HomeMy WebLinkAboutVAIL VILLAGE FILING 13 BLOCK 1 LOT 1 BOOTH CREEK TOWNHOUSES COMMON ELEMENTS PART 1 LEGALiio
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NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT PCTMit #: BO54O21
Job Address.: 2875 MANNS RANCH RD VAIL Starus.....: ISSUEDLocation......: 2875 MANNS RANCH ROAD Applied...: O3104/ZWi
Parcel No....: 210103402001 Issued ...: M|IZ|ZC/JII
Project No...: '?R-SO,(- O3l \f Expires...: lOlWl2C{Jis
owNER BOOTH CREEK TOWNHOMES ASSOCI03/04/2005 phone:
28?5 MANNS RJA}ICH ROAD
VAIL
co 81657
ticense:
coNrRAcToR CRESTONE BuIrrDrttc COMpAlry 03/04/2oo5 phone t 970-479-O5L9
P.O. Box 3389
VAIIJ CO
8165e
L,icense:. 42O-B
APPr-,rCAIfr CRESTONE BUILDTNG COMPANY 03/04/2005 phone : 97O-479-051-9
P.O. Box 3389
VAII. CO
81658
License:42O-B
Desciption:
EXTERIOR RENOVATION-SIDING, STUCCO, CIIIMNEY CAPS AND DECKS
Occupancy: Rl Multi-Family
Type Construction: 58
Type Occupancy: ??
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Valuation: $842.000.00
Fireplace Information: Restricted: Y:tri*x*ii***:t++**:t**+'i**t:*:tr.**!t******t*+*,t('****:B++:t **rti.*t ****,t **,l|i****** FEE stMMARy
**it{.t*+t*i.t******:t:t+:t*:f,*,t****a,}:ta'}'t '+****t+tt{.t,}*****:t:f:FFtt:ttBuilding---> 94, 858 . 25 Restuarant Plal Review-->
Plan Check- > 53 , 157. 86 DRB Fee------------->
Investigation- > 50.00 Recreation Fee-------- >
Will Call----- >
t/ttVltaTeAE
O I furn;razP tobnnDrn'k>
DEPARTMENT OF COMMUNITY DEVELOPMENT--6;;* €t'n"It
Add Sq Ft: 0
# of Gas Appliances: 0 # ofGas Lngs: 0 #of Wood Pellet 0
$o - 00 Toial calculated Fees- > s8, 0x9 . 11
go. oo Additional Fees------ >$0.00
$0 . 00 Total Permit Fee-'----- > Sg , 0x9 - 11
$0. 00 Payments----------- > $8, 019 - lx
s0. oo
53.00 Cl€an-upDeposit------>
TOTAL FEES------------ > $8, 01e . lx BALANCE DUE------->
Approvals:
Item: 05100 BUIIJDITiIG DEPARTMEIflI
o4l04l2005 JRM Action: AP WTNDOWS ARE
REQUIRED TO MEET EMERGENCY EGRESS REQUIREMENTS As WELI-, AS
NATT]RAIJ LIGHTT}IG.
STRUCTITRAIT TETTER STAIIIPED TO BE SITBMITTED TO BI-,DG DEPT
STAFF ON SIIED ROOF DESIGN
ftEM: O54OO PI.JANNING DEPARTMEIM
O3/28/20os ee Action: AP
Item: 05600 FIRE DEPARIT{m!'r
Item: 05500 PIIBIJIC WORKS
03/t8/20o5 Is Action: AP Staging and
parking plan has o."oQnroved by pw.
Contraetor has stated that all work is to unitsIIo ROW work.
o
onIy.
Parking plan has been su.bmitted arld approved with theVail PD, Steve wright,.
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby aclnowledge ttrat I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design
review approved, Uniform Building Code and other ordinances of the Town ap'plicable thereto,
REQTJESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOI]RS IN ADVANCE BY TELEPHONE AT 49 OR AT OUR FROM 8:00 AM - 4
PM.
SIGNATURE FOR HIMSELF AND OWNEF
o
PAGE 2*:t*:t*******!r*********:**:f :t*********{.*{.*****,1.************,r*******!F*:F***:$'}******************;&*********:*****
CONDITIONS OF APPROVAL
Permit #: 805-0021 as of 04-12-2005 Status: ISSUED
*:|'*{.,|.**.*:t:|.***************'F+:&*'!*******'F*'r*****'8t**,|.*'|.***'t.'|t,}i.'.,t.******!F****!N.!F:F'.***.:k*:***!*{.:*********
Permit Type: ADD/ALT MF BUILD PERMIT Applied: O3t}4t}Cf,is
Applicant: CRESTONE BUILDING COMPANY Issued: Mfi2l2Ws970479-0519 To Expire: lDtCf.lz0fls
Job Address: 2875 MANNS RANCH RD VAIL
Location: 2875 MANNS RANCH ROAD
Parcel No: 21010340200l
Description:
EXTERIOR RENOVATION-SIDING. STUCCO. CHIMNEY CAPS AND DECKS
Conditions:
Cond: 12
(BLDG.): FIELD INSPBCTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO
BE SEALED WITH AN APPROVBD FIRE MATERIAL.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.310.9.1 OF THE 1997I.]BC.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
I
******++****:l**'|+*+************+*************+*********************++*******+*********++*,***
TOWNOFVAIL, COLORADO Statement******+:******,!****************i***********++****r.:r************+*t********t*****,|**+*!t*******
o4/12/zlosto:14 AMInLt.: DDGNotation: Bootsh Creek
Stat.ement Number: R0500003d8 Anount: $8,019.11
Pa).ment Method: Check
To$rnhouse Assoc. 10 63
1)4Ie: ADD/AIT MF BUIIJD PERMTT
RD VAII,
ROAD
Tot,al Fees: $8,019.11Total AI'IJ Pmts: 98, 019.11
Balance: 50.00*++i"t*+'t*****+******'l***+***'******+***********************i!***{.*{t*d.**{.***+******************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
Permit No:
Parcel No:
Site Address ;
Location:
This Payment :
BP 001000031.11100
PF 00100003112300
t{c 00100003112800
B0s-0021
2101 034 02 0 01
2875 MANNS RANCH
2875 MANNS RANCH
$8, 019.1L
BUIIJDING PERMIT FEES
PLAN CHECK FEES
WILIJ CAJ.'L INSPECTION FEE
4,858.25
3,157.86
5 . UU
oorl
APPLICA
TOD{VOF
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR INFORMATION
UATIONS FOR BUILDING PERMIT bor & Materials
****r****i********.*******************FoR oFFlcE usE oN LY***********************d*+***********
ffH:n/{iiil
icafiptc.! -,
TOV-Cef*?.D
Caqt1.t)n* $rrlrtl;nu, f ti-pq"
.it'l?fTr[.iiil,';
];? Jiil
address:
BU|LD|NG:$ Etll-, 00rJ.
PLUMBING: $MECHANICAL:$rorAL:$ ts11.000. 0o
For Parcel # Contact Eagle County Assessors Office at 970-328-8640 or visit www.ffi'l- Lro ia j+Aiooz- z l0l0 j.fozo35
JobName: !oot\ ttsr F Tor., f,o.r^..pr Job Address: )175 tnur"rr_ KQ.'tt Kd
Vt..l, ta bt65'l
Legal Description Lot:Block:Filing:Subdivision:
Owners Name: Q [L [rjc,C,ol ,on Address: )fuJ5 Mq',"rr f*qrrr" f,oo( \76. t Phone:
ArchitecVDesigner: Ir D p1il.,.irr-{.r Address: po $qx i*Q) , V i..r Phone:
Engineer:Address:Phone:
Detailed description of work: L.j(t'o- f Qrovelrr),r - j'd,ng r [{u(tu, Qhi'r.y\ly topr, (qris.
WorkClass: New( ) Addition( ) Remodel ({ Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior (/) Both ( )Does an EHU exist at this location: Yes ( ) No (/ )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family (,/) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: I5 ,No. of Accommodation Units in this building:
Noffype of Fireplaces Existing: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (
No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler System Exist: Yes ( ) No (,/)
F:\UsersuSuther\newBLDGPERM.DOC 07t28t2004
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Questions? Call the Building Team at 479-2L28
h\
Project Name: P,0otl. f req t' Ttw"ho*4.
ProjectAddress: Ib15 M0ru Aqrth Roqil
/ This Checklist must be comoleted beforc a Building Permit aoplication is
acceoted,
d rut pages of application is comptete
n Has DRB approval obtained (if required) Provide a eep@pprdVifl'f0rnr
n €ondominiunr-Assoeiation'letter"of-apprwal attached if project is a Mulu-Family complextr Ptaft€+re€kfee required at submittal for projects valued over $25000.00 (See attached Construction
Fee Schedule for calculations)
Er Complete site plan submitted
o/ pubtic Way Permit application included if applicable (refer to Public Works checklist)
d Staging plan included (refer to Public WorK checklist) I{o dumoster,oarkinq or material storase
allowed on roadwavs and shoulders without written aoproval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for SFR and Duplex, 5 sets
of plans for Multi-Family and Commercial Buildings)
o Window and door schedule
a Full sEuctural plans, including design criteria (i.e.loads)
a Stnuderal-Engineer stamp and signature on structural plans (All Commercial and Multi Family)
a Soils Report must be submitted prior to footing inspection
D Fire resistive.assemblies specified,and penetrations indicated
u Smoke detectors shown on plans
o Types and guantity of fireplaces shown
I have read and underctand the
Applicantt Signature:
o
d
D
Date of submittat: 3 / + 1q 5
Received By:
t .l
.arrlt
lof
Depaft ment of Community Development
F:\Users\JSUTheTINEWBLDGPERM. DOC
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07 n8t2004
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BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Depaftment Approval, Engineer's (Public Works)
review and approval, a Planning 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 take five
(5) weeks to review and approve.
Every attempt will be made by this department to expedite this permit as soon as
possible.
I, the undersigned, understand the plan check procedure and time frame. I also
understand that if the permit is not picked up by the expiration date, that I must still pay
the plan check fee and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Project Name:
Date:Jrrt/05
i qo,ir Ho[fr^o.
F:\UsersuSuthe newBLDGPERM.DOC 07 t28t2004
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WHEN A *PUBLT WAY PERMIT' I5 REQUIRED
PTEASE READ AND CHECK OFF EACH OF THE FOTLOWING QUESTpNS REGARDTNG THE NEED FOR A
YUBLrc WAY PERMII":
o Is this a new residence?YES- NO
tr Does demolition work being performed require fie use of the Right-of-Way, easemenE or
public property?YES_ NO_
o Is any utility work needed? YES
Are there any improvemenb being done to the driveway ? YES NO
Is a different access needed b the site other than the existing driveway? YES_ NO
Is any drainage work being done that affecb he Right-of-Way, easemenB, or public property?
YES- NO-
Is a 'Revocable Right-of-Way Permifl'required? YES NO
Is the Right-of-Way, easemenE or public property to be used br sbging, parking or funcing?YES NO
If ansvver is NO, is a parking, staging or fencing plan required by Public WorK?YES NO
If you answered YES b any of these questjons, a Yublic Way Permif' must be obtained.
Yublic Way Permit"applications may be obhined atthe Public Work's office oratCommunity
Development (a sample is atbched). If you have any questions please call Leonard Sandowl in Public
Wol*s at479-2198.
.\$1 fOyired" 7r' 1lr* phorrs gthvqrye*r6*.'w/ tern6"d fqrdwcl
Contracbr S
Job or Project Name:L. [.rlr K
Date Signed:3/\/c)
F:\UsersUSuther\newBLDGPERM.DOC
twhhor*o'r
Company Name
07ngnou
I ll
I0I4'NM
APPLICATION
DD T JI.
DII/ JJ.
FORTOWN OF VAIL parcel#:
PUBLIC WAY PERMIT 20_ Bldg. Permit #: E __ - _ __ _
Job Name Street Address
(lf uuknown call2. 179-21391
Excavating Conhactor Name Mail Address TOV Contraclor License Number - REQUIREI)
State Phone #
3.
Start Date Completion Date (permit Expiration Date)
4. Work is for (circle one) Water Sewer Gas Electric Telephone CATV Lanrlscaping Temp. Site Acccss
Other
5. Trench-width Length Depth
(min. 4')
Bond Amount $
Total sF $
Permit Fee $
6, ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBS]TE BEFORE THE JOB IS STARTED.
?. Rubber out-riggers are required on excavating equipment when working on asphalt. Asphalt surfaces undemeath the bucket and lugs shall
be protected at all times.
E. A signature below indicates a review ofthe area and utility locations and approval. Once all utility company signatures are obtained,
permitte€ has option of routing application through the Public Works office to obtain th€ necessary Town of Vail signatures.
Please allow up to one week to process.
Xcel Energy / Public Service Company ( I -800-922-1987)
Xcel Energy High Pressure ( I -800-922-1987)
Quest (1-800-922-1987)
City zip
TOTAI LF
Total Permit Fee $
comcast cabf e (I-800-922-1987')
Eagfe River Water & Sanitation District (970-476-7480, ext. I l4)
Holy Cross Electric Company (1-800-922- 1987)
Town of Vail Electricians (970-479-2158)
Town of Vail Irrigation (970-479-2158)
THERE WILL BE NO TOTAI STREET CLOSURES! A construction tratTic control plar must be submitted and approved tr-r- the Pub)ic Works I)eparlnenl
prior to issuance of the permit.
9. All excavation must be done by hand within 18" ofutilities - (Senate Bill 172).
10. I'errnittee nrust contact the Public Works Deoart[rent al 476-2198 24 hoursntiort0 cornmencin!: ol'rvork. Failure toNotiry the Town will result in
forfeiture ofbond money. Scheduled inspections that are not ready may result in the Town charging the contractor a reinspection fee.
I l. l certiry that I have read all chapten of Title I - Public Ways and Property,pf the Vail Municipal Code and all utility Company agreements, signed
by me, and will abide by the same, and that all utilities have been notified as required.
C-'(nrtractor's Signalure of Agreernent Print name clearly l)ate ol'signalure
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN White - Public Works
Show street with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Yellow - Conrractor
F:\UsersuSutherv|ewBLDGPERM. DOC 07t28t2004
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PUBLT WORKSANDTHE PUBLT WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the atbched check list with the Building Permit Application.
If yes was answercd b any of the questions then a Public Way" permit is required. You
can pick up an applicaUon at either Community Development locabd at 75 South Frcnbge
Road or Public Works, locaEd at 1309 Elkhorn Drive,
utilities prior b signing applhation. Some utility companies requirc up b 48 hours notice b
schedule a locab.
A esnsbuction-taffic'eonbol7bbging.plan must be prepared on a separaE sheet of paper.
An apprcved sib plan may also be used, This plan will show locations of all traffic contol
devices (signs, cones, eb.) and he work zone, (area of construction, sbging, eb.). Thb
plan will expire on November 1st and will need b be resubmitbd for consideration for
approval trrough the winbr. Be aware hat your resubmission for winbr may be denied
depending on the locatjon of consFuction.
Sketrh of work being performed must be submitEd indicating dimensions (length, width
and depth of work). This may be drawn on the Uaffic confrol plan or a siE plan for the job.
Submit compleEd applicatJon b the Public Work's office for review. If required, locabs will
be scheduled for the Town of Vail electricians and irrigation crew. The locabs bke place in
the moming, but may require up b 48 hourc b perform.
The Publ'rc Work's Construction Inspecbr will review the application and approve or deny
the permit. You will be conbcbd as b dre sbUs and any requiremenE hat may be
needed. Most permib arc released within 48 hourc of being rcceived, but please allow up
b one (1) week b process.
As soon as tre permit is approved, the Building Departnent will be notified, allowing the
"Building Permit" b be released. Please do not confuse tre Yublic Way Permit" with a
"Building Permit".
NOTE: The above process is for uork in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is rcquircd
each year if rrork is ndt complete. Re-application each l{ovember 15th does not
mean an aubmatc reneural.
Ji $/05
the above.
Date Signed
07 t28t2004
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DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
The Town of Vail Building Deparbnent has developed the following procedures to ensure that new
construction sites have adequately established proper drainage from building sites along and
adjacent to Town of Vail roads or streets.
The 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 culverts at
access points from the road or street onto the construction site. Such approval must be obtained
prior to any requests for inspection by the Town of Vail Building Department for footings,
temporary electrical or any other inspection. Please call Leonard Sandoval at479-2L98 to request
an inspection from the Public Works Department. Allow a minimum of 24 hour notice.
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 Occuoancy issuance.
Agreed to by:
Project Name:
Date Signed:
{
otl Hoff-
3/ +/o5
F:\UsersuSuthednewBLDGPERM.DOC 07ngnoo4
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Please read and check off each of the itenr below.
(Copies of compleb text are available upon request)
CODE 5-2-IO: DEPOSFS ON PUBLT WAYS PROHBITED
Unlawful deposib: Subject b subsection C tereof, it is unlawful for any pe6on to litter, track or
deposi! or catlse to be littered, tmcked or depcited, sand, gravel, rocK, mud, dit! snow' ice, or any
other debris or mabrial upon any sfeeq sidewalk, alley or public place, or any portion thereof.
Notice; Ababment: The Director of Public Works may notiff and require any person who violates or
causes another b violae the provision of subsection A hereof, or who has in tre Direcb/s employment
a person who violaEs or causes another to violate the same, bp remove such sand, gravel'-rock' mud,
di4 snow, ice or any oher debris or mabrial within twenty four (24) hours after receipt of said notice
Uy ile Oiiecmr of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, he Direcbr of Public Works, or ourer authorized agent, may
cause any such sand, gravel, rock, mud, dirt, snow, ice, debris or any other material to be removed
from any steet or alley at the expense of the notified.
Summons and Penalty: As an alEmative b the notice for removal provided in subsection B above,
any pe6on who violates or causes another to violaE the same, may be issued a summons to appear
Oeioie tre Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 14-1 of this code.
/ ttoti"" and Penatty: It is unlawful for any person to fail or refuse to comply with the notice of the
Direcbr of Public Works as provided in subsection B hereof, and any such peson shall, in additon to
payment of the expense of removal incuned by the Direcbr of Public Works, as provided-in subsection B
heieof, upon bein! founO guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-34-1AND 7-3A-3: PARKING OBSTRUCTIITG TRAFFI & IMPOUNDMET{TAUTHORZED
No pe6on shall park any vehicle upon a sfeet or at any other place within-his Municipality in such a
manner or undei such conditions as b inErfure with the free movement of vehicular t"ffic or proper
sFeet or highway maintenance. (Ord. 2(1968) I 1)
Whenever any police officer finds a vehicle attended or unat€nded, standing upon any.portion-of a
street o1pon iny place within tris Municipality in such a manner as to constitute a violation of any
section of tlris Artiile, or left unatEnded for i period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Stahrtes secUon 42-4-1102, as
imended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
stomge in he nearcst garage or oher place of safety designabd or maintained by tris Municipality,.and
the c-harges for bwing and storage of such vehicle shall be charged b the owner of Ure vehicle in
addition 6 a en dottai($lg) impoundmentcharge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1)
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I have read and will comply with the above code provisions:
Position or Relationship to Project:
Jtort
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Febwarry 23,2005
Mr. Chadie Davis
Chief Building Official
Tovm of Vail
75 S Frontage Road
Vaq CO 81657
Re: Booth Creek Townhomes
r0Tindow Replacement
Dear Chadie.
My client, the Booth Cteek Townhome Ownen Association,to replece the cunent wood
windours in their Townhon,es with new aluminum-clad wi of the same dimensions and style
(casement). The eristing winilows at the grade level curently meet tle qgtess tequirement
of 5 sqft of deat opening howevqr the clear opening 77 W'. Tbey are proposing new
"g.:'4
Andersen aluminum-clad casemeni\indows of the same/sae as the existi.g, again with at,[east 5
sqft of clear opening but the dear ope\$g width of thy'new windows is 18 5/8", t ffi'*\U.t
than the existing, but still less than the z\imfequtremeot.
ill\ V*
Per the 2003 Intemational Residential Coae-Se\oy' AJ40l Renovations-Al+01.2,\inor rtductions
in clear openings due to window or doot teplacef,qt would !: S"yd^*pr$:ss oTother code
tequitements. As you cao see, we are i width; therefote, it is our position that
the oew windows would be allowed.
Using the 2003 Intemational Exisri.g this window replacement profect
would be dassified as a Level 1 Altestioo ion 303.1). P\Section 501.2, tle proposed windows
would be allowed since we are not maki but rather. better.
Atached is additional information ftom
Thank you for yout considemtion.
Sincerely,
selected qrindow manufactutet fot vour use.
^)J, W
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Thomas R Du Bois AIA
cc Jon l7elker-Booth Creek Towohomes
Scott Hoffrnan-Ctestone Building Company
PO Box 1492
YaiI, CO 81658
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I Ardersen I
iI.lrlrI It-.alL.-_J Quote #: 000851
Westrnin ster, CO. 80020
Phone 303-588-1496 Fax 303-410-0286
Andersen Windows - Abbreviated Quote Report
Project Name: Booth Creek Tovrnhomes 2.18.05
hint Date: 02118120A5 Quote Date: 10/1212004 Version:
Customer:
Billing
Ad&ess:
Phone:
Contact:
2of 3
Dealer: Andersen Windows
5930 W. 108th Ave.
Vail, CO 81657
9704764334
Turilli
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Item Qty Itrn S&e (Operation)Location Unit Price Ext. Price00et ?rt !24e2 GS-SR) Lowcr bcdroomg
li(}size=t' 05/tI Wr4' 53/18" H UnltSlz:=8' 0 llt' W x41 4 13116" H
95r.19 $ 24730.94
Composite Unit, Terratone/Clear Pine, High Perforrrance Glass,No Grille(s), Breather Tubes, 4 9i 16" Clear Pine Complete Unit Extension Jambs,
Mulling Location: Factory (Direct), Mull Type: Narrow Mull, Mull Priority: Vertical
Insect Screen. Stone
Hardware Pack, PSC, Andersen Classic Sedes - Stone
Perimeter Extension Jambs, Clear Pine, 4 9/16", Factory (Direct) Applied, Complete Unit
0005 ro cr45 G)Hall (operating)262.4 $2624.20
RO Size=2'05l8" W r 4'53/t" H Unlt Slze-2'01/8" Wr 4t 413/l6tt H
Unit, Terratone/Clear Pine, L Handing, High Performance Glass with Tubes (lncludes 4 9/16" Factory Applied Clear Pine Extension Jambs)
Insect Screen, Stone
Hardware Pack, PSC, Andersen Classic Series - Stone
000E 9 c13(L)Kitchen $ 214.75 $ 1932.75
ROSize=2'05/8"W x3'01/2" H UnitSizp=2'01l8" Wx2'll 15/16" H
Unit, Teratone/Clear Pine, L Handing, High Performance Glass with Tubes (Includes 4 9/16" Factory Applied Clear Pine Extension Jambs)
tnsect ScreerL Ston€
Hardware Pack, PSC, Andersen Classic Series - Stone
| 2' 2ll4" r4' 9" x6' 2ll2" xP 8.000(F)Unit A3: Turilli
RO Size = 2'2314" W x 6'31/E" H Unit Size=2'2114" W x6'2112" H
Unit, Trapezoid Type 1, Terratone/Clear Pine, High Performance Glass with Tubes, (Includes 4 9/16" Clear Pine Extension Jambs)
COMMENT: Jamb extensions on this unit to be jobsite applied by othen
5{9.70 S 549.70
0010 | 2' 2 ll4" t 4' 9" x 6' 2 lD" xP E.000 (tr')Unit Bil : Davls $ 549.70 S 549.70
RO Size = 2'2314" W x 6'31/8" H Unit Size=2'2114* W r6'2ll2t'lJ
Unit, Trapezoid Type l, Tenatone/Clear Pine, High Performance Glass with Tubes, (Includes 4 9i 16" Clear Pine Extension Jambs)
COMMENT: Jamb extpnsions on this unit to be jobsite applied by others
Fpr OB 05 O8l 1.la rrO johiscct,s s?o-fl6-oo??
D*JR',
Pet yout tequest, please trote the new eatlsnce canopies for the Boothc.teeh Towrthoses, as
indicaed by detnils No. 1 and 2 on sbect A,602 datcd Febnrary f l 2005, have beco desigoed to
suppoff rn 80 lb/sqft snor load.
If you have eay qucstioas orwould like additiooalinfotmgtior4 please do not hesitste to call ae.
Sincaely,
oFdiiryEdiipy
p.1
Apdl6,2005
l'fr.JRMoodmgon
Town of Vail Senior Building Inspector
75 S Frcouge Road
VaLCO 81657
Re: Boothcreek Tocmhomes
ffi"rchitects
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tcl: 971L4797387
h.v:970-476-M77
Itonras R Du Bois AIA
PO Bax 1492
VaiI, CO 81658
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PO Box 1492
YaLCO 81658
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teL 970-479-7387
fer: 970-476-(M77
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Booth Creek To om
Exterior Renovations
2875 Manns Ranch Road
Vail, Colorado
December 3, ?.004
Town of Vail
OFFICH &OPY
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Booth CteekTovmhomes
2875 Manas Rench Road
Vail, Colorado
Extetior Renovations
Booth Creek Townhouse Association
PO Box 594O
Avoo"CO 81620
December 5,2W
?li:Darchitects
POBox 1492
Vail, CO 81658
teL970479-7387
farr:97U476-0O77
Thomas RDuBois,AIA
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tel: 9M79-7387
fax:97(H7G0077
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05500 Metal Fabdeauoas
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Q79.20.-....-.Jp-ist.$.eahsl-s-......--. ----.--------.--.-...1-.rhrp--5
DMSION 8 - DOORS aod WINIX)VS
08554.....-...W..sad.wlsdpv-e-.-.... ......-......-....1.-thtt'..5
DIVISION 9 - FINISHES
09.24---.-.---P-p.da.o-d.esp.cst-.P.-las-ter- ..-...-...1--ths'-5g-9-9.3-!.-..--..--Exte.-ri.sr.W.e.o.d.-S-gis,t., ..-.-...--.-.1--ths]..4
DIVISION 10 - SPECIALTTIES-NoI Used
DIVISION 11 - EOTIIPMENT-NoI Used
DTVISION 14 - CONVEYING SYSTEM$NoI Used
" DIVISION15-MECIIAMCAI--NoIUced
DIVTSION 16 - ELECTRICI\I-.NoI Used
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TtD*chitecrr
Vaif Coloredo
970-479-7387
C.
Booth CreekTowahones
Extetiot Reoovations
VaL Colo,rado
SECTION fiX}20. INVTTATION TO BID
PROJECT:
G€nerel Consuuction Wotk-Booth Cteek Townhomes Exteriot Reoovatioo
We have been authodzed by the Owner to invite you to submit a proposal to fumish all
labo4 matedds, transpotation, seflrices and equiprneot ne'cessary atd/ ot teasonably
rcquiied to pedotm all olrcrations oec€ssart fot Geoeral Construction Vodq gefletrly
induding but not limited to, geneml coosttuctiodl wotk rcquircd fot above proiect in
accordance with contnct docum€ob.
CONTRACTDOCUMENTS
Copies of contract docrrmens: Three (3) sets of drawiogs and o,ne (1) set of specificatioos
are enclosed for the use of the bidder. Unsuccessfulinvited biddem are tequested to retrrtn
sets ia good condition no more than 16s (10) working days follorring bid opening- No
partial sets will be issued. No ses will be issued to sub-'bidders by Architcct
A&itiooal copies of dtawings and specifications are available at cost of rePtoduction aod
mqiling ftom: Rodry Mormtaia Reprographics-Vail
1. Make alt inquiries to the Architecu Do not coatact the Ownet. Biddets tequfuing
additiond conttact docuonenb mey specify meiling instnraion"s (LIPS, Fedetet
Express, etc).
Bid Docuoents are the propedy of the Ownet The Owner will oot issue documenB to
'?lan Rooms' and the Ownet does not authodze anv invited biddec to submit bid
documents to a PIan Room.
SEALEDBIDS
Bids willbe received until 4:()0 PM ptevailingtime at bid submittal location onlTednesdan
December 15,2004 sealed ia an opaque eovdope addtssed and identified as follows:
7. Bootl Cteek Towohomes Exteriot Renovations
Vail Coloado
2. Biddets name should be indicated oa the outside of opaque envelope-
Yonr compaoy teptesentative should be available on Thutsday Derember 16,20{J4 ot
Fdday, Decembet l7 , ?fr04 fot interyieqr in the offices of 1f?D architects. The Owner will
advise of specific time and date aftet Bid Op€ning.
NOTICE OF INTENTTO SUBMITA PROPOSAI
Invitation to Bid 00020 - 1
o?iDarchitects
Vail Coloado
970-479-7387
O
"oo*CreekTownhomesExtetior Reoovatio,ns
Vd Colorado
A. Bidding will be fot a limitd numbet of invited cor mctots. Invited biddersr who aftet
examining drinings and qpecifications decide not to bi4 are requested to notiry Architect
aod Ownet no later than fr" (9 working days ptiot to bid due date.
1.5 BIDOPENING
A. Opening of proposals win be at the date and time set fot submission aod till be held
pri""t ly. Detetnination of successful bidder will be in a ptivate sessioo and will be based
on all pertinent data contained in prcposds. Proposds submitted by a contactot as a tesult
of this invitation shall not oblig4te Owner ot Architect in any way-
I.6 RESE.RVATIONS OF RIGHTS
A. Ownet teserves the tight to refect any or dl ptoposals and to waive any fotmdity in
connection witl bid opening.
B. Owner frrtther tesewes tle right to delay aqrard of contract and all subsequent dates up to
90 calendar days aftet receipt ofproposels with no change in base bi4 othet condifions ot
prices stated in ifroposds
I.7 LIST OF BIDDERS - GENERAL CONSTRUCTION ITORK
1. Ctestone Builders
97M-79-0519
Scott Hoffnan
L Heid Construction
9704764343
ceffdHeid
3. Woodstone Homes
97G845-9698
John Clouaue
PART 2 - PRODUCTS-Not Used
PART 3 - E)GCUTION-NoI Used
EI\ID OF SECTIONMO2O
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SECTION OOIOO . INSTRUC1TIONS TO BIDDERS
PART 1 - GENEML
BIDDERS PREQUALIFICA TION
A. To be cmsidere4 bids must be made in accor&nce with these Instuctions to Biddes.
BIDDOCTJMENTS
A- Invited biddets may obtain additional biddbg docrrments ftom Architecr Refet to Section
00020 "Invitation to Bid".
TtD*rhiteas
Vail Colomdo
970479-7387
7.4
A.
Booth CteekTovnhomes
Extedot Renovations
Vail Colondo
E)(AMINATION
Bidden shall carefrrlly exrhirie documents and the construction site-all ten buildings- to
obain first hand knovledge of existing conditioos. Conuactots will not be given extra
paym€nts for conditions that rn teasonably be detmined or infetted by exernini.g site
and docuheots.
Biddets may galr access to exlsting building fot nondestructive vedficatioo of existi.g
conditions at their convenioce. Any tools, laddecs, liglts, poteaioq clean up, etc
tequired due to such inqpectioo is the sole nesponsibility of bidder.
DISCREPANCIES
If dudng tle biddiqg perio4 a bidder observes ettots, discrepancies, ambigrities ot
omissions in, oi requires cladficatiora as to the meaaing of, the dnwingp and specifications,
he shall submit reques for iote4retations or coraections to the Architect i" -.iti"g.
Replies will be issued to invited bidders as eddenda to dtawings and specificrations and vill
become patt of contact-
Request fot clarification shall be ditected to:
Thomas R Du Bois AlA, PO Box 1492,3971 Bighoro Ro.a4 Suite 7BB, Vail, Colotado
81 658, Phone 97 G479-7387, Fax: 97O47 G0077.
Do not contact the Ownec.
Bjddet's communications teceived less than five (5) wotking days ptior to the daybids are
due may not teceive considention, and the Architect will not issue addenda latet t$rn three
(3) wotking days preceding the day bids ate due.
Insuuctions To Biddets 00100 - 1
TtDarchitects
Vail, Colotado
970479-7387
D. Neithet the
instnrctions.
of the Contact Docrmeots.
1.8 MODIFICATIONANDWTIT{DRAITAL
O
""r*CreekTownho,mes
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7.6
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A.
Exterior Renovations
Vai! Colorado
Ownet not the Architect urill be tesponsible fot oral explaoation and
COST SAVINGS SUBSTITUTIONS
Owner encoruages and solicits biddes to propose substitutions for matedals and systems
ptiot to the bid due date which will result in a net cost savings on ploiecr Biddet shall
advise Atchitect of dl othef, areas of work which mav be affected either additive ot
deductive by proposed zubstitution.
For approval to use substitutions, bidders shall submit vritten iequests at l€ast Src (3)
working days befote bid due date. Cleady descnlbe ptoduct for which ap)roval is asked
induding all necessarf data dernonstmting acc€ptability- If product is accepAblg Architect
will approve itin an addeodwm.
BASIS OFBID
Bids must be based on site ewnminetion and contract documenb induding schedules
thercin. Substitutions (othet than those previously approved in an Addendum)
mey be made only in the fotm of an attachment to the propoeal
Biddet is to indude all ptice breakdowns, altemates, advisoty qualrtities, rmit pricing
acknowledgements and othet info""ation called fot his bid for:n
Ptoposals shell be popedy sg".d The signatwes eust be in longhand with name typed
belov and cxecrrted by a ptincipd duly authodzed to execute contrrcts- The biddds lqal
nrrne hust be fu[y stated. Wherc bfuldet is a corpomtion, sign bids with legal na-e of
followed by name of state of inco4roration and legd signature of an ofi&cet
authorized to bind colporation to a contiact Address bid as indicated in Section 0fiI20
" lnvitation to Bid".
Orat telegtaphed, telephoned or telefaxed proposals or modificetions thercof will not be
considercd.
In the event of a mathernatical discrepancy betrreeo .the indicated lump sum base "bid and
the actr:al sum of all bid items, the indicated lump sum shdl ggvem.
ADDENDA
Prcposals shall confo'm with aod include aoy costs {additive or deductive} dating to
addenda issued during the bidding period and the content of all addenda shall become patt
Instructions To Biddes 00100 - 2
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A. Bids may not be modiEed aftet submittal Biddem may withdraw bid at any time beforc bid
operring but may not resubmit them. No bid my be withdnwn ot modiEed aftet bid
opening excE)t Trhef,e award of Contract has beeo delayed beyond Period sPecified iil
Section fi)020 "Invitatio,n to Bid".
r.9 DISQUALTFICATTON
A. Ownet r€serves the dglt to disqualify bids befote or after openiag upon evideoce of
collusioo with intent to deftaud or any other illegalptectices upon pa* of biddet
1.10 TAXES
A. Bidders should be aware of Fedeta! State atd Iocal laws, taxes, fees and remodel tax
applicable to work and include itin bid amouna
7.11 OPENING
A. Ptoposals will be opened as announced in Section 0(X)Z) "Inviation to Bid'|.
I.I2 AVARD
A. Conttact will be awarded oo basis of lowest acceptable and responsibh bid includisg fuI
consideration of all information induded in proposal fotm- It is the inteotion of &e Ownet
that eward of the Contract vill be made by the &te listed in &e Proposal Fomr
TrDatchineas
Vail Colomdo
970479-7387
1.13
A.
PART 2 - PRODUCIS-NotUsed
PART 3 - EXECUTION-NoI Used
END OF SECTIONO(nOO
Instnrctions To Bidders
Booth Creek Townhomes
Extetior Reoovations
Va4 Colorado
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E)(ECUTION OFCONTRACT
Each bidder must be prcpared, if tequested by Ownec, to pres€nt additional evideace of
expedencg aod financial ability to catry out tetms of contract A resume of
the desigaated supednteodeot for the duratio'n of the proiect shall be submitted in a
separate letter when tequested by Owner.
Each biddet shall be prepated" upon writteo no'tice of bid accqltence, to begio work as
detetrrinedby Owoer.
Accepted biddet shall assist and coop€rat€ wi6 Osmer in pepatiog a fomal contmct
4grcemeot and within teir (10) wo*ing days following its pleseatation shell execute sane
and retrm it to Owne* Coatmct shdl [6 executd on Sundard AIA Document A105-
Own€r-Contractor Agre€m€ot for a Smdl Plotect aod A205-Geoeal Cooditions of the
Contact fot Constuction of a Small Prcfecr
00100 - 3
I ?iDarchitects
I y^*;;:l';#
Booth Creek Townhomes
Extedor Renovations
Vail Colorado
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SECTION OllOO - ST'MMARY
PARTl - GENERAL
1.1 SUMMARY
I A. This Section indudes the following
t 1. Vork covered by the Conftact Documents.
I ?' use of oremises-
3. Owner'soccupancyrequirements.
4. Specification formats and conveotions.
I
I.2 ITORKCOVEREDBYCONTM TDOCUMENTS
I A. Ptoiectldeotification: BoothCreekTovnhomes
I 7. Proiect Location: 2875 Mann Ranch Roa4 Vail Cototaao S1OSZ
t B. Osmer BoothCreekTownhouseAssociation,POBox 5940,Avon,CO 81620
I 1. Ownec's Rq>resentative: Mr.Jon D- Welker, Presideqt
- C. Architecl TrDatchitects,POBoxl492"V^tl"Coloiado8165&ThomasRDuBois
r D. Ttre Wotl consists of the folowing:
I 1. The Vork lncludes removing existing wood siding and deck rarls and replace withI nev/ cebent panel siding ,ti"*, bJcooy nihngs; ent ance canopies *d .ni-o"y
l caPs
x. E. Ptoiect will be constructed under a single pdme conttact
I 1.3 USE OFPREMISES
I A. General Coattactor shall [ao" firll use of ptemises for constuction opetations, induding
I use of Project site, duting consftuctioa pedod-
f B. Use of Site: Iimit use of ptemises to work in areas indicated. Do not distu$ portions of
I Profect site beyond areas in which the Wotk is indicated.
I L Ownet Occrpancy: Allov for Owner occupaocy of Project site.I 2 Hffit*Lrffiffi."H.,Hfo'###i#ff;"ffi
at all times. Do not use these ateas fot parking or stonge of materials.
I
I SUMMARY 01100 - 1
TrDarchitects
Vail, Colomdo
970479:7387
1.4
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1.5
Extedot Renovations
Vail Colorado
a- Schedule delivedes to minimize use of drivew"ays atrd €trtrances.
b. Sc&edule delivedes to rninimize space and time requfuements for storage of
Eatffials and equipment on-site.
Use of F;sting Building: Maintain existing buildhg in a weathet tight condition
throughout constuction p"riod. Repait demage ceused by colstruction olrerations.
Protect building and its occupants dudng construction p€dod.
O!rNER'S OCCIJPANCY REQUIREMENTS
Full Ou.n€r Occupancy: Owner will occupy site and existing buildirgs dutiog entire
consEuction p€dod, Cooperate with Owner duting construction opef,ations 1q hininizs
conflicts and facilitate Ownet usagp. Perfom the Wo* so as not to intef,fef,e rvith Ovne.t's
day-today lv{einain existing exits, uoless othe.rwise indicated.
l. Maintain access to existing wdkways and othet adiacent occrrpied or used hcilities.
Do not close or obstuct walkways or other occupied or used facilities without
witten petmission ftom Owaer and authorities havingiurisdiaion.
SPECIFICATION FORMATS AND COIVVENTIONS
Specification Fornat The Specifications atd oganized into Divisions and Sections using
the l6division fotmat and CSI/CSC's "MastetFotmat" nuobecing systein.
1. Division 1: Sections in Division 1 govm the execution of the Wotk of dl Sections
in the Specifications. ..
Specification Content The Specifications use certain corrventions for the style of laoguage
and the intended meaning of certain terms, wotds, and phmses when used in perticulrt
situations. These conventions are es follows:
1. Abbreviated Language Iangu€e used in the Specifications and other Contnct
Docrrmeots is abbrcviated. Vords and meanings shall be inte{>teted as apPrcPriete
Vords impted but not stated shall be inferred as the sense requires. Singulat wotds
shall be intecpteted as plural aod phual wotds shdl be inteqpteted as singular wherc
applicable as the context of the Contract Docurnenb indicates.
2. Imperative mood and strcamlined lrnguaf ere generally used in the Specifications.
Requitements expressed in the impetative mood are to be petfotmed by Contractot
Occasionally, the indicative or subirmctive tood may be used in the Sectioo Tgxt fot
cladty to describe tesponsibilities that must be fffined indirectly by Contractor or by
othets when so noted.
a- The wotds rsh,ll,' "shall be," or "shall comply wit\" depending on the
qont€xg are implied where a coloq Q is used within a sentence or Phrase.
O uoo* CreekTownhomes
SUMMARY 01100 - 2
t ?Datchitects
VaiL Colorado
I s7o47s-73wr PART2-PRODUCTS (NotUsed)
I PART3-HGcurroN (Notused)
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ENDOF SBCTIONO11OO
Booth CteekToc/ohones
Extetior Reoovatioos
Vail, Colosdo
SI,'MMARY 01100 - 3
B.
C.
D.
1.1
1.2
1.3
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Vail, Colosdo
970479-7387
Booth Creek Townhomes
Extedot Renovations
Vail, Colorado
SECTION OTiU3O - ALTERI{ATES
PART1 -GENERAL
SUMMARY
A. This Section indudes adminisilative and ptoceduel for alternates.
DEFINMONS
A. Alternate: Al amount proposed by bidders aod stated on the Bid Form for certain work
defined in the Bidding Requitements that may be added to or deducted ftom the Base Bid
amormt if Ownet decides to accept a coresponding chaoge eithet in the anount of
construction to be completed or in the products, Drterials, equipmeng syst€rrq oi
installatioo methods descdbed in the Cootract Docub€nts.
1. Tbe cost or credit fot each altemate is the,oet addition to or deduction ftom the
Contract Sum to dtemate into the Wo*. No othet adjustments are
made to the Contract Sun
PROCEDURES
Coordination: Modify or adjust affected adiaceot wotk as neaessary to completely integate
wotk of the altemate ir. to Prcject
1. Iodude as part of each iltmte; miscellaneous devices, accessory objecs, and
sihilsr items incideotal to or requited for a complete installation whether or not
indicated as part of dtemate.
Notifcation: lmmediately following award of the Contract, notif each patty invo1od in
lmitin& of the status of each dtetnete. Indicate if dtemates have been accqrte4 reiecte4
or deferred for htcr consideetion. Include a complete desctiption of negotiated
nodifications to altetoates.
Execute accepted alternates undet the sarne coaditions as other wo* of the Contmcl
Schedule A Schedule of Altemates is iocluded at the end of this Section. Specification
Sections referenced in schedule sesfain rcquiternents fot materials necessary to achieve the
work desctibed uoder each dtemate.
ALTERNATES 01230 - t
3.1
TtDarchitects
Vail Colotado
970479-7387
PART 2 - PRODUCTS (Not Used)
PART3.E)GCUTION
SCHEDULE OFATTERNATES
Altemate No. 1: Provide new aluminum-clad windows and sliding glass doors at Main
Irvel (Livitrg and Dining Rooms, teat elevation) as indicated on drawings. Ptovide all
intedot patch and tri- wotk as tequircd. Provide a per mit bteakdowo of costs.
Altemate No. 2 Provide all new aluminuo-clad windows to teplace and match opemtioo
of all existi.g windows. Indude all interior patching and tim wotk as requfued. Provide a
pet unit bteakdown of costs.
END OF SECTION 01230
Booth Creek Tovnhomes
Extetiot Renovations
Vail, Colorado
01230 -2
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2ltDatcbitects
Vail Colorado
97r'79J387
Booth Creek Tovnhomes
Extedot Reoovati,ons
VaiL Colotado
SECTION OI25O . CONTRACT MODIFICATION PR(rcEDURES
PARTl.GENERAL
1.1 SI.JMMARY
A. This Sectioo specifies administretive aod procedural tequir€tnetrts for handling aod
processing Contrect modifications.
See Division 1 Section '\Jnit Ptices" fot administntive rcquir€ments fq1 usiog unit pdces.
I,2 MINORCIIANGESINTHEWORK
A. Architect will issue supplemental instnrctions authodzing Minot Changes in the Wot\ not
involving adiustment to the Con@ct Strm or the Contact Tlme, on AIA Document G71O
"Architect's Supplemeoal Instnrctioos."
1.3 PROPOSALREQUESTS
A. Owaer-Initiated Ploposd Requests: Architect will iszue a detailed description of proposed
changes in the Votk that may requite adiustment to the Contract Sum or the Contnct
Time. If necessary, the description vill include sr4rplemental or revised Dawingp and
Specifications.
7. Proposal Requests issued by Atchitect are foqinformation ooly. Do not consider
them instnrctions either to stop wo'rk in ptogreds ot to erecrute the proposed change.
2. Withio tine specified in Propoeal Request after teceipt of Proposal Request, submit
a quotation estimztiog doct adiustmeots to the Coatract Sum and the ContractTime
necessary to execute the chaoge.
a- Include a list of quantities of poducts requircd or elimineted arrd uoit costs,
urith total amount of purchases aod credits to be mde- If requested, fimish
survey data to subsbntiate Erantities.b. Indicarc appli<able taxes, delivery charges, equipmeot rcntal and amounts of
tade discounts.
c. Indude costs of hbor and supewision dircctly attdbutable to the change.
d. Indude ao updated Cootractor's ConsEuction Schedule that indicates the
effect of the chaoge, inctudin& but aot limited to, chaoges in activity duratioo,
start and finish times, and activity relationship. Use available total float bdote
requesting an exteosion of the Contact Time
Contraaot-Initiated Proposals: If latent or wforeseen conditio'ns.equire modificatioos to
the Conttacf Contractor hay plolrose changes by submitting a lequest for a change to
AnchitecL
CONTRACT MODIFICATIOII T'ROCEDURES 01250 - 7
TtDztcbitects
Yail, Colorado
97U479-7387
1.
1.4
A.
PART 2 - PRODUCTS (Not Use$
PART 3 - E)GCfJTION (Not Used)
END OFSECTIONOI2SO
3.
4.
5.
Include a stat€firent oudining neasons fot the.haqgf and the effect of the chenge on
the Wotk Provide a complete description of the proposed change- Indicate the
effect of the proposed change on the Contract Sum and the Contract Time.
Include a list of quantities of products rcqufued or eliminated and unit costs, vith
total aanormt of purchases and cedits to be rnade. If requestd fimish sruvey data
to substantiate quantities.
Indicate applicable taxes, ddivery charges, equipmeot rcatal and amoutrts of ttade
discounts.
Include costs of labor and supetvision dircctly atttibutable to the change"
Include an updated Conftacto/s Constuction Schedule that indicates the effea of
the change" ioduding but not limited to, changes in activity dutation, sart and finish
times, and activiry telationship. Use available total float before reguesfrg *
extension of the Contract Time.
Co-ply with requfuements in Division 1 Section "Product Requiremeots" if the
proposed change requires substitution of one product ot system for ppduct or
system speciEed-
CFIANGE ORDER PROCEDURES
On Owner's approval of a Prcposal Reques! Architect will issue a Change Otder fot
signatures of Oq'ner and Contractot on AIA Document G701.
CONSTRUCTION CFIANGE DIRECTIYE
Construction Chaoge Directive Architect may issue a Construction Change Directive on
AIA Docrrmeot G714. Change Directive instncts Conttactot to ptocecd *fth a chrtrge in
the Wot\ for subsequent inclusion in a Change Order
1. Consftuctio'n Change Directive contains a complete descition of cbange in the'Wotk It also designates method to be followed to detemine change in the Colrtmct
Sum or the Contact Time.
Documentation: Maintain detailed recotds on a time and matedal basis of ryorh requircd
by the Construction Change Dhective.
7. Aftet completio,n of change, subnit an itemized accqrmt and suppotting data
necessary to substantiate cost and time adiustments to the Cootract.
Booth CteekTovahomes
Extetiot Renovations
Vail Colorado
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1.5
CONTRACT MODIFICATION PROCEDURES 01250 -2
t TtDarchitece
VaiL Colorado
I e7o47s-7387
I
Booth Cteek Tournhomes
Exrcdor Renovations
VaiL Colorado
I
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SECTION OIZ'O- I,IMT PRICES
PARTl -GENERAL
1.1 SUMMARY
I A. This Section includes administative and ts for unit pdces.
t 7.2 DEFrNrrroNSI
A. Unit price is an amount ptoposed by bidders, stated on the Bid Forrn, as a price per unit of
I measurement fot matedals.or services added to or deducted ftom the Contract Sum byI apptopdate modification, if estrm"6d quantities of Wotk rcquited by the Conftact
Documents ate increased or decreased-t
1.3 PROCEDURES
I A. Unit prices indude all necessary fr*erJl^|5 plus cost for delivery, installation, insuance,
applicable taxes, overhead, and ptofit
I B. Measutement and Payment Refer to ifdividual Specification Sections for wotk that
requites establishment of unit pdces. Methods of measutement and paym€nt for unit
I prices are specified in those Sections.
- C. Ornnet tesetves the {gbt to reiect Contractor's measrmem€nt of wo*-in-place that involves
I use of established unit prices end to have this wotk measured, at Owner's expense, by an
I independent suweyor accqrtable to Contractor.
r D. List of Unit Ptices: A list of unit ptices is included in Pat 3. Specification Sections
I refetenced in the schedule contain rcquirements for nratedels descdbed under each rmit
- prlce.
t PART 2 - PRODUCTS (Not UseQ
I PART3-EXECUTT.N
I 3J LIST.FUNITPRICES
- A- UnitPticeNo. l-PlywoodSheathing
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I TINITPRICES 01270 - 1
TiDarchitects
Vail Colorado
970479-7387
l.
2.
Booth Creek Townhomes
Extedor Renovations
Vaif Colotado
Descdption: Remove aod tephce damagrd plywood sheathing to metch existing
aftet existi.g wood si.lhg and building pap€i is removd as detetmined by Owner
aod Architect accotding to Division 6 Seaion "Rough Caqpentry."
Unit of Measurement Per each squate foot
END OF SECTIONO1ZTO
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Vail Colorado
970479-7387
Booth Creek Townhomes
Extedot Reoovations
Va{ Colotado
SECTION OI29O - PAYMENT PR(rcEDURES
PART 1 - GENEML
1.1 SUIITIUARY
A. This Section specifies administretive and gocedural requLemeots necessaty to prepate and
process Applications fot Payment
1.2 SCHEDULEOFVAIUES
A- Coordination: Coordinate of the Schedule of Values witl pr,eparation of
Conttactor's C-oostructioo Schedule.
1. Corelate line items in the Schedule of Values with other requiied administstive
forms and schedul€c indudiog Application for Payment fotms with Continuation
Sheets.
2. Submit the Scheduh of Values to Architect at eediesi ppssible date but no latec thrn
seven days befote the date scheduled fot submittal of initid Applications for
Payment
B. Fotmat and Content Use the Ptoiect Maaud teble of contents as a guide to establish line
items fot the Schedule of Values. Provide at least one line item fot each Specificatioo
Section.
1. Identification: Include the following Proiect identification on the Schedule of
Yalues:
Prciect neme aad locatioo.
Narne of Architecl
Contnctotrs neme aod address.
Date of submittal
2. Submit draft of AIA Docurneot G703 Continuation Sheets
3. Provide a breakdovrn of the Conttact Surn in eoough deail to hcilitate coatinued
evaluation of Applications fot Payment and prqgess reports. Coordinate with the
Ptolect Manual table of conteots. Ptovide several line items fot principal
subcontract amounts, whete appro'ptiate.
4. Round amounts to neaf,est whotre dollag total shdl equal the Contract Sum,
5. Ptorride a separ:rte line item in the Schedule of Values fot each patt of the Woak
whete Applications fot Paymeot may ioclude mtexids ot equipment putchased or
fabticated and store4 butqot yetiostalled.
6. Provide sepaate line items in the Schedule of Values fot ioitial cost of oatetids, fot
each subsequent stage of completiorl and fot totel installed value of that part of the
\Vorl-
PAYMENTPROCEDTIRES 01290 - 1
TrDatcbitas
Vail Colotado
970479-7387
7.
Booth CteekTomhomes
Extetior Reoovations
VaiL Colorado
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7.3
Each item in the Schedule of Values and Apptcations fot Payment shall be
complete. tnclude total cost and proportionate share of geoeral ovethead and plofit
for each iten
a. Temporary facilities and other tn4ior cost itetns that af,e not ditect cost of
actual wotk-in-place may be shown eithet as sellarate line iterns in tle
Schedute of Values or disttibuted as general overhead exPeose, at Contracto/s
option.
Schedule Updatng Update and resubmit the Schedule of Values befote the nef,t
Applications fot Payment when Change Otders or Consftuction Chaage Ditectives
tesult in a change in the Contract Sum.
APPLICATIONS FOR PAYMENT
Each Application for Payment shall be consistent wit! ptevious applications and payments
as certified by Architect and paid fot by Ownet
1. Initial Application for Paymeng Application for Payment at time of Subsantial
Completion, and final Application fot Payment involse additional requfuements.
Payment Application Times: The date fot each progress Peyment is indicated in the
Agteement betqreen Owner and Contractot The petiod of constructioo Vock cove.ted by
each Application for Payment is the pedod indicated in the Ageement
Payment Application Fotms: Use AIADocumentGTO2 and AIADocurnentGTO3
Continuatioo Sheets as form for Applicatirons fot Paymeot
Application Preparation: Complue eve{y entry on fotm. Notarize and execute by a
person authorized to sigp legal documents oo behalf of Conttector, Architect will tetutn
incomplete applications urithout action.
7. Entries shall march data on the Schedule of Values e.nd Cootactot's Constuction
Schedule. Use updated schedules if tevisions wete made.
2. Include amormts sf f,henge Oders and Constnrctlca Chaoge Dfuectives issued
befote last day ofcoastnrction pedod coveted by application.
3- 10o Retain"gF will be witlhdd ftom each Ap'plication for Payment in accotdance
vith the Agreement betweeo Owner and Conttactor.
Transmittat Submit 1 siped and noarized otigind copy of each Application for Payment
to Architect by a method ensuting rcceiptwithin 24 horrs- Include waivers of heo and
similat atkrchnrents if reguited.
Waivets of MecheniCs Lien: With each Application for Paymeng zubmit waives of
mechaniCs lien from every entity who is lawftlly entitled to 6le a mechaniCs lieo adsing
out of the Contact aod telated to the Wotk coveted by the payment
D.
F.
PAYMENT PROCEDURES 01290 -2
1.
2.
3.
4.
5.
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ftDarchitecs
Vail, Colorado
970479-7387
ooth Cteek Townhomes
Extetiot Renovations
Vait Colorado
1. Submit partial waivets on each item fot amormt reqrrested in previous applicatioo,
after deduction for letainage, oo each item.
2. When an application shows completion of an item" subnnit final ot full waivets.
3. Owner reserves the dghl to designate which entities involved in the Work must
submit waivets.
4- Waiver Forms: Submit waivets of lien on forms, exeorted in a manner acceptable to
Ownet.
G. Initial Application for Paymenr A4ministative aaio'ns end submittals that must precede
or coincidewith submittal of fitst Application fotPaymeotindudethe following
List of subcontractors.
Schdule ofValues.
Conftactor's Consftuction Schedule (petiminary if 1161 finrD.
Copies of building pemits.
Copies of authotizations aod licenses ftom authodties having iudsdiction fot
perfotmance of the Wotk
6. Cemificates of insurance and insurance policies-
Application for Payment at Substantial Completion: Aftet issuing the Certificate of
Substantial Completion, submit an Ap'plication for Paymeot shoudng lfi) petceot
completion for portion o56. y6ft cbimed as substrntidly comqilete
1. Include docuoentation claim tbat the Work is substantially complete and
e statemeot showing an accounting of changes to the Contract Sun
Final Payment Application: Submit final f,pplisation for Paymeot with releases and
supportiog documentation Dot pr€viously submitted and accepted, inchdin& but not
limite4 to the following
l. Evidence of completion of Proiect closegut nequir€ments.
2. Updated final sbtement accouting f6q final changes to thc Contract Srm-
3. AIA Doctment G706A, "C-onfiactor's Afidarvit of Release of Liens."
4. Evidence that chims have been settled.
PART 2 - PRODUCTS (Not Used)
PART 3 - HGCUTION (Not Used)
END OF SECTIONOI2gO
PAYMENTPROCEDURES 01290 -3
1.1
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Ti.Darchitecs
Vatl Colorado
970-479-73W
ooth Cteek Townhomes
Exterior Renovations
VaiL Colorado
sEcTroN 01310 - PROJECT MANAGEMENT Ar\Ip COORDINATTON
PART1 -GENERAL
1.2
A.
SUMMARY
This Section indudes ^dministretive plovisions for coordinating construction operations
on Ptoject including but not limited to, tbe following
1. Ptoject meetings.
See Division 1 Section t'Execution Requirments" for procedutes fot cootdinating general
installation and field-engjneedng services, induding esablishment of beocbmarks and
cooftol points.
COORDINATION
Cootdination: Coordinate constructio,n olr€f,ations included'in diffecent Sectioos of the
Specificatioos to ensure efficient and ordedy instalhtion of each part of the Woth.
Coordinzte consEuctioo operations, induded in differeot Sections that depend on each
otlet for gopet installatioo, connection, and qrcration.
1. Schedule coostruction opetations in sequeoce required to obtain the best rcsults
where installetion of one pat of the Wo* depeods on inshllation of othec
cohponents, before or after its own installation.
2. Coordinarc installatinn of differcnt conponeots with other contrrctois to eosure
maximum accessibility for required maioteoancg selwicq aot repair.
3. Make adequate to accommo&te items scheduled fot latet instalhtio'n-
4. Whete availability of space is limite4 cooldinate installation of diffetent componeots
to eosute maximum perfotmance and accessibility fot required maiotenance, selvice,
and rcpait of all components, including mechanical and elee*icat
PROJECTMEETINGS
General Schedule and cotrduct meetings and conferences at Proiect site, unless otherwise
indicated"
t. Attendees: Infoml and othets involvd and individuals whose presence
is requite4 of &te and time of each meetiog. Noti$ Owoer and Architect of
scheduled meeting dates and times.
2. Agenda: Prcpare the meeting ageoda- Distribute the ageode to dl invited atteodees.
3. Minutes: Record significaot discussions and agrcements achiesed. Distribute the
meeting minutes to everyorie concemed including Owoer and Architect, within
three days of the meeting.
r-3
A-
PROIECT MANAGEMENT AND COORDINATION 01310 - 1
TtDxchitects
Vail, Colotado
970-479-7387
Booth Cteek Townhomes
Exterior Renovations
Vail, Coloredo
B. Preconstruction Confetence: Schedule a preconstnrction conference before sarting
construction, at a time convenient to Owner and Architect, but no later thqn 15 days aftet
executioo of the Ageemenr Hold fte confercnce at Ploiect site or another conveoieot
Iocation. Conduct the meeting to revieur responsibilities and personnel assign nents.
1. Attendees; Authodzed reptesentatives of Owner, Architecg and their consultants;
Conthctot and its supetintendeng maior subcontractors; suppliets; and other' concetned parties shall attend the conference. All participants at &e conference
shall be familiat with Ploiect and authotized to conchrde rrntters dating to the
Wotk
2. Agenda: Discuss items of sipificance that could effect progress, induding the
following
a. Tentativeconstuctionschedule.
b. Phasmg.
c. Critical work sequencing and long-lead items.
d- Designation of key personnel and theit duties.
a Ptocedwes for ptocessittg 6eld decisions and Change Ordes.
f. Procedurcs fot tequests for interptetations EFk).g. Procedues for pnocessing Applications for Paymeol
h, Distribution of the Conttact Documens.
i Submittal
j. Prepamtion of Record Documeots.
k Use of rhe pemises and existiog buildiog.
L Work restdctions.
rL Owner's occupaaw requircmeots.
tL Construction waste tnrfl4gernent and rccyding.
o. Parking availabfity-
p. Office, wodq and storage areas.
!1. Equipmept deliveries and pdotities.
r. Fitst aid
s. Secudty.
t Ptogrcss deaning
lL I0orkinghous.
3. Miutes: Architect will tecord end distribute meeting minutes.
C. Ptogress Meetings: Conduct ptogfess metings at weekly intewds. Coordinarc dates of
*reetings with ptepantion of payment requests,
1 . Attendees: In addition to tqresentatives of Owner and Architect, each contmctot,
subconbctor, suppliet, and other eotity concerned with cureot pnogress or
involved ln plannlng coordination, or performance of future actiyities shall [6
teptesented at these meetings. Atl participants at the conference shell be familior
with Ptofect and authotized to conclude matters relating to the Work2. Agenda: Revieff and cottect or allprove minutes of previous progrcss meeting.
Reeiew other items of siglificance that could affect progress. Indude topics for
discrrssion as approptiete to stahts of Projecf
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IPROJECT MANAGEMENT AND COORDINATION 07310 -2
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Tr.Daacbitecrcs
Vail, Colorado
970479-7387
th CteekTovnhomes
F,xtetiot Reoovatirons
Vait Colorado
Con. ctorts Constnrtion Schedule Revies progress since tle last mectiag.
Determine whether each activity is on time, ahead of schedule" or behind
schedulg in relation to Contractotfs Consttuction Schedule. Determine how
construction b€hind schedule will be expedite{ secrrre commitments ftom
parties iuvolved to do so. Discuss whethet schedule rcvisions ate rcquited to
ensure that cffrent and subsequent activities will be completed witlin the
ContactTime.
1) Review schedule for next petiod.
Review present and future needs of each entity pies€ng inchding the
folovdng:
1) Intetfrcetequfuements.
2) Sequenceofoperations.
3) Strtus of zubmittals.
4) Deliveries.
5) Off-site fabdcation.
6) Access.
7) Site utilization.
8) Temporary facilities aad contds.
9) Vork houts.
10) Hazards and risks.
1l) Ptogtess deaning.
12) Q".lity andwotk staodards.
13) Stahrs of cotection of deficient items.
14) Fieldobsetvatio'ns.
15) Requests fot ioterpretations (RFh)-
16) Status of poposalrcquests.
17) Pendiogchrnges,
18) Status of Change Otdem.
19) Pending claims and disputes.
20) Documeotation of infomatioo for p4yro€nt requests
Minutes: Architect will tecord and distribute to Contrictot the meeting minutes.
Repotting: Disttibute minutes of the meeting to each partl prcseot aad to Parties
who should have beenpeeot
Schedule Updating: Revise Contractor's Construction Schedule aftet each
ptqfess tneeting wherc rerisiors to the schedule heve beeo made or
tecopized. Issue revised schedule co,ncutently with the rcport of each
meeting.
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3.
4.
PROIECT MANAGEMENT AND COORDINATION 01310 - 3
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1l?Darchitccts
Veil, Colondo
970479-7387
PART 2 - PRODUCTS (Iilot Used)
PART 3 - EXECUTION (l.lot UseQ
END OF SECTION OI31O
Booth Cree&Tovohomes
Exteciot Renovetions
Val, Colosdo
PROJECT MANAGEMENT AND COORDINATION 01310 - 4
B.
C.
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TtDar:chite.',**
Vail Coloado
97U479J387
oo& Cteek Townhomes
Extedor Reoovatirons
Vail, Colorado
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1.2
SECTION OAM . CONSTRUCTION PROGRESS IX)CUMENTATION
PART1 -GENERAL
SUMMARY
This Section includes administative and pocedural requitemens fot documenting the
progrcss of coostruction dudng performance of the Wot\ induding the following
1. Conftactot'sConstructionSchedule.
2. SubmittalsSchedule.
3. Field conditioo repots.
See Di'rision 1 Section "Paymeot Procedules' fot submitting the Schedule of Vahres.
See Division 1 Section "Photographic Documentation" fot submitting constuctioo
photogaphs.
SIJBMITTAIS
Submittals Schedule: Submit tLree copies of schedule. Anange the following infomation
ina tabulat fomat
1. Scheduled date fot fitst submittal
2. Specification Sectio'n nrmber aod tide,
3. Submittal category (action orinfotmational).
4. Name of subconttactor.
5. Descttl'tion of the Work coyeled
6. Scheduled &te forArchitecds finql r€lease ot approval
Contractor's Constnrction Sc-hedule: Submit tkee opaque copies of iDitial schedule, Iarge
enough to show eotite schedule for eotite constnrction pedod
Field Condition Repots: Submit two oopies at time of discovery of diffeting conditions.
1.3 COORDINATION
A. Coordinate and processing of schedules and tqrorrs with perfor:nance of
coflsttuction ectivities and wi& scheduliog and teportiog of s€paate i:ontractots.
B. Coordinate Contractot's Coostructiolr Schedule with the Schedule of Yalues, list of
subcomttacts, Submittals Sdedul€, progre$s !+orts, payment rcquests, and other rcqufued
schedules and reports.
CONSTRUCTION PROGRESS DOCI.'MENTATION 01320 - 1
TtDarcbltects
Vail, Colorado
97U479-7387
1.6
A.
Booth Creek Tovrnhones
Erterior Reoovations
Vail Colondo
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7.4 STIBMITTAISSCHEDULE
A. Preparation: Submit a schedule of submittals, amnged in chronological order by dates
required by construction schedule. Indude time rcquired fot review, tesubmitta[ odecing
rrraoufacturing fabticatioo, and delivery wh.a ssta$lishing dates.
1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values,
aad C,ontrector's Cons uction Schedule.
2. Submit with the fitst complete submital of Conftactor's Construction
Schedule.
1.5 CONTRACTOR'S CONSTRUCTION SCHEDIIIF+ GENERAL
Time Frame Ertead schedule ftom date established fot commeocement of the Wotk to
date of Fioal Completion.
Milestones: Indude rnilestones indicated in the Contact Documents in schedulq
but not limited to, the Commence of Vodr, Substantid Completion" and Find
Completion" aod the following intedm milestones:
1. Completion of each indiridual Burfding
Conttact Modifications: For each pmposed contmct modification and concurent with its
submission, prepare a time-impact af,allsis "sing ftagneb to demoostrate the effect of the
ptopoced change on the overall proiect schedule.
REPORTS
Field Conditiren Reports: Immediately on discovert of a difference between Eeld
cooditions and the Confiect Doormeots, prepac and submit a deailed ftport' Submit
with a request fot interpretation. Include a detailed descdption of the diffeting conditions,
togethet with tecor*eodations f61 gf,anaing the Contract Documents.
A.
PART2 - EXECUTION
2.I CONTRACTOR'SCONSTRUCTIONSCHEDULE
A. Cootnctofs Construction Schedule Updrtios At monthlt interyals, update schedule to
teflect actud constructioa ptogtess aad activities" Iszue schedule one week beforc each
regulady scheduled progress meeting.
7. Rewise schedule $ts earh rneeting or othet activity where revisions
have been rccognized ot made. Issue updated schedule concrrncotly with the tepott
of each such meeting.
2. As the lfotk prcgesses, indicate Actual Completion percentage for each activity.
CONSTRUCTION PROGRESS DOCUMENTATION 01320 -2
I ftDarchitects O Q""*ar*Townhomes
VaiL Colotado Extetior Renovations
I g7o-ng-73s7 vai! colorador B. Distdbution: Disttibute copies of approved schedule to Architecg Ownet, sellarate
contmctors and other parties identified by Contractor with a need-to-know schedule
I respoasibility.
END OF SE(CTIONO132OI
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CONSTRUCTION PROGRESS DOCUMENIATIONI
01320 - 3
B.
C.
D.
E.
1.1
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2?2architects
Vail Colorado
970-479-7387
Exteriot Renovations
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Vail. Coloado
SECTION 01330. SUBMITTAL PROCEDURES
PART 1 - GENERAI
SUMMARY
This Section includes administrative and procedutal requirements fot submitting Shop
Dmwings, Product Data, Samples, and other submittals.
See Division 1 Sectio,n "Consttuction Progrcss Documentationtt for submitting schedules
and tepotts, induding Contractot's Construction Scledule-
See Division 1 Section "Quality Requitements" for moclup requirements.
See Division 1 Section "Closeout Ptocedures" for submitting witrantie.s-
See Division 1 Section "Project Record Documents" for submitting Recotd Dtawings,
Recotd Specifications, aod Recotd Product Data.
DEFINITIONS
Action Submittals: Written and graphic information that requites Architecds tespoosive
action.
Infomational Submittals: lTritten infolmation that does not requite Architecds tesponsive
action. Submittals may be rciected fot not complying with tequiremeots.
1.3 SI.JBMITIALPROCEDURES
A. Coordination: Cootdinate ptqnration and prccessing of submittals with perfotmance of
constmction activities.
7. Coordinate each submittal with fabdcation, pwchasing testing delivery, other
submit .tals, and related actiyities that tequirc segueotial activity.
2. Coordinate trinsmittal of different types of submittats for related patc of the Wotk
so ptocessing vill not be delayed because of need to teview submitals
fot coordination
a- Architect reserves the dght to withhold action on a submittal rcqufuing
coordination witl othel submitals until dated submittels erc received
B. Submittzls Schedule: Comply with requirements in Divisioo 1 Section "Constuction
Progress Docrumentation" fot list of submittals and time requirements fot scheduled
perfotmance of dated constnrction activities.
SUBMITTALPROCEDTIRES 01330 - 1
TrDatchitects
Vail, Colorado
97M79-7387
G.
Booth Creek Townhomes
Exteciot Reoovations
VaL Colorado
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C. Processing Time: Allour enough time fot zubmittal resiew, iflcludbg time fot resubnittals,
as follows. Time for rcyiew shall comm€rrce on Architect's rcceipt of submital No
s<tension of the Contract Time will be authorized because of feilue to ttaosmit submitgls
enough in advance of the Wotk to pemit processing including resubmittals.
1. Initid Review: Allow seven &ys fot initial teview of each submittal Allow
additiond tihe if coordination with subsequent submitAls is rcquired. Architect will
advise Coattactor when a submittal being processed must be delayed for
cootdination.
2. Internediate Review: If intermediate submittal is necessary, ptocess it in same
ftrrnrlcf, as ioitial submittaL
3. Resubnittal Review: Allow seveo days for twiew of each resubmittal.
D. Identificatioo: Place a permot'ent labd or tide block on each submitul fot identification
7. Indicate name of firm or entity tbat pepared each submittal oc l*bel ot title block
2. Provide a space appnoximately 6 by 8 inches on label otbeside title block to tecotd
Contracto/s review and approval matkings asd action taken by Architect
3. Include the following infotmation on Iabel fot processing add tecotdiog ection
taken:
L.
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c.
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e,
f.
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Proiect name.
Date.
Neme and addtess of Architect
Nane and addte*s of Contractor.
Name and address of subcontractot
Name and addrcss of suppliet
Name of manufacmrer.
Submittal nunbet ot other rmigue identifier, includingrevisioo identifiet
Numbet and tide of approptiate Specification Section-
Dtawing number and deail rcferences, as appropdate.
Location(s) where product is to be installed, as apptopriate.
Other necessarv ideotifica tion.
Deviations: Higblight, encitcle, or otherwise specificdly identifi deviations ftom the
Contact Documents on zubmittals.
Additional Copies: Unless additional copies arc rcquired fot 6nal submittal aad unless
Atchitect observes noncompliaoce witb provisions in the Conttact Documents, initial
submittal nay serye es final submital
TtansmittaL Package each zubmittal individually and appopriately for tansmittal and
handling. Ttaosmit each submittal using a tansmittal form. Architect will tetum
submittals, without reyiew, rcceived ftom soutces othet thzn Contacfor.
Resubmittals: Make rcsubmittals in saoe form and nuober of copies as initial zubmittal
F.
SUBMITTAL PROCEDURES 01330 - 2
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Vait Colorado
97r.79-7387
ootl Ctee& Toqrnhomes
Extetiot Reoovations
Yail Colorado
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1. Note date and content of ptevious submittat
2. Note date afld cont€nt of teyision in label or tide block and deatly indicate €xtent of
tevision.
3. Resubmit submittals rmtil they ale t"orfred nReviewed or Furnish as Cotrected"
I. Disttibution: Fumish copies of final zubmittals to manuhctuers, subcontractors,
suppliers, fabticators, installes, authotities haviog iudsdidion aod others as necessaty fot
perfotmance of constnrction activities. Show distnAution on traasnittal forms.
I Use for Constructioa Use only fit'd submittals with rna* indicating 'Revicrnd ot
Fu:nish as Corected" taken bv Architccr
1.4 CONTRACTORSUSE OFARCHITECTS CAD FII*ES
A. Geueral At Contmctorrs written requ€s! copies of Architecds CAD files will be provided
to Cootractot fot Contractor's use in conaection with Profecg subiect to the following
conditions:
1. AtthesoledskoftheConttactot
PART2 -PRODUCTS
2.I ACTION SUBMITTAI,S
A. Generel Prepare and submit Action Submittels iequired by individual Speofication
Sections.
B. Product Data: Collect information into a singfu submittat fot each element of consttuction
and type of product ot equipment
1- If infotmation must be specially pr€pad fot submitnl because standard ptinted
data are not suitzble fot use, submit as Shop Dmwings, not as Product Data.
2. Mark each copy of each subhittal to show which ptoducts and options ate
applicable.
3. lndude t]e follovinginfomation, as applicable:
a. Manufactutdsrrdttenrecomtttodations.
b. Manufactruet'sproductspecificatioos.
c. lv[aoufactutet'sinstallationinstnrctions.
d. Manufacturer's catalog cuts,
e. Compliance with specified rcfereoced sbndards.
4. Number of Copies: Submit ftse co'pies of Ploduct Data unless othervise indicated.
Atchitect will rcfirn four copies. Matk up ard retaifl one tetumed copy as a Ptoiect
Record Docrmcnt
SUBMITTALPROCEDITRES 01330 - 3
TtDatcbkeqs
Yail, Colorado
970-479:7387
Booth Cteek TownhomEs
Extedot Renovations
Vail Colotado
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C. Shop Drawings: Prqnre Ptoject-specific infomatiort dtewn accrrrately to scale. Do not
base Shop Dawings on rq)ductions of the Contact Documents ot standaf,d Print€d
daa, unless submittal of A-tchitect's CAD Drawings is otherwise pemittedi-
1. Pteparation: Fully illustate in the Contract Documents. Include the
following infomatio,n, as applicable:
Dimensions.
Identjfi cation of ptoducts.
Fabrication and installation dnwings.
Templates and patterns.
Schedules.
Notation of coordination tequitements.
Notation of dimensions established by field measuemenL
Relationship to adjoining construction deady indicated.
2, Sheet Sizs Except for templzt€s, patterns, and similar hrll-size dswings, submit
Shop Dnwings oo sheets at least V1/2 W 11 inches but no letget than 30 by 40
inches.
3. Number of Copies: Submit two opaque (bond) copies of each submittal Architect
urill tetum one cogf-
D- Samples: Submit Samples for teniew of kind, colot, pattetn, and textute fot a check of
i[sss chaqcferistics with other elernerrts and for a comparisortr of these chatactecistics
betweeo submittal aod achral cohpooef,rt as delivercd and installed.
1. Transmit Samples that contain multiple, related component$ such as accessoties
together in one submittal package.
2. Identification: Attach label on unexposed side of Samples that indudes the
folowing:
^. Genedc descdption of Sample-
b. Product name aod name of maoufachrrer.
c. Sample soutce.
d" Number and title of appmpriate Specification Section.
3- Dispositioo: It/taintain sets of apptoved Samples at Proiect site, availeble for quality-
control comlrarisoos the corrse of coostnrction aaivity- Sample sets
may be used to determine final agcep,tNnce of coqstnrction associated with each s€L
4. Samples for Yerification: Submit full-size rnits or Samples of size indicated,
pepared ftom same maredal to be used for the Worb crued and fioished in maoner
qpecifie4 and physically identical wi&materialot ptoduct ploposed fot use, aod that
show full tange of color and textue vadatioos expected. Samples indude, but ate
not limited to, the fonoving lnttial sections of manufactuted or fabricated
compoaents; snell cuts or contabem of matetids; complae units of repetitively used
materials; swatches showing colot, texture, and pattem; colot mnge sets; and
components used fot itrdependent testing and inspection
L.
b.
c-
d.
e.
f.
c.
h.
SUBMITTALPROCEDURES 01330 - 4
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2lDarchitec*
Vail, Colorado
97U479-7387
ooth Cteek Townhomes
Extedot Reoovations
Vail Colomdo
2.2
L. Numbet of Samples: Submit three sets of Saoples. Architect will tetain one
Sample seg remainder will be retutned. Mrrk rrp and rctein one retutned
Sample set as a Proiect Recotd Sarrple,
E. Submittals Schedule: Comply with requiremene specified in Division I Sectioo
"Consttuction Ptogtess Documentation."
F. Application fot Payment Comply wi$ requirements specified in Division 1 Sectioo
"Payment Procedures. "
G. Schedule of Vdues: Comply with rcqufuements specified io Dirrisioa 1 Section '?ayment
Procedutes.t'
INFORMATIONAL SI.JBMITTAIS
G€neral Prepate and submit Infotmational Subfrittals requfued by other Specification
Sectioos.
1. Numbet of Copies: Submit two copies of each submittal, rmless otherwise iodicated.
Architect will not retum copies.
2- Certificates and Cerifications: Prcyide a rotadzed statm€nt that iodudes signatue
of eotity lespomible for Feparing certification. An office* shall sip ce*tificates and
certifications or othet individual authorized to sip docunents on bebdf of that
entity-
Contractorrs Coosttuction Schedule: Comply with rcquitements specified in Disisioo 1
Section "Constnrctioar Prcgress Docrrmentation."
Prcduct Certificates: Prqrare wtineo staGm€ots on oaou&ctrrefs letterhead c€rti&ing
that ptoduct complies with rcquirements in the Contact Documents.
Meteiial Certificates: Ptepate wtitten statem€nts on maoufrctwer's letterlead ceti$ing
tbat matetid complies with rcqukemens in the Contract Docrroeots.
Maintenance Data: Prepate writt€n and gaphic insttuctions and ptocedrres fot opetation
and aomdoeintenance of ptoducts aod quipmeot Comply with rcquirements specin€d
in Division 1 Section "Operation and Maintenaoir Data."
Manufactmer's lostructions: Prepate uzritten or published information that documents
manufactutetrs tecommendations, guidelines, and procoduaes fot installing or opeating e
product or equipment Iodude name of product and naoe, addrcss, and tdqrhone
number of manufrcturer.
Insurarrce Certificates and Bonds: Plepale witten infotmation indicating curent stahrs of
insusnce ot bonding coverege. Include name of entity coveced by insurance or bond,
limits of coveragg arnormts of deduaiblcs, if ann and tem of the covef,age.
SI}BMITTALPROCEDURES
B.
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BoothCreekTownhones ITtDxchiteca
Vait Colorado Extetior Reoovations I970479-7387 Vail Colorado IH. Matetial 9afety Data Sheets (MSDSs): Subrrit infomation directly to Oumer; do not
subrnit to Archit€ct.
7. Architect will not tesiew submittzls that ioclude MSDSs aod s.ill return them for I
resubmittal
PArf 3 - E)GCUTION
3.1 CONTRACTOR'S REVIETT
,,\. Review each submittal and check for cootdination with other Work of tle Contract and I
fot compliance vzith the Contract Docrrments. Note corections and field dimensions.
Mark with epproval stamp beforc submitting to Architect
B. Stamp: St^rnF each zubmittal with a uniform, approvat stamp. Include Ptoiect I
name and location, submittal nuhber, Specification Section tide end numbet, nrrne 6f I
reviewer, date of Conttactor's apgoval end statem€nt cettifying that submittal has been t
rviewed, checku4 "nd appnoved for compliance with the Contract Documeots.
3.2 ARCHITECTSACTION T
A. General Atchitect wiII aot rcuies, subaitals that do not bear Conactor's aPPmVI Iatanp and viII retum tfu without action
B. Action.. Submittals: Architect will review each submittal" mrrke merks to indicate
corections ot modiEcations rcquine4 and rctum ir Architect will stamp each zubmittal f
qrith an action 5tamp aod will mrtk stamF apptopdately to irdicate action taken, as follo'rs:
l. Final Uuestricted Release !7here the submittal is mad<ed "Reviewed", the Work I
covercd by the submittal may ptoceed provided it complies with the Contract
Documents. Final acceptance will depend oftthat complhnce. I2. Final-but-Restdctcd Release: Where the submittal is marked 'Fumish as Cottecte4" I
tle I7o* covered by the submittal may ptoceed povided it complies both with
Architect's noations and cor,ections on the submittal and the Cootract Docrmeots. IIFinal acceptance will depend on that compliance.
3. Retumed for Resubmittal Where the submittal is ma*ed "Revise and Resubmig" do
not ptoceed with the Wotk coveted by the submiral, including purchasin& I
fabdcation, delivery, ot other activity for tho product submitted. Revise ot prcpare t I
new submittal accotding to Alchitectrs notations and cotrections.
4. REecte* Where the submittal is marked "Rejected," do not proceed with the I?otk I
covered by the submittal. Prqrare a new submittal for a ptoduct that complies with I
the Contract DocnmenS.
5. Incomplete Whete the submital is marled "Submit Specified Itein " do oot ptoceed Iwi& the Wotk covered by the submittal Prepate additional information teguestd Ior required by the Contract Documeats, that indicates compliance with
tequirements.
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SUBMITTALPROCEDURES 01330-6 I
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YaiI, Colorado
970-479-7387
Booth Cteek Tovnhomes
Exteriot Renovatioas
Vail, Colorado
6. Othet Action: If the submittal is primadly for information pqposeq tecord
purlroses, special processin& or othes contractot activity, the submittal will b€
retumed marked "Action Not Reguited."
C. Infotmational Submittals: Architect will rcview each zubmittal and will not retum ig or will
tetum it if it does not comply with nequfuements. Architect will forvatd each submittal to
zpptopizte ytrty.
D. Pattial submittals are not accept ble, will be considered and will be
retumed vithout review.
E. Submittals oot requfued by the Contact Docrmenb rnay not be reviewed and may be
discatded
END OF SECTION OT}3O
SUBMITTALPROCEDURES u36a -7
B.
1.2
1.3
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Vait Colondo
97p.79-7387
Booth Creek Toqrohomes
Extetior Reoovations
VaiL Colorado
sEcTroN 014m - quALrTY REOLnREMENTS
PARTl -GENERAL
1.1 SUMMARY
A. This Section includes administtative and procedural fot qudity assutance and
quality contol.
DNTINITIONS
Quality-Assutance Serices: Activities, actions, and procedues petformed beforc and
duting execrrtion of the Wotk to guard against defects and deficiencies and substentiate
that ptoposed consttuction will comply with rcquire.meots.
Mockups: Ful-size, phystcal assemblies \ot are consftuctd on-site. Mockups are used to
veti& selections mode rmder sample zubmittals, to demonsttateaesthetic effecb and, where
indicated, qualities of matetials and execution, aod to review constuction, cootdinati,on,
tesrin& ot opemtion; th"y * not Samples. Approved mockups establish &e sten&td by
which the Wo* will be judged"
Experienced !?hen used with an entity, "e4pedeoced" mearr$ havirg successfrrlly
completed a tninin'rum of 6ve previous proiects similrr in size and scdpe to tlis Proiece
being ferniliat with special requLements indicate4 and having complied with requirements
of authotities having iutisdiction.
CONFLICTING REQUIREMENTS
Genetal If compliance with two or firote standards is specified and the standads esablish
different or conflicting requireoents f6,1 tninimum quaotities or quality lwels, comply with
the most stringeflt Refer uncertainties and requireneats that ate diffetent
but appatendy equal to Architect fot a decision bdore ptoceeding.
Minimum Quantity ot Quality Levels: The quantity or quality level shovn or specified
shall be the tninimrrm provided or perfotmed. The actual iosallation lnay comply exactly
witl tle minimrrm quantity or qudity specifie4 or it mry exceed the minimrrm within
rcasonable limits. To comply with these r€quiem€nts, irdicated nutnef,ic vdues ate
tninimrun s1 tnaximutn, as appropdate, fot the context of tequirements. Refet
uncertainties to Architect for a decision before proceeding.
QUALITY REQUIREMENTS 01400 - 1
TtDar.chite*
Vail, Colotado
97o-4.79-7387
Booth Cteek Townhomes
Extetiot Renovations
Ya[ Colondo
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I.4 QUALITYASSURANCE
A. General Qualifications patagraphs in this Attide establish the minimum qualification
levels tequired; individual Specification Sections speciS additiond requirem€nts.
B. Installet Qualifications: A fitm ot individual in instaling ercctio& or
assembling work similar in matedal, desigo" md exteot to that indicated for this Projecg
whose work has resulted io consttuction with a record of successfirl in-service
performance.
C. Manuhcnrrer Quali-fications: A fitr" exp€denced in maaufacturing ptoducs or systems
similar to those indicated fs1 this P-i".t and with a record of successful in-senrice
petformance, as well as sufficieot production capacity to produce rcqufued units.
D. Fabticator QualiEcations: A fitrr expedenced in producing ptoducts similat to those
indicated for this Proiect and with a record of successful in-service perfomraace, as well as
sufficient production capacity to ptoduce rcquircd units.
E. Mochrps: Befote inst"lling portio,ns of the Wotk iequiring mockup.s, build mockups for
each fonn of consttuction aod 6nish requited to comply vith the following rcquirernents,
using batedals indicated for the completedWork:
1. Build mockups in location and of size indicated ot, if not indicated, as ditected by
Architect
2. Noti$ Architect seven days in advance of &tes and tines when mockups will be
constructed.
3. Demonstmte the proposed range of aesthetic effects and workmanship.
4. Obtain Architect's approval of mockups befote starting wotk, fabdcation, ot
construction.
5. Maintain mockups during constuction in ao uodisturbed condition zs a steodatd fot
fudging the completed !7otk
6. Deoolish and remove mockups when ditecte4 unless otherwise indicated-
F. Labotatory Mockups: Comply with requirements of pteconstruction testbg and those
specified in individual Sections in Divisioas 2 thrcugh 16.
PART 2 - PRODUCTS (Not Used)
PART3 - EXECUTION
3.1 REPAIRANDPROTECTION
A. Genetal On conpletion of testitrg, insp€ctin& sample t lriri& a.nd similat services, rcpait
damlged 66asttuction and testore substrat€s aod finishes.
QUALITYREQUIREMENTS 01400 -2
I rtnarchitx:ts O Ou"r* Cteek Townhomes
VaiL Colorado Extedor Renovations
I g7o47g-73s7 vai\ colorador 1. Provide materials and comply with installation rcquitemeos spe"ified in other
I Hy#"T,*ff3lHff"T'ffitfrn;l,fft'lesto."tionintoadioiningl 2. C"*ply with the Contract Document requfu€ments for Division I Section "Cutting
and Patching."
I B. Ptotect coostruction e4posed by ot fot quality-conttol service activities.
I C. Repair and ptotection are Contractor's responsibility, regadless of the assignment of
I responsibility forquality-controlsetyices.
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B.
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7?Datchitecs
Vait Colorado
n0479-7387
Booth Cteek Townhomes
Extedot Reaovations
Vail, Coloedo
SECTION 01420. REFERENCES
PARTl -GENERAL
DEFINII1ONS
G€neral Basic Contract definitioos arc inchrded in the Conditions of the Contact.
"Approved": Vhen used to convey Architect's action on Contractot's submittals,
applications, and requests, "approved" is limitd to A$hitect's duties and tesponsibilities as
stated in the Conditions of the Contncr
ttDirectedtt: A commzmd ot instruction by Architect Other terms induding rrrequesterl,rt
rrauthotir-e{rr nselectd" "apptovd" nquited," aad "petmitrcd" have the 5fl6s rn€aniag
as "ditected."
"Indicated": Requiremens exptessed by gnphi: represeotations ot in writteo fotm on
Dnwings, in Specifications, and in othe Contract Docum€ob. Othet tetms incfuding
'shovn " 'note4" "sc,hdule4" and "specifedt'have the same n€aniog as ttindicated-"
ttRegulations": Iaws, ordinances, statutes, and lawful orders iszued by authotities h.ying
iudsdiction, and nrles, conventions, and agreements within the constnrction industry thet
contol perfotmaoce of the Wo*"
"Fu$ish": Supply and deliver to Ptoi".t site, rcady fot untoading uapacking assembly,
installation, a1ld similat operations.
"Instzll": Op.ratioot at Project site inchxling unloading soting rmpacking
assembling erecting placing anchotin& applying working to dimeosion, finishing" cudn&
deaoing and sitnilar opetations.
"Provide": Futdsh and install, complete aod teady fot the intended use.
"Project Site": Space available for perfoming co,ostruc{ion activities. The €xtent of
Project site is shown on Drawings and may ot m:ry not be ideotical with the desctiption of
theland on whichPrciectis to bebuilt
7.2 INDUSTRYSTANDARDS
A. Apptcability of Sandatds: Unless the Contract Docuoents indude hore stfurgent
requfoemeots, applicable constnrction ind*ay staodatds have the saqe fgtce and effect as
if bolrnd or copied directly into the Conftact Documents to the extat rcferenced- Such
standards arc made a part of the Contnct Docrrments by rcfercoce.
REFERENCES 01420 - |
TtDatchiteas
Vail Colorado
970479-7387
Bootl Creek Torrnhomes
Extedor Renovations
Vail Colo,mdo
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B. Publication Dates: Complywith standatds in effect as of &te of the Contract Docrmeots,
unless othersise indicated.
C. Copies of Standards: Each entity eng4ged in construction oa Prciect should be familiot
with industry standatds applicable to its constuction activity. Copies of applicable
standatds are not bormd cdth the Contact Documeots.
7. !flhere copies of standards are needed to perfotm a required construction activity,
6$tain qopiss direcdy ftom publication soutce.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01420
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Vaif Colondo
nr-79-7387
TEMPORARY FACILITIES AND CONTROIS
SECTION OT5OO - TEMFORARY FACIIITIES AIYD CONTROIS
PARTT -GENERAL
1.1 SUMMARY
A. This Section includes requirements for tempoffy utilities, support facilities, and secrrtity
and protection facilities.
B. See Division 1 Section "Execution Requftemeot" for piogress aeaniog lequircments.
C. See Divisions 2 thtough 16 Sections fot temporary hea! ventilatioq and humidity
tequitemens fot products in those Sectiolrs.
I.2 DEFINMONS
A- Petmanent Enclosure: As determined by Architeet, pennanent or temporary roofing is
complete, insulated and weathettighg exterior uralls ere insulated and weathertigbg and dl
opeoings arc dosed with permaneot constnrctioa or substantid tempomty closwes.
t.3 USE CFIARGES
A. Water Service l?ater from Owner's €xisting vater s-ystem is avar'lable fot use vithout
metedng and without payment 9f uss chrrges. Provide connecticns and exteosions of
seryices as relluir€d for constnrction op€tatioos.
B. Electtic Power Service: Electric power from Ownels existing systen is available for use
without eeteting and without paymeot of use charges. Prcvide connections and
extensioos of seryices as tequired for coosttuctioa operations.
1.4 QUALTTYASSURANCE
A. Electric Sewice: Comply with NECA, NEMA and UL sandatds and rcgulations fot
temporary decttic sereice. Insall service to comply with NFPA 70.
PART2-PRODUCTS
2.1 MATERIATS
A. Pottable Chain-fiok Fencing: Minimum 2-inclL 9-gage, steel, chain-lirk fabric
fen.irrS minimnm 6 feet high with galvanized ste.l pbe poets; tninirnutn 2-3/&inch- OD
Booth CteekTowohomes
Exterior Renovations
Vail, Colorado
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TrD*chitecs
Vail, Colomdo
970479:7387
Bootl Creek Torsnhomes
Exteriot Reoovations
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line poss and 2-7/8-mch- OD corner eod pu[ posts, vith 1-5l&ioch-
bottom tails. Ptovide gafvanized steel bases fot suppotting posts.
Yail Colorado
OD top and
EQUIPMENT
A. Fire Extinguishets: Portable, UL rated; with dass and extinguishiog agent as tequired by
locations and cbsses of fite exposutes-
PART3-E)GCUTION
3.I INSTALII,TION.GENERAL
A. Locate facilities whete they will setve Prcject adequately and result in minimum
interference with perfotmance of the Wo*- Rdocate and modifi facilities es required by
prcgrcss of the Vork
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A.
B.
TEMPOR.ITRY UTILITY INSIALLATION
Genera} lnstall tempotary service or corurect to existing sewice.
'IVater Service Use of Owner's sr.isring lvat€f, service facilities wil be pemitted as long as
facilities are deaoed and mdntafured in e co'ndition accqrable to Owner At Substantial
Completion, testote these facilities to condition existing befote initial use-
Sanitary Facilities: ". Provide t€dnporery toilets, wash facilities, 41d rlrinking water fot use of
codstruction p€tsoonel Comply with authotities having iruisdiaion for type, nuobeq
location" operatioo, and maintenance of fixtures and facilities,
Electric Powet Sersice Use of Owneds existing electtic porret service will be pemitted" as
long as equipment is rnaiotained io a cof,dition acceptable to Ownet
SUPPORT FACILITIES INSTALTATION
Parking: Use designated atevas of Owner's existing parking a.reas for conscuction
petsonnel.
Waste Disposal Facilities: Provide waste-collectio'n contaid€rs in sizes adequarc to handh
waste ftom con$tructiDn Comply with rcquiements of authotities having
furisdiction. Co-ply with Division I Section "Executioo Requirements" fot progress
deaning rcquirements.
Ufo and Hoists: Provide bcilities necessaty for hoistiag materials and petsonnel
D.
3.3
TEMPORARY FACILITIES AND CONTROIS 01500 - 2
D.
G.
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Vait Colotado
no479-73W
1.
3.4
A.
Booth Creek Townhomes
Extetior Reoovatio'ns
VaiL Colorado
Tnrck ctanes 2ad similar deeices used for hoisting materials are considered "tools
and equipment'r and not tempotary faollities.
SECURITY AND PROTECTION FACIIITIES INSTALT,ATION
Environmeotal Ptotection: Provide prctection, opemte temporary facilities, aad conduct
coostmction in ways and by methods that comply with enviroonenUl and thet
tninimize possible ait, wet€rway, and zubsoil cont2oination ot pollution or othet
undesirable effects.
Temporary Etosion and Sedimeoation Cohtlot Ptovide freir$rr€s to prev€nt soil erosion
and dischatge of soil-bearing water runoff and afubome dust to ediacent properties and
walkwayq accotding to requirements of authotities heving fudsdiction.
Stotmwater Contot Comply with authotities laviog iudsdiction. Provide basiers in aod
atormd excavations and zubgrade consttuction to prcveot flooding by nmoff of stotmwatet
ftom heavy ains.
Tree and Plant Protection: Install temporary feacing located as indicated ot outside the
.l-t lioe of trces to protect vegetetioo ft66 damage ftom coostruction opemtions. Prctect
&ee root system5 ftes1 rlarnage, floodin& and erosion.
Pest Control Engagp pest{ontrol service to recommeod pmctiges to minimize atftaction
and harboting of rodent, ro'aches, and othec p€sts aod to perform extetmbatioa and
conftol procedures at rqplar interyds so Project will be &ee of pests and their residues at
Substantial Complaioo, Obtaio exteoded Tratraoty fot Owoet Perfomr cootol
operations lawfully, r'sing envinonneoally safe matetids.
Site Enclosute Fence: Before constnrctioo begin, fumish and install site
eoclosute fence io a rn4ftn€r that will prevent people and animals ftom easily entering site
excqrt by enftence gates.
1. Extent of Fence As required to enclose entfue Project site or portion detemined
sufficient to accomrriodate constnrction olr€rations.
Batticades, Waming Sigas, and Lights: Comply witU requirements of authorities having
iutisdiction fot etecting adequarc barricades, ioduding warning signs and
l€htirg.
Temporary Endosures: Ptovide t€mporary enclosucs for ptotection of construction, in
progress and completed, ftom exposwe, foul weadrer, other constnrctbn operations, and
simil^r activities. Ptovide temporary weathettight endosute for building extccior.
Temporary Fire Protection: Install and maintain t€dpotary fircarotectiron facilities of
types needed to protect against rcasooably predictable and contollable file losses. C"-ply
withNFPA 241.
1. Prohibit smoking il constuction ateas.
TEMPORARY FACILITIES AND CONTROIS 01500 - 3
TrDaschttects
Vail, Colorado
970479-7387
2.
o Booth CrcekTorrnhomes
Exterior Reoovations
Vail, Colotado
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Superise welding operatioos, combustion-type temPotaty heating units, and similar
sources of fite ignition accorditrg to requirements of authotities having jurisdiction
Develop and supervise an overall fire-prwention and -protection progtam fot
personnel at Project site. Revi€w needs x'ith local fite department and establish
procedures to be followed- Instruct persoonel in methods and procedurcs. Post
wetnings and io formation.
OPERATION, TERMINATION, AND REMOVAL
Supervision: Enforce sttict discipline io use of temporary facilities. To rninitnize waste:
and abuse, limit availability of temporary facilities to essential and intended uses.
Maintenatce: Maiotain facilities io good operati'"g condition tmtil temoval
Tetmination and Removd: Remove each temporary faci[ty when need for its service has
ended wheo it has been replaced by authorized use of a pemanent facility, ot no later than
Substantial Completion. Complete ot, if necessary, restone peffiaoent co'nstruction tbat
may have been delayed beceuse of interfenence with tempotaty fdity. Rqnit d"rn.ged
Wor\ clean exposed surfaces, and replace constuction that caonot be saGftctorily
repaited
1- Matedals and facilities that constitute temporary facilities ale prcperty of Contractot
Owner tesepes right to *"ke possession of Ptoject ideotification signs.
2. At Substantid Completion, clean and reoovate petmafl€rrt facilities used during
coostruction petiod. Comply with fioal deaniog requircments sPecified in Division 1
Section "Closeout Plocedutes. "
END OF SECTIONO1SOO
B.
C.
TEMPORARY FACILMES AND CONTROIS 01500 - 4
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Vail, Colorado
974-479-7387
1.2
A
Booth Creek Tovnhomes
Exterior Reoovatioas
Vail, Colorado
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SECTION OI6OO - PRODUCI REOIIIREMENTS
PART 1 - GENEMI
1.1 SUMMARY
A. This Section indudes administrative aad procedural tequiremeots for selection of ptoducts
fot use in Proiecq ptoduct delivery, storage, and handling manufachrets' standard
wa^tanties on products; special waranties; pduct substitutions; and companble podrrcts.
B- See Division 1 Section "Closeout Procedures" for submitting wa.tnnties fot Contact
closeout.
See Divisions 2 eiough 16 Sections fot qrecific tequiremene fot wartanties orr products
and installations specified to be wananted-
DEFINITIONS
Products: Items purchased fot incolporathg hto the Wod<, whether putcbased for
Profect or takeo ftom peviously putchased stock The tetm "ptoduct" indudes the tetms
"matedal," "equipmeog" 'syst€m," and terms of similer intenr
1. Named Products: Items ideotifed by manufactuer's product oame, including make
ot model aumbec or other designation shown or listed in menufactutec's pubtished
ptoduct literature, tbat is crurent as of date of the Contract Documens.
2. Nev Products: Items that have not previously beeo iocotporated into aoother
proiect or facility, except tlat prcducts consisting of recycled-content materids ale
allowed uoless explicidy stated otherwise- Ptoducre selsaged or recyded ftom othe.t
ptoiects ate not consideced new products.
3. Compatable Produce Pnoduct that is demonstrated and approved tbtough zubmittal
process, ot whene iodicated as a product substitutio4 to have the indicated qualities
telated to typ€, function, dimensioo, io-seorice perfotmaace, Phytl"l PmPds,
appeararce, and othec charactetistics thet eqqal ot exceed those of specified product-
Substitutions: Changes in products, matedals, equipmeog aad methods of coostruction
ftom those requited by the ConttectDocuoeoe aadpopooedbyConttactot
Basis-of-Desip Product Specificatioo: Whete a specific manufactrnds ptoduct is named
aod accomlnnied by the wotds "basis of design' bchding rnake or nodel nuobet or
other designation, to establish the sipificant quatities telated to type, frmction, dimensioo,
in-serrice physrol prcpefii€s, appeasnce, and othet charac'tedstis fot
puposes of wahrating comlratablc ptoducts of otbe named manufacturet*
PRODUCTREQUIREMENTS 01600 - 1
TtD*cbitrcts
Vail Colotado
970.4.79:t387
Booth Cteek Tovnhomes
Exterior Renovations
VaiL Colomdo
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I.3 SUBMITTAIS
A, Substitution RequesB: Submit tlree copies of each request fot considentior- Identif
product ot fabdcation ot installadon method to be neplaced. tndude Specification Section
nrmbet and title and Drawing numbers and titles.
1. Documentation: Show compliance with requirements fot substinrtions and the
following as applicable:
Statement indicating why specified mat€tie! or Ptoduct cannot be provided.
Cootdination irfotmation, induding a list of changes oi modiEcatioos needed
to other pats of the DTotk and to constructiofl perfotmed by Orraet and
sePahte cont actots that vill be necessary to accommodate poposed
substitution.
Detaibd compadson of significant qudities of proposed substinrtion with
those of the !7ork speci-6ed. Significant quditie may indude attrihses such
as pedormance, *ighg sizq dumbility, visud effecg and specific features and
requhem€nts indicated-
Product Data including drawings and desctiptions of products aod fabtication
and installatioo procedures.
Samples, where applicable or rcquested
Tist of similar insfillatioos for completed proiects witl ploject nnrne5 41d
addtesses and oames and ad&esses of architects and ownets.
Materid test rq)orts from a quallEed tesring agency indicating and intqFeting
test results for compliance with rquinemeots indicated.
Research/evaluation rE ofis evideocing compliance {tith building code in
effect fot Ptoi".t, from a model code orgaaizztbt accqtable to authorities
having iurisdiction-
Detailed compadson of Conttactot's Constnrction Schedule using pro,posed
substitntioo with pto&rcs qpecified fot the \Podr, induding effect on the
overall Contract Time. If specified ptoduct or method of constnrcfion catmot
be provided vithin the Conttaa Time, iodude lettet ftom tnanufrcbrler, on
oanufactnrer's letterlead, stating leck of avaihbility ot dehys in ddirery.
Cost infomratio4 includiog a proposal of change, if ann in the Cootract Sum-
Conttactor's cettificatioo that ploposed substituti,on comp[es wi&
in the Conbct Doorments and is apptoptiete fot applications
indicated.
Co,rrtrrctot's waiver of dglts to additional paym€nt or time that may
subsequendy become necessa^ty because of failure of ploposed substitution to
ptodrrce indicated tesuls.
Architect's Actioo: If aecessaty, Architect will rcquest additional information or
docrmeobtion for evahntion within 7 &ys of rcceipt of a reguest fot substitution.
Architect will aoti$ Conttactor of acdqrtance or reiectiof, of proposed substitution
within 10 &ys of receipt of requesg or 7 days of rcceipt of additiondinfomation or
documeotrtio'q whichever is later.
Form of Acceptance Change Otdet
a.
b.
e.
f.
g.
h.
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,.k
PRODUCTREQUIREMENTS 01600 - 2
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oTtDerchitects
Vd Colorado
97G4.79-7387
Booth Crcek Townhomes
Extedor Reoovations
Vail, Colotado
b. Use ploduct specified if Architect carurot make a decision on use of a
ptoposed zubstinrtion within tine dlocated.
B. Comparable Product Requests: Submit three copies of each request fot consideration.
Identif product or fabtication ot installation metlod to be replaced Include Specification
Section number and titfe and Dnwiognumbets and tides.
1. Arcbitect's Action: If necessary, Architect will rcquest additional infotmation or
docuneotation for evaluation within one week of receipt of a compatable product
request, Architect will oou& Contractor of approval ot refection of ptoposed
companble product request within 7 days of receipt of requesg ot 7 daF of rcceipt
of additional iaformation or docrmeotation, whichevet is later.
^. Form of Appova} As qpecified in Division 1 Section "Submittal Plocedures."
b. Use ptoduct qpecified if Architect cannot make a decision on use of a
coopamble product tquest within time allocated
C. Basis-of-Desigp Ptoduct Specification Submittal Compty with requiteinents io Divisioo 1
Section "Submittal Plocedutes-" Show compliance wi& tequirements.
7,4 QUALITYASSURANCE
A. Compatibility of Options: If Contractor i" giv* option of selecting betw€€n two ot mote
ptoducts fot use on Ploiecg ptoduct selected sbdl be compatible with ptoducts 1nerjously
selected eveo if pteviously selected products were dso options.
1.s PRODUCT DETJVERY, STORAGq AND HANDTJNG
A. Deliver, store, and handle poducts using means and methods that will preeeot dam4ge,
deterioration, and loss, inchrding theft Comply with manufrcturer's wtitten instructions,
B. D"li"*y andHaodling :
1. Schedule delivery to rninimiz.e Long-tem storage at Project site and to pteveot
overcowding of construction slxrces.
2. Coordinate delivery with installatiolr time to ensure minirnurn holding time for items
that are bazatdous, easily damaged, or sensitive to detetiotatioo, theft,
and other losses.
3. Deliver poducts to Proiect site in ao rndaroaged condition in maoufactruet's
otigjnal sealed container or other packaging syst€m, complete wift labels and
instuctions fot baodling storiog unpacking potecting and installing.
4. Inspect products oo delivety to €nsufe compliance with the Conttact Documents
and to ertstrre that producs
"16
pldamaged and prqnly ptotected"
C. Storage:
PRODUCTREQUIREMEN,TS 01600 - 3
TtDxchitects
Vail, Colomdo
970-479:738'
t.
o Booth Cteek Townhomes
Exterior Renovetions
Vail Colorado
Stote poducts to allov fot inspectio,n and measuterneot of quantity e1 6616ting of
units.
Storc matetiels in a mrnnes that will not eodanger Proiect structue.
Storc products that ate subject to .la-rge by th" elements, under cover in a
weathertigbt eoclosrre above grorm4 *ith veotilation adequate to Pfev€nt
condensation-
Stote cementidous ploducts and materials on elevated pladotms-
Store foem plastic ftom exposue to sunlighg excePt to ext€nt necessaty fot petiod
of installation and concealmenL
Comply with ptoduct manufactutds written insttuctions fot temperature, humidity,
ventilation, and weathet-pnotection rcquircm€nb for storage.
Protect stoted products &om damagp and liquids ftom fteezing.
PRODUCTWARRAN'TIES
Watranties sp€ofied in othec Sections shdl be in addition to, and nrfl concarlent vidl,
other waranties requited by the Contract Docrrmerrts. Manufaeturer's discleimets and
limitations on product waranties do not relieve Contnctot of obligations under
rcquilehents of the Contact Documents.
1. Maauhcnret's lfatranty: Ptqrinted wtitten varranty published by individual
mamficturer for a garticular pnoduct aod specificxlly endorsed by manufactrret to
Owner.
2. Special Wananty: Vtitteo vrartanty tequired by ot incorporated into tbe Conbact
Doc,umeots, eithet to extend time limit pr,ovided by manufactutet's wafianty ot to
ptovide more dghts for Orrner.
Special Varanties: Ptepare a writteo document &at contains applopdate tetms aod
identification, cedy fot execrrtion. Submit a dtaft fot approwel before 6nql executioo-
1, Menufacturer's Standatd Form: Modified to include Ptoject-specific infosration
and ptoperly.executed
2. Specified Forn: I?hen specified forms arc incfuded with the Specifications, Prq)are
a wtitteo documeot u ing apptopdate fotm propedy €recuted
3. Refet to Disisions 2 thtough 16 Sections for spccific cootent tequircments aod
partiorlat requirernents for submitting special wacanties.
Submittal Time Comply with rcqufueneots in Disision 1 Sectioo "dooeout Plocedures."
PART2- PRODUCTS
2.1 PRODUCTSELECTIONPROCEDURES
A. Genetal Product Requirements: Ptovide producs that comply with the Contract
Doc-umeots, that are undarnaged aod, rmless othetwise indicate4 tlat are trew at time of
inst^llation-
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3.
4.
5.
6.
7.
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PRODUCT REQI.]IREI\,1EN'TS 01600 - 4
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TtDercbiteds
Vait Colotado
970479-7387
Booth Creek Townhomes
Extedor Renovations
Vai! Colorado
1. Ptovide products complete with accessories, ftim, finish, fasteners, and other items
needed fot a complete installation and indicated use and effecr
2. $tanderd Products: If availablg and unless custob pnoducts or aonstendard options
are specifed" provide standard poducs oftypes that have been ptoduced and used
successfirlly in similar situations on other proiects.
3- Owner resetves the tight to limit selection to products with warmnties not in conflict
with requircmens of the Con@ct Docummts.
4. Whete products are accompanied by the terh 'as selected," A-tchitect will make
selection
5. Where products are accompanied by the term "hatch sample'tt sample to be
matched is Architect's.
6. Desctiptive, perforhance, and reference staadard in tle Specificatiorts
establish rrsalient chesctensticstt of products.
B. Ptoduct Selection Prccedutes:
7, Product I?here Specifications n une a single product and manufacturet, ptovide the
named product that complies with
2. Manufactutet/Source Where Specifications rlrrn€ a single manufacturcr or soulce,
ptovide a product by the named mailufechrfer or souice that complies with
reguifements.
3. Products: Whete Specifications include a list of nzrnes of both ptoducs and
manufactuters, provide one of the produce listed that complies with rcquLemeots.
4. lvfanufacturers: Wbete Specifications include a list of manufacturets' names, ptovide
a product by one of the maoufachrrem listed that complies with requitements.
5. Available Products: Whe,re Specificatio,ns include a list of names of both poducts
and manufactuets, ptovide one of the poducts listed, ot an uilramd producg that
complies with tequirements. Comply with provisions in Patt 2 "Comparable
Prodrrcts" Article for considecation of an rmnamed ptoducr
6. Available Meoufactufers: Vhele Specificatioas indude a list of oarrubctuets,
ptovide a ptoduct by one of the manufictutes liste4 ot an uonamed manufactrrer,
tlat complies with tequitements. Comply with provisions m Pat2 "Compatable
Ptoducts" Artide for co,nsideration of m rronamedpr ,oduct7. Product Options: Where Specifications indicate &at sizes, p!o6l€s, and dimensiood
rcquiremeots on Dtawings are based on a specific ploduct ot sFteh, ptovide the
specified ptoduct or sFtem. Comply with povisions tn P^tt2 uPtoduct
Substitutioos" Article fot consideration of an unnamed ptoduct ot system"
8. Basis-of-Design Product Wherc Specifications rlame L ptoduct and include a list of
manufacnrterq ptovide the specified product ot e comparable product by one of the
e1f,61 named manufactulets. Driwings and Specificatioas indicate sizes, profiles,
dimensions, and other charactedstics that are based on the ptoduci named- Comply
with provisions in Pat 2 "Comparable Producsn Article fot consideratioo of an
"nnamed Ptoduct by the othet named manufaclters
9. Visud Matchhg Specification: Whete Specifications require matching an established
Sample, select a p'rodroct that comp[es with requirements and matches Architect's
sample. Architect's decision will be final o'o whethet a ptoposed product hatches.
PRODUCTREQUIREMEN'TS 01600 - 5
TtDarchitects
Vail,Colotado
970-4.79-7387
Booth Cteek Townhooes
Extedor Renovations
Vai! Colotado
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2.2
^. If no product available within specified category matches and conplies urith
othet specified requfuements, comply with provisions ra Patt 2 "Product
Substitutions" Attide for proposd of ptoduct.
10. Visual Selection Specification: Where Specifications include the phrase "as selested
ftom manufacturerts colors, pattems, textules" or a similar phrase, select a product
that complies with other specified requitemeots.
^. Standatd Range Whete Specifications include the phtase "standatd range of
colots, pattems, te)rtutes" or similar pbrase, Architect vill select colot, Ivattem'
density, or texhre ftom manufacturerts product line that does not indude
premiun items.
b. Full Range Where Specifications include the pbrase "full range of colom,
pattedrs, textures" ot similat phrase, Atchitect will select color, pattetn,
density, or texture &om maoufacturct's ptoduct line that indudes both
standetd and ptemium items.
PRODUCT SIJBSTITUTIONS
Trming: Architect vill consider requests fot sutistitutbn if received viftin 10 days aftet
cobneocerneot of the l7odr Requests received aftet tlat time may be considered or
rcjected at disctetion of Architecr
Conditions: Architect will consider Contractor's request for substitution vhen the
follo.ring conditions ate satisfied. If fte following conditions ete flot satisfid Architect
will retum requests without actio'o, except to recotd with these
requiteneo.ts:
1. Requested substinrtion offers Owner a subsantid advntzge in cosl time, energr
conservation, or othet considerations, afur deducting additional rcsponsibiliti€s
Owner must assrxne. Oumer's additional responsibilities may include compensation
to Architect for redesigp and evabtion serviceq increesed cost of other
constnrction by Owner, and similar considestions.
2. Requested substitution does not requirc €xtensiv€ rerisions to the Contract
Documents
3. Requested substitution is consisteot with the Contact Documents aad vill produce
indicated tesuls.
4- Substitutio'n request is fully docunented and propetly submitted.
5. Reguested substitution will not adversely af[ect Contactor's Construction Schedule.
6. Requ.ested substitution has rcceieed necessely approvals of authotities haviog
judsdiction.
7. Reguested substitution is compatible with othe.t pottions of the Vot&-
8. Requested substitution has been cootdioated with othet pottio,ns of the Work-
9. Requested substitutio,n provides specified watanty.
B.
PRODUCTREQUIREMENTS 01600 - 6
1.
3.
4.
5.
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TrDatchitects
Vd Colorado
970-479-7387
Booth Creek Tovrnhomes
Exterior Renovations
Vail, Colotado
2.3 COMPARABLEPRODUCTS
A- Conditions: Architect will consider Contractor's nequest for compatable ptoduct when the
following conditions ate satisfied If the following conditioos are not satisfie4 Architect
will renrm fequests without action, except to record noncompliance with these
requbements:
Evidence that the ptoposed ptoduct does not tequire exteosive tevisions to the
Contact Documents, that it is consistent with the Contract Docrrments and will
produce the indicated tesults, and that it is compatible with othet portions of the
Work
Detailed comparison of significant qualities of proposed product vith those named
in the Specifications. Siggificant qualities include attributes such as perfomaoce,
*dghg size, durability, visual effecg and specific features and requitemene indicated.
Evidence tlat proposed product ptovides specified wattanty.
List of similat installations for completed proiects with ptoject names aod addtesses
and oames and addresses of architects aad owners, if requested,
Samples, if requested.
PART 3 - EIGCUTION (t{ot Used)
END OF SECTION 01600
PRODUCTREQUIREMENTS 01600 - 7
3.7
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SECTION MTOO . E'(ECUTION REOUIREMENTS
PART 1 . GENERAL
1.1 SUMMARY
A. This Section indudes general procedural requitements goveming executiotr of the Wotk
induding but not limited to, the following
7. Geaetal instrllation of products.
2. Progress dsaning.
3. Ptotection of installed construction.
4. Corection of the l7oth
PART 2 - PRODUCTS (Not Used)
PART3-EXECUTION
TtDat&itects
Vail, Colotado
97U479-7387
3.2
A.
Bootl Creek Townhomes
Exteriot Renovations
Vai! Colotado
EXAMINATION
Existiog Conditions: The existence and location of site improvemmts, utilities, and othet
construction indicated as existitg are not guaranteed" Before beginning wotk, investigate
and vedf tle existence and location of mechanical and electtical systehs aod gther
consfiuction affectiag the Vork
7. Before construction" verif the location aod points of conoection of utility services.
Acceptance of Conditioos: Examine substrates, ateas, znd conditioms, with Installer ot
Applicatot prcsent wherc indicate4 for complience with requitements for installation
tolennces aod othet conditions affecting perfomance- Record obsew"ations.
1. Veri$ compatibility witl and suitzbitity of zubsttates, including compatibility with
exisung finishes ot primes.
2- F-xem'ine walls, floors, and toofs for sitable conditions whete products and systems
ate to be installed-
3. Proceed qdtl installation only aftet tmsatisfactoty conditions have been cofiectd
prcggs.ling v/ith the Work indicates acceptance of sutfaces and conditions.
PREPARATION
Field Measuements; Take field measutements as tequired to fit the Wo& propedy.
Recheck measurements before installing each ptoducr Where potioas of the Vort are
indicated to fit to othet constnrction , verfi dimeosions of other construction by field
E)GCUTION REQUIREMENTS 01700 - I
TrDatcbirccts
Vail, Coloado
970479-7387
Bootl Creek Townhomes
Exteriot Reoovatio,ns
Vail Colomdo
with consttuction
of items shoqrn
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meastrtements before fabrication Coordinate fabdcation schedule
ptogress to avoid delaying theWotk
B. Space Requiremeots: Verifr space tequitements and dimensions
diaganmaticatty on Drawings.
C. Review of Contract Docuoeots and Field Conditions: Immediately c'n discovery of the
need fot clad6cation of the Contract Oocuments, submit a request fot infornation to
AichitecL Indude a detailed desctiption of problem encountered togethet with
rccommendations for changing ttre Contract Docum€nts.
3.3 INSTALI..ATION
A- G€neral Locate the Wo* and components of the Worl accurrtely, in correct alignment
and elevation, as indicated.
Makevettical wotk pftrmb and make horizontel work level
Whete space is limite4 insall componeots tcr rnrximize spacc aveilable fot
tnaintr.n'rnc6 and ease of removal fot tqilacemene _ ,r.
3. Conceal pipes, ducts, andwftingin finished ateas, unless othetwise indicated.
Co*ply vith manufactrret's written insttuctioos and rccommendations for installing
ptoducts in applications iadiceted.
Install products at the time and rmdec conditions that will ensute the best possible results.
Maintain conditions required fot ptoduct perfotmance until Substantid Comphtion-
Conduct aonstruction opeations so oo part of the Work is subfected 16 rlamaging
opetations or loading in excess of that expected dudng aotmal conditions of ocorpaocl.
Tools and Equipment Do not use tools ot equip'ment that ptoduce hamfirl noise levels.
Anchors and Fasteners: Provide anchots and fasteoers as tequirEd to anchot each
componetrt secutdy io plr"g acctrtately located and align€d with othec pottio,ns of the
Wo'*-
1. Mormting Heig ts: Where mounting heights are oot indicated, mount cotnPon€nts
at heiglts ditected by Architecr
2. Allow fot building mov€ment, induding th€tfiel expaosion and contraction
Joints: Make ioins of uniform width. Where ioint locations in exposed work are oot
indicated, atrange ioints fot the best visud effect Fit exposed conflectioos togethe to
form haidine joints-
H. Hazatdous Matetials: Use products, cleaners, and installation matetials that are not
considercd h"zardous"
t.
2.
D.
E.
F.
G.
EXECUTION REQUIREMENTS otTw -2
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TrDxcbitects
Vail Colorado
97r79-7387
Booth CrcekTowohomes
Exteriot Reoovations
Vail, Colorado
3.4 PROGRESS CLEANING
A. Generat Clean Prcject site atrd work ateas daily, induding common areas. Coordinate
pro{Fess clealiry fot joint-use aleas where hote rhrn one installet hes worked. Eafolce
requirements rtri.dy. Disposc of materials lawfulty.
1- Comply with requirements in NFPA 241 fot xelmroval of combustible waste matetials
and debds.
2. Do not hold matetials rnote than 7 deys during normal weather or 3 days if the
temperature is expected to dse above 80 deg F.
3. Containerize hazardous and unsanitary vaste saterids separatdy from othet waste.
Mark containers appropriately and dispose of legally, accotding to rqulations.
B. Site: Maintain Profect site &ee of waste matedals aod debris.
C. ITork Areas: Clean ateas where rrork is in progress to the level of cleaniiness necessary fot
propet execution of the\Fork
1. Remove Iiquid qpills promptty.
2. Where dust would impait proper €x€clrtioo of the Work, broom-clean or vacuum the
entire work area, as applo,priate.
D. Installed Worh Keep installed vork dean. Cleao instalhd surhces according to w'titteo
insttuctions of manufactuer ot fabdcator of goduct installe4 u 'ng only cleanitrg
rnatetials specificdly rccommeoded- If specific derf,ing mrtef,izls are not recommenae4
use deaning matedels that are not hazardous to heelth ot propetty and that vill not
dotnoge exposed surfaces.
E. Concealed Spaces: Remove debris &om concealed E ac€s befoie enclosing the space.
F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to
eosute fteedom ftom damrge and detedo,ration at time of Substantial Completion.
G. !7aste Disposa} Buryio-g or buning waste materials on-site will aot be petrniaed"
Washing waste matedals down sewers ot into vetetwaF will not be permitted.
H. Duiiry handling and installatioo, deao and !rctect constructioo in progtess and adjoining
matedds ^lt*$ in place Apply protective covedng where tequired to ensure ptotection
ftom d?"nrge or dercrioration at Substantiel Completioo-
I. Limiting F.rlrosures: Supervise construction ope$tiotrs to assr$e tbat no patt of the
consftuction" completed ot io ptogtess, is subiect to harnful, dangetous, d^mngrn& ot
othetwise deletedous exposule duting the construction period-
PROTECTION OF INSTALLED CONSIRUCTION
A. Provide fin^l ptotection and maintain conditioos tlat ensure installed Votk is without
demage or detedoratioo at time of Substantiel Completion-
EXECUTION REQUIREMENTS 01700 - 3
TtDztchite*
Vail Colorado
970479-7387
Boott Cteek Tovrnhomes
Exteriot Renovations
Vail, Colorado
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B. Comply with manufactuter's wtitten instnrctions fot temperature and relative humidity.
CORRECTION OFTI{EWORK
Repait or refirove and rcplace defective cotrstnrction. Restore damaged substtates and
finishes- Comply with requitemeots in Division 1 Section "Cutting and Petching."
l- Repafuing includes repl,acing defective parb, rcfinishing dam4ged srtfaces, touching
up with matching materials, aod ptopedy adiustittg operatiog equipmenr
Restote petmaneot facilities used duting constuction to theit specified condition.
Reoove aod rq>lace darnaged surfaces that ate exposed to view if surfaces c^nnot be
tepaited without visrhle eeideflce of tepair.
Repair compooents tbet do not operate propedy. Remove and tqilace opemting
components that caonot be rcpaifed
Remove and replace chipped, scutched, and btoken ghss ot teflective surfaces.
END OF SECTIONMTOO
B.
C.
D.
EXECUTION REQUIREMENTS 01700 - 4
A.
B.
D.
1.1
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TtDatchitects
Vait Colotado
970.4.79-7387
Booth Creek Townhomes
Extedot Renovations
Vait Colorado
SECTION M731 - CUTTING AND PATCHING
PART1 -GENERAL
7.2
A.
B.
SUMMARY
This Section indudes procedutal requirements fot cutting and patching.
See Divisions 2 through 16 Sections for qpecific and limitations applicable to
cutting and patching individual parts of the Work.
QUALITYASSURANCE
Structural Elements: Do not cut aod patch structutal eleoaents in a manner that could
change &eir load-catrying capacity or load-deflection ratio-
Opetational Elements: Do not cut and parch operating elemeots and related cohponents
ir a manner that results in reducing theit capacity to perforttt as intended or tlat results io
inoeased rnrintenance ot decreased qnrational life ot safety.
Miscelhneous Elements: Do not cut end patch miscellaneous elements or rclated
components in a marmet tlat could change their load-carying capacify, that results in
reducing their capacity to perform as intended, of that rcsults in increased tnainrenance or
deceased opentional life or safety.
Visual Requiremens: Do oot cut and patch construction in a manner that resuks in visual
evidence of cuttiag and petching. Do not cut and patch construction exposed on the
exterior or in occupied spaces io a rn4nner that would, in Architect's opinioq teduce the
building's aesthetic qualities. Remove and replace consttuction that has been cut and
patched in a visually unsatish*oty rnarner.
1.3 WARRANTY
A. Existing Watrantiesl Remove, rqilace, patch, and tepait matetids and surfaces cut ot
damaged fuiog cuttiog aod patching opemtio,ns, by methods and vrith materials so as not
to void existing waranties.
PART2 _ PRODUCTS
2.1 MATERTAIS
A. General Co,mply vith tequiteoeots specified in other Sections.
CUTIING AND PATCHING 01731 - 1
TtDat&itects
Vail Colotado
3.2
A.
B.
Booth Cteek Townhornes
Exteriot Renovations
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970479-7387 Vail Colorado
B, In-Phce Matetials: Use matetids identical to in-place matedds- For exposed sutfaces, use
matetials that visually match in-place adjacent sudeces to &e frrllest cxtent Possfuie.
7. If identical materids are unavailable or carmot be use4 use fult€rials thag when
installed will match the visual and frnctiooal petfotmance of in-place Eateiials.
PART3 - EXECUTION
3.1 EXAMINATION
A. Examine surfaces to be cut and patched and conditions under which cutting and parching
are to be perfotmed
1. Compatibility: Before patchiog veti$ compatibility with and suitability of
substtates, including compatibility with in-plece foish€s or primers.
2. Proceed with installation onlv after rmsafe or "nsatisfrctory co'nditio'ns bave been
corrected.
D.
PRBPARATION
Tempomry Sqpporc Ptovide t€bporery support ofVork to be cut-
Prqtection: Ptotect io-place construction duting cutting and patching to pteveot dalragg
Pnovide protection ftom advece weathec conditions for po,rtions of Proiect that might be
exposed duting cuttiog and patching
Adfoining Areas: Avoid intetfetence with use of adioining aneas or interruption of ftee
passage to adioining areas.
E"irti"C Utility Setvic€s and Mechanical/Elecftical Systems: Where existing
servicesr/systerns ate rcquired to be temove4 tdocate4 ot abandond bypass such
sewices/systeos befote cutting to minimize fu166sp6or1 to occupied
3.3 PERFORMANCE
A. C'ener-al: Employ skilled workes to perforn cutting and patching. Proceed with cuning
and patching at the eadiest feasible time, and complete without delay.
1. Cut in-place construction to provide for installation of other componelrts or
pedotmance of other constructioo, and zubsequently put"h as tequired to testore
sutfaces to their odginal condition.
B. Cutting Cut io-place consttuction by sawing dtillin& breakif,& chbpin& gdnd$&- - and
similat operations, induding excavation, using me&ods least likely ts damage elements
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ICUTTINGANDPATCHING0773r -2
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fr2architecs
VaiL Colotado
970-479:7387
Booth Creek Townhomes
Extedot Renovations
VaL Colorado
tetained or adioining constuction. If possible, triev proposed ptocedues with origind
Installeq comply with odginal Installet's written recornmeodations.
1. In gened use hand or small powet tools designed fot sawiag aod grinding not
ha$neting and chopping. Cut holes aad slots as small as possible, neady to size
refpire4 and vrith rninirn 'tn disturbance of adjacent sutfaces. Tempotatily covet
op€oings wh€al not in use.
2. Finished Surfaces: Cut or drill ftom the exposed ot finished side into concealed
surfaces.
3, Conccete or Masonry: Cut using a cutting rnachine, zuch as ao abtasive sav or a
dierno,nd-cote ddll.
4. Mecbanical and Electdcal Serices: Cut offpipe ot conduit in walls or partitions to
be removed. Cap, va,lve., oi plug and sed iemaining portion of pip" ot conduit to
pnevent enEance of moisture ot other forcip nattet aftet ottting.
5. Ptoceed vith patching aftet consttuction opemtions requiting cutting ate comPlete.
C. Patching Patch consftuctioa by fillin& r€pafuing rcfinishing dcing up, and sirniltr
operations follordng per'fotmance of other Work- Patch with duable seams tlat are as
invisible as possible. Ptovide materids and comply with installation rcquirements specified
in othec Sections.
t. Inspection: Whete feasibl,e, test arad inse€ct patched areas aftet completion to
demonsttate integtity of installation.
2- F'.-Tosed Finishes: Restole exposed finishes of patched ateas and exteod 6nish
testoration hto tetained adioining constructiofl in a rnanner that will eliminarc
evideoce of patchiog and refinishing.
3. Floots and Wdls: !?here wdls or pattitions that ale temoved ext€od one finished
area into another, patch and tepair floor and wdl surhces in the new space. Ptovide
an €v€n surface of rmiform fnish, color, textwe, and appearance. Remove in-place
floor and wall covedqgs and replace with new batetids, if necessaty, to achieve
unifotm colot and appearaace-
4. Extetior Buildng Enclosus Pztch componeots is a rn-nner that restores enclosure
to a weathertiglt condition-
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D. Cleening: Clean ateas and spaces where cutting aod patcLing ate petfotmed. Co-pLte}y
rcmove paing mortar, oils, putty, lad simil* matedals.
END OF SECTIONOf3T
CUTTINGAND PATCHING 0r73r - 3
r TrDatcjiterc
VaiL Colondo
I lr,o-47s-73s7
Booth Creek Townhomes
Exteriot Renovations
Yail, Colondo
SECTION 01732 - SELECTIVE DEMOLITIONI
I
PART1 -GENERAL
1.1 SUMMARY
I
I A. This Section includes the follovring
1. Demolition and temoval of selected portions 6f [filrling ot structute-
I.2 DEFINITIONS
f A, Remove: Detach items from existing constmction and legally di"po* of them off-site,
uoless indicated to be removed and salvaged ot rcmoved and reinstalled.
t B. Remove and Salvage Detach items 6sm sxisring construction and deliver thelrr to Owner,
I C. Remove and Reinstall Detach items ftom existing prqtare tlem fot teuse,
t andrcinstallthemwheeindicated-
I D. F'.risting to Remain: F.nsting items of construction that are not to be removed and that ate
I not otherurise indicated to be remove4 rcmoved and salvags4 ot temoved aod teinstalled.
I 1.3 QUALTTYASSTTRANCE
A. Demoltion Fitm Qualificatioos: An expedenced fitm that has spccialized in demolition
I wotk qimilot 11 material and externt to thaiindicated for this koiecrI
B. Regulatory Requirements: Comply with govming EPA notification rcgulations before
I bginning selective demolition- C"mpV witl heuling and disposal tegulations of
I autlorities haviog iutisdiction-
I C. Standads: ComplywithANSIAl0.6andNFPA24l.
I
I r.4 PROJECTCONDffiONS
I A. Owner will occupy portions of building immediatety z$zcnt to selective demolition area.
- Conduct selective demolition so Owner's opeetions will not be distupted"rt B. Conditions existing at time of ioErcction for bidding purpose will be maintained by Owner
I as far as pmctical.
r C. Noti$ Atchitect of discrepancies between existing conditioos and Dnwings before
proceeding wittr selective demolition.
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SFT.FCTIV-EDEMOLITTON 01732-l
I
TtDatchite*
Vail Colotado
97r.79-7387
Booth Creek Townhomes
Extedor Renovations
Vail, Colotado
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D. Hazardous Matedals: It is uoknown whether hazatdous materials will be encouotered in
the Work.
1. If matetids suspected of containing hazardous matetials ate eocountef,e4 do not
disnrrb; iffndiately notif Architect and Ownet. Owner will temove hazardous
haterials rmdet a sepaJ:ate conftacl
E. Stonge or sale of temoved items ot materials on-site is not pemritted-
F. Utility Service Maintain existing utilities indicated to temain in service and ptotect them
againel 'lanage dudng selective demolition operatio,ns-
1.5 IqARRAN'TY
A. Existing Wattanties: Rehove, replace, parc\ and repait matedds and sutfaces cut ot
damagrd duriag selective demolition" by methods and srith materiels so as oot to void
existing warranties.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
E)ilMINATION
Sutvey existing conditions and cotrelate with requii€ments indicated to detetmine exteot of
selective dernolitioo required.
Vheo unanticipated mechanical, electricat or structutal eloenb that co'nflict vi6
inteoded function ot design are encounteted, investigate and measute the natrte end ext€nt
of conflict Promptly submit a wtitten report to Architect
Surey of Existiag Conditions: Recotd existing conditioos by use of lneasued
pteconstmction aod preconsttuction
3.2 UTILITY SERYICES AND MECHANICAL/ELECTRJCAL SYSTEMS
A. Existing Serices/Systems: Maintaio serdces/systems iodicated to iemain and ptotect
them against d^r""ge duting selective de.molition
3.3 PREP)ARATION
A, Site Access and Temporary Controls: Conduct selectiye demolition and debds-rcmovd
operations to ensufe rtrit imum iatetference vith rcads, sfteets, walks, walkways, and othec
adiacent occupied and used facilities.
3.1
SI.]I-ECTIVE DEMOLITION 01732 - 2
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TtD*cbiteas
Vail Colotado
970479-7387
3.5
A.
Booth Crcek Towohomes
Ertetior Reoovations
VaiL Colosdo
1. Comply with requirements fot access and ptotection qpecified in Division 1 Section
'nlemporary Facilities and Conttols."
B. Tempotaty Facilities: Ptovide t€mpoiary baricades and other protectioa requircd to
prevent iniury to people 21d damage to adfaceot buildiqgs and facilities to remain.
C. Temporary Shoting Provide 41d tn intain shoring btacing and structurel supPorts as
required to presesve sbbility aad plev€dt movehent, setdeoeot, or collapse of
constructiof and finishes to ftmaifl, and to prevent rme4)ected or rmconftolled movemeot
ot colhpse of constnrctioo beiog d€molished.
3.4 SELECTIVEDEMOLITION
A. Generat Demolish and rcmove €xisting constnrction only to the exteot tequited by new
- constnrction and as indicated. Use methods requhed to complete the Wotk within
limiations of ggveming tquletions and as follows:
1. Neatly cut openings and holes phmb, squale, aod tnre to dimensions tequired- Use
cutting oethods hast likely to .larnage corxtruction to rcmain ot adjoining
constructioo. Use hand tools or small power tools desigaed fot sawing or grinding
169 hamrnering and choppiqg 16 minirnizs distutbance of adiaceot surfaces.
T.lt poradly cover op€oings to resaif,-
2. Cut or drill &om the exposed ot finished side into concealed sutfaces to avoid
tnaring existing finished sutfaces.
B. Existiog Items to Remain: Protect constuctioo indicated to rcmain aFi.tt rLmage and
soiling druing selective deoo[tion. !7hen pemitted by Architecg items may be temoved
to a zuitable, protectd storage location during selective deinolitioo and deaned and
teinstalled it their otigjnal locatirons after selective demolition qrcratlcns ere complee
DISPOSAL OF DEMOLISHED MATERIAIS
Genetal Except for items or matedals indicated to be teused salvagf4 neinstalle4 ot
otherwise indicated to rcmain Ownet's prop€rty, ne@ove demolished mtedds ftom
ptole.t site and legdly dlpose of them in an EPA-approved landfilt
B rning: Do not bum derqolished b.t€rials.
Disposal Transport dernolished mfierials off Owner's ptoperty and legally dispose of
them.
CLEANING
A. Clean adiaccnt suucturcs and improvements of dusg dirg and debtis caused by selective
demolition opeiratio,ns. Reftrn ad'rrcelllt anens to condition existing befote selective
demolition operations began.
B.
C.
SELECTIYEDEMOIITION 01732 - 3
Tr:Darchitects
Vail, Colomdo
970479-7387
END OF SECTIONOIT3'T
Booth Crce&Torrnhomes
Extedor Renovations
Vail, Colonado
SELBCTIVEDEMOLITION u732-4
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TtDatcbitect
ValColotado
nr.79-7387
1.2
A.
Booth Creek Townhomes
Extedor Reoovations
Vail, Colotado
SECTION O1T7O. CLOSEOUT PROCEDURES
PART1 -GENERAL
1.1 SUMMARY
A. This Section indudes administrative and procedural requiremeots for contract closeoug
including but not libited to, the follou'ing:
7. l7aranties.
2. Final deaning.
B. See Division 1 Section f'Payment Procedutes" for requirements fot Applications for
Payment for Substantial and Final Completioo-
See Divisioo 1 Section "Profect Recotd Documents" fot submitting Record Dtawiogst
Recotd Speci.Ecations, and Recotd Product Data-
See Division 1 Section "Optation and Maintenance Datau for opemtion and meinte.naoce
manual requirements,
See Divisions 2 thrcugh 16 Sections fot specific closeout and special cleaning tequirements
fot the Wotk in those Sections.
SUBSTANTIAL COMPLETION
Pteliminary Procedutes: Before rcquestiog inspecti,on fot determiniog date of Substaatid
Completion, cohplete the folowing. List items below that ate incomplete in tquest
1. Prepare a list of items to be completed and cotrected (prmch list), the value of items
on the lisg aod r,easons why the Wotk is not complete-
2. Advis€ Owner of peodiog insurance clangeover rquirements.
3. Submit specific wartandes, worloanship bondsn mointenance service 4gfecm€ots,
€n"l certifications, 2sd similer doclments.
4. Obtain aod submit rcleases pffmitting Owner rmtestticted use of the Votk and
access to sewices and utilities. Include occupancy petmits, operafiqg cettificates, and
similardeases.
5. Prepare and submit Proiect Recotd Docrrments, opetatioo afld tnaintenance
manuaJs, Final Completioo coostnrction photogap\ damage ot settlement surveys,
proPertt, surveys, and sitniler final rccord infotmatircn
6. Ddivet tools, slnre parts, extta bet€rial$ and sirnilat items to location designated by
Owner Label with manufacturer's name and modd number where applcable'
7. Tmioate and remove rerrForary f4cilities ftom Ptoject site, doog with mockqls,
construction tools, and sirniLt elements.
8. Complete 5sl de"ning requfuemeob, induding touchup p"i"ti.C-
CI,OSEOUTPROCEDURES 07770 - 7
l|'r2architecs
Vail Colorado
970479-7387
Booth Cteek Townhomes
Exterior Renovations
Vail, Colotado
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1.3
9. Touch qr aod otherwise repait and restore mared exposed finishes to eliminate
visual defects.
B. Inspection: Submit a written request for inspection for Substantial Completion. On
rcceipt of requesg Architect will eithet proceed with inspection ot noti$ Contractor of
unfulfilled tequirements. Architect will prepare the Certificate of Substantial Completion
aftet inspection or will notifr Cootactor of items, either on Conbctor's list or additional
items identified by Architecq that must be completed or cottected before cettificate vill be
issued.
7. Reinspection: Request reinspection when the Work identified in previous
inspections as incomplete is completed ot corected-
2. Results of completed inspection will fotm the basis of requirements fot Find
Completion.
FINALCOMPIfiTION
Preliminery Procedues: Before requesting find inspection fot determining date of Final
Completion, complete the follouring
7. Subnit a final Application fot Payment to Disision 1 Seaion "Paymeat
Procedutes."
2. Submit certiEed copy of Architect's Substential Completion inspection list of itos
to be completcd or corected (p"o.h list), endorsed'and &ted \ Architecr The
certified copy of the list shall state that each item has b€en complaed ot othersise
tesolved for acceptance.
3. Instmct Owneds personnel in operatioU adjustmeng aod naintenaoce of ptoducts,
equrpmeoq and systems.
Inspection: Submit a wdtten ftquest for 6nal inspection for accq)tance On rcceipt of
tequesg Atchitect will either proceed with inspection or noti$ Cootractor of unfirlfilled
requitements. Architect will prepare a final Certificate forPayment aftec inspectioo or will
notif Contractor of co'nsftuctiocr that must be complaed or corrected befote certificate
will be issued.
1. Reinspection: Request teinspection when the Votk identified in previous
inspections as incomplete is completed or coraected.
t.4 LrsT oF INCOMPLETE rTEMS (ptrNCH LrST)
A. Preparation: Submit three copies of lisr Include name and identification of each space
and area affected by coostnrction operatioos for incomplete ircms and items needing
correction induding if necessary, ateas distutbed by Conttactot that are outside the limits
of construction.
1. Organize list of spaces in sequeotial order.
CLOSEOUTPROCEDT]RES 01770 - 2
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lhDatchitects
Vait Coloredo
970-479-7387
Booth CreekTovnhomes
Exterior Renovations
Vail Colorado
1.5 WARRANTIES
Submittal Time Submit vrtitten wananties oo rcqu€st of Architect fot designated potions
of the lTotk where comfirencement of wattaoties othet tha. date of Subatantial
Completion is indicated.
Orylmir,e warrioty documents into aa ordedy sqluence based on the table of contenb of
the Ptoject Manual
1. Bind waryanties and bonds in heavyduty, 3-tiag vinyl-coveted, looseJeaf bindes,
thickness as oeaessart to accommo&te cdot€nts, and sized to receive A1/2-by-11-
inch papet
2. Provide hooy p"po dividets with plastic-covered tabs for each separate warranty-
Matk tab to identi$ the ptoduct pt instdlation. Provide a typed description of the
product ot installatioo, iocludhg the naoe of the paoduct and the name, address,
and telephone number of Installer.
3. Identi$ eech binder on the ftont and spine with the typed ot ptinted title
'WARMN'TIES," p1qi6s1name, aad name of Contractor.
Provide additional copies of each watranty b include in operation 4nd rnrinten^n..
manuds.
PART2 -PRODUCTS
PART 3 - EXECUTION
3.1 FINALCLEANING
A. Generet Provide final cleaning. Conduct d€aning and waste-removal operations to
compll with local laws aod otdioances and Fedetal and local eovitonmeotal and
antipollution rcgulations.
1. Complete the following d€aning operetions before tequesting inspectioo fot
cettification of Substantial Complaircn for entfue Proiect or for a pottio'n of Project
L. Clean Ptoiect sitq yar4 and grormds, in areas distubed by constuction
activities, induding landscape ateas, of nrbbislL wese metedd,
litter, and othet foteigo. subst4nces.
2.I MATERIAIS
A. Cleanhg Agents: Use cleaniog Fatffials and agents recomrneoded by manufachrrcr ot
fabticator of the surfaci to be deaned- Do not use deaniog ageots that ate potentidly
hazardous to health or property or that night damage finished surhccs-
CLOSEOUTPROCEDI.]RES 01770 - 3
TrDatchitects
Vail, Colondo
970-479-7387
b.
Boot} Cteek Tovnhomes
Exterior Reoovations
Vail,Coloado
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Sweep paved ereas broom clean. Re.move spills, stains, and
other foreigp deposits.
Rake grorm& that are neither planted nor paved to a smooth, €ven-textuled
surface.
Remove tools, cousttuctioo equiPheog machinery, and su4ilus matedel ftom
Proiect site.
Remove snow and ice to provide safe access to buildbg-
Clean exposed extetior and interiot hard-sudac€d finishes to a ditt-ftee
conditioo, ftee of stains, films, and sirnilzt foteip subsboces. Avoid
distu$ing natrral weathedng of extedor smfaces. Restore rcflective surhces
to their otiginal coodition.
Remove debris and surface dust ftom limited access sPac€s' including rcofs,
plenums, shaftC tteoches, equipmeot wauks, maoholes, attics, aod sfunilat
sPaces.
Vacrrum carpet and sitnihr sqft sutfaces, temovirg debds aod excess oapj
shampoo if vffile soil or sbins rcNnain
Clean tranqpar€ot maredds, indudingoinon and gfass in doon and windovs.
Remove gh?ig,g compounds and other noticeablg vision-obscuting materids.
Replace chippod or blokeo glass and othet &maged rraosltaredt oatedals.
Polish mirots and gfus, r^king cate not to scratch surfaces.
Remove labels tbat are not permaoeoe
Touch up aod othetw:ise tepait aod rcstorc natle4 exPosed finishes and
surhces. Rqrhce frnishes and suf,fac€s that caooot be satisfacorily repaited or
lestored or tlat drcady show evid€ace of repait ot testoation-
Leave Ptoject de n and ready fot ocanpaocy
Comply with safety standatds fot cleaning. Do not butn waste matedals. Do oot buty
debtis ot excess rnatedab oo Owoer's ptoPeity, Do not discharye vohtilg harnt'|, or
dangelous materials it1q r*-rinT ge systerns. Remove waste matedds ftom Prciect site aod
dispose of hwfirlly.
END OF SECTIONO1TTO
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CLOSEOUTPROCEDIIRES 01770 - 4
I rrDarcbiteqs
I ;#"83#"
I PART' -GENERAL
I L7 SUMMARY
SECTION O55OO - METAL FABRICdTIONS
Booth Creek Townhomes
Exteriot Reoovations
VaiL Colorado
I A. This Section includes the following
I 1. Miscellaneous steel framing and supports.
T1 2. Steel weld plates and angles.
I 3. Miscellaneous steel trim-
I B. See Division 5 Section "Otnamental Metd" for ornameotal metal items.
I C. See Division 5 Section "Omamental Railings" for omamental metal railings.
I 1.2 St'BMITTAIS
I A. Shop Dnwings: Include phns, elevations, sections, and details of metal fabricati,ons and
I their connections. Show ancborage and accessoty items.
I PARr2-PRoDUCrs
I 2.1 MANUFACTUREFs
I A. In other Pat 2 atides whete titles below intoduce lists, the following tequirements apply
I to otoduct selection:
1. Available Products: Subject to compliance with rcquiremeos, products that may be
inco4>otated into the Work indude but are not limited to, products specified.
2- Ptoducts: Subiect to compliance with tequirements, ptovide one of the ptoducts
specified-
3. Available Manufactrrers: Subfect to compliance with requitemeots, manufacturets
offedng products that may be incotporated into the Work indude, but are oot
lihited to, rnanuf2gtul€ts specified-
4. Manufacturets: Subiect to compliance with tequfuemeots, ptovide ptoducts by one
of the manufactures specified.
I 2.2 METAIS
I A. Meal Surfaces, General Ptovide mate.rials with smooth flat sutfaces without blemishes.
I B. Ferous Metals:
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METALFABRTCATIoNS 05500 - 1
TtDxcbitects
Vail Colorado
970-479-73W
Booth Creek Torrnhomes
Extedor Reoovations
Vail Colorado
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2.3
2-4
1. Steel Plates, Shapes, and Bats: ASTM A 36/ A 36M.
2. Steel Tubing ASTM A 500, cold-fotmed steel hrbing-
3. Sted Pipe: ASTMA 53/A53M, standard weight (Schedule40), unless anothet
weiglt is indicated or tequired by structurd loads.
C. Nonferous Metals:
1. AluminumExttusions: ASTMB22T,alloy 6063:f6.
2. Alumintro-Alloy Rolled Ttead Plate ASTM B 632/B 632M, alloy ffi61:f6'
3. Alumimrm Castings: ASTM B 26/826M, lJloy,l43.0-F.
FASTENERS
Geoerat Type 304 stainless-steel fasteners fot exteriot us€ and zinc-plated fasteners with
coating complying with ASTM B 633, Class Fe[7-n 5, at extedot walls. Ptovide steinless-
steel fastenets for fastening ahmiaurn. Select fastenef,s for type, grade, and class requited
MISCFI I N{EOUS MATERI.AIS
Zinc-Rich Pdmer: Complying with SSPC-Paint 20 or SSPC-Paint 29 ard compatible with
toPcoat.
1. Availeble Ptoducts:
^. Benjamio Moote & Co.; Epoxy Tinc-Rich Ptimet CMIS/lg.
b. Catboline Companp Cafidnc62l.
c. ICI Devoe Coetings; Catha-Coat 313.
d. Intemationd Coatings Lihite{ Interzinc 315 Epory Zinc-Rich Ptimer.
e. PPG Architectutd Finishes, Inc.; Aqrmpon 7.inc-Rich Primet 97-670.
f. Sheryio-l7illiarns Comgany (fhe); Corcthane I GalvaPac Zhc Ptimer.
g. Tnemec Compann Inc.; Tneme-Zinc 90-9?.
h. ot equivalent
Galvaniziog Repait Paint SSPC-Paint 2Q high -zincdust-content paint for
welds in steeL
FABRICATION
A. Geneta} Pre-assemble items in the shop to greatest extent possible. Use connections that
maintain stmchrrel value of joined pieces.
l. Cut, dtill, and prmch metds deanly and ascurately. Remove burrs and ease edges.
Remove sha4r ot rough areas on exposed sr:rfaces.
2. Weld comets and seams continuously. Use matetials aod methods that minimize
distortion and develop sfteogth and cotnosiqn resistance of base metals. Obtain
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METALFABRICATIONS 05500 - 2
*2.6
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?l'rDatchitecs
Vait Colomdo
970479J387
Booth Creek Townhomes
Extedor Renovations
Vail Colorado
fusion vithout rmdetcrrt ot ovedap. Remove welding flux immediately. Finist
exposed welds smooth and blended-
3. Fotm exposed cotrnections with haidine ioins, flush and smooth, "sing coocealed
fasteners where possible. Locate join* whete least coospicuous-
4. Fabricate seams and othec connections that will be exposed to weathet if, a tnanner
to exclude water. Provide weq> holes where yater nury accumulate.
5. Whete uoits ate indicated to be cast into concrete or built into masonty, "Sip *ith
integrally welded steel sttap aochors, not less than 24 inches o.c
B. Mscellaneous Fmming and Supports: Provide steel Faming aod supports not specified in
othet Sections as needed to cooplete the Wo*. Fabticate rmits ftom steel shapes, pletes,
and bats of welded constnrctioo. Cug rldll, and tap rmits to rcceive hardwaq hrngers, and
similar items.
FTNISHES
Comply with NAAMM's "Metal Finishes lManual for Arhitectual and Metal Products" fot
tecommeodations fot applyiog and designating finishes. Fioish rnetal fabdcations aftet
assembly.
Steel and Iron Finishes:
1. Hot-dip galvanize items as indicated to conply with ASTMA 123/Al23M ot
ASTMA 153/A 153M as applicable.
2. Ptqraration for Shop Pdming: Prepare rmcoated fenous-metal surfaces to comply
with reguirements indicated below for eavironmental exposure conditions of
installed metal fabdcations:
a- Extedors (SSPC Zone 18) and Itpms Indicated to Receive Zinc-Rich Pdmer
SSPC-SP 6/NACE No. 3, "Commetcial Blast Cleaning."
PART3.EXECUTION
3,I INSThII.ATION
A. Generi} Perfotm cutting drillin& and fitting rquircd for iasalling metal fabrications. Set
metal fabrications accutately ia location, with edges and surfaces level pluob, aod ttue
1. Fit exposed connections accuately togethet. Vdd coonections that ar€ not to be
left as exposed ioints but canoot be shop welded. Do not weld, cu! or abrade
sutfaces of extedor units that have been hotdip galvaniznd,fitet fabdcation.
2. Ptovide devices aod fistenem where metal fabdcations ale rcquited to be
fastened to in-place construc;fion.
B. Touch up surfaces and finishes afut ercction
METAL FABRICATIONS 05500 - 3
TeDarchitects
Vait Colorado
9704.79-7387
t.
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Booth CreekTownhomes
Extetior Renovations
Vail, Colorado
Painted Sutfaces: Clean fidd wdds, bolted coturectioos, and abnded areas and
touch up paint with the same matetial as used for shop painting.
Galranized Sutfaces: Clean field welds, boked connections, and abtaded ateas and
tepair galvanizing to complywith ASTM A 780.
END OF SECTION O55OO
METAL FABRICATIONS 0s500 - 4
t TtDarchitertsI ;#"i;Hf;
Booti Cteek Townhomes
Erteriot Renovations
Vail Colorado
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SECTION 05721 - ORNAMENTAL RAILINGS
PARTl -GENERAL
7.I SUMMARY
f A. This Section includes the following
l. Steel aod iron omaoental reiliogs.I
12 PERFORMANCEREQUIREMENTS
t A. Structural Perfotmance: Provide ailings capable og o.ftl5g6ding the effects of gravity!r loads and the folloudng loeds and stnesses within limits and uoder coaditions indicated: :
I 1. Handrails:T
u. Unifornloadof50lbf/ ft appliedinanydirection.
r i: 3*:ffif*ffi*",Hol*-"fftof^:ffLtoactconc**o*y.
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2. Top Reils of Guards:
a.. Unifotmloadof 50 lbf/ ft. appliedinanydirectio'n.
I b. Concentrated load of 200 lbf applied in any direction
I :. Unifom and concentnted lsads need not be assumed to act concutrendy.
r 3. Infill of Guatds:
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^. Concenttated load of 50 lbf applied horizontally oo an area of 1 sq. ft..
I b. Infill l6ad aod other loads need not be assumed to act coflcrurently.
r B. ConEol of Corrosion: Pteveot galvanic action and other forms of cocosion by insulating
metals and other mate.tials ft,om dfuect contact with incompatible oetedels.
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1.3 SI.]BMITTAIS
I A. Prcduct Datar Fot railings assembled ftom standatd components, groug anchodng
cemeng and paint ptoducts.
I B. Shop Drawiqgs: Include plans, elevations, secdons, details, and ettachnents to othet
I?ork
I C. Sanples: Fot each exposed 6nish tequircd.
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ORNAMEN'TALRAILINGS 05727 - |
TtDarcbitectis
Vail, Colotado
970479-7387
Booth Creek Townhomes
Extedor Renovations
Vail Colorado
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1.4 QUALITYASSURANCE
A. Ptoduct Options: Infotmation on Drawiogs and in Speci6cations establishes fequfernent
for systemis aesthetic effects and perfomance chatactetistics. Do not modiS intended
aesthetic effects, as judged solely by Architecg except with Atchitect's approval
PART2 - PRODUCIS
2.I MANUFACTI.JRERS
A. Available Manufacnrrers: Subiect to compliance with tequirements, m4mrhctutets offedng
products that may be incolpooted into the Wo& include, but ate not limit€d to, the
following
1. Steel and Ircn Omamenul Railings:
Architectual hon Designs, Inc.
Artezi
Blum,Julius & Co., Inc.
nmuqJ. G., Company,; a divisioo of thel7agoer Companies.
IndialUSA.
King Architectural Metal
Lawler Foundry Cotporatiom.
Livets Brcoze Co.
Olin Wrought Iron.
negeocy Raitirys.
TT Ttiebenbacher - B,al'aljao Iton Vo*s Co.
W"go"., R&8, Inc.; a divisionof theVegaerCompanies.
or equivalent
B.
METAIS
Brackets, Flanges, and Anchots: Same metsl and f,nish as suppoted ra\ unless othetwise
indicated.
Steel and lton:
1. Tubing ASTMA 500 (cold formed).
2. Bas: Hot-tolld carbon steel coorplyingwith ASTM A 29/AzgM,Gtade 1010.
3. Plates,Shapes,andBats: ASTMA 36/A36M.
4. Castings: Eithet gtay ot malleabte hoo, unless othetvise indicated.
^. Gray lron- ASIM A 48/A 48M, Class 30, unless another dass is indicated ot
requited by stnrctuml loads.
b. Malleablelron: ASTMA 47/A4TM.
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ORNAMEN'IALRAILINGS 05727 -2
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Vail Coloado
970-479-7387
Booth Creek Townhomes
Extetiot Renovations
VaiL Colorado
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2.3 MISCELLANEOUSMATERIATS
A. Fastenen: Ptovide conc€aled fasteners, unless otherwise indiceted
7- Steel Componeots: Plated-steel fast€ne$ complying with ASTM B 633, Class Fe/Za
Z5 for eb&odeposited irnc co{:rrrg.
2. Dissimilat Metals: Type 3O4 stainless-steel fastenets.
B. Zinc-Rich Ptimer Complying with SSPC-Paint 20 or SSPC-Paint D end compatible with
topcoaL
C. Shop Primer for Galvanized Steel Zincdust, zinc-oxide primer compatible witl fioish
paint systems indicated end comptyiogwith SSPC-Paint 5.
2.4 FABRICATION
A. General: Fabticate railings to comply with desigo, dimeosions, and details indicate4 but
not less than that tequired to sul4Dtt sttuctural loads.
B. Ifelded Connections: Cope componeots at connections to ptovide dose frg or use fittings
desig"ed for this putpose. Weld all atound at coroections, induding at fittiogs.
C. Mechanical Counections: Connect m"*trbets with concealed mechanical fast€d€rs and
fitting$.
D. Fomr chaoges ir ditection by b€nding.
E.' Brackets, F|Log"*, Fittif,gs, and Anchots: Ptovide wall bnckets, flanges, miscellaneous
fittings, and anchors to interconnect niling members to other wor\ rmless othersise
indicated.
2.5 FINISHES
A. Steelaodhos
1. ShopPtimed Steel Finish: Prepate surfaces to comply wi& SSPC-
SP 7/NACE No. d "Btush-off Blast Cleaning" "od apply pdmet to cooply with
SSPC-PA 1.
PART3-EXECUTION
3.1 INSTALLAIION
A. Gen€rr} Perform cutting drillin& and fitting requfued for installing tailings. Set railings
accutately in location, ?liSnhent, and elevation.
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I ORNAMEN'TAL MILINGS 0572r -3
Tly'?atchitecs
Vail Colorado
970479-7387
Booth Cteek Townhomes
Extedot Renovations
Vail,Colotado
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1. Set posts plumb within e tolerance of 1/16 inch in 3 feet
2. Align mils so variations ftom level for hodzontal mmbets and vatiations ftom
parallelwith take of steps and ramps for slopiagmembers do not exceed l/4frcJain
12 feet
B. Touchup Painting: Immediately after erection, dean abtaded areas and paint exposed areas
with sane matedal as used for shop p"irtiog.
END OF SECTION 05721
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IORNAMENTALRAILINGS05721 - 4
I 2tDarchitecrs
I ;#"?3#"
O uoo* GeekTorrnhomes
Exterior Renovations
Vait Colotado
SECTION 05730 - OR]\IAMENTAL FORMED METALI
I PARTl -GENERAL
, 1.1 SUMMARY
I A. This Section indudes the followingl. Deck rail dadding.
- 1.2 SUBMITTAIS
I A. Samples: For each type of exFosed finish requircd prepared on 6inch- square sarnples of|| metal of same thickness and nratecial bdicated for the !0ork.
I PART2 - PRODUCTS
I 2.7 SHEETMETAL
I A. Genesl Ptovide sheet metal without pitting sstr6 tnotks, rollet markq stains,
t discoloratio,ns, or ot-her imperfections whete erpooed to view on finished units.
I B. Aluminum Sheet ASTMB 209, dloy and temper recomnended by ahrminum pmducet
I and 6nisher, with not less than sfteogth aod duability of alloy 5005-H15.
I 2,2 MISCELTANEoUS MATERIAIsI
A, Gaskets: As reguired to seal foints in omaneotal fotmed metal, and as recommended in
I wdtingbyomameatal formed-metalmaotrfachf€r. I
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B. Sealaots, Exteriot ASTM C 92| silicone seahog of gade, dzsq and use classificatiolrs
1 rcqir.d to seal ioints in omamental fotned metal and r€mein weathemighg and as
I tecorrmended i" -titioC by omameotal fiotmed-meal maoufactwer.
I C. Fillet Metal and Electrodes: Ty1rc and dloy ,ul nec€ssaty fot streogth, corrosion resistance,
I and compatribility in fabricated iteos end that will rnatch the color of metal being ioined-
I D. Fastenets: Use fasteners fabricated ftom same basic metal and dloy as fastened metal
t unless otherc/ise indicated- Provide Phillips flat-head r"ochine screws for exposed
fasteners.
t E. Anchots: Ptovide d fastenen of type, size, and betef,ial recommended by
rnanufachret. fJse nonferous-metal ot hot-dip gahanized aochors fot extetior
r..,r installations.
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ORNAMENTALFORMEDMEIAL 05730- 1
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2llDatchitects
Vail Colorado
970-479-7387
Booth Creek Townhomes
Extetiot Renovations
VaiL Colorado
2.3
F. Isolation Coating Manufachrrerrs standard bituminous paint,
FABRICATION
Shop Assembly Preassemble omameotal fomed-netel items in shop to greatest extent
possible to minimize 6eld splicing and assembly.
Fold back exposed edges of unsuppotted sheet metal to fow r 1/2-mch- wide hem on the
concealed side, ot ease edges and support theh with concealed stiffenes.
Increase metal thickness or reioforce with conccaled stiffenem, backing materids, or both'
as needed to provide surface flatness and suffi.cient sUength fot indicated use.
1. Support ioints with concealed stiffeners as needed to hold erposed faces of adjoining
sheets in ffush alignment
Where welding or brazing is indicated, weld or braze ioints and seams continuously.
Gtitr4 filL and dtess to ptoduce smooth, flusb" exposed zurfaces in which ioine ate not
visible aftet finishing is completed.
Deck Rail Cldding: Form ftom metal of type and thickness indicated below. Fabdcate to
fit tighdy to adjoining constnrction, with weathertig[t joints at extetiot instal]rtions.
1. AluminrmSheet 0.063inch.
a- Finish Higb-p$formanceoganiccoating.
2.4 FINISHES
A. Comply with NAAMM's "Metal Finishes Manual for Architectutal and Metal Ptoducts" for
tecommendations for applying and designatiag finishes.
B. Comply vith SSPC-PA 1, "Paint Application Specification No- 1: Shop, Field, aod
Maintenance Paintit'g of Steel" fot steel sheet 6nishes.
C. Aluminum Finishes; Finish designations prcfited by AA comply with the system
esteblished by the Aluminum Association for desigoatiog duminum finishes.
l. Higb-Pedomance Oryaoic Finish (2-Coat Ftuotopolymet): AA-C12C40R1a with
topcoat contaioing not less than 70 p€rceot polyvinyhdene fluoride rcsin by weight
Complywi&AAMA 2604.
a. Color and Gloss: March sample.
D.
ORNAMENTAI FORMED METAL 05730 -2
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Vail Colorado
970479-7387
PART3.DGCUTION
Booth Cteek Tournhomes
Extedot Reoovations
Vail,Colondo
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3.1 INSTALI^-TION
A. I-ocate and place ornamental fotmed-metal items level and plumb and in olrgnmeot with
adiacent construction.
B. Use concealed anchotages where possible.
C. Form tiglt foins with exposed comections accumtely 6tted togethet Provide teveals and
openings for sealant and foint fillers as indicated.
D. Apply joint treatment at joints of spackled-seam-type metal column covers- Comply with
reguirements in Dirisioa 9 Seaion "Gylxun Board Assemblies."
E. Restore finishes damaged during installation and constuctioa petiod so no evideoce
remains of corection wodc Retum items that caonot be refnished io the field to the
shop; melre requfued alteratioos and tefinish entire unit or provide new units.
ENDOF SECTIONOST3O
ORNAMENTAL FORMED METAL 05730 - 3
I rtD,'chit..t
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PART1 -GENERAL
I
Ouoo* Creekrovohomes
Extetiot Renovations
VaL Colorado
SECTION OEMO. ROUGH CANPEI\IIRY
1.1 SUMMARY
I A. This Sectionincludes the fonowingr
t 1- Wood framing.I i: S*;lffif
r 4. Buildingwap.
IT
PART2-PRODUCTS
I
2.7 MANUFACTURERS
I A. In other Pat 2 attides whete subpugtaph tides belorr inmoduce lists, the following
apply fot ptoduct selection:
I 1. Available Manufacturers: Subiect to compliance with requitements, manufachrtets
offedng ptoducts that may be incolporated ioto the Wotk include, but ate oot
I limited to, the manufactutem specified,
I 2. Manufactutets: Subject to compliaace with requircmens, plovide ptoducts by the
maoufacturcrs specifi ed.
II 22 WOOD PRODUCTS, GENEML
I A. Lumber DOC PS 20 and appticable tules of lumber gtadiog agencies cettified by ther Amedcan Imber Stao&lds Committee Boatd of Revi€w.
1. Factory rnark each piece of lumbet with $de stamp of grading agelnrc1.
2. Fot expoaed hrmber indiceted to rcceive stained ot nahrcd finish, rnark gade stamp
on end ot bac& of each piece, ot omit grade stamp ard ptovide certificates of gade
compliance issued by grading ageocy.
3. Provide dtessed lumbeq S4S, unless othetsdse indicated-
4, Ptovide dty hrmber with 19 p€Gceot tnarirnntn moisture cofit€ot at time of dnessing
fot 2-inch nominal thickness or less, uoless othetwise indicated"
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I ROUGH CARPET\TTRY 06100 - 1
TtDatchite*
Vail, Colorado
970479-7387
Booth Cteek Torrnhomes
Brterior Reoovations
Vail Colotado
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WOOD.PRESERVATIVETTREATED MATERTAIS
A. Preservative Tteatment by Ptessute Process: AWPA C2 (umber), excePt that lumber that
is not in con. tect with the grouad and is continuously protected ftom [quid watec may be
tteated according to AWPA C31 with inorgaoic boron (SB$.
Kilo-dry matedd after treatment to a beximum moisture content of 19 P€rc€nt for hrmber.
Ma* each treated item vith teatm€nt quality mark of an inspection agency apptoved by
the Amedcao Lumber Standatds Committee Board of Reniew.
Application: Treat items indicated on Dtawiags, and the folloudng:
l. !7ood cants, nailers, curbs, equipmeot support bases, bloching sttipping and similet
mecrbers in coonection with roofineb flashing vapot batdets, and watelproofing'
2. Wood sills, sleepers, blocking furring, sttbping and similar concealed members in
conbct with rnasoffy or concrcG.
3. Wood ftarning membem less than 18 inches above gtade.
DIMENSIONLUMBER
Genera} Of gtades indicated 4ccordhg to the Ametican Lumbet Standards Coomittee
National Gtading Rule provisions of the gading agency indicated.
Exposed Framing: Haod select material for unifor:nity of appea.rance and fteedom ftom
characteristics that would ir"rFair finish app€arance.
1. Timbet Species aod Grade: Western red cedaq Select Stnrcnrral, WCLIB, tough-
san/n.
2.5 MISCF.T.TA\IEOUSMATERIAIS
A. Fastene$:
7- Whete rough caryentry is exposed to weather, in gtound contact, or in area of hiit"
telative humidity, ptovide fasteoers with hotdip zinc coating complyirrg with
ASTMA 1s3lA 1s3M.
2. Power-Ddven Fast€oers: CABO NER-272.
3. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex
nuts and, where indicate4 flet washers.
B. Metal Ftaping Anchon: Made ftom hot-dip, zinc-csated steel sheet complying with
ASTM A 653 / A 653M, G60 coating de"ig."tion.
1. AvailableManu&ctutes:
^. Alpine Fngineeted Products, Inc.
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B.
ROUGHCARPENTRY 06100 - 2
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970479-7387
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Oroo,ucr"rTownhomes
Extedor Renovetions
Vail, Colorado
Clevelaod Steel Specialty Co.
Haden Metal Products, Ioc.
KC Metals Ptoducts, Inc
Silvet Metal Products, Inc
Simpson Strong-Tie Company, Inc.
Southeastem Metals Manufactuting Co., Inc.
United SteelProducts Corhpann Inc
or equivalent
2, Research/Evaluation Repots: Provide ptoducs acceptable to authodties haviry
jurisdiaion and for which modd code research/evaluation rcports exist that show
compliance of metal fiaming aochom, for application indicated, with building code in
effect for Project
3. Allowable Desigp I-oads: Meet ot exceed those indicated pet manuhctutec's
published values detetmined &om opiticd data ot by ational engineeiog analysis
and demonstrated by comprehensive testing performed by a qudiEed independeot
165ting agency,
C. Building Paper: Asphah-saturated oganic fdt complying vith ASTMD 226, Typel
QrIo. 15 asphalt fel$, uoperforated-
D. Building Wmp: Air-tetarder sheethg made ftom polyolefins; cross-hmioated filtns, wovec
straods, or spun-bonded fibers; coated or uncoated; with ot without petforations; and
complying with ASTM E 7677,Type L
1. AvailableManufacturers:
^. Celotex Co4rotatioo Ghe); Building Products Division-
b. DrPoot (F- I- du Pont de Nemows and Company).
Parsec, Inc.
Raven Iodusties, Inc.
ReemaR Inc.
Simplex Ptoducts.
Sto-Cote Products, Inc.
Tenneco Building Pnoducs.
or equivdent
2. Thickness: Not less than 3 rnils.
3. Petmeancs Not less thrn 10 petms.
4. Flame-Spead Inder 25 ot less pet ASTM E 84.
5. Allowable Exposue Tlme: Not less thao tbree honths.
E. Buildiog Wrap Tape Ptessute-sensitive plastic tape necornh€nded by building wrap
maouhcturet for sealing joints and peoettations in building nlrap.
F. Sill-.Sealer Gaskee: Glass-fiber*esilient iosulation, fabricated in rttip fot-, for use as a sill
sealeq f-inch nomioal thickness, comgessible to 7/32 ioc.h; selected ftom manufacturer's
standad widths to suit ri'idth of sill mcmbers indiceted.
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ROUGHCARPENTRY 06100 - 3
o?hDarchitects
Vail Colomdo
970479-7387
PART3_E)GCUTION
Booth Creek Townhomes
Extetiot Renovations
Vail, Colorado
INSTALIA'TION
Iiet rcugh carpeotry to requited levels and lines, with membets pl"mb, true to linq cut, and
fitted. Fit rough carpentry to other consftuction; scribe and cope as needed fot accuste
fir t-ocate futdng, nailers, blocking gtounds, and sirnil"r $rPports to comrply with
requitements fot attachiog othet consEuction.
Apply field treatment complying with AWPA M4 to cut surfaces of Presereative-fieated
lumberand plywood.
Secutely attach rough caryentry wotk to substrate by anchodng and fasteoing as indicatd
complying with the follouring
1. CABO NER-272 for powet-ddven fastenes.
2. Table 23-II-F1, I'Noiling Schedulg" and Table 23-II-B-2" "rWood Strucnrtal Panel
Roof Sheathing N"iliog Schedule," in the Urrifotm Building Code.
Use finishiog nails fot exposed wod uoless otherwise indicated. Cormtetsink nail heads
and 6ll holes withwood fiIler.
Fmhing Standard: C*ply w'ith AFPA's '\danual forwood Ftame Construction n unless
otherwise indicated"
Fasteoing Methods:
1. Sheathing Nailtowoodfuming.
Apply building papet hotizontally .with 2-ioch ovedap and 6-inch end lap; fastea to
sheathiog urith galvatdzed staples ot rcofing noils- Covet upstanding flashing vith +inch
ovedap.
BuildingWrapApplication: Coverwall sheathingwith buildingwrap as indicated- Covet
upstanding flashing with 4ioch ovedap. Sed seams, edges, and penettations with tape.
Apply sheathing tape to joints between sheathing panels and at items penrctmting sheathiog.
Apply at upshnding flashing to ovedap both flashing and sheathing.
END OF SECTIONO61OO
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ROUGH CARPENTRY 06100 - 4
I rrDarchitecrsI x#-*1;;f
SECTION 06150. WOOD DECKNG
O u"r*CreekTownhomes
Exteriot Renovations
Vail Colorado
I
I PARTl -GENERAI
1.1 SUMMARY
I A. This Section includes the follovdng:
1. Solid-sawn roof decking.
2. Composite floor decking.
I 1,2 QUAIITYASSURANCE
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A. Decking Standard: Conply with AITC 111 "Standatd fot Toague-and-C'toove Heavy
I Timber-Roof Decking."I
I r.3 DELIyERY,STORAGE,AND HANDLTNG
A. Scledule delivery of wood decking to avoid extended on-site stomge and to avoid deleying
theVo*-
- PART2-PRODUCTS
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2.7 LUMBER, GENERAL
t A. General Comply with DOC PS 20, "Amedcan Softwood Lrmbet Standad," and with
gmding nrles of inspection agencies certified by AISC's Board of Review.II B. Grade Stamps: Factory matk with gade stamF of inspection aCeflcy on surfaces that will
not be exposed to view.
I C- Moistute Cont€nt Ptovide wood decki.g with 15 percent tnaxitn rtn moisture content at
time of dressing
2.2 SOLID.SAWNITOODDECKING
I A. Wood Species: Balsam fir, Dougtas fir-larclL Douglas 6r-larch (No.th), h.m-fir, hem-fir
(North), southern pine, spruce pine-fir (No.th), westem heolock, or vest€m hemlock
r N"tth).
r B. Decking Nomioal Size 2x6.
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wooD DECKING 06150 - 1
?|'rDarchitects
Vail, Colorado
970479-7387
Booth Crcek Townhomes
Extetior Renovations
Vait Coloedo
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C. pscking Gnds Select(ed) Decking or Select Dex.
D. Surface aod Edge Pattem: Smooth surface, Vee grooved.
2.3 FASTE,NERS AND ACCESSORY MATERIAIS
A. Fastener Material Hotdip galvanized steel
B. Sealant Latex sealant compaUible with substtates.
2.4 FABRICATION
A. Fabticate decking in lengths for combinetion simple and two-{ran coatinuous lay-uP.
PART3 -DGCUTION
3.1 INSTALIATION
A. Solid-Sawn Wood Declmg' Install to comply with referenced dscLing sundad and with
end ioints located according to lay-up indicated.
B. Apply joint sealant to seal toof deckiog at exteriot walls at the follorring locatioas:
1. Betveen decking and supports located at exteriot walls.
2. Bet reen dsclring and extiriot wals fi21 Ss6 against rmderside of decking.
3. Between tongues and grooves of decking over extedot walls and sqrpotts at extedor
uralls.
C. Repair damrged surfaces aod finishes after completing ef,ectioo. Rqilace drmaged derling
ifArchitect does not approve repairs.
D. Prcvide temporary watelproof covering to protect erposed decking before applying
rco6ng.
END OF SECTIONO6IsO
VTOOD DECKING 06150 - 2
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Booth Cteek Towohomes
Extedor Renovations
Vail Colotado
SECTION (aml - E)(TERIOR ARCHITECTURAL VOODWORK
PARTl -GENERALI1.1 SUMMARY
I A. This Section includes the follov'ing
r 1. Erterior standing and nrnning rtim
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1.2 OUALITYASSURANCEIt A. Quaity Standard: Unless otherwise indicate4 comply with AWI's "Architectutd
Woodwork Quality Staadards."I
PARTz-PRODUCTS
I 2.1 MATERIATS
I A. Nails: hot-dip gatvanized-
- B. Screws: hot-dip galvanized.
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2.2 FABRICATIONIt A. I7ood Moistue Content 9 to 15 percent
I B. Complete fabtication, induding assembly, finishin& and hatdware applicatiom, to
I maximum extent possible, befote shipnaeot to Prcject site, Disassemble componenrc on\
as n€oessary fot shipment and installation. Whete necess,lry for fitting at site, provide
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ampleallouranceforscribing andfitting.
C. .WoodworkforTransparentFinish:
I 1. Grade: Premium.
2. !7ood Species: Westem red cedar.
I D. Backout or groove backs of flat t im membes and kerf backs of otLet wide, flat membets,
except fot memben with ends exposed in finished work.
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EXTERIORARCHITECTURALWOOD\TORI( 06401 - 1
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Vail Colotado
970-479-7387
PART3 - E)GCUTION
Booth Creek Towohomes
Extetiot Rbnovations
Vail, Colorado
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3.1 INSIAIIATION
Before installation, cooditio,n woodwork to average pevailing humidity conditions in
installetion areas. Before instdling architectural woodwot\ examine shopfebdceted wo&
fot conpletion and complete rvotk as tequitd induding teinoval of packing and back
pdmlng.
Quality Standar& Install woodwork to compty with same grade specified in Pzat2 fot type
of woodwork involved.
Instell voodwork tnre and straight with no distortions. Shim as tequired with concealed
shims. Install level and pluob to a tolerance of 1/8 inch in 96 inches.
Scdbe and cut woodwork to Et adioining wodr, and tefiaish cut surfaces ot tepait dam"ged
finish at cuts.
Anchot woodvo* to anchors or blocki.g built in or direc8 attached to substrates.
Secure to gtouods, strppi"g and blocking with cormterstmk concealed fast€nef,s and blind
nailing, Use fine finishing nails fot exposed nrilin& courtesutrk and filled flu^.h with
woodq.otk
Install " ''n qfft minimum number of ioiots possiblg usi.g frrll.leogth pieces (ftom
mexitrrum length of hrmber available) to greatest extent possible. Scaf ruoning joiots and
stagget in adiacent and dated meobets.
Complete finishing wor-k specified i1 rhis Section to ext€nt not completed at shop or
befole instalhtion of woodwotk Fill nail and screw holes 'rith matching fillet where
expos€d"
Refer to Divisiodl 9 Sections for finnl finishing of irstalled atchitecn:ral woodxrork.
Clean woodwotk oa exposed and semi-exposed surfaces, Touch up shopapplied finishes
to nestore drsaged ot soiled ateas.
END OF SECTIONO64O1
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IEXTERIOR ARCHITECTIIML ITOODWORK 06401-2
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Booth CreekTowohomes
Extedor Reoovations
Vait Colomdo
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SECTION 07131 - SELF.ADHERING SHEET WATERPROOFING
PART1 -GENERAL
1.1 STIMMARY
t A. This Section includes self-adhedng rubbedzed-aspbdt sheetwatetptoofing.
I Lz suBMrrrArsI
A. Product Data: Inchrde manufacnrre/s uritten insuuctions for evaluatiag Pepating, and
I tteating zubstrate, tecbnical data and tested physical and perfomrani.-ptoperties ofI waterproofing,
I r.3 PROJECTCONDTTTONS
I A. Environmental Conditions: Apply waterproofi"C -ithi" tle taoge of ambient and
I subshate temperatures recommended by waterptoofing manufacturet Do not apply
wet€qrroofing to a drmp or wet substnte.t
1.4 ITARRANTY
I A. Special Warmnty: Manufactuaer's standard for:n in which manufacnuer agrees to rqrbcer watefproofing matedd that does not comply with tequitemeots ot that does not r€tnain
watetight fot petiod of three yearc aftet date of Substantiel Completion.
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PART2-PRODUCTSI
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2.1 RUBBERIZED.ASPFIALTSHEETWATERPROOFING
t A. Rubberized-Asphah Sheet 60-mil- thick, self-adhedqg sheet consisting of 56 mils of
rubbecized asphdt laminated to a Amil- thid polyethylene film q/ith telease liner on
I adhesive side.
I 1. Available Products: Subiect to compliance with tequfuements, ptoducts tlat may be
iacolpomted into the I7o*include, but ef,e not limited to, the following
I a. Amedcan Hydtoted Inc.; VM 75.
b. Ametican Pemaquik Inc.; PQ 7100.
I ;. :#;*ffitff cadisle coatings & waterproofing Div'; ccw 701'
e. GmceV. R. & Co.; Bituthene
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SELF-ADHERING SHEET VATERPROOFING 07137 - |
TtDxcbitects
Vait Colorado
970479-7387
Booth Cteek Tovznhomes
Exterior Renovations
Vail Colorado
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f. Meadows, V. R., Inc.; Mel-RoL
g. T. C. Mitadti Miiadri
h. Monsey Bako4 F.lasto-Seal 20{X).
i Pecora Colporation; Duramem 7fi)-SM.
i. Polyguatd Products, Inc.; Polyguard 650.
k Progress Unlimited Inc.; Plastirrrap 60.
L Tamkoftg,sfingProducts,Inc.;TW-60.
m. ot equivdent
2.2 AUXILIARYMATERIATS
A. Ptimet Liquid solvent-bome pdmet recomm€nded for substrate by manufacturet of sheet
waterproofi n g rnatetial
B. Surface C-onditionec Liqui4 $r'atqrbome swface conditionet rcconmeoded fot subsftate
by manufacturet of sheet wate4rtoofing marcrial.
C. Liquid Membrane Elastomedc, two comlxxrent, Iiquid, cold fluid applied, towel gade ot
low viscosity.
D. Substmte Patching Membtane Iow-viscosity, two-cohlronent, asphdt-hodiEed corating.
E. Mastig Adhesives, and Tape: Lhuid r'^stic and adhesives, and adhesive tapes
tecommended by waterptoofi ng rnanufactuei.
F. Metal Temrination Bars: Aluminum bas, approximately 1by l/8 inch thick, pteddlled at
9-inch centerc.
PARTS-EXECUTION
SURFACE PREPARATION
Clean, ptq>are, and treat substrates according to manufacturetts wtitten insttuctions'
Ptovide clean, dust-free, and dry substmtes for wate4)toofing apPlication.
Remove fins, tidges, moftar, and othet ptoiections and fill honeycomb, agtegate pockeb,
holes, and other voids.
Ptepare, filL prime, and tteat foints and cncks in substrates- Rernove dust aod dirt ftom
ioiats and cracks according to ASTM D 4258.
Bridge and covet isolatioo ioints expansion ioint aod disco,ntinuorx deck-to-wall and
deck-to-deck ioints s'ith ovedappiag sheet strips.
E. Cornecs: Prepare, ptime, and treat inside and outside comers accotding to ASTM D 6135.
SELF_ADHERING SHEET WATERPROOFING
3.1
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Vail, Colotado
F. Prepate, ttea! and seal vertical and hotizontal surhces at Gminations a.ad peoetrrtions
throqh watetprcofing and at drains and ptotrusiolrs according to ASTM D 6135.
APPLICATION
Install self-adheting sheets according to watetpoofing nanufactutet's wtitten instructions
and recommendations io ASTM D 6135.
Apply primer to substtates at lequfued mte and allow to dry.
Apply and firmly adhere sheets ovet area to receive wate4xoofing- Accurately rlign sheets
and maintain uniform 2-7 /2-inch- minirnt'rn lap widths and end laps. Ovedap and seal
seams and stagget €nd laps to ensure watertig[t installation.
Apply continuous sheets over sheet strips bridging substate ctacks, constructioo, aod
contrection ioints.
Seal exposed edges of sheeb at termioltions not concealed by metal countet-flashings or
ending in rcglets vith mastic ot sealant
Rqnir tears, voids, aad lapped seams in waterproofiag not complying with requitemeots.
Slit aad flatten fish_mouths aod blisters. patch qrith sheets extendhg 6 inches beyood
tepaited arcas in dl dfuections.
Conect deficiencies in or remove sheet vaterploofing that does not comply with
tequireroents, repait zubsttates, reapply watelproofiog and repair sheet flashings.
Install plotection couse rnith butted foints over waterptoofing nembtane befoae starting
subsequent coastruction opemtions.
3.3 PROTECTIONANDCLEANING
A. Do not permit foot or vehiculer ttafiEc on uop**i hodzontal membtane.
B. Protect wate4rroof,ng fte6 d.tnage and wear duting rcnnindet of construction P..i"d"
C. Clean spillage and soiling ftom adjaceot construction nsing cleaning ageots and procedutes
recommended bv maoufactuec of affected consEuction.
END OF SECTION ffi'31
SELF-ADHERING SHEET WATERPROOFING 07r3t - 3
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Vait Colomdo
970-479-7387
Booth Creek Townhomes
Extedor Renovations
Vait Colorado
SECTIONOT46O - SIDING
PARTl _GENERAI
1.1 SUMMARY
A- This Section includes the folloudng:
1. Fibet-cementsiding.
I.2 SUBMITTAIS
A. Product Data: For each type of product indicated"
B, Samples: Full-size rmits of each type of siding io each color, texture, and Eattem required
PART2-PRODUCTS
2.7 SIDING
A. Fiber{ement Siding: Sirling made ftom fiber-cement boatd that complies vith
ASTM C 1186, Type A, Grade II; is dassified as floncorrbustible ufien tested according to
ASTME136; and has a fl^*"e-spread indcx of25 ot less when tested according to
ASTM E M.
7. Ptoducts: Subject to compliance with tequirements, provide one of the following
^. James Hardie Inc.; HetdiPlank I^ap Siding.
2. Board and Batten Pattem: Boards 7-7/4 to 7-l/2 iaches wide in plain style and
Select Cedar Mill texture.
3- Battens: Had-Ttim ,f' (nominal) 7/16" Select Cedar Mll textute
4. Factory Pdhing: Manuhcturer's standard acrylic primet.
5. Pre-finish to match Rocky Mormtain Prc-fiaishes "favef,hoa" with a 12 yeat
warrioty
22 ACCESSORIES
A. Fasteners: Use aluminum &steoes.
7. Whete fasteners will be exposed to view, use pre-finished aluminum fastenets in
color to match item being fastened.
SIDING 074ffi - 1
TrDaac}iitrr,:s
Vai! Colotado
970479:73W
PART3.E)GCUTION
Booth Creek Townhomes
Extedor Renovations
Vail Colorado
3.1 INSTALLA"TION
A. Coordinate installation wift flashings and other adioioing constructioo to ensure prcPef,
sequ€ncing
B, C"*ply with siding manufacturer's wdtten installation instructions rmless mote sttingent
requirernents apply.
END OFSECTION0?,160
SIDING 0745,0-2
A.
B.
A,
B.
1.1
1.2
r.3
1.4
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TrDarchiteas
Vait Colotado
97M79-7387
SECTION 07610 - SHEET METAL ROOFING
PART 1-GENERAL
SUMMARY
A. This Section includes the following custom-fabdcated sheet metal toofing
1. Standing-seam metal rcofing.
PERFORMANCE REQUIREMENTS
A. lfind-Uplift Resistance: Capable of produciog sheet meal roofing assemblies that comply
with UL 580 fo,t Class 90 wiod-uplift resistance.
SUBMITTAIS
Ptoduct Data: For each type of undetlaymeot product indicated.
Shop Dmwings: Shoqr layouts of sheet metal roofi.g, fudqding plans, elevations, and
keyed rcferences to terhinetion points.
7. Indude detrils for fotming ioining and secudng sheet metal toofing including
pettein of seams, teminatioo points, erlransioar ioints, toof Peoetratioris, edge
conditions, specid conditions, connections to adjoining wodr, and accessory items,
Samples: For each exposed finish.
QUALITY ASSURANCE
Installer Qualifications: Fabdcator of sheet metal toofing
Custom-Fabricated Sheet Metal Roo€ng Fabricatot Qualifications: Shop tlat employs
skilled workets who custom-fabricate sheet metal rcofing.
Sheet Metal Roofing Standa!& Compty with SMACNA's "Atchitecturd Sheet Metzl
Manual"
1.5 \DTARRANTY
A. Sp".i"l Warmnty on Finishes: Manufactuer's starndard fotm in which manufacturet agtees
to tqrair finish or rcplace sheet metal rooftng ttrat shows evidence of detedoration of
factory-applied finishes vithin spssified wananty petiod-
Booth Creek Towohomes
Exteriot Renovations
VaiL Colorado
SHEBTMETALROOFING 07610 - 1
TtD*chitects Booth Creek Townhomes
Vail Colondo Exteriot Reoovations
970479-7387 Yail, Coloudo
7. Fluolopolymer Finish Warrenty Petiod: 20 years ftom date of Substantial
Completion.
B. Specid Installet's l7arranty: Specified fotm in which Roo6ng Insbllet agrees to tepair or
replace componeots of custom-fabricated sheet metal roofrg that fail in materials ot
wotkmanship within two years ftom date of Substantial Completion.
PART2-PRODUCTS
2.I ROOFINGSHEETMETAIS
A. Metallic{oated Ste€l Sheet Pre-painted with Coil Coating Steel sheet metallic coated by
the hot-dip process end pte-painted by the coil-coating process to comply with
ASTMATSS/A755M.
1. A. ke-finished Metal shall be HorDipped Galvanized - ASTM A446-85 Grade C
G90 Co.ating A52t86 24 Gnge core steel or pte-finished Galsahrme - ASTM 792-
tKAZ-ss.
2. Sutface: Smoodr, flat fnisL
3- Thickness: 0.0217 inch, "nless other:wise indicated-
4- Exposed Fiaishes:
^. Finish sh'll be full streog& Kynat 500 Fluoropolymer coeting; applied \ the
manufacntet on a continuous coil coating line, with a top side dty film
thickness of 0.70 to 0.90 mil sy6a 025 to 0.35 mil prime coag to ptovide a
total dty filrn thickness of 0.95 to 125 rnil- Bottom side shall be co,ated with
ptimer with a dry filtn thidrness of 0.25 rnil Fiqish sball confotm to all tests
for adhesion, fleihilig, and longevity as qpacified by the Kynar 5ff fmish
supplier.
1) Color: As selected by Architect &omuanufactwer's frErange-
b. Factoty Ptime CoatirgF White or ligfut-colored, factoty-applie4 baked-on
epoxy ptimet coat
UNDERTAYI\{ENT MATER]AIS
A. Self-Adherin& High-Teqpestute Sheet 30 16 {) mils thick minimwr\ coosisting of slip
rcsistitrg polyethyleoe-fih top surface l^rninated to layer of butyl ot SB$modified asphalt
adhesive, with dease-paper backing cold applied. kovide ptimerwheo tecommeaded by
undedaymeot manufacturer.
1. Themd Stabilitp Stable aftet tesingat?40degF;ASTMD 1970.
2- Lov Temperatute Flexibi[tp Passes after testing at minus 20 deg F; ASTM D 1970.
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Vail Colotado
970479-7387
Booth Creek Tournhomes
Exterior Reoovations
Vail Colotado
2.3 MISiCFIT A}IEOUS MATERIAT.S
A. Fasteners: Self-tapping screvs, self-locking tivets and boks, and othet suitable fasteoets
designed to withstand design loads.
1. Exposed Fasteoen: Heads matching colot of sheet metal roofing by means of
plastic caps or factory-applied coarirg.
2. Fasteners fot Flashing and Ttim: Blind fasrcnets e1 3alf-.lrilling scrcws vith hex
washer head-
3. Blind Fasteoers: High-stteogth ahrminum o,t stainless-steel rivets.
B. Ssqling Tape Pressure-sensitivg 100 percent so[ds, polyisobutylene compouod sealing
tape udth tplease-paper backing. Ptovide permanendy elastig non-sag nontoxic, oon-
staining tape.
C. Elastomedc Joint Sealqnt ASTM C920, of base polymet, type, gsde, class, and use
dassifications requled to ptoduce join6 in sheet mebl roofug that will r€deio
weathettight
D. Expansion-Joint Seals.nt Fot hooked-type expansion joints, which must be ftee to move,
pmvide non-settiog non-hardening non-migratin& heavy-bodied polyisobut/ete seataot
E. Bituminous Coatins Cold-applied asp,halt mastic, SSPC-Paint 12, compounded fot lSmil
dry film thickneqs pff csat
2.4 ACCESSORIES
A. Sheet Metal Roofng Accessories: Ptovide components tequired fot a complete sheet
meal rcofing essembly including trirn, copings, fasciaq comer rmits, ridge closutes, dips,
flashhgs, sealants, gaskes, fille$, closure strips, aod sirnilrr it€ms. Iv{atcL materid and
finish of sheet metal toofing unless otherwise indicated
7. Clips: Minimum 0.0625-inch- thic*, stainless-stcd panel dips tlesiped to vithstand
negative-load rcguitements.
2. Cl€eb: Mechanically seamed deats formd ftom the following material
a. Metallic-Cryated Steel Roofng: 0.0250-inch- thid stainless-steel or nyloo-
coated aluminum sheef
3, Closutes: Closed-ce[ expanded, cellulzr, tubbet or cross-linke4 polyolefin-foam ot
closed-cell taminated poltrethylene; minirnnm l-ioch- thidq flexible closute stdps; crrt
ot pre-molded to match sheet metal roofng ptofil€. Provide dosure sttips where
indicated ot aecessary to ensure weathertigbt construction,
B. Ftashing and Ttim Formed ftom 0.0179-inch- thid metallic-coated steel sheet Provide
flashing and rrim as requited to seal against weathec and to ptovide fmished appeasn€e.
I-ocations include, but are not limited to, eayes, takes, coanets, bases, fiamed qp€oin8p,
SHEETMEIALROOFING 07610 - 3
TtD*cbitects Booth CreekTownhomes
Vail Colorado Extqior Renovations
970479-7387 Vail Colorado
ddges, fasciae, and fillers. Finish flashing and *it vith same 6nish systecr as adjacent
sheet metal toofing.
2.s EQUTPMENT
A. Portable Roll-Foming Equipment Manufacturer's sfandard Ul-ceffified
capable of forming sheet metal 66fing in ptofiles indicated.
7. Available Manufacttrers: Subject to compliance with rcquircments, mrfluf4cturcts
. offering ptoducts that may be incorporated into the Work indude, but are not
limited to, the following
B@idge Manufactudog Company.
Fabd Inc.
Flexospan Steel Buildings, Inc.
Metal-Fab Manufactudng LLC.
Motin Corpotation; a Metecno Grcup Compaoy.
ot equivdent
FABRICATION
General Custo'rn fabdcate sheet metal roofing to comply with details shown and
recommen&tions in SMACNA's "Architectural Sheet Metal Manual" that apply to the
desiga, dimensions (pan width and seorn height), geometry, metal thickness, and other
chatactedstics of installation indicated- Fab'ticate sheet metal roof,ng and accessodes et thc
shop to greatest extent possible.
1. Standing-Seam Roofing: Form standiqg-seam paos vith fuished seam height of 1-
l/2it&.e.
Fabricate sheet metal roofrg to dlw for cpansioo in running work sufEcieol to Prevent
leakage, demege, and detetioratioo of the Work Fom exposed shea meal wotk to fit
substrates without excessive oil caoning buckling, aod tool mqrks, tnre to line and levels
indicated, andwith exposed edges folded back to fotm hems.
1. Lay out sheet metal roofing so cross seams, when required ate tnade in dfuectioo of
fl6w vifi highet pens ovetlapping lower pans- Staget cross seains.
2. Fold and cleat eaves and ttanwerse seatns in the shop.
3. Fotm and fabdcate sheeb, searns, sttqrs, cleats, vdleys, ddges, edge teatments,
int%ral flashitrgs, aad other components of metal toofing to plofiles, pettems, and
drainage anangements shown and as requited fot leak-p,roof construction,
Metal Ptotection: Vhete dissimilt tn.611" vill contact each othet, ptotect against galranic
action by painting contact surfaces with bituminous coating by applying nrbberized-asphalt
undedayment to each contact sutface' or by othet pemranent separation as recommended
by manufacnrrers of dissimilar metals ot by fabricatot.
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SHEET METAL ROOFING 07610 - 4
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Vait Colotado
97U479:7387
Boot} Creek Torynhomes
Exteriot Reoovations
Yail ColoradoD. Sheet Metal Accessories: Custom fabticarc flashiogs and trim to comply with
tecommendations in SMACNA's "Architechrral Sheet Metal Manual" that apply to design,
dimensions, metal end other chaacteristics of itern indiceted- Obtain field measurements
for accrrate fit before shop fabrication.
PART3 - EXECUTION
3.1 PREPARATION
A. Install flashings and other sheet metal to comply with rcqufuements specified in Division 7
Section "Sheet Metal Flashing end Trim""
3.2 UNDERLAYMENTINYIALI,A'TION
A. Sef-Adhetiog Shet Undedayrnenc Install self-adhedng sheet uodedaymeog winHe ftee,
on toof sheathing undet sheet netal roofing. Comply wift remFemture rcsttictions of
undedayrnent maoufactuet fot instalbtion; use primer rather thon nailg fot inst^lling
underlalment at low teinperatutcs. Apply over en]ite toof, in shingle fashion to shed
watet, with end laps of not less rhan 6 inches stas€red 24 inches between corrses.
Ovedap side edges not less th,*n 3-l/2 inches. Roll lapc with roller. Cover rmdedaymeot
within 14 &ys.
B. Appty tttp sheet ovet undedayment before inst lling sheet metal toofing.
3.3 INSIAIJ-ATION, GENERAL
A. Genefal Install sheet metal rcofng perp€ndicaJat to pudins or suppotts. Anchot shixt
netal toofi.g end other comlronents of the l0otk secuely in place, with ptovisions fot
th€tbal and stnrcnrtal hov€m€nt Install 6steners, solde4 welding tods, protcctive
coatngs, sepafirtors, sedarfs, and other miscelhneous items as requited for a complete
roofing system and as rccommended by hbticatot for sheet rnetal rcofing,
Field cutting of sheet metal roofing by torchis flot petmitted"
Rgdty fasten eave end of sheet metal too6ng and allour ddge eod ftee movement
due to thermal --I'ansion and conbctior. Pre-dtill rcofing.
Prcvide metal closures at peaks rake edges and .o.h sidg of ddge caps,
Flash and seal sheet metal toofi.g with weatha closutes at €aves, takes, and at
pedmetet of all openings. Fasten vith self-tapping screws.
Locate roofing splices over, but not attached to, stnrcnrral supports. Stagget toofing
qplices and end laps to avoid a foutlnnel lap splice condition.
I-ap metal flashing over sheet mehl rcofing to allow moistrnne to ftm ovet and off the
matcfial
B.Fastene$: Use fasteners of sizes tlat will not penetrate compldtely through substtate.
07610 - 5
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TtD*chite*s
Vail Colorado
970479-7387
Booth Creek Tow'nhomes
Extedot Renovations
VaiL Colorado
wtitten installation
Manual" Provide
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1. SteelRoofin€i Usestainless-steelfasteners.
C. Metal Ptotection: Where dissimilar metals will cr:lrrtelct each other or corosive substrates,
Ptotect against galvanic action by painung contzct surfaces with bituminous coating by
applying rubberized-asphalt rmdedayment to each contact surface, or by other Peffian€nt
separation as recorrmended by fabdcator of sheet metal roofing or matrtrfactut€f,s of
dissimilat metels.
D, Conceal fasteners and eqransion provisions where possible in elposed work and locate to
minitnizs possibility of leakage. Coyer and sed fastenets and anchors as requited for a
tight installation.
3.4 CUSTOM-FABRICATEDSHEETMETALROOFINGINSTALI,ATION
A. Fabricate and install wort with lines and corners of e4osd units true and accruate. Form
erposed faces flat and ftee of buckles, ercessive waves, and avoidable tool marks,
tehper and reflectivity of rnetal. Provide miform, neat seiuns vift minitm'm
exposure of solder, welfu and sealant Fold back sheet metal to fo,tm a hem on concealed
side of exposed edges, r'nless othetwise indiceted.
l. Install cl,eats to hold sheet meal paoels in position. Attach each deat with two
fasteoers to prevent fotation.
2. Nail deas not lnore thtn'l) inches o.c. Bend tabs over nails.
Seal ioints as shown and as required for leak-ploof constnrction- Ptovide low-slope
tfanwexe seams using cleats whete backup of moistute fivry occur.
Ptovide expansion cleats in roofpanels that exceed 30 feet in length.
Standing-Seam Roofing Attach sta:nding-seam metal pans to substrate with cleats, double-
narlled at 12 inches o.c Ins&rll pans teaching ftom eave to ddge before moving to adjacent
pans. Lock each pan to gan below with traowerse seao- Before pans are bceed, apply
contiouous bead of sealant to top flange of lovrer pan. Crimp standing seams by folding
ovet twice so cleat and pan edges arc completely engaged.
1. Fold over seams after mirnping at tidges and hips.
3.5 ACCESSORYINSTALIATION
A. General Install accessoties with positive to building and weatlertight mounting
aod provide fot thetmal expansion- Cootdinate installation with flashmgF and othet
components.
1. Install ccrnponents required for a complete sheet metd roofing assembly includitg
trim, copings, ddge closues, sealn coyeftr, flashings, sealants, ga.skets, fillem, closure
sttips, and sirnilat items.
2. Comply with pedomrance tequitements, manufacturer's
instuctions. and SMACNA's "Architechral Sheet Metal
SHEETMETALROOFING
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07610 - 6
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VaiL Colorado
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Vail Colotado
concealed fasteners whete possible, and set unis tnre to line and level as indicated,
Install work witl laps, joints, aod searns Sat will b€ permanently wateright and
weathet tesistant
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3-6 CTT,ANTNGANDPROTECTTON
A. Remove tempotaty coverirgs and strippable fitns, if ann as sheet metal roofing
I is installed. Oo completion of sheet metal roofi.g installation, clean Gnished surfaces,
I including temovi4g unused fasteoets, metal filings, pop dret stems, and pieces of flashing.
Mainrain in a clean condition during coastuctioa.
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SHEETMETALROOFING 07610 -7
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Booth Crcek Townhomes
Extetiot Renovations
VaiL Colorado
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SECTION 0?620. SHEET METAL FI.ASHINGAND TRIM
PART1 -GENERAL
1.1 SUMMARY
I A. This Section includes the folloudng:
- 1. Fotmed wall flashing and tritn.
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1.2 QUALITYASSURANCE
I A. Sheet Metal Flashing and Trim Staodar* Co-ply with SMACNA's "Architectural Sheet
Metal Manual" Conform to dimensions and pofil& shoqm unless more sttingeot
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requfu€tnents ateindicated.
I PART2 - PRODUCTS
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I 2.r MANUFACTURERS
r A, In othet Part 2 articles whete titles below introduce liss, the followiog rcquircments aPPly
I to product selection-
I 1. Available Manufactuters: Subiect to compliance with requirements, manufacture$
I ff..1":*;H,*ffi*Jco{Porated into the wotk ioclude' but ate not
r 2. Maoufacturers: Subiect to compliance with rcqufu€ments, pnovide ptoducts by ooe
of the manufactr:tets specified.
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2.2 SHEETMETAIS
I A. Ahrminum Sheer ASTM B 209, Alloy 3003, 3fi)4, 3105, or 5005, Ternper suitable for
fonning and stnrctrral perform?nce requhed, but not less than H14, finished as folloqrs:
I 1. High-Perfomance Organic Finish: Twocoag thermocurcd system cootainiog oot
less tlan 70 petcent polyvinylidene fluotide tesin by *eighg complying with
I AAMA2604.
ll a. Color Match Architect's samples.
SHEET METAL FTASHING AND TRIM
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Vail Colondo
970479:7387
Booth Creek Townhomes
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Vail, Colomdo
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2.3 MISCELIANEOUSMATERI.AIS
A. Generat Ptovide bat€rials and types of fasteners, solder, welding tods, ptotective
coatings, separato$, sedants, and othet rniscellaneous iteos as requLed fot complete sheet
metd flashing and trim instalhtion.
B. Fasteoets: Iflood screws, annular theaded n"ils, self-tapping sctews, selfJocking dvets and
bolts, and othet suiable fastenets designed to withsand design loads.
1. Fastenets for Flashing and Tdm: Blind fastenem or self-drilling screws, gsketed,
with hex washer head.
2. Blind Fasteoers: High-sEength duminum ot staioless-steel rivets.
C. Sealing Tape Ptessrne-sensitivq 100 percent solids, polyisobutylene compormd seding
tapc with rdease-papec bachng. Provide pemanently elastic, nonseg:. nootoxic, don-
staiaing tape.
D- Elastomedc Sealant ASTM C 920, dastomecic silicone polymer sealanq of type, gtade,
class, and use classifications reguited to seal ioints in sheet metal flashing and ttim and
rcmaiowatertigbr
E. Epoxy Seao Sealec Two-parg non-corrosive, atuninum seam-cementing compound.
F. Bituminous Coating Cold-applied asphalt mestic, SSPC-Paint 1| compounded for 15-mil
dty filto thickness pet coat
L4 FABRICATION, GENERAL
A. Geoetal Custom febricatc sheet metal flashing and trim to comply with recommendations
in SMACNA's "Architechral Sheet Metal Manual" that apply to desig!" dimensions, meal,
and other charactedstics of item indicated. Shop fabricate items where practicable. Obtain
field measurements for accurate fit befote shop fabdcation.
B. Fabricate sheet metal Aashing and rrirn without excessise oil caaning bucklin& and tool
ma*s and true to line and levels indicated,vith e4loccd edg€s folded bac&to formhems.
7. Seams fot Aluminrm Fabdcate seams with flat-lock seams. Fotm
seams and seal with epoxy seam sealer. Rivet ioints fot additiooal streogth.
C. Seded Joints: Fotm non-erpaosion but movable foints in metal to accommodate
elastomedc sealant to comply wi& SMACNA recomheddetioos.
Expaosion Ptovisions: Where lapped or bayonet-type expansioo provisions in the Wotk
carmot be used, fomr expansion foints of inteuneshing hooked flangps, not less than 1 ioch
deep, 6lled with elastomeric sealant concealed within ioints,
Conceal fastenes and expansion where possible on exposed-to-view sheet
metal fleshing and trit", rmless otherwise indicated.
D.
SHEET METAL FTI.SHING AND TRIM 07620 -2
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970-479:7387
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F. Fabricate cleats and attrchment devices ftom same metedal as accessoty being anchored or
ftom compatible, oon-corosive metal, and in thickness not less thrtt that of metal being
secuted.
2.5 STEEP-SLOPE ROOF SHEET METAL FABRICATIONS
A. Apton, Step, Ctickeg and Backer Ftashing Fabricate &om the following matedal
1. Aluminum: 0.0320 inch thick"
B. Eave, Rake f'lashing: Fabdcate ftom the following material:
1. Ahrrinum 0.0320 inch thick
2.6 ITALLSHEETMETALFABRICATIONS
A. Openings Flasf ing in Frame Construction: Fabticate head, sill and similat flashings to
exterd 4 inches beyond wall openings- Fotm head and sill flashing with 2-ioch- high end
datns. Fabticate ftom the following matetial
1. Alumimrm: 0.0320inchthick
PART3 - EXECUTION
INSTALI.A-TION,GENERAL
Genetat Anchot sheet metal flashiog aad rtim and other comPooents of the Work
securely in place, with ptovisions for &emal and structutal bovement. Use hstenetg
solder, welding rods, ptotective caatings, sel]aratots, sealants, and ot]er miscellaneous
iterrs as required to comrplete sheet metal flashing and rrim. system.
1, Totch cutting of sheet metal flashing and tdm is not permitted.
Metal Ptotection: Where dissimilar metals vill contact each othet ot corrosive substrates,
protect against galvanic action by p^i"ti"C contact srrfaces with bituminous ceating ot by
other permanent sepaation as recommended by fabticator ot masufachrers of dissimilar
metals.
Install exposed sheet metal flashing and t im without excessive oil canning bucHing and
16sl matks.
Install sheet metal flashing and trim true to line end levels indicated. Ptovide unifotm, neat
s6a65 q7ftfu minimum ":posure of soldec, welds, and elastomedc sealant
SHEET METAL FT.ASHINGAND TRJM 07620 - 3
Zr,D architects
Vail, Colorado
970-479-7387
Booth Creek Townhomes
Erteriot Renovations
Yail Coloudo
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E. Install sheet metal flashing and trim to fit substates and to result in watertight
perfotmance. Verif sh"pes and dimensions of surfaces to be covered befote fabdcating
sheet metal
L Space cleats not mole thqn 12 inches apatt Anchot each cleat with two fastenets.
Bend tabs oY€r fasteoers.
F. Expaosion Prcvisions: Ptovide fot thetmal expansion of eqrosed flsghing and trim. Space
movemeot joints at a maxihrun of 10 feet with no i<rints allowed within 24 inches of
comer or intetsection. Whete lapped or bayonet-type expansion provisions cannot be used
ot would not be sufficiently -"i"ttignt, fotm expansion joints of iotermeshing hooked
flanges, not less tlan 1 inch deep, filled with elastocrcric sealant concealed within foints.
G. Fastenets: Use fastenets of sizes tbat will penettate zubs@te aot less tlan 1-1/4 inches for
nnils aad not less then 3/4 inch fot vood sctews.
7. Alminuo: Use ahrniaum or stainles-steel fastenes.
H- Sed ioints with elastomedc sealant as rcquLed fot wateriglt comstuction.
ROOF FLASHING INSIAIJ-ATION
Geneml Install sheet metal roof flashiog and ttim to comply with perfotmance
tequirements and SMACNA's "Architectural Sheet Metal Manual" Ptovide concealed
fasteners where possible, set units tnre to linq and level as indicated- Instrll work with
laps; ioints, and seams that rill be pemanendy watertight.
Roof Edge Flashing: Anchot to resist uplift and outwatd fotccs according to
recommendationsin FMGLoss Pteveotion Date Sheet 1-49.
WALL FLASHING INSTALLA'TION
Genes} Insgll sheet metal wall flqshing to iot€rcept and exclude penetrating moistue
according to SMACNA recommendations and es iodicated. Coordinate iostalhtion of wdl
flashing with instalhtion of wall-opening compotr€ots such as windours, doors, and louvers.
Openings F'lashing in Frame Construction: Install continuous head, si[ and similar
flashings to exteod 4 inches beyond wall openings.
END 0F SECTrON07620
3.3
SHEET METAI FII,SHING AND TRIM 07620 - 4
I rrnztchiteqsI [#"\;\'#
Booth Creek Townhomes
Erteriot Renovations
Vait Colorado
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SECTION fi9AI . IOINT SEAI.ANTS
PART1 -GENERAL
1.1 SUMMARY
I A. This Section includes joint sealants for the following applications, including those specified
by reference to this Section:
I l. Extedor joins in vetical surfaces and horizontal non-tmffic surfrces.
I L2 PERFoRMANCEREQUIREMENTs
A. Ptovide elastometic ioint sealants that establish aad tnrintain vatertight aod airtight
I continuous ioint seals v/ithout s+^ining or deteriorating foint substrates.
I 7.3 VARRANTY
A. Special Installet's Wattanty: Installels standard fonn in which Installer agrces to tepait or
I rqllace elestometic ioint seelants that do not comply wi& perfotmaace and othet
I requiremeots specifiedin this Sectionwithin specifiedwarrantyperiod.
I 1. l7atranty Petiod: Two years ftoh date of Substantial CompletionIB. Special Manufactwer's l0armnty: Manufrctureds standard fotm in which elastomedc
I sealaot manufecnret agrees to firnish elastomedc joint sealants to rcpair or replace those
I tISt do not comply with perfomance and other requfuements specified in this Section
qdthin sPecified wa'aotY Pedod-
I 7. Waralty Petiod: Two years ftom date of Substantial Completion.
I PARr2-PRoDUCrs
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2.7 MANUFACTURERS
A. Availeble Ptoducts: Subiect to compliance with requhemeots, products that may be
I incotponted into the lfotk indude, but ate not limited to, products listed in other Part 2
I actides.
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Vail, Colondo
970479-7387
Booth Cteek Townhomes
Extedor Renovations
VaiL Colotado
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2.2 MATERIAIS, GENERAL
A. Compatibilitp Ptovide joint sealants, backings, and othet rehted matedals t.hat are
compatible wi& one anothet and with ioint substrates under conditions of serice and
application, as demonstrated by sealant maoufachrer, based on testiog and field
expetience.
B. Colors of Exposed Joint Sp^lants: As selected by Architect &om'rn rrufacturret's full taoge.
2.3 ELASTOMERIC IOINT SEALAN,TS
A. F.lastomedc **o, Comply vith ASTM C92O mdother requfuemens iodicated for
each liquid-applied chemically curing serl*nt qpecifie4 induding those rcfenencing
ASTM C 920 dassifications for type, gtade, class, end uses related to exposule and ioint
substrates.
B. Sain-Test-Response Cbascteristics: Where elastometic sealents are specified to be
ael6taining to porous substates, ptovide ptoducts that hrve testing .ccorditrg
to ASTM C1248 and have not stained porous joint zubstrates indicated for Proiecr
C- Suitability fcn Tmmersion in Liquids. Vhere elastomecic sealants are indicated for Use I fot
joints that will be continuously inmets€d in liquids, provide producs that have uodetgone
testing accodiag to ASTM C 7247 and qualifr for the length of exposnre indicated by
tefeteoce to ASTM C92O fot Class I ot 2. Liquid used for lesting sealants is deionized
water, uoless otherwise indicated-
D. Siogle-Compooent Neutral- and Basic-Curing Silicone Sedant:
1. Aveileble Ptoducts:
Dow Coming Corpotation; 790.
GE Silicones; SiIPruf LM SCS2700.
Tremco; Spectrem 1 @asic).
GE Silicones; SilPruf SCS20fi)-
Pecoa Corporetion; 864.
Pecora Colporation; 890.
Polymedc Systems Inc.; PSI-641.
Sonneborn, Division of ChemRex Inc; Omniseal
Ttmco; Spectrem 3.
ot equivalent
2- Type and Gtade S (single sernpolent) and NS (nonsag)-
3. Class: 100/50.
4. Use Rehted to Exposutc NT (oontraffic).
5. Uses Related to Joint Substrates: M, G, A, and, as applicable td ioirrt substrates
indicate4 O-
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JOTNTSEAIANTS 07920 -2
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Extetiot Renovations
Varl Colorado
2.4
A.
6. $tin-Test-Response Charactedstics:
ASTM C 1248.
Nonstaining to Potous zubstates per
JOINTSEALANT BACKING
Genetal Provide sealant backirgs of material and type that are nonstainins, are comPatible
with joint substrates, sealants, pdmers, and othet ioiot Ellers; and are approved fot
applications indicated by sealant m"nufacturer hased on field experience and laboratory
testing.
Cylin&ical Sedant Backings: ASTM C 1330, Type [C (closed-cell material vith a surhce
skin)l [O (open-cell batedaD] P Oioll"l"t hatetial with a srrface skin)l [or any of the
qfpes, as approved i" *.iti"C by ioint-sealant manufactut€t for joint application
indicatedl, and of size and density to control sealaot depth and othetwise codrtribute to
ptoducing optimum sealent pedotmance:
Bond-Brcaket Tapc Polyethylene tape or other plastic tape recommended by sedant
manufacturer for preventing sealant from adheting t" rigr4 inflexible joint-filler matedals
or joint surfaces at back of ioint where such adhesion would tesult in sedant failute.
Provide self-adhesive tape where applicable.
MISCELLANEOUS MATERIAIS
Primet Material recommended by ioint-sealaat manufactuet where required for adhesion
of sealant to joint subsbtes indicate4 as detetmined ftom preconstruction ioint-seahnt-
substtate tests and field tesrs.
Cleaners for Nonpotous Surhces: Chernical cleane.ts acceptable to rnanufacturers of
sealaots and sealant backing materids, ftee of oily residues or othet substaoces c'Fable of
5t^ining 61 h"tming ioint substrates and adiacent nonpofous surfaces in any wan and
formulated to promote optirnrmr adhesion of sealants to joint substrates.
IVlaslring Tape: Non-stainin& nonabsorbent materid compatible with foint sealants and
sutfaces adiacent to ioinr.
PART3.E)GCUTION
3.T PREPARATION
A. Surface Cleaniog ofJoints: Clean out joints immediately befote installing joint sealants.
1. Reoove dl foreigp meterid ftom ioint zubstrates that could interfete with adhesioo
of ioint sealaot
IOINTSEAIANTS 07920 -3
T}2architects
Vail, Colorado
970-479-7387
O
"oo*CteekTownhomesExtedor Renovations
Vail Colorado
u. Clean porous ioint substnte sutfaces by btushing @di"& [la$ slsanins
mechaoical abtadirg or a combinatior of these rnethods to ptoduce t cie:rn"
sound substmte capable of developing optimum bond with foint sealanc-
Rernove loose gartides remaining aftet cleaning opetatioas above by
vacuruning or blowing out ioints with oil-free comPre$sed ak.
Remove laitaoce and form-telease ageots ftom concrete.
a. Clean nonpotous surfaces with chemicel deanets or othet means that do not
stain, harm- subotrates, ot leave tesidues capable of interfedng with adhesion of
ioint sealants.
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B. Joint Ptimiog Pdme ioint substrates, where recormended in writiog by ioint-sealant
manufachrter, based olr preconstruction joint-sealant-substrate tests or pdor exP€f,ieoce.
Apply pdmet to comply with ioint-sealant manufacnrer's written instnrctions. Confne
primers to areas of ioint-sealant bond; do not dlov spilhge or aigration onto adfoining
surfaces.
C. Masking Tape [Jss mrsldng tape whete requircd to pneveot contact of sealant with
adjoiniog surfaces that otherwise would be permaneotfy stained s1 ,larnaged by *.h
contact ot by deaning methods rcquired to remove s€alaot smeanl Remove tape
irnmedbtely after tooling without distutbing ioint seal.
INSTAIIATION
Sealant Installation Standatd: Comply with recommendations in ASTM C 1193 fot use of
ioint sealaots as applicable to materids, applications, and cooditions indicated.
Install seahnt backings of type indicated to support s€alants during applicatiolr and at
position rcquited to produce ooss-sectiood shapes and depths of iastalled sealants dative
to ioint vidths that alloc/ optimrmr sealant movemeot capability.
1. Do not leave gaps betweeo ends of sealaot ba*ings.
2. Do not stetclr" twisg punctute, or tear sealeot ba*ings.
3. Remove absorbent sealast backings that have become wet before sealant application
and replace them with dry rrratedds.
Install bond-breaker tape behind sealants where sealant ba*iogs are not used betweeo
sealants aod b4cks of joints.
Install sedants rrsing proven tei*niques that comply with the following alrd at the sane
time beckbgs are installed
7. Place sealants so they directly conbct and ftlly wet ioint zubsttates.
2. C"-pLt"ly fill rccesses in each ioint configuration.
3- Ptoduce unifotq cnrss-sectional shapes and depths rehtive to ioint widths that
dlow optimun sealaot movefirent capabfity.
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Vail, Colorado
E. Tooling of Non-sag Sealants: Immediatety after sealant application and befote skinning ot
curing begins, tool sealants according to requirements specified below to form smootl,
unifotm beads of configuration indicated; to elirninate air pockets; ard to ensute contact
and adhesion ef ssalanf udth sides of joinr
7. Remove excess sealant ftom surfaces adiacent to ioiots.2. Use tooling agents that are approved in writing by sealant manufactuter and that do
not discolor sealants or adiacent surfaces.
3. Provide concave ioint configuration per Figue5A in ASTMC1193, unless
otherwiqe indicated
F. Clean off excess serbnt or sealant smears adiac€nt to ioints as the Work ptogtesses by
methods aud udth deaning materids appoved in wtiting by manufacturers of ioirrt sealane
and of ptoducts in which joints occur.
END OF SECTION O79A)
TOINTSEAIANTS 07920 - 5
I rtDxchrtetsI x#"81#
sEcrroN 08550 - wooD wrNDows
ootl Cteek Townhomes
Extedot Renovations
VaiL Colotado
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PARTl -GENERAL
1.1 SI.IMMARY
t A- This Section includes the folloving aluminum-clad wood-ftamed vdndow ptoduct types:
1. Casement windows.
2. Sliding Glass doots
I L2 PERFoRMANCEREQUIREMENTSI
A. Genetal Ptovide wood windows capable of complying with performaace requircments
I indicated, based on 6sting manufacturerts windows that ate teptesentative of those
t specified and that are of rninimum test size reguired by AAMA/NIilI?DA 107 /l'5.2.
I B. Themal Transmittance Prcvide wood windovs with a whole-window U-value baximum
I of .38 at 15-mph extciot wild velocity and wintet condition t€mp$ahres when tested
accordiog to NFRC 100.
I C. Solar Heat-Gain Coefficient Provide wood windows with a whole-wiadow SHGC
naximum of .30, determined accolding to NFRC 200 procedues.
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I D. Specific Product Performance Requirements: Comply with Section 2.2 of
A.AMA/NWV/DA 101/l-S-2as applicable to types of wood windows indicated.
II L3 SI.,BMITTAIS
I A. ProductData: Foreachtypeofwoodwindowindicated.I
B. Shop Dtawings: Include plans, elevations, sections, detans, har<lware, attachrnene to othet
I Votk, and op"otiood.loraoor.I
C. Samples: Fot each exposed finish.
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I D. Mainteoaoce data.
I 1.4 QUALITYASSURANCE
I A. Installg: A qualified instellet, approved by manufacturcr to install manufachrtei's
I Producb'
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Vail Colorado
970.479-738'
Booth Cteek Tournhomes
Extedor Renovations
Vail, Colomdo
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B. Fenestation Standard: Comply with AAMA/NWI?DA 101/1.5.2, 'Vohrntaty
Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Dools," fot
minimum sbndards of perfomance, matetials, components, accessories, and fabrication
uoless more stringent requir€ments are indicated.
C. Glazing Publications: Comply with published recomrnendations of gfass EaauActulers
and GANA's "Glazing Manud" uoless more stdngent nequilem€nts are indicated-
TTARRANTY
Special !flarranty: Manufactwet's standard form in which manufachte.r agrees to repait ot
teplece wood qdndows that fril in metedds and wodrmanshiP within two years ftom &te
of Subst^ntial Cocpletion-
Waranty Period for Metal Finishes: 20 years ftom-date of Subatantiel ComPletioo-
l7aranty Period for Glass: 20 years ftom date of Substontial Completion.
PART2 -PRODUCTS
LI MANUFACTURBRS
A. Available Manufactuecs: Subiect to compliarice with tquitements, nanufactwers otrering
ptoducts that may be incolponted into the lCotk include, but are not lieited to, the
following:
1. Andetsen Commercial Group; Andersetr Corp.
2. BiltBest Windorvs and Patio Doors.
3. Candco Windorr Corp.;Jeld-Wen, Ioc
4. Ctesdine; a division of SNE Enteryrises, Inc-; aNorteLCompany.
5. Eagle l7indow & Doot, Inc,; an American Architectural Products Cotporation
Company.
6. Hutd Millwont Co.
7- Kolbe & Kolbe Millwork Co., Inc
8. Marvin lTindorrs aad Doors,
9. Norco Windows and Patio Doon;Jeld-Ifen, Inc.
10. Peachuee Dools and Vindows; Nottd Ioc.
I l. Pella Cotporation.
12. PozziWoodWindows;Jeld-Weo, Inc.
13. Vetter; a division of SNE Entelptises, Inc; a Nortek Compaoy.
74. Weather Shield Mfg., Inc.
15. ot equivdent
B.
c.
ITOODWINDOWS 08550 - 2
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Vail, Colorado
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Booth Creek Towohomes
Extetiot Reoovations
Vail Colotado
2.2 MATERI.AIS,GENERAL
A. Ahrminum Exttusions and Rolled Aftrminum for Cladding High-Perfomance Oganic
Finish: Two-coat thetmooued system with coats conhining not less than
70 petcent polrinylidene fluodde tesin by weiglt; complying with AAMA 2604.
1. Colot and Gloss: As selected ftom manufactureds frrll range.
GI-{ZING
A. Qtqzing System:
weathertight seal.
Manuftctur€r's standatd faiaory-gbzrng system that ptoduces
2.4
A.
INSECTSCREENS
Genetal Desigo rrindows and hardware to accommodate scf,eens in a tight-fittitr&
rcmovable arnagemeoq wi& a rninirnurn of exposed fasteners and latches. Lorate sct€ens
o'n inside of wiodovr and ptovide for each operable extetior sash or ventilatot
B. Glass-Fiber Mesh Fabtic: 20-by-20 ot 20-by-3D mesh of PVC-coated glass-fiber threads;
woven and fused to fo*r a fabric mesh tesistaot to co6os.ion, shrinkrge, sttetch, ihpect
danage, and weather detedoration in the following colol Comply with ASTM D 3656.
1. Mesh Color: Charcoal gtay.
FABRICATION
A. General Fabdcate wood windows, in sizes indicate4 that comply with
AAMA/NI0WDA 101/LS.2 fot perfotmance dass and petfomance grade indicated"
Ioclude a complete system for assembling coryponents and anchoring windows.
Fabricate wood windows that ate rc$tzrble without sash or ventilator
ftaming.
Veather Suippins Ptovide full-pedmeter weather stripping for each operable sash and
ventilatot, unless othefidse indicated.
Factory mqcline windows for openings and hardwate that is not surface applied.
Mullioos: Ptovide mullions and cqvet plates as showo, matching window units, complete
vith anchoas for support to structure aod installation of window units, Allow for erection
tolerances and provide for movement of vindow units due to thetmal expansion aad
building deflectioas, as indicated. Provide mullions and cover plates capable of
withsunding design lsads of window units.
v/ooD wINDoIt/s 08550 - 3
TtD*cbiteas
Vail Colorado
970-479-7387
Booth Creek Townhomes
Ertedor Renovations
Vail Colorado
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F. Glazing Stops: Provide nailed ot snapon Sl"z4 stops cootdinated with Division 8
Section "Glazing' and glazing system indicated. Protide glglring stops to match sash and
ventilator 6:a.mes.
2,6 WOOD FINISHES
A. Factory-Finished Windows: Provide fabdcatot's standatd factory 66t6 6ea5i5ting of
pd-e coat and two finisft soats' 3-*il d"y film thiclcness. Apply 6nish to expooed extedot
and intedot wood surfaces,
1. Colot: As selected &om manufactutet's full taoga
PART3- EXECUTION
3.1 INSIALLATION
A. Install windows level plumb, square, true to line, without distottion or impeding themal
movemeng anchorcd secutely in place to struchral support, and in ptopet telation to wall
flashing and othet adjacent consftuction.
B. Set sill me*trlrers in bed of sealant or with $skets, as indicated, for weathertight
consttuction.
Meal Ptotection: Sqnrate alumioum and othet corodible surhces ftorrr sources of
cotrosion ot electto\rtic action at points of contact vith o&er matecids by comp\ing with
rcquitements specified in "Dissimilat Matetials" Para$aph in Appendix B in
AAMA/NIqWDA r07 / r.5.2.
Adjust operating sashes and ventilators, screefls, hardware, and accessories for a tight fit at
contact points and weather rt ippiog for smooth opefatioo and weathetiglt dosure
Lubricate hadware and moving parts.
Protect window surfaces ftom contact with contaninating substances rcsultiog ftom
constnrctio,n operetions. In additioo, monitot window sutfaces adiaceot to and below
exteriot cdrcret€ aod masonry surfaces duting construction fot plesence of ditg scum"
alkaline deposits, stairs, ot other contaminants, If contaminating substances do contact
window surfaces, remove contiminants immediately accordiog to manufachrrer's written
recommeodations.
Clean exposed sutfaces immediately aftet installing windows. Avoid dar-aging protective
coatings and finishes. Remove e:rcess sealants, glzznglolraterJals, dirg and othet substances.
Clean factoty-glezed glass immedirt€ly after instailiog windovs. Comply with
manufacturer's written tecommendation5 fes finrl desning and maintenance, Remove
nonpermanent labels and clean surfaces.
D.
E.
WOOD WINDOTT'S 08550 - 4
I ?iDanchitects Qootrc*.tTownhones
I VarJ Colomdo Exterior Renovations
I 970479-7387 Vail, Colorado
H. Remove and teplace glass that has b€€n bnokeo, chipp€4 Gacke4 abtaded, ot demaged
- duting coostruction pffiod"
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ooth Cteek Townhomes
Erterior Renovations
Vail. Colorado
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SECTION (x)22O . PORTI.AND CEMENT PLI\STER
PART 1 - GENERAL
1.1 SUMMARY
I A. This Sectionincludes the following
1. Extedot pordand cemerrt plastetsrotk Gt"""o) on metal lath plaster bases.
I. 7.2 SUBMITTAIS
I A. Product Datz: For each type of product indicated.
B. Samples: For each type of ffactory-pnepated] [colorcdl tterffiFdl finish coat indicated;
I lPiy lzinches, ""a i1i"p.."a "" rigia U"-"fhg.
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1.3 QUALTTYASSTTRANCE
A. Mockups: Beforc plasterin& install mockups of at least l{D *q. ft ilr strface alrez to
I demonsttate aesthetic effects and set qudity sundads fot oatedds and execution.
I 1. Install mockups fot each type of finish indicated.
T1 2. mockups may become part of the completed Votk if undistutbed at time
t of Substantisl Completion.
I r.4 PRoJECTCoNDTTToNS
A. Comply with ASTM C 926 rcquircmeots.
I B. Extedot Plastetwoth Apply plastet when ambieot ternpemhrre is greater than 40 deg F.
I PARr2-PRoDUCrs
I 2J MANUFACTURER'
I A. Iu other Patt 2 artides wherc tides below inttoduce lists, the following rcquirements aPPly
I to product selection:
r 1. Available Producs: Subiect to compliance with tquirements, ptoducts &at may be
I incorporated into the Work include, but are not limited to, ptoducts specified'r 2, Products: Subject to compliaoce with tequitements, provide one of the products
I
specified.
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CEMENTPLASTER u)220 - 1
TtD*chitecrs
Vail Colorado
974479:7387
Booth Cteek Townhomes
Extetiot Reoovations
Yait Colotado
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2.2 MEIALI"{TH
A. Expanded-Metal Iath: ASTM C 847 with ASTM A 653/A 653IvI, C'60, hordip galyanized
zinc coating.
7. Diamood-Meshlath: Self-furring.
^. Weight 2.5Ib/sq. yd..
B. Papet Baching FS UU-F790, Type I Grade D, Style 2 vapor-permeable paper.
1. Provide paper-backed lath at extedor locations.
2.3 ACCESSORIES
A. General Comply with ASTM C 1063 and coordinate depth of trim and accessoties with
thicknesses and number of plaster coas required-
B- 7inc and.Zimc{ateA(Ga}vanized) Accessodes:
Foundation Weep Sctee& Fabticated ftom hotdip gilvarnized steel sheel
ASTM A 653/A 653M, G60 zinc coating.
Extemal{olnet Reinfotcemeot Fabdcated ftom metal l4th with
ASTM A 653/A 653M,G60, hot-dip gelvanized zinc coating.
3. Comerbeads: Fabdcated ftom zinc or zinc-coated @atvaaize{) sted
^. Smdl-nose style; use unless othetc/ise indicated.
4. Casing Beads: Fabticated &on zinc or ziflc-coeted stee[ squarc-edged
style; with flaages.
5. Contol Joints: Fabdcated ftom zinc ot zinc-coated (galvenized) steel one-piece-
type, folded peir of rm-petforated sceeds in M-sbaped configuratio4 with
perfomted flanges and removable protective tape on plastet face of control joint
6. ExpansionJoints: Fabticated ftom zinc ot zinc-coated (galvanized) steeb folded pair
6f lnpsrforated seeeds in M-shaped configwation; 'rith expanded flanges.
2.4 MISCELIINEOUS MATERIALS
A. Watet fot Mixing: Potable and ftee of substances capable of affeaing plastet set ot of
darnaging plastet, lath, ot accessoties,
B. Fiber fot Base Csaf Alkaline-tesistrnt gfus or polypropyleoe 8fu.s,1/2 inch lorg ftee of
contamin rnts, manufacrured for use ia pordand c€ment plester.
C. Steel Dtill Screvs: Fot metal-to-metal fastening ASTM C l0V2 or ASTM C 954 as
tequned by thickness of metal being fastened; with pan head thet is suitable fot applicatiou
PORTI.AND CEMENT PI-ASTER
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m lengths tequired to echieve peoetration thtough joined matedals of not fewe.r than three
erposed threads.
I D. Fastenets fot Attaching Metal Lath to Substrates: Complying with ASTM C 1063.
I E. Isolation Sttip at Extetiot Valls:I
1- Asphalt-Satutated Organic Fek ASTMD226, Typel (lrlo. 15 asphdt felt),
unperforated.
2, Foam C'askec Adhesive-backed" closed-cell vinyl foam strips that allow fastenet
penettation urithout fo'am displacemeng 1/8 inch thick, in width to suit steel stud
size.
I 2.5 PIASTERMATERIAIS
I A. Portland Cement ASTM C l5QType I.
I 1. Colot fot Finish Coats: Gny.
I B. Lime ASTM C 206,Type S;oIASTM C 207,Type S.
I C. SandAgteg3te ASTM C 897.
I D. Acrylic-Based Finish Coatings: Factory-mixed acylic-emulsion coating systems,
I fomrulated with colorfast tnineral pigments and fine aggregates; for use ovet portland
cemeot plaster base coats. Include manufacturet's recommended pdmers and sealiag
I topcoas foracrylic-based finishes.
I
1. Available Products:
t ^. Bonsallf. R Co.;.
b. ChemRex, SonoWdl Stucco Syste.rns;.
c. Dryvit Systems, Inc.;
I d. Patex Incorporated;
e. Pleko Products, Inc;.
f. Senergy, Inc.;
t C. Sto Co{p.;.
h. Shrc-O-Flex lot mational, Inc.;
t 2. Coloc As selected byArchitect ftom manufacturet's firll range.
I 2.6 Pr-ASTERMD(ESI
A. GeneraL Comply with ASTM C 926 fot tpphcations iadicated-
I B. Potland Cement Base-Cryat Mixes:
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PORTr-AND CEMENTPT-ASTER
Q"r* CteekTownhomes
w220-3
TtDarcjiitects
Vait Coloado
970-4.79-7387
Booth Crcek Townhomes
Exterior Renovations
Vail Colotado
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1. Ovet Metal Lath: Scratch aad brovn coats for three-coat plastersrotk as follows:
a. Scratch Coat For cehentitious mix 1 patt potdand cement and 0 to
3/4 pats lime. lJse 2-1/2 to 4 patts agr€gate pet Part of cemeotiti,ous
matetid (sum of separate volumes of each componeot materiaD.
b. Brovn Coat For cementitious oatedrl, mix 1 part podand cemeot and 0 to
3/4 plrr:.s lime. Use 3 to 5 patts aggteg te per part of cemeotitious rnateiial
(sum of sepamte vohrmes of each compooent material).
C. Factory-Preparcd Finish-Coat Mixes: Fot ac.rylic-based finish coatings, comply witl
manufactrrler's wtitten instructions.
PART 3 - HGCUTION
3.1 PREPARATION
A. Protect adjacent work ftom soiling, spatteting moistule detedoation, and other harmful
effects caused by plastering.
B. Prcpare solid-plaster bases that ate smooth or that do not have the suction capability
ftquired to bood with plastet according to ASTM C 926.
INSTALLING METALIATI{
A. Expanded-Metal Lath: Install according to ASTM C 1063.
1. On Solid Srrfaces, Not Otherwise Fure& Install self-futting diamond-mesh lath.
INSTALLING ACCESSORIES
Install according to ASTM C 1063 and at locations indicated on Dmwings.
Reinforcemeot fot External Conets:
1. Install lath-type ertetnal-comer reiiforcement at extedor locatioos.
Control Joints: Install con&ol ioins in specific locations approved by Architect fot visual
effect as follows:
l. As required to delineate plasterwo* into areas (p."*1") of the followiog maximum
sizes:
^- Verticd Sudaces: 144 sq. ft.
At distances between control ioints of not greater than 18 feet o.c.
3.3
A.
B.
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970-479-7387
3.
ooth Creek Townhomes
Extedot Renovations
Vail Colorado
As requhed to delineate plasterwo& into areas (panels) with length+o-width ratios of
not gteatet than 2-1/2:1.
Whete conttol ioints occut in surface of construction directly behind Plaster.'Whete plasterwotk ateas chaage dimensions, to delioeate rectangular-shaped areas
Or,n.b) and to dieve the stress tlat occuts at the cotnef, formed by the dimeosion
change.
PII,STERAPPUCATION
General: C*ply with ASTM C 926.
Plastet Finish Coats: Apply to provide skip &orrel-textured finish to m"tch Architect's
sample.
Acrylic-Based Finish Coatingpr Apply coeting system, including ptimets, finish coats, and
seding topcoats, according to manufactutet's written instnctions.
CUTIINGANDPATCHING
Cut, pat b, rcplace, and repair plaster as necessaf,y to accommodate otler work and to
restoto cracks, dents, and impedections- Rqair or replace wotk to eliminate blistets,
buckles, eazmg (check cmcking), dqr outs, efflotescence, sweat outs, and similar defects
and wherc bond to substtate has fail€d"
END OFSECTIONO,!I220
4.
5.
PORTLAND CEMENT PIASTER wm-5
A.
B.
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SECTION 09931- ETTERIORWOOD STNNS
PART1 -GENERAL
1.1 SUMMARY
A. This Section indudes suface preparation and the application of wood stains to exteriot
vzood sufaces.
SUBMITIAI.S
Product Data: Fot each type of stain indicated.
Samples: For each color aad stain matedal to be applied, with textue to simulate acnral
conditions, on repiesefltative Samples of actual substntes.
7. Sained Wood Provide & by lGinch Samples.
1.3 QUAIITYASSURANCE
A. Benchma* Samples (Mockups): Prcvide a full-co,at benchtnerk finish sample fot each
type of staia and substtate rcquited- Comply with procedwes specified itt PDCA P5.
Duplicate Snish of approved sarnple Submittals.
1. Final apptoval of color will be &om benchma* sanples.
Td)*cbite*,
Vail Colorado
mu479-7387
1.4 PROJECTCONDTTTONS
A. Store materials not in usc i" tigbtlf coveted
mininum ambient tebp€ratwe of 45 deg F-
conditioo" ftee of foteip matedals and tesidue"
ooth Creek Townhomes
Exteriot Reoovations
Vail, Colorado
contairers-in a well-ventilete d at:-y- * a.
Maintain storage containers in a clean
B. Apply stains only when temperatffes of surfaces to be stained and the sunounding air are
between 45 degF and X) deg F fot oilbased stain, or between 50 deg F and 90 deg F for
la1gl-[as6d 3rain.
C. Do not epply stain in snow, raio, fo& or misq when relative humidity exceeds 85 perceng
wh€o tehper:rtures ere less than 5 deg F above the dew poing 6s 1s damF or wet surfaces.
DffERIORVOOD STAINS 09931 - 1
ZrDatchitects
Vail, Colotado
970,479-7387
Bootl Creek Townhomes
Extetiot Reoovations
Vail, Coloado
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2.1
1.5 EXTRAMATERI.AIS
A. Fumish extra stain materials fton the same prcductiom nrn as the materids applied and in
quantities desctibed below. Package with pnotective coveting for stomge and identi$ wi6
labels descdbing contents. Deliver extta materials to Owner.
1. Quantity: 5 petcen! but not less tlan I gd' ot 1 case, as apptopdate, of each
eaterial and color applied.
PART 2 - PRODUCTS
MANUFACTURERS
Available Products: Subject to compliance with tequirements, products that may be
iocolporated into the lfotk indude, but are not limited to, those listed in othet Part 2
artides.
Manufactuers' Names: Shortened versions (shown in parentheses) of the follovring
manufachrrers' names are used in other Part 2 artides:
1. Benjamin Moore & Co. (Benfamin MoorQ.
2. Cotonado Paint Company (Coronado).
3. ICI Dulux Paint Centers (ICI Dulux Paiots).
4. PPG Industries, Inc. (Pittsbutgb Paints).
5. Sanuel Cabol Inc. (Samuel Cabot).
6. Sherwin-WilliamsCo. (Shetwin-Williams).
7, or equivdent
E)ilERIOR ITOOD STAIN MATERIAIS, GENERAL
Material Comparrhility,: Provide pdmen and 6nish-co'at rnaterials tbat ate compatible with
one another and vith the substrates indicated undet conditions of se.rvice and application,
as demonstnted by nanufactrret based on testing and 6eld expetience.
Stain-Materid Quatitp Prcvide tnanufacturer's bestquality stain matetial of the vatious
stain types specified tlat are frctory fotmulated and tecommeoded by manufactuet for
application indicated- Stain-matedal containes not displayiry manufacturds product
identi-fication will not be accqrtable.
Colors: Match samples.
E)CTERIOR !?OOD STAIN PRODUCTS
A. Senritransparent Oil/A\d Stain:
B.
EXTERIORITOOD STAINS 0w3l -2
D.
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VailColondo
9704't9-7387
1.
ooth Cteek Tournhomes
Extedor Reoovatlons
Vail Colorado
& lfood PreservativeBeniamin Moote Moorrood Semi-Transparent Stain
No.081.
Coronado: 92 ilrnre Nodik Semi-Ttaospateot $tzin 2ad pteservative.
ICI Dulux Paiats: 27lGlQOO( Woodpride Extedor Oil Semi-Transparent Stain.
Pittsburgh Paiat: 77-9fi) Seties Rez Extedot Watet Repellent Semi-Tmnspatent Oil
Stains.
Samuel Cabot Semi-Tanspercot Sr4ins 0300/6300 Sed€s.
Shenrifl-Williarns: Extedcr Alkyd Semi-Ttanspat€ot Wood Presew"ative Stain 414
Seties.
ot equivaleot
PART3-EXECUTION
APPLICATION
Examine substrates, areas, and conditions, with Applicator present, fot compliance with
tequitements for paint application.
Remove hatdwate aod hardwate accessodes, plate-s, machined **"..., l4htitg fixtutes,
and srmilar items aheady instelled that are oot to be stained, If rcmoval is imgactkal ot
impossible because of size or weight of item, provide sudace-applied prctection beforc
surface ptepamtion ar1d st ining
1- After completing steining operetions, reinstell items 4s6rv6d using wor-hets skilled in
trades involved"
Surface Preparation: Clean aod ptepare sutfaces to be stained accotding to manufacnrer's
cditten instrirctiof,s for each particuh substrate condition and as specified. Allow
unseasoned ot shiny new wood to weather thee months bdo4e staining.
1. Countetsink steel nails, if .rse4 and fill with putty tinted to 6nd corlor to eliminate
rust leach stains.
Mixiqg: Stit stain thotougbly before applying and ftequendy dutiog ap,plication to maintzio
color consistency. Maintrio containem used in mixing and -Fplication in a deen conditioq
free of foreip materiels and tesidue,
Minimum Speading Rate Apply stain at manufactuer's recommended spteading ate to
ensrEe prcper t €oeftatioo. use applicators and techniques best suited fot zubstratc and
type of stain matetial being appted-
Protect work of othet ttades, whether being staioed or not, agiost damage ftom staining-
Cottect damege by deaning t€eafuing or rcplacing and rcstaining as eppnoved by
Atchitecr
)
3.
4.
f,.
6.
1
E)ffERIOR\7OOD STAINS 09931 - 3
TtDatchitects
Yail, Colorado
97U479-7387
Bootl CteekTowohomes
Extedot Reoovations
Vait Colorado
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G. Provide 'Vet Paint" signs to protect newly stained finishes. Aftec completing stallng
opetetions, remove tempomry protective wrappings ptovided by othets to pfotect theit
wotk.
l. Aftet wo,rl of other tades is complete, touch up and rcstorc darraged ot defeced
stained sutfaces. Comply with procedures specified in PDCA P1-
3.2 EXTERIORWOODSTAINSCHEDULE
A. Extetior Ttim: Prcvide the following on exterior wood tdm:
7. Semitnnspateot Oil/AXryd Staio: Two coats.
END OF SECTIONO9931
FXTERIORWOOD SIAINS w93r -4
?"ro*r"r", oF coMMrJNrt, o"uTpMENr
04/I2/2OO5 Phone: 910-827-5772
o4/L2/20O5 Phone: 91o-a27-5772
Desciption: TO INSTALL 3 TEMPORARY POWER PEDASTAIS FOR EXTERIOR
RENOVATION OF ALL UMTS
Valuation: $1.500.00
ElesEicsl--- >
DRB Fe€_-_>
Investigation-- )
Will Call-------- >
TOTAL FEES- >
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970479-2138
CONTRACTOR Eagle Valley Electric
P O Box 111_6
vail
eo 81558
License: 155-E
APPLICAIIT Eagle Valley Electric
P O Box 1116
Vail
co 8L558
License: 156-E
CONDITIONS OF APPROVAL
Cond: 1-2
(BL,DG.): FIEI'D INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAIICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information requrred, completed an accurate plot
plan, and stat€ tlnt all the information as required is correct. I 4gree to comply with the information and plot plan, to comply
with all Town ordinances'and state laws, and to build this stnrcture according to the towns zoning and subdivision codes, desigrt
review approved, Uniform Building Code and other ordinances ofttre Town applicable 0rereto.
REQT'ESTS FOR INSFECTION SITALL BE MADE TWENTY.FOIJR HOURS IN
PM,
NOTE: THIS PERMIT MUST BE PC}STED ON JOBSITE AT ALL TIMES
ELECTRICAL PERI,IIT Permit
Job Address: 2875 MANNS RANCH RD VAIL Sratus . . -Location.....: BOOTH CREEK TH-2875 MANNS RANCH ROAD Applied .
Parcel No...: 2lOl034O2C[1 Issued _
Proiect No i ':r ,, .-", .l-O 34 y Expires .- { '-.rt
BOOTH CREEK TOSTM{OMES ASSOCI04/12/20O5 phone:
2875 MANNS RJA}ICH ROAD
VAII,
co 81657
Licenge:
E05-0052
3o:-ooi \
: ISSUED.: Mll2l2W5: MlI3l?-0o5.: t0/10/2ffi5
OWNER
90. o0
$0.00
93.00
$s4 .75
$54.7s
90.00
$s4 , ?5
$54,75
$0.00
FEE SUMMARY
Total Calcul ad Fccs- >
Additional Fees-- >
Total Perrnit Fec--->
Payrne s------- >
BAI-ANCE DIJE-._->
Approvals:
Item: 06000 EITECTRICAI DEPARII{ENT
o4/L2/20O5 Js
ItCM: 05600 FTRE DEPARTI{EIfiI
Action: AP
oR AT OI]R OFFICE FROM 8:00 AM - 4
****t*****at****+*****{'******+*****t*tt***+++*+*++f*****++++*'t*********************+'t *******
TOWNOFVAIL, COLORADO Statement:***:!***ff++*******++**+**********a"t{.*****************tt**t*{"t**t********t*********,*,}{.{.{r't*t**
Statenent Nuriber: R050000383 Amount:
Palment Method: Check
Electric 18255
9s4.7s 04/L3/2oo5o2l.26 pt!
Init: DDGNotations Bagle Valley
805-0052 T:rpe 3 EIJECTRICA! PERMIT
210103 4 02 001
2875 MANNS RAIICH RD \TAII.I
BOCTTH CREEK TH-2875 ]/NNNS RA}ICH ROAD
Total Fees:
$s4.7s Total AIJL Pmts :
BaLancei******'l+'t*************************'t********++++++++++******+********t**t*a***t********+*****
ACCO{JNT ITEM UST:
Account Code Deacription eurrent Prnts
Permit No:
Parcel No:
Site Address:
Lrocation:
Thia Payment :
EP 00100003111100
wc 00100003112800
EIJECIRICAL PERI,IIT FEES
TCIIJIJ CAJ'L INSPE TION FEE
$54.7s
$s4.7s
$0.00
51.75
3.00
Building Permit #:_80 5-002 1
Electric;t Permit*,@
97O-479-2L49 (Inspections) -\-
rcWNOF
75 S. Frontage
Vail, Colorado
ApplrcArrou ta no, BE AccEprED rF rNcoMpLErJ* rnrrnnro
Project #t O40324
CONTRACTOR INFORMATION
Electrical Contractor:
Eagle Valley Electric, fnc
Town of Vail Reg.
156E
No.:Contact and phone *'s: CeI 904-5844
Sam Bishop 827-5772
E-Mail Address:
-
Contmctor Signature: A,.4^_"_"^). t.- t \kF=
COMPTETE SQ. FEET FOR NEW BUITDS and VALUATIONS FOR ALL OTHERS (t-abor & Materiats)
AMOUNTOFSQ FTIN STRUCTURE: nla ELECTRICAL VALUATION: $ t,SOO.OO
Aswsorc Ofrrce at 97O-128-864O or visit for Parcel *P"t*l# - tot O3VO ?, t
Job Name: Booth creek Townhcrnes lobAddress: Marue Ranch Road
Legal Description ll t-or ll etoctc I riling:Subdivision:
#l?F&*? "*r.'r.r,'r-" o*"... ]fffi Phone:
Engineer:
-[AAd-C;
Phone:
Detailed descrifiion of work:
To install 3rerovation of a1I units
(three) Terporary Po$rer pedestals for exterior
workclass: New() Addition( ) Remodel( ) Repair( ) Temppower(x) other( )
Work Type: Interior ( ) Exterior (X ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single'family ( ) Duplex ( ) Multi-famity gg commercial ( ) Restaurant ( ) other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Is this permit for a hot tub: Yes ( ) Ng p<x)
Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler System Exisil Yes ( ) No ( )
.y
\WaiMab\cdev\FORMSWERMITS\ELECPERM.DOC 07D6nO02
._oot
*"q,,"nHllffi Hli 5*f,fr, Aroust 05, ax)s
SlbAdrlre$: 2t75 fr|ANl{s RANCH RO VAIL (2
2875 ilA$ms RAI{CH ROAtr
AjFDlnlElnltqr
Acilrrty: E&+oOA{Con$rVri:
Owrier: BOOTH CREEK
Applhr|t CRESTOIIEBUILD{IJGCOiiPANY Fhono: 9?$471-t}519Corfroc fi CRESTOI{E BttLD{l.IG COi'iPAttY Phono: 970'4?tXl6{9
Dqectlptbn: EXTERIOR REInllAROf$SlDltfc, STt C@, CHmNEY C PS Atrfi) DECT(SCofiimnt ROUTEO TO JR, ELISABETTI ECKEL, FIRE AI.{D PL,BTIC UioRKS . JSUTHERgofimrn+ apPlictnt Euh-nltbd c new dlb rpplcatim nfilctr rvrs rtr? aFp.or/rd by phndng on 03.1 7.05, cc . EECKELCotffitcnt b4rUdlng pbrtc spprowd by phri*rg 0S28.05 co . EECKEL
Reot|CcH InsDccdon(sl
9$Tlpr: AMF $&|n|3:tF.: 58 lmpA||r:
RiquesiEd Tlme: 02160 Pfll- Phono: 97F7S.@
En$.red By:
€ of 'aa 'L// t o,!- -
/t/A/,^/ -'u f e
r- J '-'(f"I t- ,O I cnttJ)'r v
06/14/OF lmp€ctrcr: JRMComnant BLDG K LATHE APPRqffD
Acdon: PA PAR1TAI APFROI/AL
:' ..1 Q,'a,t-
ISgUED
T
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R.{$eltor
CorunerbAlstnedTo- Ac$ort
d|;*o*
tt6r2.f05 Insptclar: JRl, A6too: PA PARTIAL APPROTALComrEnt: I-AIHE APPROVED FOR BTDOS HJ AtS CHTN#TEY OIILY OI{ G EI-DG07ll4ig6 lrclector: JRMCflr|tmnt LATHE COIiPLETED
A.IIofi: AP APPRO{/ED
lbm: S ELBFklrlfr.|n: 534 PLAN - FlttAL CtO
Inso.€dgr Hlsbrq
Itrm: ?26 RRE tXPT. t{O?FlCAtlOt{ilrnt: An BLOE)-Framlnolbn; 60 A-OG''Sh€str*k Nail|bm: 70 BtDfr.Mlsc. " Aporovrd "080?/6 lncpoctor: JHlril Acflon: PAPARTI./iLAPPROI/ALCofimsrr| pARIFT STIJCCO BtrlLD|f.l3S A AtO B OIILY
REPT131 Run Id: 3497
Ya"/ ft/z4otrTurf r=lof 1, bl/o of t'
,*ffi ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 97O.479.2139 faxi 97 0.479.2452
web: www.ci.vail,co.us
Project Name: DRB Number: DR8040434
Project Description:
REMOVE FXISTING SIDING, REPLACE WTTH HARDI PLANK, STUCCO, METAL ROOF AND
CANOPIES AND METAL CHIMNEY, NEW BALCONY RAIUNGS
6r"r^*', a,k-tnt/)+
Design Review Board -
Participants:
OWNER BOOTH CREEKTOWNHOMESASSOCIOB/23I2004 Phone:
2875 MANNS MNCH ROAD
VAIL
co 81657
License:
APPUCANT TVPJLU,PENNY 08123/2004 Phone:479-7387
TRD ARCHITECTS
PO BOX 1492
VAIL
co 81658
License:
ProjectAddress: 2875 MANNS RANCH RD VAIL Location:
2875 MANNS RANCH ROAD
Legal Description: Lot: 1 Block: 1 Subdivision: Vail Village 13th Filing
Parcel Number: 210103402001
Commentsl see conditions and-findino
BOARD/STAFF ACTION
Motion By: Rogers Action: APPROVED
Second By: Dunning
Vote: 5-0-0 DateofApproval: 11/03/2004
Conditions:
Cond: B
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is dillgently pursued toward completion.
Cord: CON0006773
1) At the Ume of building permit submittal, the applicant shall veriff that the
buildings will be re-sided with a hardie.plank board on batten application, usirp
batten that b 74o thick and 4" wHe.
1V03/2004 By: ee Mion: AP
DRB Fee Paid: 925O.OOPlanner: EllsabethEckel
Entry:
TOI4ilVM
Application for Design Review
Department of Community Dewbpment
75 South Fnntage Road, Vail, Coloredo 81657
tef : 970.479.2139 fax: 970.479.2452
web: www.vailgov.com
General lnformation:
Al pojects requidng dcign rcview must lBcetue appro\,al prior to submitting a building permit applbation. Pless
r€f€r to the submittal lequirernents for the partiarlar approval that b Equ€stod. An application for Design Review
canmt be accepted until all required informatbn is r€ceived by the Community Development Dcpartment. Th6
project may abo need to be rcviewed by the Toivn Cor.rncil and/or the Planning and Environrnental Cornmission.
Deeign review approval lapres unlese a bulldlng pemlt is i$sued and construction commenc€s withln
one year of the app.oval.
Ileecription of the Request:
r,.r.- ! fl , r.-'.
Location of the Proposal: Lot: I Bbck I g.rbdivision:
Physical Addrros:
?lo I Tr\el
Parcel l{o.:AggAao-C- (Gontact Eagle Co. Asseor et 970-32&W0 br parcel no.)
zonins: A Dt'dt
Name(s) of Owner(s): Bocr',. (eelr To raJuar.n> A"rolt ntrsJ
l||ailing Address:
Phone:
RECEIVED
AUb I J ?,,',,:t
Owner(s) Signature(s):
Name of Applicant:
tailing Addrsss:
,-'.-'--__----.
-!4ioer
Afteration
.-' - (multi-family/commercial)
E-mail Addreee:
Type of Review and Fee:. signs. Conceptual Review
. New Corstuction, _. Addition
-.* -Umlr-Rtt"..tion--.- -- - --
(single-family/duplex)
. Chang€s to Appmved Plans
. SepaEtion R€qu€st
Phone: q1o . +R.'? 3 g')
$50 Plus $1.00 per square foot of totalsign area.
No Fee
$20
No F€6
$650
$300
)Io
$20
rax: 41v. 4fllo'os11
For corsfruc*ion of a new building or demo/rebuild.
For an addition where squar€ botagp b dded to any residential or
cornm€rcial building (includes 250 additions & interior conversiorE).
For minor chang€s to U.rildings and site improvemenb, such as,
rercofing, painting, wirdo,v additions, landscaping, bnces and
rE{aining welb, €tc.
fur mitpr chang€s to buiHings ard site improvements, such 6,
rerqflrS, painting, windo,v additbns, landscaping, fienoes and
reffing wals, etc.
For rwisiorts to plans alreedy appro,ed by Planning Stafi or the
Design Revieur Board.
For Office Use Only:##;?.='trP'5"#'--z-?.D A,\L.
MINOR EXTERIOR ALTERATIONS
TO BUILDING AND SITE IMPROVEMENTS
suBMrTTAt REQUTREMENTS
General Information:
This application is required for proposals involving minor e)Cerior alterations and/or site
improvements. Proposals to add landscaping do not require DRB approval glg they involve
the addition of patios, water features, gmding, or the addition of retaining walls.
r. SUBMTTTAL REqUTREMENTS*r,
.- tr All pages of Application are cornplete
7 tr Checklist is completed and signed
cd StampeO Topographic Survey*, if applicableff Site and Grading Plan*, if applicable
!f Landscape Planx, if applicable4f Architectural Elevations*, if applicable .
- ? [ Exterior color and material samples and specificaUons.
€l- Architectural Floor Plans*, if applicable-ff UghUng Plan* and Cut-sheet(s) for proposed fixtures, ifapplicable
-ry'Title report, including Schedules A & B to veriff ownership and easements*
.7 E Photos ofthe existing site and adjacentstructures, where applicable.
,..tr Written approval from a condominium association, landlord, and joint owner, if
applicable
1E- Site-specific Geological Hazard Report, if applicable*
€!- The Administrator and/or DRB may require the submission of additional plans,
drawings, specificaHons, samples and other materials (including a model) if deemed
necessary to determine whether a project will comply with Design Guidelines or if the
intent of the proposal is not clearly indicated.
Please submil three (3) copics of the materials nored htith an asterisk (*).
**For interior conversions with no exterior chanqes, the submittal requirements include a
complele set of odsting and proposed floor plans, a Utle report, and written approval from a
condominium association. landlord, and joint owner, if applicable.
I have read and understand the abone listed submittal requirements:
Project Name:
Contractor Signature
Date Signed
,la*{.'ll"}+**{.* *:i*'l* **'l*t **t!'l*'t*a!*'}*** {.'t****'a*ii t***++ +*'**:f* *!t*:t{!* +***+ +***** **x't* *r{r't **+ + **,} *,r*t
TOWNOFVAIL, COLORADO
**'tt*'i****!**lr':r*'i***'l*a*r.1.**********
Statement Nurnber: R040006487
Pa)ment tlethod: Check
ARCHITECTS
Statement
Amonnt: $250, 00 Os/23/2OO4O3 :17 PM
Init : .fS
Notatlon: #1104/TRD
Permit No:
Parcel Nor
Site Address:
Lrocation:
Thie Payment:
DR3040434
210103402001
2875 !i!A}INS RA}ICH RD VAIL
2875 IIAIINS RJA}ICH ROAD
Tlpe: DRB-Minor Alt,Comm/Multi
s2s0.00
*'l*|( 'lrrlr*i*'1.*f 'r**'i+*d!'i'i{r**'lrf *:r**tt **:i** *'}* +** lr**i!** * *1r'r.{r* *'}**+f +**{.* *{.*,*rN!* ***!** *{.*** *{.*{!'} ri**'}
ACCOIJNT ITEM LIST:
Account Code Descri pti on Current Pmts
DR 00100003112200 DESIGN REVIEi,\I FEES 250.00
Total Fees:
Total AIir Pmta :
Balance:
$250. Oo
$2s0. o0
$0.00
Building Materlals
PROF$ED iIATERIALS
Tvoe of Matorial Color
Roof
SIding
other wall Nlaterials\
s1*..co
Fecia
Soffits
Wndows
WindowTrim\
Doors
Door Trim
--__l-bnd or Deck Rails
Flues ..--..__\
Flrehing
Chimneys ---\-\
Trash Endosures
Greenhouses
--
-\\
Fietaining Walls ---
Exterior Lighting 1-.-\_
Other
Notes:
Plece specify the manufacture/s name, the color narne and number and attach a color chip.
il)*
'Jll
StJ kt4l 5afr$s./? t.
J)J
J/n
L-, 'ai fJ N
aY\91 ..ra rei-\h; -) J*
ill1
'a-.,.\. -. ;ta-l
L*rbt 'io ffle.rA.hr)
3(^rccu
Page 6 of 12104101lO4
ll-o7. ol
:=lErvJ rJ. I rLLrAr.cr{
21
sw 6140
Moderole White
sw 6 141
Softer Ton
sw 61 42
Mocodomio
SW 6l/t3
Bostel B€ig€
! aoD Trcrr...
F{gIAt- Ro*
KYI{AR 5OO!D or HYLAR sOOOrt SPECIFICATIONS FOR
GALVANIZED A]{D GALVALUME@ COIL COATING APPLIGATIONS:
Colors available
Specular Gloss
Color Unilormity
Dry Film Thickness
Hardness
Adhosion (XCut)
Adhesion (Crosshatch)
Direct lmpact Flexibility
Reverse lmpact Flexibility
Formability
Salt Spray Resislance
Humidity Rsistance
Acid Resistance
Alkali Resistance
Abrasion Coeflicient
Deterg€nl Hosistance
Resistance to Acid Pollutants
Weathering - Color Rstention
Weathering - Chalk Fesistance
ASTM D-523.80
ASTM D-2244.79
ASTM D-1400-81, ASTM D-1005-84rNccA t 1-13, 11-r4, 11-15
AST|\,1 D-3363-89, *NCCA 1 1 12
Eagle Turquoise Pencils
ASTM D-33s9-90
AST|\,4 D-3359 90
ASTM D-2794-84
Gardner lmpact Tester, 1/10" Distortion.NCCA Spec. 11. ASTM D-2794-84
Gardner lmpact Tester, 5i8" ball impact force in
inch pounds equal to metal thickness.
ASTM D4145
180" T-Bend on 1/8 Mandrel
ASTM B 117-73 (1992)
ASTM 0-2247 (1987)
ASTIV D-1308-79 (1987) Proc. 3.'1.1
'10% Sulphuric acid spot test 24 hour exposure
ASTM D.1308-79
(1981) Proc. 5.210% Sodium Hydroxide
ASTM D-968-81
ASTM D-2248
72 hours immersion 3% solution at 100'F
ASTM D 1308-87 Proc. 3.1,1
24-hour exposure 109,6 HNO: vapors
ASTM D-2244-89
20 yrs., 45'South Florida
AST[,1 D-6s9-86
20 yrs., 45 South Florida
20 yrs., 45' South Florida
See color chart on reverse side
Low and medium gloss only
Color controlled both instrumentally & visually
Primer .25 r 0.05 mil, topcoat .8 mil i .05 mil
H.B. lilinimum
No Adhesion Loss
No Adhesion Loss
Excellenl, no removal
Excellent, no cracking,
or loss ol adhesion
No cracks or loss of adhesion
Passes 1000 hours on H-D.G. Steel,
1000 hours on GALVALUN4E*
Passes 2000 hours on H.D.G. Steel,
2000 Hours on GALVALUME*
Excellent, no effect
Excellent, no effect
100Liters/Mil topcoat
Excellent, no ettect
Excellent - no etfect
Maximum 5 NBS units
Color change
Rating ot I l\4inimum
Maximum 157o lossErosion
NOTES:
1. IS7il - American Society for Testing Materials.
2, *lllCct - National Coil Coaters Association
3, *GALVALUME€ is 55% Aluminum-Zinc alloy coated sheet steel and
is a registered trademark of BIEC International, Inc.
ltl
J
E Berridge Manufacturing Gompany
6515 FRATT RD / SAN ANTONIO. TEXAS 78218 / TOLL-FREE 1-800-669-0009 / FAX 210-650-3050 / httpJ/www berridge.com
January 2004 Eerrldgr C0l0rCard .PM0/J0'
r@.1.9
Ilsmraim
BERRIDGE COTOR FINISHES
AGED BROI{ZE
DARK BRONZE
I
COPPER BROWN
III
SHASTAWHITE FOREST GREEN PATITIA GREEiIIIIIT
MEDIUM BRONZE CHARCOAL GREY HEMLOCK GREEN BRISTOL BLUE TERRA.COTTAITIII
HARTFORD GREEN ROYAL BLUEZINC GREY
I
MATTE BLACK
III
rII
CHAMPAGNE COPPER.COTETTIr
SIERRA TAil
TEAL GREEN BURGUNDY
COLONIAL RED
DEEP RED
ANTIOUE
COPPER.COTE
PREWEATHERED
GALVALUME@
BUCKSKTiI PARCHMENT
This Berridge Premium Color requires a nominal surcharge.Berridge Metallic Colors are premium finishes which require a nominal surcharge.
AWARD BLUE
LEAD.COTETU
?
,/F-....s
August 26, 2004
Fttt
coPr
TRD Architects
PO Box 1492
Vail. CO 81658
Re: BoothCreekTownhomes
Lot 1, Block 1, Vail Village Filing 13
DR8040434
To Whom lt May Concern:
Thank you for submitting an application for several exterior changes at the Booth Greek Townhomes. The
application has been scheduled for the Design Review Board hearing on Wednesday, September 15, 2004.
However, please be aware that "hardi-plank" siding is not an approved building material within the Town of Vail.
According to Chapter 14 of the Vail Town Code,
'Predominately natural building materials shall be used within the Town of Vail. The exterior use of wood,
wood siding, wood shingles, native stone, brick, cancrete, stucco, and EIFS may be permitted...the
exteior use of simulated stone or simulated brick shall not be pennitted. The exterior use ot aluminum,
steel, plastic, or vinyl siding that appears to imitate other materials shall not be permitted. The exterior
use of plywood siding shall not be permifted..."
Furthermore,
"The exteior use of any building mateial, including those not specifically identified by this Section, shall
only be permitted, unless otherwise prohibited by the Code, where the Design Review Board finds:
a. that the proposed mateial is satisfactory in general appearance, quality over time,
architectural style, design, color, and texture; and,
b. that the use of the proposed material complies with the intent of the provisions of this Code;
and,
c. that the use of the proposed mateial is compatible with the structurc, site, sunounding
structures, and overal I character of the Town of yail. " (Section 1 4-1 0-D:1 -2)
Additionally, by Monday, September 13rh, please submit a sample of the metal roofing that is being proposed as a
part of the application. Feel free to conlact me should you have any questions or con@rns. I look fomard to
meeting a represenlative of this project on September 15tn at 3pm in the Town Council Chambers.
970.479.2454
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
wwwvailgov.com
September 27, 2004
Mr. Tom DuBois
TRD Architects
PO Box 1492
Vail, CO 81658
Rel Booth Creek Townhome application
DR8040434
2875 Manns Ranch Road
Vail, CO 81657
Dear Tom,
Thank you for attending the September 15 Design Review Board meeting regarding the above application, which
included a proposal to clad the exterior ot the Booth Creek Townhomes in a hardi-plank siding. As you know,
hardi-plank siding is currenlly not an approved building material within the Town of Vail. The Design Review
Board voiced the following concerns:
1) There is a possibility that the wood trim will be standing out from the hardi-plank, particularly at the
roof line. The Board requested that the shakes on the roof extend out over the hardi-plank so that the
edges of .the board are not visible. Please amend and re-submit a section drawing that reflects this
change.
2) The Board feels that the proposal encompasses loo many buildings to be able to make an inlormed
decision, without seeing an on-site example, of several different finishes of the siding. Please provide
two or three several square foot samples on the site which represent the hardi-plank finish and color that
is decided*upon by the homeowner's association. The Design Review Board will visit the site again at its
October 6"'meeting to evaluate whal has'been provided.
3) The Board also expressed concern aboutthe style of metal picket being proposed forthe deck
railings. Please submit a cut sheet or a sample of what is being proposed and an amended elevation
view of the railing.
Also, please note that any approval that may be granted will require that the trash enclosure match the rest of the
buildings. Additionally, some concern was raised over the failing timber walls that front the parking lot. This issue
may be addressed in the form of a condition of approval as well. Please don't hesitate to contact me should you
have any remaining questions or concerns. Meanwhile, I look forward to receiving the.items thal I have requested
above. Also, please let me know when the on-site samples are ready so that I may visit the sile to re-evaluate
what tfas been p?oposed. Thank youlor your patience in what is not always a simple design review process.
Best rqiagig'.",
- >,,1 ,/ , .
( /,{ru4-Efisabeth Eckel
970.479.2454
cc: Bill Pierce, Fritzlen Pierce Architects
f,-p ^".,"""o 'n'"
Department of Com,munity Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2I 38
FAX 970-479-2452
www.vailgov.com
October 12,2004
Mr. Tom DuBois
TRD Architects
PO Box 1492
Vail, GO 81658
(fax) 970 4760077
Re: Booth Creek Townhome application - DRB040434
2875 Manns Ranch Road
Vail, CO 81657
Best
Eckel
970.479.2454
fitF ,v|;,
Dear Tom,
I wanted to touch base wilh you regarding the exterior changes at the Booth Creek Townhomes. The application
is currently scheduled for the next Design Review Board meeting on October 20tn, at which time the DRB is
planning to visit the site and review the hardi-plank sample board that they requested at their September 1Sth
meeting. As we discussed previously, an area of the sample board which displays the interaction of trim and
plank would be helpful for the Board, as well as a sample or a cul-sheet of the proposed deck railing.
I will be out of town from Friday through next Wednesday moming, so please contact me before Friday if further
changes have been made or if the proposal needs lo be tabled to the following agenda. lf I don't hear from you, I
will look loryy4rd to seeing you at 3pm on the 20'n in the Town Council Chambers.
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of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailEov.com
November 3, 2004
Mr. Tom DuBois
TRD Architects
PO Box 1492
Vail, CO 81658
(fax)970 4760077
Re: Booth Creek Townhome application - DR8040434
2875 Manns Ranch Road
Vail, CO 81657
Dear Tom,
Thank you for attending today's Design Review Board hearing regarding the application referenced above. As
you know, the Design Review Board unanimously approved the application to add new railings, utility enclosures,
stucco applicalions, standing-seam chimney caps, entryway enclosures, and hardie-plank siding at the Booth
Creek Townhomes. The Board lound the on-site sample of the siding very helpful in making a decision.
Additionally, lwant to clarify that the trash enclosure wilt also be improved lo the same specifications. Please
note that the following condition and finding were made part of the Board's approval.
CONDITION:
1) At the time of building permit submittal, the applicant shall verify that the buildings will be re-
sided with a hardie-plank board on batten application, using batten that is 31" thick and 4" wide.
FINDING:
1) The Design Review Board approved the application to use hardie-plank siding atter paying
special attention to the warning from the Town of Vail Fire Department that thrs sile is particularly
susceptible to wildfire. The DRB clarified that all proposals for similar siding materials will be
reviewed strictly and on a case-by-case basis.
Thank you for your patience in what is not always a simple design review process. lt is the Town's hope that the
application, as presented and approved, will make a significant improvement to the area and will lessen the
buildings' susceptibility to wildfires. I have enclosed the approval form needed to apply for a building permit.
Please do nol hesitale to let me know if there are any remaining queslions or concerns.
970.479.2454
cc: Mike McGee, Town of Vail Fire Department
enclosure
f,-p nu",t*o "n'"^
List of 0915 DRB comments regarding Booth Creek Townhomes exterlor changes
1) The wood trim will need to cover all exposed ends of the hardie-plank.
2) The roof shingles should be extended to cover the plank at the roofline.
3) lf a wood slain option exisls for the hardieplank, a sample board ol that option
should be placed on the site prior to the next meeting, for review by the DRB.
31,,113S.,"'
picket proposed forthe railins must be shown on an elevatio"gttrlgi/V^
|5) The trash enclosure should be a part of the proposal.
6) Failing timber walls might need to be addressed at some point
Other aspects of the proposal
1) new entrance canopies with gabled roofs
2) lightly-colored stucco application on the chimneys
3) standing seam metal roof caps for chimneys
4) new balcony railings
5) enclosure of exposed utility systems on sides of buildings
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flues and chimneys may project not more than four feet (4') into a required setback
area or into a required distance between buildings.
2' P91cfres, steps, decks or telraces or similar features located at ground level orwithin five ftet (fJ_9f.Cr9und level may project not more than ten feet (10,) normore than one-half (t/2) the minimum required dimension into a required seiback
area, 0r may project not more than five feet (5') nor more than one-fourth (r/4) theminimum required dimension into a required distance between buildings.
3. Balconies, decks, tenaces, and other similar unroofed features projecting from astructwe at a height of more than five feet (5') above ground levet rnay pr61e.t notmore than five feet (5') nor more than one-half flry tte minimum iequired
dimension into a rerr^uireg rijlyf area, or nray projeci n-ot mor rhan five f";tljtnor more than one-founh ('/4) the minimum required dimension into a requiiei
distance between buitdings. A balcony or deck piojecting from a higher elevation
may extend over a lower balcony or deck but in such case shall not be deemed aroof for the lower balcony or deck.
4, Fire escapes or exterior emergency exit stain'ays may project into any rcquired
setback area or distance between buildings not more than iour feet (4,).
5' Bay windows and similar features extending the interior enclosed space of a
structure may project not more than three feet (3') into a required setbacli area or arequired distance between buildings, provided that the tota'l of all such projection
does not exceed more than one+enth ('/,01 the area of the wall surface fromwhich
it projects or extends.
6. Towers, spires, cupolas, chimneys, flagpoles, and similar architectural features not
useable as habitabte floor area may extend above the height limit a distance of not
more rhan rwenry five percenr (25%) of the height limit ior mor" than fifteen feet(15').
Building Materials and Design:
exteior use of wood, wood .siding, wood shingres, native stone, brick,- ionint", stucoo,and EIFS may be permitted. concrete sudiaceg when permittea, sn"n oiireated withtexture and colot; however, exposed aggregate is more acceptable than raw concrcte.
I
D.
l.1. Predominanttfn{tui'ai niiiiig materialts snait oe used within the Town of vait. The
.T!2::r:::": ,_:1.of .st1tcc3 2r Et.F.s witi gloss textures or suiace features that appear toimitate other materials shall not be prmmea. The eftertor use of simulatedsfone orI '..,"--..- ."".':' -'
t ,etLv' ,atn o, ratt r tul uv wnnraecr. r ne exEenor use of simulatecl sfone orI :y.y!1r:i!nck,shail not be pey1ifted, The exterior use of atuminum, steet, ptastio, orv vnyt s!dt!19 that appears to imitate other materials shall not be permifred. ihe exterbrz use of plwood siding shalt not be permifted.
The exterior use of any building material, inctudlng fhose nof spe cificalty identified by thissecflon,_sha/l onty be'permiftel, unless onerwisp prBnibited by this ciae, where theDesign Review Board frnds:a. that the proposed materia! is satisfactory in general appeatrance, quality overtime, architectural style, design, color, and texture; aid,b. that the use of the proposed mateial compries with the intent of theprovisions of this Code: and,c. that the use of the proposed material is compatible with the structure, site,sunounding structures, and overall character of the Town of vair.
I
3.
From:
To:
Date:
Subfect:
CG:
Tom DuBois has a project in before DRB to reface the Booth Creek bwnhomel These 35 unils are in
ne wifO hnd urban int6rtacJ zonJ anO arE immediately adiacEnt to one of the area identlfied by UFSF as
having extreem wild fire potential.
The proposal includes the use of Hardi-Board to 1eplace the de@riorated existing siding'
Wb support the use of altemate materials br several reasong.
\trtrood siding in this climate has a significant rate of deterioration due to UV, e)deem tempeEture . .
variations, the "freeze-tha#' cyJfe d* reeulb in accellerated cellular brcakdwvn of cellulose rnabdals'
and the lnherent associated fire risk'
Our review of existing options other than wood indicabs a limited nurnber of opfiolg' replacem€nt of.the
Jrtertor siOing witn nitu'rar wooO i&ves the building cornplex in ?-less thql desirable condition glven the
iipo"rr" to iild fire. lt should be noted the number of wild land fires on the North eide of l-70 excees the
number of fires on the Souih siae Oy a ration of 8:1. The southern exposure tends to be dry', Upslope
winds from the west tEnd d il;; th'" 9;; fires uphill and€t grcat sdeed. The.last severalfires on the
"ortt
faci"S slope have Oou[feA in siie at a rate df Wo to bui minubs, depending on he degree of slope'
ln addition, given the rate of UV degretlation at this altitude, post€pplied fire retardant has been
iilnr"tote,l- to degrade at twice itrE fisted" rab (a 10 year '\ranenty" is only good for 5 years)' Tracking
buildings needing [o ,e-appiy nEiAarOant is unworkadb. No one sLems to rememberwho orwhen'
The Fire Departmentwould like to go on record as stongly encouraging DRB-allow the use of a
nonomOudtiUfe siding t#iiaf toini" ptof"f
-Wou6 iou please convey our concems to he DRB' We
will make ourselves available if needed at a DRB rneeting.
Mike McGee
Elisabeth Eckel
091021200410:49:36 AM
Booth Creek Townhomes Re-siding Project
trdubois@att.net
TOWN OF VAIL DEPARTMENT OF COMMIJNITY DEVELOPMENT{i't,HT1*?ERoAD L-ot; ,-ury' *nol;Ts-zr3l Ue^:\OiL\--..r'- r<r
NoTE: THIs pERMIT MUsr BE posrED oN JoBSITE AT ALL TIMEs 3-Pc^*--k--uf
A-3
PLUMBING PERMIT
Job Address: 2875 MANNS RANCH RD VAIL
Location.....: BOOTH CREEK TH, A-3
ParcelNo...: 2lOlO34U2W3
hoject No , rt / A
T
Permit #:POs-0122
Statrrs...: ISSUED
Applied. . : 0910212W5
Issued. . : W/@12m5
Expires. .: 0310812W6
OWNER BRJABB, MARIA E.
T72O-B MARSHAI.,L CT
IrOS AI,TOS
cA 94024
APPIJICANT JERRY SIBIJEY PIJ'I{BING
P O BOX 340
MIMTURN
co 81645
License: 134-P
CONTRACTOR .TERRY SIBI-,EY PLI]MBING
P O BOX 340
MIMTURN
co 81645
Iricense: 134-P
09 / 02/ 200s
09/02/2005 Phone: 970-827-5716
09/02/2005 Phone: 970-827-5736
# ofGasLogs: ?? #of wood Pall€l: ??
Desciption: ADD WATER CLOSET AND LAVATORY TO CLOSET
Valuation: $2.010,00
Fireplac€ Infornation: Restricied: ??# of Ga6 Appliaff€s: ??|l***+*l+*++++++a**'|'1.*,1**.a:*:t:r'r*****:|.lr*r.***d(:t:t:litrt*'r********{.:r**{***'|!!*,r FEE SUMMARY
*'l't*************'|.i{i||.t||!l.t||l|l|l||++*,i++*+++*+a++:t:a,ittttt*{.:*,t r.**:t d(
Plumbing-- >
Plan Ch€ck-- >
Investigation- >
Will Call---- >
$45. 00 Restuarant Plan ReYiew->
911.25 DRBFee----------->
s0.00 ToTALFEES___---->
s3.00
so. oo Total Calcu.lab-d Fe€s-- >
so. oo Additional Fees----->
s59.25 Total Permit Fee------->
$s9.25
s0.00
$59.25
$59.25
$0. 00BAI,ANCE DI.JE----- >
i"-'-T;i;Tffi]H;iffi|'tttt*t+*|lti*****,t*+,|t+|t|**{.:t|****:f,l:.:f+*'tr**,t*'|,,f't:t:|.+{.'++**|*t*t|++++
o9/o2/2oo5 Js Action: AP
Item: 05600 FIRE DEPARTI{EI\II
CONDITION OF APPROVAL
Cond: 12
-l?.o**-;J.;--llll3--IS-1-"*.:IT-.-I-"*,*-T-'T*9J-l*T3-J3.*:-tlFfI-.T:*-S-o3I.*".?y-:*llHlI;*******,r,,.,i*,r!'*d!*****+***,i**r**
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in frrll the inforrnation 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 zuMivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
'X\'K{L["'Z*IN ADVANCE BY TELEPHONE AT 4?9-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
0S/O2/2OO5 08:SZ FAtr 5708275234
.-'r
finNw
75 S. Frurtage Rd,
Vall, Colorado
Jerry Slbley PIbBB INc Eoor
ProJcct #: _euiianePemPfiffi;Pi#f#'@?
eTotn-2149 (In6p€dons) \
APPUGATIOT TYIIL T{OT BE ACCEFTED IF IilCOMPLETE OR UHSIG'IED
'/^L 977 -s 7JL
COIIIPLETE VALUATIOil FOR PLUITiBIilc PERUTT (tabor & ilaterlrts)
PLUMBING: $4 O t
Oflle at97U-32E-&64Ow #
P.]Eef # (Requlrud if no bldg. permit # is prov-l.IEffil.2ra7 o J4o 2aas
1T1*' f,^r, tli / arnLh 2'jg,:?tta't'4 N' tt"4 q n' r
Legal Descftrian I tot; N Btodc I riting: I suoolutson:
Englneer:Address: 4 ll Phone: --..-
Detaibd description of work: .----n-itr;- l- t"-,t h iln* i ,
Typeof Bldg.: Singl+family( ) Duplar( ) Multi-farnilVftf OmmeCat( ) Restaunnt( ) Odrer( )
4 No. of Acrommodauon UniB in this bulldlng:
Is his a convcrsion from a wmU Uurning tleplace
r+.**************t**.******************FoR oFFICE USE OllLY"***************r**********r*********
5r'
F/cveryonqdhmq/plmbpar|n
1 -..
+:t9 pm ' Viit-Cd- city of - - -
Requested lnspect Date: F iday, March 23,2OO7
Inspection Area: JRM -
Site Address: 2875 MANNS RANCH RD VAIL
BOOTH CREEK TH, A.3
A/P/D Information
^ _Ac$v$: P0$0122 ^ Type: B-PLMB SubType: AMF St4tus: |S_SUEDuonst rype: Occupah'cy: U'se: Insp Area: JRMOwiier: BRABB. MARIA E.
_Applicant: JERRY SIBLEY PLUMBING Phone: 970-827-5736
_Cohtraclor: JERRY SIBLEY PLUMBING Phone: 07GSZ7-5736Description: ADD WATER CLOSET AND LAVATORY TO CLOSET
Reouestod Inspectlon(s)
Req uested Time: 09:00 AMPhone: 970-827-5736
Entered By: DGOLDEN K
Time Exp:
, ?tt1"zd/
Inso€ction Histow
Item: 210Itemi 22O
Item: 230Item: 240Item: 250Item: 260Item: 290
Item:
R€ouestor:
Coniments:
Assioned To:- Action:
C,[..'.k -*zq
Qo.[
C-I4
'* AoDroved **
shahn " Action: APAPPROVED
ROUGH APPROVED
.5't7 U .t(:.*-
- bo3o ct(/
l.^r, ouoo'd,,o- N)s \-ots oAto'-ut/
REPTl31 Run Id: 6494
6) coNSTRUcnoN pERMtr
t*S/.: I
-
rnhffi/ [,,0.o,
dopsrtmsnt of community development
TO BE FILLED OUT COMPLETELY PFIOR TO ISSUANCE OF PERi'IT
WPE OF PERMIT
n
Etr
Dn
D
EUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION
LOT I BLI
,,r,ro l3th D-5
JoB NAME:BOOTH CREEK CONDOS
r.rlrrrr Ross Davi s
MAIL ADDRESS Boy IQO Vai I
MAIL ADDRESS
GENERAL
CONTRACTOR
,,*u LJon Trucks
TOWN OF VAIL REG. NO.
ELECTRICAL
CONTRACTOR TOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO.
CONTRACTOR
OTHER
CONTRACTO
TOWN OF VAIL REG. NO.
TELE.
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE 002371
PERMIT NO.
-
l.TypEoFcoNsrRucnoN |il ilr rvg//
2. OCCUPANCY GROUP ABE H IN M
DrvrstoN I 2 2a 3 4
GENERAL DESCRIPTION OF WORK :
-
Excavate foundation to Iocate water l
z
tr
nk
BUILDING 4.000
ELECTRICAL
PLUMEING
problem in house.MECHANICAT
TYPE GROUP G.R.F.A. VALUATION PERMIT FEES
R-3 4,000 BUILDING PERMIT !.4 En
\
F<
)
-\ac\\) \)
G{
as\J
PLAN CHECK 22,25
ELECTRICAL
NEW( ) ALTERATTON ( ) ADOTTTONAL ( ) REPATR(x)PLUMBING
DWELLING UNITS
-
MECHANICAT
HEIGHT IN FT.
-
NO. FIREPLACES RECREATION FEE
R-VALLUETHICKNESS DESIGN REVIEW EOARD
CLEAN.UP OEPOSIT
Exr wALLs l /) 6fl ilDI f-y.fltr-USE TAX 100.00
ROOF I vfr' | ''' ,ob-
TOTAL PERMIT FEES L66.75
Gary Murrain 10/3/85
urtdift6-oFtc-nl- fE - -oATE -
Rick Pylman
ADDITIONAL PERMITS NEEDED:
YN INITIAL
sr. cur | | I )NING ADMINISTRATOR DATE
ONING & BUILDING NOTES:
I hereby acknowledge that I have read this application, filled out in tull the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
ordinances and state
n codes, design
agree to comply with the information and plot plan, to
: owNER oR c,
FR. -/
FOR HIMSELF
L,,JocK S)-.,edl-
of community dovolopmont
BLK--
.DAIE
/r"tTfAff.fq:.'dlf llfl nh"lliE^l",trtVng"n,iEiqn",,rvpe or prii,fiii
D BurLDrrrc D pLurunrnc
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LOI
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LEGAL
nFqn
OIYNER
oca I Add.
ARCIIITECT
G ENTRAL
CONTR^CTOR
EL ECTRICAL
CONTR^CTOR
PEN/"'IT FEES
FIL ING +^
booJOB NANIE:*kCx-rplt-
BUII, DING PENA,lII
PLAII CIIECK
EL€CTNICAL
P[UIJBING
MECIJANICAL
NECREATION FEE
OESICN REVIEW BOARO
CI. EAN.UP DEPO SIT
USE TAX
TOTAL P FE E5
-#.
f0Nl ISTRATON oAtE
ZONING & EUILDING NOIES:
cowtRncron
I
I. TYPE OF CONSTNUCIION
?. OCCUPANCY GNOUP
DtvlSt0N
rrr rv@
EHIRM
2t 3 4
X
CE_lVEftAL OESc.ntp I lo of wOnK I
GnouP c.n F.A.
ttt'.wr I nLien,virlri )_noonrorrn-fl-]1p-
DW€ILING UNITS -
HEIGHT IN FT,NO. FIN€PLACES
AOOITIONAL PENMITS
N
sT. cur
I] LA STING
t.)utI DIlc
PL UI,I BING
arue____-_
UI,l BING
COI'IIRACTOR rOWN OF VAIL REG. NO,
MECHANICAI.
CONTRACTON
OIHER
ra!y!_a!-vA& r€s_!g.._
TEtE.
Ross Davis, J
o
r.
Attorney at Law
Ross Davis, Jr.
Cyrus G. AJlen III
Jacqueline A. Flater
Suire Jo7
Vail National Eank Blclg.
P.O. Box lg0
Vail, Coloraclo EI6SE
Telephone:
1303t 476-2414October 2, 1985
!ts. Lori RusselL
Lyon Trucks, Inc,veil, cotorado eisse
Re: Drainage Repair Unit D5
Dear Lori:
lhis will serve to confirm our conversation and asreementregarding drainage repairs that you have been conf,racted toperform in the soils surrounding the exterior walls of unitD-5 BoothCreek Townhouses, Vail, Co1_orado. It is agreedthat you may proceed with the work on the following conditions:
1. All work in any areasr in front of the unit, or ingrassed areas on the west side of the unit shatl be done byhand tools and no power tools will be used, without the priorconsent of Dan walcher. The area has extensive erectricaland plumbing lines crossing the work area that cannot bereadily located.
,?. Upon completion of the excavation, and prior tobackfilling the excavation, you will at your explnse and forthe benefit of the association have the irea inspected andapproved by the Associationrs electrician. Eagle ValleyElectric, Sam Bj.shopr of Minturn nust inspect and approve inwriting the excavation and subsequent Uactctitf to assurethat the existing wiring and sprinkling system are undamaged.
3. A deposit in the amount of $500.00 must be given tothe Association to insure restoration and cleanup of thework site, this will be return upon satisfactory completionof the project.
4. Lyon Trucks, Inc. agrees to indemnify and hold theAssociation harmless from any and alt claims arising fromthe work performed, and will supply the Association withproof of general liability and workmanrs compensation insurancecoverage on demand.
.t
.-* ' li
,*&* , dri*di[,"4&: l*itrr.! -,
' :'ltii
i
Lyon Trucks, Inc.
Page 2
October 2, 1985
If thls constLtutea our agreement and underetanding pleaseeign thls letter and such signiture ahall constitute yourqpproval to proceed with the proJect, and authority to applyfor the building permlt.
If you have any guestions feel free to contact ny office.
esident and Attorney for the
use Association
Lyon
By:
RD,/dd
Since
..1 .'.. -'".., '..- ..'.' ', :,'- .,l.-l!*dau-
TowN ob vet
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Building---- > $54.00 Restuannt Plan Review- >Plancheck--> $35.10 Recreation Fee------ >
Investigation- > $0.00 TOTAL FEES---------- >wi cdl---- > s3.00
DEPARTMENT OF COMMUNITY DEVELOPMENT
$0.00 Toal Calculated Fees- >
S0.00 Additiorul Fees------ >
$92.10 Total Permit Fec---->
PalrFnts---------- >
BALANCE DUE------- >
$92.10
$0.00
$92.10
$92.l0
$0.00
Approvals:
Item: 05100 BUIL,DING DEPARTMENT
05/02/2006 ,JRII Acrion: Ap
*l**i*'i****l.t *{.**
See the Conditions section of this Document for any that may apply.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design
review approved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto.
RF,QIjESTS FOR TNSPECTION SIIALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:flt
AM.4PM.
-hoot{ C^"*_\Jrq,n$p.-4,
t\- j
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADDiALT SFR BUILD PERMIT Permit #: 806-0104
Project # PRI05-0346
Job Address: 2875 MANNS RANCH RD VAIL Status . . . : ISSUED
Iocation...,,: 2875 MANNS RANCH ROAD, H-3 Applied . . : 05t0212006
Parcel No...: 210103402029 Issued . .. : 05102120Cf.
Expires. ..: l0l29l20ffi
owNER WIppER FAMILY PROPERTTES I!.IJCOS/O2/2OO6
15107 W EIJLSWORfi{ IJN
GOIJDENco 8040L
colrTRAcToR wrPpER, DAVID 05/02/2006 phone: 970-475-5160
2875 MANNS RANCH RD
VAIt
co aL657
Ilicense: 3 85 -Lr
Description:
]NTERIOR REMODEL
Occupancy:
Type Construction:
Valuation: $1,500.00 Revision Valuation: $0.m Add Sq Ft 0
{r******i.**,r*:t rra{.*f*ttl.r++*+**&t,t* *r**+r*i.i{r****t 'r**r**+***i****** FEE suMMARY -
SIGNATI.JRE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
a'a
**:&*!t*****!t**********:tc*:1.*********r********:t*****:i************:t ****:s**************,r,f ;*+:*,t!t:t:t********!*{.*1.***
CONDITIONS OF APPROVAL
Permit #: 806-0104 as of 05-02-2006 Status: ISSUED
*************t**********:$*,*******:******!*,******!t*'*****t**:F+:B:S:f ****ta*****{.*!t *,t ***********,**!******:**,**{.i!t{.**
Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 05t02t2006Applicant WIPPER FAMILY PROPERTIES LLC Issued: OslDzl?:Cf,f.
To Expire: l0l29l2ffi6
Job Address: 2875 MANNS RANCH RD VAIL
Location: 2875 MANNS RANCH ROAD, H-3
ParcelNo: 2101034fr2029
Description:
INTERIOR REMODEL
:*'t{.**'*'F*****!**:*{.,*{.*!***+*t'tii.:r{<+r&*,r'fr*************** conditions ******!t***,r.,r:t ,i:t*****t *r.*:r(*********{.*******,F*
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG.): (SFR) SMOKE DETECTORS ARE REQIIIRED PER SECTION
R313 OF THE 2OO3IRC.
APPLICATION WLL NOT BE ACCEPTED IF ]NCOMPLETE OR UNS
Proiect #:3u,L
Eg*.-o/o
Separate Permits arc required
Permit #:
mechanical, etc.t
75 S. Frontage Rd.
Vall, Colorado 81657
D+v(J LutYec, 3oi s89 eoL
u\,MDe- O V,4A,t:r.( o | 303 S3q -
GOMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials
BUILDING: $ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $ToTAL:S /Sd T
For Parcel # Contact Assessors Offrce at 970-328-8640 orvisit
AdriBI#2tola3Y 67o21
JobName: b4p* ReUuJe(JobAddress:lfQ-e h'n**l {2rrutA Poe Jlf-? 'l/Nl tcD ?tLt7
Lesal Description ll Lot: ll Blockd)9$ll Filing:Subdivislon:
W fTod{EE-'s i,,*, R pr. A p I . t/ -i, t/ bl / r " ll lllli& sr$f tg!4!
ArchitecVDesigner:Address:Phone:
Engineer:Address:Phone:
e.i cA*su
WorkClass: New( ) Addition( ) Remodelfi) Repair( ) Demo( ) Other( )
Work Type: Interior }() Exterior ( ) Both ( )Does an EHU exist at thlE location: Yes ( ) No ( )
Typeof Bldg.: Single-family( ) Two-family( ) Multi-familyf,Q Commercial ( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: 3 No. of Accommodation Units in this building:
No/Tvpe of Fireolaces Existinq: Gas Appliances ( ) Gas Lnd#lPWood/Pellet ( ) Wood Burning M
No/Tvoe of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wooolpett* ( ) WooO eu
Does aFiie Alarm Eiist: Yes 0d No (Eoes a FiieEtrinRierTta,tem Exisl: Yes ( ) No (X
FOR OFFICE USE ONLY
F:\cdev\FoRMS\Pennlts\Suilding\bulldingJrermit.DOC PagE I of 16 ou09lzoos
*+*****'l'**!t+*******{.*********************'it*****+++++++************,}**,**************,r*,t {.****
TOWNOFVAIL. COLORADO Statement+********++++*+*******+*****+*********++++f************+++**+********r***************'r***'l{.**
Statement Nrlnlber: R060000497 Anount,:
Palrment Method: check
WIPPER
s92.10 Os/02/2006:-1 :40 AIvrInit : ,fSNot.ation: L76 /DAVTD
$92.10
**1.'1.****'***********'*****,!****f**'t***'$*******'r*+**f****!i********+*+++t+**********************
ACCOI.JNT ITEM LIST:
Account Code Deseription Current Pmts
Permi t No:
ParceL No:
Site Addrese :
IJocation:
Thi6 Paymenb:
BP 0010000311110 0
PF 001.00003LL2300
wc 001000031128 0 0
B06 - 0104
2r.01-034-0202-9
2 8 7 5 MANNS RJAIiICH RD VAII
2875 MANNS RANCH ROAD, H-3
T]ttr)E: ADD/AJ,T SFR BUIIJD PERMIT
Total Fees:
Total ALL Plnts :
Balaree:
$92.1-0
$92.10
$0.00
BUIIJDING PERMIT FBES
PI,AN CHECK FEES
WILI, CAI.,L NSPECTION FEE
54.00
35.10
3 ,00
. GeneralContractor
. Remodelst
STEVE THISSEN
970-845-9 1 36 phone/fax
970-390-5711 moblie Vail
. Properly management
. Drywall
Post Office Box 962
Avon, Colorado 81620
l2-12-0s
To: Town of Vail
Department of Community Development
Vail, Colorado
r am hereby notifying you that r am withdrawing my Building permit #Iio5i.g224]
2E75 Manns Ranch Road H-3
Vril, Coloredo
t "ur"rr,&r4,;%),
Steve Thissen
Hard Rock Dryrvell
FEfENE,O
OEU 1 + iSti
rov-c9lu.DEv'
TOWN bF VAIL DEPARTMENT oF CoMMUNITY DEVEL0PMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BTJILD PERMIT PETMit #: BO5-0224
Job Address.: 2875 MANNS RANCH RD VAIL Status.....: ISSUED
Location......: 2875 MANNS RANCH ROAD, H-3 Applied...: O8/09/Z0O1
Parcel No....: 2lOl0E,4A2C2;9 Issued ...: 08/15/2005
Project No. ..: 9 Rf OS . o 3 .( G Expires...: O?,llll2CfJif
OWNER WIPPER FAMIIJY PROPERTIES IJIJCOS/O,/?OO'
16107 W ETIJSWORTH L}I
GIOITDEtiI
co 80401
APPI,ICA$r HARD ROCK DRYWAIIJ O9/O9/2OO5 phone: 970-845-9136
P.O. Box 962
Avon
co 8L620
L,icense:264-A
coNrRAcToR I{ARD ROCK DRYWAIJIT 0e/o9/2oo5 phone: 970-845-91_35
P,O. Box 962
Avon
co 8L620
License: 264-A
Desciption:
INTERIOR REMODELFIREPLACE CHASE
Occupancy: Rl Multi-Family
Type Construction:
Type Occupancy: ??
Valuation: $1,500.00
Fireplace Information: RestricEd: Y
Add Sq Ft: 0
# of Gas Appliances: 0 # ofcas l,ogs: 0 #of Wood Pelleu 0
$0.00 Totrl Fermit Fe€------ > $92. 10
90.00 Iraymcnts--------- > 592.10
Buildiqg---> $54 .00 Resnurant Plan Review->Plancheck--> S3s.10 DRB Fee------------------ >
S0 .00 Total Calculated Fees- > $92 . 10
So .00 Additional Fees----->$0. oo
Investigation- >
wil cdl--->$0. oo f,6ffgation F€e------>
$3 .00 Ctean-up Deposit--->
TOTAL FEE$.__--- >se2.10 BALANCE DUE------- >$0 .00
Approvals:
Item: 05100 BUILDING DEPARIT,TENT
08/15/2005 JRM Action: AP
Item: 05400 PLANNING DEPARTMENT
Item: 05600 FIRE DEPARTIT{EMI
Item: 05500 PIIBLIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge ttrat I have read this application, filled out in full the information required, completed an accurate plot
**!N**t{t*****,t ****:****{.!t****{.****************'t***--I*?*3---*******,fi+++{r*,**,**{!**************,ti,r,r,f ***{.r*.:f :r*
CONDITIONS OF APPROVAL
Permit #: 805-V224 as of 08-15-2005 Status: ISSUED*****,**'t{.'s**{.*'r***d.*|t***:t.***:f*{t'|.**dc**{.,t.{.**:|.|t:tt'i'i'}***!t******:|t{.*******'f'i*'t*****!******:t*:***********
Permit Type: ADD/ALT MF BUILD PERMIT Apptied: 08/09/2005
Applicant: HARD ROCK DRYWALL Issued: 08/15/20059G'845-9136 To Expire: O2,1l2W6
Job Address: 2875 MANNS RANCH RD VAIL
Location: 2875 MANNS RANCH ROAD. H-3
Parcel No: 2l0l0340l2Dg
Description:
INTERIOR REMODELFIREPLACE CHASE
Corditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQLJRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.); ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WTTH AN APPROVED FIRE MATERIAL.
Cord: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQTJIRED BEFORE ANY
WORK CAN BE STARTED.
Cond:40
@LDG): (MFR/COMM) FIRE ALARM REQIJIRED PER NFPA 72.
plan, and'state ttiat att ttre information as required is correct. I agree to comply with the infonnation and plot plan, to comply
with atl Town ordinances and state laws, and to build this suucture accorOing to tt" to*os zoning and sulOiuision codes, disign
review approved, International Building and Residential Codes and other ordinames ofthe Town applicable thereto.
RFQIJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOI,'R HOURS IN
PM,
BY TEI*EPHONE A&479-2149 OR AT OUR oFFICE FROM 8:00 AM - 4
OWNER OR CONTRACTOR FOR I{IMSELF AND OWNEF
+'l'*{t*'}******'lt*******+++'ltf***+*****f+}********i't***********+f+*{r*******'ti*i******,tr***********
TOWNOFVAIL, COLORADO Stat€ment{t************'}'t'}'}********'}**+*+at**t+lf++++**+lt1+++++**+**at+tl***+**'t*'tt+'t****jtr**{'********
Statement Number; R050001300 Amount:
Palment Method: Check
Drywa1l / ck 6272
$92.10 oe/Ls/2oosLl :15 AIrtInit : LTNotatlon: Hard Rock
Permit No:
Parcel No:
Site Address I
IJocation r
Thia Pa)'ment:
BP 001-00003111100
PF 00100003112300
vrc 00100003112800
BO5-0224
?LOL- 03 4-0202- 9
2875 }IATINS RA}iICH RD VAIIJ
2875 UANNS RANCH ROAD, H-3
$92 .10
TIPE: ADD/ALT MF BUII,D PERMIT
Total Fees: $92.10Total ALL, Pmta: $92.10Balance: $0.00********+'lt{t'}*'}*******************l*****a!**{.******t{r****+*t***********tr******+*+**ttttttf++++
ACCOUNT ITEM LIST:
Account Code Description Current Hnts
BUIIJDING PSRII{IT FEES
PI,AN CHECK FEES
WIIJIJ CALL INSPECTION FEE
54.00
35.10
3.00
l. ,/lu
lprLrcAnoN
wtLL Nor BE AccEprED rF rNcoMpLErE oRfilr,uffiJos.qsv[
\./ - El..lll!-- lt^-h Jr- Ii( I ra -- - aBulldlnq Permit #:-o?
rcVNWYAL
75 S. Frontage Rd.
Vail, Golorado 81657
eu( f (g ?/tG 37a sz rt
COMPLETE VALUATIONS FOR BUILDING PERMIT &
BUILDING: s l$OO -ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICALT $TOTAL: $
For Parcel # Contact Assessors Office at 97b32&8640 or visit
et Ol O jc/ ozoz Q
Job Name: h/ , p pZw_,/, Pt Job Address:, g\s k-ta ahtg
WorkClass: New( ) Addition( ) Remodel(){ Repair( ) Demo( ) Other( )
Work Type: Interior $4 Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Typeof Bldg.: Single-family( )-Iuo*an*t*0$ Mulfl-family Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: z No. of Accommodation Units in this building:
No/Tvpe of GasApoliances( ) GasLoos( ) Wood/Pellet( ) Wood
Gas Loos ( ) Wood/Pellet ( ) Wood Burnins (NOT ALLOWED:Gas
Documene
ffiCDAUG -Ez00s
o5rmn005
ll
I0r ffi
o
o
o
o
D
o
B
D
o
o
Department of Community Deyelopment
Project Name:h/r P / r'*- {e* , (',
PrcjectAddress:267{
a
o
B
tr
D
o
a
This Checlrlist must be omplM befote a Building Permit aoplication is
arcoH.
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
C,ondominium Association letter of approval a$ached if project is a Multi-Family complex
Plan Check Fee required at submittal for projects valued over $100,000.00 (See atached
Construction Fee Schedule for calculations)
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan induded (refer to Public Works checklist) No dumpster,oarkino or material sbraoe
allowed on roadwavs and shoulderc without wriften aoproval
Asbestos test and results submitted if demolition is occurring
Architecrt stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(3 sets of plans for remodeUadditions, 4 seE
of plans for new SFR and Duplo<, 5 sets of plans for Multi-Family and Commercial Buildings)
Window and door schedule
Full structural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
I have read and understan gubmittal rcquilements:
Applacanfs Signatur€:
r-{-0Date of submittal: e
Received By:
-
5
Documene 0512012005
TOWN OF VAII. DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE FOSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PErMit #: MO5-0196
3os 'o/x q
Job Address: 2875 MANNS RANCH RD VAIL
Location.....: 2875 MANNS RANCH ROAD, H-3
ParcelNo,..: 210103402029
Project No t ?Rf O.;_6S\e
Status...: ISSUED
Applied. . : O8129/2W5
Issued. . : 09119/2W5
Expires. .: O3ll8l2ffi6
o$tNER WrppER FAl,trLy pRopERTIES U'CO8/29/2OO5
t5t07 W EIJI-'SWORTII I-lN
GOIJDEN
co 80401
APPLICANI WESTERN FIREPIJACE SUppLy, ANlg/29/2005 ptrone: (?L9) 591-0020
1685 PAONTA
COI,ORADO SPRI}IGS
coLoRADO 80915
License:323-M
col[TRAcToR WESTERN FIREPT,ACE SUppLy, INOS/29/2005 phone: (719) 591-0020
1585 PAONIA
COIJORADO SPRINGS
COITORADO 80915
I-,icense: 323-M
Desciption: INSTALLATION OF AN EPA APPROVED WOOD BURNING FIREPLACE
Valuation: $4,671.00
Fireplace Information: Restricted: y # ofGas Appliances: 0 # ofcas togs: 0 #of Wood Pelleu 0l.|+++l**d.***..*t'***,|**,|***'t'}l.*+}.|t*{.*****i'l|**.i{.**!t**ll*++t***3***
Mechanical-- > $100. 00 Restuannt Plan Review-- > $0. OO Total Calculated Fees-- > 5228 . oo
Plan Check--> S2s.o0 DRB Fee-----------> gO.OO Additional Fe€s------ > 50.00
Itrvestigation- > $100.00 ToTAL FEES-.__--> $228.00 Toral Permit Fee----- > 9228.00
Will Call----> S3.00 Pavments--------------- > 9228-oo
BALANCE DUE-----> $0. oO
ITEM: O51.OO BUII-IDING DEPARTMENT
o9/L2/2oos JR!4 Acrion: Ap
Item: O56O0 FIRE DEPARTMENI
CONDITION OF APPROVAL
Cond: 12
(BL,,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLTANCE.
Cond: 22
(BL,DG. ) : COMBUSTION AIR IS REQUIRED PER CBPTER 7 OF THE 2003 IMC AND SECTION
304 OF TIIE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond: 23
(BIJDG.): BOIILER INSTAIIJATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
EHAPTER 10 OF THE 2OO3 IMC.
Cond: 25
(BLDG.): GAS APPLIAIICES SHAITIJ BE VETiITED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG. ) : ACCESS To MECI{AI{ICAI, EQUIPMBIT MUST COMPLY WITH CHAPTER 3 oF THE 2003
IMC AI{D CHAPTER 3 OF THE 2OO3 IFGC..
Cond: 31
(BLDG.i: BOILTERS SHAITIJ BE MOITNTED ON FIIOORS OF NONCOMBUSTIBLE COITST. INITESSI,ISTED FOR MOIJNTTNG ON COMBUSTTBI,E FIOORING.
Cond: 32
(BLDG.): PERMIT,PL'ANS AND CODE ANAIJYSIS MUST BE POSTED IN MECHANfCAL, ROOM pRIOR
TO AN I}ISPECTION REQUEST.
Cond: 30
(BIrDG. ) : BOILER ROOMS SHALT BE EQUIPPPED WITH A FITOOR DRAIN OR OTHER APPROVED
MEAI{S FOR DTSPOSING OF r,rQUID WASTE pER SECTTON 1004.5.
DECLARATIONS
I hereby acknowledge that I have read this application, flrlled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to conply 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, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQIIESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 4?9-2149 OR AT OttR OFFICE FROM 8:00 AM - 4
OR CONTRACTOR FOR HIMSELF AND OWNEF
**********++**********+*'|****:*'tt**********++***'**'*****+llt+******+***++++***********+******{'
TOWNOFVAIL, COLORADO Statement*+*********+** * ********+************t*** * * * * * + +***** *****+*****************'l*,f,i,N * ***!trt* *$**+
St,aternent Nr.unber: R050001537 Amowrt:
Palment Method: Check
FIREPI.ACE
$228 .00 09/t9/2OO5L1 :12 AM
Init: IrC
Notation: f1OO8/WESTERN
Pefmj-t No:
Parcel- No :
Site AddreEs:
Location r
This Payment:
MP 00100003111100
PF 001,00003112300
PN 001000031s3000
wc 0 0100003 r.128 00
2101-034-0202-9
2 8 75 MANNS RA}ICH RD VAII,
2875 MANNS RANCH ROAD, H-3
$228.00
Tl4)e: MECHANICAIT PERMIT
Total Fees:
Total AL,Ir Pmts :
Balance :
M05- 019 5
$228.00
$228.00
$0.00********f***********++*********ft**********l*******:i****t{r+f*****!*****!**'tr**'}******!N.*{.**+**++
ACCOUNT ITEM LIST:
Account, code DeEcriDtion Current Pmts
I{ECHA}ITCAI, PERMIT FEBS
PLAN CHECK FEES
INVESTIGATION FEE (BI,DG)
WII,IJ CELL INSPECTION FEE
100.00
25.00
l-00.00
3.00
F:lwIln ftill|tHilf,dtr dhl
rt trlrl*t*,t,**r
fv,
Recuested tnspeotoata:- Inspeitiec Arel:
SltEAdoess:
Frldav. S.otember 02, 2005sH -'
2875 TRANNS RANCH RD VAIL
UMT#I.3
EC$et5,t
lnsoestigp l1l$terj
It:n: "l !0 ELEC.Tsmc. Fc;yer
Item; 12tl ELEC-Rou,:i,. lt€'m: 130 El[i-Cpnduil
Item: t4l ELIC-M!::-[om: l$ €LEC-Flnal
Sub Sbtrs:'lSStED
ln*gAtea: Sl{
Reouesr€dlnspecr:onrsr R**t AT shlil
Iterfl: i20 ELEC iiouch
Requestor'IJEBS ELECTRIO
CorfuI}etits: llJill call "bling lour blHng boots'
AsstsnodTo. EG|-A;ZLE -- Acllon: Tlme Exp:
Erlcrgd By; EGOLD€N
REPT131 Run Id: 3578
uc-uv-zuuo lnspection Request Reporting Page 12
7:52 am -- - -V;ii_ C-d- .,U 6{:-- --'-
Requested lnspect Date: Tu.esday, May 09, 2006
Inspection Area: SH
Site Address: 2875 MANNS RANCH RD VAIL
UNIT#H€
A/P/D Information
"*ffiJlii ;::-:::',^, .y
'RSFEH+H€I.I""'"AoDlicant: W
Cohhactor: W
Sub Tgne: AMF Status: ISSUED
Insp Area: SH
THERMOSTATSDescription:ELECTRIC HEATERS, ADD
Requested Insoection(sl
_ ltem: 190 ELEGFlnal Requested Time: 09:00 AM
8"Ts%'l?Ji Bai'g#T?s5, #H3(mechanderecrequested)' r;:lfi; S:3rt;'fr'T'Assigned.To: SHAHNAction: _ Time Exp:
De'r";J J R.^ore 7ele <af I ,-f/ecf ,., .*1*.JaA *-6*.'.-
7/ e clvi< 8o".2 no,d l{.olenr!
ffi_remo.power -4 &f4 r f - a?- 2006
Item: 120 ELEC-Roudh * Aooroved *
_ 09/0_2/05 .lnspector: shahd' Action: AP APPROVEDItem: 130 ELEC-ConduitItem: 140 ELEC-Misc.Item: 190 ELEC-Final
REPT131 Run Id: 4646
r l: .r,
06-28-2006 'lnspection Request Reportins Page 48
4:19 pm Vail CO'- Cily Of -
Requested Inspect Date: Thursday, June 29,2006' Inspection Area: JRM
Site Address: 2875 MANNS RANCH RD VAIL
2875 MANNS RANCH ROAD. H-3
A/P/D Information
Activity: 806-0104 TvDe: A-BUILDConstTvp6: Occuoahbv:
OvwieT: WIPPER FAMILY PROPERTIES LLC
Inspection Hiatorv
Sub Tvpe: O Status: ISSUEDUbe: Insp Area: JRM
Phone: 970-476-5'160
Requesied Insoection{s)
Item: 90 BLDG.Final ReouestedTime: 01:00PMRequestor: WIPPER, DAVID Phone: 303-589-2066
- Corimelts: eleq An_d building finals both scheduled, tock box code 5150AssignedTo: CDAVIS Entered By: DGOLDEN KAction: Time Exo:coririr'bjiii NEErrruF[vArELEcrRtiAL-Afib rqEcHAMcnL pERMtrs , /
r'-/\C- ct1@t(Ctt t
cl
t.\,' i,r\ I
REPT131 Run Id. 5448
ca
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479,2139 taxz 970.479.2452
web: www.ci.vail.co.us
ProJect Name: BOOTH CREEKTH C}IANGE DRB Number: DR8050404
Proiect Description:
Addition of mailbox canopy to makh o(isUng in materials and style; applicant and staff
understand that application will be made to change Townhomes' roof from cedar to asphalt will
occur
Participants:
owNER BOOTH CREEKTOWNHOMES ASSOCIOS/09/2005
2875 MANNS MNCH ROAD
VAIL
co 816s7
APPUCANT WRILU,PENNY 08/09/2005 Phone:479-7387
TRD ARCHITECTS
PO BOX 1492
VAIL
co 81658
Project Addressz 2875 MANNS MNCH RD VAIL LocaUoni
2875 MANNS RANCH ROAD
legal Description: Lot 1 Block: l Subdivision: Vail Village 13th Filing
Parcel Number: 2101-03,1-0200-1
Comments: seecondiUons
BOARD/STAFF ACIION
Motlon By: Action: APPROVED
Second By:
Vote: DateofApprovalz O8lI2l2OO5
C,onditions:
Gond: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).
Entry: 08/12/2005 By: ee Action: AP Applicant shall ensure that
existing light filture and wooden post structure located adjacent to mailboxes
be removed prior to inspection by the Community Development Department.
Cond:0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB apprwal shall not become valid for 20 days following the date of approval.
Cond:202
Wrtv;ll"f#i,"1 ts
l,f t
Design Review Board 6o1rourffi)l, !,twrtzs,ACTION FORM 'mrr*
-("Application for Design Review . itf ,r
Department of community Devetopment ,l ,fil'^' U^ lf frP
^T:i$[:lB:!$F';,Xl'Lff.i"i3do 816s7' l,t' t, YW{
web: www.vailgov.com ' y, tTOI4'NM
All projects requiring design review must receive approval prior to submitting a building permit application. please
refer to the submittal requirements for the particular approval that is requested. An application ior Design Review
cannot be accepted until all required information is received by the Community Development Depaftment, The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design rcview approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request:
Adtlltions-Residentiat or commerctal ) t,)ol
Locationof the Proposal: tot: ) ebck: I Subdivision:
Physical Address: 1E;Mdrnr dr \ Ro0d
2\Or034Z@r=Parce|No':@(ContactEag|eCo.Assessorat970.328.8640forparce|no.)
Zoning: il DfVl€
Name(s) of Owner(s):Poor I (reet Tgrn6qo^pl [r1 e6;q{ier
. Phone:
Owner(s) Signatur€(s)
Name of Applicant:
Mailing Address:
E-mail Addrcss: Trcra.r 6lrr
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Mairins Addrcss: ?O BoX 4o7? /^uQ , @ 4\bZO
phone: efll :+4a
Fax: 9?o'hb oo1')
Type of Review and Fee:tr Signs
E Conceptual Review
fl New ConstructionD Addition
fl Minor Alteration
(Multi-Family/Commercial)
n Minor Alteration
!r9ng le-Fa m il y/ Du plex)
df Changes to Approved Plans
tr Separation Request
-€o$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 Construction ofa new building or demo/rebuild.
$300 An addition where square footage is added to any residential or
commercial building (includes.250 additons & interior mnversions).
$250 Minor changes to buildings and slte improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 Minor changes to buildings and site improvements, such as,
re-roofing, painUng, window additions, landscaping, fences and
retaining walls, etc,
$20 Revisions to plans already approved by Planning Staff or the Design
Review Board.
No Fee
RECD AUG iI Z00s
For Office Use Onlv:
Fee Paid: ZA *ce r5hon$.
.n".* ro..3Yl
C€PR-(\ q- (r3a v
++l++++*******i+*t+*+***t****{t+*tt+****t***+******++f++f,******t********++*+****r****+****+*+
TOWN OF VAIL, COLORADO statement**l**+++***+****l'+**+++**++*****|t****+****a**{.********t*a+**************+*+*f*+!t*****,}***r}*+
Staternent lilumber: R050001257 Arnount: g2O.OO Og/09/2OO5O8:48 Atrt
Payment Method: Check Init: iIS
Notation: 3415/CRESTONE
BT'II,DING CO
Perrnit, No: DR8050404 Tlpe: DRB-Chg to Appr plana
Parcel No: 2101-034-0200-1Site Addrees: 28?5 MAIiINS RJANCH RD \TAIIJIJocation: 28?5 lrAllNS RAIiICH ROAD
Total Fee6: S20. OOThis Palment: 920.00 Total AI,Ir pmts: g2o.oo
Balance: $0.00****a***********'l't***++{'*********a!t'+++**'}*'}***a**++**l'**a*++++*+*+**********lt{r**++f*f**,t ***'}
ACCOI,JNT ITEM LIST:
Account Code Description Current pmtE
DR OO1OOOO3 TT22OO DESIGN R^E\':TEI| FEES 20.00
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Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: BOOTH CREEKTH CHANGE DRB Number: DRB050077
Project Description:
REVISED ENTRANCE CANOPY (WGREATER USE OF TIMBERS)
Participants:
OWNER BOOTH CREEKTOWNHOMES ASSOCIo3/11/2005 Phone:
2875 MANNS RANCH ROAD
VAIL
co 81657
License:
APPLICANTTRDARCHITECTS 03/11/2005 Phone:970-479-7387
PO BOX 1492
VAIL
co 81558
License: C000001759
ARCHITECTTRDARCHITECTS 03/11/2005 Phone;970-479-7387
PO BOX 1492
VAIL
co 81658
License: C000001769
Project Address: 2875 MANNS MNCH RD VAIL Locationl
2875 MANNS MNCH ROAD
Legal Description: Lot: 1 Block: 1 Subdivision: Vail Village 13th Filing
ParcelNumber: 210103402001
Comments:.
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:
Vote: Date of Approvalt &1tl1ZOOS
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: 201
DRB approval shall not become valid for 20 days following the date of approval.
TOI4'NM
Application for Design Review
Departrnent of Community Development
75 South Fontage Ftoed, Vail, Cobrado 81657
tel: 970.479.2139 tax: 97O.479.2452
web: wvvw.vailgov.com
General Information:
All projecls requiring design review must rec€i\€ appro€l prior to submitting a building permit application. Pleas€
refer lo the subnittal rsquire[Ents for the partirubr appmvd that b rcqu€sted. An applbation for Desrirn Revir!'v
cannot be accepted until all required inbrmation is received by th€ Community D€\,Blopment Department. The
project may abo need to be reviewed by the Torn Corrrcil and/or the Planning and Envipnrnental Commission.
Design review approval lapses unlese a buildlng p.mlt ls ls3ued and @n3tructlon comm.nccs withln
one year of lhe approYal.
(p- (Ar k'i6R
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Location of the Proposal: Lot: I Bbck-l- S.rOOivSion:@
Physical Addrees: z o
zta l03 zoa\ -Parcel No.:?to loj oi5 (Contact Eagle Co. Assessor at 970-328€640 for parcel no.)
U
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Name(s) of Owner(s):
Mailing Address:
Phone:
l{ame of Applicant: TKD z\RcrrtfE<I5
tailing Addross:7o bx t+e?VAr
n1 o.+-1b,oo11
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Type of Review and Fee:
I Signs
. Conceptual Revbw
. New Oonstructon. Addition
. Minor Alteration
(multi-family/commercial)
. Minor Alteration
(single-iamiVlchplex)
\lg G|ang€s to Approved Phns
$50 Plus $1.00 per sqtrare foot of total sign area.
No Fee
$650 For construction of a n€\,y building or dorno/rehJiH.
$3OO For an additon where squal€ footage is added to any r6idential or
ornmercial buiHing (indud6 250 additions & interior coruersiom).
$250 For minor changes to buildinge and siie imptovements, sudr as,
reroofing, painting, windor additions, bndscapirg, fences and
retaining walls, etc.
$20 For minor chang€s to buiHirBs and site improvomenb, such 6,
reroofing, painting, wirdow additions, landscaping, fences and
retaining walb, etc.
$20 For r€visions to plans already approried by F{annirB Staff or the
Design Review Board.
No Fee
'r.
"
Owner(s) Signature(s):
a'?o'41q.1391
l-ilV-#i*r,;i.SEV.
Separation Request
{t'lt**+***+***{'*****+************+++**'}********'t'*****************************+it+tt+tt +++++,t'{.*
TOWNOFVAIL, COLORADO Statement
{. 'i 'lt 4.'1. + * * * * ****+***** **!3* ** ***+********f *f *{'*,t'*t****+***'}*************** * * * * +******+ * * *++****
Statement Nr.uriber: R050000212 Amount,: 920.00 03/It/2OOSO9:35 AM
Pa)ment Method: Check
ARCHTTECTS
Init : .TS
Notation: #1008,/TRD
Permit No:
Parce1 No:
Site Address:
Location:
This Palment :
DR8050077 Tlpe: DRB-Chg tso Appr plans
210103402001
2875 MANNS R,JAI\ICH RD VATIJ
2875 IAtrINS RANCH ROAD
Tota1 FeeE:
$20.00 Total ALL Pmt6 :
Balance:
Deecription
s20. o0
$20.00
$0.00*****'l****'i***+**+*********:t{.'1.'1.************+t********'l**'}*,1**********r.***********'tt***t******
ACCOUNT ITEM LIST:
Account Code Current Pmug
DR 00100003 LL2200 DESIGN REVIEW FEES 20.00
Dgpartment of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
tulx 970-479-2452
www.vailgov.com
March 17,2005
Mr. Tom DuBois
TRD Architecls
PO Box'1492
Vail, CO 81658
(fax) 970 476 0077
Re: Booth Creek Townhome application - DRB050077
2875 Manns Ranch Boad/Lot 1, Block 1, Vail Village Filing 13
Dear Tom,
Thank you for submitting a change to approved plans application reflecting the new style ot the entrance canopies
at the Booth Creek Townhomes. I have staff approved the application and enclosed the appropriate approva,
form which will be needed prior to building permit submittal. Thank you lor your patience throughout the design
review process and do not hesitate to let me know if there are any remaining questions or concerns.
enclosure
f.-p *r.r.""o rtrr
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
MECHANICALPERMIT PCrMit #: MO4-0380
Job Address: 2875 MANNS RANCH RD VAIL Status. . . : ISSUED
Location.....: BOOTH CREEKTOWNHOUSES, C-l Applied. . : t2/2912004
Parcel No...: 210103402007 Issued. . : 01104/2005
ProjectNo: Expires..: 0710312005
OWNER SKYVAIL LLC !2/29/2004 phone:
658 GRANT STREET
DENIVER
co 80203
License:
CONTFACTOR JERRY SIBLEY PLIjMBTNG 12/29/2004 Phone: 9'70-827-5735P.O. BOX 340
MINTURN, CO
8154 5
License : 1- 52 -M
APPLTCANT iIERRY SIBI-,EY PLUMBfNG 12/29/2004 Phone: 970-827-5736P.O. BOX 340
MTNTURN, CO
81_545
License: 152 -M
Desciption: REPLACE BOILER AND ADD HEAT EXCHANGE FOR NON OXYGEN TUBING
Valuation: 59.109.00
Firenlace Information : Restricted:# ofGas Appliances: 0
$50 . 00 DRB Fee------------------>
S0 . 00 TOTAL FEES----> 5253 .00 Total P€rmit Fee------> 5308. 00
Payments-------------> 5308. 00
BALANCE DI.JE.._..->
ITem: O51OO BUILD]NG DEPARTMENT
01/04/2005 JRM Action: APItem: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Condt 22
(BLDG.): COMBUSTIONAIR IS REQUIRED PER SEC. 701 OF THE 1997 IjMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BLDG. ) : INSTALLATION MUST CONFORM TO MANUFACTURES TNSTRUCTIONS AND TO CHAPTER
].0 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC.
Cond:25
(BI-,DG.): GAS APPLIANCES SHALL BE VEI{TED ACCORDING rO CHAPTER 8 AND SHAI-,L
TERMINATE AS SPECIFIED IN SEC.8O6 OF THE 1997 TJMC, OR CHAPTER 8 OF THE 1997 IMC.
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPI-,Y WITH CTAPTER 3 AND SEC.1017 OF
THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC.
Cond: 3l-
DE'ARTMENT.F..MMUNrr'DEVEL.'MENT
l' '{t , B\\c, \)'*(o'1 rs
7-.,JL,,--,-\-Jc".nrL<tu*o
NorE: THIS PERMIT MUST BE posrED oN JoBSITE AT ALL TIME, [-k-zt^ \ c' t
Mechanical--> 5200 . 00 Resharant Plan Review->
# ofGas t ogs: 0 f of Wood Pellet: 0
FEESt {MARY *'i,r.*t*ai!.}++'rart+rr*'**1)*****r.t***)*'r*)**t*'r*:**'rart*a:t**'t'r**:r*)t***'t
50.00 Total Calculated Fees--> S253.00
Plan Check-->
lnv€stigation->
Will Call---->
** ** art *r.a,lr.artrta**rl *rarlr*rl*
S0.00 AdditionalFe€s------>sss.00
s3.00
$0.00
(Bf-,DG.).: BOILERS SIALL BE MOI'NTED ON FI-,OORS OF NONCOMBUSTIBLE CONST. I]NI-,Ess
I-,TSTED FOR MOUNT]NG ON COMBUSTIBLE FIJOORING.Cond:32(BLDG.): PERMIT,PLANS A}TD CODE ANALYSIS MUST BE POSTED IN MECHANTCAI-, ROOM PRToR
TO AN INSPECTION REQUEST.
Cond:30
(BI-,DG. ) : DRATNAGE OF MECHANICAIJ ROOMS CONTAINING HEATTNG OR HOT-WATER SUPPLY
BOfLERS SHALL BE EQUTPPED WITH A FLOOR DRAIN PER SEC. 1022 OF THE L997 IJMC, OR
SECTION 1004.5 OF THE 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in ful1 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 sfucture according to the towns zoning and subdivision codes, desip review
approved" Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOTJR HOTIRS IN ADVANCE BY Ar 4trq149'ORl{Toili{'OFHeHRoM 8:00 AM - 4 PM.
SIGNA FOWNER OR RHIMSELF AND OWNER
*fl+*fr***+************+tf,t***+****l****+'t***lltallltt***{r{r*+******{rt'3********+**+***++***t'}
TOWNOFVAIL, COLORADO Statcmeirt+++t+********t*t*********++tfa****t'!*****'l*rl'lt'a+*+++tttttttt+ttftt***+*+**********+**+****++*
Statenent Nunber: R050000006 Amount:Payftent Method.: Check
Plunbing 301-37
5308.00 OL/04/200503 :53 PMIniT: DDGNotation: ilerry SibLey
M04-0380 1!pe: MECHANICAL PERMIT
2t0L0340200't
2875 MANNS RANCH RD VAIIJ
BOOTH CREEK TOIINHOUSES, C-1 Total Fees:
$308.00 Total AL.,L Pnts :
Balance :*'i******'f tatt****** * * * * * * *'l * * * * * * * * ***ttf tltf lf***'t{r**'}'t't'**'tr}'t'}r*'t*'}'t***'t*{.*{.*{.*i.**{.t :t *****'t*
ACCOIINT ITEM LIST:
Account Code Des cript ion Current Pmts
Permit No:Parcel No:Site Address :
Location:
This Payment:$308.00
$308.00
$0.00
CL
MP
PF
wc
001-000031_23000
0010000311_1100
00100003112300
00100003112800
CONTRACTOR I,ICENSES
I{ECHANICAIJ PERMIT FEES
PI,AI{ CI{ECK FEES
WILL C.ALL INSPECTION FEE
ss.00
200.00
s0.00
3.00
._t_2J.?7./_?_q9"*.L.4i.Ll-.F4x s?0827.6234 .rerrr S!..Qtgv_ P.I-DnE INc
APFIJGATIOI{ wllT T{OT BE AACEPTED XF IilCOMPLETE OR, UTISIGI{ED
Prclect #:s
rwvwvawly
4+s Bullding Permit #:-
Ittechanical Permit *,@
97 O 47 9 -2L49 (Inspections)
75 s. Ronhse Rd.permit witl not Ue accepEd without the following:
Vailt drawn to scaleb indude:
RECH$VHD
DLU ; 7 ',i,:',1
TOV.COM.DEV.
Pez-qzJ 6
A5trs'ots affte atg7bgz6=
Parcel # Jtot oZ cl A Z Oo7
-rob-Name: fir^f Fwnonl s L J"i#ffi^ u s / 6ou{a^ (--,.*Toil #ns C'
ffi [tr"a{' [rrrme,
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Subdlvlslon:
ffine'' N-ame tr^ r rn eils lu l[ tLs%-'' t'"{}.o',tw+fusllw*+16 4 t'o o
Phone: '
DeEiiadescriptiogofqqk: L r t I t ? . .. / I 'fpol^-. hn,l"-.- b oA) ku* €XC, tar NeiovvceN 'I+< Iatt-'
,f,wo,{chr$ New() Addiud( ) Alteration( ) nepatr(X) other( ) " ..,
fypeoraEg,sinslefamilyt I orpf*t I r'rtFfamlly0( Commercial ( ) Restaunnt( )Otlter( )
g, ,Z![o.^ornccomrodtugn Unitt in thlt brlld
Nrrfn ne of Fireolaces Exlstino: Gas AoDlianceq{ffiqttwood/Pellet ( ) Wood Burnl
mlng (NOTALIoWED)
'No( )-IsEG a onversion from a wood buming firePla
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untll the beed of lhe rfl|lo end ls s66rrd
8g8in5l tho tlofcd snd ol the fumalc
srotbn. Thi5 ore:199 li€ noeded 8lrlght
6€alfor ClFEoly lt, lll ot lV BpPli.nEoa.
Align soomr on vrnt lengths and od.nl
th€m uF.'rEd in all horbonul spPlicslions.
2. Tlghtrn fto lodd^g brnd Yrlth a nul*lvst
|lltllsnug PluE lr4 tum'
E€totr pmc€3clng, tean.ok 8ll Jolnt. 'nco]Eurg I nata Saotlon5 trtrod ao rne lop
of th6llrrud famalt 3nd rnd dl clrmPE ale
tlghtened,
APPUANCECONNECflON
Coflt€ct F€ENS9aF !o f|. tFpllsna€ f,us oollaa
ss dirBcbd in lho tppllEnce mEnuf.EtlfCl3
insuuaticrs. lf th. rPplianco tlua Gollsr lE not
dsslgn€d lo aswgt F6.9NS66|' dlrtctly, rn
ldtDtol rnay ba lvtllrble trom PTS.
G ooz
PnoTecu Srstens, ntc.
LEADER,S IN VENTING TEC']NOLOOY
JOll'tTCONNECTIONS
th€fumdo €nd ol oooh F5lNsaaF compooont InEDrporabr a EsalinE g8rket snd a
mechEniEellocring b$d. Examine allcompon€riE prior tD Insbllatlon' GeEkats musl
[. I p-ri"ii*"itli
"f
llue g€es could l€ak and lotult ln csrhon monorldo pobonlry'
Adi!;hbb wnl langlha are avelable in all dtm€br&
l. lnsdl lh r malc cnd Inlq the fsrlale soclol|. PuBh the unlr !o9rlh.' ohd utn dram
EP
FasNSeal@ VENT SYSTEM
I NSTALLATION INSTRU GTIONS
F st{S6F. nsnufsured bv PtoT€€h M€nuGqtuthg. Ina, (PTM, , le r speabl sblnlss'
sts€l v€m iv€lBm for eas ?red €pplhnoss listsd |3 Cgtagory ll. lll' and lv or in
C"n"O", iyit lrf Cle Venrtr4 Syiunr as noled In ULC436, wlti e tal'od opsretk€
fsmpeErufi of gO Osgrtes F 12is oegmaE c). and a rrlod 9o3ltlv6 Pt€EEut€.o]6'
wiiii'cotumn. F!![s-ttl' ndgr bc lnstrlhd btr tn crp"Lnc'd p]qfttrionll
f;;lihlfilh lh. oF.Edon End mrirtcnanc€ 6t haattng !P-Pll.ne!36rd vandng'
Eolott Insrallhg ihlt pteducl" .umlne sll ccmPcncn€ tot Fo!rlblE shlPPlng
demeoe end rriC ttc comptate Inatrlleligo olnual, Falluti b fellcw ptsprr
in-fiiiofjon Frocrdurer,'lncluding Y.nl pllch rrtC lfiFroFsr rppllcncc
"-*crtons rir:y ee,rlc unsdb condltlcns' P|!T€ch systamr' Inc,.r€comm'nd8
drB Ey-iEn b baln$.ctad onca a y€qr bt a qusllfu EeNic€ lEchnlcan'
When vsnlinE Crtrgor1 u, lil. or lvaPpliEncas, FdiNsEdtmusl bc usod lor th-E-E lte
r.rrur A inE ivinin.'Di not .i" bip€' {nlng5, or iqining mchod! trom dlfturonl
,n"iui""tur.n.'Scr lht Fsaf{seEl' crtrlog numb.t l1B3 fot r ccmPlete lill ol
Da{E tnC Froductt. Evsry vsnt syslom ntud be PlannEd and |tlslrll'd ior opl'murtl
bodprmancc and safely. The v€ntlng syEt€m mu!t( 5rt lr€e F crPsnd and @nlrscl
liij must ue sroooroain accordance wiih 0tff6 lmtructlons. (choc* ror unt€etrlcmd
vqlt movrmrnt hrcugh walk. celllngs, snd tosf Penerrlbne)' lefer P tle-pll
rElig|ca msnulaclrrfg hsttlc&n5 b detofln Ine vefitng requi]emonls and [m|t6[on5
*=h ,"soccib insratlatlon and uEB ol tha oppllanas. lt 15 thr ttrpohdblllry of th'
initetbi to conbct lccll bglldlng snd llrs oftEbE eoncrmlng rry iffil:u on
rssulcden5 rndror lhepsotlofl l€qllt.ficnts th8t mBy rPPlt P€rm[E m3y De
r€ouir8d ba ofe 9t5dng in tnstattation. ThiE Ptoduct nuEt br inltolhd ln accordlnEE
wtitr iocaflultaino cooJ roouite.tlams sg wEla aE Nallonal @d€3: usA - Ne onul Fual
6ri C"a.lNsi.bzg.l orI{FFAsl8nd{rd 54, or NFPA2'll. In CAMFA ' cAN/cG/+
8149.1 or CANCGABl49,Z Ptopan. Inlrlll8tlon Code or tFPllcrble.
GENEIilAL II{STALLATION REQUIREIIEIfTS
Fgtlur€ b conbm wtltr tns3€ klslrllElim instrudlons 8nd tll rPplicirbh cod€E may
result In calartoghic pltp€ity d€nBgE, p.Bonol hluty, or de8th. Thoca ln3vuc'{onr
are I guide to a€slgt s prof€eelonEl in€lall€r.
. ProDer oDd€llon allhe venlBy8teft rnd apPlionoe dsP€n& on thr use and coltacl
558;mbli ot {rll psns 3pacm6d by PTE lot 6 Psnlculsr Inrtilhliqn,
. T€e caclions ahould only be incorporetod In clnjunction lvlth a dlain on sPpllgnc€6
LunatrLrsrwltr a Or5in. or lf aliowed by hE epplianco monuftcur€r for multiPl'
appllanc!lcomeodonE.
- f FouirrJ bv thc appllsnce msnufEclurgl, a drain flnhg nsst br locatod t8 cble
as dEsitte 6 oo abClgnce fl|le oullel DoPondlDg on lha 5rr.ng€mc ol be v8nl
moie thsn one dfiain moy !s rsqult€d. Unlois r dreln llung i5 suPPliod wlth lh6
oplrllanc., trlrtrtl. FasNsoaf DrEln Fltilng'
. Moralhan on€ @legory ll, lllor lVspPllsncs may not be cotrnEctrd into fis seme
wnt svttom. untasi tha apFllance mandEctur€r sPocincdly epProvad Euch a
syste; and he apPlisncos bb aaslgned lor multiPlo vontl^g' c-lt€gory ll' lll o' lv
iiprian"as MAY'NOT thlro ony Pin qf their tint +ys!.m lYtlh I nrturdl dtttt
applbnG.. FasNSesF musr ?void ,ny oonrsot ulfi Plumbing o. slaclrlo8l EyEbms'
' FEsNSeaF mu3l mSlmsln p|!p€r cl.rftncg to combu6libl.E oYi' it* ondte llnglh'
. Ercset for instnllotlon In one or Nvo family d\delllng8' 8 rint .ystom |fifl En€nd€
t."irir'iniJ-nJsl""e thelon whioh thsionnacl€d sppllEnoa'15locatod, shsllb€
omvlJed wiih an cnd$urB hsvlng 3 lit€ t€sistaho8 rsdng aquEl to or gfoelor han
iha! oltho flmr or rod€gg€mbllss throlgh r{tic'h lt Pr858!.
OYE WTGN IN6'TALLIIIG F|rJII!}€d. OF 5' DTAMETER OR GREATER, ATTY
bict-osurrs uusr gE oF NoN4oltaBusrlBlE xATErual;sl
. N6v intLll Fa3tlsarF on En appllanco Oal le tlotllEtad for uso dlth s SP€cl8l Ct'5
Venl qt TyPc A v.nt.
. FE5NS€aFshnl notbetout€d inlo, thfough, orwltt n sny vent, $uoh se an'exlstlng
ma5onry of taclory+ulli chlmn.y, thdl 6 cr'nnect€d io anohof apFlhnEE'
' Do not io3lalt In3ulEdon In 8ny luquied clerranca EPec€ alognd Fsrt'lssgl''
NsrE: FOIOUI' iIANUFACTUREi'S REDUCIIOI{3 FOR ILBOWS.
I
VEI{TSIZEA|IID LENGTH
Rebr tD tho appllsnco lnsnufedulc/a lnsl'lledon in€tru€uonl lor fsp€r 8k€ and Y t
cor touisllon. Fotbv, anv holqdltslrv€rllaEl longth E d h6l9ht llmltaiiorF' minimum
J."En""i tiit "pacei
to combuellbles' or ugoclfcsdons for th€ ura of Etbdflr ' T6!! '
orDrElnT€.3.
Ahhquoh qur Adjuireble vEnt LEng h and Watl Yhlmbl€ 8l. dsslgnod lo 'lldnsb cutting
'
ffrsre ;Ev !. ;;abns when you muct llcld cut I trnt lonl r' l'Vlrsn n€co56a|Y, cut
ttre mereind mty ana keet in.*nd |nats minlmum of 2' venl l€nfi 16 ffi€dEd !t!bla[r
s 5orlsn $r f8mgl€ €ltd, Makr 1$a3ltht clt lo ensqre lha gg3k€l l' comdEigly
cr,","i. S-a .0 bul"s o|l to .veld d-'Eging aho gr5kct durlng tnlrdl'tbn'
whon thrr. ptoccduret aro follow.d, FTENS9aF may &rfrly br cut h the flold,
CONDENIiATEDRANS
tf iisbucuodc ortocsl legulstonE callfofa condsnlEb drEin' us€ a FaiNsE3lD DrEin
nt{ng ;d ;5/e' ro daitic tvue (s/e'lor FSHDT) oJ {pgr€crlsl3 tts€ b oonn€cl lho
faeiforu sanfrarr icsrst dr8ln. Folow rll h€l and nsdqn8i osd€E br dl|lnlng lcldlc
6ffusnt. Do m! ure copP€r g3 a draln ts lt msy comd€'
HOTIZONTAL THROUGH T}IE WAI INSTALLANON
. When vorfing thtough s 3lda\,v!ll. brminato lha syBr'm not l9s6 lhan 12: ('3m)
rbow tho giund gnd abow the inow llne In geographiarl
'rco€
h'h!r€ Enow
aocumulsls-B. The brmination sr€€ mult b. kept chal ol snow rnd lca Elalllim09'
' TBrmlnEb he syshm 4le8sr 7 (2.1ml abovs s publlc wElkwry sr dfivoway' no
nG uti" e tr.d"i ftom tho combuttitn Eh lnlrks of
'ny 'ppllanca
or 3' f9m)
irrm anv orftt. UuliOtm opEnhg. g3r ulifry rmBr, ssNlao r€gulslor ortio llk€' n
J"o
"tt'-ttr.tttn"r" "rLast
s' Isml aboveinybrl6d at inlot t'llhln 'lo {3'1m) End
shsllr€rmlnd,r rt leeit 4 (1.2m1 b€tow,4r horilonhlly lrom or l' l 3m) abovo any
i*r, "inaot,
o, gotlty Eir inl€linh any btllldlng 83 providld h tho t'lallonBl FuBl
eas code eNSf Zzzg:1 a^.1 NFPA 54. Prcpor rudg€mtnl mry regolre gfoater
atJanser doDcndlng on he siz€ ol lho oqulpm€nt Inrtallsd ot to ollov for Bnotr
OrffUng oi f"liing frot ovofiood rocf! or lr..E' Th! hrnllatlon rhould be away
foln rrees, :hrubt or docorallvs h€mt EE tllo Easeg oould cru!' damagg'
. Ths tstBl hottsohlol vant lengtfi ftom tho tpFlrrr flue Fllar !o ths oulald5
trminatlon thdl ^ol
be greabr thm tpoolffed ln ttE EPplhrF tnrltdBctur€'s
tnc.rlona.Whanusingth€atandsdWrllThlmblethroughtcombusliblBvlall'iro
mtr{mum trorkonlal veit len! h b€twan tho l^3lds lvBll md rlbo^/ tnu3t b€ 24'
(.610m1 fat s"4'dlametEr FitNSsal'tnd 38 3/8" (€75mf lor 6'-16'dlBmetar
FasNSssF.
' A hollzortd lnrhll.tion 3h€lt h8u.r Elq9e (uPttalis or dowrME,rd5 forcstoEory t'
ii iri. oitv a ppl"n*s) of no less than rl4 i6-'lnrm) every 1? (305mm) lD prEvent
-itid, or-i",rc"ntetrr3, tormsdm of lc6 butld tJ9. or bbd'sge Et 3ny locailori
witlin Un a*cmlly. Rsfst b sPplhnc! |n8nutu'ill]El'B inEblhtbn lictrucibnE ior
iunrr", Oiuir. t"droirg rhs lhiisllsuon of condon ata dtaln fltllmo snd lh€ oltch
of the syrtom,
. U€B non.combustlbte hanger sttapc r mlnlmum of every E (1.6m) to supporl lh6
vonl gyst€m ftom oeilinO i;hg qr ohsr solld $ructgf85' Oo not punqtulB lho vanl
sysleml
Side
Wall
lnstrallation
ADgllric.
Ai|!olo/lb O€h OlpBc oa
coid{rtab tuf.rcng E
lpEC Cod.r
0L/5L/2005 11:08 FAX. 57OE275254 Jerry slbley PIbDS INc @ oo2
**1116oo Record ww
SECTION XIV' Installation Record
PEMORMANCE Model Number:
Serial Number:
Date ofiInstallation:
I
Fuel: flNactuat Oas ! rroPanc
MeasucdRatP of IrtPut:
Thermostadc Mixing Vdve Setting:
Measured Domcstic Outlet Tempefahre:
Combustion Readings:
Pe ,tt
^J
il
Se--lc-lA
J.?1, o uo s*th'
IL4 ,F
lVo ry
/o
(Address)
(Ad&ess)
co2 -H3,3 w
,,- PPm
02
co
The following items were completcd during installadon:
S Instaltation instructions have been followed and completed
S Cnccr-out procedures have been followed and complcrcd
Informarion regarding the unit and installatjon received and left with owuer / mainEnance
personal,
Installerr Information
(co*p*v) J
(PhoneNo.u",l ?zo - tPlT -S-7Jt
0L/2s/2001 13:12 FAX 5708278214 Jerry slbley PIbnB INc @ oog
1 . D€tetmlne hs bo8tbr atd insts! lhs wEll Thlmble so hst e codi4uo!! mhlmum" a"ii u ir' p.r loot lE mrlntaln€d In the hoaiz.nlsl Ponion ol lho v€nl syttEm'
diiJonsiu ,inu.t no* 116 mev nol be relainod In gny Pert of lhe v€nt 3yElEm'
2. cul lhe o9fih! for hs WElt Thltnble 5 inch!! largof dlEn fis t'.I !ign'Lr' The- ;r;ih[i, ;ilich prckudo tomth!out€rPlrto,tliconfort*Vv'ilhin h€op€nlf€'
(Seo w!ll f hlmbls Installrlbn dlsglrm)
Fael,lseal! DXTERIOR WALL BRACIGTS
*al^rfF,ltxfioni]-ii!]iiill"i, ,"5t be s66urety frshnsd to a soltd m6mb€r ot lh6 bulldlng u€ing''
"*ioorrirc
ra"lansrr ' Tapcon tcrettE for Eofd ma3onry' uood iot'wr fut wood
frlinirig c +neet metal Ecm'Ht for Etruchril $tool'
2. A fv{ll Brsckat must b6
trrtal|od rlt r EnY Uamhlon
hom hotEontsl io a eadlc.l
run of l0 ftal oI rnoao' e|!af
ov.ry l2 {est ot vonbsl run
or !ft3t rnY ollt6l In a
',|dlcal run,
tnslat,E on
1. U!. the Wall g6ckel EE E
h.rC€ls foa fmldng fE holt
looatlqnE on tho u6ll !u rtEca.
?. lt lha wBlt B r.clst i6 Sscur8d
lo a msEonry sttucltl.a' ddll
9ri6 dbr hol€5 61 1rf Tipcon
8Ctrgw9.
3. It lho Wrll Ered(d k sesuEd
b a 9b3l Euuclute, dtll and
UD hsle8 for 114-20 rCcwE.
4. tlfiEWdl Bhd(Otl! ||qured
to ! {ood slrudlr., lt mEY
be hElpful lo orsdtlll for f€
wood EcaeYYs,
t. Alu/8ys instgll il 1' dbtml$
wllhsr bOtvra€n €Ecn
frr1rner and Wsll Brsckot,
6, Sscursly lttech lha Wall
BEGkEt uEitn he aDproprlrb
{asteners io tlro t{!ll,
7, Tlghten $/all Brtck€t to
FsNSeEl' tubin{ urhg {5-
60 l.tlb tDrqw,
Vertical
3, Posltlon PEd A inb lhs op€nlng 5o lhat th€ gEskit d 'nd ol th' WBllThlmblc lr
lccs€d on tha q$slde ol lhs Et|ucture.
4. Aootv s ba6d of sillcdne bebNEen ho t,,'ro *udacss and afound the edg€s bofore"
niiitrig or ""rDwing
lh€ PIEF on Prd A b ha oursld5 of llre sructra
5. F om the InFid€, slide tle 8lB€vB st Pan B omo the slot.:vt of Prrl A unlil P'tt E s-'
niale* ls tlusl rgalns( ln€ Inslde sttucture !udEc8' Fa3$n nlih ral€wE of naus'
6. NOIE|Wh t mftEli€ t]rdgh s nonflrbudble uvrl ho r'/0ll thlmbh ir opnofifl'
?. U65 a T6rmih6tlon T€r of a glrdrcr€€n to finish hB iy:bmb Oilodor'
8. AEErmbto FasNSsEF fNm the sPpll€ ncs tD\vdtds lhs WEllTh in! b' Raf6r to 'Joinl
---Oonnegtions:intr€5€llllalhthnln6uuditn!bfpto'6dul!'(6q,.!io€rrmmP9'1)
Oo nei piiitrala eny Prrt ct ihs 3y5i6m rilh llstantrt or elh'lrJb''
VERTICAL\IENTING
. T€tmlnBtE lh. 3l/ssm d (l.8ml flutl the comluEuon alr IntEkg ot urt oPelt6nca'
. Tsrminst€ he cysl€m st lEgst g' (gml from 6ny ohsf Eulldlng oP€ning, g6i utlllty
m.t$. Eervico ltgulstor or the $k0.
. Teft{neb fi3 &!lom al l68ct 2' (,61m) abovr fie loofllm and
'ny
lrEl or t'ott'cC
;til;;"i";; rffi i {z.lt).'Adaitional ruppod ls nrquknd for svslenr ther
lirand more than O' (1.rm) sboYs hc toolllnE.
. Encloce BsldstttiEl 6xsfht vBnl .t6lDms Dclo^' thE rootlino ot u!€ FTENSoaF li/'z
to timil cond.mslion rnd p|llact rgElnsl mochsnlaElfduro'
,InstallawallblstkelallElEverytrBnsltonftomnorltontElbrYoltbglrunofovor
'ib'''ri.6sm't. " trnl.um of evdy t2' (3.6Gm) of v€rtlcrl run' end 'frst Eny otrsot
in ttrr vcrrliil run. (s3. Dololled FsENSeNl'Wbll B]Bch€t Intlollsuonl
' Unlegg FrrNS.sF k in$lalled In I fre latad shsfi' a firo $l4p snd
'uppon
It
rr$lito6 whsn psnsFdting floors or c€ilingg.
' Th! totlleqllv.lsnt wnt longrh trqr EPPlianceflu€ coll8r lo tho lstr nlton shtll
na Uo im",i . t
"n
.peEingd 6lhe BPCiEnco mofillsdur€/s Inllallclbn l|1lt1|dion$'
. A FEENS$F Relo Cap or ady oth€r Provl€loh ss r€quiEd by ti3 rPdlEnc6
fl|8nvfacFt'et musl bo us€d I'o ke€P rsin 01 dcb$ 4|r d [|€ venl
Loctfo $e PElh lot tho vonl EYBt3m,
ilriiiJir",ii "penrngl
In flooL and cclllngr-b ascommcdsle Fllgstoo&1.
3.;;i;;;;;hr'dti;;ol ior the Fiool Jsaa. cuthe ope^hs Eo llEt a mihlmum
dlarncs of 1?5.4 rnm 15 b6lw€on
VENNilO I}IROI,GH A I/IASOITIRY CHIMNEY
wrun ,"fng ihe FarNssslt V€nl systo.n ln8ld' r masonry "ryqq'. tolPt tu
GnrirNOt'Vb inse adon InstruGtionb lor grnetBl guuolinss' The qdalhl tlewlronE
Ji'dJiu6i*o iti;ttt"g PTs .t 1-s00'76i'348 6r downlo€dlng th€m tom ou r w€b
3h€ wwl.prEtochinfo.coF liLlibaoty.html
ffilrl' ,iiiiiJJftsrr. to vent ctwryy I nzturc 'ttttt
r,PPfizt'rlrt' tptnove the
gatraE
IMPORTANTNONCE
The ll8tinq lor this product i5 void if componentE oth€r lhan tho6e
suootbd is Usted ComPonont3 by PTS ar€ u€ed' All$aranll€s'
"iJ6a ot itpli.a, are vod if thk pmduct and th' apPlirnc€E b
wrrid lild'6nn;;t€d aro nol insigned In ac@rdcn* whh their
respeoiivE Insructlons snd local code rsqufementg'
After the inslalatlon. ched< th: ehlfr sysbrfl b mak€ sure Ell
loints rrr 6€cure and sealod cofrec y' The lrcame €nd Jolnlg'i*iU" ou"*"4 ror gat t'rghtness when uEing th' ventng EyEt€m
*ittt'-C"tJco.v ll, ill oilv rPPli.ncos. ProTech Systems
**.i"tal-ui"t ihe entlre syscm bc dlecked by s qualified
iisooaor at teesr onco annually following iFilial Installalion'
The inst{lalon musl onfom lo the lequl€menls gf the appllanoe
manufachrB/r inslructions, thE Na onal FuBl Gag Codo lnd logal
@des and regulEtiDns.
the Roof JBck and EnY comDus-
ublsr.
4. Wh€n hrhlling on a Fhchsd rcof.
plrcB $b RoofFbshlng undsr ho
lcoflng F8[rd€l uF 3loPe lrom lhr
v€$tsld Ebou€ h. lloflng mEbrld
bololv hs wnL Soal at |€qull€d.
5. lnttall s Roof Jack intc lh€ Rosf
Flrrhlng lo .hcula ProP.t
wndlathn,
6. Now bogin inslsltlng FrsNsoal'
fTom th6 r9pll6nca uPn8fi ,
7. OtEs Fal'lSml'readtsaboo n
Root Jsclr, ltlEdr t Stom CollEr,
iddltlonEl vlnt l6ngths as ngsdQd
sd a Rt|n CsP. Th3 Storrn Collsf
shall resN on hs Roof Jack '
8. To IniFoal fte vsnt !'Y!G|n' oPan
thc lod(lno blnd End fomov€ lhl
Roin CaP.
CLEARANCE TO
COIIUSTIBLES
.@'trlD
RoLd OFtlfne
Trusdlf*
llhlfiUm O.lrnal
e'ffiit
Ch.mo.
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7G&id
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gftlEuna
7!,Inm
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aO' Sourh peNd Str€€t . Abrrry, nY 12202
51 sI63.7284' Fax 519.469.3a7t'{.800'766'il6t3
relcc€protechlnfo.eon' wwrY.protachlnfo'com
Wall Thimble lnsbllaUon
,',.iuil
ll;
Roof Jack Installation
EIEFs lrrspection Request Reporting Page 13
_ _ _ vA!L- CO; TOWil OF _
:?E{ueste.J lnsp+ct Da?e: rtidnesddy, Januarl i6, 20C5
lnspectiorr Area: JRll -
si .. /r'ddres s : g3#fJ#,trHbt'i*,. *Utttt, ..,'
4'.72 rttfi..
A/P/D ltrfomr a:i: .,
Activlt,,:
Ccnsi Type.. Owtmr:
Appflcaf,t:
Contlact+r.
Descrlpli+fl:
:
FMECH 3tatui: l$5UED
lmp At*a: .lRlvl .
Reoua$ed Insn::f ?t1itl
Item: ?!1 ItfClr-Flraf
$equeslcr r:RFY 31.3LgY pLUMStNc
co"riiiie,'t$; r ;;i i.;r iiTb]:;
ol-)-6-os d*
Request€d Tlnre: l'8:00 AIV z' Rronc: 97G827-5736 \J
irlsted 3y: DGOt*DEtt K
g4nfllne,f t$; ', iiil c:;il 827 -37 o<,A36ign€.i.Tc -':OA\;l! nV,i nli'* lr; lqActicn.
lnsFectlon lr.i5lci'.
{ts$: ?00' ltei':r: 31C
Itenr: 315
hem: 32J
ttem: 33*
l$em: 34C
I ltgm: 390
02 ,@
CooW
3,6u %
(.p"q^n1o
0.e
REPT131
CI/- gl- dd
Va;tVtt4uft,,a tS
Br-;tn*Leb'Tothno"'t*s
DEPARTMENT OF COMMUNITY DEVELOPMENTTOWNOFVAIL
.75 S. FRONTAGE ROAD
VAIL, CO 81657
970479-2138
l6f l,btocb l
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
ADD/ALTMFBUILDPERMIT Permit #: 801-0313
fob Address.: 2875 MANNS RANCH RD VAIL
Location......: TILE BATHROOM AND CLOSET
Parcel No....: 210103402006
Project No...: {t4^"
Status.....: ISSUED
Applied...: 10/U/20[7
Issued...: 70/M/2m7
Expires...: 04/02/2002
OVINER DAVIS, ROSS 8., .fR
PO BOX 190
VAIL CO
816s8
License:
CONTRA TOR DT'KEI S TILE
932 MAINE STREET
GYPSI]M. CO 8L637
License: 5l-7 - S
APPLICANT DUKEIS TILE
932 MAINE STREET
GYPSIJM, CO 8L637
Lricense:617-S
Desciption:
TILE BATHROOM AND CLOSET
L0/04/200L Phone:
L0/04/2001 Phone: 910-524-9L56
LO/04/20OI Phone: 970-524-9L56
Occupancy:
Type Construction:
TypeOccupancy: ??
Valuation: $2000.00 Add Sq Fr 0
Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of
Wood Pellet:
Building-> g65.00 Restuarant Plan Review-> $o.oo Total Calc.ulated Fees-> 3130'25
Plan Check-> 542 .25 DRB Fee-------------> $20. oo Addilional Fees---> $75 ' oo
Investigation-> SO . OO Recreation Fee*---> 9o - OO Total Pemit Fee_-> 9205.25
WiU Call-> S3 - oo Clean-up Depooit-----> So. oo Palments-------> 920s.25
ToTAL FEE9-----> s13o.2s BALANCE DUE-----> S0.00
Approvals:I€elm: 05100 BUILDING DEPARTMENT
L0/04/200L DF Action: AP
Item: 05400 PLANNING DEPARTMEMI
Item: 05500 FIRE DEPARTMHq|
It.em: 05500 PIIBLIC WORKS
See page 2 of this Document for any conditions that may apply to this permit'
PAGE 2
*j******f***{.****r}L*r**!E!r***r*********.trt****!*{tt{.l*********rt*tlr!**fi***rt!rjr!r**!r.r.*rr.}Lt***n**l*tntdi*
CONDITIONS OF APPROVAL
Permit #: 801{313 as of 10-04-2001 Status: ISSUED**********it******i*******#*************************'*********************************it*****************
PermitType: ADD/ALT MF BUILD PERMIT Applied: 1O/M/2@1,
Applicant: DUKE'STILE tssued: IO/M/2W7970-524-9156 To Expire: M/02/2W2
Job Address: 2875 MANNS RANCH RD VAIL
Location: TILE BATHROOM AND CLOSET
Parcel No: 270103402W6
Description:
TILE BATHROOM AND CLOSET
Conditions:
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond:14
(BLDG.): ALL PENETRATIONS IN WALIS,CEILINGS,AND FLOORS TO
BE SEALEDWITH AN APPROVED FIRE MATERIAL.
Cond:16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.310.6.1 OF THE1997 UBC.
Cond:1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
DEC[.A,RATIONS
I hereby acknowledge that I have read this applicatiory filled out in fuI the information required, completed an accutate
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.
REQI,]ESTS FOR INSPEC]]ON SHALL BE MADE TWENTY-FOUR HOURS IN
PM.
TELEPHONE AT479-2138 OR ATOUR OFFICE FROM 8:00 AM - 5
Send Clearup Depostt To:
^9 o a
ATUREOFOWNEROR FORHIMSELF ANDOWNE
OaoS.2*{
APPTICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
C,irl?*t>lr
I
Separate Permits are required for electrical, plumtring, mechanical, etc. !
MVNWVAIL
75 S. Frontage Rd.
Va 81657.a 4WwA .\1o-s33CONTRACTORTION
Geffiral Contractbr:A T\l\o"o lJae)+. l{,
Town of Vail Reg. No.:
z+r<f
Contact and Phone #'s;_+ffirr'
t/ -t''COMPLETFVATT'ATIONS FOR BUILDING PERMIT (Labor & Materials
BUILDING: $ELECTRICAL: $oTHER: $ 2,AeA
PLUMBING: $MECHANICAL: $TOTAL: $
klt-s
T INFORMATI
For Parcel # Conhd
**************************************FOR OFFICE USE ONLY********************************:r****:r
-Stva'.-
Assessorc Offtce at 97O-328-864O or visit
robName: R;"bouJ 0^ k" tfl{fi JobAddress: l ntillanne flo,"L 9-)
Legal Description ll Lot: ll Btock: ll riting:Subdivisionr
ownerstututft'o {Ir;t^ln llAddress: 4lr, ED lto ) r Phone: o7/ e /lz/
Architect/Designer:Address:Phone:
Engineer:Address:Phone:
Detailed description of work: 7 f / - l oil rc.,,A a\ c /ag. T
WorkClass: New() Addition( ) Remodel( ) Repair(/ Demo( ) Other( )
WorkType: Intetior (4 Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Two-family ( ) MultFfamily (4 Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 3 No. of Accommodation Units in this building: --
Nofl-ype of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs D.) Wood/Pellet ( ) Wood Eurning (
No/Type of Fireplaces Proposed: Gas Apoliances ( ) Gas toqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
DoesaFireAlarmExist: Yes( ) No( ) ll DoesaFireSprinklerSystemExist: Yes( ) No(X)
F :/everyonef orms/bldgperm
Qp,rr^.f o-g,.^i"*-.! W RE0DocT -2zlrJl
SCHETJ(JLL NI.]I,4I][Ii
('otrltly r\ sscssr tr
.lotlv ('itrutht r.s
(()70) .]lti-ti(i.r I
I r\: (()70) .123,;.t7ll
T 0326 6t66E
20 1 REAL PROPERTY NOTICE OF VALUATION
liag lc ( orrrrlv llrriltlill
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l:rr{lc, ( olota(l(| fiIrr' | -01,19
CONDO: BOOITt CREEK TOWN|TOUSES UN|T:B-3
BK-0333 PG,m90 12-t s8l
210t03402m6
\ LAR ACTUAL VALUI
272310
t-] IAX YEAR I TAX AREA CODEi---.- ..-j- ..
| _3001 -_l _ sc103R00720B
0023676 St
riAvts, Ross E,, "lPO BOX 1S)
vAtL co (t t65B
'f OF PITOPERTY
RESIDEJ ;IAL
272310 50060
iIEAL PROi iiRTY
\ r)ur propetr y was valugd as it existed on Janua! v I of.rctual value l)t your property as of the appraisal ,jate.ne Januar will b€ based on rhis value.
lhe current year. Th€ "current year actual value,, represents thl
The appraisal date is June 30, 2000. The tax notice you receiv€
An assessnr' rll porcentage wi' be applied to the otual value of your prop€rty before property taxes ar€ calculated.The a88e$ntent psrcentage for rGldencas le ; roJected lo be 9.3s%. Generally, all othor proparty, Inctuding vacland, le a88€rsed d 2g%. 99 t-tol(1) and (1.? , C.R.S. A change In tho proJectod r€sld€ntlal aasessrlonrp€rcemage ls NOT grounds for protest or abat, ment ot taxes. 3S5_t2i(ti, C.R.S.
The appraisal i ata us€d to est''t;;156 real prop€rty value was tronl the lB month period ending June 30. 2000..
rlf data is insuriiclsnt during tlril tirn€ period, assessors may use data from the five year period ending June a0,2000' Data shr-ruld be galh€ted in six month intervals going back from June 30, 2000 until sufficient data is gathered.
REAI- TROPERTY VALUATION Pi'v IESTS: lf you disagree with the "current year actual value" or the classification determin€Irroperly' you may file a protest.by rnail or in person with the county Assessor. Please refer to the back of this lornr for the deadfor filing prolests. Complt:ting the Real t'ropbily Questionnaire on the back of this form will help you determine an estimate olyour property, which cart be compared to the value determined by the Assossor. Colorado tiw requires consideration of ltapproach to value for residential properties (includes apartments) ano ttre cost, market, and income approaches to value for var;onrnrercial, and industri; rl properties.
DOCUMENTATION - RI.:ASON FOR RLQUESTING A REVIEW:
(3) TRADE-PRO FOR CONTRACTORS
DIRECT BILL -I LITY P
ISSUE DATE O2-19-2O01 CN REPLACEMENT oF 104 84020398 DECTARATIONS RENEWAL EXTENSION
NAMED
INSURED
AND
MAILING
ADORESS
DUKE RICHARD JR
DBA DUKEIS TILE
932 UAYHE ST
GTPSU}I co 81537-9756
AGENCY & CODE 02-2IIT
ARROW I NS }.IANAGE!,IENT
PO BOX 918
avoN co 81620
POLTCY 12:0 1 A.M. Standard time FROM: 03-03-2001 TO: 03-03 -2002
PERIOD at your mailing address shown ebov€. And for successive policy periods as sttt€d below.
anci with all applicable policy provisions. lf
we elgct to continuo this insurance, we will renew this policy if you pay th€ requir€d rEnewel premium for €ach successive policy
period. subject to our pr€miums, rules and torms then in eff€ct. You must pry us prior to the snd ol ths current policy period o. else
this policy will terminat! :fter any stetutorily requir€d noricas.r€ meiled to you. An insufficient tunds ch6ck is not consldelgq payment.
LIMITS OF INSURANCE
GENERAT AGGREGATE LIMIT (Oth6r thrn Products-Compl6t€d Opcratlons)
PRODUCTS-COMPLETED OPEBATIONS AGGREGATE LIMIT
PERSONAL AND AOVERTISING INJURY LIMIT
EACH OCCURRENCE LIMIT
FIRE DAMAGE LIMIT (Any One Flrel
MEOICAL EXPENSE LIMIT lAny One Personl
$
$
$
$
$
$
2,000,0o0
2,000,000
1,000,000
1,000,000
t-00.000
5r0oo
RETROACTIVE DATE {CG 00 O2 Only} Coverage A of this insuranco do€s not tpply to "bodily lnjun/ or'property denagao which
NONE occurs befora the Retroactlve Dste. if env. shown hffe. Entcr dato or "Non€' if no Retroactive Date appli6s)
BUSINESS DESCR;pT1ON rILE coNrRAcroR
FORM OF BUSII€SS: X Individual Joint venture Partnership corpor8tion Other
Classifications and Locetions of Alt
Premises You Own, Rent oi OccupyTILE STONE }IARBLE T.TOSAIC OR
TERRAZZO WORK-INTERIOR CONST
932 I,IAY}{E ST
GYPSUI,I CO
Codes)914e Premium BrslsP) 22, OOO
RatosPrlGO All Other
2 .629 5 .'t'r 6
Advance PremiumsPrICO All Other58 L27
PREMIUM BASIS
DEFINITIONS
a) Area c) Total Costper 1000sqft psr 91000
g) Gallons m) Admissionsper 1000 per 1000
p) Poyroll s) Gross Sales
Per S1000 Per S 1000
t) Def ined u) UnitsAbove Per unit
Premium Charge Forms Advanco PrEmium
*cc7093 (04-99) 150
Premium Gharge Forms Adyanco Plemium
Other Forms SEE Ul^r7oO2
Amend Reason
PBEMIUM FOR THIS COVERAGE PART
Endors€m€d Ad justment Promium
335$
$
This Declarations Psge supers€des 8nd r€plac€s any precoding
declaralions page bearing the same policy number for this policy
Period.
x
UNITED FIRE & CASUALW COMPANY
PO Box ?3909, Cedar Rapids t 'l.A 5?407
cG 70 01 09 96
*O504I050*
to4
POLICY NUMBER: B4-o2o 399
r ||lilt ll] |ilil llill lilr lllil llil lllil llil lll
+u(1-S
NEW CONTRACTOR REGISTRATION FORM
NAME OF COMPANY:
MAILING ADDRESS:
PHYSICAL ADDRESS:
PHONE #:
FAX #:
CELL #:
This form must be received and approved prior to issuance ol registration. Please submit to the
Town of Vail Building Department, 75 South Frontage Road, Vail, CO 81657.
PLEASE SUBMIT COPY OF ANY PERTINENT REGISTRATION WITH APPLICATION.
Type ol registration being
Application made by:
Print Name
REGISTRATION FEES
Reoular Cost
General Contractor A or Construction Management
(Valuationover$1,000,000)............................. g175.00
General Contraclor B or Construction Management
(Valuation under 91,000,000)............................
Plumbing.........Mechanical...... ........................
Flantrinrlr>rrys'..'..'...
,{pecia}includes drywall, glass, masonry, concrete,\:; - -'
Excavation . . .:l:::lll llll. : :.::. :.:.: :
Owner/Builder.
100.00
75.00
75.00
NO FEE
\*f.oo
s0.00
NOTE: lf you are purchasing an electrical or plumbing registration, you U!J.q provide a copy of A Master Registration
from the State of Colorado.
IT IS IMPERATIVE THAT ALL CONTRACTORS SUPPLY THE TOV WITH THE FOLLOWING INSURANCE
CERTIFICATES:
- LlABlLlry - Option #1 :$1 ,000,000 in the aggregate for Bodily Injury
$1 ,000,000 in the aggregate for Property Damage
Option #2: Combined single limit of 91,000,000
" WORKMEN'S COMPENSATION - Show that you are covered in the State ot Colorado
" No Workmen's Comp (no employees)- Provide a letter stating you are the sole owner & will not hold the
Town liable for any accidents and at the time you hire someone
you will provide us with WC.
NOTE: lf you are purchasing an electrical or plumbing registration, you.@! provide a copy ol a Master Registration
from the State of Colorado.
Renewal Cost
$125.00
75.00
55.00
s5.00
NO FEE
55.00
55.00
Thank you,
TOV Building Dept.
75 South Frontage Road
Vail, CO 81657
970-479-2138
97 0 -47 9-2452 (Fax Line)
1 0. List the major ilems ol equipment which you, or your company, or corporation own or will be used on
the Town of Vail:'l l,+
11. List below the Contracts which you, or your company, or corporation were party to, during the
previous ten (10) years, that were involved in litigation of any type:
13.
1A
12. The following is for all contracts which you, or your company, or corporation were party to during-the
previous five (5) years, what percentage of these projects were completed within schedule? r'll I
How much of the work will you do directly compared to sub-contractors?htt
Banking References
4. ,'.14r, , . /,. ,v,' ,-- jl'(..--- ,2. L. . : *
B.
15. Trade References
A.
B,
1u4..-..*./ -,\-/ z-\ t
9. Do you hold any valid licenses, i.e. Master Plumber, Architect, Electrical? Please provide copy (s).
D.
E.
16. Have you ever had a license in our area or any olher area under any name that was:
Revoked /\-t i/Denied t{(Suspended ,Vl
lf so, please explain:
17. lf registrant is Corporation or Partnership, please state applicant relationship/position:
.n/ r t4
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104 03-03-2001
POLICY NUMBER: 84-o2o 398
FORMS SUPPLEMENTAL DEGLARATIONS
er orns
(07-e8)
( 0 e-e9)
(02-ee)
(0e-00)
*CGo001
rCc2149
'tCG705l
,, IL0228
*cG0057 (og-ss)
*cc2150 (09-89)
*cG7o79 (02-99)
'tIL7009 (04-9I)
*ce2]-46 (07-98)
'cG2160 (09-98)
'tILo017 (11-98)
',CGZI47 (07-98)
*CG?030 (02-99)
* ILCO2l (04-98)
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ttw 70 02 04 96 *06041060,r
Uct 03 Ul le:4lp llrrou I nsurance, Hvon, CO s7()-g4g-6306
DlrSC'lPrFit OF OFf RAr() srLOC qT|oNsrvEHrCr"es,ElcLu$orm
far:09.2{52
kn l0l$nl
Tonn of Vall
75 S. Front4e tord
Vril, C0 01657
TE
p.1
reo&4^ GERTTFICAiE DAIE
10032001PROOUCER
Anow lmurance ltlanagemenq lnc.
P.O, Box 9'|8
70 Bonchme* Road
Avon C0 E1020
TH.IS. CERI lFl-cATE ls tsmrroN
9!ll_4N9 coNFERs No RtcHrs upoN rHE'cEntilidaiE
tr9_19_E& IHIS CERT|F|CATE QgEs r,tor amen-o,-axie-njo onALrEF THE covEFAGE AFFoRpEp By rHFFii[jclE]'EEioW.
INSURERS AFFORDING COVERAGEr!.irr.ru oute.r Tih
Rlchard Dule
932 llayne Strcet
Gvocum r CO E103?
nrgunen r, llnftcd Frrt & Cqqqlfi_
flIUREN B:
SUREn G:
hlSrREn &
II{SURER E:
THEPoL|c|E3oF|l{sURANcELts.rE.ol+.o.rytnveq]"fi{ssuEoToTHEtt{suREDl{AMEDAeor,EEnrxi.ffi
#^I ffSSiTiS*SfiX"H:glPltgI 9j*ygq$!t"^l-"Apjjt-e|JiSg. Ury-,$! 3!:si'Eij'ib wxrcH r{rs cERrFrcArE rray BE rsauED oRiiivi*iinfi-iiEiGnilN;;;H,6i#t;iiil'!-b-ilUr$""L'"ihiu'+^'.[+:'[t"!!Hl#Hf5:f,.trJ'1"#31'It'f,3',S,]Sl3f;'E;il[.'i$ljt?'Sr![poLrcrEs. AGGREGATE unrs srK,wN Nev xrve eerniE6Jct6 CVEruo cr-arus.
GEIIEFAL L|AAILIW
crAns uaD€ Lfl o""r*
03/03t2002
ANY ruTO
ALL O'YIIED AUTOS
SCHEDI,|LED AIITOS
ITiED AUTO6
Nolt{{u Eo twos
occuR [ "-n, uooa
D€DUCNALE
tYo GRS 00fl PEI{sAYtof{ A{D
cf,FtoYERS.ll S[]rY
SHOULO AIIY OF TH E A4'VE DESCRIE6 ?OUCIES !i CANCELLED AEFOi,E T}IE EXFKAIIO.I
DAIE II{EREOF. TXE |ssuNo nrBUFFt tfliLL EI{DEAVOR To tirArt. l!!__ OrVg wnrnen
IIOIICE TO THE GERTIFE,AIE HOLDER I.IAIiED TO rr|E LEFT, BUT FAILUFE
'O
DO 80 $UrT
IflPO8E t{O OELIGAIIOII OR LIABLIII OF AI{1I KIIIO UFO IG II{SURER, N3 AGEr{ls OR
AcoRD 26.s l787l @ ACORD OORPORATPT 1988
' Oct O3 OL l2z4?p Frnoru Insurance, Fvon,CO S?O-9.+9-63OG 7.?
IMPORTANT
lf lhe cerdficate holder is an ADOIT|ONAL IN9URED, the pollcy(igs) must be endorsed. A statement
on this certiflcate does not confer rlghts to the cerslicate hold€r In lieu of such endo6 emen(sl.
It SUBROGAflON lS WAIVED' subjecl to the tems and condltlons of tfr policy, certain polici6 mayrcquirc an endorsoment. A statement on this ccrdflcate doos not confer rights io tfis certificab
holdor in lieu of such endorcement{B}.
DISCLAIMER
The Certlficate of Inaurance on the leyerse 8lde of this fonn do€ not consthte r contract botween
the issuing insurc(s), authorized reprcsentativc or pnoduce., and the certificate holder, nor does it
amr.natlvely or negatlv€ly amon4 extcnd or altertho coEr|ge afforded bI the pollcle8 ll€fed ttercon.
ACORD 25S (787)
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BOOTH CREEK TOWNHOUSE ASSOC.
EOX 2a2A
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PHONE: (aoa) AAg.laag
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BoorH cREEK TowNHousE Assoc. €,;"1
BOX 2826 ., 1+
vAtL, coLoRADO Al6s7
PHONE! (aot) 416-1542
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?ox Enterprises
Eox lpOl Vail, Colo.
;,fryy??,LWT}
Booth Cree:( Townhouse Assoc.Booth Cree:(Vall. Colo,
Dear Slrs,
0n behalf of teslieCreek Tprrnhouses, \{e arefollowing remodeli.rgr
2 12,x6' ) trap windows on the west livinrT roon wallto natch those ln unit F
s <vlights - i;:r;$rirlll ii;;.$rii"ft fili"I*il5",",wlnclows, !2,. ahove roof to insure agiinst1ea<age
2 (2'x4, ) therrno-pane r Bin"loivs iir G2 launrlry roo:.rwith obsure,l storn ivln.Jo,,ys ;or iiivacy.
The construction wiil be ione by a local contractor,i{ari fut.'.i in iiay at an estirnate.l cc-st oi +S,OaS'.'
,?e feel thls wilL be an attractive addition ingood taste, and jrdrth excell_ent wor.-rnanship.- ----
.Than you for-you conCideraticn. ,;"P*lu.-r" contactme wich your lecision au ,con ,i-poiiitr; ;t-ii;_tl4ji.
St*Y,'
L4---71-2r'.:t,.2 t-
i,ln.la FoxFcx Interprises
Iilsonr o.,vner of unlt G2, Boothrequ&sting approval of the
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TYPE OF PERMIT
.---'-
--t1'J EUILDING L4 PLUMBING
E-elEcrnrcal D rouruoRnoN oNLY
D MEcHANICAL D
tr I,r hL t-or futx-
rrmefurp (rer6rc. r,'l
f,ts NAI''f E: QtLsou ,4tr T0/:*U
MAILADDRESs'.Sg<? E qZ
cnv7-btn tFP, PH.
RCHITECT FIRIr'
I,IAIt ADDRESS
^tfv ',11
3ENERAL
NTRACTOR
LECTRICAL
NT&CTOR
--
FrRr,,l t-x zpT'
IIAIL ADDRESS
CITY PH
I,I A IL ADDF ESS
.ITY PH
'LU[I BINGTli
ECHANICAL
INTRACTOR
Fr R f,a
I/ AIL ADDRESS-
F tR r,l
I.I AIL ADORESS
. OTHER
INTRACTOR
I,I AIL AODRESS
CITY PH.
DATE PROJECT I'IO.
N9
l.TypEoFcoNSrRUcroN . trr rrt rtf?-\
z.occupANcYcRouP nee r, 'nd)
DIVISION 12 2a 3 4
GENERAL OESQ&PTION OF IVORK ;
-
PERIIIT NO. " -
tr
:l
BUILOING a.{rc
ELECTRICAL
PLU M BING €&
MECHANICAIZ lttsl.-tp ad
TYPE CROUP SQ, FT. VALUATION PERMIT FEES
5 Eso o BUILDING PERM IT .,.€D.,10 D
5 /n /304 PLAN C}I ECK €-
ELECTRICAL tR.oo
PLU I.I BING n"@
MECHANICAL +NEWil ALTERATIONil ADDITIONAL( ) REPA|Ril
DWELLING UNITS
-ACCOMMODATION
UNITS-
G.R,F.A.
-BEDROOMS
COIJMERCIAL SYST
-RESTAURANTSEATING -HEIGHT IN FT.
-
BATHTU 8,/SHOWER
NOFIREPTACES
-NO.
TO ILETS
COVEREO PARKING
-UNCOVERED
PARKING
-
RECREATION FEE -+
DESIG N REVIEW BOARO #
CL EAN, U P DEPOSIT /ao. od
TOTAL PERI,IIT FEES 183, 16,
UITDING OFFICIAL OATE
INSULATION
FLOOR
EXT. WALLS
RCOF
I I TC TIl ICKN ESS R.VALUF
\Jlt ii\\r AUfrlil\r) InA I Urt
ONING NOTEST
I HEREAY ACKNO\,''LEDGI ?I{AT I HAT'E
R9AD THI.q APPLICA?IO'i AI(D STATE TIIAT THE
ABO\IE IS COR'IEC? A.}i D ACREE IO COJIIPLY
WIT}I ALL T0WN OITI)ISANCSS AND STATE
LA\vS R ECARDI;!..G BtJl l.Oi liG COliSTR UCTIO.\.
HEAT
El-:C: IGAS:
SCLAR: I WQOD:
VAIL WATER & SAN. OIST,TAP FEE :
qOF'IAI NOTFS:
DATE . JOB NAME
INSilbTION REQUEST,..
TOWN OF VAIL
o
CALLER 'r.. ' . I
READY FOR INSPECTION: MON TUES, WED THUR FRI -AM PM
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr BOUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL D POOL / H. TUB
r-1
g FINAL O FINAL
ELE
trT
OF
trc
tr_
CTRICAL:MECHANICAL:
TEMP. POWER N HEATING
ROUGH tr EXHAUST HOODS
CONDUIT N SUPPLY AIR
o?rnnl tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
T0wr{ 0F l,Att
E|UILEIIIUG PEFIMIT
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOB AREA RATIO
EASEMENTS
VABIANC€
UNCOVEBED
APPLICA
PERMIT #lq
REA D THIS APPLICATION ANDSTATE THATTHE ..., ..-'\
ABOVE IS CORRECT AND AGREE TO COMPLY /ETJ
WITH ALL TOWN ORDTNANCES AND STATE
)
EXITS F EO.
oArE oF APPLrcarroN .* / ta, E7
MAIL ADDRESS NEW ( } ALTERATION I } ADDTTION llf REPAIR ( I
USE OF BUI LOING
OfF ST. PARKING
OFF ST. LOADING
NO. OF LIVING UNITS
MAIL ADDRESS SO. FT. COMMERCIAL
WATER( } FORCEDAIR( } ELEC UNIT( I
LOT
'
BLK ,/ FILING
1. TYPE oF coNSTRUcrroN I r r,u @ , ,^
2. occuPANcY GRoUP A B c o e r c ql .l
DtvtstoN 12 3 4
BUILDING PE RMIT
SPECIFIED PLAN CHECK FEES
FI RE SPRINKLERS
DRY STANDPIPE ELECTRICAL
COMB. STANDPIPE
DESCRIPTION OF WORK AREA SEPARATION
OCCUPANCY SEPARATION
;;l Vryt nt{/r/
r HEREBY AcKNowLEDcE ,t^, ,ffiSlL,
z
tr
l
TYPE OF OCCUPANCY EXITS REO.
JoBNAME Booth Creek
DATE OF APPLICATION
uarvre Blalr Development Co
MAIL AooREss 961 P.0. Bo NEWTX ALTERATION ADDITION( I REPAIR
USE OF BUI LDING
HEIGHT IN FT.OFF ST. PAR KI NG
NO. OF STORIES
NO. OF LIVING UNITS
MAIL AoDREss P. 0. Box 177 SO. FT. COMMERCIAL
ctrY Va1l WATER I } FORCED AI R
LOI .I BLK 1 FILING
INT. WALLS
1. TvpE oF coNsrRucnoN I r lrr rv@rrn
z. occuPANcY GRouP AScDerc@r.l
DtvtstoN 12 3 4
SPECIFIED PLAN CHECK FEES
FIRE SPRINKLERS
DBY STANDPIPE
ERAL DESCRIPTION OF WORK AREA SEPARATION
TOtryN OT
BUILEIINGi
l/A IL
PEFIMIT
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AFEA RATIO
EASEMENTS
VARIANCE
COMPLEX ''DI'
UNCOVERED
APPLICATION
ACCEPTED
PLA,N CHECK
I HEREBY ACKNOWLEDGE THAT I HAVE
READ TEIS APPLICATION AND STATE THAT THE
ABOVE IS CORRECT AND AGBEE TO COMPLY
WITH ALL TOWN ORDINANCES AND STATE
l"tJ.^r 73
PERMIT #
SICNATURE OF OWNEB OR CONTRACTOR
g,-
I Ju,s 'r3
oFFlcE oF FtTzlluGH scorl - ancH|tEcts/ PLAt{llERs, lr{c. p. o- Box 1723, vAtL, coLoFADo SjGsz go3/476-3038
Gentlemen:
We are sending to you:
--X-- herewith
-
under separate cover
_ oy messenger
-
tor your approval
T for your use
-
for distribution to your subconlractors
_ as per your roquesr
-
aooroved as noled
-
10 be corrected
lhe lollowing on the above proiect:
Copy each revlsed drawlngs:A'1 revlsed 6/4/73
A-2 revlsed 5/I8/73A-J revised 5/t8/73A-4 revlsed 5/tB/73A-6 revised, 5/t5/73A-9 revised 5/II/73A-12 clar1f1cat1on 5/4/73
Very truly you rs,
FITZHUGH SCOTT - ARCHITECTS i PLANNEFS, INC.
-
Destroy or mark "VolD" any prints previously issued to you nol bearing revision date ol
as noled in the revision column.
T
Dare June 6 , ;-97 3
ro Jerry Aldrlch
Bu{ld1ng fnspector
Town of VatlVail, Colorado B]-6j7
Re Booth Creek TownhousesVa1l, Colonado
Job No. 1510
R. L, Hiland 'C/*-'
CC: R. E. Gordon (4 cop.les)Blair Ammons (1 coiry)
EXITS REO.
JoB NAME BOOth
OATE OF APPLICATION
CLASS OF WORK
MAIL ADDRESS Box !61 NEWId ALTERATTON | ) ADD|T|ON ( l REpAtRt I
crrv Va1l pn.47 6-3575 USE OF BUILOING
SO. FT. OF BLDG.HEIGHT IN FT.OFF ST. PARKING
OFF ST. LOADING
clry New Castle ea.984_29!9 NO. OF LIVING UNITS
MAIL ADDREss Box I
LOT 'I BLK 'I FILING
1sas1 V&11 Vlllage
1. TYPE OF CONSTRUCTI ON I II III IV \N I HR
2. OCCUPANCY GROUP A B C D E F G ltt J
DtvtstoN 1234
BUILDING PEFMIT
SPECIFIED
WET STANDPIPE
ENERAL DESCRIPTI ON OF WORK
4 Town House Complel
AREA SEPARATION
OCCUPANCY SEPARATION
T0ul|l{ 0t
BUILtrlINGi
lJA IL
PEFIMIT
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VABIANCE
0oMPLEX nFr
UNCOVERED
APPLICATION
ACCEPTEO
PLAN CHECK
I HEREBY ACKNOWLEDGE THAT I HAVE
READ TIIIS APPIJICATION AND STATE THAT THE
ABOVE IS CORRECT AND AGREE TO COMPLY
SIGNATURE OF OWNER OR CONTRACTOR
COMPLEX I'GI'
T0t|,lt 0t l,AtI
BUILtrIING PEFIMIT TVPE OF OCCUPANCY
OATE OF APPLICATION
NEWTXALTERATION ADDITION ( I REPAIR( }
USE OF BUI LDING
SO. FT. OF ELDG.HEIGHT IN FT.OFF ST. PA,RKING
MArL ADDRESS BOX NO. OF STOBIES OFF ST. LOADING
cfrYNew Castle PH.9B4-2 NO. OF LIVING UNITS
LOT 'I BLK 'I FILING
r. rypE oF coNsrRucnoN I tt lr rv @run
2. occuPANcY GRouP A B c D e r e@r,r
DtvtstoN 12 3 4
SPECIFIED PL.AN CHECK FEES
FIRE SPRINKLERS
DRY STANDPIPE
SMOKEPROOF ENCLOSURE
DESCRIPTION OF WORK
OCCUPANCY SEPARATION
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VARIANCE
UNCOVERED
APPLICATION
ACCEPTED
PLAN CHECK
APPFOVAL- I\ ^ , rrsN 7t
PERMIT F
I HEREBY ACKNOWLEDGE TTIAT I HAVE
R,EAD THIS APPIJICATION AND STATE THAT THE
ABOVE IS CORRECT AND AGBEE TO COMPLY
SIGNATURE OF OWNER OR CONTRACTOR
Tot|tlt 0t t,A tr
EIUILtr'ING PEFIMIT
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOB AREA RATIO
EASEMENTS
VARIANCE
COMPLEX I'HI?
UNCOVERED
APPLICATION
ACCEPTED
PLAN CHECK
APPROVAL
PERMIT #
7 Js,.r 73
I HER.EBY ACKNOWLEDGE THAT I HAVE
READ THIA APPLTCATION AND STATE TIIAT THE
ABOVE IS CORRECT AND AGREE TO COMPLY
JoB NAME Booth C. eek
DATE OF APPLICATION
CLASS OF WOR K
NEW{.I ALTEBATION ADOITION{ ) REPAIRII
l',SE OF BUILDING
OFF ST. PARKING
MArL ADDBEss Box 95 OFF ST. LOADING
crrY New Castle PH. 984-291 NO. OF LIVING UNITS
BLK 1 FTLING 13th
EXT. WALLS
1. TYPE OF CONSTRUCTION I II III IV V I HR
2. @CUPANCV GROUP A B C D E F G H I J
DtvtstoN1234
BUILDING PERMIT
SPECIFIED
FIRE SPRINKLERS
RAL DESCRIPTION OF WORK
Houses Complex OCCUPANCY SEPARATION
SIGNATURE OF OWNER OR CONTRACTOR
COMPLEX I'EN
MAIL ADDREss Box 961 NEw fi ALTERATIoN I ) ADDITIoN ( I REPAIR( }
t sE oF BUTLDING TOWn HOUSe
OFF ST. PARKING
NO. OF LIVING UNITS
MAIL ADDRESs Box l-
Lor 1 aLr 1 rrlrrue 13th
1. TypE OF COTTSTRUCT|ON I l|l tV \lt. I HR
2, occUPANcY GBoUP A B c D E F G EI J
DtvtstoN 12 3 4
SPECI FI ED
DESCRIPTIOl{ OF WORK
OCCUPANCY SEPARATI OliI
T0lTr{ 0F l'Att
EI|JILEIINGI PEFIMIT
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VARIANCE
UNCOVEBED
APPLICATION
ACCE?TED
PLAN CHECK
PERMIT #
I IIEREAY ACKNOWLEDGE THAT I HAVE
R,EAD TIIIS APPIJICATION AND STATE THAT TIIE
ABOVE IS COBRECT AND AGR,EE TO COMPLY
TOWN OBDINANCES AND STA
T0wit 0t
EIJILElINGi
l|A IL
FEFTrv|IT
APPLICATION
ACCEPTEO
PLAN CHECK
APPRoVAL ? Jur1. 73
I ITEBEBY ACKNO{'LEDGE TIIAT I HAVE
BEADTIIIS APPLICATION AND STAIE IHAT TI'E
ABOVE IS CORRECT AND AG&EE TO COMPI,Y
TOTAL FLOOR ANEA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VAFIANCE
coMPLEX rU''
UNCOVERED
DATE OF APPLICATIO
CLASS OF WOFK
ALTERATION I I ADDITION ( I REPAIR( I
USE OF BUILDING
HEIGHT IN FT.
NO. OF STORIES OFF ST. LOAOING
r. TYPE OF CONSTBUCTION I II III IV V I HR
2. OCCUPANCY GROUP A B C D E F G H I J
IXVtStOt't 1234
PLAN CHECK FEES
ELECTRICAL
DESCNIPTION OF U'OBK
SIGNATURE OF OWNEB OR CONTRACTOB
T0tTtf 0F
BUILEIINGi
t|A tt
FEFIMIT
APPLICATIOI\I
ACCEPTED
PLAN CHECK
APPROVAL
PERMIT +F
Aht z,
I I{EREBY ACENOWLSDGE TEAT I HAVE
BEAD TIITS APPIJCATION AND STATE TIIAT IIIE
ABOVE IS COBRECT AND AGREE TO COMPLY
WITII ALL TOWN OBDINANCES AND SfATE
LAWS REGAR,DTNG BUILDING CONSTRUCTION.
JoB NAME Booth
OATE OF APPLICATION
ALTERATION ( I ADDITIO I ) REPAIRI }
I,,,SE OF BUILDING
OFF ST. PARKING
NO. OF LIVING UNITS
1. TYPE OF CO|'ISTRUCT|ON I lt t tV t I HB
2. (TCUPANCV GRoUP A B c D E F G]H t J
DfvfsfoN 1234
SPECI FI ED
DRY STANDPIPE
DESCRIPTION OF WORK
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VARIANCE
UNCOVERED
SIGNATUBE OF OWNER OR CONTRACTOA
,FF|CE OF rrTeltucfl scolT - AFcHtTEcTS / plArt N EffS. tltc.vA|l, coloRAoo Et65t 303/ 176.3038
n"t
Dean B1alr:
Per a_neetlng wlth VaLl BulLdlng Department and VallFtne Chlef on May 31, 19/3,two iAatifonat flre hyd.rantsane to be lnstalled. One iAaltlonal to cover tuitalngsnAn & trBtt. One addltlonal to cover bulldlngs ilEn and-'rrFn. The flne hyd.rant to cover bulldlngs rifii, rrgn--':rfJrf and rKr 1s to be moved south closen-to irr6 parlfng.area.
Dnawlng' A-L ls belng revlsed to show these locatlons andw111 also show the new Locatlon of the sewen.
Jung L, 1973
..--..'".-.--.
!{r. B1alr Anmons
Box 951VaLl, Col-orado 81657
Stneenely,
HLLand
RLH:cb
CC: J. A\drLcn/
rNsPErfio* REeuEsir
oare '4 uJuil 73
TOWN OF VAI.L
t
!
JOB NAME
rfME REcErvEo tSt's orr($; CALLER
E oruen E penrrel LocATroN
READY FOR INSPECTION
WED THUR FRf //' O O o*6TUE
APPROVED
f] upor,r rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
D orsnpp Rov E D I nerNsPEcr
./DArE r'F Jcttt /J
Matef,rl, Testing Silu irr'*'
-)531 West 8th Ave.
Denver, Co|o.80204 825 -5261 Also: Dillon, Longmont
Vail, Castle Rock
5 .9r+j 30)6 6 . or8
6.ot+9 2787 LOL)
29II
MATERIALs REPoRT {or!s6tr5 Creek/fitzhggh Scott {il;!rt6U4tttt
Job No or t.o. 9O7
Date Tested | 5/30/73 Location: c Buirding f!t{ Jlll '
l tfffl
M.ix I.D. : !$ s'lump: 2n Ai r3 3. t wt/cu. Ft. : ttr6.l4 Yiel d:
Water Tenrp. : Ai r Temp.: l,8o Concrete Temp' :
Total Yards: Total Water: +b F A Mojsture:
Max. Agg. Size: )/b Max. Size Load C.Y.: 6 Weather:c1oudy, sme rain
Tinc Batched: IO:OO Tirne P'laced: 10:30 Time Testedlo:5o
Spec. P.S.I. at 28 DaYs:Tested BY: P' Malone
.resr cvr-rxoens 9OZ (Set 4)
Cy'tinder Dia. ?@ 7 Day Cylinder Dia. 1E 14 Day Cy'linder Dia 2928 Day 1@ 45 Day
6.002 L852 6.020 2567
6.007 Lg95
Average: t{th
REMARKS: Porto Mix
REPORT TO:pilsh*h Scott; City of Vail
Matef,rn Testing Stuice
j53l West 8th Ave.825 -5261
MAT E RIALS R E PORT {orB qggtlsr.e\l fttztlrgh Sc ott
Job No or t.O. )O7
Air Temp.:55o
Total Hater:
Max. Size Load C.Y.: I
Time Placed:
Location: Building K
Ai r: Iu.2 wt/cu. Ft. :
Denver, Colo. 80204
Date Testedt S/29/73
MixI.D.: !t SlumP:3tt
t^/ater Terp.:
'Total Yards:
Max. Agg. S:ze 3/ l+
Time Batched: 11:15
Spec. P.S.I. at 28 DaYs:
TEsr cYLtNDsPs lof(Set
Cy1i nder Di a. 2@7 DaY
6.010 L46)
6.000 1510
Ave rage ;
REMARKS:
Concrete TemP.:
F A Moisture:
lileather: prtly sunny
Time Tested:
Tested B/: P^ Mslone, R- Rrrndiek
Cyl inder Di a 2@28
6.ozt+ 2470
6.0&1 2655
Also: Dillon, Longmont
Vail, Castle Rock
Truck 509
Ticket #8b95
flLt JUL27loza
Yiel d:
z q6z t/
Cylinder Dia.
6.008
))
1e 14 DaY
v56
Lt+87
Q,\pr
g
\E$
"so
6.015
3L25
REPORT TO:Fitzhugh Scott;City of Vail
rNsPEcfrrol$
sEP 2 5 ts74
HEEUESiT
JOB NAME
CALLER
LOCATION
READY FOF INSPECTION
WED THUR
F-+rpRov e o
E uporu THE FoLLowrNG coRRECrtoNS:
GOfrRFEfi€NS
D orsnppRovED REINSPECTtr
i- :,,---
DATE
e i- tlu
rNseec|bru SEP 2 4 t97(t
F|EEUEST
DATE JOB NAME
TIME RECEIVED AM PM CALLE
E ornen n pannnl. LocArroN
READY FOR INSPECTION
,:!iE,
@-xrP Rov E D
El-uperrr rH E FoL Lowr NG coRR ECTToNS:
.1.,
CORREGTIONS ,
D orsappRovED REI NSPECTtr
Fttt sEPt31s74
Town of
Fr,ITCTRICAL
VaiI
PERMIT
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
44
c 6.800.00ryt--.rr--. --.,...- - -..-r---,r
c 6.800.00r{,- - - r. --..- -.---------,.,--..
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tppri"*,t....U-J==::.ffislsnatBre t
I
A"PPNOVALS
?-. ..C-o..:*::::-.-=::M 5e-. ttDate ,
FORM IS TO BE FOSTED OI{
SITE DURIilG COI{STRUGTIOI{
24 HOURS ADVANCE NOTICE
REQUIRED FOR INSPgCTIONS
Total Fee
Date Paid.
Ia
................... ;n{r(4..... ..
'-'----::
THIS
JOBReceived By
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Aprll 29, 1974
Mr. Marvln Sch lffnan
Ass I stant Mortgage 0f{ I cer
Sonnenb | | ck-Go I dmen-Adv I sory Gorp .
I 25 | Aven u€ of the Amer I casRockofeller Cenfer,
New York, N. Y. t0020
SubJect: Boothcrcek Tornhquses - VAl l, Colorado
Dear Mr. Scbiffmen:
Thls letter is to cerflfy thot a ftnal cortlflcate ofoccupsncy has bsen lssued by fhe Chlef gul ldlng 0fflclal
.f or a | | un lf c of f h6 subJcct proJcct
A | | son I ng and snv I ronmenta I fcgu I of lons of tho Town ofVal I heve besn compl lrd rlth rnd flnol approval has beon
g l ven .
lf you need further lnfornatlon, plcasc feel froc fo call
Yours tru I y,
TOI{N OF VA I L
Jorry L. Aldrlchchlef Bul ldtng 0f f lclal
0lona S. Toughl llZonlng AdmlnIstrator
!NsPE"i}ot F|EGTUEST
DArE;-.t4'Y JOB NAME
TIME RECEIVED AM PM CALLER
TOWN OF
I orsen
MON
COMMENTS:
TUE
E pnnrrau LOCATION
READY FOR INSPECTION
THUR AM IPM/. -:_=J
,s aeeRovED I orsaerRovED
' "
,E uPoN THE FoLLowrNG
''RRECTToNS:
D nerNSPEcr
CORRECTIONS
I lNtsPEctlc'NI
TOWN OF
F|EEUESiT
VAIL
TIME RECEIVED
JOB NAME
AM PM CALLER
E orxen
MON
GOMMENTS:
TUE WED
fl panrrel LocArroN
READY FOR INSPECTION
,flaeeRovED E orsappRovED
f; ueorrr rHE FoLLowrNG GoRRECTIoNS:
D nerNsPEcr
CORRECTIONS,t ,.a.J '
fi'
cD
.F
c.tlrlct
*{
r$s-ff+ri,f,i3iiil.r*rr",I:r,li.,ji#;.{i}:giirlllij;i-iffT1j#,,;=:.:' i-;i"ii|.:i,j,#'f t;'\t;,r:i, '"
Sprfiftrsfs sf (#rr$Fsttrg pt
ffisffiEr {ffif iHmtt
..',.-i
i.
muitntng mnp*rlmrnf fi,l
|. .., ,1'
$lt;;i
TI{IS CERTIFICA.TE ISSUED PURSUANT TO THE REQUIREMENTS OF SECTION 306 OF TIIE .j
(]NIFzRM BUII,DtNG CzDECERTIFYINGTHATAT TIIE TIME OFISSUANCETIIIS STRUCTURE ii;'.i,ti'
UNII,ORM RUll,l)lNG LUI)|, LhKI ll.YlNU lHAl AI Itlk tttwlt ()I' tJ;ruAt\Lti )Itt') stt(U(-Iuf{r' i;i..i:.1
tyAS rN cor,rpLrANCE wrrH THE vARrotrs zRDTNANCES oF THE TowN REGULATING BUILD- lii ':il,:. . -",rNG CONSTRUCTTON OR USE. FOR TrrE FOLLOWING, f;ri;
ynpls BOOTHCREEK T0WNH0USES (COMPLEX rrArr)
Usc Classification Residential Group
Building Pernrit N".-!-fr,- Typc Construction Fire Zone 3 Usc Zone R
owner of Building B la i r Deve lopment companv Box 961 va i | ' co '
POST IN A CONSP|CUOUS PLACE
Ro,r
CJlrlci
rr..ltt
POST IN A CONSPICUOUS PLACE
rNs'Erfo*
TOWN OF VAIL
JoB NAME ..f::"+:,-T/ { Ked {' T[;* t,,,i lot ; E'"'
AM PM CALLER
HEEUEST
DATE
TIME RECEIVED
E ornen n pnRnel.LOCATION
rat /iC<' !"ly[evr
flnppRovED E orsnppRovED ! nerNsPEcr
E upoN THE FoLLowrNG conREcroNs:
t-\coRRECT|ONS CI; -j,",,r, a-
.ir
a,hf -:l'_1,,,
or/'€.-qi:::;"
tFii-nrJ<t
DATE 1....- ;
RU cc r?rB
BI,ATR DEVEIOPUENT CO., INC.
P. O. Bor 951Vail, Colorado 81657 .:
Decenber L7, L973
Mr. 'Jerry Al-drich
Building DePartment
ro$"n of vail
Municipal OfficesVail, Colorado
Dear Jerry:
This letter is to inform the Town of Vail that it is
the intent of Blair Development Company to co.mplete
permanent landscaping ani paving o! qle.parking Lots
?or the Booth creetc iownhouses condominium projeet,
by no later than I August ' L974.
I feel this date is realistic with a minimal arnount of
cooperation frorn the weather.
Very trulY Yours,
aLArR DEVEToPMENT cq., rNc-/l , O ,4
51fu,L Z. f/t o-,** )
bt"it E. Anmons
I
FFICE OF FITZ}IUOII ECO?T _ TACHITECTS / PLAI{NERS, INC.VAIL, COLOR4OO fiGtt 303,/ 4t!.t0t8
.t,
December f0, 1973
t 'ao
Mr. J. AldrlehBulldlng lnspector
sts
Speclflcatlons for thls proJectr p&Be
21500 psl compresslve strength ln 28
Materlal Testlng Servlce do not showthts requlrement.
$1ncenely,
RLH: eb
CC: B. Ammons
9, Concrete, nequlresdays. My coples of
any 28 day testo below
oEcr08n
Town of VailVall, Colorado
INSPECiIclN
TOWN OF
FIEOIJESiT
VAIL
oerc {'t7' /* JoB NAME
rfME REcEfvED i r'3Q CErM CALLER
E orxrn
C, D, E,f , K
MON
COMMENTS:
TUE
E panrtel. LocAnoN
READY FOR INSPECTION
WED rn O9Oo E'"l-rt
l€ eppRovED
,l[ uror,r grq FoLLowrNG coRRECnoNS:
coRRECTfONS'f)l;,c itic$T i7)/\Jdfuy
SHOp-.2> gg { /'ft'fgrl|g*aJF itf,v Nsn /YaiDr r:?€*ERrtt--- g&'n^,df
I orsane RovED D ner NsPEcr
INSPECTOR
DArE 't''l-7''f
rNsFEtilo* FrEouEsr
TOWN OF VAIL
t
oare /b -3,f - A3 J'BNAME &otv* R€€\< 6w nt Ho a.se
TIME RECEIVED AM PM cALLER hVq
E ornEn
MON
COMMENTS:
I penrrau LOCATION
READY FOR INSPECTION
TUE m ear AT AM PM
APP ROV E D
fl upom rHE FoLLowrNG GoRREGTToNS:
CORRECTIONS
florsaeeRovED E nerNSPEcr
INSPECTOR
rNsPEJ,or REeuEsr
TOWN OF VAIL
saTE /t -"'o -'/J JOB NAME
TIME RECEIVED AM PM CALLER
9 FE6/t ./tt tt)n/ t./ J,t ,.i
E ornen
MON
COMMENTS:
E panrrel LocArloN
READY FOR INSPECTION
FRlTUE*- "-1
\-ILEg rHUB l33 c
APPROVED E otsnppRovED E nerNSPEcr
B uroypre FoLLowr NG coR RECTIoNS:
coRREcrf oNi' tlj:: r,+, - ;,p
?Lutt t(2>tN'3 yJTtuuS lr3-'' Co tJT, *Ju{ (bcu E r' irt SOPPJ{f fn
,yi J'D,'+-T",.[,
_ 1-."
INSPECTOR
rNsPEcl.,N FrEeuEEir
DATE JOB NAME
TOWN OF
*--.F
VAIL
d s€5
rfME REcElvEo lj3,:S erig-. catten Ed<7'
D oruen
MON
COMMENTS:
TUE
I pnnnou LocATroN
READY FOR INSPECTION
IyFil THUR rat /36D AM@
ft neeBovED I orsaeeRovED ! nerNsPEcr
fi1. uron rHE FoLLowrNG coRRECrtoNS:
CORRECTIONS .,-,, ,, r.! i:r , ,. ,;l-f'Lil r L'i r A 5l-li( K t,T" j.,c,Fr- L.av e, _.
rNs'tE={lor FrEouEsr
JOB NAME
AM PM caLtea -DaVc fluh*es
TOWN OF VAIL
E oruen
MON
COMMENTS:
/ TUE\
E pnnrrnl LocATroN
READY FOR INSPECTION
WED THUR FRr t32C AM@
f,orr Rov E D ! nerNsPEcrflorsaeeRovED
E upotrt rHE FoLLowrNG coRREcroNS:
CORRECTIONS
\'*.. \. - \ |\S'\\ .lrS""DArE {1 *;l S' - 73
lNSPECTOR
FIEOIJEST
VAI L. '/ /.'D^TE 17 ?EP 7b JOB NAME
-rfME RECETVED ! z:55 AM PM CALLER
TOWN OF
I ornen
@
COMMENTS:
TUE
E pnnrral LOCATlON
READY FOR INSPECTION
WED THUR FRI &,,U o*6)
flaveRovED EolsappRovED,/\ _LI UPON THE FOLLOWING CORREGTIONS:
CORRECTIONS
E nerNsPEcr
INSPECTOR
DATE 1-n-tz
rNsPE.|lo*
tr\' ! 4oArE 7-ti'lJ JoBNAME
rf ME REcETvED lnL€ AM pM cALLER
TOWN OF
FIEBUEST
VAIL '
E orxen E plnneu LocATroN
READY FOR INSPECTION
WED THUR
3!oe ffl@
cotrfileurs:
TUE FRt iSrRG8-*p1,a______________t__-,,
APPROVED
LJ UPON THE FOLLOWING CORRECTIONS:
CORRECTIONS
! orsaeeRovED E nerNsPEcr
k.
DATE
Li ^. -1 2t* | r. 13
INSPECTOR
U ^,1: | ,rJI
l53l West 8th Ave.
Denver, Colo. 80204
MATERIALS REPORT for
Job No or l. D. 9Q7-L
825 -s261
Tested BY:'Denni' Davalt
1@ Hold
(set, 3)
Cylinder Dia. 1@ l4
6.011 )l+91+
Day Cy li nder
6.0r5
6.036
Di a 2@28 Day
L01r
39Lt+
Average:
R EMARKS:
26c6
15 Ca1s. of
6 cytinders
Porto-Mix
Blair Annonsl
3962
water added before slumc-
City of Vail
Mat als Testing
t
Se rvlce
t
I
en
Date Tested:
Mix I.D.:51 sk
l/ater Temp. :
Total Yards:
l4ax. Agg. S i ze :
Time Batched:
Spec. P.S.I. at
TEST CYLINDERS
Cylinder Dia.
6.o2t+
5 .998
28 Days:
907-L
2@ 7 DaY
25rL
2702
9 /r2/73
Si ump: 2|"
7 /t.tr
Location: Bldg. F North West Footers
Ai rr t..t/" Wt/Cu. Ft.: l-l+5.12 Yiel d:
Ai r Temp.: Concrete TemP. :
Total Water3 FAMoisture:
Max. Sjze Load C.Y.: Weather:
Time Placed: 8:30 Time Tested: 8:44
Also: Dillon, Longmont
Vail, Castle Rock
Truck $$2
Ticket # 106l+?
RU osr le te73
Booth Creek Townhouses
REPORT TO:Suoervlsor;
a
SPECIAL INSPECTION REPORT
DATE
Project Boa/
CONCRETE:
-o-] H-E&i - 5-pe:l I
L ru stP r? €n
t nspec+or Wic/al'.
1n&. 1 **7 , ltct,44
ttt j ,1-
LOCAT ION
Er, //112, F
PRECAST:
FIEBUEsiT
F VAIL
rusPEci.,N
TOWN O
JOB NAM EDATE
TIME RECEIVED AM PM CALLER
D orHen
MON
COMMENTS:
TUE
D pnnrtnl. LocATtoN
READY FOR INSPECTION
WED THUR FRI AM PM
flnppRovED I orsnpp Rov E D n netNSPEcr
fl uporu rHE FoLLowrNG coRREcroNs:
CORRECTIONS
DATE
INSPECTOR
rNsPE.iot
TOWN OF
FIEBUEST
VAILQ-tt'JOB NAME
D orxen
MON
GOMMENTS:
I
/1tr\oK6)
I panrrnl LocATroN
READY FOR INSPECTION
THUR FRI
2(nppRovED E orsappRovED
E uponr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
fl nerNsPEcr
ti'' ,'t'- /3
FIEOUEST
F VAIL
wsPEctoNl
TOWN O
JOB NAMEDATE
TIME RECEIVED AM PM CALLER
n ornen
MON
COMMENTS:
FRITUE
E pnnrral. LocATroN
READY FOR INSPECTION
WED THUR AM PM
flnppRovED florsappRovED ! nerNSPEcr
n upolrt rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
rNs"=.t?o*
TOWN OF
F|EEUEST
VAIL
DATE
TIME
JOB NAME
RECEIVED AM PM CALLER
E orHrn
MON
COMMENTS:
TUE
I pnRrral.LOCATION
READY FOR INSPECTION
WED THUR FRI AM PM
E nppRovED ! otsereRovED n nerNsPEcr
fl upor,r rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
rNsPE.fio*
TOWN OnF
o-+t-.(- (j,,r n L
FIEGIUEST
VAIL
'.;\,JOB NAME.PM CALLER
E pannal
QTUE
READY FOR INSPECTION
WED THUR
2n
AMMON
COMMENTS;
.F PM
fr aerRovED ElorseppRovED ! nerNsPEcr
fl uporrr rHE FoLLowlNG coRREcroNS:
CORRECTIONS
rrrrs#i
FIEBUEST
F VAIL
rNsPEcioru
TOWN O
JOB NAMEDATE
TIME RECEIVED AM PM CALLER
E orHen
MON
COMMENTS:
TUE
LJ PARTIAL. LOCATION
READY FOR INSPECTION
WED THUR FRI AM PM
! appRovED florsaePRovED ! nerNsPEcr
fl upor,r rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOH
o rNsPE.|lo*s
FlEEUEST
VAlL
DATE a / /_! / ..- ., JOB NAME1/
rlME RECEIVED ; ;J,/) AMCIID CALLER
TOWN OF
E ornen
MON
COMMENTS:
.,ftr',nrur,@.'
E pnnrrnl LOCATION
BEADY FOR INSPECTION
TUE WED .7.',FRI
flareRovED florsappRovED
HAj uPoN THE FOLLOWTNG CORRECTTONS:
CORRECTIONS
E ner NsPEcr
,/
o rNSr=.tot
,:' TOWN OF
,;{
FIEBUESiT
VAIL
ol;ie 8/3-r,/ zJ' , JoBNAME
-Tf ME RECEfVED ,,;'. 5a ,3,!tr..PM CALLER
florxpn
MON
GOMMENTS:
E pnnnnl.LOCATION
TUE
FOR INSPECTION
CTD nerrusd dr sepp RovED'inec\orus:
APP ROV E D
D uporu rse
CORRECTIONS
FOLLOWING COR
INSPECTIclN
TO
FIEOUEST
F VAII..
DArE 4 -at- 73
nME REcErvEo /soo Gil4 pnrr ceuen
JOB NAME
WN O
D ornen
MON
COMMENTS:
(=M'
I peRrral LocATroN
READY FOR INSPECTION
WED THUR rn / 6ViD "ffi)nt
dtt Rov E D f]orsappRovED
fl uponr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
n nerNsPEcr
o
IN SPEG FIEOUEST
VAILTOWN
N
OF
tTto
DATE
TIME
6-r'l -t'5 JOB NAME
RECEIVED ,' "'}J IATL}M CALLER L:t t rL J/<, rV
E ornen
(@
GOMMENTS:
TUE
E penrral.LOCATION
READY FOR INSPECTION
THUR FRI -o 85i1 (au-Prvr
APP ROVE D
E uponr rHE FoLLowrNG GoRRECTIoNS:
CORRECTIONS
E orsnppRovED n nerNsPEcr
F|EqUEST
VAIL
N
otTNsiPECTIcl
1 /) ro/wN
lr+ffi-UuetkJOB NAMEDATE
TIME RECEI
READY FOR INSPECTION
6;;>V:'
t/ J / \J.cl iUt/- A
nrrn?F.r,,r )\J/MON
COMMENTS:
TUE
E(eeeRovED E orsappRovED fl nerNsPEcr
IJ UPON THE FOLLOWING CORRECTIONS:
CORRECTIONS
DAIE *'t(r,-73
INSPECTOR
l'' a
Materials Testing Service
i'531 West 8th Ave.
Denver, Colo. 80204
MATERIALS REPORT {or
Job No or l. D. 9O7-L
Date Testedt g/Lj/73
Mi x I.D. ; 51' sk Sl ump: )r,
Water Tenp. :
Total Yardst 7 + eL
Max. Agg. Size: j/b
Tine Batched: IU:00
Spec. P.S.I. at 28 Days: 3000 Tested By; .rohn A- Hatfi e'td
1O HoId
rEsr cyLtNDERs 9O7_L (Set 2)
Cylinder Dia. 29 7 Day Cylinder
6.004 \3' jrr 6.orr
6.009 1894
Average r z85i
REMARXS: porto-Mlx
Also: Dillon, Longmont
Vail, Castle Rock
., lpusg 861, ti ttet tt 9965
j:
fiu sEP t? 1973
tlt/Cu.Ft.: 145.99 Yield:
6go
-.f:+*F+
t v [^,(
4
825-5261
Blair Amnaq1.@
Locatlon: Bulldlng G
Air: 6
Air Temp.: 6do
Total Water:
Max. Size Load C.Y.:
Concrete Temp.:
F A Moisture:
Weather: clear 1l waru
Time Placed: 1O:lO Time Tested: 11: IO
F,
{
\e
u\f
,od
s
D
Ji'
(
49
e
t? .l
T
s
*\t$
Dia. 1o 14 Day
2699
Cyl i nder
6.oo2
6.000
Dia 29 28
2959
275L
Day
t/
REPORT TO:Blalr Amons; Supenrisor;City of Vall
I
SPEC IAL INSPECT ION REPORT
TOWN OF VA I L
DATE
//ts7tt
Project N
CONCRETE:
{a 7
ff sEP 11 ts?3
I t tcttt,/lea
CORRECT IO REOU I RED
to.r, s/r-tl
*at( h'q4'
Inspector
PRECAST:
ADQ I T_ | _qt\l^ ! RE.l4.48LS
rNsPEcloN
i
FTE(lUEsiT
VAIL
).\^...-
^-/
flsJq/ > g.7 2-q-tu'I-2
TOWN OF
DATE -!!eoTH e.<€eOB NAME
Tf ME REGEIVED i 3 | .t nna(eg CALLER Bae (lop.poN
Elornen
ury
COMMENTS:
5€TBAct<E pnnrrel.
READY FOR INSPECTION
THUR
| -l
LOCATION
,*, OgEo ,6h,pilrTUE
fl nne RovE D D orsappRovED
El uporu THE FoLLowlNG coRRECTToNS:ir \ /'\.
CORRECTIONS!/'r.,,.t (nznd O,.,
fl nerNsPEcr
Tt{aons
oarz 8 -/c* 73 ,o,
INsPEciloru rtEBUEsT
TOWN OF VAIL
r,tine',6oaT/LF€fK' *73v41 t{'o,,JS€s/a-'.nME RECEIVED , 5 tlto Aru(BDr DALLER -T?4,Je, f/ U e HC A
D orxen
MON
GflffENTS:
o{'yrTUE
fl peRrrnl LocArroN
READY FOR INSPECTION
WED T}IUR {rnt\:* .. --,
Saer RovE D n orsnpp Rov E D f] nerNsPEcr
D upoLr rHE FoLLowrNG conRECTIoNS:
CORRECTIONS
DATE ,5 '\i-',. ,'.-r
o
Materia
)
'- ' i YiJ
ls Testing Service
J
Denver, Colo. 80204
531 West 8th Ave.825 -s261 Also: Dillon, Longmont
Vail, Castle Rock
|^later Temp.:
Total Yards: 15+
Psi 3714j696 ,/-
3705
"J:::::"'i."imnf,:i"::'"nughScottffi+i:;5,ruu,,,,,Rtl sEP 11$n
Date Testedt 8/6/73 Location: Bullding H Footers
Mix I.D.: 5i =k Slump: 2I, Air: 6.Of" Wt/Cu.Ft.: 143.6 Yield:
Ai r Temp. : 640 Concrete TemP.: 67o
Total Waterr +2O F A Moisture:
Max. Agg" Size: )/t*', Max. Size Load C.Y.: 7 weather: part,ty cloudy
Tine Batched: 2zL5 Time Placedz 3225 Time Tested: 3:l*0
Spec. P.S.I. at 28 Days: 3ooo Tested By; P illa'l one
1@ Hold
TEsr CYLINDERs 9a7 (Set 11
Cylinder Dia. 2@7 Day Cylinder Dia. 1@14 Day Cylinder Dia 2O 28 Day
6.015 2181 6.021 2669
6.013 2rL6
Average ' Ztt+8
REMARKS; Porto-ltlix
REPORT TO: Blair Annons; Supenrlsor; City of Vail
rNsFE.to*
TOWN OF
FIEEUEsiT
VAIL
DATE I -3- 73 JOB NAME
rfME REcEtvEo /bo o orv@
E orxEn
MON
COMMENTS:
TUE
E pnnrrlu LocATloN
READY FOR INSPECTION
WED THUR ^@
E] nerNsPEcr
CORRECT]ONS
\,o rNsir=.to*FIE(lUESiT
r'/I -)w4,9ffi
TOWN
D,ATE
TIME ret
MON
COIiIMENTS:
TUE
READY FOR INSPECTION
WED
-/..--\ ' l/ ) lJ_.
^
4\.FRI./ 'I V AMPM\-.--- :=
flner Rov E D D orsappRovED ! nErNSPEcr
a-t
[\unoru rHE FoLLowtNG GoRRECnoNS:
coRREcTlorrrs Uj, f v 1t,tsr., <4,ta <
@
(:trUsL73
FIEOTJEsiT
VAI L
aece:eo/fA0 o"@ cetten T*tg ilJc,rrf#,
rNsPEcloru
TOWN OF
DATE
TlME
JOB NAME
E orxen
MON
COMMENTS:
TUE
I pnRnnr LOCATION
READY FOR INSPECT]ON
WED THUR FRI AM PM
U(ttRovED !orsareRovED
E uporrr THE FoLLowtNG coRREGTIONS:
CORRECTIONS
I nerNsPEcr
4t-^Jl c]rJt ))
rNsPErio*
TOWN OF
FIEOUEST
VAIL
JOB NAME
AM PM ,CALLER
E orxen E pnnnnu LocATroN
READY FOR INSPECTION
WED THUR FRf r* ,'G oO@@
"ottril*, / \^y#
PPROVED
n uporv rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
I orsaeeRovED D nerNsPEcr
oot. Euo\ou1a
rNsir=rio* FrEorJEEir
TOWN OF VAIL
JOB NAME
TIME RECEIVED
f]ornen n pannnl LocATroN
READY FOR INSPECTION
WED THURTUEMON
COMMENTS:
fi neeRovED D or sapp Rov E D
El'uporrr rHE FoLLowr NG coRRECTToNS:@
! nerNsPEcr
coRREcrfoti{{ !:, ./', @
.' /Az ,. 'l-,,l. Lun^, < l" 1,r;t -< '-- Tetue.E PLupt,g, 0! r'tt-t
FIECIUEsiT
VAIL
]IINSFECTIc'N
TOWN OF
PM CALLER
D^rE /f:'i
TIME RECEIVED
D orxrn
MON
COMMENTS:
TUE
E panrrnu LocATloN
READY FOR INSPECT]ON
WED THUR FRI AM PM
PPROVED
fl upotrt rHE FoLLowrNG coRRECTToNS:
GORRECTIONS
E orsappRovED E nerNsPEcr
tNsl =.io*FIE(tUEsiTP
/<
TOWN OF VAIL
PM cnuen Dnve lj.,ar{E€
JOB NAMEoxt' '1:
E orsen E penrral LOCATION
READY FOR INSPECTION
WED THURTUE r*' /O oc dilrer,r
COMMENTS:
ElnppRovED E orsappRovED fl nerNsPEcr
D upott rHE FoLLowrNG coRREcnoNs:
CORRECTIONS
DATE 'l -.jj-13
!h
rNst=rilo*
3,8 J*,,73
TOWN OF
FIEOUEST
VAI L
DATE JOB NAME
flME REcErvEo oE Oo 6.AMlrvr CALLER
E orxen I.J PARTIAL. LOCATION
READY FOR INSPECTION
WED THURTUE rnr sf,c)c '-d0prvr
COMMENTS:
ElnppRovED florsnppRovED ! nerNsPEcr
D uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
rNsrrEcioru HEeuEsr
. TIME REcETvED 1-nufeu cALLER
TOWN OF VAIL/7/(APz-.K-
Eornen-Epnnnel. LocArroN/
/('r, --/r..-** 7/+Lr-/2- t; oa / k7
READY FOR INSPECTION '- ,, ,I
MON
COMMENTS:
E nppRovED
E upou rHE FoLLqwrNG coRREcnoNs:
CORRECTIONS //2, ,, , ,,f'/-tz ,, ,, ,'/
J , ,* t d.< ,ttuz.,
[forsaer RovED [|aerNsP Ecr
INSiPE rto*
TOWN OF
FIEGIUEST
VAIL
o*re ? '"' /'L . 73 T.BNAME
TIME REcErvEo J ,'?r, ^r@) cr
floruen
COMMENTS:
TUE
n pnnrrnl LocATroN
READY FOR INSPECTION
THUR FRI 3: ou ^r^6)
APPROVED
E uporrr rHE FoLLowrNG coRREcrroNS:
CORRECTIONS
E orsapp RovED I nerNsPEcr
ttDATE /{a ,, Iu t ..r 73
ig
SPEClAL INSPECTION REPORT
TOttN OF VA IL
, 1r,r.-utflt6lS/3
Week endlng
July 13, 1973
Project Name ownhouses
Inspecto
7/9/73 t
7 /r3/73
Booth Cree
LOCAT ION
7 /Lr/T3 B1dE. C Grout
DDIT IONAL REMARK
Bldes. A. B. C
t o
RU JUL I f973
SPEC I AI- I NSPECT I ON REPORT
TOWN OF VAIL
Project Na
LOCAT I ON
BldE. J. Slabs
7 /2/73 Grout Block B1dgs.
PRECAST
DD IT IONAL
rNsFE.lot
TOWN OF
HE(tUEST
VAIL
bDATE -a'l- 73 JOB NAME
rrME REcEtvED l+AA AM@ CALLER
D orxen
MON
COMMENTS:
TUE
fl pnnnnl LocATroN
READY FOR INSPECTION
THUR ,a, /fOQ or @)
Snrr RovE D E orseppRovED
D upor,r rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
fl nerNSPEcr
SPECIAL INSPECTION REPORT
TOWN OF VA IL w/81 6/29/73
RU JUL 21973Project Name
lnspecto
CONCRETE
Grouted Bldg B
Darnpproofed Bldg. I s
tr'amlng B1dg. A.
Framlng B1dgs. ArB,
Waltlng for Beam
PRECAST:
Matelt$te Testins d?,fir,
MATERIALS REPORT {o' BIair Ammons--Ro1Iy GorCon
-/-36o--ffi\Job No o. f . D a)n^ i----*,-'g
Locatign; Buildin3 J Irooters
Air: 5/" Wt/Cu. Ft. : 143.I 2
I ,\
l53l West 8th Ave."Denver, Colo. 80204
Date Testedt (,/y)/73
Mi x i.D. : 5* Sl ump: J"
bJater Temp.:
Total Yards: ? l
Max. Agg. Size: 3,/)*
Time Batched: Loz2:5
Spec. P.S.I. at 28 DaYs:
TEST CYLINDERS 907 (3CT
Cy1 i nder Di a. ?.y 7 DaY
i'.6..01.,;) 19i)::;
. L .il]r7 17 F,a)
AVerage:
REMARKS:
Air Temp.: 5go
,Total Water:
Max. Sjze Load C.Y.: 5
Time placed,l0:L5
Also:Dillon, Longmont
Construction Truck
Ti cket
FIT AUB
Concrete TemP.
F A Moisture:
Yi el d:
- Aoa:U
l,Jeatherl sunny
Time Testedl tl:Cu
Tes ted By:l'- r'.1 I ono
825-5261
"\
Cylinder Dia. 1O
6.006
Cy'l'inder Dia 21)
6.006
6.006
28 Day '?HoId
25t+r 6,.Qqz
er,e*'-*iTlh I---v_::;
14 Day
2L3g
t/
'1 at l 2b85
REPORT TO: irirzhugh 3cott:ni f f of Vail
l$r
DATE 6-/7- 13 JOB NAME
Of,tl\tsPEGTtOil
TOWN OF
FIEOIJESiT
VAIL
Soofrt " E a 6 E a6,rtr/ 4orts€ s' -
nME REcErvEo cgoc @ prtlt CALLER
E orxEn
MON
COMMENTS:
I paRrrau LocATroN
READY FOR INSPECT]ON
THUR FRI a?ee 6@'
llg APPROVED E orsnppRovED
E uporrr rHE FoLLowrNG coRREcroNS:
CORRECTIONS
fl nerNsPEcr
DATE a,* l-;- '73
t
frrteriats Tr:,t;g service
DENVER, - BOUTDER - DIttON
253I WEST 8TH AVE.-DENVER,COLORADO 80204
fN DENVER CALL .'.. | /3031 82s- 526r or 5262
Jerry Aldrich
Building Officia]
Town of VaiI
Attention: JerryAl-drich
Re: Booth Creek Townhouses
Dear Sir,
June 20 t l-973
In regards to our letter of June 20, 1973 to Mr. Bob Hiland, of
Fitzhugh Scott Architects, we are providlng the following infor-
mation.
fn discussion with Mr. Bl-air Ammons, of Arnrnons Development, we have
reached a solution to the problem outlined in the letter to Fitzhugh
Scott. We will be avai-labte to perform tests f,or Mr. Ammons from
thls date forward, on 2\ hour prior notlce. We greatly appreciate
Mr. Travist help in this matter and l{r. Ammons concern for our
financial requirements. We are sorry that, thi-s has occured and have
hopes that we wi-ll not be placed in this situation by any other
builder or developer.
Respectfully subrnitted,
)-tCr Adfi'fl
John A. HatfieldrP. E.
Service Director
JAH/cs
Ol
SPECIAL INSPECTION REPORT
TO'I{N OF VA I L
Project Na
wlE 6/22/73
RU JUL 21973
Creek-Townhouses
Inspecto
CONCRE
LOCAT ION
ewer const. ln road
o1d1ng up proJ.
oured footlngs Bldg
rout Block Bldg.K -
ylng block B1dg. A
ylng Block B1dg.
Laylng Block BIdg. C&D
ADD IT I ONAL REMARK
{jooZAR^4,-
Bob Hiland
Fitzhugh Scott
VaiI , Colorado
lJlrne 19, 1973
r\*,ca'd'gn$m$g #bgtuurw $er\flEffiffi
SINVER. - BOTJ3.DER,. DETI.ON
253: VJEST 8TI-I AVE.- DENVER, COLORADO 80204
lN DEI.iVER CALL .-.. l/3O3/ 825-5261 or 5262
Architects
Re: Your letter of June 13, L973 regarding invoice palment
Dear Sir,
This is to inform you that as of 8:OO A. M. June ZO, L973, we are no
longer testing on your project. The onry possible way for us to con-
tinue work for you is:
f ) Your payrnent of the ltd,ay 30, L973 invoice
2) Your deposit of $5OO.OO to guarantee an involce payment
in the future
rn order to reinstate our service, both of the above conditions must
be rnet with a check to our representative in your area. we regret
thls actionl hovrever, it ls impossible to carry credit for everyone
in the town of vair. I,lIe sincerely hope no further problem will be
encountered on this project and we can continue to perforn your
vga)t/D.
Thank you, r tt / // 0
\/'-*6 /Jc'tzzo{'x-
JohYr A. Hatfield, P. E.
Service Director
Copy to Jerry Aldrich, Building Official, Town of VaiI
JAH/cs
tl
-LI PLAN CHECK-----------------BOOTHCREEK TOWN HOUS-ES/i. -:-----':
OCC UPANCY
TYPE OF CONSTRUCT I ON-------V
FIRE ZoNE- ------t | |
vALUAT l0N------- -l ,273,536
SQUARE FOOTAGE--- 57,888 -per unit 1,608
NON -ST RUCT U RA L
,. Sheet A-2
c leanoui at base of f i rep Jace.
requlred handrai I on stairs 3305 ( l).
method of f i re p rotect ion unde r sta i rs 3505 ( L) .
CFM and Vent Size for interior bathrooms ll05 (a).
percentage of compaction of fill material 2902 (a)
column ties 2508 (a).
Sheet A-3
t.
2..
?
4.
E
A
nd
nd
nd
nd
nd
nd
cate
caTe
ca te
ca te
cate
ca te
9
4.
t.
z.
3.
I
nd
nd
nd
nd
nd
nd
cate required handrailon stairs 3505 (l).
cate one-hour cei ling in kitchen, ord. #14,
cate sink venting.4. ts range gas or e lectric.
Sheet A-4
l. Show detai I of header construction for
Sheet A-5
| . Indicate foundation depth be low grade.
Sheet A-6
loft f loor joists
dwefling.
14.joi sts.
sGreen.
1707 (a).
(c)7.(a).
1.. Provide engineer specifications on ridge beam and TJ lrs.
5. Show detail on balcony joists attachment to
6. Indicate method of anchorinq sfone veneer.
7 . I nd icate sp ieces of wood 6ase 25 l7 ( c) 3.
B. Show guardrail construction of;loft area l7
9 . Show deta i I of heade r construct i on .ior lof t
nd icate s ze oI rooflwall blocking.
stance on center of soff it vent
no cate weathe r barrler on exte r io r wa lls
5. Provide 6rt clearance for wood to grade 25 17
4. Indicate Trtembedding of anchor bolts 2518
cate exterior grade plywood.
cate on center spacing of sof f it vents.
cate guardria I dimens ions on ba lconys.
nd icate d
Sheet A-7
'1 . Return handralls to wall 3305 (l).
;-.
Sheet- A'9
conT I nueo.
505(a),t.
2.
3,
4.
5.
6.
7.
ndlcate horizontal area separation on party walndi.cdte 7fr embedding of anchor bolts 2518 (a).
ndicate sp ieces of wood base 25l7 (c)5.
nd I cate fype of foot i ng d ra i n .eturn handrails to wal | 5505 ( l).ndicate stai r head clearance 5105 (a).
ndicate understai r fire-ratlng 3305(L).
Sheet A- l0
R
I
I
l. Ind2. Ind3. Ind
4. lnd
cate weather-barrier 1707 (A).
cate on center spacing of baliony siding l7l4cate shaft fire protection, fab l7-A.cate 7rr embedd ing ot anchor bo lfs 25 | I ( b ) .
Jerry L. Aldrich
Bui lding 0f f icial
Apri l 15, 1973
rNsPEcloN
TOWN OF
'v'
FIEBUESIT
VAI L
onm J4 ' .lo^ 7-4 JoB NAME
TIME RECETVEo 8:4s lM rru CA,LLER
orHEn *Serz*r./c tr rii tiot.
TUE
READY FOR INSPECTION
WEDMON
COMMENTS:
FRI tf.(b AM PM
p,eeeRovED I orsappRovED
E upom rHE FoLLowrNG coRREcrroNs:
CORRECTIONS
E nerNSPEcr
lj' -,r: "'Jii
SPECIAL TNSPECTION REPORT YI/E 6/15/73
rowN 0F vA I L R11 JUN A 5 lgl3
Project Na
6/14 /7 3
otf Creek
LOCAT ION
Grade Slabs Poured.BldE. A. B. C.
wnhouse
Insp€ct
Laylng Block to
ArBrC,K. Bldg. K
D IT IONA
rNSFErfio*
TOWN OF
FlEEUEsiT
VAIL
DArE 6:* // /3 JOB NAME
TfME REcErvEo '/.'f tt PM CALLER
TUE
READY FOR lNSPECTION
WED THUR rar f.'ta 6iileu
COMMENTS:
APPROVED
E uporu THE FoLlowlNG coRRECTToNS:
CORRECTIONS
florseppRovED fl nerNsPEcr
)531 West 8th Ave.825-5261
e)
Materials Testing Service
S'lumpSnr .. Ajr: $fi l,ltlCu. Ft.: t;4.56 Yjel d:
Ai r Temp.: 8O
Total Water:
Max. Size Load C.Y.: 7
Time placedT 2z$O
Also: Dillon, Longmont
Vail, Castle Rock
Porto
Truck IIJtt.hB5d
n$ JULt0lg?3
Denver, Colo. 80204
MATERIALS REPORT {or
Job No or l. D. 9O7
Date Tested t 6/8/Zl
Mix I.D.: 5$
Water TemP.:
Total Yards: J5
Max. Agg. Size:
Time Batched:
Spec. P.S.I. at
TEST CYLINDERS
Cylinder Dja. 2@
6.008
6.0:r
)/b
2:0O
28 Days:
Concrete TemP. I 75
F A Moisture:
Weather: Sunny
Tjme Tested ?255
Tested
l@
By: Pat Mal one
9o7 (set6)
7 Day Cylinder
2621+
2667
Dia. 1@ 14 Day
5.988 2788
[J Days
Cyl inder Dia 2,@ 28 DaY
6.004 32Lt+
6.008 3L6L
3188
t/
Average:
R EMARKS:
zo4o
Location: Building D
REtrORT TO:Fltzhugh Scott
rNsirrEc#o,n FtEonuEsir
OWN OF VAIL
DATE
TIME
JOB NAME
RECEIVED ,/ ; ,y' I (tttt' na CALLER
E ornen
MON
COMMENTS:
TUE
D panrrar LocATroN
READY FOR INSPECTION
,.1-il=-;THUB
)\
SeeeRovED E or snpp Rov E D
E uporrr rHE FoLLowrNG coRREGTToNS:
CORRECTIONS
fl nerNsPEcr
INSPECTOR
Ft2J,aj -* La:" ' I )
INsPErto*
TOWN OF
FIECI|JEST
VAIL
DATE -o- s- 73 JOB NAME
rlMEREcErvEo /,'lc av/i@ CALLER
fl orxen
MON
COMMENTS:
TUE
E pnnneu LOCATION
READY FOR INSPECTION
WED TTIUR FRI AM PM
pner RovED ! orsappRovED E nerNsPEcr
E] upor'r rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
SPECIAL INSPECTION REPORT
TOI{N OF VA I L
ownnousesProject Name
NCRETE:
5/5/73
6/B/73
6/4/73
fltt JUNts$n
lnspector
EOU I RED
Cleaned mud off re1nf.
Clean re1nf.
Located Bond Beams
LOCAT I
ilErr Bldrg I'ootlngs
4 Unlts 'rDt? B1dc.
Block to 1st Floor
B1dgs. A, B, C, K
ol
Materials Testing Service
Fitzhugh Scott
Location:Seoth Creek - Bldg F.
3 3/4 Airz ).gfi wt/Cu. Ft. : 143.16 Yiel d:
50 Concrete TemP.:6I
F A Moisture:
Spec. P.S.I. at 28 DaYs: :looo Tested
1@
By:
nme
6.0
Cylinder Dia 2@ 28 DaY
6.016 2575
6.o2L 257L
2573
Also: Dillon, Longmont
Vail, Castle Rock
Porto-Mix
Truck 513tdtb3t *
Rrt JUL2?1973
lJeather: Part1y Cloudy
Tested: 12:OO Sanoled 1,1:15
A53l Wesl 8th Ave.
Lfen"er, Colo. 80204
MATERIALS REPORT fo'
Job No or t. D. 9O7
Date Tested: 6/S/ll
Mi x I. D. : 5t- Sl umP:
Water Temp.:
Total Yards: 13
Max. Agg. Size: 1/4
Tinp Batched:10:10
TEsr cYLTNDERs 9o7
t
Cylinder Dia. 2@ 7 DaY
6.008 r67t
6,013 169?
825-5261
Ai r Temp.;
Total Water:
Max. Size Load C.Y.: 7
Time Placed: LI:30
(set 5)
Cylinder Dia. I@ 14 DaY
6.o2t+ zl78
t/
Average:
REMARKS:
t66z
J: F'
-"
-
REPORT TO: Fitzhugh Scott
SPEC IAL INSPECT ION REPORT
IL
f, Lri
1 duu 7!
tl
CT IONS REOU I
1
OCAT ION
--.-----
apD_lr_L_qNAL-.-8
Mate
-531 West 8th Ave.825-5261
Denver, Colo. 80204
MATERTALS REPoRr t@tzhugh scott
Job No or l. D. 9O7
Average: ?)8O
REMARKS; Porto-Mix
\REPORT
TO:Fitzhugh scott; vaill city of
I
rials Testing
I
Service
Date Tested ': S/24/73 Location: Building B Footers Rft JUL { 0 tE?3
M'ix I.D.: f Slump: 2tr Air: 4.2 l^ltlcu'Ft'tlt+5.92 Yie'ld:
i,,later Temp. ; Ai r Temp. : 51o Concrete Temp' :690
Total Yards; Total Water: g F A Mojsture:
Max. Agg. Size;)/l+ Max. Size Load C,Y.: 6$ Weatherllggle rain
Time Batched:not narked Time Placed:12:30 Tjnre Tested:
Spec. P.S.I. at 28 DaYs:Tested BY: P' Maloner B' Burdick
FEsr cyLtNDERs 997 (Set Z )
cylinder Dia. ?@ 7 Day cylinder Dia' 1@.l4 Day cylinder Dia 2E28 Day 1@l+5Day
5.gg8 2Jg6 6.006 2?7O 6-07r zg88 6'00l*
5,gg8 n6L 6.025 31oB 32oo
Also: Dillon, Longmont
Vail, Castle Rock
Truck 864
Ti cket #8451+
3Ol+8
vI
ls Testing Service
o
Materia
Ai:, t
tt tl ? j-)
^.^-l
?,.1, I973
SlumP:3."
Locati on:
Al r: .i
,'/ vAir TemP.: )o
Total l,later' + Il
Max. Size Load C.Y.
Time Placed;10: l')
Cylinder Dia. t-C l4
6,or2 zrg8
Ti me
Tested B
7./
l$
'531 West 8th Ave.825 -5261
Denver, Colo. 80204
MATERTALs *rro*t@
Job No or t.O. )O7-I
Date Tes ted:]ial'
M'x I.D.' i -
l.later lemp.:
Total Yards; 11,
Max. Agg. Size;
Ti nre Batche d''.'i' ';
Spec. P.S.I. at 28 DaYs:
TEST CYLTNDERS '.:7 ( )
Cylinder Dia. 2t 7 DaY
6.o26 rt+73
6.012 Lr6
Average:1i0 5
REMARKS: ,.-..,^ i:..- '- L-.
REpORT TO: Ci'.,' of ','i'rill'i l,:hu:lh ScobL
S 4*'"
-*f
Also:
.i o0<
(,' . r)28
Dillon, Longmont
Vail, Castle Rock
Truck
Ti cket
JUL 1 0 1973
Yi el d:
28 Day
283$
??7 4
Project Name
SPECIAL INSPECTION REPORT
TOWN OF VAIL
Fus
5 Jup ?3
I n s pe c to r__3o5r=tr-5.- H1 land
DATE
5/23/73
5/24/73
5/29/73
5/30/73
Booth Crebk Townhouses
ttAft B1dg. Footlngs
rrBrt Bldg Footlngs
rfKtt Bldg Footlngs
rtCtt Bldg Footlngs
rNsPErilot
TOWN OF
FTEElJEST
VAIL
DArE Ze l\l!-\1 i3 JOB NAME
T|ME RECETVEO il,.Jr: AM Pq CALLER
E orsen ! penrnu LOCATION
READY FOR INSPECTION
TUE (@ rHUR rnt ?. c'r>AM PM
COMMENTS:
El app RovE D
E uponr rHE FoLLowrNG coRREcnoNs:
D orsappRovED ! nerNSPEcr
CORRECTIONS lawetr'iL
DATE ti,ili l'.i
INSPECTOfi
+a,
,.7LV: sc
- ^-.iJ.-, i'. -. ..oil, J--J-
tiay 22t 1973
Mr. ilerry Aldrich
Town of Vail Planning Departnent'Vail, Colorado 8l-657
Dear Jerry:
This is to inform you that VaiI AggocLates plans toeither abandon or reduce to I0 foot width, the pedestrian
easement, Lot 1, Block I, Vail Village 13th filing, whichis owned by elain nnnons."m"K
VaiI Associates Land PlannLng
AREA SODE 303 476-560t BOX 7. VA|L. COLORADO 81657
TOtt|II| OF UAIL
B|JILEIING FEFIMIT
Coto.-r, "4
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VARIANCE
UNCOVEREO
,€
APPLICATION
ACCEPTEO
PLAN CHECK
r HER,EBY ACKNOWIJEDGE TIfAT I HAVE
READAHIS APPLICATION AND STATE TTIAT THE
ABOVE IS COBBECT AND AGREE TO COMPLY
WITH AIJIJ IOWN ONDINANCES AND STATE
LAWS R,EGARDING BUILDING CONSTRUCTION.
DATE oF APPLlcArloN 2? /7/A/
na,l aooness f" 7 NEWjl( ALTERATION( I AODITION{ } REPAIR I )
OFF ST. PARl(ING
NO. OF STORIES OFF ST. LOADING
NO. OF LIVIIIG UNITS
LOT I ELK I FlLtNc t3
i. TypE oF corsrRucnoN I r rl tv@ rxn
2. occuPANcY GRouP A B c D e r e(4br ,l
. DtvtstoN 12 3 4
SPECI FI ED
oEscBlPTtOH OF rVORr
SIGNATUR,E OF OWXER. OB CONTRACTOR
U 8.Co,rnP L€-X
T0tT1{ 0F uA il.
BUILE'INGi PEFIMIT
TOTAL FLOOB AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VAFIAiTE
UNCOVERED
APPLICATION
ACCEPTED
PLAN CHECK
I HEEEBY ACKNOWI,EDGE THAT I HAVE
READ TIIIS APPLICATION AND STATE THAT THE
ABOVE IS COERECT AND AGREE TO COMPLY
wlTII AI,I, TOWN ON,DINANCES AND STATE
I,ASS BEGARDING AUII,DING CONSTNUCTIOII,
JOB NAMC €€K
DArE oF APPLrcArtoN 2X!- lnA
NEW$.4g15"otroN ( | aDDtrtoit ( l REpAtR ( I
f.JsE oF BUf LDf NG {a nlltttDU 5(
HEIGHT IN FT.OFF ST. PARKING
sErBAcKs ( O'OFF ST. LOADING
NO, OF LIVING UT{ITS
LOT ALK FILING
i. TypEoF coNsrRucrroN I lr rr rv @ r xn
z. occupANcY GRouP a B c D E F G@r J
otvtstoN 12 31
CLEAN UP DEPOSIT
RAL OESCRIPTION OF WORI(AREA SEPANATION
SIGNATURE OF OWNEE OE CONTBACTOR
T0tTlt 0F
BUILEIINGi
t|A tt
PEFIMIT
Qa*PL-€x
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EAgEMENTS
VARIANCE
UNCOVEREDo'
APPLICATIOII
ACCEPTED
PLAN CI{ECK
I ITER.EBY ACKNOWLEDGE THAT I HAVE
BEADTHTS APPLICATION AND STATE TIIAT TIIE
ABOVA IS COBNECT AND AG&EE TO COMPI,Y
WITH ALL TOWN OR,IIINANCES AND STATE
LAWS BEGABDING BT'LDING CONSTRUCTTON.
SIGNATURE OF OWNEB
's-ofif c (qrQ
DArEoFAPPLrcAlou // //7r!/ ," 73
NEW)'L ALTERATION ( } ADDITION { ) REPAIRT }
USE OF BUILDING
HEIGHT IN FT.
I u lrr rv@ r
ABCD"E@
Df vfstoN 12 g 4
1 . TYPE OF CONSTRUCTT ON I r tV
SPECI FI ED
FIRE SPRINRLEFS
DBY STA'{DPIPE
Comfus,
APPROVAL
penurt #
tnun
,f{
z.
j
4.
q
box 100 vail, colorado or6s7 303.476.56r3
Ma rch 16,197 3
IU:TERRY M I NGER
TOv'lN COUNC IL
PLANN ING COMM I SS ION
FROM: KENT ROSE
J IM LAMONT
D I ANA TOUGH I LL
RE:STAFF REVIEl,|l OF BOOTHCREEK TO|l/NHOUSES
?.,.'
The following recommendations are made by the Town of Vailstaff after careful review of the proposed project:
A fire protection system must be incorporated into theproject to serve structures wh ich are inaccess ib le by f i retrucks. A detailed plan should be submitted to the BuildingDepartment for approVal by the Building 0fficial, Town Englneerand the Fire Chief.Pedestrian access should be designed to conform to the contoursand existi ng vegetation.
A detailed landscapilg plan should be submitted for approval.Detailed plans should be submitted showing treatment ofexterior e levat ions.All signs musf be approved by the Sign Review Committee.
?
2.
t
{
ilarch 13, 1973
Mr. Blalr AnnonsP. O. Bsx 96 I
Val l, Colorado
SubJcctr Deslgn Rovlrr of Booth Creek Tornhoutas
Dcar {r. Amnoncr
Your ptoJect hae bmn approvrd ptndlng nrgof letlonc rlth theTorn of Vcl I Staff oa thr fol torlng polntc:
l. @m rllt be Incorporated Into fhsprdJiiFeT-to srryr structurcr.rhlch arj Inacccsslble byflrc trucks. A dctol trd plan rhosld bs cubaltfod to'fhoBul ldlng Dcpartnent for opprovol by tht Bul ldlng 0fflclrlrnd tho Fi rs Chlef.Z, PrdcgtrlEn aeee$g ghould br drslgnrd to eonforar ts thrcontourg and exlstlng vegctatlon.5. A dttal lGd !rndscaplng plrn rhould be rubsl*trd for
rppr vvor. ;rr p=;!riCarro--r negrporara rnr poortrrran
acc€8a.4. 9ubmlt detsl led plaor fo{ cxtrTlor treafmrnt of al I clavatlons.
Th. proJoct ag proporrd nlrtl al I oxl!tlng ronlng rcgulatlonrfor a llultl-faml ly dletrlct.
P!??"? submlt a lgllgl to the Tovn staflng thft 6 -Lrcssuro 3v.+.Frl | | bo lncfal lod lf lf brcom.r nocessory fo eupply-aIiSEtc iaterpri3rur. for f lre-f I ghtl ng psrpor.r
ll you hsvc further qurrflonrr glease lecl freo to confact ua,
Yours truly,
TOfr{ 0F vA I L
Tcrrell J.lllnger
Torn F,fan6gcr
d+
?
t{arch 16, 1975
TOr
FR0f,ll
RE;
TERRY MINGER
TOHN COUNC IL
PLAHiltf{6 coMMtss|0N
KEHT ROSE
J I }I LAMONT
OIANA TOU6HILL
STAFF REVIE}I OF BOOTHCREEK TOI}IHOUSES
ara aad. by ?hc Toyn of Val Itho proporcd proJcctr
A flre grotoctlon sysfen nusf 16 Incorporated Info thsproJcct to gorve r?ructurss rhlch aru lnacclrg.lblo by flrctruchc. A dgtal led pfan rhould bc submlttrd to the tsul ldlngDcpartmenl f"f approlal by ?he Bulldtng offtelat, Torn Englf,eerrnd thc Flre Chlef.Psdcetrl.n rceese rhould be doslgnrd to conforn to the eoofourstnd cxl ttlng vagetatlon.A dotallrd landscaplng plan rhould be subnltte<t for approval.Drtel!oC plans should ba rubmlttcd shorlng trcatncct efrxtrrlor elevctlons.5. Af I slgns must be approvad by thr slgn Rsvrar cqsmrttor.
The fol lorlng recomm6ndatlonrctcff rftrr ccrsful ravler of
l.
an
2.
3.
4.
PROJ ECT
,J
Legal Description
rilb udL"uiil r3 i
u5e zone lnF
F,A.R. Actua I
Actua I Square
Setback Requi
Setback Provi
Parking Requi
Uncovered
flnoc llco t"an (n-..,-,m
I
Lot Size ,13-/.aad -., Plaza Credit
t 37 ! l,a _ , A I lowab le Square Footage
Footage _e-3, /6{\, Over (Under) (:OrtJo-)
reme n f s:Frcnt ./D , Sides /D , Rear
ded:., Fronr
-u,*#--
-,
Rear//z 42.-u-*i/red ,ft _ Parking Provided: Covered
, Total Provided:-2
F.A.R. AND PARKING CALCULATIONS
Jd &) t4) //-t/
/J-/ f = fi' '/6 6-J{e /,f,a&- = t33,f x
COMMENTS ON REVERSE
TOWN OF
BUILtrlING'
DATE OF APPLICATION
l/A IL
PEFIMIT
'^'/t c
MA/rftR 'i1?r't-r..r
,n\ / 2?'/(// ru V
CC
,-
,(Jz<O(r()F
IE
z
F
To
MAI L ADDRESS
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VAFIANCE
t UNCOVEREO
runme k7
,oond
)<(')I Oa
,-1-
'v@'"6rro@, ,
1234
INT. WALLS
-')
APPLICATION
ACCEPTEO
//. /-
" penurr # .:..- -
- .r .,(.t ( ,-.
l. TYP€ OF CONSTRUCTTON | || ||l
2. OCCUPANCTGROUP A 8 C D
DtvtstoN
3. USE ZONE
GE NE RAL DESCRIPTION OF WORK aqt... . -. t,',1. .'i! :l .' pERMtrtF 4. - ', \n'q{t(' '\' U'/:;'
THEREBY^"*nu*r",br.r,fT]lrlJ5-??.,1 \"READ't'HIS APPI,ICATION AND S'I'A'I'E 'I'HAT 'TH E ,T LREAD'I'HIS APPI,ICATION AND S'I'A'I'E 'I'HAT 'TH!] ,i:4 TABOVE IS CORRECT AND AGREL, T0 COMPLY .IT'
wrrH ALL TowN oRDrNANcr:s AriD s'rA'r'E JQ .[C-
LAWS IEGARDING BUI LDI NJi.{ON s'l RUC'rt{)N , 'l- I -A-. f ,/t' 4/,qf\
EXITS REO.
CLASS OF WORK
NEW0{ ALTERATTON ( ) ADOTTTONI I REPATR( I
USE OF AUILDING- l.s.rz
SO. FT. OF BLDG{ o^',r HEIGHT IN FT.OFF ST. PARKING
NO. OF STORI ES OFF ST. LOADING
NO. OF LIVING UNITS
WATER { I FORCEDAIRI I ELECX1UNIT( }
Lor I aLk , r'.1x6 1J t!
EXT. WALLS \Y&-_i)
BUILOING PERMIT
PLAN CHECK FEESSPECIFIED
FI RE SPRINKLE RS
ELECTRICALOBY STANDPIPE
CLEAN UP OEPOSIT
AREA SEPARATION
OCCUPANCY SEPARATION
SPECIAL INSPECTOR
SIGNATURE I)I. OWNI.:R OR C()Nl'RACToR
;7F Tn \-.',J\ ,.--
pur ruuuae n I
T0t1J1{ 0t vA tL
BUILE,INGi ,PEFIMIT EXITS REO.
ELECTRICAL
DATE OF APPLICATION
CLASS OF WORK
MAIL ADDRESS NEWI) ALTERATION ADDITION() REPAIR { }
USE OF BUILDING COVERED
SO. FT. OF BLDG,HEIGHT IN FT.OFF ST, PAR KING
MAIL ADDR ESS NO. OF STORI ES OFF ST. LOADING
NO. OF LIVI NG UNITS
MA,I L AODR ESS SO. FT- COMMERCIAL
TER{ I FORCEDAIR( IELEC( IUNIT(
LOT BLK FI LING COV€RING
INT. WALLS
1. TYPE OF CONSTRUCTION I II III IV V I HR
2- OCCUPANCY GROUP ABCDEF,GHIJ
DtvtstoN 12 3 4
BUI LDING PERMIT
SPECIFIED PLAN CHECK FE ES
FI RE SPRINKLERS
DRY STANDPIPE
CLEAN UP DEPOSIT
SMOKEPROOF ENCLOSURE
ERAL DESCRIPTION OF WORK AREA SEPARATION
OCCUPANCY SEPARATION
SPECIAL INSPECTOR
PLAN NUMEER
TOTAL FLOOR AREA
TOTA,L LOT AREA
FLOOR AREA BATIO
EASEMENTS
VABIANCE
UNCOVERED
APPLICATION
ACCEPTEO
PLAN CHECK
APPROVAL
I HEREBY ACKNO\{T,EDGE THAT I HAVE
READ THIS APPLICATION AND STA'I'II T}IAT THU
ABOVE IS CORRECT AND AGREE TO COMPLY
WITH ALL TOWN ORDINANCES AND STATE
LAWS REGARDING BUILDING CONSTRUCTION.
SIGNATURE OF OWNER OR CON'I'RACTOR
vail, colorado Bt65? .box t oo O3.173
16, 1973
TERRY MIN
TOWN COUN
PLANN ING
KENT ROSE
J IM LAMON
DIANA TOU
STAFF REV
GER
ctL
COMM I
T
GHILL
IEW O
ss t0N
The following recommendations arestaff after carefu I review of the
,ii
2,
3,
4,
5.
A f i re protecti on system mustproject to serve structures vlh.' trucks. A deta i led p lan shou IDepartment for approval by the
and th€ F i re Ch ief .
lnwn
Ma rch
TO:
FROM:
RE:
Pedestrian access should be designed fo conform to the contoursand existing vegetation.
A detailed landscapils plan should be submitted for approval.
Deta i led p lans shou I d be submi tted show i ng *reatment ofexterlor e levat ions.
Al I signs must be approved by the Sign Review Commlttee
made by the Town of Vail
proposed project:
be incorporated into theich are inaccessible by fired be su.bmitted to the Bui lding
Bui lding 0fficial, Town Engineer
OOTHCREEK TOWNHOUSES
;-f *fJf'
T0tYl{ 0r I,Alt
BLilLE ING; FEFIM|T
|*)") ''"lul't
4,o6a. ?s
BEAD THIS APPLICATION AND 6TATE THAT THE
ABOVE IS CORBEC1 AND AGREE IO COMFLY
WITH ALL TOWN OR,DINANCES AND STATE
N4AlftR fZ'e-r"r'1
TOTAL FLOOB AREA
TOTAL LOT AREA
VARIANCE
I HIREBY ACKNO
LAW6
o5
UNCOVERED
APPLICATION
PLAN CHECK
UCTION.
oete or rppt-tcetto'ru 7- t.z p aJ
NEwDt ALTERATTo t ) ADDtrtor{ ( | REpatR( |FLOOR AREA RATIO
HEIGHT IN FT.
OFF ST. LOAOING
NO. OF LIVING UNITS
Lot I sLK I rrurue I
r. TypE oF coNsrRucroN r r l' ru@,"n
2. occuPAircY cnouP A B c D e r c@, .r
Dfvlsforl 7234
BUILDII\IG PENMIT
SPECIFIED PLAN CHECK FEES
DESCRIPIION OF WORK
SIGNATUBE OF OWNER. OR CONTBACTON
/"
I
$,wtifirutt
@sufitt
Buililtng
nf (DrrupunrU
(Df liluil
Drpurlmrnl
THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OF SECTION 306 OF THE
UNIFORM BUILDING CODE CERTTFYING THAT AT TIIE TIME OF ISSUANCE THIS STRUCTURE
IryAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE TOWN REGULATING BUILD-
ING CONSTRUCTION OR USE. FOR THE FOLLOWING
Booth Creek Townhouses
Use Classification Group
Buildinq Permit No.Type Construction V-one hour Fire Zone 3 U." Zon" DMF
Owner of Buil
lurn n
POST IN A CONSPICUOUS PLACE
INEiFECTI
E COUNTY
D^rE A)-f-
= i7/-l<roB NAME g
rfME REcErvEo t-,'dJ' or4M) cALLER
D orxen I pnnnnl. LocATroN
READY FOR INSPECT]ON
WED THUR FRI AM PM
E orsnppRovED
fl uporu THE FoLLowrNG coRRECnoNS:
CORRECTIONS
El.er++rdveo E nerNsPEcr
INSPECTOR
.?
Category Numbe(
?esign Review Action lrt
TOWN OF VAIL
o"" frugrt lU, tII!*
Project Name:
Building Name:
ArchitecUContact, Address and Phone:
legal Description: Lot
Project Street
Comments:
Motion by:
Seconded by:
tr Approval
tr Disapproval
AstatRpprovat
Conditions:
Town
Date:DRB Fee Pre-paid