HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5D TRACT B C VAIL TRANSPORTATION CENTER 1990 EXPANSION DESIGN LEGALa
ltl|C]I AtL BARBIR ARCII IITCIt|R[
24 August 1990
Mr. Gary Murrain
Chief Building Official
Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: Vall Transportatlon Center
Main Stair
Project Numbe( 22289
Dear Gary:
Attached for your information as requested is a sketch that shows the main stair
as it originally appeared and as it will appear following the improvements. We
have noted several key differences.
From our last conversation with you, it is our understanding now that a variance
to the ICBO code interpretation is not necessary, but rather, given the fact that
this is an improvement to an existing condition, Section 104 of the code would
apply,
Please advise if you require any additional information.
Sincerely,
MICHAEL BARBER ARCHITECTURE/-fl r lll)A^ tr/4Qrn^-
Chris Thomas
CT/ksw
0vail\munain.ltr)
Enclosures
cc: Vail: S. Berryman
URS: G. Voos
MBA: Vault 2289
MICHAEI EARBER ARCHITECTURE PROFESSIONAL CORPORATION
r290 BROADWAY SUITE 500 DENVER COLORADO 80203-5606 TETEPHONE 303 837 0555 FACSTMIIE 303 837 0600
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24 August 1990
BAIBIR AICt|IITCTt|RI
Mr. Gary Murrain
Ghief Building Official
Town of Vail
75 South Frontage Road
Vail. CO 81657
RE: Vall Transportatlon Centel
Wood Construction
Project Numbet 222a9
Dear Gary:
This will confirm our discussions on Wednesday, 22 August, regarding the use
of wood in the Transportation Center.
1. Since the Information Center has been 'separated' from the garage and
classified as Type V Construction, the use of non-fire treated wood is
acceptable.
2. At the ornamental roofs at stairway numbers 4, 5, and 6 the use of non-
fire treated wood is acceptable.
3. At the Blue Cow Chute service area, you will require the use of fire
treated wood for the structural components (trusses, sheathing, etc). In
addition, you are requiring that two sprinkler heads be added at the attic
space and that the attic space be ventilated, I believe this space is
already ventilated but will confirm this. I will also confirm that sprinklers
in this area are of a non-freezing type.
Thank you for taking the time to review these items.
Sincerely,
L BARBER ARCHITECTUREgl*^-
Chris Thomas
CT/ksur
(Vai\murrain2.hr)
cc: Vail: S. Berryman
UBS: G. Voos, L. Wood
Gator: D. Matthies
Martin: N. Lynch
A/H: R. StevensMBA: S. Ward. Yaulr 22289
MICHA€I- BARBER ARCHITECTURE PROFESSIONAI- CORPORATION
1290 BROADWAY SUTTE 600 DENVER COLORADO 80203-5606 TELEPHONE 303 837 0555 FACSTM -E 303 837 0600
TO:
FROM:
DATE:
RX:
luwn
42 west meadow drive
vail, colorado 81657
(30314792250
fire department
*****************************************************************
I{EMORANDIJI'{*****************************************************************
CHIEF DURAN
I,IICHAEL MCGEE, FIRE MARSHAL
AUGUST 29, 1990
VILI,AGE TRANSPORTATTON CENTER
FIRE PROTECTTON PI,ANS
Yesterday afternoon, after the Council r,rork session, Gary
Murrain asked me about the status of the fire protection plans for
the Transportation Center. He told me he was asked to get a set oftrapproved plansrr together.
f told Gary the fire protection plans, specifically the fire
alarm and the fire sprinkler p1ans, have not yet been approved andwere in the process of being revised. I told Gary about the
meeting on August 14, L99O, with Ludvik, Sinrplex, PcL, Frontier,
Cator/Runa, and rnyself, wherein we reviewed the architectural plans
I had been given (dated 2/22/90), the shop drawings from Sirnplex(dated 7/27/9o), and the shop drawings from Frontier (dated
7/6/eo).
I told Gary that Richard Matthies of Cator/Ruma had stated
that the plans I had were outdated. That conment lead to a brief
discussion between cary and I on plan submittal dates, approval
dates, and related seguencing. I told Gary I had written a memo to
you wi.th an outline of dates and submittals. Gary requested a copy
of the meno.
Gary then explained that there are apparently a number of
expensive change orders coming in and some discussion as to what isreally required. f told Gary about the standpipe issue Ron
Phillips, Mike Rose and I discussed on August 22, 1990, and the
$30,000 change order.
I also explained that during rny neeting on the 14th of August,Matthies (Cator/Rurna) stated that he had originally left sprinkler
and thermal. detectors out of the area beneath the rrflyoverrr because
he didn't think there were any walls. When we walked the job site
with Cator/Ruma, Simplex and Frontier, we discovered there were in
rRc 8/2e/eo
PAGE 2
fact walls beneath the flyover and agreed fire sprinklers and
therrnal detectors would need to be added due to code requirenents.
We also discovered that the plans given to Frontier failed to showthe interconnection of the original east and west fire sprinkler
systems which would have to be broken.
I also explained that the plans Sirnplex subnitted did notreflect proper zoning because the thermal detectors intended to
actj-vate the pre-action fire sprinkler system did not follow thefire sprinkler plan. The thermal detectors and the sprinkler heads
from two different zones were internixed and the fire protection
system would never operate if built according to the shop drawings.
I told Gary that f pointed out the fire detectors in the newVisitor's Center were incorrectly drawn because the plans made noprovision for activating the fire sprinkler systern interlock.
Simplex had totally misunderstood the need for one set of thernal
detectors to activate the fire sprinkler system and a separate setof fire detectors for early warning as required by Ordinance 3,
Series l-983.
cary then told me that was perhaps why Ludvik has been
subnitting nunerous change orders. I then told Gary that we should
be aware that Ludvik nay be trying to recoup sorne of the cost they
incurred when they inadvertently rernoved the thermal detectors inthe existing potion of the parking structure. cary asked me to
explain.
During the August 14th rneeting, when the various
subcontractors, Cator/Rurna and I were discussing the need to
separate the fire sprinkler systens in the existing potions, I
stated we will leave the therrnal detectors on the existing pre-
action system up inside the tees for now. I explained to the group
that in August of 1989, due to an estinated $50,000 cost impact,
the Fire chief and the Town Manager nade the decision to wait untilnext year or until the Tohrn had the funds, to phase in therelocation of the thernal detectors fron up inside the tees to the
bottorn of the tees.
I told Gary that during the August L4th neeting, Mike McGintyof Ludvik told ne Ludvik had rrmade a mistakerr because they hadalready taken down all the thernal detectors in the existingportion. He stated that after the meeting with you and I where we
explained why the thermal detector should be installed on the
botton of the twin tees, they went to work and renoved the existing
detectors.
Before J.eaving Gary's office, I phoned Simplex to find out
what the status lras on the revised corrections to the plans. I wastold Dave Sargent, the project rnanager for Sinplex was on vacation
tRc 8/29/90
PAGE 3
until next week but that the plans were to be delivered to tudvikthis uorning.
ThLs norning I called Frontier and spoke with !lr. Coonts uho
stated they had not made any changes yet and they were rrsitting onthe plansr until they received sone direction from Cator/Runa.
I was advised by Gary Murrain to keep the original shop
drawings subrnitted by Siuplex and Frontier. cary reguested a copyof the nemo I sent to you regarding the August l-4th neeting and a
copy of this neno outlining our neeting yesterday.
&. ..8LJG ?a ',e@ 1@3sa HrcHnilcRBER ARCH* liiri AllL"': r llrli I
t'll C l|lt[ 8An gtfi AR C ll ITICIIJ nt
24 August 1gg0
Mr, Gary Murain
Chief Building Ofilclal
Torvn of Vail
75 South Frontage Road
Vail, CO 81657
REr Vell Transporlallon Cerrt€l
Main Stair
Prolacr Number 22289
D€er Gary;
Attached for your intormatlon as requ€Eted is a sketch that shqws the maln stair
as it otlginally appeared and as ft wlll appear tollowing the improv€rnents. We
ha\re not€d sareral key differences.
From our hst convsrsdion with you, it lg our understanding now that a varlance
to the 1C8O code interpretation b not n€cessary, but rather, given thE fact that
this is an improrernent to an existlng condition, Section 1(H of the code woulc
apply.
Please adviss if you lequire arry addltlonal information.
SlrrcereV,
P,?/4
MICHAEL BARBEF AFCHIIECTUFE
,/>l I r /l
l)A/^ tr/-iQrv,^-
Chris Thomas
CT/ksw
(Vail\munain.ftr)
Enclosures
cc: Vail; S. Eerryman
UR$r G, Voos
MBA: Vatrh ?eAEg
11 laHrltt l^oaaa
ftJG E8 'gA LA15!. MICHNELCBER ARCH'ft P.4/4
width of the previous central stair
f 16' at East Meadow Orive. The
r approxirnately p5'S. wide at ft6
increase ol 91lZ'. Stairs at the SW
:ture afe also similarly widened.
ral steir was V6ry inegular in form.
ed ln wldth and orientation trorlJ the
)redictable fashlon. The stalr user
rge dlrection at each landing, qften
air of skis over th€ shoulder.
mor€ regular in conliguration. The
rs in dir€ction for the stair usBr is
trnent ls refatfuely mor8 direcL
were in a det€rlorated condftlon
pecl at noslngs and areas werg
as did not hav€ positiv€ drainage,
I oa water,
designed to drain positivety. The
rv and unworn,
rsed wooden rails. These rails did
1e3 in that they did not ertend the
ond Jop and bonom nosings and
ail did not rne6! current exit or
ainted omamental lron and plpe,
;ion and prolile.
NEW SITE PLAN
STAIR NO. 11
ATION CENTER
\RCHITECTURE- f990
4
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1. Width:
2, Configuration:
3. Condition:
4. Handrails:
The available ,
was approxim:
naf/ stairs will
same locetion,
corner of, the s
The prevlous c
Each stair run ,
previous in an
was forced to (
while carrying
The new stairs
numbei ol cha
reduced and n
The prevlor.rs st
Concrete was 'spalling. Some
resulting in pon
The new sdairs :
concrete will be
The previous sta
not meet cuffent
proper distance
the profilet ot tl
handicap stand;
The new rails ar
of the proper ex
ENO LEVFL
.-_.-:
ET LEVEL
ENTFY
artr.d aus SHELn€R
ORIGINAL SITE PLAN
STAIR NO. 11
VAIL TRANSP'OF
MICHAEL BARBEI
23 AUGt
INFORMATI
BOOTH
+8t 75.O
T
ROTH ::SHEPPARD ARCHITECTS 2185 Broadway
Denver Colorado 80205
303 296 88s0
August 22,1990
Ken Hughery
AssistantTown Manacer
Town of Vail
75 S. Frontage Road
Vail, Colorado81657
Re: Town of VailMunicipal C,omplex Master Plan
Dear Ken;
The enclosed letter from Leigh, Scoft and Cleary r€presents the initial findings
and recommendations of our traffic consultant regarding the master plan and
specif ical ly the traff ic an d transportation i mpacts,
I believe thal based on the issues discussed in the letter regarding the Colorado
Department of Highways (CDOH), the one major issue that affecu the success of
the master plan will be the accommodation of the necessary access points to the
site. h will be difficuh at best to maintain the current access points and be able to
separate emergency and general public vehicles.
We feel confident at this time to recommend that the current site not include
the Vail Village Fire Station and would like to get this issue resolved as soon as
possible.
gc: Pam Hopklns
t Leigh' Scott El Cleary, Inc.
TRANSPORf,ATION PLANNINC
& TRAFFIC ENCINEERINO CONSULTANTS
Officcs ln Dcmtr rrd Colondo SprinSi
ooolUm:,llu
JUL 2 ? 19s0
R E C E t V E, D*": H"JI,.1T[
Far: (303) 333-1107
1889 York Strcet
July 27, 1990
llr. Jeff Sheppard
Roth Sheppard Archltects
2185 Broadray
Denver, CO 80205
RE: Vail llunlclpal Conplex
(LSC *900440)
Dear Jeff:
l{e have conpleted a prellmlnary evaluatlon of the transportation aspectsof the present Vall ltlunlclpal Complex slte, and have conrplled Yeur 2000
estlnates related to vehfcular trafflc generatlon and parklng space needs.
The follorlng infornation sunmarlzes our ftndings to date.
Exlstlng Facllltles
Fron an overall transportatlon access perspectlve, tlre location of the
exlsting ltlunlclpal conplex slte ls very favorable. Belng along the north sldeof the south I-?0 Frontage Road and lnnedlately west of the naln I-?0 Vail
lnterchange, It ls centrally located wlthln the connunlty and qulte accesslblefor trotorlsta, pedestrlans, translt rlders and blcyclists, Extstlng trafflc
generatlon ls roderate and ls slgnlflcantly less than when the slte
acconnodated prevlous Post 0fflce actlvlties. The contlnuous left-turn laneprovlded along the site's frontage facl lltates convenlent access Into the
Conplex.
The existlng slte design, however, does have some transportationdeflclencles trhlch can be sunrmarlzed as follows:
o Parklng Space Supply: Thcre ls a shortage of parklng spaces,partlcularly ln the eastern tro parklng lots. As a result,
unnecesaary clrculatlon by parkers ls taklng place durlng perlods of
peok denand. In additlon, there ls currently no 6rea wtthtn whlch to
secure Torn-owned vehlcles (partlcularly pollce vehlcles).
o Frontage Road Access: Access to the slte's easternrnost parklng areals too close (about 350 feet) to the 'four-way' lntersectlon. Left-
turn acceso ls often blocked by trafflc backed up fron thls busylntersectlon. Furthernore, the drlveway servlng the westernrrostparklng lot ls qulte steep for wlntertlne tractlon and vtslblltty forexltlng ;otorlsts ls llrntted due to the adJacent curved allgnncnt of
the Frontage Road.
o Pedestrlan,/Blcycle AcceBB: As ls typlcal with the Frontage Road, theexlstlng slte frontage lacks sldewalk and btke lane facllltlcs.
TtsnsponrtlonSyEtctnsaTnnsit.hrking.rrthicrlarAccest.Hcstrirn&BicyclePlanring.TrsffrcOFErrtions&Safety.signalDcsign.Tratficlmpactstudies
I
1 l|r. Jeff sheppard
Pollce
FI re
Other
Page 2 July 27, 1990
Future Parklng Soace Requlrercnts
Based on dlscusslons nlth Town staff representattves , the follorlng
tabulation has been prepared whlch sunmarlzes Year 200o parklng space needs:
Vehlcle Type
Staff
Category ?own Personal Vlsltor Total
TOTAL 40
2A
3ll
?0
22
85
177
N/A
N/A
?5
?5
s6
26
t?r
292
In rcgards to reconoendcd spaces for staff nenberts personal vehlcles, 15 of
the pollce and 8 of tlre flre departnent space$ are lncluded for overlapplng
nork shlft personnel. It ts assured that thesc overlap apacea wlll be
avallalle to pollce and flre departnent vlsltors when nccessary. Also, flre
departnent reguirerents do not include vehicles to be parked wlthln the
bullding ltself.
' Estlnated Trafflc Gencratlon and Dlstrlbutlon
Further evaluutlon of parking actlvlty together wlth standard trafflc
gencration rates for civic center facllltles ylelds the followlng peak-hour
estiuates of Year 2000 trafflc generatlon for the proposed Coaplex:
Vehlcle-Trips
Peak Hour Enter Exlt
?: O0 to 8:00 A.ll.
4:3O to 5:30 P.M.
'180 s0
80 200
Extrapolatlon of these estlnates lndlcates an average neekday generatlon for
the future Conplex of about 1,200 enterlng atrd 1,2o0 exltlng vehlcles.
An evaluatlon of avatlable nearby trafflc counta and the elters relatlve
locatlon wlthln the sulroundlng Vall connunlty, lt ls egtfuated that the
dlrectlonal dlstrlbutlon of Colrplex-gencrated trafflc wlll be Ebout 65 percent
torards tlre east and 35 percent torards the rest. In general , thls
dtstrtbutlon, as lt applles to the above gcoeratton estllates. should not
create slgniflcant tlaffic &ccess probleDs, The actual asslgnrrent of Colplex
traffic, of course, rlll be a functlon of the nuuber, locatlon and purposc of
drlveways to be provlded ln thc final slta deslgn.
Mr. Jeff Sheppard Page 3 July 2?, 1990
Transportatlon I ssues
The followlng issues have becn ldontlfled wlth respect to access to andfror the exlstlng Conplex slte:
1.Colorado Departnent of Hlghways (CDOH) lnvolvenent: CDOH has
Jurlsdlctlon over the South Prontage Road wlth respect ho traffic
novement, controls and access. Any signlflcant change ln current
slte condltlons wlll requlre oew access penlts fron the State, The
current nunber and location of site drlverays ls not ln conforrance
rlth the CDOII Access Code, and lt ls unllkely thut g4y future sltc
plan wlll requlre a varlance fron their standard requlrencnte. It
wlll therefore be very lrportunt to involve CD0H staff as early ln
the design process as possiblc. It is qulte ltkely that CDOH will
dcsire the ellnlnation of one or two of the slters thrce exlotlng
drlveways. (Early slte plannlng lndlcates that reductlon ln the
nulber of drlveways is unrealtstlc), If the nurber of drlveways
canrt be reduced, CD0H nay require certaln trafflc rovenent
restrlctlons such as prohibltlou of left tunrs ut the east drlveway
lntersectlon. They nay also rcquest thc Installatlon of a contlnuouc
westbound acce I eratl on/dece I eratl on lane along the slters frontage
and,/or a ralsed nedlan ln the center of the Frontage Road, An
lncrease ln the nunber of access drlvcways wlll not be favorably
received by CDOH.
All driveway locatlons along the Frontage Road should be located so
as to be conpatlble nlth existlng and/or proposed drlveways serving
the bank, redlcal center and Doubletree slte$ to the south,
The proposed slte plans, tf they are to lnclude access at the rest
end of the site, should attenpt to resolve current grade./vlslblllty
deflclencles at the exlstlng nest drlveway.
4. Conslderatlon should bc given to provldlng pedestrl anlbl cyc I e
factlltles along the slters frontage.
5. It ls apparent that the cxlstlng alte ls not large enough to provldc
proJected parklng space needs ln at-grado parklng lots. (The
proJected need for 292 spaces will requlre about two acrea of parklng
area). The site, however, does appear to lend itself to developnettt
of structured parking, posslbly ln the forl of a single parklng deck.
In conclusion, the existlng llunlclpal Conplex slte ls ln an advantageous
locatlon relative to servlng the coununlty, It does present sonc slgnlficant
challenges, however, wlth respcct to provlding safe and efflclent access. An
effectlve and acceptable design solutlon wlll certalnly requlre thc early
,--. lnvolverent of CDOH into tho design process.
2.
3.
I
llr. Jefl Sheppard
lfe trust that thts
Huntclpal Corplex.
prograr.
Page 4
lnfornatlon wlll asslst $lth
Se look forward to provldlng
July 2?, 1090
further plannlng for the
future lnput lnto yourVal I
rork
Slncerely.
LEIGHI SCOTT E CLBARY, INC.
PllS/rlc
MEMORANDIIM
ot, , ,'(
I
:
i
TO:
FROM:
RE:
DATE:
CHIEF DttRAN ,/-) ,/
MIKE MCGEE, FIRE IIIARSIIAL(ry
ERC FIRE PROTECTTON
AUGUST 22, 1990
There appears to be some confusion on just what the Fire
Department j-s requiring, what we are recommending and what is beingbuilt in the TRC fire protection system.
The neeting Mike Rose requested we attend this morning
concerned a reguest for a change order on the standpipe systen inthe TRC. The reguest was for approval to interconnect thestandpipes at a cost of $35,000. The letter Mike Rose showed mewas attached to copies of correspondence regarding the fireprotection system.
The letter indicated that as a result of the Aug"ust 14thmeeting, I reguired the contractor to interconnect the standpipes.Attached was a copy of some review comnents I had written inFebruary, L990, which stated the standpipes were not required to beinterconnected.
The copies of correspondence Mike Rose had did not however,present a complete picture of the situation. I would Like toclarify the situation.
f received a letter from Richard Matthies, an engineer withCator, Ruma, and Associates, dated November 2l-, 1989. This wasessentially our first involvement in the fire protection systemdesign. The letter indicated a neeting took plaCe the day beiore,at which, Mike Rose gave then sorne design perineters for the firesystems. !tr. Matthies stated his opinion that the fire sprinklersysten as requested by Mike Rose, would not meet rninimurn N.F.P.A.standards. Mr. MatLhies was requesting a written response from us.
I called hin on Decenber 6th, 1990, at which tine we discussedelernents of a pre-action systen. I agreed to send a follow upIetter detailing a pre-action fire sprinkler systen. I conducted
some research and calLed Matthies back on the Lgth of December andgave hin the basics of a pre-action systern.
Matthies sent a letter dated December 1,9, L99O, outlining hisunderstanding of our discussion. Some issues were still in need ofclarification. The issue of the standpipes reguired one change,being the need for a rrfire hose valverr at the top of each riserversus a fire department rrhose connectiontr at the |ttop of eachstair. rl
_ On February 12, 1990, Dick Matthies faxed ne a copy of theengineering specifications for review. This was the first tirne Ihad seen the specifications.
on february 15, 1990, I sent a copy of the revie$t conments I
made on Section 15995 of the specifications to Stan Berryman as
reguested. I also attached copies of manufacture's specifications
on a pre-action fire sprinkJ-er systen. Iten number 9 of my letter,
dealing with standpipe systems, referenced N.F.P.A. Standard 14,and stated an exception to the requirement that standpipes be
interconnected at the base of the riser.
As per our guidelines, I did not attempt to dictate a design,especially to a registered engineer, not did I rewrite the entirecode section. We were engaged in a discussion of previouslyestablished criteria (ie. the engineering specifications andN.F.P.A. l-4). The exact verbiage f used was that |tstandpipes arenot recruired to be interconnected. . . rr and I stated that they 'rshallnot be connected to the fire sprinkler system.I'
The statement that the rrstandpipes are not reguired to beinterconnectedil was not a prohibition but an option. We have nothistorically been requiring existing structures to retrofit
standpipes nor have we reguired them to interconnect standpipes.
There was a staternent that rrLocation, labeIs, and tlpe of F.D.C.shall be approved by the Fire Department. rl
The prohibition against interconnection to the sprinklersystem was a result of a suggestion that the standpj.pes bepressurized off of a conrmon feeder rnaj.n with the sprinkler system.
Due to the problems we have had in the old TRC sprinkler systen, itdid not seem reasonable to risk an accidental or maliciousdischarge.
On March L9, 1990, I sent another copy of the same reviev
comments dated February L5, 1990, to Kathryn Harai of MlchaelBarber's office, in response to a request from Stan Berrlman.Stan's requests was apparently pronpted by a letter sent to hin byBarber's office on March 5, 1990.
stan Berrynan brought me our fj-rst and only set of plans inJune, L990. We agreed to conduct our detailed review when the shop
drawj-ngs were received. During development of the shop drawings,the electrical contractor, Ludvik, and the fire spri.nklercontractor, Frontier, sent a request for infornation to Barber,soffice. Barber sent the request, dated 7-L6-90, to Stan who thengave me a coPy.
On July, 19, 1990, I sent Stan another copy of the reviey
comments dated February 15, 1990.
On August L4, L990, the engineers, the electrical contractor,the fire sprinkler contractor, Sinplex and I net on site to resolve
some of the issues. One of the first iterns we discovered was thatthe Fire Department's set of plans were not current, the sprinkler
shop drawings did not reflect the existing conditions, and the fire
alarm plans were incornplete and inaccurate.
The review comments as recorded by PCL dated August 1,4. L99O,do not indicate a reguirement to interconnect the standpipes. Iwas however, present during the conversation betr,teen the
representatives form Cator, Ruma and Associates and Frontier. We
discussed the need to find an acceptable location for the fire
department siamese connections.
Several options were discussed, including relocating the
F.D.c.'s from the top level to the south side on West Meadow Drive,the option to interconnect the standpipes, and the option to get
the connections out onto the Frontage road so they would beaccessible. We also discussed options to tie the new firesprinkler riser into the two existing risers, placement of F.D.C.'s
on West Meadow Drive, and they discussed sorne elements regarding
excavation, berns and other details.
I left the meeting with the understanding that the engineers,
sub-contractors and other necessary parties would evaluate their
options and get back to us.
The results of the meeting between Mike Rose and I this
rnorning left F.D.C.'s at the top of the two stair towers on thenorth side of the structure, and one F.D.C. for each standpipe onthe south side.
I hope this clears up what has been a less than smoothprocess.
l
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RE: Yrll Tr.n port tlon Clr .t
Proied Numb€r 22289- ---+
o""r i
"n'
Thb conespondenco should b€ considercd as a continudion of our letter of )
lO July 19OO i€garding lh€ form of the exteritt o(xrctst€ $airs and th€ cholces / r :_ -f Ii,
arallabl€ to the Tourn cf Vall. Wo und€rstand rha lh€ Town of Vail Building ( ()fi\- I.) i"' h
o€partmer has grarnsd the Toyvn of vail a vat'ratrce to th€ lcBO interprstatio; ( ;aq*tt}qJ ,l$lq*d the 1988 Unttom Building Code (UBC) S€dion 3306(c), to p€rmit \ AJ tura -ll r4l-.'
constnrction of f}e stalB as cun€ntly dEtail€d. (S€e Odion 1 d te,arcnc€d J il^^.{ \,rf,l\^L
IOWn (' VAt yl-- ^tD€panm6nt of Puuic wor*dTr8ns. l\P('
75 South Frmlags Road - l*b
VaI, CO 816s7 .1.
construclion d tlr€ slalB as cun€ntly d€tall€o. [ssg ()Blon I or rel€renooo e,/ r\ . r \r.. '\.bne'). Jf'^1\tlt1,T(
*\t."r l0ld to
Our pr6/iorrs kaner rsvi€w€d the evolution ol the slair design as it relat€d to th€ ' )L,,\ r r r[.r,
roquiremo.|ts ot lh€ o€sign Review Board (DRB) and pr€\rious review by th€ \,.'"- .;[, ^aTown of Vait EuildirE Dopartm€nt. Th€ tollourir€ ar€ some c,f the ditferencss gratlututl '
b€nfl€€n the oxisting (nofl d€molbh€d) stalr and fi€ curent deshn.
.- 1. Wldth: The arailau€ exil width ol tho pr€nious central stail
was apprdlmdely 16' al East Meadouv Otive. The
new s(alrs will be apprqimat€ly 25'6' wids at the
same location, an inctease of 9 tf2'. Stain al the SW
comer ol tho structutg ate also similarly widsnecL
2 Conliguratbn: Th€ prwlous c€ntral stair was very ineguhr in form.
Each stair run variod In width and o.iontatlon trom tho
prelrlous In an unpr€dictabl€ tashion. The stair us€r
was brced to changs dir€dkln at sach lardlng, ofren
while catrying e pr{r ct skis otret the shot'dder.
Th€ now slail3 arg moro rogular in corfigurdion. The
numbor ol chang€s In direcllon lor the stair us€r ls
reduced and nxrr€rngnt b ralafiv€ly tnore ditsct,
tllCflAtL SARBEI AlCXllECtUlt ttOfESSlONAt COIPOt IION
1290 llo^ow^Y sulT! 600 oENvEt cotoR^Do t0203-5606 tEtfPHoNC 303 8:tt 0555 t^cstMlt€ 30:) 837 0600
t
t.
a
Mr, Stan Berryman
24 JrIy 19S0
Pagp 2
3. Condhion:
4. Handraib:
Ths prorious siairs w€re h a detarioratad condition
Concrets was chipp€d at no6ings and areas were
spalling Some ar€as did ncn havs positlve drainagp'
.esulting in poncling cf wder.
The n€w stais ars tlarignsd ro drain pocitiwv. Tt|€
@nc,ste will be nfl and urnorn.
The pr€\rbrJs stalc u8ocl wood€n rails. Th€so rails dU
not m6€t cur€nl cod€s In that th€y did nd sxt€nd th€
proper dlstanc€ boyond top and bottom rx,6lngs and
the prolils cf tho ralt did nct m€st cur€nt €xit or
handicap standards,
Th€ new rails are pait sd otnarnental i.on and pipe'
of th€ proper extembn atd Profile.
Please catl il you have 8ny futther qu€stims regalding this issue. A3 you are
awarq e tirnev resolrjtion b tmPorrant as construction ot th€ csntral stair b
unde ey.
Slncsr€ty,
MICHAEL BARBER ARCHMCTURE
Ci* Vil*
Chrls Thornas
CTsh
(Vait\stair.lt.)
cc: MBA: M. Barber I
C. Adkisson - (- j'
S. ward
Va.fi,%9
//,'
C^"'x Nl
iltcilAil. BARStr lRCl|lltclt|flt
24 July 1990
Mr. Stan Berryman
To$rn of Vail
Departmern of Public Works/Trans.
75 Sodh Frontage Road
Vail, CO 81657
RE: Vall Transportatlon Center
Poect Numbet 22289
Dear Stan:
This correspondence should be considered as a continuation of our letter ol
10 July 1990 regarding the form of the exterior concrete stairs and the choices
arrailable to the Tou/n ol Vail. We understand that the Town of Vail Building
Department has graniled the Toum ol Vail a variance to the ICBO interpretation
cf the 1988 Uniform Building Code (UBC) Section 33tt6(c), to permit
construction of the stairs as currerilly detailed. (See Option 1 of referenced
lene|.
Our prwious letter revie\ryed lhe evolution of the stair design as it related to the
reguirements of the Design Re^/iew Board (DRB) and previous review by the
Town of Vail Building Department. The lolloling are some ot the ditferences
b€twesn the existing (now dernolished) stair ancl the current design.
1. Width: The available exit width ol the previous central stair
was approximat€ly '16' at East Meadow Drive. The
new stairs will be approximately 25'6' wide at the
same location, an increase of 9 112'. Stairs at the SW
mrner of the structure are also similarly widened.
2. Configuration: The pranious central stair was very inegular in lorm.
Each stair run varied in width and orientation from the
previous in an unpredictable fashion. The stair user
was torced to change direction at each landing, often
while carrying a pair of skis wer the shoulder.
The new stairs are more regular in configuration. The
number of changes in direction for the stair user is
reduced and movement is relatively more direct.
MICHAEI. BARgER ARCHITECTURE PROFESSIONAI CORPORATION
'1290 EROADWAY SUITE 600 DENV€R CO|-ORADO 80203-5606 TEt EPHON€ 303 837 0555 FACSTM -€ 303 837 0600
Mr. Stan Berryman
24 July 1990
Page 2
3. Conditinn: The prwiotrs stairs were in a deteriorated condition'
Concrete was chipped at nosings and areas were
spalling. Some areas did not have positive drainage'
resuhing in Ponding of water.
The new sitairs are designed to drain positively. The
concrete will be nelv and unwom.
4. Handtails: The prwious stairs used wooden rails. Thes€ rails did
nd meet current codes in that they did not odend the
proper distance beyond top ancl bottom nosings and
the profile of the rail did not meet cunert exit or
handicap standards,
The new rails are painted ornamental iron and pipe'
c, the proper extension and pro{ile.
Please call if yoj have any futther questions regarding this issue. As you are
awars, a timely resolution is important as construclion ol the cantral stair is
undEruay.
Sinc€reiy,
MICHAEL BARBER ARCH]TECTURE
Cfl* Vil.*
Chris Thomas
CT/sh
(Vail\stah.!tr)
cc: MBA: M. Barber
C. Adkisson
S. Ward
Vauft q,Il9
7., O"y fl4"'o'v
ftfi:i'
l'llCll ttL BtRltl ARCII ITtCIl|Rt
10 July 1990
Mr. Stan Berryman
Toryn of Vail
Department ol Public WorkVTrans.
75 South Frontage Road
Vail, CO 81657
RE: Vall Transportstlon Centor
Project Numb€r 222'89
Dear Stan:
This conespondence is in resporse to the ruling ol Mr. Gary Murain, Chief
Building Official lor the Town of Vail, p€rtaining to his interpretation of the 1988
Uniform Building Code (UBC) Section 3306(c). Mr. Murrain believes the e!ilerior
stairs, as designed, should not be permitted due to qyariable tread lengths due
to varying width and curyature of stairways that will disrupt the rhythm and
movement of occupants attempting to use the stairway$. We understand Mr.
Munain has based his interpretation on an interpretation by the Intemational
Conlerence d Building Officials (ICBO). Only after a meeting on 3 July 1990
between Mr. Mundn and rnyselt, did it become clear that all exterior stairs with
a curved wall would be dfected by thb interpretation.
It is our belief that the stairways as designed will proride th€ Vail Transportation
Center with a condition that is as least equal to the existing stairvvays that have
served thg community for the past 18 years.
As you are aware, th€ stainilays proposed for construqtion have evofued from
schematic designs initially proposed by Michael Barber Architecture. Our initiar
design, which was reiectsd by the Design Review Board (DRB), had straight run
stairways which conforms with the code interpretation of Mr. Murrain. The DRB
requested that curuing walls be us€d at the stairways in an ettempt to provide
a more sensitive and tree tlo!fling tseling, similar to the existing stairways
scheduled for replacement. The DRB would prefer to rebuild the existing stairs
exactly, withor.rt rggard to accomrpdating more people. The DRB cited the
Uonshead parking struc-ture, which has straight run stairs, as being an
unaccsptable approach to the design of the new stairway, consequently,
curues wers introduced to the stair design which were later approved by the
DRB enabling Michael Barber Archilecture to proce€d with the production of
the construction documents. A s€t ol design dwelopment drawings, which
included the curved staiMay design, wes forwarded to Mr. Murain for initial
radew and comment prior to completion cf the construction documents. At that
time, Mr. Murrain made no mention to the stairs not conforming to code
Iequirements. MBA completsd the construclion documents, stamped and
signed the drawings, and submitted for approval to the Building Department.
MICHAEI. 8AR8TR ARCHITECTURE PROf ESSIONAI. CORPORATION
1290 BROADWAY SUITE 600 DENVER COTORADO 80203.5606 TETEPHONE 303 837 0555 FACSTM|LE 303 837 0600
I iEg0
Mr. Stan Berryman
10 July 1990
Page 2
Given the fact that Mr. Murnin will not sup€rc€de th€ position taken ry the
ICBO, we ofiEr two approaches to be considered for the r€solution of this issue.
Option 1: Fequest that a vatiancs to th€ code interpretation b€ granted by' the Town of Vail Building Department allowing th€ stairways to b€
conslructed as designed.
option 2: consider an altemde design solution thd would satisfy the code
irterpret€tion of Mr. Munain' Anached 's a sketch of an altemde
stairway along with the oontrac{ors conceptual cost and schedule
impact.
A timely respofise b wananted on this matter as consttuc'tion at the central
stair is approaching raPidtY.
Sincerely,
MICMEL BARBER ARCH]TECTURE
2"tl,lbq
Scott Ward
SWsh
(Vail\stairway.nr)
Anachmont
cc: MBA: M. Barber
Vauh 22289
(tili_A)
pd- corusrRucTtoN SERVlcEs, lNc.
Coortrvc{o.l si.aa rtoO
llr. Scott tfard
IIICHAEL BARBER ARCIIITECTURE
1290 Broadwsy, sults 600
Denver, C0 80203
Re: Yall TransPortatlon Center
Stalr fllr Proposed Ghange
Dsar lln. ltardr
Por your requostr re offer the folloulng thoughts regardlng the proposed change
to stalr tlt (attached)t
l. Structural steel ls on slte and erectlon has begun for
thls arei. Ghanqlns steel In thls area at thls point
rouiC sertously i-npict the completlon of thls area end
added costs to the structura'l steel.
2, Concrcte chrnges to the walls off of the structule nlght
reduce the iilrect costs' pendlng revlew of- ftnal
iriiinss. scheduled coplitlbn ot thls area xould also
be serlouslY lnpacted.
3. lurplenentlng thls change rould result ln a delay to the
prbJect. uilch rould- add addltional cost, such as
bverheadr ulnter protectlonl layout' etc.
4. Other ltens lmpacted by thls change--l-s store capsr-
handrall' brlcli pavetsr earthrork, EIFS' nasonrl' qnd
potenttai other trades- pendlng flnal drarlngs belng
I esued.
tflthout nors comgleto dehll€d drawlngs and schedule fon lssuance of final
drawlngs, lt ls linposslble for us to asbign a cost to this proposed change.
Unt'll PCL recelves notlce otherrlse, uo are proceedlng based on the current
desl gn.
iluly 1lr 1990 D02r4A-24
2000sr.uthColoradoB|vd.Suite40ooenltr,Colorado80222Te|ephone30!.75].66mRapidfar]0].;5].6921
@
uell Tranrportatlon Crnt* - Strlr lll' ProPosed Changa
ifuly 11' 1990
Page 2
If you hava aw quertlonr, don't hesltate In calllng'
Yours truly'
PCL C0ilSTrugIt0il sERYlcEsf lllc.
/* 8r-"rrA/).
ilin G. Bronn
ProJect llana$r
ilGB/mkn
Attachment
cc3 Denny Amour/PCL
Chrls Thcas/llA
Gregg Yoos/URS
Les llood/U|S
Stan Bemnan/T0U
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PAFIIAL PLAN
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|lllC}I AtL BAREIR ARCI|IIICI|JRI
IACSIMITE COVER SHEET
Dote: 30 ApriL 1990
P. L/14
lime;
lticlnel Earber
TronsmittBd Fromr MBA
Fox Number Colledr 479-2157
ProiecllN.rr6ber:22289
14Totol Number oJ Pcrges Including The Cover Sheet:
RE: ELectrical inforrnation
CommqOls:
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We qre lronsmilting {romTeJefoxnumber 303 837 06@.
lfyou hovelrouble receiviog lhis tronsmission pleosecoll us,
MICHAEI- gANEER
]?90 IRQAOWAY SUIT€ 600
CORPORATlON
f ACS'M|LE 303 897 060c
AR C H IT E CT O R ! P R O F E S S ICJ N A !
DFNVER COLORADO 80203,5406 r!tEpF|ONE 301037 0655
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grlruded gnd vuloanizcd
E.P.DM. gasxEt bslween ho.,r$"
ing aflc doof frame, concoaEo
wnA,l llxturs is Ctoigo,
Ooor Framor One piece dre
gagt Alufirnufir with r eg?al
coolng line .l2S' Ininimum wall
thrckness. rna(e$ with hanshg to
crEate 6 continuoug cylindricsl
grape. CorEe&l€d nIog.al casl
sltp h:ngss ajhw removsl with-
out tcolr. .Sloo.rf fl'l tto/ided io
;iro:t dOOr ltame Oggning, 3n€f
thigt( clear rempefed glegg Ens
rs iarled lo ooor lrame by a ons
pr6ce /nolded E.2D.M, 0aEk4l.
Doot lr6me secure$ to noutlng
w l,l,o stenlsss stoel r€tE380ct
ciptive a$cn head scrgw& Foi,rr
Epp{rd a'1d pLrggoo holcr Pto'
v[t8d for 8ttachfieil 0t Sefn
0oor, Frxed Hoad, and Lex€no
StrisH cplion$.
Swlvcl: SymmetrtcEl do8iln
wilh die ca$t Elurnhum compo.n*6 lnlsrndl loCking te€th Pro
vide 7tlr' sdiugttfloil by
righlening t$o tleinbE8 Steel
]taas$so llr€t\-hoad 5ctows
€" inra(vaE fttrkcd oo s*iv€l
erlefio( %" N.P,S.M: cd;nlln0
ufloof oagHlEd bBsling fFnge.
f,dlra{or AssorrHtga: Intet'
Chang€eb|e in a1t tnfot AFL lix.
ture iypa* SFecular Altake
optical cornpo,r€nts nDuna60 to
cl€€r SnodEBd ahrrltlxJ.fl k8fte
Beflgctor agserflbly snaps rr||o
liilurg fpuiln0 ivilh gprrnC dPi.
HPS. MH and MV mad'um g8$e
8ock€ts are oorceiS:rl €t4d
4KV. FlCl 6ocl€13 e(€ .ece$soo
$nole canracl ratcd sKV.
Elaitlerl Oomponcntr ; Fac -
tory rnour{ed ut itouEing and
p{wvired
"rith
l€8do cdending
f,odr swtvs{. u.L. litled comp+
fi€d8 with hrgll power titctor
balr3ts rsted lo{ - 200F. e|.arr.
rfig. ODlonet photocett i ernally
rcoufilod wrlh llu$h sen$or on
srog of h(tlrirng.
Flntrh: Housing, lens tgmt and
swivel a,8 serrli.gros3 bal€d
enarn€l over Alodine of lariditeprfig. ElEcK. garl( Dronte or
nalu/al abrY|irurfl cQtots,
Photernolrlcr: Based o.' in.Je-
p€ndont testifrg tabordldry
rorjor r$
3
I
I
I
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I
I
i,rt
I
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AFLl
l{orizor{al
Fl0od
Max- Wt 2{ lo5.
E.PA. I O
AFL?
\b.rical
ilood
Mgx. Wt 24 lbs
E PA, I,O
AFI.3
Hori2odal
spot
Max. Wt. ?4 tbs
E.PA 1,0
Alillng Erngc*
n relSlQn lO
lixlute mountttlg
%'f'J PS,il'i.
il
I
l-r--,,-- 1-1"
-.
-r;
It
I
iIl
.-\
\, t Wail tr.'Ounl Cgn be tnvcrles
=-'-+
+- a,tow,6g tull upward or '-F
, \ | downwartT I'rfirn0' \ ro5'
IF*["9
-. . . .. k.r,r,r Li,(:liTiN(i.
tt'
;Hlt$o:*,oiiff
nrtirfehi''u ":ffi;ffirffi 'il;'n#
" ;:.;''i,; t i..*,n,,' Arctr;teciuralFloodlights "{- ;,oo,*;;:,i;f;3ir.gif*..1;* H8'*,;ii:1.1,'.
ca3t alurrddum {rsme, Itd locks | * t resaftroles 31lJ
l%iff:H[1$H:8il:3$ -liiiir,iiii% B'/!,A'E R:l:i'1if;"*-l,7
assembly nopnl$ lO paedrill6d
door lfarae Foles, Cartion: Not
facot r.rrrenoeo tot Etou/1d
dodfied iixl'Jf65 in vcnoal
grons arqa$. AvarFDle io tnreg
baked e0amel lrr1l8h88
t
7Vc
,I
70 Watt to 175 Watt rnx{eia)cso-3sorTyperu
r-\ dEu-sr{/lF*4Gr1-r-r|-+rrr+r!{',,' '(. J Brmooore (BD); Extrudedatu- Crt. No- Colot
rnrnum dcors wttt antFretl€ction .J rr",l".- SOIAL-€ ANek \rnrnum doors with anti-retl€ction J.lt.,l"-
baltled Each door is hingcd lo 3 | i
^Aar thrrfift ||"r {raartp anrl ld"1ks I
lo
holes, and
.nay be uSed wittl Lgxano ghreld
optim. Availabls,n lhr*e b6ked
Sndmd fin$heS
rfla.rc gbloid (AFreL$}r 7i'
cJ6€r conrex U.V. stabilirsd vac'
r..um fomsd polycSf bonato with
oltkel. Mot ftts erer leffi to
predrillgd door lrarns snd m€y
bo trsed wlth Barfi Oool.ol Fixed
l'{ooo option. Cautbn Uso only
vylrsn rdrdalism is f,rilic ipgto'd
b b8 rEh. u$0tur dfs ir rifir[od
by UV.,lhcdofdhn trofi 6un-
lbht. msraury vapof q rt0t6ltic
helidolamg6
B0/08-f Dsrk granr€.
Ca:, No. Cclo.
FHIBL€ B}arK
FHtoE-E Datk eiorlr.8.
resernbles 313
Durafiooicd coloi
Fff/Nlr.E l lgtural AlJfninuin
Cat. Nc AFL-L$
C -i_
Il
\sv.'
tN*tJ
Arrhlltoturd *8ox {JBlt:
Cylindrical Dody a1d malc;ning
ccvet in dis cast alminrrm, One
FreCe jnotded E.PD.IA cov€t
9a6fiel. lfiAtnel ground screw
prgviCe6. Csplrve COunrersunk
cov€t Ecl{rwE. '/c'N.PSM. lix-
ture fiOunl wilh inlgrn8l $et
Ectgw lock. Tvro '/r" F|,P.SM, for
Conduit rfltry, AJailabf€ in th/s€
baked enamel f io;shes. For
abov€ g.act€ Inst8rlattofl onty,.
'/r'N.PS.i'l
Fixture Mcunl
Cat. No. fulor
JB?EL€ FIscK
JB1/OB.E Dsrk &qnz6, rrFern.
bjqs 3€ Dut€roolCr
cq|o/
JBl/t'lA.E NalUtal AlumrAU(1,T
*Yt"I
Irwl /z'N.PS-lr/.
Stenshhn Mount tor Slnglc
Frruru (s[ilIo]: 3- O.D. x .188'
\rsSl CeSl Sluflirxj:'n with ',/r"AlF,g.M. tixturc moqnt Intcrnd
ser sctew li$ure iocK ecceS8i-
b.l6 through hand holo IntcrnAl
gtound lug sup9li€d witll
hstalhd lead. Avalabi€ in threc
bat€d €narnBt f ini$hos,
cEr. No. Color
9M16/SL"E Btac;(
SMIS/DB.E Satk Etonze,
,eSern6F$ li13
Dultnodicc Col0r
$Mi6/t{A.E I.lotrjrai Al(rmifl lrrn
f'tci€: I0 as.9u/0 e f'gio rncteili.
l3n A,iC pl0'JUCI longgvrty,
${anoFion mugl 0r, net rI'
ccncrele by clrle g.
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ffPR 3E ,94 A7I13 I'I]CHNURBER RCHil(
. Specificaticns
P.9/13
EXqulsiTe@$eries
Oeacriptlon
Exo!{siTg SoJleg el|r srgns utrirr€ injcclion.rnoldeJ (hcrmo2iEtirc
trarfir wilh a geel-stencri {O+e Ovor e rsrnforcad libc.Ola{is Jatl4t
|saor, Slrndard hcusing afd Sle crl cdtcrs ara r,n teir bleck wifr
JtSndard l€flo/ colo.s ol tod or green. A rddlu$.Atro5t0c r;tLroctr tacg
oliminEtd3 light leaks dnd prov{tes kn, rrghi or dirri!)lg efr0vJ otl.
li?ns Dy artg{ng of $lBpout8. Qtxrllghl thcy oc proyide'J by iha /6-
movdl ol two bo(om aoo|tu(d c,ovcrs, siqna r ay bo iimpefpr0olad
Dy ;mod,on 01 a special lccklng Scfrrw (prdvlded).
Emergertcy Fower Pack
Ths po!flor pac[ it congtrud€d ol ar". ioi{rcrion-notoeo tnd.rrcDldgth
cg6E wllll tamovtito lrJn! c6vor. opgrarion ts tutly q'Jto,t18tic, An
SCFI $dlid-8tatr ch8rE3r 6tn$l5nt!y rnainldino the ornery sl lult
diatg& Ch$!6f pdntsd di.clit bofltd rc spfcycd wilh a Contonnai
oottlnc wfrlcl Fovldd ,noisri/r€, Eorf93ion, tnold, and I'Jngud r€6ls-
lanco. Emttgoncr lrmpr ffe swrtci'ltd upoo hg8 of no?nal pcoror.
Drnng 0tnsiac{-y oprrallon, darnagr lrofi dr€p dlSchargs ls prs.'rir:d dy t low y6'lt6!r dEdonr€cr circurl On tr3ioralien ol ullll9
jroiN€r, thg cnafoo, wiJl bf0in a redlargo e'yclg. l! wtl lf,ing |ne bal-
rEry 10 full c{sasity }virhhr scoplabto uL lim€ etafderds. A pilol
xght g0rvcr !a hdhdro chargs {rla, A t63r 3wl6h i3 p&vlded lo
rnec{ 0.n6rgoncy opflfEtion. surdarc oporation i3 lrofi 1?0v or
27TV,
Battery
Emergency go,ror 6ourc| b l premium gradg, perd l€ad. melnto.
nanco t Eo b6rtory. €rp#trd lllc ls 15 yoars, Complotott ggalgd,
nevc, nocosaary 10 add war0r, Superlor pedo/manca in iow tcfirpt/.
tlurA tpplhgrlcflS. Cafrrss D.o-rat! vrafrAnly.
lllumination
Installaiion
End Or CSrlhg riounie€ unit5 irtt Srji)p!j66 riLirl rili:oil '{.i: .,r...:'.
inaiude e hi.lligt UFr aAtr ?ri" iong, y.' lFrtr,1.'4'ii;;p;7 1r ., ,.r.'
tng ro n Sri' Or 4" sgragon,il o, c\oiirtbox. iai c! tl/| 1 ,, ,f, .: .i
iivgrrablg sgpttatcty ior lieLd conversio/: ig6s PfnJucr 3.r nri:
chgd.J, 'lJr,l no!,nlso moddls aleo mQ,Jnl l0 rr J" sqJ;{ig ';'"x r'il
ir\{l'Jdo an o9ening lQr 7.' 40ndJlt tnttr" lct,i,fecl coitneci}oi, r,it -
Or./t ,rDig6 artB Ffov[tgq /4 InE wall Dleia iol socJring ll]1r !r': ;*' rr' ,
vJall suriaca. XnoC,rotr:s lfe 9lo/id'?d 0n )cli ttg6l ol Ins arri
lrcmc lcr conrre9lion lo y}" SrJl|lcc conou:|. \{rf,.'rg ri lrrnir;:f 1!q
throBgn l8-gEug9 |,rfio bfd3 witr'-'h luct( infe € s..',oetRll'In::f 1;:,.
ryir,rg comPa.nmot.,t :q 3v0|c stlhdoirs.
Optlons
A liro Ar,grnr ptn'll rntArtacg cp{ion vthtch {!3s5os hi} (rr,i lSmi; 1i
cne cycla tqf gcgond Suring tire algrm c;?tJlnn ls Svlll,lD'J i ). .,,: :
y.l$ arl rnode!3. Tlts opuon mcd'rie fist:ll9 lri3i{r ir5v'6r l1;;' i.r;Ji'
Ingi Cn r.oth AC snd Cdleltet4y urills. :r'rc rrrlr tlB.9i t,re 5er:.
rncdol litrrps i AC aoc DC oterstrF! ..!l049r, Atitlltblj t3i ,i 1 ..
2{. 48 or 1t0 yoll lirg eh/nl p3J1els. Ti ttttt, ir(i(; 6'.rlr! 'Fr.P :.
rufrlt l Odgi ')utnoer
sfid gt Fujly *j3,rn ptrel v0lt$,l6,
Magter coillol {irg aislrr rirteritcs 2aigls IMCFAP) et.} 6vcr;;-fi':' i-
t'rtnidg m8rry AC gxrl 8i9ns v'ft c !'l'l:e !a,jrc:'. Fe;e; lc i:i!a
gnEet i0-t033 lor .'Fcfc inloirTBt|irn oft iAP enc aylcFaP o9:,f)' .
An optoosl slcnc:l laco is Svciiaoje wh:ch d!6clays tn6 ill;dr.
iglrodal stmbcl cl Acigca. lt l3 doSii.red ii: teoegnrtlcn 0l lis
flariodEt ?oiicy lor a !Atrig..lrec anv;ronntcnr (Sp*cil/ -Fig/, Ali,o
6yarrabla lor r?l,.conuroad fin9/3€ncy rnooels l$ l,A cgiroil Y,,,1:'.in
Orovides the bsrf16r.lrO0 gtCACrj lACg inq Bn i.udto/!tqstl ct.cr ti,
modulo. Ourjne a pc\\ef hlhtO, tlrc inodri,e tlt#he$:ns o,{lt'6 (.jt
tf,firPA an{ Fto'/toer E pul0a{ng i$dlbl8 3l0ngl rvhill! ?1i0'r,1 osiret
exit,tcfltien by vtlug' or tlegrinB ir'lcalt€d 9at$ot,'.; {rPecrlt
tict't ?.J j, Fdr alatrn.lfl esn6/ f.qodiJlo only. ipealfy gB- i11
Suggested Specifica! iort
Erlt sion hgurinJ E,1tll bd,:onttrust€d ol ''tn;10 or Dlaeii,nisil;;n
frrclidod rntfnopiart;c ltouging'#;th radiu$ rilroibird Slgnc';s. :3Fs
ori gl € mrnallno [!lll iceks. flx,mal iilu,i'irlian ilillt fio hct ;2s:':]
prlvrdcC by two tii+145v eri84doc.:.le i|1gtgt ooriaru::i ,"'-
iampr, cotiteo to 1g rrsls lor !a0 ?cll c;era:i3tt. Snapqtll g,:rc,vi
snd ocwnirght ta dJfiFly vrllh pt{ng' Full tled llerroillly snsll Ee ca'
pabb rhobgn lhs u3c O, hoivldtJsl cEFvcrEi?ll k{5 Drmcr,rio.'e lo
bs 87r' hidh x 'i0%" ,tidF x I vs' doep
EnrErgoflOy *(if gtgrlt !n bd scnjdvdd throutt c (leElor/) {'ie:3j
inttallgd, fu y 0utorrotic t)oeoa pack. Fowcr pgc{ con3lidctioh s!'aJi
pro-r'id$ a solid s(fflr bol$r/ c\trrEr, a piesltqm 6rii)?. A,i? lea4
Danery wiih 15 /get oxpaclod {ita. A shlr;c rEte giiot ligh!.rr.c :
!9x! lriich. TnE chargg/ Eh8li 9ro|ioo It:t/t volt&js disc.,'nuai cir
cuit and Ehall bE co?ablq 0f tecnof9ln9 llr? 4talte'^/ rYrlhn 3ci61?'
ablo uL llfig EltntrEr{tg, Tht Fowcr grcx riusr be captuic lri
opcrsti.rg two 3,6 wln DC lafips io, I 4 ioJ.s.
u,ritr ar'o supclod wlo rwo I sT&145v exiondcd-l;t6 cnotgy aon.
3ctung Ac llmpE. dordbd l4 12 wat$ lo/ 120 volt opefation. gmgt-
gcncy liluJnlnirron i$ proviC06 lotwithtryo 3,6 sall lamp!.
Dual-Lite' P.O. Box 468' Newtown, Connecticut 06470' (s03) 426'8011
Prrntcr, In U.S.A- $0'?5$ :i), E.r:
FPR EE '98 A7:14 I4ICHFEL BAREER ARCH>Ko
$FEgtRffii"sEn#s
Corrftercial. lndoitrial 8nd instltutional l8cillli6S wf'grs
fuggrd, cast alumiflurD efiotE€ns1 eril tlgfl3 leBlurlng con-
l-qmporary slytlng and a choics ot )ncdhdescenl or fluofes-
6ent AC [amp3 arg riquired.
Standard $ign Features
N casl dluminu'r| conskucliQn used tir/ougnoul
r Coflt3tnpoaary da$if,ilI oesion sllow s u3c lfl surlaca, end qf cetling niounled
a9Flicatonl,r Difectional arrolr9 AchievgJ b/ n03nt Dt Sneporjtg,
a Eottorn apanure wiln grismatic len! ptovides €,,6n down-
lrghl illumi.l8tion.r Erlcnded ljt€ ;ncsndescentAC ltmFg gtandErd.
t Optional tluor€gcent AC lBmp9 er inctndesc6nl
"Lignt Pin6l" dvai|ebls.r Md6r+all NFPA-I01 sn6't987,llL 924 ilir sjgn
reqult€tnsnlg.
$peclron Features
r Cuslom d8$igncd
'ntcgtgl€d
circuitry p.ovade$ ccnlrnuctr3
$glt-dlagnosdc moniloridg o( en re unrt opsr.llicn.
l| CoinglSl€ly autoflrailc 3-gtags batiery charget afld
lran$ton cifcuilr ,Autofi8lltr bafl8ry protection (LvD).I F Oyrngut protecllon Citcuir.t 13"minute rekgnsJer delay.r A.c. locf(out circuilI lwo color LEO cnar0er tnqde indicator lrgnlr sepRrals LED9 i^dicaE Dgilery. chtrgcl or emefgene/
lar F rnal runclioir.I IC piooramrnsd di$chargg cyclgg insvrs optrmum b9l!8rl
porformanca and em€tggncy oprtrlion.t TsSt $witch allow8 a conplet6 liv6 minule eystsrn 3hgck
st tny tima.I U iversaf 1201277 votltnqul.
Dimeneions
i.lOTE: Add 1+t" tO har0ht or ryi.tlh dirnOnr'C,ns
rO, f,XtUnI'n0 Ca^opt,
zttJ/6L'P.Lg/1.3/v /'. '-
f;Xf;Ali$Um'" $eri*s i
Ptisnl Prndlng
Casl alumlnum, sF gclllcalicrr grade
ernargency exit slgns,,
Applications eitt y
(f ) d?srlc!frw rjo,Yr,laDk. ,r{ o!v, grbtt,r!:i torilI f iJi6*} .1 ., }:r, i,
fitislte'ff ih!.l} h $it fi'rdd riil|patlt.l . ow$Wif, - {b!l'$}ll i'{.|;'i'
^(lE! Ctnor't, irgt r hrul!. $tli]Simcll' rrhd. hfi4r4.
ll) Gr|llr Jtld e/hlit'tltl'rrl r'rotflcr"J.:o irds', !-0!l;lu! !l! lE'td " r:'r,
t/ 'v.- iwlulaf B oira c! lh. ict.ct'i- lt*l fi: r/i:l rajtf f'ui!'n, ' l - ' t e
*lllrlrs.tl,ritgllhcrrilrtutfLJ.?t,vh;r!'0|,rqtt,ui.ill!',i,:rl.ilrr:".
l?i rrfl r:siiru0 ,0t 0'. i'if, L,tn: Pincl nfdtlj,
llli,f'itfiu,$ttltrr as's. J!ll,Jt!'t rs))lrl{ ii3t:3o ir ri:c
t{ | tor lcli if tuJl4n#d arir,i}g ttp"cilrtft inlY
{5t 0$r! g#srr}Jarlolh :rJ't.E: tlcti{y'
Product Selector
tolrl
L.;llf,rit lw;t'.11
c'.rf,$!u,)
Cg i'rlVr':
i0ir,r'i,'l
rd""nilt Wl^'tr
tyrll Do.rl, !ir.'Clr lircj,'';,ir-:. : ::i
gA,(;rF 0r Arr, fitltt. i lttr i.: r "
Cql|lti!l ?nt qlrrl: j':!j, -(;_:::: _..*
cwrcFr
CSftBB-T
c$80 r
fird 'ilttr 6ir(t
$al n*ll, +.1,a l ttj' .rti".t ;"t<:-r
cdido 0l # 0 a4p1r. r,rct lr;. r, rr, ;/ ,:
CtJlrro c. arid ror.r,1r,lorrar lic! r'.: :.;:
ct/ruiB'l
cSnrB-i
c0a{8'l
lod'!Eruti
Ahr..e|lil
r,Vtll n0!41, trrltirtu |vlihi::.| Ita,;!'/
Carl,[99t B{ tr.!n:. j,olrJ li:t r,.E :.;;
icil,0t 0f f+d r.e9rT. .i|.ra, lfr iJJr ft
CYi\r0B.l
c5wcg.!
clwo3.l
sat ?,a<l 9rrci
'/;ill fi9$,1, r lii! ltrt .,, n'r.rl ,; rr r
crrlli:! 0| $d Jilg(j'rl, linilei!.t '^i:r.2
it l|'ff fldtIaJE (or4el!!Jb::l\ t;
Optional Fealures
tLoiirlconl AC iefit, {1?0 vAC
Ac rlmpi (r17 vAfi
{l) Arqrllcrj ',6/ en',tJ i9raPi;t lgnit i
^C
ta6,rrE|r,:: t' 4.,.,
?r,,'n 6uard tip5Clly ntll. ccrlHrg ol
n
Tt-t
_t_Li
l-.,' ^ i
'[)(IT
." RFR 3@ '98 A7:15 NICHAUREER ARCH*
$pecifications
P.tt/t3
EXCALIBUR': $eries I
0escriplion
EXCAUAUR SEtirs exit 9i908 utrlire rirgge4 m9til construcdon
thrqughout, All Srtr nou3lno co,t'PonenB atg pricrBIon diE oagt
;n h€h strcnglh E!.rtnin'-im lo a5su16 pmpst llt and elimin3le
tionr-leaks, H;mevtbtc tnrgoutt !16 ptovlde{t in {rg 9l6nci,
licc casting to atlow tor right. lelt ot doutrie dkocrional 8.row3.
Lon6rpanels aie c66qru61ao pl lDer9t63s rsinfcrcod Poryester
m0r€riol Erii Sleng iensts moel19&2, ULS34 faguirFments
tor ngicnt (6"). w,Cth (2^). ttrokd {%"1 ond minlttum specing
{yr''} nlcrturet are cnst inlo rha bortom ot exCALlguil Exit
katnst and lltted wrtn a paj3malh leng lq 9rryi{€ 0fotcl.9v0n
obwrdight dlumrnatron. Sl56dAtd colors ott€tEd srQ blsck, whil+
and bt;k wrth Dtsshsd ElFmi om $cocil lacq, ci$tottr cotorr
fr5, €XCAUFUF signc rt€ avqtilo,c oft a rP.citl otocr Detit
L€ner Fdnbl dorori ot€r€d 016 ttd, Btccn rnd whlt!' QEnoper
and porr$ pecl€ suoglied wiln tigns $a slgo contttt ct+ct ot
cis aluminuo ano E,g g0l0t n$lcnrd lo |hc oxrt gjgn llafi€'
ganderd AC ilbftr don lg providcd by tncsndescmt Htfip3.
gfisrgoncy rluminiliort ig provioed br 3.8 !YE[, DC lEmp3.
SPECTROil {ptcificaticn-grgds €l.clronicg pgckage p/ovid€3
$ ccmDlatsly cutomldc thrfil.stSgB bdtery cnBfoar witn lo9,
Yot8ge di$cann0cl brownod and ls.rninute ma cslai ialay
ciqrr{t, cusiorn dca;on€d intagtatod circuitry conlinuously
rDonrhrs no flal unit Opo{alion add au|omalicAly paftolttts dr5.
chfigg |e3l3 al progrsmfllgd inlowal3 t'l erefciso Dalt€n/ 3n9
cnftk rmrrealcy oporallotl, Soll.dragnoslic logic al'ourtg wArn
o{ matfunct'En in batbry, chirgef , iransl€r sirdult ct BrneJggncy
tamFs lry means 0l EEparqrp LEO indicator llghtS, A rwo.cclor
LED in{ricalas chdrgo, ffid6 End r te$ swltch Sllaw$ li./e min.
uls diagnosllc/dl$chatge tt3t tt sny titne
Operation
EPEGTFON etectroniq3 qperA$On rE tully ttrto.fiaoc, Ouaing
norrn8l opcration, rh'6 ehargsr naifitafis tha batrEry at lull ca.
p0ov a'lrt constsnrly monhors lho OC voJtage acro3g th3 lat
l!ry tenminols. Should tho lertniffil vol'.sga var! lton th6 ref,oril-
rnandDd thal value by 't' iloe,,r o, - t0%, an LED wiii ililm;nrrd,
i'rdlcatlng a nallunctton o, ||ro Danefy or cnaroBr. lJpon inrer-
tugton ol norrnai AC pe|t,ct, or brownoul condiljons exceedrnlS
r 2070 CaoP tro& nommal yoitige, lhE auDfiaric vanstsr cticrrit
swrrchos |ne smorgshcy lighliflg iord 'o de benEry, Emejgefi4r
goqsr $,alt br Frovjdad lor s minio$rn ol 90 rrrinutes. Ouring
Enefgorlcy opefctiorl. rns barlery l$ groleclod fuom dsep dr$-
thargr Crrnagc bt r Jo,,/ vc'ltA$s battary digconnecl {LVO)
c'lcurl upoo ,€3tore*on ot normal pow€r, a timf, dolay felfry
(TDF) crc1trl holdl thg unit in omorq?ncy congrtions tot an
addtlonal :5 rninutcJ, allowing ulility volla€e to slabitize dnd
HlD.l!'pr lBfiling ld reacB fu,l illumro6tron (rt agpllcab,e). Ihe
cn&g8r vrill hen begh a recherga cvctt. Congtaht cu ent,
equiirtg ar.|{J tlofit stages, are indlqaled Dy o rwg.coto, LED
Th€ chorger wdl b4ng the Dane.y l0 futt cSpScrry w|thrn occrpr.
dDli uL rrrne *€nosrds, SPE0TRQN ctQc!(oni08 at.o pro.
grrm/Dad to initialo N livc nrinu(e dischargo tgst Ovoty 28'!?
dayc Encl E 30.mrnut9 digchargG tost overy 6 =,? monhi,
Thesc te5t3 exe{cisc rh€ udt'i oonory, tndroby protonging *r
us€,ul lile and ogtim'zing ttr crpldty. Thc testE aho altc* tha
SPECTBOH t€ic cireuitry to &ralyze erfi€rgadEy opefation per-
tormince. Any mallunc,tlon of lhf lJnit s bsltory, ch6r0er. tfftos-
16r circuil o.ornergerl,cy ta||'pE wrtt b{
'ndicalgd
by LEDs on
nO unit dr,rDlal panol. A marrurrl lost 3wttch Ellf,.r/i tryg.firhute,
c)agnoglrc/rlirchlrge te$ts tt afiy t'me. Opar|tron itom 't20 $
?77 VAC gourcDs ls provided tui by e rrniversa| Uanstormer.
Battery
Ail EXCALIBUf, SPECTROiI Sg,ies floigti utij,:e nra ''r':r'
ence-lreu, pomium gfeda, pJlrj iF64 Datistias ErX*ct'',.: :'r'i
'c 15 yeErs, I{ev€r n€cessar}' i'? acd walfr Gtii'ti;i i.r"r ::. .
war.cnly.
lnstallatlon
EXCALIFUR siSnrctce/ec lcr End o. ca,ling nsrfii;,1i uir- i t,'
Df led wrlh E cafi?py and $whrdl rr:gunlint llirlo for e$ i^.:":':' "'
a 3,!" octlgrnrl ot switct b$r *nochc.rrtn stt Ft0t)olri In i'' i
errl rellpiSlg tdr conneDtion l0 ;c' ccr,Cuil anc tcr secutjtg li, ,
dnrt d;rccrty to wall tltt'facs9.
lllumination
Shndatd EXCALISUF| ricdels 6rr suijplieo !'/ith l'rr5 1 6T6'1d5
roltertEnded titg incandg3cent iar}tf$ which havg tdtrr Csr3llii
ro le wafl$ lof r20 vAC oPeratiotl. SXqAUBUF modF,s or itrrii
w{ln |n€ -FL end -?F oplioni lre S,rppl;ld witn rso i-'vr Pl- '
type lluorsscenl lamps lor AC illufti alion, gxcA'ijluit I'r)r'; I
ordor€d whh $€ -LP "Lr3nt pinel" cptron DrQvrC{ AS ,rri.-"n"'
iion by moans ot3 panil mounted a.iAy ol tubtli.nru:ufe :r '"-
dego€nt lAar'p$ oonssm;nf 15 *ai3 liic6':Ce$csnl E'<C':-ir.'";
nodcl$ ati E,rPpi,od with tuo 3,6 weG €tt'ifganc) l'rf,pi ir.'i
lli,,Or+goqnt .DodglS atc hrppliod wiln lDI6O SUg|f|r:'i:rliuri, rii,-,:r:
cn Light Pf|4ei in0oot3 tlrcv,dc AC Fcrl sfiBrgE116/ rtllmirr,r:")'
Suggested Specilications
Ex'! 5;gn corstruci!c|t thg!t Eg prsc!3isn c;6 gagi dt.urt'tuf:
taroughout. Iloffinal AC iilumlnalion {'+lt 7b av'drd ot tt'11
ilsTe cxlcn,ind llle itBanJescant loorps) (5 'vat{, "FL' tYt.-
iiuoterccni lurnpgl (15 ,tat1 Light Plneli. Letter panets eiiaii r:e
.'ooifrucled cf fiFgrgia$6 ,oiafol,:6d polye*er. snap3ut etr|::-
'liofrsl!trow9 at]d dltleSgd d0wnl;ghl bpe,'l,lte5 sn.1r1 be proli{j€,J
3 Ct*ncatd, Erncrgency exlt pt'vet Sna be achle?td lhac't,;!r .
i$ctort irrstlilod, lully dutomatlc pcvref eick. Pcaei rtBr .: "
stf !.ict;on gllati he cagl alrlrinum and shgli ,'4atclr l)'c t'r,r I i-': ;
in color, Tt,e 9o'rrer pagi( gtsJl ,nElr.,ide il promium !;gle. i;---,
i.rad b6it6f y wrth 19 yea/ exlatted litE. Tha bat!8ri r/lli Di']v..: :
sufltCl€nt cgpaeiV to op*rat{r llttio, (tsrrsel 3.6 w:.lc'. O$ lett )s;
t'*i0hl Pane|i to. 1t/t nQsr! te 8n snd '/ol:agd 0l 8?Z}, ot nci" r j.r
banoil "gl'3gB Elcctronicc ah,ll, ti lull, au0tna$c,,'t :et;c:i
iharger shtit D0 lil: lhrg+.vlAgs lygo viitn conslsn( {urreit.
italu4ii:g tnd tloal voirdgf m0d8$ 6;/eu;:./ w;ll;nciusa I 5 ri'i.,. -
uts tirira otlry lTDll), ;ow vollAgt, l)r €JY d;sconreci (i.1r'Di ;tr.,:
Drownolt D.orecil0n cilcrr,it. g *o.a5l6i ri$llt-emlillng djcSs
|./ill bg ptovic$c tg rndtcire cnalge,
':1ode
cuglom-co9B,i+d
;nLEtAtid clrcuitry !h3ll Jr ssti',jiaAnoglic ;n des,qn ancl cc!-'
sterrtly monitor ch,lrgcr ptrlet*arrce gnc 8e18ry vollEgs. j.rj.
crlrp proErgmr$ine rrill in6lsdt li'/e rnin'jl4 discnarge,/ oitE.l'-'e-
tic cyclin-g avcr! 'AA g 2 lsys t? axgr'Clse the ontt's batt'J d'r4j
CDOr:h tmeroenCy opttrf,!|on. Any ntalliJfiClron ot Ing [;i''f 5 r.lii'
lery, cnrr0cr, tfanrft'l cltcutl 0; eme.'!BtlL'/ t$rnpr ihai ,rray
oeeur durittE nolmel 0psr tr(,n or discFErga cy4l;ng t":i Ia
. d€hcled by logic arcuitry. ,1 vrsr.t5l jfidigattlr 2i 3r y luc;t .':, . '.
will be di$pliydd D/ iight-+fi;tlint (ii0odfi ilfi the r,1'! s lrfl:i
{ac6 and 6hAll PfocrSalY indigal$ lhl o! 3io ryPt cl r'!dih"--t
oir. A anuBl tegt 3w;lch 511;ril Dg p'ov'oe1!oanDw liv* ;iilr'ir .'
dragnoit;c/drschsrqe lEstlng $ ony linlt. A ,lrivr,'rgilt lt't.;',.
lcrier rhsll altow oDgtaii4n trom -'e0 o/ ?77 VAC. if, Hr r:r;.r ..',
Optional squrpmeni lhail iticlude -- l?'rIE'lJrot' '.'
bg {11 !4}" high i, { !01{)" wi06 i}y {ari}" ceef
VE l{n zOc.z-
V&tt*nO 1P24tFr)
'/-
-"'-:E-,-.i
I
$,urnplex Fire Alarm Systennu
UL Listed
FM Approved
Heat pg{1,:i;lrr-::,
FEATURES.
Low Profile * Only i% inches frcm Ceiling
$urface with Junction Box Mounting.
Dangling Disk- To tndicateOpetalion of
Fixed Temperetute Elemont; Rale-of'Fise
Elemenl is SelFFlestoring,
White * Blends with Ceiling,
Eaey Insiallation * Twist and it Locks into
PlEce: Same Mourttirtg Flate for 3% inch
(8.25cm) or 4 inch ('!0.16cm1 Ocagonal
Box. or Open f.lounting,
OESCRIPTION:
$irnptcx ?099 series h€ql detector$ ptovioo high qualily'
refiabilily, and the ultlmalo in design aflrt deca{. ?he
lo$/ srlhguetle and white linlsh blend with rnost c€ilrtg
daaigns to provide an unoblrusive unit.
Thorrnoitais erl availebie in 135'F ($7oQ) and 200'F
(g4ec) /Stingg; in lixed, or ftxed and ralo.of-ri$e
cst€go/i€g. Elngle or dual circuit con{igurattor,s, wiih
normElly open conlact$,
Ths contac'ir ol thc deiEclof s are rated at 1.0 amp /a
28VDC.
OPEFATIOTI:
H€Et dot€G{ot€ u8lng the fgt6'of fise principle ol opera'
tlon hsve an atr churnber, a v€nl, and a flgxible mgtal
dapfrragn. Wnon the unit lt heated, the air in the
chefiber expBnds, The vgnt permits tho chamber to
brsalhe and olowly rgleas€ the erpandsd air. lf a fire
oc(ilrs, th€ alr h the chsfobdt will expand more rapidly
thon it cE r b€ v€nted. Thlg cauees the dlaphrEgm lo
clos€ d 8st(8) 0f notmally open contecls to signal an
,alarm condllion, The rate{f.rige heal detec{or rgslore$
ils€if to normalty open contact position wh€n the heat i3
dFBipeled.
Tn6 cornbinalion rale.o{.rise and tixed tcmperalu{e
h€et detoctors should not be nlounted in line with gpacs
hEaler blowers. direc'lly over Sloves Bnd ovens, ot dther
h€al-generatirlg units. Thago CeFctors ar€ availabl€ an
two fiIad tempersture ratiAgs. Those rel€d Et 135oF
(57'C) arc suitable lor most appligplisps' lhose raled al
200'F {94'C) are euitable wherever the emtienl t€m.
p6ralure exceeds 100"F (37,7'C) bqt nol l50uF
(65.5'C).
2098.9446
Publiait,rf SAlSU.,jai! I t
v
ORCFRING INFQF!,lATION I
o P,7?/L3
iTp'r,i*$-."f;;;;;
.,F'"'
DIMENSIOHST
JVflCTOl.a EOt |JiOUNitG
MOUT*TING:
NOT€S;
I Marlfiufr dislEnca Ehorvn ie from Bny wnll g.?rlltron 0r cFiling
p.oioclions enceding doffi |nore th{a r? incheg (30.48(hl,
3, RElr.)f .HBa 1 s.F/Mln. t0-r 3?rC/S€C.l Soll. fi€$rorrfi $.
3, fis{ero4ac NFFA lilE Stan(|trd o.l Au(.fharrc Fia Oclcc,tors lor
moTa c€t3tbd inlo.6dl6n ot't td4nlio.r, fprcing, .nt
^totlance
Eflr,
lesr g, irc., for lhe$e ot{tclors.
{, lo m?fl l[os. harE dout levol3 ol gfiokt 3r1o toxrc gaads cgn
butld up urlors a lriEl d?lcclor would fi(rale i,n 8lRrn. kr cttcs
wnerA {lC aably 16 A LCtO{, the USO Ol SDrohD darocror3 E rr.gu"f'
5. Thr6,0 dsvicr5 do not irrcotporctc . por,'Ilolfi9 OtrvLcc.
r{oll. A|.L oual f.lJrc'x\ doiertc{i..rt1l!14
fwo..?i ricerrALlr Oa;ir cFe 9C4lltjlg
griflCaRO ENDt } frFC'.j!? Cl' t t4l,ltl
CrilL|'lg lUllf l{:t itO)llYrfrr.
!VlRlNQr
duar:r{c{rri aEl cl::tfi 1(r5;g lD
tChOlrfo IttotPEiofiJI iiiCtr^r !
o
EYI
I
A
o
VlnF rFoin frfif
aLierr t^a.t'. Oal
ztt€vr.lrri 0C"tCrOF
wrFts CorirgCtga
ro r.ifxt nritEcTot
Ott ir,ro.Ol':xrr:
FfSiSfOn
rot(' Ar I srttoLc cracil.t ,'.cc6L9 garrl wr:lr
0 e tl t |lcRAlA\i r $FCl{ ci? i:cN?a47
li,rdi}l i-LlrO
Circui'i Cirgg"E
Ral*-,;l- flse
3 Fixe,: Ternp
t35 F {57'Ci
Rata-ol'firsa
E Fired Trimp
?cc'F i91'C)
Fixa.r'i,tinD
Orrty
135'F (5/*tC
F:re:". rur;it : Spl,:.',9 i $y.1.:ri':1$rirvilUl-,,iFt,11
230 ;F {9.1' Cl i I
?098-9439 X i r'r0 ^ SCtt i ?0 r eOit
3098,9440 x X iri)..i0li. lr5^15i:.
?098.9441 X 25 ^ ilSlt ! 20 x20ir.
.944:X X i't 5r.rsil I19;t15ft.
2098.S4{3 X x.5C .( SCrt | 2C x !ri':
2C98.5114 10 r SCit I I3 ,' i'!it.
e098.9445 X ! ag ". agtr I 30 . 2o;l
?098-9446 X : Ii,'lnt.l l$r:l$fi.
rla v€istCLg x.5,JrlrA16 aA9[r,{0i Togril'rro
t-..G.*.rocr tli{6 i^!iE
-'*- 6qt rgrr 19xcrc!
Itou!/it tg
SlmPlex Tim; Recerder Co.
caicrter lla,:.',gch!,$elrs 0i 4r, i .i100! Ll ii ;..
Time, Flre Alsrm, $Scurity tftd CcriltQl Stt'.(lr is
Ofiices arro FeFterentatives Thrcughr;ut l:tlt Wc'r:rt
International Conference of Building Officials
5360 SOUTH WORKMAN MILL ROAD WHITTIER, CALIFORNIA 90601
BOARD OF OIRECTORS
CHAIFMAN
BRENT StIYOER, C.B.O,
BUILOING OFF C AL
PACIFICA, CALIFORNlA
FIRST VICE.CHAIRMAN
EUGENE J, ZELLER, P.E., C.B.O,
SUPERINTENOENT OF BUILDING
ANO SAFElY
LONG BEACH, CALIFORNIA
SECONO VICE,CHAIRMAN
JAi{ES l-. MANSON, C.B.O.
DIRECTOB, DEPARTMENT OF
BUILDING AND SAFEIY
COUNTYOFSPOKANE
SPOKANE, WASHINGTON
IMMEDIATE PASTCHAIRMAN
wtLLtA E. SCHLECHT, C.B.O.
BUILOING OFFICIAL
COUNTY OF WASHINGTON
HILLSEORO, OREGON
ROBERT J. EPPSTEIN, C.S.O.
CHIEF BUILDING OFFICIAL
FREMONT, CALIFORNIA
aoB FowLER, P.E., AlA, C.S.O.
OIRECTOB OF BUILDING INSPECTION
ABILENE, TEXAS
JA P. GASTERLAND, C.S,O.
BUILDING COOE OFFICEB
SI PAUL, MINNESOTA
PHILLIP M, HEBRINGTON, C,B.O.
DIRECTOF. OEPABTMENT OF
BUILDING AND SAFETY
FENO NEVAOA
ooucLAs E. HOOO, C.B.O.
EUILOING OFFICIAL
COLORAOO RIVER INDIAN TR BES
PARKER. ARIZONA
GORDON W. ]{URDOCH, P.E,
BUILDING OFFIC]AL
DANA POINT. CAL]FORNIA
T,ICHAEL J. NOLTE, C.B.O.
BUILDING OFF C]AL
CRESWELL. OREGON
ROX PERKEFEWICZ C,A,O,
DIRECTOR OF COMMUNITY
DEVELOPMENT
COUNTY OF KITSAP
PORT ORCIiAfID, WASHiNGTON
JAMES R. SINGLETON, C,B,O.
BUILDING SAFETY ADM N STRAIOR
TUCSON, ARIZONA
THOMAS R. THOMPSON, C.B.O,
EUILDING OFFICIAL
BROOMFIELO, COLORADO
ROBEBT D. WEBER, P.E,, C.B.O.
O]RECTOR, DEPARTMENT OF BUILDING
COUNTY OF CLARK
LAS VEGAS, NEVAOA
ALLEN O. ZEPPER, C.B.O,
AUILDING OFFICIAL
STILLWATEF. MINNESOTA
No. of Stories: 1 Story over 3 kvel
Basement
Floor Area: 1,12,000 sq. ft. added
Occuoant Irad: 180 in Rm 322
Valuition: $4,500,000.00 (suggested)
Seismic Zone 1
Basic Wind Speed 80 mph
1988 Uniform Buildine Code
Gary Murrain
Chief Building Official
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
Dear Mr. Murrain:
Data for the above project have been reviewed for conformance with
the Uniform Building Code. They have not been reviewed for
compliance with requirements of federal, state or other regulatory
agencies.
NONSTRUCTURAL COMMENTS:
1. Occupancy separations are required between the parking areas
and other uses, see Section 503 (a) and sheets A2.1 through
42.3.
2. Basement areas are required to be sprinklered in accordance
with Section 3802 (b) 1.
3. Parking garages require mechanical ventilation complying with
Section 705, third paragraph.
Regionaf Offices: (rTlBN.WTowerDrive. KansasCity, N'lissouri (r.1151 . (8161711-2241
2122-1 l2th Avenuc. N.E., Suite B--]00 . Bellevue. Washington 98004 . (206)451-9541
9100 lollyville Road, Suite 200 . Austin. Texas 7 87 59-7 15a . (5 I 2r 79.1-8700
(213) 699-0541
OFFICES OF
PFES DENT
JAMES E. 8IHR. P.E.
EXECUTiVE VICE.PRESIDENT
DOI{ALD R. WATSOI{. P.E.
April 25, 1990
Plan Check No. 3690
Project: Addition to Vail
Transportation Center
Address: Vail, Colorado
Type of Construction: I/V-N
Occupanry Classifications: 8'-1,18-21 A-3
FAX NUUBERS
Order Deparlmenl
rc80 ES
(2131692.3853
r213)692-3425
12131695-4694
(213) 699 8031
o
4.
5.
6.
7.
8.
9.
Mr. Gary Murrain
April 25, 1990
Page 2
Parking spaces should not obstruct the required paths, see
sheets A2.1 through A2.3 and Section 3301 (c).
Duct openings extending "vertically" through floors should be
provided with shaft enclosures and protected openings in
accordance with Section 1706 (a) and (b), and Section 4306 0).
Stairs 5, 6 and 7 are required to be enclosed. Section 3309 (a).
Abandoned stair 3 should not remain accessible to the public.
Door openings adjacent to corridor 203, shown on sheet A2.2,
should comply with Section 3305 (h) 1.
The use of tenant space 322, shown on sheet A2.3, should be
shown on the plans. Based on an occupant load factor of 15,
the 2700 square foot space would be considered a Group d
Division 3 Occupancy if assembly uses are proposed.
Two exits which are required from space 322 should be
separated by one half the diagonal dimension until they reach
the public way. Section 3303 (c).
Maximum travel distance to enclosed exit stairwavs should not
exceed 200 feet. Section 3303 (d).
Variable tread lengths due to varying width and curvature of
stairways will disrupt the rhythm and movement of occupants
attempting to use the stairways and should not be permitted in
accordance with Section 3306 (c).
Accessible areas for buses, shown on sheet A2.4, should be
clearly indicated and limited to the westerly portion of the
deck.
i14. r The proposed information center on level 4, see sheet A5.3,
10.
{ 11.1
(r2.)
13.
..!
@
Mr. Gary Murrain
April 25, 1990
Page 3
should be of Type I construction or the provisions of Section
707 (a) should be applied, see Section 1701, fourth paragraph.
t 15. ) If Section 702 (a) is to be applied, the use of tenant space 322
basement.
Finished grade levels around the structure should be provided
to establish the number of stories and the height of the
building, see Section 420 and sheets A4.1 and A4.2, also
c2144.3.
77. "Roof' enclosures shown on sheet A4.2 should comply with
Section 3601 (d).
18. A fire-retardant roof in accordance with Table No. 32-A is
required for the information center.
19. Toilet room walls require smooth, hard nonabsorbent finishes
in accordance with Section 510 (b), see sheet A7.2.
20. Wood is not permitted in a Type I building, see Section 1801
and D2lA8.1.
21", Shaft enclosures and occupancy separations are required at
stairway 12 and service core areas shown on sheet A8.6.
STRUCTURAL COMMENTS:
1. A copy of the soil report should be provided for your records.
Acceptance of the soil report is recommended dependent on
compliance with local ordinances.
2. A description of the process and a request for its use is
required for the proposed pressure grouting under the existing
footings described on sheet 51 at grid B.
Mr. Gary Murrain
April 25, 1990
Pase 4
J.
4.
5.
6.
8.
9.
10.
L7.
Details of the deck expansion joints, which show the required
fire rating is maintained, should be provided, see sheets 52
through 54.
Details of shear ties referenced at level 2 on line 36.7 are
required, see sheet 52.
Existing and proposed construction should be clearly indicated
on sheet 55.
Fire-resistive requirements for Type I construction should be
shown on the framing plans on sheet 56. Special inspection is
required for spray-applied fire protection.
Truss plates are required near and a side of details shown on
sheet 56.
Precast wall elements, shown on sheet 59, require a connection
strength capacity in accordance with Section 261.5 (i) 3 A and
B.
Details of shoring noted on section 2/S9 should be provided in
accordance with Section 2903 (b).
Details are required for corbels at walls shown on section 2/S9.
Retaining walls should be designed for undrained earth
pressures unless a drainage system is provided at the building
perimeter.
A construction sequence is required for section 7/S10 which
shows an existing spread footing being altered by adding to its
stze.
Reduced bolt values are required for the 3-inch spacing shown
on section 10/510.
12.
13.
r -l
Mr. Gary Murrain
April 25, 1990
Page 5
1,4. Calculations and details are required for precast double tees
and supporting elements.
15. Details of diaphragm stiffeners noted on calculation sheet A1.5
should be shown on the plans.
16. New beams desigrred on calculation sheet A3.1 should be
references on the plans.
17. The use of guidelines by the Colorado Prestressers Association
is subject to your acceptance.
18. A lateral analysis of the visitor center structure is required.
May we suggest a valuation of $4,500,000.00 since there was none
specified. Please inform us of your decision so that an invoice can be
issued to cover our services.
All data are being held pending receipt of further instructions from
you. If we do not hear from you within 90 days, it will be assumed
that you no longer have a need for the data and they will be
discarded. Please advise.
Please do not hesitate to contact us if there are any question.
Cordiallv."M(otr
Floyd Apodaca, P.E. " U
Chief Structural Engineer
Plan Review Services
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International Conference of Building Offi6/als
BOANOOF DIRECTORS
CHAIRMAN
BRENTS YDER. C,A.O.
EUII-OING OFFICIAL
PACIFICA, CALIFORNIA
FIRST VICE.CHAIFMAN
EUGENE J. ZELLEF. P,E., C.6.0.
SUPERINTENDENI OF AUILOING
AND SAFETY
LONG EEACH CALIFOBNIA
SECOND VICE.CHAIRMAN
JAMES L. irAtlSOX. C.B.O.
OIRECTOR, OEPAFTMENT OF
AUILDING AND SAFETY
COUNTY OF SPOl<ANE
SPOKANE. WASHINGTON
IMMEOIATE PAST CHAIBMAN
wl|-LtAti,t E. scHl€cHT, c.B.o.
BUILDING OFFICIAL
COUNTYOF WASHINGTON
HIILSBORO. OFEGON
BOAERT J. EPPStE0't, C.S.O.
CHIEF BUILDING OFFICIAL
FREMONT. CALIFORNIA
BOB FOWLER, P.E.. AIA. C.B.O.
OIRECTOR OF BUILDING INSPECTION
ABILENE,IEXAS
JAN P. GASTEBLAIIO. C,A.O.
EUILDING COOE OFFICEB
ST. PAUL. MINNESOTA
PHILLIP M. HEFAIl{GTOII, C-4.O.
DIRECTOR. DEPAATI\1ENI OF
BUILOING AND SAFEIY
RENO. NEVADA
DOUGLAS E. HOOO. C.B.O.
AUILOING OFFICIAL
COLORADO RIVER INOIAN TBIAES
PAFKER, ARIZONA
GONDONW. iTURDOCH. P.E.
BUILOING OFFICIAL
DANA POINT, CALIFOFNIA
l cHAEt J. r{OLrE. C.B-O.
BUILOING OFFICIAL
CRESWELL. OFEGON
RO PERKEFEWICZ. C.B.O.
oIRECTOFI OF COMMUNITY
OEVELOPM€NT
COUNIY OF KITSAP
PORT ORCHARO. WASHINGTON
JAMES R. Stt{GLEtON, C.g.O.
BUlLDll'tc SAFEIY ADr\,llNlSTRAtOR
TUCSON. ARIZONA
THOtiTAS R, THOUPSON. C.B.O.
BUILDING OFFICIAL
EROOMFIELD, COLORAOO
NOBERT O. WEBER. P.E.. C.B.O.
DIRECTOR, OEPARTfuIENT OF BUILOING
COUNIY OF CLARK
LAS VEGAS NEVAOA
ALLENO.ZEPPEF. C.A.O.
BUILOING OFFICIAL
STILLWATER. MINNESOTA
5360 SOUTH WOITKMAN MILL ROAD WHI I ]IER, CALIFORNIN 9O60I (21l) 699-054 i
APril 5, 1990 oFFrcEsoF
PRESIOENT
. r."',11i"'! "',"'JHl;i; *,
ooflALD n. watsot{. P.E,
Plan Ched< No. 3690
Prrcject: Addition to Vail t:ansportation
Center
Address: Vail Colorado
cary mrrrain
chief Brililirg official
Town of Vail
75 So\rth ftontage Roadvail, colorado 81657
Dear l'1r. ld.r:n:ain:
Ihe follcnirq prelinLi:rary ccnnrents are tie result of otrr reetirgs
durirq the reek of April 2, I99o.
}rcNSTFI'EIURAL CIIIIEIIIS:
L. korrisions of Section 702 (a) with regard to Q'pes of
consbrrcEion arrl use of nbaser stn:cture should be considered
for the proposed project.
2. A definition of finistred grade arourd the stt:ucbr.re to
establistr tfie nr:nrber of stories ard the buildlrg hei-$rt is
required. Section 420.
3. Variable tread lerqths due to v:aryirg width ard currature of
stai::vrays are not pennitted by section 3306 (c).
Maximnn travel distance to enclosed exit stainrays shoul-d not
exceed 2O0 feet. Section 3303 (d).
The nonstrusEural ard structural revierss are i-n progress ard will
be forvarded qrn ccnpletion.
Please r1o not hesitate to contact us if you lrave any questions.
, P.E.
chief stnrctural Brgfuteer,
Plan Revieri Serwices
Re8ional Offices: 6738N.W.TowerDrive. Kansas City, Missouri 64t5t
21 l2- I t 2th Avenue, N.E..suite8-100 . Bellevue. Washinglon 98004
9100 lollyville Road. Suite 100 . Ausrin, Texas 78759-7455
4.
FAX r{UMEEnS
Order Oepa.ltn€nl
ICBO ES
(213) 692.3853
t2r3) 692.3.25
1213)695-469.r
(213)699.803t
. (0 t6) 74 t-224r
. (206) 45 t -954 r. (5 | 2) t9.r-8700
Cordi-a1ly,
FA:arg
International Conference of Bu ild ing Off icials
5360 SOUTH WORKMAN MILL ROAD WHITTIER, CALIFORNIA 9060'I (213) 699-0541
April 5, 1990EOARD OF OIRECTOFS
CHAIRMAN
gRENTSI{YDEF, C.B.O.
BUILDING OFFICIAL
PACIFICA, CALIFORNIA
FIRST VICE-CHAIRMAN
EUGENE J.ZELLER, P,E., C,B.O,
SUPEBINTENDENT OF BUILOING
ANDSAFETY
LONG BEACH, CALIFORNIA
SECOND VICE-CHAIRMAN
JAI|ES L. A SON, C.B.O.
OIRECTOR, DEPARTMENT OF
BUILDING AND SAFETY
COUNTYOF SPOKANE
SPOKANE. WASHINGTON
IMMEDIATE PAST CHAIRMAN
WLUAM E. SCHLECHT, C.B.O.
AUILDING OFFICIAL
COUNTYOFWASHINGTON
HILLSBORO, OREGON
FOBERT J. EPPSTEIT{, C,S,O.
CHIEF BUILDING OFFIC AL
FREMONT, CALIFORNIA
BOB FOWLER, P.E., AIA. C.B.O.
DIRECTOR OF BUILDING INSPECTION
ABILENE, TEXAS
JAN P.GASTERLAND, C.A.O.
BUILOING COOE OFFICER
ST. PAUL, MINNESOTA
PHILLIP TI. HERFII{G'ON, C,B.O.
DIRECTOR. DEPABTMENT OF
BUILDING AND SAFETY
RENO. NEVAOA
OOUGLAS E. HOOD, C.B.O.
BUlLDING OFFICIAL
COLORADO RIVER INDIAN TFIBES
PARKEB, ARIZONA
GOFOOXW. MURDOCH, P.E.
BUILOING OFFICIAL
DANAPOINT, CALIFORNIA
MICHAEL J. I{OLTE, C.B.O.
BUILOING OFFICIAL
CRESWELL, OFEGON
RON PERKEREWICZ, C.B.O.
DIRECTOR OF COMMUNITY
DEVELOPMENT
COUNTY OF KITSAP
PORT ORCHARD, WASHINGTON
JAMES R. SINGLETO}{, C.A.O.
EUILOING SAFEfi ADMINISTRATOR
TUCSON. ARIZONA
THOMAS R, THOMPSON, C.B.O.
BUILDING OFFICIAL
BFOOMFIELO. COLORADO
NOAERTO. WEBER. P.E.. C.B.O.
DIRECTOR. DEPAFTMENT OF BUILDING
COUNTY OF CLARK
LAS VEGAS. NEVAOA
ALLEN O. ZEPPEF, C,B,O.
BUILDING OFFICIAL
STILLWATER. MINNESOTA
\-\-sC PIan Cbed< tdo. 3690
Hoject: A&ition to Vail
Center
Addr€ss: VaiI oolorado
OFFICES OF
PRESIDENT
JAMES E, BIHR, P.E.
EXECUTIVE VIC€,PRESIDENT
DONALD F. WATSON. P.E.
Transportation
\ -_-'--_\\\\\\
FAX NU AEBS
OrderDepadment (213)692'3853
cary M:r: ain
chief tuildirg official
Town of Vail
75 Scuttr nurtaqe Road
VaiI, colorado 81657
Dear l.lr. l,trnrain:
the follcnirg preliminary cclmEnts are the result of our ueetirgs
dnrfuq tle ueeJr of April 2, I99o.
lutsrlrTumL otENIS:
1". H:orrisions of Section 7OZ (a) u'ith regard to tlpes of
construction ard use of rlbasex stnrcture sh<rrld be considered
for the pncpeed project.
2. A definition of finistpd g:ade aurd tlp stn:ctu::e to
establistr tlre runber of stories ard tlre txrildiry height is
required. Section 420.
3. Variable tread lerqttls dtre to varyirg width ard cunrature of
stai:*ays a:e not pemitted tryz Section 3306 (c).
4. laaxirm.un b:ave1 distane to encleed e><it stai:*ralp sttcr.fld rnt
e)<eed 200 feet. Section 3303 (d) .
ltre rpnstnrctual ard stnrctural rwiqrs are in prcgress ard will
be for:rparded r4nn ccnpleticn.
Please do not hesitate to contact us if ycu have any questions.
brdially,
Chief Stnrctrl::al. Bgfureer,
Plan blier.r Serrices
Regionaf Offices: 6738 N.W. Tower Drive . KansasCity, Missouri 64151 . (8161741-2241
2122-1 'l 2th Av€nue, N. E., Suite B-300 . Bellevue, Wash ington 98004 . (206) 451-9541
9300lollwille Road, Suite 200 . Austin, Texas 78759-7455 . (5121794-87oo
rcBo Es
Adminrslral on
\213) 492-3425
(213|695-4694
(213)699-8031
FA:ang
TtCTURt
TRANSMITTAT
l
ro: Vail Brildinq Department JobNo: 22289
75 South Ftontaqe Road rourirr", VaiI Transportatlon oenter
Vail, OO 81 657 oor", 19 Fbbruarv 1990
Ann: Gary Murraln Submiltol No:
d Amched
D Shop Drowings
D Somples
U UnderSeporole Cwer
0 Reproducfions
! Chonge Order
D Specificotions
I Originols
E Moil
fl Toxi
Messenger
Telecopier
tr
tr
l4enp f ron Anderson &
I No Excepiion Token
0 Revise ond resubmil
0 Moke Corrections Noied
D Resubmitlol Nol Required
tr Reieded
! Submit Specified ltem
E ForApprwol
)Ql For Your Use
E For Review ond Comment
n"n'o,r, Attached is a copy of ttre menrcrandum frqn Anderson & I{astj.ngrs regarding
the telephone conversation betr^reen Ron Stevens and Floyd Apodaca
dj-scussing design loads at the transit decl<.
-\-
MICHAEI, BARSER ARCHITECTURE PROFESSIONAI CORPORATION
1290 SROADWAY SU|TE 600 DENVER COLORADO 80203-5606 TELEPHONE 303 837 0555 FACSTM .E 303 837 0600
International Conference of Building Officials
BOARO OF DIBECTORS
CHAIBMAN
BRENT S YOER, C.A.O.
BUILOING OFFICIAL
PACIFICA, CALIFORNIA
FIRST VICE.CHAIRMAN
EUGEHE J.ZELLER, P.8., C.B.O.
SUPERINlENDENT OF BUILDING
ANDS.AFETY
LONG B€ACH. CALIFORNIA
S€CONDVICE-CHAIRMAN
JArES L. lrAMtON, C.a.O.
DIRECTOR. DEPARTMENT OF
BUILDING ANO SAFEW
COUNTYOF SPOKANE
SPOKANE. WASHINGTON
IMMEDIATE PAST CHAIRMAN
ut-Ltalt E. scHLECHT, c.a.o.
BUILDING OFFICIAL
COUNTY OFWASHINGTON
HILLSBOBO. OREGON
ROBEHT J. EPPS'EI'{. C.B.O.
CHIEF BUILOING OFFICIAL
FREMONT, CALIFORNIA
SOB FOWLER, P.8., AIA, C.A.O.
DIFECTOR OF BUILOING INSPECTION
ABILENE. TEXAS
JA P. GASTEFLAI{D. C.B.O.
BUILDING @DE OFFICER
ST. PAUL. MINNESOTA
PHILLIP T. HERRIl{GTON, C.B.O.
DIRECTOF, OEPAFTMENT OF
BUILOING ANDSAFEIY
RENO,NEVAOA
t ouGLAs E. HOOD, C.B.O.
BUILOING OFFICIAL
COLORADO RIVER INOIAN TFIBES
PARKEF. ARIZONA
GORDOiI W. UURI'OCH, P.E.
AUILDING OFFICIAL
OANA POINT, CALIFORNIA
ilcHAEL J. 1{OLTE. C.8.O.
AUILOING OFFICIAL
CRESWELL. OREGON
RON PERKER€WICZ. C.B.O.
DIFECTOR OFCOMMUNITY
DEVELOPMENT
COUNTYOF KITSAP
PORT ORCHARD, WASHINGTON
JAIIES R. SIiIGLETON, C.B,O.
SUILDING SAFETY AOMINISTRATOR
TUCSON.ARIZONA
THOTAS F. THOiTPSOT{, C-8.O.
EUILDING OFFICIAL
SROOMFIELD. COLOBADO
R08€eTO. WEAER. P.E., C.A.O.
OIRECTOR. DEPAFTMENT OF BUILDING
COUNTY OF CLAFK
LASVEGAS. NEVADA
ALLEN O. ZEPPER. C,B,O.
BUILOING OFFICIAL
STILLWATER. MINNESOTA
5360 SOUTH WORKMAN MILL ROAD WHITTIER, CALIFORNIA 90601
April 3, 199O
Regional Offices: 6738 N.W. Tower Drive .
2122-1 l2th Avenue- N.E.. Suite 8-300 .
9300 Jollyville Road, Suite 2o0
(213\ 699-0541
OFFICES OF
PFESIOENT
JAf{ES E, AHR. P.E.
EXECUTIVE VICE.PRESIOENT
DOt{ALD R. WAlSOll. P.E.
Dransportation
Kansas City, Missouri6415l . (B16)74'l-2241
Bellevue, Washington 98004 . (206) 451 -9541
. Austin, Texas 78759-7455 . (512) 794-87OO
Plan Cbed( ldo. 3690
Pr:oject: Aditim to Vail
Oert€r
Addr€ss: vail oolorado
Gaa':f l,lmiain
chief Britdirg official
ltcryn of Vail
75 Scuth FhntaEe bad
Vail, Glorado 81657
Dear lift. Mlr:ain:
Ihis is to acJcrowl@e rceiprt. of ttp sets eadt of plans ard
specificatiors (Volrrc l- ard 2) for the abcnre npntimed project
or April 2, L9gO. strusbnl calcrrlatims sttculd be sutrnitted for
revienr.
It is qrr uOerstadiry the plans al€ to be reviesrcd for
opliare witb tbe rsrstnrtural ard stnrcfi.ual porri.sions of
the 1988 ltrriform Brildirq Oode.
Please do rrctt lpsitat€ to oqrtact r:s if yo.r have any questions.
oordially,
Chief Stnrc;bral- Blgirer,
PIan brienr Sertries
EA:a[g
FAX UIBERS
Order Depanment
rcBo Es
AdminrslratDn
(213J692.3853
(213)692-3425
(213)695-4694
{213)699.803r
Floyd Apodaca,'P.E.
,\,,,,tl ,, rr*rr rrc'/Jr"r'rrl'ono'-
5 tlarctt 1990
Mr. Sten Eerrynran
TortrTt d Vsil
Depamprt of Pubfic Wort<s/transportatkrn
75 Souh Frcilage Road
Vafl, Colorado g16sz
Vall Transportatlon Center Erpanslon
Project Number 22289
Dear Mr. B€rryrnan:
l*"SFph 1.3,2 cf the Addsndum to the Owner Architect Agreement requireslhd the Architect not d6/iats frorn applicable codes, regulatlorq lals or
ordinances s/ithou written auho&diAir fiorn the Orner. rc lrevtoustyF*o:d.,.* are proceeding according to your lnstructio{B on rnc toUoUng
items which are in violdirn ot curent codes-and regutdions.
1. Ths noor drainage sy$em at the odsllng parldng 8tructure will not
be modm€d to me€t ctrt€nt coctr. The exHingf syst€m coflngcB
ctrainage d a[ parking l€t els to a sand, dl ard gaa trap, then to thc
lom sy$em, rather than oonn€cting level 4 to storm system end
levels 1 through 3 to sanftary se\^/er i$ b reguired by cunent code.
Drainage d tr|E ner r patldng addftion wi|l be in tull complianc€ wlth
codc.
Z The lo€tion cf e(lstlng thermal detsctors at the lorel Z fro
protoclion system will no b€ modlfrsd to flloet current code
r€quirements. Thermal d€tectors added to lo/ds 1 and 3 d the
oxisting $ruc{ur€ and at the €ntire n31rv parkrng addition will be in
tull compliance whh code requirsmeils tor locatlon and spacing.
3. The emergency genoraor, fuel tank, and transiloimer wlll corilinue
lo be localed within the C.D.O.H. riglrtot-wry, nC[ afl Toilrn of Vall
Froperty as ts requir€d by Higfxvry Dspartment rcgulatiorrc.
4. The o<isting guardrall d the L4 to l..3 effy ramp wlll not be
replaced as pan cf the construction contract Rdt€r the guadrall
RE:
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,5i.TTE
DEPART}TENT OF HIGTIIATS
Y:,lncenance Sectloa 02
G:and Junctlon, C0 81502
INSPECTION RELEASE FOR UTILITIES DATE
llilllcy Courpany 1nsta111ng or responslble for chls Lnstallatlon s111 return thls
' release to Scace Departuen! of lllghways, Bor 2107, Grand Junctlon, co g1502, only
r.'ien Projecc'ls coupleted.and thls release ls stgned by proper area Senlor Highvay
YslnlenanceDan or hls deslgnated represencatlve. I; ,5en1orH1ghwayHaintenanceEanorRepresencat1veofra@
TelephoneN-
have lnspec ced
tie Uclllry and
good condltlon.
ccaplea ced.
che Lnscallaclon area for
Underground Peraic No:
(Contact MIKE DELONGPH.t 845-7347
Che Slate DepartEenC of Hlghnays concernlng'7102 . I flnd the area co be in
TOWN OF VAIL
Ucli.ity Coopany
Please have slgned and returned wlihln J[ da:rts.afcer projec:1-
AuLhorlzed Personnel
COLORADO DEPARTMENT
UTILITY PERMIT
OF HIGHWAYS
Slandard Provrs ons
PERMITTEE
Name DATE ISSIJED MAY T4.1990
PERMIT NO.
S.H NO. I-70 FM.PMAIN VAIL
DISTRICT
NOTICE TO PERMITTEE: You must notity owners or operators ol underground utility tacilitigs at least lwo (2) business days prior to makingorbeginning excavalions
in the vicinity ol such lacilities, as required under Section 9-1.5-103, Colorado Revised Statut6s. CALL UTILITY NOTIFICATION CENTER OF COLORADO (UNCC),
.I.8OO-922-1987. OR 534.6700 IN METRO DENVER. FOR MARKING OF MEMBER UTILITIES, CONTACT NON.MEMBER UTITITIES DIBECTLY.
ACTIVITY DESCRIPTION: (lurnlshed by permlltee)
PURPOSE lnstallation tr Adiustme nt/Relocat ion tr Removal O Mainlenance oi existing facility
FACILITY (Type,ze, class of , oesl or potentiaLetc. )
NATURE OF
tr Buried'
LOCATION
INSTALLATION f, LonSirudinal (Parallel)E Transverse(Crossing)
City/Town
Milepoint(s) oI
nrtrTrr.tt\tA I DEtr oLc---4-iiW
'For underground location information, contact:
PLANS: Attach plans or work sketch ('EXHIBIT A") showing location, character, dimensions, and details ot the work to be done.
4 sets minimum required. Compliance with the plans or sketch, as approved by the Department, shall be a condition ol this permit.
SPECIAL PROVISIONS (completed by Deparlment)The Special Proyisions are lerm3 and conditions ot lhis permil.
Any wofk shall only be in accordance wilh lhe approved plans, Standard Provisions, and Special Provisions as set lorth in thrs permit.
rhe cDoH insoecror ts MIKE DELONG, CONTACT 24 HOURS PRIOR TO PROJECT reteprrons 845-7347
Work to be completed on or before: .TIINE I 4 r 1gq0
Work time restrictions: NAY I,TGI{T I{OIIRS ONT,Y, NO WEEK.EI\trNS OR HOLTNAYS
Designated minimum cover is . Designated minimum overhead clearance is
Pavement cuts permitted only as follows:
Replace pavement to the lollowing specilications:
Flequired location aids (buried facilities):
orxen: CI{ECK MARKEn SPFCIAI PROVTSIONS
ON ATTACHETI SI{FET:
TI{TS PERMTT TS I'OR THE TNSTAT,T.ATTON OT' I'ENCE AND TYPE FOUR BARRIER ONLY. ANY OTHER.
woRK oN HWY. RrGH-A-WAY WrLL REqUTRE ApprTrONAL PERMTTS.
Permitlee is prohibited from commencing any work within highway ROW prior to issuance of a lully endorsed and validated permit.
Permit, plan exhibit, insurance certiticate (s)', and tralfic control plan' must be available on site during work. ('See Sld. Provisions)
Your request to use andlor occupy stale highway system right ol way as described above is granted subjecl to lhe terms and conditions ol this permit, including the
Standard and Special Provisions, as shown on the FRONT and BACK hereof. lT lS Ui.IDERSTOOD that the Permittee will accoanplish the work al no expense to the
Department and will own and majntain the facilities permitted.
Pe.mttlee hereby assumes. releases and agrees to indelnnity, defend. protect and save the Stale ol Colorado harmless from and againsl any loss of andlor damage to lhe
property ol the State ol Colorado, third parties or the Permiltee's tacilities, and all loss andlor damage on account of injury to or deaih ol any persons whomsoever,
arising at any lime, caused by or growing out of the occupation of Colorado State Highway rights of way by Permittee s lacilities or any part thereol, rncluding but nol
limited to installation. ad,uslment. relocatron, mainlenance or operation, or removal ol exisling facilities. unless such loss and/or damage arises from the sole
negligence or wilful conduct ot the State of Colorado or rls employees or agenls.
Faiture by Permillee to comply wrth any ol lhe included terrns or condilions may subjeci this permit to suspension or cancellataon, at the discrelion ol the Department ol
H lg hways.
TH IS PERMIT IS NOT VALID UNTIL FULLY ENDORSED BY ALL PAFTIES. WITH DATE OF ISSUE AFFIXED BY AN AUIHORIZED REPRESENTATIVE OF THE
DEPARTMENT. A FULLY EXECUTED COPY OF THIS PERMTT MUST AE ON FILE AT THE HIGHWAY DISTRICT OFFICE,
In acceptrng this permil the undersigned, representing the Permittee. verilies that he or she has the authority to srgn tor and bind lhe Permittee, and thal he or she has
read understands and accepts ali of the included condrtaons.
I "/, /qoF/y---tcs-o".--- | s/,y'ro
Signature
Y r*(,|^"e-
PCL A-crftznot),
''"t Tuu -- "''< 1!cr-
pin., eooT " PL" / fr,*-,/-
DIVISION OF HIGHWAYS. STATE OF COLORADO
Chief Eng ineer
checked by keller, hill & delong BY R.P. MosToN ft te--d- Al I 5-
CDOH Form #333
aag
Pr.vlou3 rdlllona mry beurad unlll ruppllar rrr lrhrurlad
P.ilU'il T
ltr GIiHAY
PEru{tT I SSUEII TO:TOWN OF VAIL
l,tlli l;1) l,ir,tt' ,;t I'(r (,r It{,/(;, e nd Jr,,r.;ll()rr. ()rrlorltlu UtS02-210t
prr,'2ttg-7 560
,10. : ln)_:-"_ -___
110, r-70 sourn FRoNTAGE
uTIt.nY I'illlilTS
l.ll t-t l,0S'l____ m1g141l _pAsr
pATn0L lt0. te
st,EClAL l)n0v|5t0lls
Tlme allorretJ ro Days
llo (asplial t)(corro.cte )to be crrt.
b til., (asplralt) (Concr.cte)to assur.r! str.alglri: etlge f0r. patclrlrrg.llo b,r'e lrlt a I lored r,rl tl.'lrt i.]; "; i;;-roarlrrei,-Jra,,.,,,,u1,1 or. cur.t I lrre, excel,t as o.pt-ovltled lr-t' tlrc llanual orr llnir,r;,,, i;:;f f lc r)r.rirLl."t it;;icns arr,t Supplenrcrrts.lllrrlrnrrrn rlrpt.lr slral I bc . iiri:iiris '-
illrYlilli:''outtd trtll ltv ciils t,iss"st,al l be Jrusrrerr or. bor.e rt. u'<Jer. rtre roa<lway arrtt
All lraved |oads artd drlver'ra1'5,o'ossetl lrr the irrstillailon shalI be bor.erJ.
Xi I'i:.1?1,T'?l'l:,.::::':'llli^li-iqr ;" i,'r,,i,- ;i'; i ;r,;; erade.All bacllftll ls surrJect to q'ir nnirrio startrar-, corrrgractrorr.
1,,11.,,.:.,11,, ,]arlc, backf I I lert ar,,t |,a i,rt,o,l lrr oirc ,t;;:'-""-'"(',ltl trrlx patr:lt tnav be.place,l ovl;;' ;i;;. t;;";;'"ir'rilratcll, rrpo' conrpret;o. of 5ackf lllllltlrln l4 rJai,s, hoL.rrr lx 1,atch-r,rri st-il,,f,racc c0lrl rrrlx,At'eas ol toarlria;'artd t'l9i't ui i,ii-,rii'tult,u,t rlrrr-irrg gris lrrstollatlorr s5all bet.eslot'r:tl lrr ot'lqlrral contottr antl'.u,'Jlllrlr b1,'rri.,il"g'io ,t r.ai,, top soilerl ,f et'Lll iu orl, tttul-hcrl , att,J t'r:sce clr:tl rritlr a|,lrove,l r,ratci'ial at. speclf icotJ pr-opor.tlons.Atly tlattritrl': lrr tltu lllglrr'rr1' rn.iiiilui-rr'ull.-rre. r.cpair.otl pr. l.r.to corlrrulrq ot.lrer workAtlvarrcItl trat'rtltrg nrt,J'con"str',,iiin'i iigitr,.r.raslru.s, trii:,'ica6es arrg Flaq pcoplc s'allcottforrtr ttlth Ihc Ilanual orr urrlforrrr ti.irriic t;oira;;i i;;;iies n,,,1 suppleruents..[rro ltny t|aIf lc slrall be trtatrrtaiirc,t at atl tlrrrcs'lrr the constr-ucilorr area lrracc0t'rl,rrrcc rrl tlr ilrc llUlCt).llrl 6ttttss to tlrtl ttork arca. slral I lru lrer'mll.Icrl Ir'orrr tlrc rnalrr llnes or.. r.arnl)s of theI nt,rt's t,r t rr lll rllruo1,.llo r:t;tr ll'rrrrrrtt slrnll bu al lor,totl crr Urr: rrrl lrr lilnos of tlrrr r.oarlvny tlrrr. lrtg corrstt.ttctlon.llrl rltatrrl , t'acl:r:(l oi' ililii llrrrttrrI rililr r,rrLt igqcr-s nray vor.k or. rrrovc over. l)rved surfacetrltlroul. Jrads.rr l LllUtl l. ll,l {J S .
lllllr)1.'. clratrgcs or adrl ltlorrs r: arr lre grrlrtr.url lr1, llrrt { lglrl ilsltector tg nree t. f leldl?:'ll:l'j'Jt.l,'l'l]9t chonges rc(|rlre rrr'lt.tcrr air|roval by ilre c.t),().il., [)isrr.tcr ], andlltt.b,. llt plarrs" Inust 6e qrr.or; f 4crl t:,: Uru t) lst.r.lr:t r-rt/r\''rr' 1 t'r)Ll
llackf lll slrall bc Cll::.2 tri.a polrrL f r.orrr ilre f lrrlsh tir.atlelhe last of l-rackf ll I slral I ire of Attc Cl;rsc t;. rrrrt nr' ilntr flr.r,t-,,,c ro)r. ur t)ilcKt t ll sltall t)e ol- AIJC Class 6, artrlln 2- I lf ts trr- arr nppr.oved er;uivalerrt.''l he last 'Z,l " ol. bac'ktll I nt'lliglrrra5, cr.ossltrrt sholl be 12,, of AllC Class 6. ll,, of
Y??i:.:: Ll',1::1."1:l :.:k:;llllEairy i,er. crr. vii, ) ,rrrtt 4i or ilril' rir.atre r plaicrl trr Zllf ts.trr ari apitrrive d o,1,,ruii;;1.' 1 ' '\" ., t'''(r '' vr rr.'I 'Io(ri: L l'rdLuu rrr (
coot'df ttate trot'k wlth
-,u]IL_DilqNq-_-.-_
aL l'lrorre llurrrber. 'g45-7347 arrrlat l)ltotte llurrrbel-- --__. llotlt,y thc ciffilnit*s-.lo Louii.-mT;;e-Ttd 'tl ',ij-i;il:'k-. ------
All utll ltlcs locatad at lrrlcts ot' outlets ol' al I rnaJor. or. rrrlrror. str.uctrrres arrrJt'oadrray draltlatte dltchel,ot],1. irr'.i gatlorr rJitches sttiii-l,o n,,.osetl or- placetl at adr-'pth of 4tl" bilou the f lrrrsrrctr uiiJ" or Lrre gr..und sur.Iace.lllrrlrrrrrnr ovcrlrcarl cleararrce shal I be f aet,,,rrrrrrurr uv(rludc ctedra ce Sltall be faet,l!! poles arttl ancltors slral I be placeillil-tr'iu-i; of lre r-lglt of rray I lrre.Al I abovc tlt'ound st.rttcttrt'es sha I I be placed rrlthiu s'-of llre riglrL of vay I l1c.All exca'.'aIlo"s o' turrrrcls ai-e t.r r'eet re r.e r lu I r.e nrc a t s oi 0sllA
of' lltll, Grarle arrtl placed
llo opcrr plts or cttts are al lovrrrl r'ri tlrln i!t)' ui a,,y ii:ou,,red lane ot irlqlrt, rreekerrdsor llol idays, trrtless protcctcd tr1' l1'1le 4 barriers,'as i,:,1t,iretl by ttre Itti tctlllut'led lrrstallatlorr slrall be Ili,:eit'rritlrirr io.i riuu, ilrc r.ight of rray llrre.All ettcasettrunts lrr ct-osslrrg of lllqhvnl,s siiaii-6e'i-,uiuiu'r,,, of 4' below tl ltch sur.focattd encoserncrrt shal I bc .f ''il' t'i9lrI of r.ray I irrrr to rrgrrt or. r.r,ry l rrre.Local lott ettIot'cctnettt sho.l I be'rrotiricrt'a",1'ii,r-rit.'"i const.r.ucilorr uor.k.An ltrsllectot' ttttts t lle.orr. rite.rltrrirrg irrstallirtion arrtl all cost f or. tlris provisiorrg.f tlln lrr:;;rcctor.slrall bc r.clnlrrrr.sitl b1,Ilre Ilarl:lrrg Plarr slrall be. a;,;rlo,,,rrl tr-r' i;-.ir.it.ii. -=li,iii.rcr siiins sii,iii-i;c-insiat led andtttaltrtalrrctl to provltle u rt o b s t i' tr c t r: <l I-i rrrr of 5lrllrt. lretveerr llrr-iler- Slgrrs.All rror'll arrrl rrratcr-lal9 to rrrcc t or. r-.xccctl (.oloiinrlo 0cpor:trrrerrt of lllglrrrays St,rrrdardSpec I f I r:o t I rlrrs l'or. lload arrrl llr. I tlrle 0orrs tr.rrr: t I orr.All procetlurcs arrrl rror-i: lulr,l ccL io lllr;hva1, a1r1rr.ovirl.A corrrPlr:tc c0l)),of tlrls ller-mlt slr;rll i,,r t'ir ti,,. ,1,,1, SItc vl r Coritr.,rclor..fro lrorr: striltl lre Iet.nlltterl at rrlgltt or orr li atur,rf;r1,s, Srrrrrlal,s, nr. llollrlays rrltltoutprlor autlror.l zatIorr,
luwn
75 south trontage road
vail, colorado 81657
(303) 479-2138
(303) 479-2139
Septenber 7, 1990
office of communlty development
Mr. Scott crubley
PCL, Construction
2000 South Colorado BIvd.
Denver, Colorado 80222
Dear Scott,
This letter is in regard to ttre Vail Transportation center finaL
plan review. As you are a\dare, there were two sets of stamped
plans subrnitted to the Town of Vail Building oepartnent for plan
review. Both sets were sent to Whittier, california to the
fnternational Conference of Building Officials (ICBO) Headquarters
on April 3, 1990.
on April 24, 1990, I received a hand written faxed response from
our fcBo representative, Mr. Floyd Apodaca that included twenty-
one nonstructural comments and eighteen structural conments. on
April 25, 1990, I received a faxed tlped comment sheet that
confirrned the previous hand written fax received on lpril 24, L99o-
To my knowledge all iterns have been corrected on the plan review
comment sheet from fcBo dated April 24, 1990 except for the
stairway configuratlon. on August 24tn-, f received the drawing
indicating the existing stair configuation overlayed on the
proposed stair configuation. I have agreed to use Section 104 of
the Unifonn Building Code, which allows for the acceptance of the
proposed design as the non-confornance of the existing stairs is
decreased by the proposed stair configruation.
Out of the original two sets of plans that nere submitted to IcBo,
ICBO retained one set of the starnped plans and the other set is
retained in the Town of Vail Building Department. In regard to
the field copy of approved plans, I have requested froru Michael
Barber archi€ects, an additional set of stamped plans that will be
cross checked with the Eet in our office and issued to PCL as a job
set of plans.
Please keep in nind that these approved plans do not contain a set
of the fire alarn or SprJ-nkler systems. These plans are still not
approved at this tine. Please refer to the vail Fire Departnentrs
comments on tbe status of those systems.
rf you have a need to review our set of approved plansr -please feel
free to contact me at ny office at (303) 479-2L38. I will be happy
to go over our set with you. If you have any further questions
regirding the approved set of plans, please do not hesitate to
contact me.
Gary
Chief
Town
Building officialof Vail
fclRon Philllps
Larry Eskwith
Stan BerrymanXristan Prltz
URS: G. voos Wood
MBA: Ward Vault 22289
^1ffi' lnternational q"tfqtt"t- 9f Btilffi
}-d ''-------Eistll - ::.:::::::::; wHrlrrrn, c^tlroR\t^ eo60l ' ' (2t3' 6!
BllF/ 3360 souTH woRr(MAN Mltt RoAD
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1/.1i//
li/ TELEcopIER covER LETTERt//
,Y./,
DArE'-lt lJ3 3' qC rrrrE:-
FHOI1:
TOTAL NUI'IBEF 0F PAGES SENT INCLUDING TNIS SHEET;
(oOPERATOR:
TELECOPIEB:
(
SE ARE TBANSI'IITTING fRO}l A
ll l33-T,"Be'Blgiil'ill
ABOVE.
BrcoH rtx7oE
PAGES. PI,EASE
i'o sPilx rrru
}IACHINE.
CALL (213) 699-0541
iiii-opsneTon t{A!'':ED
*f, li?iffir,Sf :,},i*#'31i::t'i:l:l;''l','*[[i:t[li#i
s?lEt';g t{:- ld ruuz
C
lnternational Conference of Building Officials
rolRo 0F olREctois
OHAIRMAN
sgg117 5xypse, C.B.O.
BUILO!NG OFFI9IAL
pACrEtgA, CALtFORiIiA
FIRg? V C€.CHAtFMAN
EUCEN6 J. ZELLEN, P.E.C,B'O
3UPERiHTENDENT OF gUILDING
AND SAFETY
LON6 SEACH. CAL FOENIA
SEcoNO vEE.CHAIRMAN
JA|',EELUAtaooN,ct.o
OtFEClCq, 9EPAsIMEN? OF
gUILDING A,.ID SAFETY
COVHTY 6F IPO|4ANE
SPOFANE. WA9I.{INGTON
rl,rlMEoraTE PASi Cr'i Al C[4AN
wr|-ltafl g. Ecll|.ccxt, c.t o
BUtL0tHo oFEtclal
COUNl'v OFWASH i{GTOlt
h.LLSBOFo 0FFGOi{
f,osEHl J, CpparEfi, c.g-o
cHIEF CUr!OlN0 oFFlclaL
ETEVON' CAL1FOFN'A
ro8 FOWLEF, P.E.' Ala. c.B.o
crFECTirR JG EJtLD \G 'ugaE:irCll
ABI!E!.tE, TEXAS
JAX P cAgTERl-Atro, c.a o.
BU'L01{6 CODE OFFTCgP
Sr 2a iL. A]I\NESCTA
FIIILLIP S HEFFINGTON. d.E O
DtHEi?OP T EPAF?MENr CF
AUtL0 \i /i|l0 SAFE:'q!NC \E,'.10t
00uGlrg E, H000 c.8.o.
aur.0tN3 QEFTciAL
col oq43? :rvEF rN0rrN rq'5rF-5
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ROfl PETXEREWICZ c,B.o.
UBectoo OF COUMUNIIv
0EveLOFilENT
cOL.JNYV QF K.TSAP
POFT QRCi.iARD WA$HIIIGTO'i
Jl[fES R. STNOLE?O'{- c B o
gUILOINC SAFE]Y ADMINIS-T
IUCS.N, AFI ZONA
'l{ox 3 R, ftO p30fl, c.B c
BU IOING OFFICIAL
gcooMFr€10 coLoqaDo
toEEnr o WEBEF, p.E.. c.B.o.
OTFECT?R OEF ARiMENI OF gUILDINC
COUNTY OF CLARX
-4s ve6AS r'lEVAoa
ALLET{ O,
'EFFEP,
C.B.O.
81./t!0lHG oFFICIAL
STrLLrlA?gB, MINNESO'rl
5360 5OUTH WORKMAN MILL ROAD . WHITTIER, CALIFORNIA 90501
April 25, 1990
Plan Check No. 3690
Project: Addition to Vail
TransPortation Center
Address; Vail, Colorado
Twe of Constructiofl: W-N
O'ctupuo"y Classifi cations : B'f iB-}t A'3
No. of Stories: I Story over 3 Level
Basement
Floor Area; 1L2,000 sq. ft' added
Occupant Load: 180 in Rrrt 322
Valuation: $J 500.000'00 (suggested)
Seismic Zone
Basie Wind S 30 mPh
1988 Uniform "ting Ctrde
Gary Murrain
Chief Building Official
Town of Vail
75 South Frontage Road
Vail, Colorado E1657
Dear Mr, Mumain:
Data fOr the above project have been revjeu'ed for conformance with
the Uniform Building Code. Thr;" have not been reviewed for
compliance with reqiirements of federal, state or other regulatory
agencles.
NONS'IEUEruBAL- ..
1. Occrrpancy sePa- art
and other uses' s, -tiorr
42.3.
rd between the parklti 'teas
I and sheets A2.l rl '-'.'-h
j Basement areas are r€gllred to be sprinklered in accordance
with Section 3802 (b) 1.
'rvith
. (213) 699454r
oFFrceS 0F
FIESIOENT
JAIT'Eg E 6IHB. P,I
ET€CUT]VE VICE.PRES'OEl{T
oo?{atD n, WAi9OM. F.e
ie?E-E69 llfl/tfu NUld SE:EE B
fax rJurBEns
t}{€r ORPmnsnl
Plin FovierY
lcgo Es
{213}6c: 3853
1f13)69e.3,1?5
t213)6t!.469d
i2r3)699.8t3t
Regionrf officer: 6738N.w. 1swg1 prive. Kensas ciq/, iv!i55aur1 fi415f i816) 741-2241
it2Z-tt2th,twnue,N.E.,Sui€B'l0c'Bellevue.\t/alhinglon9800d'{206)451-9541
9300lollwl{le Road, Suite 2o0 ' Austin, Tex33 78;59-7455 ' (31 l) 794'8700
Parking garages reguire mechanical ventilation
Section 705, thtd paragraPh.
e'd
Mr. Gary Murrain
April 25, 1990
Page 2
4. Parking spaces should not ob$truct the,re-quired paths, see
sheets-rV.l through A2,3 and Section 3301 (c).
5. Duct openings extending "vertically'' through floors.should be
providdd with shaft enciosures and protected openings in--
-
lccordance with Section 1706 (a) and (b), and Sectior 4306 (i).
6. Stairs 5, 6 and 7 are required to be enclosed. Section 3309 (a)'
7, Abandoned stair 3 should not remain accessible to the public.
B, Door openings adjacent to corridor 203, shown on sheet A2.2,
should comply with Section 3305 (h) 1.
g. The use of tenant space 322, shown on sheet A2.3, should be
shown on the plans. Based on an occupant load factor of 15,
the 2700 squarb foot space would be considered a Group A.
Division 3 Occupancy if assembly uses are proposed,
10, TJvo exits which are required from space 322 should be
separated by one half the diagonal dimension until they reach
the public way. Section 3303 (c)'
11, Ma,rjmum travel distance to enclosed exit stainvays sltould not
exceed 200 feet. Section 3303 (d).
ft, Variable tread lengths due to varying width and cuilature of
stainvays will disrupt the rhythm and movement of occupauts
att€mpiing to use ihe stairways and should not be permitted in
accordance with Section 3306 (c).
13. Acceseible areas for buses, shown on sheet A2.4, should be
clearly indicated and limited to the w€$terly portion of the
deck.
14. The proposed information ceflter on levei 4, see sheet A5'3,
co seFE-e6s Hll4lu !{Uld 9Et6a 46,
Mr, Gary Murrain
April 25, 1990
Page 3
15.
16.
should be of Type I construction or the prwisions of Section
702 (a) should be applied see Section 1701' fourtb paragraph.
If Section 102 (a) is to be applied the use of tenant space_322
is in cortflict wiih item 3 with respect to allowable uses in the
basement.
Finished gfade levels atound the structure should b_e provided
to establiih the number of stories and the height of the
buildirg, see Section 420 and sheets A4.1 and A4.?' also
c21A4.3.
"Roof' enctosutes shown on sheet A4.2 should comply with
Section 3601 (d).
A fire-retardant roof in accordance with Table No. 3?A is
required for the information center'
Toilet room walls require smooth' hard nonabsorbent finishes
in accordance with Section 510 (b)' see sheet A7.2.
Wood is not permitted in a T5pe t building see Section 1801
and D2lA8.1.
Shaft enclosures and occupanry separations are required at
stainvav 12 and service core areas shown on sheet A8.5.
STR-UCIURAL COMMENTS:
11
18.
19.
20.
21,.
1I.A copy of the soil report should be provided for your_records.
Acceptance of the soil report is recommended dependent on
compliance with local ordinances.
A description of the process and a request for its use is
required-for the propbscd pressure g{ryting under the existing
foritings described on sheet 51 at grid B-
1
VCI EZFE-eEB l']fL4:U Nr:jld tE:64 EE. 5E ddH-
Mr. Gary Murrain
April 25, 1990
Page 4
/I
5.
Details of the deck erpansion joints, which qhow the required
fire rating is maintaindd, should be provided, see sheets 52
through 54.
Details of shear ties tefercnced at level 2 on line 36.7 are
required, see sheet 52.
Existing and proposed construction should be clearly indicated
on sheet 55.
Fire-resistive requitements for Type I construction should be
shown on the framing plans on sheet 56. Special inspection is
required for spray-applied fire protection'
Truss plates are required near and a side of detail$ shoprr on
sheet 56.
Precast wall elements, shown on sheet 59, reguire a connection
strength capacity in accordance with Section 26L5 (i) 3 A and
B.
Details of shoring noted on gection 2/S9 should be provided in
accordance with Section 2903 (b).
Details are required for corbels at walls showrt on section 2/S9.
Retaining walls should be desigrred for undrained earth
pressureJ unless a drairrage s)'stem is provided at the building
perimeter.
A constructioll s€quence is required for section 7/510 which
shows an existing ipread fopting being altered by adding to its
size.
Reduced bolt values are required for the 3-inch spacing shown
on section 10/510.
o
10.
11.
r/-,
!d
13.
SZIE-269 l'lflAfd NU-ld LE:64 EE. 5Z UdU ,. i
Mr. Gary Murrain
April 25, 1990
Page 5
L4. Calculations and details are required for prccast double tees
and supporting elements.
15. Details of diaphragm stiffeners noted on calculation sheet A1.5
should be shovrn on the Plans.
16. New beams desigrred on calculation sheet A3'1 should be
ref€rences on the plans.
I7. The use of guidelines by th" Colorado Prestressers Association
is subject to your acceptance.
18. A lateral analysis of the visitor center structure is required.
N{a;, we suggest a valuation of $4,500,000.00 since there rvas none
specified. Please inform us of your decision so that an invoice can be
issued to cover our services.
:a are being held pending receipt of further instructions frour
'rve do not hear from you within 90 days, it will be assumed
:u no longer have a need for the data and they will be
orscarded. Please advise.
Please do not hesitate to contact us if there are any question
Cordiallv. n')@/fl'
Floyd Apodaca, P.E. \-/
Chief Structural Engineer
Plan Review Services
FA:dh
9'd SaFE-259 PlfIAfH tJBld LE:r58 EE. ll UdU
ARCII ITTCTURI
tr ,VIEMORANDUM d rrcono or nIEPHoNE coNvERsATroN
22289iob. No:
5 March 1990
10:00 a.m.
Gary Murrain, Vail Build
Kathryn Harhai
Vail Transportation Center
code Analysis Relative to Visitor Center
It is my understanding from our telephone conversation that you concur with Michael Barber
Architecture's interpretation of the U.B.C. relative to construction type at the Visitor's Center,
This interpretation is that Type I F.R. construction does not need to be maintained above the
surface ol Level 4 at the Visitor's Genter because the separation between Visitor's Center and
garage is an area separation. You concur that use of fire protected steel structure at Level 3,
and exposed wood truss roof structure at Level 4, in a fully sprinklered building, meets code
requirements as you interpret them.
Di3rriburion: S. Berryman/Dept. of Public Works, Vault 22289
MICHAEL SARBER
I29O BROADWAY SUITE 600
A R C H IT E CTU RE PR O T E SSI O NA I,
oENVER CO|-ORADO 80203-5606 TELEPHONE 303 837 0555
CORPORATION
FACSTMI-E 303 837 0600
l'l lCll Att EARBIR ARCililtCTl|Rt
9 October 1990
Mr. Stan Berryman
Town of Vail
Department of Public Works/Trans.
75 South Frontage Road
Vail, CO 81657
RE: Vall Transportation Centet
Fire Protection at Stair No. 't2
Project Number 22289
Dear Stan:
This letter is to inform you of the decision made by the Chief Building Official,
Gary Murrain, pertaining to fire protection of the anic space above the service
core at stair No. 12.
According to the manufacturer, the prefabricated wood trusses can not be
treated with a fire retardant without a loss in structural capacity. Mr. Murrain
will accept tvvo sprinkler heads in the anic space in lieu of the fire treated
lumber. We teel this is a reasonable solution.
Subject to your approval, we will proceed with a Construction Change
Authorization to add these sprinkler heads to the Scope of the Contract per Mr.
Murrain's request.
Thank you.
Sincerely,
MICHAEL BARBER ABCHITECTURE
.-A ^ALld"^V{^^*-
Chris Thomas
CT/kmh
(Vail\fpsprink.ltr)
cc: Vail: G. Murrain
URS: G. Voos
, L. Wood
PCL: J. Brown
MBA: S. Ward
Vavlt 22289
File
MICHAET EARBER ARCHITECTURE PROFESSIONAI. CORPORATIOI\
1290 EROADWAY SUITE 600 DENVER COLORADO 80203-5606 TfTEPHONE 303 837 0555 FACS|MTLE 303 837 0600
^0
. ,,i,''
s"
lown
TO:
FROM:
DATE:
RE:
As you reguested, I have reviewed the blueprints issued byMichael Barberrs office as construction documents for the VaiITransportation Center expansion.
To summarize, the following pages were found to contain eithererrors, inaccuracies or other deficiencies:
A 3.1 THROUGH A 3.4
A 6.2
S3ANDS4
M I-1
M 4-1 AND M 4-2
M 4.4 AND M 4.5
E 2.} TITROUGH E 2.4
E 3.1 AND E 3.2
E 4.r
The errors prinarily reflect inadequate fire sprinkler or firedetection coveralle, changes to the structure, simi]_ar items.
42 west meadow drive
vail, colorado 81657
(3031479.22sO
MEI'[ORANDIIM
GARY MI'RR,AIN, CHIEF BUILDING OFFICIAL
UfCHAEL MCGEE, FIRE MARSIiAL nocToBER 9, 1990 (?
TRC BLUEPRINTS - PI,AN CIIECK
fire department
ff you need more specific inforrnation, please call me.
lnwn
TO:
FROM:
DATE:
RE:
42 west meadow drive
vail, colorado 81657
(3031479.22sO
MEMORANDUM
GARY MURRAIN, CHIEF BUILDING OTFIFTAL
MICHAEL MCGEE, FIRE I.{ARSHAL /4r'ocToBER 4, 1990 L'
FIRE DEPARTMENT FEVIEW OF PI,ANS SENT
FOR VAIIJ TRANSPORTATION CENTER
fire department
BY ARCHITECT
reviewed the specifications,
me on October 3, 1990. I have
As you requested, I have
documents and blueprints you gavelisted my observations as follows:
Addendum Number One
No comment.
Addendum Number Two
Iten 61. Section 10520 - Page L, 2.2 FIRE EXTINGUISHER:
I anr not arrrare of any requirement in N.F.P.A. Standard tO orU.F.C. Standard 10-1, to install Halon fire extinguisher anywherel-n the TRC. Halon is not usually recommended except for high valuecomputer rooms or simil_ar electronic eguipnent. Halon is not
recornmended for use in an open atmosphere and has been the subjectof much discussion in professional circles due to the destruclionof the. ozone layer by use of CFCts (chlorinated fluorocarbons).Halon is a CFC.
A 5 BC rating is guite small and is not within the referencedstandardsr recomnended ranges for protection or suppression of anyfires anticipated in the TRc. an appropriate fiie extinguishelrating wourd be more in the range of -zA aosc. No cut sheets havebeen submitted to me as of this date indicating what a croker #4Lo2is.
No review has.been done by the Vail Fire Departrnent regardingwhere the fire exting'uisher are to be or should be located. r d6not know Lf 57 extinguisher are reguired or where they are beinginstalled.
TRC PI,ANS F€VIEW
LO/04/eO
PAGE 2
Iten # 62. SectLon 10520 - Page 2r 2.3 Fire Extinguisher Cabinets:
No cut sheets have been received on croker * w2652 StyJ.e BG or# W2558 Style BG. The addendun states the cabinets are to belocated as directed by the architect.
The Vail Fire Department has not historically located fireextinguishers in areas prone to a high rate of vandalism or theft.
We seldom reconnend Halon extinguisher due to the high cost of
Halon over conventional dry chenical fire extinguisher.
Iten # 64. Section 15300 - Page 3
Fred llaslee works for rrUpper Eagle ValJ.ey Water / SanltationDistrictr,r not Reqat Vatley Water Co. .
Iten # 77. (page 33) C2
Stair # 4 waE left off of lst set of fire sprinkler drawlnge.
Addendun Nunber Three
No comnent.
PROJECT IIIANUAIJ, VOLUI.IE 1, DATED APRIL 3, 1990
SECTION 10520, PAGE I and 2, SUBSECTIONS 2.2 & 2.3
Directs the contractor(s) to fiII and service fireextinguisher and install and locate fire extingruisher cabinets rrin
accordance with governing authoritLes.tr As of this date, we havenot been contacted by anyone regarding fire extinguishers orcabinets or locations.
SECTION 14200 ELEVATORS - SUBSECTION 1.2
The Vail Fire Department and Building Departnent haveinterpreted the elevators are not enclosed, thaa the;e are no varidelevator lobby enclosures and that A.N.S.I. AI7.l plfASE 2requirenents are not applicable.
TRC PI,AI'IS REVIEW
LO/O4/eO
PAGE 3
PRO.TECT IIANUAL, VOLII{E 2, DATED APRIIJ 3, 1990
SECTION 15300, FIRE PROTECTTON
1.04 SYSTEI{ DESCRII{TION
A. line Z - change rlostr to trlosstr
A.1 rrthree superrrieed air compressorsrr are not requiredto be electrlcally supervised by the fire alarm panelbut shall be hard vired into an unswitched emergencyclrcuit.
Fire Department Connections for the dry Class
standpipes are to be located at the base of eachriser, on the street side, and shalL be convenient
and accessible as per N.F.P.A. 14, 1985 Edition,Section 5-6.9 (a).
(NOTE: See attached letter fron Frontier Fire Protectl_on askLngfor clarificatl-on, dated iluly 27, f990.)
1. 05 SUB!{TTTALS
C. Fire sprinkler plans do not show ductwork, air devices,and llghting as specifled.
1.06 HYDRAULIC DESIGN
c. Hydraulic calculations by specification are allowed tohave either a registered engineerrs stamp or aN.I.C.E.T. LEVEL 4 certified signature. ColoradoRevised Statutes, L2-4-IO2 and subsections thereafter,do not recognize N.I.c.E.T. certification.
1. 07 OUAIJITY ASST'RANCE:
C. Regulatory Reguirements: Do not specify which edLtionsnor doee this section included Town of Vail MunicipalCode sections or the Uniforn Fire Code as adopted bythe Town of Vail .
2.09 GENERAL DUTY VALVES:
GATE VALVES - line 5, add rrort to letter nfil to rnake thesentence read trconsisting of a cast iron glandflange. . . x
B.
B.
TRC PINNS REVIEW
to/04/eo
PAGE 4
2.10 SPECIALTY VALVES:
C. DRY PIPEIPREACTION CONTROL PANEL: If the fire alarncontractor is supplying a properly listed fire control
panel , there is no need for an additional control panel
to be supplied by the fire sprinkJ-er contractor. Inaddition, the last two }etters on line z, ttrtdrrr appearto have been intended to be written as rrandrr whichrequires the next word (first word on line 3) to besinguJ"ar, not plural .
2.12 FIRE PROTECTION SPECIALTIES
D. Low Air Pressure Horn - What is a low air pressure
horn?
PART 3 . EXECI'TION
3.01 PIPE APPLTCATIONS:
A. Requires Schedule 40 steel pipe for applications of 2inch and smaller while section 2.06 pIpE AND TUBING
!,IATERIALS, allows for use of Allied Tube and ConduitCorporationrs IXLrr pipe, which is not Schedule 40 steelpipe for eLzes up to and including 2 inch. Allied xXLn
1s approved by the Vait Fire Department for use withinl-t t s U. L. /F.tt. listings.
3.02 PTPING INSTALI,ATTONS
O. Autonatic drurn drips are to be replaced with plugs.
3.04 VALVE INSTALLATIONS:
E. HOSE OUTLET VALVES: The specJ_fications reguire 2-L/2inch hose outlet valves be eguipped with a rquick
disconnect 2-L/2 to L-L/2 inch reducing coupling ateach standpipe outlet for hose connections.rr 1 ttquick
disconnectx wl-th quarter turn lugs is not approved bythe Vail Fire Departrnent for use on standpipei
3.1I WORK BY OTHERS:
A. Requires the electrical contractor to electrically wireand connect rralarm bells.rr Town of VaiI Ordinance 3,Series 1983, specifically excluded trbellstr as anapproved alarn signaling device for fire protection.
TRC PI.,AN CHECK
LO/o4/eO
PAGE 5
SECTION L672L FIRE AIJARI.I SYSTEI.IS;
1.02 DESCRIPTION OF WORK:
Specification calls for contractor to provide a systernI'suitable for type occupancy as defined by local-Building Code and as approved by local Fire Mashal .rlrrFire Mashalrr is misspell,ed.
Approvals of the fire alarn plans were not given untilthe plans met mininun requirements as set forth in thereferenced N.F.P.A. standardE. Plans for the firealarm system nere approved as noted, Septenber 17,1990, without respect to the architectural orengineering speclfications. The VaiI Fire Departruentdid not receive architectural plans until June, 1990,and recel-ved the architectural speciflcationsOctober 3, 1990.
(NOTE: Even though the referenced N.F.P.A. standards were notidentified by edition, arr recent editions note in the introductorymaterial, that these standards are rrintended for use by personsknowledgeable in the application of fire detection as part br rireprotection syetems.rr In addition, the standards specifical_ly stateI'Nothing in this standard is intended to prevent the use of newrnethods or devl-ces. . . t,)
1. 04 SUBI,TITTAL:
c.
B.The words rrOn independ.ently produced scaledbackgroundsr...shall not be acceptable.il do not form aconplete sentence nor a complete thought. It isassumed reproducible plans are not acceptable to thearchitect.
C. Change from rtsubmit naintenance data an parts li.st...rlto rrSubmit maintenance data and parts list. . . u
rRC PI,AN CHECK
LO/04/eo
PAGE 5
2.02 FIRE AI.,,ARM AND DETECTION SYSTE}IS:
D.SYSTEM WTRING AND SUPERVTSION:
This section calls for rrClass I initiation andalarn circuits...rr The Vail Fire Department
reconmended the thernal detectors intended foractivation of the fire sprinkler systern be a twowire, rrClass Brr circuit. Town of vail ordinance 3,Series 1983, and Ordinance 14, Series L984, requirewater flow and supe:rrisory switches to be a 4 wire,rrClass Atr design.
Iten 2 reguJ.res the contractor 'rinstall diodes ofresistorE at rrend-of-linerr devices. rr Diodes andresistors may be installed independently or inserJ.es, depending on operational characteristics ofthe eguipment, polarity, or other design features.llhis reguirement as written, does not foLlow mostfire alarm equipnent manufacturers designreguirements, is too specific to apply to a1I ofthe eguipnent listed in section 2.Ol ACCEPTABLE
M.ANUFACTURERS, and is dependent upon specificelectronic design criteria.
The requirement that the battery system supplybackup power for only four hours is not inconpliance with referenced N.F.p.A. Standard. 72-A, (1985 edition) Section 2-3.4.L, which requires24 hours of backup power.
E.OPTIONAL SYSTEM FEATURES
l.
2.
4.
2.
5.
Remote station systens is not an option butreguired by Town of Vail Ordinance J.4, Series 1994.
Alarm initiation frorn sprinkler flow switches isnot an option but is required under N.F.p.A.Standard 13, Uniforn Fire Code Article 1_0, UnifornBullding Code Chapter 38, Uniform Building CodeStandard.3S-1, and other Torvn of Vail I.lunicipalCode sections.
A variation of the requirement is appropriate forthe intended design of the thermal dlteitors usedto activate the fire sprinkLer systen and as such,is not an option by virtue of the definition of apreaction double interlock sprinkler system.
6.
ARC PIJAN CHECK
LO/O4/eO
PAGE 7
7.
8.
Trouble indicatlon from sprinkler flow valves isnot an option but lE also required by the sane code
Eections liEted in iten # 5.
The option to equip and wlre the system Euch thatan energized fire alarn audible signaling devicewill also activate iten A Exterior flashing redIights iE not an approved option. Exteriorflashing lJ-ghts are used to indicate fire sprlnkleractivation only. In addition, the lights nust berated at 80r000 candle power (nininun) and arenot red.
Secondly, the fan shut down circuits (iten B) andrenote annunclatorE (lten C) are activated by acontrol circuit and have little to do with audibledeviceE. They are controlled through differentcircuits of different desigrn with different Lntent.
UNTUAL FIRE AI,AR}! STATIONS
5. Bhe internal rrtrrarnJ-ng hornrr is intended for use Lnlocations under 24 hour supervision. The designedlntent is to gJ-ve a I'prefunctlontr notificatl.on ininstitutional applications. The local horn is tooeasily confused with an actual alarm activation.
The well intentioned and well meaning casualpasser-by nay tend to assune the local horn hasaccompllshed the intended functions of actlvatingan alarm evacuation signal , notifying authoritiesof an actual emergency, and sunnoning tbe firedepartnent. While the local intent was to deterfalse alar:arE by sounding a local horn Lntended tofrighten Eomeone with nalicious intentions, theinappropriate use of this devlce is not approvedby the Vail Fire Department.
AUTOI,IATIC FTRE DETECTORS
2. Autonatic Smoke Detectors
Details specifJ-cations for ion detectorE butdeletes any reference to photo-electric smokedetectors. Town of Vail Ordinance 3, Series 1983,specifiee photo-electric smoke detectors shall beused in all public areas unless the anbientconditions are not suitable, in which case analternate device nay be used.
H.
I.
TRC PI.AN CHECK
LO/O4/eO
PAGE 8
3.05 FIEIJD OUALITY CONTROL:
C. 1. The architectural specJ-fication requires themanufacturers representative to test eachdevice. No test standard is referenced. Given thenunber of devices, it is my professional opinionthat alternate methods of acceptance testing shoul-dbe considered.
CONCLUSION
The actual shop drawlngs, submltals, and related cut sheets(plans) for the fire alarm systen and fire sprinkler systen are inmy posseEision. Signed and stamped copies have been given to therespective subcontractors.
Due to the nunber of errors in the original plans, the nunberof subsequent re-subnitals of shop drawings, and a general lack ofconscice and clear directions regarding the function, control anddesign of the fire sprinkler and fire alarm systems, I have toldthe subcontractors, PCL, Barberrs office and Cator-Ruma that theperfornance standards clearly stated in the N.F.P.A. standardsshall be used as a guide Ln the flnal inspection and testingprocess.
As I told Stan Berrlman, I suggest on future projects, we meetin a pre-construction meetng with ihe design teaur and eEtiabliEh aclear and straight forward set of criteria for a few of these norecritical items.
If you need more information, please let ne know.
END
LO/Oe/eO
1||ICHItt BARBIR ARCl|ITICTIJRI
28 June 1990
Mr. Gary Murrain
Chief Building Official
Town of Vail
75 South Frontage Road
Vail, CO 816s7
RE: Vai! Transportatlon Center
Plan Check Comments
Proiect Numbet 22289
Dear Gary:
To date, we have not received a response from you to our 15 May 1990
response on the plan check comments. Specifically, we are requesting the
Buifding Department's comments on ltems 3, 17 and 20.
Mark Naylor of Civitas, our Landscaping Consultant on the project, is reviewing
Item 12, the issue of the stair treads. He and Scott Ward of our office will be
following through with you next week.
We have asked the General Contractor to provide a copy of the precast
calculations from Stresscon, the subcontractor on the job, when they are
completed.
The DRB last Wednesday reguested a revision to the large window design at
the Information (Visitor) Center. We are providing this as quickly as possible.
Be advised that due to this revision the lateral calculations requested (hem 18)
will be delayed several more weeks.
Please advise us of your position as soon as possible on ltems 3, 1 7 and 20
as the General Contractor is proceeding with construction.
Sincerely,
MICHAEL BARBER ARCHITECTURE
/-)l Ll)
l-Yru- V{^i^"-
Chris Thomas
CT/ksw
cc: Vail: S. BerrymanURS: G. Voos: L. WoodPCL: J. Brown
Anderson: Fl. Stevens ri., r
Civitas: M. NaylorMBA: S. Ward: Yault 22289
MICHAEL 8AR8ER ARCI]ITECTURE PROFESSIONAL CORPORATION
1290 BROADWAY SUTTE 600 DENVER COLORAOO 80203-5606 TE|-EPHONE 303 837 05s5 FACSTM -E 303 837 0600
NOV 15 '9A ai6l?8 I'llCHftEL BSRFER RRCH,K
PriiciFrls
Jamc5 M, Haslin!5
Albed E. And€Eon
John D. Psrk
Ronetd L. Srcvens
Oun offtoo bag vlstt€d ths slte ponlodlcally to observe tbe Drogn€ss ofconstnrotlo[ of tb6 atnrcture. rn addltlon, !lr. Les woort of uRS has beerr onBlto furl tlne nonl,tortng tbo progr€ss aud qualtty of constructlon of tbsstnroturo and the rel.ated el€[€rts of lbe ptoJ6ct. Bassd on our slteobaerYatlonlr tbe lategt of nhlcb occurred ou 0ctobor ll, 1990, tbo structurefor thla par<rg faolrtty apFear! to havo b€ea constr-ucted ln subitanttaloonforoance plth tho proJeat drartnga and speal.flaatlous as related to the
Derklng stnrcture. at tbe tlE6 of our" lateat ylclt, the vlsltorg ceuter aud
aone. of tbe atalns wer.e cooplete.
P.Zi?
ANDERSON & HASNNGS CONSUI,TING ENGINEIRS, INC.
2059 BRYANT ST. . DENVER, COLORADO 80211 r (303) 433-8486
l{ovenber 1", 1990
l|r. &r4l l,firrraia
Cbicf Bulldlng 0fftclal
fom of Yall
?5 South trrontage Road
Tallr. Colqrado ilASl_
nBr Vrll Trraaportetlon Center
Dean llr. lfirrralal
F!$/lnf'
col lllcbael Barber Arohi.teoture
, 'f C L Cosstnrotlon Coupany
Slucerelyl n
,#*a*dn'-
noreld L. Stevens, P.E.
- lln. Cbrls Thonap- !fr. .Iln Brom
Principals
James Nl. Hastings
Albert E. Anderson
John D. Park
Ronald L. Stevens
ANDERSON & HASTINGS CONSULTING ENGINEER$ INC.
2059 BRYANT ST. . DENVER, COLORADO 80211 . (303) 433-8486
Novenber 12, 1990
Mr. Cary Mwraln
Chlef Bulldlng 0fflcial
Town of Va1I
75 South Frontage Road
Vall, Colorado 81657
RE: Va1l lraasportatlon Center
Dear Mr. Hurraln:
our offlce has vlslted the slte perlodlcalty to observe th€ progress of
constructlon of the structure. fn addltlonl Mr. Les Tood of UBS has been onslte firLl tine nonltorlng the progreas and quallty of constructlon of the
stnrcture and the related eleneDts of tbe proJect. Based on our site
obaervatlonsr the latest of whlcb occurred oa October 11, 1990, the structurefor thls parklng faotllty appears to have beea constnrcbed ln substartlal
confor@nce wltb tbe proJect drawings and speclflcatlons as related to the
parking structure. At the tlne of our latest vlslt, the Vlsitors Center and
none of the stalrs were conpleie.
Slncerely, /1.'7 ^z J/-'Artrd'Zt''a"'
Ronald L. Stevens, P.E.
RLS/Irf
cc: Mlchael Barber Archltecture - Mr. Chrls Thonas
P C L Constnrctlon Conpauy - Mr. Jiu Brown
|||tclt til. BIRBIR ARCt|IIICTt|[t
15 May 1990
Mr. Gary Murrain
Chief Building Official
Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: Vall Transportatlon Center
Proiect Number 2289
Dear Gary:
This conespondence is our response to the |.C.B.O. plan check comments
number 3690 from the |.C.B.O. letter to you date 25 April 1990, and our meeting
in Vail on Monday, 30 April 1990.
Where a specific LC.B.O. comment resulted in, or may result in a change in the
design, we have noted this. Where a comment was 'general' or we felt we
were in compliance with the code as is, we have stated so.
Several of the |.C.B.O. comments have been resolved by your decision to
continue to ctassity the retail space on Level 3 as a B-2 occupancy. From our
meeting on 30 April '1990, it is our understanding that on the occasions that the
proposed tenant may require groups of people greater than that which would
normally be expected in a retail space, the City will require the tenant to obtain
a special use permit as is currently done with other businesses in Vail. With
the classification of the retail space as a B-2 occupancy, the provisions ot
Section 7fD @l can be applied.
It is our understanding trom our telephone conversation last Wednesday, that
you will allow the General Contractor, PCL Construction, Inc., lo pick up the
Building Permit as scheduled, subject to the satisfactory resolution of any
disputed individual items prior to that item being constructed.
On several items, specifically numbers 17 and 20, we are asking that you waive
the requirement against the use of wood framing in the roof assemblies. Please
see the individual item for more detail.
The item numbers of the lollowing specific responses are the item numbers
trom the l.C.B.O. letter.
MICHAEI- BARBER ARCHITECTURE PROFESSIONAT CORPORATION
'r290 EROADWAY SU|TE 600 DENVER COLORAOO 80203-5606 TEL€PHONE 303 837 0s5s FACSIMITE 303 837 0600
Mr. Gary Murrain
15 May 1990
Page 2
A. NON STRUCTURAL COMMENTS:
ITEM NO.
1.
2.
3.
RESPONSE
The building has two distinct occupancies, 81 and 82.
The Contract Documents reflect the required one hour
separation between these occupancies (level 3, sheet
A2.3). On level 2 there is an existing mechanical room
that is being expanded. The required one hour
separation is being maintained. There are other
accessory uses to the garage, for example electrical
closets, fke valve rooms, miscellaneous storage rooms,
an existing lunch room, existing building maintenance
areas, etc. which are not 'separated" nor do we see
where they are required to be separated by code
(section soi] (a) exceptions 2B). New wall construction
within the garage is typically 8' CMU, cast in place
concrete or precast concrete. This includes the
accessory spaces not required to be separated.
An automatic sprinkler system has been indicated for all
areas of the building which are new or are to be
renovated. Renovation of the existing Transit Center
(currently non-sprinklered) was an alternate, not taken
by the Town of Vail.
Mechanical ventilation complying with Section 705, third
paragraph, was indicated by the Contract Documents.
However, thlough value engineering during the
construction contract negotiation, the Town of Vail
decided to defer upgrading fans in existing air exhaust
shafts to a future time. The existinq exhaust system
apparently does not meet the requirements of the more
current codes. New supply air are being installed in the
existing garage which will improve the situation and all
new portions of the garage are to be ventilated as
indicated in the construction documents which meet the
current codes. Please advise if the Building Department
will continue to accept the existing exhaust system as
is.
Striping at stair 5, located between grids 22 and 23
along grid A, will be revised on Level 1, (A2.1) and Level
3 (2.3) to match Level 2 (Mj). Also, the area to the
souih of stair 7 at grid 22 on Level 1 , will be diagonal
striped as on other levels to more clearly define the exit
path. Striping in front of the elevator lobby between
grids 29 and 30 along grid A will be revised on Levels
2 and 3 to match that indicated on Level 1.
4.
Mr. Gary Murrain
15 May 1990
Page 3
o.
All floors of the parking structule are connected by the
ramping system (typical for parking structures), therefore
there cannot be a 'separation' floor to floor. ln so much
as the floors cannot be separated due to the continuous
ramping system our engineers maintain there is not a
requirementthat the mechanical duct openings extending
'vertically' through the floors be protected.
We believe that stairs 5 and 6 as shown, meet the
criteria established by Seaion 3309 for enclosure. Stair
7 is part of the exit parh within the garage leading to
stair 5. lt joins trivo adiacent parking ramps on the same
level. The total rise of stair 7 is approximately 4'-5'. The
wall separating the two ramped areas through which stair
7 passes, is open, auowing unrestricted movement of
air from side to side and up and down. We do not
believe that any life safety purpose is served by
enclosing stair 7. In fact, in this circumstance, the
addition of doors may unnecessarily delay and impede
exiting.
Abandoned stair 3 will not be accessible to the public'
Doors at all levels except Level t have been removed
and the openings sealed with 2 hour construction. The
remaining door at Level 1 is for maintenance access only
and will be tocked to the public. Signage indicating
'exit' is to be removed.
Openings 201 and 2o2, adiacent to corridor 203 will
comply with Section 3305 (h) 1.
Per previous discussions and agreement with the
Building Department, this retail space is considered a B-
2 occupancy.
Tenant space 322 has three exits.
a Up stair 13 to the level above and out.
b. Out through pair of doors 322.
c. Through space 318 and out door 318.
Referring to our drawing A5.2, we calculate the diagonal
distance of space 3181322 as approximately 115'. The
straight line travel distance between doors 322 and door
318 is approximalely 77'. We believe that the space is
in compliance with Section 3303(c).
We have reviewed our exit calculations and believe that
all locations within the garage are no greater in travel
distance than 200' lrom an exit door, horizontal exit, exit
7.
8.
9.
10.
11.
Mr. Gary Murrain
15 May 1990
Page 4
12.
13.
passageway, or enclosed staiMay and therefore in
compliance with section 3303 (d).
We are continuing to evaluate the stair design with
respect to the requirement of 3306 (c) and will forward
our opinion and our design to you as soon as possible.
The structure ot the Level 4 deck is designed to
accommodate buses within two areas. First, from grids
1 to 8 and A to C. Second, from grids I to 19, and 81
to C. The Town of Vail intends to install barricades to
prevent non-authorized vehicles (including buses) from
crossing east of grid 19. Signage at the entry to the
visitor parking area south of grid B'l and between grids
16 and 19 will prohibit buses in that area.
Per previous discussion and agreement with the Building
Oepartment since the Visitor Center/Retail Space is
considered a B-2 occupancy, the provisions of Section
7o2 (a) can be applied and each occupancy considered
'separate and distinct'forthe purposes of area limitation,
number ol stories and type of construction. The area
and number of stories ol the Visitor Center/Retail Space
meet the requirements for Type V one hour construction.
Please note however, that even though the Visitor
Center/Retail Space can be ol Type V construction, the
materials used for the structural frame are non
combustible, except for the roof lraming, and the facility
is completely sprinklered with an approved automatic
system.
We agree with your earlier decision that the basement
or first floor of the B-1 occupancy meets the requirement
of condition number 3 of section 7O2 (ar. The tenant
space is not in the basement or the first floor.
Finished grade elevations are indicated on drawing C2.
As noted, sheets A4.1 and A4.2 indicate floor elevations.
The roof structure shown on the enlarged elevations on
sheet A4.2 are all mechanical fan enclosures, Section
3601 (d) exception 3 allows for the enclosures to be of
unprotected, non-combustible construction. The Contract
Documents indicate the roof lraming as standing seam
metal roofing over metal deck on 2x fire retardant treated
wood ioists. Given that these roofs are only canopies
tor the ventilation shafts and that they are located at the
grade level (level 4) of the parking structure (exposed
to sky) and given the fact there is not a rating
14.
15.
16.
'17.
Mr. Gary Murrain
15 May 1990
Page 5
18.
.to
20.
requirement for the shafts, we respectfully ask you to
allow the use of the fire retarded wood joist.
Since section 702 (a) can be applied to this project, the
Visitor Center can be of Type V, one hour construction'
As such utilizing footnote 3 of table 32-A, the roof of the
Visitor Center meets the stated limitations and can
therefore be a Class C roof in lieu of Class B.
Wall finishes at toilet rooms are either ceramic tile, or
concrete block finished with block filler and high
performance, epoxy type paint. Both finishes provide
smooth, hard and non-absorbent surfaces.
The staiMay relerenced by detail D2lA8.1 and several
similar stairways have been constructed entirely of cast
in place concrete and have 90 minute door assemblies
from the garage. In an attempt to integrate the materials
common to Type I construction (concrete, precast
concrete, etc.) with the 'Bravarian Motif common to Vail,
we have showed decorative wood framed, shingled roofs
on the architectural elements that sit on or penetrate the
top level of the structure. We have separated these
'decorative roofs' from the stair enclosures with a 4'
concrete slab. The wood framing is all Fire-retardant
treated and the roof assembly is Class C.
The use of the wood framing and the shingles at
stairways number 4, 5 and 6 and at the top level of the
service core adjacent to stair 12, is in our view,
necessary in the new construction in order to be
consistent with the basic architectural style established
by existing structures such as the Transit Center. We
feel by separating the shafts from the decorative roofs
as shown, we have met the intent of sections 1801 and
1806 while integrating the new construction with existing.
In addition to isolating the shafts, we would point out
that at the service core adiacent to stair #12, half of the
wood roof is over an exterior space and all the spaces
have been fully sprinklerecl.
We respectfully request that you waive the requirements
restricting the use of wood framing in Type I construction
given the fact they are of very small areas, separated
from the pedestrian spaces whh at least two hour
construction, or are tully sprinklered, and the roofs meet
the desired architectural goal of the Town of Vail to
integrate the new construction with the existing.
Mr. Gary Murrain
15 May 1990
Page 6
21. Stairway 12 is separated from the garage occupancy at
Levels 'l and 2 with rated doors and construction.
Elevator shafts are separated with rated concrete
construction. Other spaces within the service core are
of an accessory use to the parking structure and
constructed with cMU walls or existing 8' precast
concrete. As accessory uses these spaces are not
required to be 'separated', unless the Chief Building
Official wishes to classify these accessory spaces, such
as the elevator lobbies as a different occupancy group.
(section 503(a), exception 28).
B.STRUCTURAL COMMENTS:
ITEM NO.
1.
2.
3.
4.
c.
6.
7.
8.
9.
10.
RESPONSE
Concur - will be supplied.
Pressure grouting is described in specification section
02240.
Deck expansion joints are detailed on drawings A1.4 and
A1.s.
A detail of the shear ties is enclosed.
All of Level 5 is new construction.
Fire proofing requirements are defined in the architectural
sections of the documents.
Concur - will clarify.
Will comply via shop drawings and design review per
specification section 03410 - 1.2.
Contractor will be providing details of temporary shoring.
Concur - will be designed and detailed by precaster and
reviewed by Engineer of Record as specified. See
comment number L
Design has been performed in accordance with
recommendations trom the soils engineer retained by the
Town of Vail.
11.
Mr. Gary Murrain
15 May 1990
Page 7
12. Construction sequence is implied by detail. This will
require contractor to Pertorm grouting Prior to addition
of new loads to soil.
13, Reduced values (50%) were used for connection design.
Refer to calculation sheet C3.&9.
14. Concur - See comment ltem 8.
15. The diaphragm stiffener concept has been abandoned
in favor of removal and replacement of topping'
16. Refer to plan sheet s4 and detail 3/s9.
17. Building official response required.
18. Calculations will be pro\rided.
Gary, we trust this letter resolves most issues. Please advise us of the Building
Departments' positions as soon as possible.
Sincerely,
MICHAEL BARBER ARCHITECTURE
r-,.. A /)/ ,tJ ,t /I ln^ 'n lll-\ -yuw l\=L{t4.^__\-/
Chris Thomas
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INSPECTOR
tr REINSPECTION REQUIRED
t
{
d...
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v
i
- lr. tt-rl o f
qo
nils#rr.r ,^ {r*.,*u.(^r{ll5 ,.nL- Otr
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#i
INSPECTION
PERMIT NUMBER OF BROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
REQUEST
^ ,/. TOWN OF
^ -zi
vAtL ..,\trnt^ G^-hJOB NAME
MON THUR
CALLER
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
r_r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
ISHEETROCK NAIL
tr FINAL
ELECTRIGAL:
O TEMP. POWER
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
\t
nlEs"o"
-,rT{ \'.- I-----f ,-',,ir{
*
INSPECTION REQUEST
TOWN OF VAIL
DATE
READY FOR
LOCATION:
JOB NAME
" CALLER
INSPECTION: MON TUES wED @ FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
O ROUGH / D.W.V.
O ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
rr ROOF & SHEER
-^PLYWOOD NAILIN tr GAS PIPING
SULATION POOL / H. TUB
SHEETROCK
tr HEATING
ROUGI'{tr EXHAUST HOODS
tr SUPPLY AIB
tr FINAL tr FINAL
ft3renovet{i,tr OISAPPROVED D REINSPECTION REQUIRED
CORRECTIONS:
.,.,*_
INSPECTOR
DATE II D JOB NAME
l
INSPECTION REQUEST
TOWN OF I/AtLPERMIT NU
CALLER
>11
READY FOR INSPECTION:t4rlnalTrnNr. J'-
MON TU wE THURKt FRI AM PM
Q;,^i,il lA :/n _/ hss JZ,a{( f,*a_s,
BUILDING:
tr FOOTINGS i STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL \F4oucH / D.w.v.
',pucw wArERo
fl
E]
tr
FRAMING
ROOF & SHEEB
PLYWOOD NAILING D GAS PIPING
INSULATION
SHEETROCK
tr POOL / H. TUB
NAIL tr
D
FINAL FINAL
ELECTRICAL:MECHANICAL:
tr
tr
tr
q
TEMP. POWER E HEATING
ROUGH tr EXHAUST HOODS
qoNDUrr tr SUPPLY AIR
tr FINAL tr FINAL
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTO
4i68
PERMIT NUMBER OF PROJECT
DATE November 21, 1990ggg p4yg Vall Trans
INSPECTION REQUEST
TOWN OF VAIL
ortation Center Add lt ion/ A 1t erat ion
READY FOR
LOCATION:
INSPECTION: MON
241 Souch Frorrtase
WED THUR FRI
CALLER
TUES
Road
AM PM
BUILD!NG:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
/ STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
- BOOF & SHEER- PLYWooD NATLTNG tr GAS PIPING
tr INSULATION tr POOL / H, TUB
tr SHEETROCK NAIL tr
oTenp. C of O.
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
This Temporary Certi-ficate of Occupancy ls good for 30 dayrs.
Ic ls the responsibillty of the contractor co maintaln publie sofety durlng construction
or et)ilSD Ehat are noc completed. Fencing an<l storage oi roateriuls musc be xoalntalned
Thls Temporary Certlflcate of Occupancv mav be revoked at anytlme if Bulldin
0ff1cla1 fI-nds that the constructlon effectlng the safety of the pub'l lc or for due c..une.
November 2L, L990 INSPECT
s,$6s"op
INSPECTION:
CALLER
MON TUES
INSPECTION
.I
REQUEST
TOWN OF VAIL
s\C\i
')
THUR FRIREADY FOR
LOCATION:
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
O ROUGH / D,W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL / H. TUB
tr FINAL tr FINAL
O HEATING
. D EXHAUST HOODS
CONDUIT O SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE
n
REQUESTr/b38
PERMIT NUMBER OF PROJECT
,^r, / 4/s/go JoB NAME
READY FOR
LOCATION:
INSPECTION
'o Ce
TOWN OF VAIL
INSPECTION:
BUILDING:
O FOOTINGS / STEEL
PL
tr
D
D
tr
D
tr
tr
UMBlNG:
D FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
- ROOF & SIIEER" PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
{stt EETROCK NAIL
tr
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr
tr
o
D
EXHAUST HOODS
tr
tr
CONDUIT SUPPLY AIR
FINAL FINAL
APPROVED O DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECT
_.. ,/
4atY *
PEBMIT NUMB R OF PROJECT
[40 JoB NAME
INSPEC toN:
DATE
READY FOR
LOCATION:
THUR FRI
CALLER
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
t] FOUNDATION / STEEL
E FRAMING
- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL i H. TUB
SHEETROCK NAIL tr
C
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
D FINAL tr FINAL
(neenoveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIO
INSPECTOR
PERMIT NUMBER OF PR JECT
ri; .,t
INSPECTIONTOWN OF
REQUEST
VAIL
-ZvDATEL2ro, *or.
CALLER
TUES WEDREADY FoR INSPECTION: , i YO)
LOCATION: V L*J
BI
tr
E
a
D
tr
tr
o
ILDING:PL
o
o
tr
tr
tr
tr
tr
UMBING:
FOOTINGS / STEEL UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT D SUPPLY AIR
tr FINAL tr FINAL
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
pdEs,,"p
SPECTION REQUEST
PERMIT NUMBER OF PROJECT
JOB NAME
'o.r=["f*'-
IV
lr: ,r\
Pdd
ON:
DATE -
l'i)
REASV
LOCATI
a,4 6r/3
CALLER
TUES
Koa
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
O FOUNDATION / STEEL
tr FRAMING
r_r ROOF & SHEER" PLYWOOD NAILING B GAS PIPING
O INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER O HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
APPROVED
CORRECTIONS:
D DISAPPROVED O REINSPECTION REQUIRED
tt
INSPECTOR
nffis"-
REQUEST
VAIL
CALLER
READY FOR INSPECTION: MON TUES XED fu}^I
-
AM PM
rncArroN. l)a'4 Trn*,.. A'^fr--/JA' (-e'r<-( t-vtA (
B
tr
tr
tr
D
tr
tr
tr
UILDING:
FOOTINGS / STEEL
PL
o
tr
tr
tr
tr
tr
UMBING:
FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERFRAMING
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION
SHEETROCK
POOL / H. TUB
NAIL
il, rrNal 7r,*o'
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL Ir'*ot
tr DISA,PPROVED tr REINSPECTION REQUIREDIAPPBOVED
CORRECTI
INSPECTO
ffisxop
I
.:f
*
" t:{\
INSPECTIONTOWN OF VAIL
REQUEST
FIEADY FOR INSPECTION:
NAME
CALLER
MON TUES WED THUR AM\\\\\LLOCATION:
BUILDING:PL
tr
tr
tr
tr
tr
D
tr
UMBING:
tr
tr
FOOTINGS / STEEL UNDERGROUND
ROUGH i D.W.V.
ROUGH / WATER
FOUNDATION / STEEL
D FRAMING
ROOF & SHEER GAS PIPINGPLYWOOD NAILING
N.il
u-
POOL / H, TUBINSULATION
SHEETROCK NAIL
O FINAL tr FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
tr HEATING
tr
o
tr
tr
ROUGH D
tr
D
tr
EXHAUST HOODS
CONDUIT SUPPLY AIR
FINAL FINAL
APPBOVED tr DISAPPROVED tr REINSPECTION REQUIRED
COBRECTIONS:
INSPECTf;/4
INSPECTION REQUEST
- tltl
(tL,\4
//! TOWN OF,VAIL'llfuw (r,rofu
MON
CALLER
UES WED THUR FRI Y!^ PMREADY FOR INSPECTION:
LOCATION:Ct
BU
ol
trl
trl
t-'l
trl
Fo
ILDING:PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING
INSULATION O POOL / H. TUB
SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER tr HEATING
ROUGH
APPROVED tr DISAPPROVED tr REINSPECTION REOUIRED
CORBECTIONS:
. rrr' "'ra..
INSPECTION REQUEST
NAME
INSPECTION:MON TUES @ THUR
CALLER -
o' zV" t. :)
READY FOR
LOCATION:
PMFRI
V=r.E
PERMIT NUMBER OF PROJECT
DATE /'1) ?r JoB
TOWN OF VAIL
BUILDING:
O FOOTINGS / STEEL
PL
tr
tr
o
tr
tr
tr
tr
UMBING:
tr
o
D
tr
tr
cl
FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATEBFRAMING
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
tr FINAL (rrr.ror-
ELECTRICAL:.
tr TEMP. POWER
MECHANICAL:
tr
tr
o
tr
HEATING
tr ROUGH EXHAUST HOODS
tr
tr
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:.*- -lrlni- ndr*" , l"*\ itt t. 4 &Ol t Zoz,r tt -11 I 7l(
Rfii*e
i
I
,*#"toN REouEsr
TOWN OF VAIL
'*,./ r".)''
PERMI
DATE
T NUMBER OF PROJECT
/ '+ .1."
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR FRI PMAM
BUILDING:
tr FOOTINGS / STEEL
PL
n
tr
tr
tr
tr
tr
tr
UMBING:
D FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERO FRAMING
tr
tr
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
D SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
D
tr
tr
ROUGH D
tr
D
EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
\tr APPROVED ..tr DISAPPROVED D REINSPECTION REOUIRED
CORRECTIONS:
..,--a -- )' | '^ /
lNSPEcroB -i--2-z t ,rl -- :: '1:{/
Rffisxo"
PERMTT NpMFER OF PROJECT
I /z-t ."r t -J ,-/-
I
INSP CTION REQUEST
F VAIL
d'44-4
z-y@
DATE
READY FOR
LOCATION:
JOB NAME
it"i.ru
t,,
f
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
q
tr
D
tr
0
tr
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL/ H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr
tr
tr
tr
HEATING
tr ROUGH EXHAUST HOODS
tr CONDUIT SUPPLY AIR
hzfrrruar-tr FINAL
APPROVED DISAPPROVED EINSPECTION'REQUIRED
CORRECTIONS:
,t"/
INSPECT
tffi$cP