ormed of such chanoes :nd f or enqrr.i nn t-Lr-+- -1 1 rrll:J {rr!vr DLr\_rr L_rrorl:,\_rr clr. r,\.r !!/r_ elrDLl-L rII(J LIraL a_11 contract personnel are famifiar with the Lerms and conditlons of this permit.
-2-
You must afso ensure that adequate sediment control- devices are instafled and maintained throughout the construction period until- t.he sit.e activity is stabilized. We have assigned number
2002751.91 to your projecl-. Please refer to this number in any
r:orresnnndcnl-c l^r ith E.hiS Of f iCe. Tf worr h:rre :nv 6rrraar i an^. r! )i !/Lr rrcave qrry q'.1s>L_!vrrD,pLease contact Mr. Mark Grlfrllan of this office or telephone
number (91 0) 243-L1,99, extension 15.
Since.z6Iy,
ol orado/ Gunni son Basin
Re .at- ,,\r\/ n f f ina
402 Rood Avenue, Room 142
Grand Junct.ion, Col-orado 81501-2563
Encl-osure
(-^n i a< E'rrrni charl .
Mr. Ron D. Ve1;rr-cie, CcrI<_.r:. eLdo Lr.i.v.j,r; j.o]l ol: WtIrllite, '/I).
T-.-:^*^*l^*.'rrLrs1.,E;1r\r(;rru ..rv s I-IlL€ , Grand JunCt iOn, ColOradO B 15 0 f Ms. Nico1a Ripley, Montane Environmental Solutions, Limrted, post Offrce Box 4047, Eag1e, Colorado B1GJ1 Mr. Al Pf ister, U. S. Fish and lrrllcll:-f e Service , 764 Horizon Drive, Buildrng B, Grand Junction, Colorado Bl50G -3945 Eagle County, Post Office Box 850, Eag1e, Colorado 81631
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lr{(rntase Enyrronlnegtnl S,,rlr.rti6ns, Lttl. (Mrrntnnel u,,s:.. rtrArnr(l l.v }"'lr. Jrnres Grlhreailr (Clrrnr)
to i,,lcntii,l juriidictirrnal l'etland-s that trrar, r*ctrr (1r) hLl ptop6rtr', lcxatrd ul .1445 Gter, Frlis Lene,
Es-.r Vail, Crrlr.rratlo (Srtc). Tirc delurearr.rn *'R,ii ccntlt:.-teil t.' a.se:s p.rtcntirl \^'rtletr(t impncts
gssocieted u'itlr the (ievrl(rprnrnt ci e resiience. Jhc Sir. rs lvtrhin :he SW l./4 Stctir:n 12,
Trntnsl:iF 5 S.rurir, Renge 80\Vcs((J:lClJItL I), lq" 38'1\'! ii 106" l7'45" W. lt L. iwated in rltc
(-llen Falls iubdivi.cion in En-.t \rail, q'hich il a(:. (F{ ! iir',:i, Frehsrn Rr.re(l t,' Strean,.ritle Circlc, ro
Nuggct l,anc. 'l')rc Site Ls c.rn the nonh .cidt: o{'Gl.:r; Falli I ant rilt:icerrr to Grrtr Cteek'
U \/lUNllY AND Cfi{ttuAl SII'E t)t-.Sl-.lilPTh-rn"
The Sitc is knairc*l rn a q1evelop xl subdivislrrn r,'r Ei.t \';rii corrsictirrg oi large snrql*ihurily
lrc,lrriiites. lrnmediatelv wt:rrt rrl'rhe Sire is a larqr ir.rt: ltc,ttr. uuder cott*ttuitit]li rnd R lerge
resitlential lrorne (rn rhc eart. Nntivr vigetrrtion rn thiE arrtr includt,s lcx]ecpole, ;1s!en, spnrct, fir,
and wi[orvs u,it[in rhe ripnnan xpll ;rLrpc rvctiur',1 are. s,
Tbe Site r.s within a culdt sac co$rnrrrnil\, ltrrrt atrnrs tlre ttrr n('tlrt Gore fit'ttr "sllc] slopc, T[rc
topo4raphy pf 1)rc Site irqelf .rIrrpes Bt:ntly tirn,tr.'r'li.1 rr-. tite 1r()rth towrrd Oure Crerk. k is
approximatcll' t,crr ft'r:t afipvt tlre l0$year fi.-ttxlphin t:nrtl the nr]nll qutrhel whtre it drscerrtl.q
:harply rr.r tlre creek, Thc Site is al.*o sr'rnriu hat drturrrl as txhilritetl 'fi tlrr tlristlt ancl odrer
wcr:(lr $Ilirlei protrur:ling tlrrough thc rnt'u,.
Iil. \\ETLAND l):SCl{JP'nCN
l!)o8, is a r.lllinr'-.'.L.'nriuntetl nnd lc*v
riverinr lvetlat:rd$ (rf C()ri Creek, it i"s
Llillerenc e.
Tlre $,ctlan,l ir r'lenrlrert<d by u'illours and rnav ht u truurclt ot r larger glopt: wetlaud, Hriwever,
deveiopment ol the sul',rlivisi<xr lra.r Iikelv tmnclrcrl it hcrtlt hvdrolrrghally nnd rurllcially in
vegrtqtiLrD. Irs clitrncteri.rt ics ar(. fypigi;l oi the 'rncc wrclesprta,"i elope rvclliurtls drat occurrcd in
Basr Vail pritrr k:r rievelrrpmenr.
A, HYI)ROI.,OCY
Tltr ltv.grndient slo!.e wetland is rrcattrl bv grlutr,l*'atcr lionr nc:atby slt4:* rr tirq' gradc
rowe.rd OL)re Creek. Grneral tlivrrsi,rrr ct{ t*'nrer l.r roads anrl gcncral clcvclrrpnrtnt ha-r
likely alrrrwl lrydr,:Lr8l' to $ome e:itcnt rnd t r,r{y ha\:e ,lecrer,.rcd the infiucncc of
ETQ(n{q'11"t en Yerioug ptepc?tles itr t[re nrcr.
The jurisJicrilnal r'r'r(liurd. rirca dtlincatcd on Decrrrrbcr I'1,
g|rriient :i1ope u,erland. V4tilc the qrethrld ir ntljacent to tlrr
ntlt hyd rol( .ae:ica y suppttrtt'tl by rire creek due rc, it. elevatir-rrr
Vfatlarrd l)rlirrrarion - Onltrrr-rrh lo!furu'r, 02i03/9c!I o.l 3
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B.SOILS
Duc tc: ir:c'ren grrrrrnil and ap!\roxiluatfly $incirp.s pl'.rrr.,g, cover rlurirrg rhe dellneerton, n'l'idd data ior rr:ilr is avaiiai:lc. In additir:n, therc is n.r Nrurrl ll**,rr,rces Conscwatiorr
Scwrcr soil sun'cy colcrege for rhis rrrca.
(: \JECLI'ATION
A dctailed vegrhtil'c srrn'cy in $'intr:r ls typicallv rrrr.,rr rJiliicrrlt r't,.:e rr: a general die brck qf
iea[T nrrterial, Tiri.s is ooccrl'ated b'r sn(]q, r(]\ri.!. I)espite thesr conrJltions, tn(,ugh
atlcquatc vr8ctation was idenrifirhle r() .lerrrlniilc clc,seiy t[r" 1,.:tlanil ]rorrndsry,
Tlre rr.etlantl Lr prcdotninrntly blu,'*rcrrr u,ill*rr' {Snli: rir ur., mrm4iaud ur,.{ q rccrncl willow
$pccies, lik(ly pkurr-lcafed willou' &:luu[u:-&jui. Th' trrrdersrilrv $,!.s urore rlifficult to
deternrirre htx''cl'cr c.qrw prrrsnip (lissol.xjll-gthl']thjlfl) rr,:* pr:rsi"rt*ut abow rht snrrr'.
Thc uplnnds orr thr Sitt arr'' larReli''*eedv hcrhirccrrrrs species w,irir sconercd lcxlgepolc pine
flfaggg2ntrntrr ), By rrnroving snrrw in ke-y places ,l'er rtr.: Sire, thr prevrlcrlce of weecl.q wat
nrrterli tlrisrles and rntrtitluccrl Sra-'rsrs reveaie<l c ti,qtur"ntrJ par,:el,
]V. M[l'r.tolx t]sED
V. |LLCOMMFn-DATIONS
Tlrt wetland dclirrcariur rnrthor:ls used rverr irr accrrdrtnce u'irh rlre UF""Snnv-EstpLa{.-F.Hdo$$
\X/rtla.ds Drlifrcat i$n "Manull, Janutry l,l)8?, Hou'ever, tiue tL' elcr*, n1d lrrrrtn grrrtrnd during
fieldwo*, thr delineation wrr hasod entirely on vegetntion urdicatots arrtl n g3a36l knowledgr anJ
under.rtanding of Enst Vail u'crlant ,, No data shrrtr rvcre cornplctcd, hrlwtver I genetal
dcscription of vxgelnlien is dcscrihrd abcwc.
thls methr$plsf,y \r'$ vetl:allv aFprcwed by the l-),S. Annl Corps of Enginecn.Sncrorucrite Diltrlct
becrunc of 1l"t.it famil inriry with the local East Vail wetjands, Tl'c wetland iroundnry rvrs thetefore
t{etertrined by rhe perccntagc. corr'cr of hvdrcrphvtic plrnt spccie-q (otrlig,rre. {acultotive wit, Bnd
frcultativc). Tlre boundary wu flagged eequrntielly in tne llrlcl,
Sn lit drununoncliana FAC\V*
.\alrr pi.rafola ()lll
lanorurn l},0
jn Lr rrrrr grort is canndlrull OIIL
Frarru,a rrrrcini rl
ltrrclarnl Driirrmrrn -. Gltla.a:h i(gtdrnct, 01,/0t,/OP JoJS
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Dur to tlre rltflleulr conditions pr*'ienr on dre Site r'luring1 the drlinration. it Lr strr:ngly
recuttitrcrlded that the \r,e(lancl bc,undary recr:ivc a jurisrlietional d trtcrrn inntiotr or verilicltion
frr:ur thc Corys prior to any pcrrnit sr.r[rmittal.r.
VI. R.ESOLIILLbi
I. Arnry Curpr of Errgureers (lg8?), Vtetlaud Djliasafiot:-I4-$:ga},
2. t15 Ftdr rnd WildlrJr Service, Nntren tl,ltfj0lc[t-snssies tlurt Oi:sg1js.-Wedaud!-lBrStqn-8].
3. 1-lS Forcor Srn'ire (l9q?), RslrI:uruaui Rrreion 1X/iliori'ldrrriiqrmn-Erld Q.uidt,
4. US Netr,rrnl Re.,;t:urr:e C,rnservatiorr $er.,ice (|.gBC), Soii Srrn'e:' o{ Eflr'lt County A:ea., "Cdg$d!.
5, \\/chcr, qt.4, (1996), Colorarlo Firrre:(\feslqp Slopci, Color:rdo A.csrriatcd Univcnhy Pr+$r.
ll/rriarr,l l)rlirr<arlo rr - Ulil.:grh Runlsvt, 0 ] i't 3 /9 9 iof,l
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DESIGN REVIEW BOARD AGENDA
Wednesday, JelCary t, 1!99
3:00 P.M.
PROJECT ORIENTATION / LUNCH - Community Development Department
George
a
Lionshead Center
520 E.#306.
VOTE: 4-0
Appli
M
residence - Fi of a new single family residence.
Glen.Falls
l[Etopr
12:00 pm
2:00 pm
3:00 pm
Allison
2.
3.
4.
James
: Bill Pierce SECOND: Hans Woldrich VOTE: zt-O
PPROVED WITH
ils of disturbance be delineated.
Tltnfthe$6ne foundation be canied around to the garage.
That the findow theme be continued to the front windows and break up the large panes
That natural wood siding be used on the garage door and dormers.5. Thet the Dutch eaves be continued throughout the building.6. That the building height requirement be met.
Northwoods - Conceptual review of an approved development plan.
600 Vail Valley Drive/Northwoods Condominiums.
Applicant Fritzlen, Pierce, Smith
CONCEPTUAL- NO VOTE
3.
AIPP Master Plan - "Focus" group discussion- Nanry Sweeneyl
Com Dev Liaison to AIPP - Jeff Hunt - t hour \\;/a\\MEMBERSPRESENT UW^ N
Y.'??"ili'ft';i"ilt':#i,ilsvror 28, a Resub or Lot 2, vair t schone 3d Firins.Applffant: George Greenwald
TABLED UNTIL JANUARY 20. 1999
Ball Residence - Final review of a new single-family residence.
2835 Snowberry Drive / Lot 8, Block 9, Intermountain.
Applicant: Chris & Mary€all, represented by Beth Levine
MOTION:SEcoruo:VOTE:
t
TABLED UNTIL JANUARY 30., 1999
" .! | .: .
Nancy's Nest - Final revi&v gf.a demo/rebuild of a primary/secondary residence,
with a Type ll Employee HocSing\prfit
765 Forest Road / Lot 8, Block 2, Vail.Village 6"' Filing.
Applicant: Nancy Adam, tbpresenGd by Fritzlen, Pierce, Smith Architects
I
TABLED UNTIL JA$IUARY 20, 19S9" L , t.
staffApprovals tt ii
u J',,. ..f O
Vail Shirts - Hanging andtryvningsign.
Bridge StreeUCasino Buildiflg. I
Applicant: Tom Bosilli ' t
Manrico Cashmere - New sign.
242 Easl Meadow Drive/Austria Haris
Applicant: Claudia Calzoni
Half Moon Saloon - New wall sign.
2161 N. Frontage Rd. WesUWest Vail
Applicant: Maggie Hurley
4.
6
A
t'.rf I
t:-
a *{D ' .t
George
Jeff
Brent
Allison
George
Allison
Brent
i.
,!
Brent ,
Brent
I ra
ir
Rec Sports - New awning sign.
2211 N. Frontage Road/West Vail Lodge.
Applicant: Dick Hauserman
ll
.A
VA North Lot, West Lot, Maintenance Yard - Parking lights. . ts t Jeff
North Lot (north of Landmark), West Lot (west of Marriott), Main$hglg Yard (southeasl of
Cat storage area). .' ' '.Applicant: Ted Ryczek , -it it+
Furclub of Vail - New awning sign.
174 Gore Creek Drive/Lodge at Vail.
Applicant: Ronnie Lipton
Fallridge Condominiums - Revised front entry stairway.
1850 E. Vail Valley Drive/Fallridge, Sunburst Filing #3.
Applicant: FallridgeCondominiumAssociation
KirkpatricUDelude residence - Replace existing crib retaining wall.
146211464 Greenhill CourVlot 19, Glen Lyon.
Applicant: Doug &Joan Kirkpatrick
The applications and information about the proposals are available for public inspection during regular office
in the project planner's office, located at the Town of Vail Communiiy Development Department, 75 South Fn
Road.
Matt /
'I
BLIILDINC MATERIALS:
o
TYPE OF MATERIAL:COLOR:t
CeAa/L gVYc:N^1"rrt-[Roof
Siding
Othcr Wall Matcrials
Fascia
Soffits
Windows
Windorv Trinr
Doors
Door Trinr
l'land or Dcck Rails
Flucs
ljlashings
Chirnncys
Trash Enolosurcs
Grccnhouscs
Rctaining Walls
Extcrior Lighting+*
Othcr
FI L24AP.
t/ r.llolbv or )ellco
I
Kn\hy orr Se.rnco
CAny-r 6ror^rn'"
Beniortti', fncore-- t6+to
I?eniA/nirr flbYe
PH'jE-
NjollntL^l
C+nlon Bmun'
Ca',yo. JSor^rt'^,-
ShcK
Fte--,' >'
6vo,a
,-/CW
fpd+R
l.1a
</tl /\Pta-l
la^/ /)Dr€n.,.
ll
lv\coc ft r
* Plctrsc spccify thc nranufacturer's color, nutttbcr and attach a snrall COlor chip
** All cxtcrior lighting must nrcct thc Town's Lighting ordinancc 18.54.050(J). If
plcasc indicatc tlic nunrbcr of fixturcs and locatious orr a scparatc lighting plan. Idcnti
itr" h"ight abovc gradc. lunrcns output. luminous arca, and attach a cut shcct of thc lig
l
1046
lqs - Cednz-
J
L-ot#t inr 6V*-,rV;l . aaa"o, t l}qn s#earsrLzCrr.4V^;9
This fornr is to vcrifu scrvicc availability and location for ncw construction and should bc uscd in conjunction
with prcparing your utility pi." ""a
schcduling installations. Thc location and availability ofutilitics' whcthcr
thcy bc nrain trunk lincs or proposcd lincs, must bc approvctl and vcrificd by thc following utilitic's for thc
accompanying sitc Plan.
U.S. Wcst Communications
t-800-922-t987 ,/
4(r8-6t160 or 949-4530
Public Scrvicc ConrPanY
949-5781
Gary Hnll
Holy Cross Elcctric Assoc.
949-5892
Tcd Husky/John Boyd
T.C.l.
949-55 30
Floyd Salazar
liaglc Rivcr Watcr
& Sanitation District *
476-7480
Frcd llaslcc
Datc
cl r /-'/t
1^tr-qt
2.
3.
Authoriz.cd SiSrraturc
{ * oq/enlqa
* Plcasc bring a sitc plan. floor plan, and clcvations rvhcn obtaining Uppcr Eaglc Vallcy Watcr & Sanitation
signahrrcs. Firc flow nccds tnust bc addrcsscd'
NOTES:
t.lf thc utility vcrification form has signaturcs front cach.of thc utility companics, and no
cornrncnts arc nradc dircctly on thc iornr, thc Town will prcsunrc that thcrc arc no problcms and
thc dcvclopntcnt ciur Procccd
lf a utility company has conccms with thc proposcd construction, thc utility rcprescntativc shall
notc dircctly on thc utility vcrification fomr that thcrc is a problcnr rvhich nccds to bc rcsolved'
Thc issuc siould thcn bc dctailc6 in au attachcd lcttcr to thc Town of Vail. Howcvcr' plcasc
kccp in nrind that it is thc rcsponsibility ofthc trtility company and thc applicant to rc'solvc
idcntificd problcms.
Thc.sc vcrifications do not rblicvc thc contrabtor of thc rcsponsibility to obtain a Public Way
Pcnnit fiom thc Dcpartnlcnt of Public works at thc Town of vail' Utility locations must bc
obtained bcforc dieging in any public right-of-way or cascmcnt within thc Town of Vail' A
Updatcd 6/97
o I
FIPLV IO
atlEl|trox of
DEPARTMENT OF THE ARTTY
U.S. ARIIY E}IGIIiIEER DISTRICT, SACRAiIEI{TO
CORPS OF ENGINEERS
1325 J STREET
SACRAI'ENTO. CALIFOBHIA 9581 4.29?2
April 22, 1999
Date Receivec
APR 2B 1999
Regulatory Branch (L99975082)
Ms. Nicola Ripley
Montane Environmental SoLutions, Ltd
Post Office Box 3611-
Vail, Colorado 8L658
Dear Ms. Ripley:
I am responding to your reguest, on behaLf of Mr- ,James
Galbreat.h, for a Department of the Army permit to discharge fill
materlal into wetlands on Lot 4 of the Forest Glen Subdivision in
VaiL, Col-orado. The project is located at. Gore Creek within
Section 12, Township 5 South, Range 80 West, Eagle County,
Colorado.
The Chief of Engineers has issued nationwide general permit
number 18 which authorizes the discharge of dredged or fill
material in waters of t.he United states for minor discharges.
This projects will impact. 0.04 acre of wetlands for tshe
construction of a single family home. We have completed our Pre-
Discharge Not.ification wit,h our cooperating agencies and we have
not received any comments from those agencies. We have
determined that your project will not affect threaEened or
endangered species protected by t,he Endangered Species Act. Your
project can be consEructed under Ehis authorlty provided the work
meets the conditions listed on the enclosed information sheets.
You must send a signed letter of certification Eo the Corps of
Engineers within 30 days after completsion of the work (see
general condit.ion number 14). A copy of the certification
statement is included for your use.
You must ensure tfrat aAequate sediment control devises are
inst.alled and maint.ained throughout the construction period until
the sit.e is stabilized. This verification is vafid for two years
from the daEe of thie letter. If you have not completed your project by t.hat time, you should contact the Corps of Engineers
to obtai.n information on any changes which may have occurred to
the nationwide permits. You are responsible for remaining
lnformed of such chanqes.
-z-
We have assigned number 199975082 to your project. Pl_ease refer to this nurnlcer in any correspondence with this offi.ce. If you have any questions, please contacE Mr. Michael Claffey of t,his office or telephone nufiiber (970) 243-Lt99, extension 13.
Q i nnara'l rt v-rrve! v+1 ,
Grady L. McNure
Chief , Northwestern CoLorado
Regulatory Office
402 Rood Avenue, Room 142
Grand,Junction, Colorado 8L501-2563
Encl-osure
Copies Furnished:
Mr. WilLlam Clark, Colorado Division of Wildlife, 71-1- IndependenE
Avenue, Grand Junet,ion, CoLorado 81501
$s. Susan T. Moyer, U.S. Fish and Wildlife Service, 754 Horizon
/ Drive, South Annex A, Grand ,Junction, Colorado 81506-3945
,,/ Ittr. Russ Forest, Town of Vail, ?5 FronEage Road, Vai1,
Co1orado,8L657
Brick Stor
Featu res
. Tamperproof design.. Copper free casl aluminum face plate. Stainless
steel hardware.. Lighting pattern provides wide lateral distribution
and lono f otward throw.
Avarlable n casl baass Paeltr seres desrOnalton wtlh B
Spec'ty
^lAT
lor natural brass Mll lor mrireue brass or a
pOwdercodt Color In lhe I n,Sl- secl.On Ol lhe C,talOO numb€r
See l^e B-K Brass brochJre lor addrlronal dela.ls
For photometflcs. see page 33.
Brick Star, as the name would irrply
is designed to blend architecturally
into brick structures. Brick Star uti-
lizes a rectangular cast aluminunr
back box for ease ol installation.
Brick Star applications are not limited
to just brick construction however.
Brick Star's advanced oplics and
rectangular architectural look, allow
it to be used to fit almost all step,
path or area lighting designs.
. @ Listeo with r\IR16 tarnps ro 50 warrs . For use with remote translormers see
pages 36, 38, or 41.. Cast alUminum back box, Suitabie for concre:e
^^.,, ^^^l:^^.1^^^PIJUr dyP||UclLrur r>.
CATAL
Lamp Type
0 - Bv Othsrs
1 - Esx(zow), r4. Spor
4 - FHA(3sW), 18" Spot
1 5 - EYB(42W), 11 .5' Spot
6 - EXT(5oW), 10" Spot
t x213ht rlti lhr..
fltaa- Tro
eltf .91
Lrm &
oo.a
i:]-
:/:
"',]\:i
r9|rlc a
rPS Io9
I
L,*
Cor'l 1lt
uu9
OG NUMBER LOGIC
Tro CootJrrrt,
Yt 5' oo. fid..
26
..,1'$'t! i,i *,rr-q$Sry$ lr'?! llrit iii' I Mwl{K}ro}*s*lssw
-Et-K
LrGHlitNG, '*.. fi!
Pourer Pi eS sLem
Features . PVC construction below qrade.
. Allows feed through wirin-g of 120V or 12V.
. Positive locking on adjUstable stem.. Machined aluminum construction above grade.
Power Pipe System is a line ol
mounting, junction box and trans{orrrer
options for both t 2V and 120V ap
plications The Power Pipe can be a
mounting stake for 12Y or 120V lighting
fixtures. lt can be a vertical junction ocx
tor 12V or 120V applications. Power
Pipe can house a 75VA electrotric
transformer which can be used 1o
make up an integrally transformered
120V112V fixture or as a stand-alone.
architectural transformer housing for
12V remote lixtures. lt can also be a
1 2V, adjustable-stenr, mounting oplron
Power Pipe can be easily a"d
quickly installed. lt provides a clt;;tn
architectural look to the transition tront
the wiring system to the fixlure.
4D Lirt"O for '120V and 12v dpprr6slisnt
Clean architectural transition f rom stake to f i> lu te.
Integral and remote translormer options.
CATALOG NUMBER LOGIC
BLW
S - Stake, J - Junclion Box,A - Adjustable Stem (includes stake, not available with'J ')
T - 75W Transformar with Housrnq (Specrly cap as additional accessory.),
O None, B-single Hole Cap, C - Solid Cap, D'Dome Cap
Powdercoat (n
Bronze B;)
Blac BI
While (Gloss)WHP
A Available in machined brass Prelr^ series oesrgnalon 4) with '8. So€crly NAT lor nalural brass MIT' lor m l,que
brass, 'POL' lor polish€d brass or a powdercoal colof rn
the linish section ol the calalog number. Se€ lhe g-K
Brass brochure lor additional dolails.
JO
ET-K LIGHTING,^;A
Fieldscape
lncorporated
Transmittal
To: T.O.V. Planning Staff From: Ric Fields
Cc: Joe Abbott Date: September 28/ 1998
fim Galbreath
Re: Site/Landscape Submittal Project: The Galbreath Residence
Dear Staff,
Enclosed is a submittal for the Galbreath Residence on Lot 4, Final Plat of
Forest Glen. If you have any questions, please phone at your
convenience.
Lighting fixtures which are located on Sheet L-1 are as follows;* The up-light at the address marker is a B-K Lighting Power Pipe
System, catalog na. P / P - A-1,2" -B-BZM;* The fixtures around the Hot Tub and Fire Pit are also B-K Lighting
Brick Star, catalog no. B/Q-1-BZW.
Plase find the following;
Date Copies Of Sept.28,1998 3 L-1, Preliminary Site/Grading Plan " 3 L-1, Preliminary Landscape Plan " 1ea. Lighting Cut Sheets
" 1 Sheet 3, Proposed Landscaping submittal sheet
Thanks very much,
Ric
P.O Box 1871 Avon, Colorado 81620 (970) 815-9045 (970)U5-7003 fax
O PRoPosEDLAND'.AP'NG
Botanical Narlc
+Art*- Armu(ffi aqA
4raiv ,.1wn(rtA
.&-,f *fU-.',_Cfgft...A (+ +Ag 9-z -renZ- oo^4^,6e
EXISTING TREES TO
I.}I] REMOVED:
*Minirrtuut rcquircnlcnts lbr landscnping:dcciduous trccs - 2 inch caliPcr
conifcrous trccs - 6 t'cct in hcight
shnrbs - 5 gallons
Squarc Footagc Tvpc
CROUND COVER
SOD
SEED
IRRIGATION
TYPE OR METTIOD OF
EROSION CONTROL
OTHER I-ANDSCAPE FEATURES (rctaining rvalls, fcncc,s, srvintnting poots, ctc.) Plcasc spccifr. Indicatc top and
bottom clcvations of rctainiqg walls. Maximunr hcight of walls within thc liont sctback is 3 fcct. Maxintunr hcight of
walls clscwhcrc on thc property is 6 fcct.
B-V'
z-v" at-
Sizc+
+-
Common Namc Quantitv
PROPOSED TREES
AND SHRUBS:
{e*,r"-l Mr^:. l.,.jLrlru)
o"tt*o*a*F
Peucu"' tr "aur,r.trx'3 Qlpr,Ltna Ag{v,J
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Design Review Action Form
TOWN OF VAIL
Project Name; Galtrreath Residence
Project Description: New Single-family residence
Owner, Address, and Phone: Jim Galbreath
7 Churchill Dr.
Englewood, CO 801l0
ArchitectlContact, Address, and Phone: Joseph Abbott 970-653-4443
HCR 8l Box 6l
Bond, CO 80423
Ploject Street Address: 4445 Glen Falls Lane
Legal Description: Lot 4, Forest Glen
Parcel Number: 210112305002
Comments:
Building Name:
Motion by:
Seconded by:
Votc: 4-0
Conditions: l.
2.
3.
4.
t
6.
Town Planner:
Date: 116199
Board/Staff Action
Bill Clark Action:
Hans Wolridch
Approved with
conditions
The limits of disturbance be delineated on the site plan
The stone base ofthe building be continues around the garage
The the window theme be continued to the front windows to break up
the large panes ofglass
The natural wood siding be used on the garage door and dormers (and
delineated on the plans)
Dutch evease be continues throughout the building
The building height requirement be met
Allison Ochs
DRB Fee Paid: $200.00
Project Name: Galbreath Residence
VAILDATA\EV ERYONE\DRBWPPROVALS\1 DRBAPPR
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ENCROACHMENT AGREEMENT
, tJt THIS AGREEMENT is made and entered into tnis 0 Y\ay
River Water & Sanitation District, a quasi-
of Colorado, hereinafter referred to as
and James H. Galbreath, hereinafter referred to as "properw owner".
WHEREAS, Property Owner is presently the owner of iertain real property
described as Lot 4, Forest Glen, Vail, located in Eagle county; colorado; and -.
WHEREAS, the District is presently in possession of easement, 2o-feet in width, running through the aforementioned property, said easement is described
on Exhibit A, attached hereto and incorporated herein by this reference; and
WHEREAS, Property owner desires to construct permanent improvements
that will encroach upon said easement in an area approximately 20, x 115, or about 2,300 square feet. Said encroachment is herein described on Exhibit A which is attached hereto and incorporated herein by reference.
WHEREAS, said easement is an active easement presently in use by the District.
NOW, THEREFORE, in consideration of the covenants and promises herein,the parties hereby agree as follows:
1. The District shall permit the permanent improvements to encroach upon said easement.
2. The Properff Owner shall indemnifu the District from the costs of any repairs to the District's utility lines which may occur as a result of the construction of the permanent improvements over and upon such easement.
3. The Propertjr Owner shall hold the District harmless from the cost of repairing any damage to the improvements which may be caused by the installation of new utility lines in said easement, or by a break in present and future utility lines of the District, or by the repair of such break by the District or by other maintenance of its lines.
4' The Property Owner shall indemnify the District from any increase in the cost of construction of any new utility lines or in the cost of ar5r repairs
to the District's utility lines, such increase , if any, due to the proximity oi ure permanent improvements to the utility lines.
I
5' This Agreement shall bind the successors and assigns of the Property
owner, and shall be appurtenant to and deemed to run with and for the benefit
of the aforementioned propergr in Eagle County, Colorado until such time that the
District abandons said easement. This Agreement shall be recorded against said
property in accordance with the laws of the State of Colorado.
IN WITNESS WHEREOF the parties hereto have caused this Agreement to
be executed as of the day and year first above written.
EAGLE zuVERWATER & SANITATION DISTRICT
Dennis Gelvin, General Manager
STATE OF COLORADO
COUNTY OF EAGLE
The foregoing j ingistrument'*'as acknowledged before me this 48' 6u, o,
199E bv James H. Galhrenth es Prnnerfrr f)rrrncr- nf I nt a E'^---, by James H. Galbreath as Property Owner of Lot 4, Forest
len, V , Eagle Count5r, Colorado..
c..-
/. ,.7 ,.1 J-//zd..z At. (a-ee-)
Notarf Public
By
SS
2
STATE OF COLORADO
COUNTY OF EAGLE
:.
The foregoing instrument was acknowledged before me this _ day of
1998' by Dennis Gelvin, General Manager of the Eagle River Water & Sanitation
District.
Notary Public
My Commission expires:
SS
F: \ I swSD\8REGS\FORMS\cAL.Doc
- charges -
ALTA Owner Policy
EASEMENT
DECLARATION
Rel/Deed of Trust
--TOTAL--
*** THIS IS NOT AN
TO THIS ORDER,
Effective Date:
Tit.le to effect
ER FALLS .A,S
The land referred to in this follows:
LOT 4, FINAL PLAT OF FOREST
RECORDED AUGUST 13, t_992 rN
EAGLE, STATE OF COLORADO.
$416 .00
940.00
$30.00
$36.00
$522.00
PLEASE REFERENCE OIJR ORDER NO. V19713-2 ***tl 't/.8/?{
TITLE TT.TSURnE COMPANY
MITMENT
A
Our Order # Vt9713-2
For InformaEion Onlv
#247 ,500.00
oLD nrlalrc
ALT
NATIONAI-,
A COM
SCHEDULE
INVOTCE, BUT AN ESTIMATE OF FEES. WHEN REFERR]NG
1.
2.
-a992-atr 5:00 P.M.
Policy to be issued, and proposed Insured:
nALTAf' Owner's Po1icv IO-L7-92
Proposed Insured:
.JAI\4ES H. GALBREATH AND KATHRYN D. GALBREATH ,
The esLate or interest in the land described this Commi-tment and covered herein is:
A Fee Simple
3.
aS ,Joints Tenants
or referred to in
estate or interest. covered herein is aE
hereof
Ehe
IP
5.
S, A COLORADO
Commitment is described as
GIJEN, ACCORDING TO THE PLAT
BOOK 587 AT PAGE 376, COT'}fTY
PAGE
OF
ALTO coMMTTMENT
SCHEDULE B-2
(Exceptions) our Order # V1971-3-2
The policy or policies to be issued will contain exceptions to t,he following unless the same are disposed of to the satisfaction of the Company:
1. SLandard Exceptions i- through 5 printed on the cower sheet..
6. Taxes and assessments not yet, due or payable and special
assessments not yet certified Eo the Treasurer's office.
7. Any unpaid Eaxes or assessments againsts said Land.
8. Liens for unpaid water and sewer charges, if any.
9. ].992 TAXES NOT YET DUE OR PAYABLE AND ASSESSMENTS NOT YET CERTIFIED TO THE
TREASI'RERS OFFICE.
10. LTENS FOR {JNPATD WATER AND SEWER CHARGES, TF ANY.
]-1-. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
I]NITED STATES AS RESERVED IN ITNITED STATES PATENT RECORDED November 17,
I9O2, IN BOOK 48 AT PAGE 492.
1.2. RIGHT OF PROPRIETOR OF A VEIN OR I,ODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUI.TD TO PENETRATE OR T}ffTERSECT THE PREMTSES
AS RESERVED IN IJNITED STATES PATENT RECORDED Novemlcer 17, L902, IN BOOK 48
AT PAGE 492.
13. EASEME}T'I AS GRA}fTED TO UPPER EAGLE VALLEY SANITAT]ON DISTRICT IN INSTRIJMENT
RECORDED JI]NE 13, 1973 IN BOOK 229 AT PAGE 550 AND 551.
14. EASEMENT AND RTGHT OF WAY FOR GORE CREEK AS TT AFFECTS SI]B.]ECT PROPERTY.
15. PEDESTRIAN AND EQUESTRIAN EASEMENT 15 FEET IN WIDTH ALONG THE SOUTHEAST
BANK OF GORE CREEK AS RESERVED IN DEED RECORDED APRIL 3, 1968 IN BOOK 212
AT PAGE 637.
15. EASEMENT AND RIGHT OF WAY 20 FEET IN WIDTH ALONG TIIE NORTHERLY SIDE OF
SUBJECT PROPERTY AS RESERVED IN DEED RECORDED FEBRUARY 25, L965 IN BOOK 188
AT PAGE 11-3 FOR USE OF PEDESTRIA}TS AI{D EQUESTRIA}IS AND PERSONS USING MAIN
GORE CREEK FOR FISHING PURPOSES.
17. RESERVATION OF A TEN PERCENT NON-PARTICIPATING ROYALTY AS RESERVED IN DEED
RECORDED NOVEMBER 2, 1962 IN BOOK 156 AT PAGE 407.
18. EASEMENTS, RESERVATIONS AIVD RESTRTCTTONS AS SHOWN OR RESERVED ON THE FTNAL
PLAT OF FOREST GLEN RECORDED AUGUST 19 , ]-992 IN BOOK 587 AT PAGE 376.
PAGE 4
ALTO coMMTTMENT
SCHEDULE B-2
(Exceptions) Our Order # VL97t3-2
1-9. TERMS, CONDITIONS AND PROVISIONS OF DECLARATION OF COVENANTS, CONDITIONS,
RESTRICTIONS AND EASEMENTS OF FOREST GLEN RECORDED August l-9, 1992 IN BOOK
587 AT PAGE 377 AND FIRST AMENDMENT THERETO RECORDED NOVEMBER ]-8, ].992 IN
BOOK 594 AT PAGE 534.
20. TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT
RECORDED August 18, 1992 IN BOOK 587 AT PAGE 345.
21. TJNDERGROUND RTGHT OF WAY EASEMEI T AS GRAMIED TO HOLY CROSS ELECTRIC
ASSOCIATION, INC. IN INSTRIJMENT RECORDED AUGUST 13, ]-992 IN BOOK 585 AT
PAGE 923.
PAGE 5
rOr " ,c u A R A N *O c o M P A N Y
DISCLOSURE STATEMENT
Required by Senate BiII 91-l-4
A) The subject real- properLy may be locat,ed in a special Eaxing district.
B) A Certificate of Taxes Due listing each taxing jurisdiction
may be obtained from the County Treasurer or the Count.y Treasurer's auEhorized aqent.
C) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County
Commissioners, the County Clerk and Recorder, or t,he County
Assessor.
Required by Senate Bill 92-L43
A) A Certificate of Taxes Due listing each taxing jurisdiction
shall be obtained from the County Treasurer or the County Treasurer's authorized agenE.
LA,ND
FttEc0
o
PY \=-di
TOW OFW'T,')
D : lt tt : ; ;' 1 {3,r1 t1 C o t t t t,' :ttti ty D av e lopnc n t
75 Sourl: Fronta.;c RLad
l/ail, Colorado 81657
970-479-1i 33
.t: ..): 97 . ;9-2. i2
Dcir-'lltb.. r :l-). I 9tli
Mirrk Olin
Joscph Abbott Constfuction, Itrc.
llC'R ul llox 6l
Bond, ( O i]0423
R ji: Gliirirc:ath Rcsidclrcc ilt 4-i.15 GIcn Falls [-anc
l-oL -1, Forust GIcl Srrt;rlivision
D,:at'Mlrlk:
'l'hc Coi.::;,.rility Dcvcl()plltcnL Dcpaltmcnt has l'cvicrffcd thc plans for thc Galblcath
Itcsidcncc tt, bc locrtctj at 444-5 (_ilcn Falls l.unc. l-hc fbll0iving couuncnts anrl rcvisions
nccdtobci:..J:c,sscrl priortothcDcs;gnRcriin,Boardnrc.,'ingonJanuary6, lg98:
l.'l'hctlrivl','ayalll)carstobcovcririadcinthcarcafi'ornthcspotclcvationoi'59'-5"to
thc ,r0 con:r,ur'. whcrc a gradc of i3,,/o is calculatcd.
2. 'l'hc trlan indicaies it.ic\v',,,atcr lcatur',: whcrc a livc strcaur now cxists. Ar.c you
p|oDtisirp fcrouri:rg r . iivc:itrcanr'i it'so wc will nccd apploval fi'orn the Arrny
Corps ol ungirrcr is .,: wcil ils a dcsign liont a liccnscd cnginccr. which addrcsscs
stlclrir iiorvs. cha,incl ,.',idtli. tlcniir. ctc.
3. Plclsc havc a rvcllattd :onsultant dcfinc thc cxisting wctland boundary for thc plojcct.
Thc iilrny Corps of Lirgincct's rvill thcrt nccrd to approvc thc projcct. Any qucstions
rcgal,lijrs this pl'occss can bc dircctcd to Mikc clallcy at thc Army corps of
Engir,-';is a.9l(t-243- | l9(). -fhc Almy c-olps of Enginrr:r's approval will necd to bc
subrtrittcd 10 thc Collltrlunity l)cvclopurcut Dcpartrncnt ,,-forc a building pclmit will
bc isr;ucd.
4. Plcas"- iravc ER\I'S sir:r oil' on a noi' dlivcway and .lndscaping in tl.cir scrvcr'
cascrrcllt.
5. In or tlct' to dctclntinc ' u ild ing hcight. plcasc includc all ri,lgc clcvations and cavc linc
clcva ons. IVIarintunt ,,ci;1ht is 33 ft. fbr ir sloping roof and is rncasulcd to cxisting or
{p *r"r"*o rnr"r
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.tanuary 4,.199!l '
Allirion Ochr .
Plrrlrcr; Torn OfVril '
75 Frontage Rrrad
Vail, Coloradc. 81657
.Port Ofli':c lox llTl Avon. Colorrdo t1620
3dtDS(r13IJ ilB svd EABZETEEAE 69:gT 6661/iglrq
Development Plan Ro orm
o
uting F
o
mmunitv Co
Routed To:Terri Partch, Public Works
Return To:Allison Ochs
Date Routed:12il798
Rcturn By:asap
Projcct Name:
Project Address:
Project Legal:
Projcct Description:
Galbreath Residence
4445 Glen Falls Lane
Lot 4, Forest Glen
New SF Residence
Approved
-x
Denied (cite detailed reasons) Approved with conditions
The driveway appears to be over grade in the area from thc spot elevation of59'-5" to the 60 contour, where I calculate
a grade of l3%.
The plan indicates a new water feature where a live sheam now exists. Arc you proposing rerouting the live stream? If
so we will need approval from the Army Corps of Engineers as well as a design from a licensed engineer which addresses
stream flows, channel width, depth, etc.
Please have a wetland consultant define the existing wetland boundary for the project. The Army Corps of Engineers
will then need to approve the project.
Please have the rock wall detail desigred and stamped by a liccnsed engineer (the wall lay back exceeds I :l ).
Please have ERWS sigr offon a new driveway and landscaping in their sewer easement.
Terri Partch received l2ll7l98 reviewed/ returned 12123198
Comm Development Plan Rou
o
ting Form
Approved
-x
Denied (cite detailed reasons) Approved with conditions
I
unity
Routed To:Terri Partch, Public Works
Retuln To:Allison Ochs
Date Routed:l1t3t98
Retum By:asap
Project Name:
Project Address:
Project Legal:
Ploject Description:
Galbreath Residencc
4445 Glen Falls Lane
Lot 4, Forest Glen
New SF Residence
The driveway appears to be over grade in a few areas. One ofthe over grade areas is fromthe spot elevation of
65 '3 " to the 64 contour. where I calculate a grade of 29%. The other over grade area is from the 60 contour to
the 59' 3" spot elevation where I calculatcd a gmde of 13.6V". Please revise the driveway grade to be 87o or less
for the first l0' and then l0% or less for the rest ofthe drive.
The plan indicates a new water feature where a live stream now exists. Are you proposing rerouting the live
stream? If so we will need approval from the Anny Corps of Engineers as well as a dcsign from a licenced engineer
which addlesses stream flows, channel width, depth, ctc.
Please have a wetland consultant define thc cxisting wctland boundary for the project. The Army Corps of
Engineers will then need to approve the project.
Please have thc rock wall detail designed and stanryed by a licenced engineer (the wall lay back exceeds l:l).
Pleasc have ERWS sign offon a new driveway and landscaping in their sewer easement.
Questions for staff:
Should we require a site specific flood plain designation out here? The FEMA maps seem to conflict with the
surveyed creek edge boundary.
Terri Partch received lll3l98 reviewed/ returned 11/10198
Printed by Al"lison Ochs L/98 1:28pm
From: ALlison ochs To: Terrl Partch Subject: fwdr ca lbreath
===NOTE===============11 / LI/ 9B=LL z!6an=
According to the final plat of Forest clen, the floodplain lays within the 50t setback from core Creek. Do they
need to do a flood plain delineation in light of this ?
Fwd=by: =Terri=Partch== 11 / LL/98=L2: Lgpm=
Fwd to: Allison ochs
Allison, we would still like to have the surveyors put the flood plain line on their survey. I woul,d also like to
Eee the final plat of the Forest clen subdivj-eion, Could you make me a copy
and. put lt in my box, please? Thanks,
AIl ison !
Page: 1
Print.ed by Allison Ochs
From: Allison ochs
To! Terri ParLch
Subj ect: twd: ga Ibreath
===NOTE===============11l L 1/9 8=l-2 : 0 lpm=Yes, more questions.
ThaL stream has already been diverted on to the neighboring property. Do
Lhey still need to have the Army Corps of Engineers sign off on that?
Fwd=by: =Terri= Partch== 11 / LL/ 9B=12 t 45pn=
Fwd to: Allison Ochs, Terri Partch
They only need to have it designed by
an engineer lf they declde to move or reroute the stream in any way. (By Lhe way, iL is already on their property,
according to the suvey. It looks like the next door neighbors routed it lnt.o the Galbreath's 1"5' east side setback.)
I Lhink the on1y.r^retlands that are affected are the ones that were probably fed by Lhis stream before the
neighbors moved it. Therefore, having the Army Corps address the wetlands j.ssue out there is probably sufficient.
They woln't need Lo have t.he Corps look
at Uhe moving of the stream because no
new wetlands have been established
there yet. or at least we'Il pretend
thatrs true.
1/98 1:21pm
Page:
TOWN OF VAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
October 8, 1998
James H. Galbreath
7 Churchill Dr.
Englewood, CO 80110
RE: Galbreath Residence at 4445 Glen Falls Lane
Lot 4. Forest GIen Subdivision
Dear James:
The Community Development Department
Galbreath Residence to be located aL 4445
and revisions need to be addressed:
HTETOPY
has reviewed the preliminary plans for the
Glen Falls Lane. The followine comments
l.Please hl.': thl utility connpanies sign a sraiement saying that it is okay to pave
and landscape over their easements.
Please place a pan between the existing edgc oi road and the new drive. Revise
driveway grades accordingly.
Please tie the proposed culvert across the drive into the existing culvert which
crosses your neighbor's drive (ideally with an inlet).
The survey elevations/benchmark elevations may be ofl IEMA shows the flood
plain in this area to be befween 40.5 and 42.5 (below the elevation of the edge of
the creek)
Please show the 50' setback from Gore Creek on the site plan.
2
J.
4.
l.
6.According to the Final Plat
n o.I ' .,'^.. /ffcherm"-'
permanent improvements to the
accordingly.
of Forest Glen Subdivision, the public
- .,-lJ. .. ... ..-..grqr r!4!e
area of the easement. Please revise the plan
7. Please show the location and size of existing trees that will be removed.
Vegetation on the site also indicates a potential wetland area. lf wetlands do exist
a'tt hLt.t\.. ..,; Ji.
ir !lnq .\(r*., "'--
l, ; ,. . r.r'r'-
on the site, an application to the Army Corps of Engineers may be required before
development can proceed
8. Please show all required parking spaces on the site plan. The caretaker unit's
parking must function independently of the parking required for the main house.
9. ln orderto determine building height, please include all ridge elevations and eave
line elevations. Maximum height is 33 ft. for a sloping roof and is measured to
the existing or finished grade (whichever is more restrictive).
Staff has evaluated the Galbreath Residence based on the survey provided and
based on Special Development District #27. The analysis provides:
10.
Standard Allowed SDD#27 Proposed
Lot area:
Buildable area:
GRFA:
Belorv Grade
Carctakcr Unit
Site Coverage:
18.027 .4 sq ft. (0.4 | 4 acres)
I1,321 sq. ft. (0.260 acres)
4,500 sq. ft.
min. of 1000 sq. ft.
max. of 900 sq. ft.
4,500 sq ft.
5,228 sq. ft.
1.081 sq. fl.
601 sq. ft.
3,196 sq. ft.
ll.
According to staff calculations, the Calbrcath Residence is 728 sq. ft. in excess of
atlorvable GRFA.
The Design Review Board voiced some concerns regarding the large trees ai ,Lc
rear of the lot. These trees serve as a buffer to I-70 and would be a great loss to
the pronertv lf at all possible, the Design Review Board would prefer to see
these trees remain. This can be achieved bv pushins the irouse forward on the lot
12. The Design Review Board also questioned the use of stucco over the garagL,
pr'cfci'rii'g a n::! ;i.riural woud.
Dcl-;, . lrrl Dosigir iieview can be scheduleu, rirc abovc corm"nts and revisions will
need to be addressed. The next DRB meeting is scheduled for October 21, 1998. Ifyou
would like to be on the agenda for another Conceptuat Keview, plcl:: :',hmit all changes
by October 12, 1998 The following Design Review Board meeting is scheduled for
November 4, 1998. To be considered for a final Design Review on November 4, all
materials must be subnritted to nte L; 3:l^L^' I o, I ol3. lf 'nr1 lavs any questions,
please feel free to contact me at (970) 479-2369.
Sincerelv.
ALh,l ryl ( un-
Allison Ochs
Planner I
VAI t.\u)ATA\EVERYONE\ALLISON\98LET\CALBREAT
o
LOT 9
A-.PORT|ON OF AN
OF THE SW /,/4 OI
TOWN OF VA/1,
/
fu,o,
s(tn., /"ryo/ktn. /
^i'orv / Lorto POINT OF -'eEG:lNaiNc /
'-tlPE?
"?"//r"^
/,i
ro
tv 80
LOT 5
I9,797,4 squor€
0,15^,'-=:'
@
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Tbq lqr
Art Mcars has also completed an analysis of the snow avalanchc
dynamics and the existing avalanchc berm capaciry adjacent to thii
parcel. His conclusions are as follows:
"1.
2.
3.
4.
The llow heieb! of thc dcsign avalanche is lcss than the ex sting
bcrm height.
Ttrc maxi--mum dcposit heieht of thc dcsign avalanchc is lcl s than
thc bcrm height.
Latcral sprcading of the avalanchc bclow tlr : bcmrs (in thc
tcn"is counO is accuratcly shown on rhc original drawings'
The cxisting berm, thercforc, does not rcquirc modifications or
cnlargcments o mitigate thc design avalanchc."
onl
on
to the face of
mluS and-6 pnSl1o-thg issuanca of
F. Site plan, building deign and location and open space provisions desigred
to produce a functionaidevelopment rcponsive and sensitive to n atural
features, vegetation and overalt aesthetic quality of the communit '.
Tre staff hrs rcviewed this proposed dcvelopment with regard to the purpos : section
of the Sper ial Development-Diitrict chaptcr of the Town of Vail zoning cod: (Section
18.40.0i0), which reads as follows:
,,The purposc of the special dcvelopmcnt district is to encourage flexrbility and
creativity in the developmen! of land in ordcr to Promotc its most ap.rropriate
use; to improve the dcsign character and qualiry of ncw dcvclopment within the
town; to facilitate the adequate and economical provision of streets and
gtilitiac. tO lt:Sea.,o rhe natlra! qnd scenic feanyes Of Open SpaCe afeaS; and tO
further the overall goals of the community as stated in the Vail Comprchensive
Plan. An appror'.d j_ -'--"rent olan for a soecial development district, in
coniunction with a property's undcrlying zone district, shall establish the
requiremenr,> ,or gr:iAing dcvclopment e--,.1 ;::" of prcp::! includcd in the
special develoPmcnt dtstrict."
We believe *re applicant has produced a very well-dcsigncd prcliminary subdivision
plan, utilizing thi hexibility of te SpO Process. Again, wc bclieve the applicant has
'b""n urry reiponsive 16 protccting the Gore Creek l0Gycar flotxipiain a:j :L- -,'ou,.l
-^r,,r. we:r1:i^- ^. rhe. qite For example, the applicant has rcduccd the dcnsity on
... -: !rw vv6wrgEv.,
I.ots l0 -a tt to single family onty owcllings. By pmposing srngic i*..-, j. 'll:.,5,,
rhe applicant is able to providc access to thcsc lots via a lS-foot private drivcway
!
3.
il lrtrrno Yo {oo qflqlq(
An Mean has also complcted an analysis of the snow avalanche
d;;il;J thc cxisting avalanche bcrm capacity adjaccnt to this
parccl. His conclusions art as follows:
2.
3.
"1.
4.
Thc llSw hciCh! of rhe dcsign avalanche is lcss than thc cxisting
bcrm hcight.
ft " toiturn dcoosit hcieht of thc dcsign avalanchc is lcss than
thc bcrm height'
t t"ot spt""dint of thc avalanchc bclow thc bcrms (in the
F*"is.""nttf*curatcly shown on thc oiginal drawings'
Thc existing-bcrm, therefore, docs not rcquirc modifrcations or
cnlargcmcnis to midgarc thc dcsign avalanche"'
mitigation which would bc
to the face of
m
any permits for the lots.
is fc thc &
bc added
for
F. Site ptan, building design and tocation and open space provisions desigred
to p.oau.a a func-tional-devetopment responsive andsensitive to netural
featureg yegetstion and overali eesthetic quality of the community.
The staff has rcviewed this proposcd dcvelopment with regard to thc aurpose sectiol
of O" Sp..irf O.u"topn..ent-Oiitti., chapter of rhe Town of Vail zoning codc (Scction
18.40.010), which reads as follows:
,,Thepurposcofthcspccialdcvelopmcntdistrictistocncouragcflcxibilityand
creatiuity in tr,e Jeuerirp*.n, .,,r t"nd inorder to promote-its most appmpriate-
use; tD improvc ,r," arr'ign characrcr and qualiry of 1ey dcvclopmcnt within the
town; to facilitate the adiquate and economical provision of strccts end
ptiliticc. ro:r=s:n,F the naiural 3.n6 ccenir featurcs of opcn space arcasi and to
furthcr gre ovcrJl goals of the community as steted in thc Vail Comprehensive
plan. An "pproor.t-:,
_r-..ment olan fora sDcciet developmcnt district, in
coniunctionwit}rapropcrty'sundcrlyingzonedrstrict,shal]cstablishthe
rcquiremenrs ror guidng dcvcloprnent a;"l us:" of F oFl1'- includcd in the
special develoPment disrict."
Webelievetheapplicanthasproduccdavcrywcll.dcsigncdpretiminarysubdivision
pi*,
"Uiftfttg
m hcxiUitity of rft" S,OO-fto";ss' Again' wc-bclievc.thc applicant has
Gi urry rciponsivc o protccting the Gorc Crcck lg6ycar flootipial aii :''- -aror"'!
,r,* nrsrr::: ^. ,iJ.it" Fi examplc, thc applicant has rcduccdrht d"Tt1,:n
Lots l0,o1 tt to single family onty Owellings. By p'roPoltlg s'n$le r*---, - --"r5"1
tfre appticanr is able to providc a..iss to ttrcsc lots via a l5'foot privatc drivcway
'q
Darc: ll /f/qg
Lcgaidcscription r-o, 4ffi _ ^ .4r5
Allorvcd
ZON'E CHECK
Phonc
Phonc [tloh
hoposcd usc
Buildable arca
Addrcss 4
O$ncr
.A,rchitcct
Sitc Covcragc
IJdoh t
Sctbacks
Proposcd Total Rcmaining
Total GRFA
Primary GRFA _+ (425) (675*) =_
Sccondary GRFA + (.125) (625*) =_
+ 675 = 425 crcdir plus 250 addition
Docs this rcqucst involvc a 250 Add.ition?
Horv much of thc allorvcd 250 Addition is uscd with this rcqucst?_-___.14_
=__U@__* '1111 = Ll+1t q
=-
llrloo r-(30x33y
Front
Sidcs
Rcar
ral Minimum 4b lo
J i o'
4
4til = 4tnl
nn
Bbq
4
20'/61
11.( \ 17 .
F
Landscaping
Rcaining Wall Hciglrs
Parking
Garagc Crcdit
Drivcrvay
Complics with TOV Lighting Ordinancc
Arc finishcd _eradcs lcss thar
Environm cntaL4lazards
Slopc
-%
Sctback (30)
orv Avalanchc
)
gV
W 00)e00)
No
Ycs_!l_ No
l) Pcrccnt Slopc (
2) Floodplain
3)W
4)
il
Is thc propcrly non-conforming?
c)UCDNS TI
,*rur,
lvcmcKlrsr
tr SURVEY
"/ Scalc
,/ Bcnchmark
l7
+ Lcgaidcscriprion
'! totsizc
,./ Buildablc Area
,./ Eascmcnts
t/l opography
Building Height
,',/ Encroachmcnts
"/ Sctback
Site Covcrage
100 yr. flood plain
Watcr Course Sctback
Environmcntal Hazards
Trees
Utility locationsl-
Spot clcvations
Scalc
EavcVdvcrhangs (4)
I
Declistsalconi* ..r
tr FLOORPLANS
''/ Scalc
,/V GRFA
l\d. 250 additionat GRFA
,/t/ CrarvllAttic Spacc
f\A EHU
Q BLILDL\GELEVATIoNS
''/ scalc
./ colorwatedals
l/ Roofpitch
tr LANDSCAPEPLAN
.,- Existing rccs
v- Drn^^.^,r +-
t'/ Lcgcnd
MISCELLANEOUS
r$-
t
.\-
Titlc rcport (A & B)
It-ti lity.verifi caii on form
Photos ofsitc
Buil ding material samplcs
C.O. Vcrification
Sun\Shadc Anglcs
t
Utiiiti es (un dergoun d)
*rv Corridon
tr SITEPLAN
,,/
\
t
t
,./ G[r.g..o*..tion a
Sitc Gradc\Stope
Rctaining lValls
Fcnccs
Parking/Garagc
Turning Radius
Drivcrvay (access and gradc)
Snow Storagc
Fire Access
t 'a
,t'
t
t
,/
,/
t:
Varianccs
..
i
Plat resrricrionsJ
t i,."4.t"t.
I
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