HomeMy WebLinkAboutCASCADE VILLAGE VAIL CASCADE RESORT GENERAL 8 LEGALLIFTSIDE
PROPOSAL REQUEMO]-I 5 ATTACHMENT
9_1 5_93
To reduce the possibility of water building up behind the foundation wall in the area of stair"cl " aid io divert the water from the natural spring in this area, the folrowing shourd be done.
The area behind the warl should be constructed as indicated on Detail-A on drawing AX-l1 .The drainage board and perimeter drain in these areas can be deleted.3. A 4" perforated pvc pipe with a screen over each end shourd be installed in such a way as to connect the two areas with drains. This pipe should be installed as close as is possible to the level of the drains.4. From the proposed dralns extend a solid pVC ptpe below concrete slab to the south side of the buildln| where it should be tied into the perimeter drain.5. Provide a drain as was described to me by Davld shriner and submit a cut sheet on this product
2.
I/'l/
RiJ:Dsm ,/c'ryApe
fiP aF lut%J
Vi- lYz" fueeia Eacla C"rp)(to eserla qP &tarL)
o
\
I
I
I
eDa€ *PE.FHE
ld*r@- \- --'
TY?ILAL WATeRPlrooFtr.l G (r:P')
I^tsJ1FE \4o^J \uTA- fr?Ltc(ffp)
B
{
3ot- tc
Fc.crrt
tr€^t'r P,+il T--
A.siwl.\-t..l
I
t:
l'
I
I --
I
4t ptlc alq wtl'.,b gR+ttrt 'ro
DfLr,* r nr
(-,,q)
"etzlU'{elevL
I
I
I
I
I
I
I
I
DEThIL - A
lto Sc R Lg
NOT€.:
AT A'srq . DRt4rsr ts NoT
PEo u tPeD. pRovrg€ pgRFoEr4TED
+tt Pvc prpE rlED rNro
PeRnn€TER DR,rttN
BEHf ND htALL pp,AilJ r<4e prhN
1-ts-1l ${r{Ea?Eo txt cLoSET
I
;
UNIT
ll
\-/tl
TO I NS IDE :F
s1'-6t'
i
lNgtot trcE cF
+" PG
@
A
( TYPE C3
sEE St{T {i. t2
ELEV 'C'sEt 3|{r r.l I FOC CAE
F I Nl3He3
^.,.(
i,,,'0'.l---__
_
i. 2l'-a'L IFTS I DE
CASCAOE VILLACE WATEPFOPD
VAI L. COLOPADO
A}FII
H&EF{=:g*tr,.'ixF?8
.(.r:. \'-" i U;, r.;- i- .
Rfuu lr-r I j i'9.91
September 9, 1993
Messrs. Gary Murrain and Dan Stanek
Town of Vail Building Department
'1 11 South Frontage .Road West VaiI, CO 81657
Dear Gary and Dan:
This is to recap our phone conversatlon wherein you have agreed to allow the installation of 3/4" Georgia Pacific "FlameBreak"(5/8" plywood laminated to proprietary 1/4" gyp board) in the Liftside roof in lieu of 1-hour spray fireproofing on the
underside of the roof deck.
We are proceeding with this change,or addltional gualification, please
possible.
Sincerely,
so if there is any problem
let me know as soon as
WZ*'W"uEcrs'P'c'
Henry R. Pratt, AIA
HRP/ad
copy to: Fred Otto
Frank Freyer Rick Agett
t66l b dlS liiu'"
September 3, 1993
Mr. Dan Stanek
Town of VaiI Building DePartment
75 South Frontage Road West
Vai1, CO 81657
Re: Liftside Project
Dear Dan:
on 8-18-93, you talked with Jennifer Decker in our office and
had several guestions concerning the exhaust shafts within the
various units. It is rny understanding that you wanted to know
the rating for the shaft waII and the gauge for the duct within
that shaft.
The walls of these shafts are rated at 2-hour and can be found
on the 1/4" scale plans Sheets 8.01 throuqh 8.24. I discussed
the duct gauge with our Mechanical Engineer and have learned the
following. The gauge is not specifically indicated on our
plans, but the specification reguires that materials and
installation for ductwork be in accordance with the SMACNA
handbook. Attached is a copy of a page fron this handbook
indicating the minimum gauge for the slze of duct. Our system
has been designed for a pressure of 0.5. Based on that deslgnt
the minimum gauge unreinforced duct would be 26 gauge. I hope
this information will answer your guestions.
Please call lf you need additlonal information.
Sincerely,
GWATHMEY PRATT CHULTZ ARCHITECTS,P. C.
wertfeg
DS/ad
copy to: Rick Agett
16.4 1992 Syslems and Equipment Handbook
Ouct ddc. oa. lt-in. ridth 'llblc 4 if brscd on lfbtcr t-! ahroqh lJt io HVAC Duf? constructton Stutd-
edt-tlctcl.,nd t't'5ible (SMACNA l9lJI Fr th rod dqdb.
'rfnro
ofr ;rn lr[|l rfbr r jwn ducr rhictnlrt' qumbc't indi tc maximum rpsinl (fc.l) bctHtl dtE
rdnforcancnti k tt iodl€ra ttpa (.itidiry clrlr) of d€{
'tinfqrsncot
(|.a tbb
J .nd 6),
fhn$Gr!. joint 3D*int ir unrtiriclcd oo s.Binforcld ducrr & qcalify itinas
oa rinlorcd rtuctr. rclcst at trc$c jointt ltom llbh J. Salcst iltlrtncdi.l. rain.
lftGorart trcm tblc 6. El6 ttt b8.d otl riccl coosrruction. D.titncrt $tqdd
rFciat dvrt|i44 lncoarad, o. Fi .d ic.l joi|rt and ialertttcdl|l! ltinforsc|llatl.
U$rhelanc|na l drcr rhictnBt on all d|ft ti.h& EvdsJC Axl rtiltorcaoq
6a crt rl|ci rid! r.tan3clt, WlFn .tquird on tour ddcr fot ++ +6, ud +l0lo,
ofrdar tcraurt tytar|lt cor&Clt o[|rt ba lh!. wh.o Equirrd on ll0ri(tlcc.rr tl
or|tt batlcd rilh |!d! or rod.! .l Ol.sdr lor +a, +6. and + loh. of tLtFar.
n|G atgcmt.
rb! D ffl of ulbrr.d Frrl ||ta mul b ctoclbtotol oi lc|dd. untsls rht lt
lfurd or intuhcd atrrnrlly. Litlcd or atr.rn|lly l uhtcd dudt r|t ttot Equirtc lo
lu* cma.htrkint ot badirt.
cfha.€lototctmcnt t|bLt |'c b Gd on ldvrnitad stccl ofthc indictlcd lbiclD.|3'
Tht' rFly to tdvrnizc4 Frstcd, unlord' rnd minlc$ ncll trhsflarg ahr bry
netit di*nd ir oot tar ihu O.Ot5 io. bclo* rhl indic.rd for t3l{nir.d tt.d'
'Bt|||t sFccr irdic|r. rhat tro rtrrortsmcnt it rtquiEd.
'Sar SMACNA.I psblicrtion fof itctnrtivc rcistorcatncott urint tic todr or m
rr.!r fcr foairiva prtraorc
'llbi crd 0O{6'6In. rhkl ir |.e!t|blr.lfi3 tod! rilh a nini|tud| dl|'rtcr otO.]t, in, (ot Olt i!. it lhc !|rtimum kn||!
b !6 in.) mulr ba utcd en thatc cqttlmc{ionl ThG ro& for gotitiva p1!'3st! dt al!
rrt Droed r rurlmurn of 60 In. agatr al,ooa tsl t ald tdnforrcnttnt!.
TrDlc 4e Fenoor Matrl Ducl Corrtuclio! fot Comn tllrl
Hlii[ua Cdrnnkad Sled Thlclncrsc, In.
lllct Illr.r-
||.
o.qn5 0.Otl66 0J356
?tt.rrr!, h. of ll|tGr
toj rl 12 13 +a +6 +10 roj il rz J3 +a +6 +10 toj il tl +4 rt
)06
<to
ll
ta
t6
It
n t
L x t
t0
36
a2
al v
o
a
A
r
Linfotc! ant
aca .tquirlrl!
F-ro of H-r' H-f l.J' H-f
H-td H'J' t.f t.' t.f J-t'
H.f, 1.5' JJ t-f k-t' l-!J'
fJ J.f K.f Ut' t U' t t
H.i lr-l.J H.lt H.tJ' H-2Jr H.ls'
Hf,. gli lH, n& $.
B.l
Dl
c.l
o.,
c-5
D.t $t
E.t
z-t
F.t
l{{
fl.!'
t.l'
t-f r.rt
H.t
tlut rod
H.2
Flrr aoil
H.t
d!!ildJ
c.lo c-ro c-to D.to t,.lo O'l
Dlo Dlo Dl
Dto E-lo E.l
D-rc E-lG ''EI E-! F.J
E.l F-5 c.t
OT G' H{
H.f lr-f H-..
. c.to
c-t0
D-rO
D.lo E-10
DrO E.rO E-l E-ro F.to G.t
E-ro crd c.f
x.r. r.lJ' r-t' t t
H.2.:t l{-t, H-tr H-t t{.2 *t l[. *fi, *5. *h
&t0
c.t0
AI
&l
E'
c.t
E.r D.l Ea
Et f.r F{
Ft Ca Gl
Cil H,a !r-t
H.. H.f ,l-Zl'
H,t' H.l' r-lf r.r' nz.f, x.t J-rJ &r'
Li!fqlllsr
nor rquindd
clo Dlo tl|
c.ro D.to El v5
D.to e.ro E-! E
E l0 ba F.t Gt
E-lo F{ 6t' H-!'
F.fo a.t H-t' H-.'
O.f H-r' H{' H-r'
H.t' r.f t1' J-t'
Bl0 c.l0 c-l c.,&lo c.to c.lo c{ c-t cno c40 Bto Dr D-t cno lHo Dto Dt D-t c.ro c-ro 0r0 E-t Dr E.t
ti
||a
Arl0
t-ro
l.fll
c-10
c.r0
DIO
D{
Et
F,'
F-'
GJ
HJ
t.f
Dr0
B.t0
ct0
Dlo
tno
E-l
F-t
F'
H.J.
fl.t'
otoraarall
t nqlind Alo
*l alo
&t Dl
Br0 't
c.l
Dro 'r $t
c.lo &, c.,
c.lo c-t c.l
c-l c'J D5
Dt c-, D.t
D.t g-, E,
E.r 9-t F{
0.5 Fa Ft
F. Gt' G-r'
.t. H-t' t.lf
!-t' l-l.t' t-t
j.l.t' J-t' r.f
.Soc llbh ,ab foi rolcr.
TrDIG 4b Rrctelculrr Fclrcu! M?ld DEcl CoBttactlon for Codmcrdd 'Lb (tFta ct a
Ihct
Itoc!.,
l!.
Mldaun Gehulrtd Slcl Thlcltr6sr, In.
0.0356 0.0296 0.02It6 o.aw )/ |
l!tt$rG. b. ol $hLr
+6 +10 rOJ tt a2 i3 +a +a +10 r05 tl rZ r! +1 +C +10 rl 12 I
<l
to
l2
tr
t6
tl
4
B
?r
:6
t
!o *{t
.l
v 0
f,u
t5
)t6
+t ato |,A"ro r,,
A.' F'
t.r c.t $, ca c.r c.a c-, Da D.t l>.
D.' D{ar-a Dt
E4 F.I F-r <l-e,c.lt c.?
H.:.t H-t
H-2.r' t.t'
::
alo A.l at &J v a.lo Dt al F Dt tl aro E t &, &J c., c-l
B.r0 cr F, C.5 C.' C-l A-lo 3-to c.t c.t c-, c-{ }3
Li[lo.!.t!rQi A, *t
ior dquitld' 79m At A"t
Art A{ r,!
^a Al0 ,Ll E ,$t Da
a.ro c.to c.t c., Dt b. D,
sto c.ro c.! c-, tI5 D-. o'l
cno Dt D., lx g.r E.l t-,J
r>t Dt E.r c". a-t E.rJ F
$r E., E. E.l F! O.a5 o-!
D.! F-t t r Gtr olf Gf
E.r F.' C.!' (}1r' H-,'f H.t'
F O4 l{.f H.tt' H.t
lt J'
H{'
ldrtoctt[.$ A!
mr rquirtd' a1 ,$t
A-l A-t t}'
+10 Al E I+t
A5
A.l *1
Lt L.
AA &3 aa Dl
Ba D3
a4 Dt
c-a c-!
c., c'l c.t c.as
tv, t+t
AF' F
s, !4
't c.
Ct C-.
&10 ea
^.10 *5
*o |t0 a,
,+10 Dlo 8.,
$,10 c.l c.r
Br0 c.t c.t
c.t c.t D-.DI D' E{
l>, 9 E!
Dt c. F.t E.lt F.l
z.t ?1 er.r' 61r' Gf
F-r H.f H.f lrl'
Cra'
- daale |tdar. nd llcrt'd *
c.a D{ C.l DAr
C.. D' DT DL'D.. ttr E.a, E-l 9! E-1.5 z.L' E.2
Rdrforstn.lt
rrc rquircd' p1
A.l0 ,$t
A.t k5
,+l l+t
alo A'l a!
Afo a5 *t
ato A, &t
l}to ^.t 6-r
B{ l.l 84
t{ 1., c-a
c.t c-J
D' D.I
D' o.
D!
E1 :::i I a= - I
rirh k$lh|n o.olJ6in.
Sr aar-_-'- r(r*
DIE ^&t:0 stP t
August 27, 1993
Messrs. Gary Murrain and Dan Stanek
Town of Vail Building DePartment
'l 1 1 South Frontage Road West
Vail, co 81657
Re: Liftside - Fireproofing
Dear Gary and Dan:
I appreciate your taking the time to meet with me and discuss
fireproofing alternatives for the Liftslde project. ff you find
fault with the conclusions listed be1ow, please let me know as
soon as possible so I can get back on track.
The basis for the discussion lies 1n the fact that the proposed
fireproofing assembly (UL N720) applies only to beams. In order
to achieve an assembly with a 2-hour rating, we would have to
add spray fireproofing to the underside of all floor decking - a
significant expense to the ovlner. Added to thisr the project is
several weeks behind schedule, so spray-applied fireproofing
brlngs with it the cost of winter conditions and heating.
What we propose is to change to UL assembly No. D502. This
assembly does not require any spray fireproofing and adds:
1. Dampers at each duct register (no access panels
regulred).2. Tenting of light fixtures.
We discussed tenting of the light fixtures and you agreed to
accept, in lieu of the UL specified gyp board, either 1-hour
rated cans or mineral wool batts/blankets surrounding each
fixture.
We also discussed fire dampers where the duqts come through the
corridor separation wall. We decided that fire dampers and
rated ceiling access panels would not be reguired if we used
2-hour spray fireproofing on the structure (deck and beams) in
the corridor ceillng.
Messrs. Gary Murrain and Dan Stanek
August 27, 1993
Page 2
We talked about spray fireproofing on the buildingr columns and
you indicated that the columns had to be individually protected
and that this protection was to also cover the beam-to-column
connection. I agreed that, this is as we intended. We did not
discuss the possibility that the contractor may prefer to drywall protect the exterior columns, but I w111 get your
approval on this if and when the decision is made. In addition,
you reminded me that transfer beams also require individual protection (UL No. N720). We will prepare a color coded set of prints which will show the intended fire protection. f will also copy you with the Monocote shop drawings when they are
approved.
fn a further effort to reduce the scope of spray fireproofing
and the associated winter costs, I asked what we could do to ellminate the spray fireproofing on the underside of the roof
deck. I mentioned a new product which has drywall laminated to plywood. You agreed to evaluate thj-s substitution and I have
attached a preliminary cut-sheet. Additional information is
enroute.
Fina11y, I would the intrusion of Stair C1 . It was
not encroach lnto landing, then we
attaching a copy
wouLd have an acceptable landing.of the landing as I expect it will
Iike to document our brief discusslon regardj.ng a concrete wal-l into the east stalr landing of your feeling that as long as the concrete did a 48" wide radiused path of travel at the
Iam
be bui1t.
as possible Thanks for your help and please let me know as soon
regarding the roof fireproofingr substitution.
Sincerely,
GWATHMEY/PRATT/SCHULTZ ARCHITECTS, P.C./hL
Pratt, AIA
HRP/ad
Enclosure
copy to: Rick Agett
Frank Freyer
Fred Otto
Secn af CSI o o
201
Computer-based specificatiorc, natural
disasters (and buildings that suntiae
them), the ecological aduontages of rnini-
mizing constntction waste: all were deolt
utith in detail at the Slth Annual Conaen-
tion and, Exhibit of the Constnr.ction
Sienfcoti,ors ltxtitule. The prcCu.ct
i,ntrod,uctiota selected for REcoRD's spof-
light ref.ect these industryttide concem*,
as uell as the classic architectural dppeal
of color and subtle shape. J. E B.
2OO. Flvo-poncl wcod door
A Mission-influenced style of Douglas fir
over a split-proof laminated core, this five.
panel door can be used in exterior€ntrance
applications as well as indoors. Door leaves
come in widtlrs to 3 ft 6 in., and up to &ft
high. Also available in Western hemlock.
Simpson Door Co., Federal lVay, Wash.
42 Architectu.sl R€cord Augrrst 1993
20 | . Flre-rcoirtcnt rocl decklng
More of a timmaving assembly than a new
technology, FlameBreak is a structural panel
made of APA-rated plywood bonded b ; l/4-
in.-thick layer of Dens-Glass, a pmprietary
fiberglass-faced gypsum panel. IIL Fire clas-
:ifeC as cc:nposij,e );ilding ui;iis for roof-
de'ck construction, panels achieve a UL BG
minute flamespread rating with no chemical
heatment. Georgia-heific Corp., Atlanta.
2O2. tclrnlo+pcblo rtrucf;d rlb
A new design for horizontally cored ceramic-
surfaced masonry units adds two large
vertical holes, allowing placement of grout or
steel bars to meet the securibv standards of
the Federal Bureau of Prisons. fire vertical-
reinforcement capability is said to also resist
earthquake damage in seismic areas. Stark
Ceramics, Inc., Canton, Ohio.
2O3. lllgh-lnpcd wcllcovrrlng
Made of a non-porous vinyl/acrylic mater
said to be highly resistant to common stai
integrally colored wall treatment is an aln
tear-proof .022-in. thick. Firerated Class I
the wallcovering comes in nine stone patk
and 64 '.*mpiemeirtaiy soiiJ cuiorc. A ffbet
backing aids hanging with a water-bxed
primer/adhesive. The C/S Group, Muncy,
lOl[. hcrrurs-oqucl|rcd EtF3 rctl
An installation system, developed to preer
possible defects in workmanship, applies
rainscreen principles to exberior insulation
and finish systems. Insulation board is sur
plied with drainage channels, wall sectioni
are comparhnentalized and vented, and a
secondary weather barrier prevents deteri
oration of the subshate over the long terr
Dryvit Systems, West Warwick, R. I.
wE ARE SENDING YOU g'Attacned
! Shop drawings n
LETTEfuF TRANSMITTAL
DArE B-12- 11 | roano. qZlT
ro: T,o.V. Rtuuo,*a T)rpr
D,rrt., Srttorgr
RE: Lrrtcrl2€
the following items:
! Specitications
o
RE0D huc 1 3: 1995
! Copy of letter
gf via
Prints/sepias
Change order
Plans
Originals
Samples tr
tr
coPrEs NO,DESCRIPTION
8-10-q1 *q 4. S. T. - WJ:vvrt,\t( -/o DF-t.ETe 6ntEt )t\> sTfltk
ANn eePLn(E P|TH 5/6rg06€ ,(ptmle /#tpv me /F THt4 DE\ 4)or
rn&f L..2I7l+ q0Qr< ,/t PPIZ0J4L.
g-t7-7b *tt g . s.T, -El€unrop- rN(p€cTorag P.66ueqTcp
ZfiNN6ES
I 81o-q ]coP\ oF EXCtlUl+T(ov\J oBSEYz-oRTtors P€ pOfLY
FPowt
as checked below:
CHe-}., tSle-THgtFF*) (sTn\g B flro-trlt65)
THESE ARE TRANSMITTED
Z y(aPProvat
MFor yorr ,."
! As requested
I Approved as submitted
n Approved as noted
! Returned for corrections
I For your records
E Revise and resubmit
E For review and comment
! PRINTS RETURNED AFTER LOAN TO US !
tr FOR BIDS DUE 19
REMARKS
lf enclosurcs arc not as noted, kindly notily us at onca.
ChenBNonhern.lnc O
REPORT
AM
PM HOURS MILCAGg
O- 'ii?j
Cr:ah| flftr.| ar, a.|r.arL
OF EXCAVATION OBSERVATION
MILES TO
,toa rc, /rzfrs we t , tz,
D(CAVAII{ FoR: Srh;"
IT TERUIS D(posED lN usE(s) oF D(o{VAION(S):
IERBAI col,ruunreloN tvfitt coNtRAcroR. E{bNER, AFcHrrEcr. orvNER:
REII) OBSERI/ER APFROIIED W
A ,r-t- ., t(Eilrur d rr.a.t
tti )ar c||atoit! ay'tC
WE SUPPORT AI{O ENCOUR^GE NICEr CER1IRCATION
ARCHITECT's
SUPPLEMENTAL INSTRU
AIA DOCIJMENT G710 (lnstuctions on reverse side)
o
cTtoNs
Owner
Architect
Consultant
Contracto r
Field
Other
a tr
tr
tr
tr tr
PROJECT: LIFTSIDE
(name, address)
OWNER: MECM ENTERPRISES
TO: NELSON/ZEEB CONSTRUCTTON
(Contractor) p.O. DRAWER 5400
AVON, CO 81520
CONTRACT FOR: CONSTRUCTION OF
LITTSTDE PRO.JECT
ARCHITEgI''5 SUPPLEMENTAL
TNSTRUCTION NO: 9
DATE Or ISSUANCE: 8-10-93
ARCHITECT: GWATHMEY/PRATT/SCHULTZ ARCHITEC:
lOOO SOUTH FRONTAGE ROAD WEST
vArL, co 81657
ARCHITECT'S PROIECT NO: 9219
The Work shall be carried out in accordance with the follorving supplemental instructions issued in accord-
ance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding
in accordance with these instructions, indicate your acceptance of these instructions for minor change to
the Work as consistent with the Contract Documents and return a copy to the Architect.
Description:
See attached Iist.
AttaChmgntS: ltiarc inta littiag ol documQats rhtt tuppot' dctcriPtion't
Architect's Supplemental Instructions No. 9 Attachment 8-10-93.
Contractor Oale
co., rNc.ULTZ ARCHTTECTS NELSON/ZEEB CONSTRUCTION
AIA OOCUM€NI G'TO ' ARCHITECT's 5UPPIEMINTAT INSTRUCTIO\S ' I'TARCH 1979 TOIIION ' AtA'
dis79 ; rHt ;,rtRlcAN IN5TITUTE Of aacxtrtcls, 1;35 Nt\r YORX AvE., x.rv., wrrgnl^'ctoN, o.C. :0006 G710 - 1979
BY
2.
3.
LTFTSTDE
ARCHITECT.S SUPPT,PUTWTAT-, TNSTRUCTIONS NO. 9
ATTACTTMENT 8.10-93
As reguired by the State Elevator Inspector, the grab rail
exteniions on ladders at the elevator pits should extend to
42" above the landing Leve1 and the first rung should be
level with the landing.
Prior to activating the swimming pool punp and filter and
after the installatlon of deck paversr the swlmming pool
should be cleaned to renove aIl. debris includlng, but not
lirnited to, sand. This cleaning should be accomplj-shed
without this debris passing through the system (see
fnformation Reguest No. 9).
Please verify the separation distance between the outside
face of meLal studs at the section of wall on grid line Y
between grid lines 9 and 11 and the property line directly
south of this area with a bearing of N 52 degrees 50 minutes
29 seconds E with a Length of 65.241 . This shoulcl be done
prior to installation of exterior sheathing to determine if
this wall will reguire special treatment of sheathing, i.e.,
firetaping or T & G edges.
4.In accordance with the Town of VaiI Building Department's
reguest, the following gates should be deleted fron stair
towers and replaced wj.th signage. These gates had been
added to the project with the 6-30-93 drawings. The signage
should consist of a clenched fist with the index finger
polnting up in the direction of the exit, and the word EXIT
indicated below the fist. This signage can be palnted
di-rectly on the wall or can be a loose sign attached to the
wa1l. The approxinate size should be 12" x 14" and should
be submitted to the Architect for Building Department
approval .
Deleted Gates: A1 9t A28' 81 5, E.24, 837, C'| 5' C24' and C36.
o Otr
tr
tr
EI tr
tr
ARCHITECTS
SUPPTEMENTAL INSTRUCNONS
AIA DOCIJMENT G710 (lnstruaions on reverse side)
Owner
Architect
Consultant
Contnctor
Field
Other
PROJECT: LIFTSTDE
(name, address)
OWNER: MECM ENTERPRISES
TO: NELSON/ZEEB CONSTRUCTION
(Contractor) P.o. DRAWER 5400
AvoN, co 81620
ARCHITECT'S SUPPLEMENTAL
INSTRUCfION NO: 11
DATI OF ISSUANCE: 8'12-93
ARCHITECT: GWATHMEY/PRATT/SCHULTZ ARCH.
IOOO SOUTH FRONTAGE ROAD WEST
vArL, co 81557
CONTRACT FOR: CoNsTRUCTIoN OF ARCHITECT'SPROJECTNO: 9219
LIFTSTDE PROJECT
The Work shall be carried out in accordance with the follorving supplemental instructions issued in accord-
ance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding
in accordance with these instructions, indicate your acceptance of these instructions for minor change to
the Work as consistent with the Contract Documents and return a copy to the Architect.
nt:tt?t:tJi"wins chanses are beine resuesred by Bill Hulse (elevator
inspector) Northwest Colorado CounciJ of Governments. Any impact on
cost should be applied to elevator S.nspection aIlo\^tance of $12r000.
1. Sprinklers for each hoistway and eguipment room must be on a
dedicated 1ine.2. Hoistway venL at Elevator "A" should be changed from roof-top
terrnination to sidewall with gri1le, to be located on south wal]
of equipment room. Paint grille to match metal siding-
3. ttoisiway vents at Elevator "8" and freight elevator must
termi.nate on sloped roof as indicated on Sheet M2-08.
4. Hoistway vent for Elevator "C" must be shlfted to sloped {oof
located onthe south side of present location shown on Sheet l'12.08.
Architect Contractor Date
GWA RATT/S TZ ARCHITECTS NET,SON/ZEEB CONSTRUCTTON CO., rNC.
BY
AIA DOCUMfNT GNO '
01979 ' THE AMTRICAN
ARCHITTCT's SUPPTEMTNTAI INSTRUCTIO\S'
INSTITUTI Of
^RCHITECTS,
1735 NT\f YORX AVE.,
MARCH 1979 tol oN . AtA.
N.W.. WASHTNGTON, D.C. 2(xr6 G710-1979
ARCHITECT,S Owner tr
SU''LEMENTAL TNSTRUCTTONS Architect tr Consultant n Contractor tr Field tr
AIA DOCUMENT G710 (lnstruction5 on reverse side) Other tr
PROJECT: Liftslde ARCHTTECT'S SUPPLEMENTAL (name,address) INSTRUCTION NO: 1
OWNER: MECM ENTERPRTSES DATE OF ISSUANCE: June 30, 1993
TO: Nelson / zeeb ARCHTTECT: Gwathmey/ Pratt/ Schultz
(Contracto r)
CONTRACT FOR:ARCHITECT'S PROIECT NO: 9219
The Work shall be carried out in accordance with the following supplemental instructions issued in accord-
ance with ihe Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding
in accordance with these instructions, indicate your acceptance of these instructions for minor change to
the Work as consistent with the Contract Documents and return a coov to the Architect.
Description:
See attached written listing and reference also revised drawlngs
dated 30 June, 1993.
Attach mentS : lH.te intett listin1 ol documents that tuppott desctiption.)
Chen Northern letter dated May 20, 1993
Dennis Anderson memo dated JuIy 2, 1993
ISSUED:
BY
ACCEPTED:
BY
Architect Contractor Date
AIA DOCUMENT G71O ' ARCHITECT'S SUPPTEMENTAL INSTRUCTIONs ' MARCH 1979 EDITION ' AtA@
01979 . THE AMERICAN INSTITUTI OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WA5HINCTON, D.C. 20006 G71O _ 1979
o
L IFTS I DE
i\ ir( :lJ 1, Tli(iT l!_ s t llll-E_xENI3!__rxgI&u!_TJQr.!__NQ.j- r
June 30, 1993
pr!lslQ=\._2
I. gECTION 02200: See attached Ietter f rorn rllren Nor'tller11 dated
)la1- 20, 1993 f or revisi.ons to this section.
2 - SECTIONS 02518 /02519: Colors arld patterns f or interf ccf:ltrs
concrete pa\rers shatl be rer-ised to onll' tl.o (2) pattet'ns in
tl'Iree (3) colors. Please \:erifY patterlt uunbers and (lcior
numbers wi-th tire manuf acturer.
a. Drivetiat atrd Parking: Charcoal- colci- as pre\-i()rls I\'
specified, but patt-ern changecl tu L-0i 'b. Circ1e at parliillg deck: Color rer.ised to
"Vai1 Blend" and patter-n revised to L-11'
c. t{a}}ik'al: no change ("Va11 Bler:d in pattern L-11)
d. Pool DecI:: tto change (red to matcir pool ccoil'tcl ill patterrl L-01) .
3. SECTION 02519: Pavers at lnterior of poollspa deck sha11 be
mud-set instead cf sand set.
I . SE(--TION 028l0 : See attached memo f ::om Landscape -\rchitect
lnr- irrin.ef i nrr qr.orre r.lt,ttrooc rr ! iYq
5. SECTION 02841: All- biFe racl:s shal1 be deleted.
6. SECTTON 02895: Tlte design of the modular retainirlq t'alls at
the uest end has changed. Some i'raIls uere niade hiclher, some
tr,eLe louered. See Arehitectural- Sheet 1. -l tor detailed
lavouts, Pl-ease note that wall- revisi-ons related to del-etrou
of the east ski elltr! are lis;'ued sepa!'at,-=i','at the eud 'li r-his document .
Dll'lsTOI_J
1. SECTION 0f 200: BIicl: l:elleer .at ler-eI 80 .r:arllinq ret;-ri:rir.ltt
r;a1l-s (r.'est, north an.j part of east ualls l sltall be deLel.:t-i .
Br-icll cap to rema j.n as detailed o r-t tlie drartitigs (see
Ar-chitectura! gheets 1.2 and 1.3) . These lialls to recei\-.j
EFS iini.sir- see gecti.on 072f 0.
DIYISIO\ 5
1. SECTTON 05500: .\s required and appror-ed br- the Tc';u ;i i'a j j.,
the ler-eI 59'-0" irecitanical roorn 5ha1I har-e a secolld e;'it..
This esit shall be r-ia a ladder uD tc a door tirat oDiills to
tlre parl;inq garacle. This ladder siral-1 be a inetal f lrbr j-catir.rt:
tlrat compl.ies uich the reguirements of LIti: se'-'tiolt.
2. SECTTON 05510: Desic;n of metal stairs attr'l accornontrr-i llq
.ruardrails ma\- be simplif iecl to redtrce cos;t. Tilis cic't's tloi-
irr an..- i;a1- alter- t-he requiretneut th.it tlrese stairl meu-t: ,1^I i
al-1Dlici"rble ccdes
Liftsrde
rhr .-^ r -1r.) L ttu. .l-
Daqe 2
3 . SECTION 05700: As required b\- the Tor,un of Vai-l_ , aluminum quardrail- at lerel 59'-0" pool deck shall be revised so that a landing is provided south of the east exit gate, See
drar"'in<ls for additional length of raj_ling required.
l. SECTION 05700i Aluninun suardrail at }evel 59'-0', pool deck
siral-i- be revised to have an additional exit gate at tjte west errd. See drauings for scope of ret'ision and location of
Df .,.r f S ION [r
I . GEI;ER-lL: Wood sDecies f or all- f inish carpentrl-, wood door
f Lames , custom caser,iork, paneline, etc . shall be clear alI heart Per:nsvlvania Cherrl- ui_th staitr and l-acguer f inish as specif :-ed in Division 9.
2. SECTION 06100: As required bv the Tovn of Vaj-l, all windous are requj-red to be recessed a minj,mum of 2" from finish tace of building. This requires tlrat the vertical and horizontal
r"indow rouqh openings be enlarqed by- 3". This is to af1ou for tire installation of 2x6 fire retardant treated nailers around the el)tire perimeter of the opening. See detail-s.
See Secti.ons 0611-6 and 072-10 f or related itrf ormation.
3. Section C6ll6: As required by the Town of VaiI, all_ u-incior,'s are required to be recessed a minj_mun of 2" from finish face of buildiug. Tlris requires that the exterior g1'p sheathir:cr returt'l at all windori heads, jambs, and sil1s. See details.
See Sections 06100 and 07240 for related i,nformation.
1. SECTION 06200: AlL Closet ltaid shelving i-s deieted (see
Sectiou 09900 ) . Substitute j.ustead melamine sheLving r"'it1.r full cherr! nosing to match typj-cal .trim.
5. SECTION 06410: Thirteen (13) kitchens shall have white lacquer f inisir caseuork as sepc j,f ied. Owner shaIl deternriuc:uhiclr particulat- kitchens wi.th tinelv request for this information.
6. SECTION 06f 10: Design of custon ski l-ockers sha11 be r,,.'.-: -,,:l as required to meet budget constraints. Drawings curreut J-1-reflect tlre desired design. (ft is assumed tlrat the ski carousels are deletecl a))d the drar,;ings have been revised aceordir:gl1-.) No further drawings will be issued and the
shop drnr,ir-rgs r,rill be the basis of any future discuss j-ons.
7. SECTIO\ 06410: Hinsed portions of all- Corian banjo type couutertops shall be deleted.
B. SECTION 06+10: Corian backsplash at banjo type countertop in nastelr batit tcilet rooms sha1l be deleted. A11 other bathroom bacl:splashes shaIl remain.
9. SECTf O-'i 06410: Specif ic-'at ions f or Emplo1ee unit r:aseworl:shall be reli.sed to allou r"-hite melamine for all kitchet: aucl
Lrath cai;iilets. Color to be white. Countertoos to be plast:.c
l.iD inat-e r;itir ber-eled f rollt eCqe. Lanliltate sh.lf 1 bc .3€i.::i-. t -.d
i: ,,trt :','..:..d.:l r-l r::'l:l-L: r a-: ;la1iui- :(: t- l.t; r:l1 b',' Fl'::l iq:,:l c,t. i;i...;.-til 'lI''
O
L -l- ! !: l- !.1, g
-isr r-ro. I
SECTfO\ 0f:110: As requ j-red bl- tlre Tor;n of 1'ai1, tlte se.joltd
L j tchen unit rn the Emplol-ee r.rnit. is reguir'Jcl to bt
instal-1ed. Provide casert'orI.: as shown on the drauin'jl; and Del-speciticatior:s qir-en abcve .
tt SECTION 06{I0: ,\s r:equested br- the Olinef . drauincls datecl
6/30/93 show tllat the T\'cabi-nets in all unit livlng rooms
have beett rerised to p::ovide a larser cLr:ar i-nteri-or r,idtlr
NTl'T C T.)\] 7
gECTTOi\ 07113: Sectiort 2 .02, part -\, par-acrraplr 3 :
Prctect j-on board mai' be del-eted in ior:at j-ons uitere nenbraue is protected bt- f oundat j-on drainase boald or other- t'.-p-: r-igil
rnsulation. Contractor shaLl- iuspect riqrid insulatrcn instaliation prior to baci;fillinq and slral. l- \'eri.fi- thirt installation of rigid insulation boards j-s as required to fuIl1'protect membrane from damage during the bacltfillinq process. Broken or damaged insulation boarcls shal-I be
L'epIac(:d as lle(-'essar! prior to backf illrng.
SECTION 072L0: All- sound insulation (Secticn 09251) mii.,-be
revised to thermal tl-pe batt insulation.
o
10
sEcTroN 07240:
leve1 80 (west
iinistr. Not e
clari-f ication.
,.--^ .!^ I I ^L ClltllJ t{ClIID.
SECTIO\ 07240:
fcanr r.,'a ins c ot
oDto tl'le uest plaus for full
-\s requir'ed bl the Town
on the north elevatiolt has
el-e\-st ion cf tlre bu i ldinq.
e:it ent of chancre .
of VarI, the el:t ruderl
been e:ttended ar o trt'ld
See dr ar; ing s and
Cnlt(-retF t.rer- i mAt al' r-af .airrirrcr r.-al l.: rf n.-rr-l: i rrr-r
. north and part of east '.;a11s ) shalt have EFfl
riqid insr:lation r*OT requit:ed. -\s a po int of fhis is finiqh nrpr-iorr.'l v qnpr-if icd for th<tJ!!rrvuur!!v!9!!
SECTIOIi 07240: -\s regui-red b!- the Town of Yai-1. all uiirilor.s
are required to be Lecessed a nrinimun of 2" from f iDisir face
of builditrq. This requires that the EIFS ret.uf n at iiiirdoii
oDeniltqs. See details for estenr of return (lreads aird janrl:r--
requl"re tir,o (2\ 1a1'ers of 3/f" cstrucled loarn; sills requ j.r'e
shimming and slopi-ng of one 1a1-er of e:s.truded foanr). Sce
Sectiolt 06100 and 06116 for related information.
SECTIOI; 01240: All sawcut reveals have been deLetted in aIl
EIFS sof f its. Salicut reveal-s on burLdinq eler-at ious shall
renrain as shor"n on the drai;iugs.
SECTIOI; O'7525: liection 2.01 shal-1. be I'er-ised to sitec:ifr-
+:.:t lucled po 1 -l-s t vrene ins'. e ad o f po lr- r i oc:,-arlui'.-i t.-' t.r-Fe
insulatioti board. Protection boarC :ha1l- be as reccnmended
br- the insulatiotr alld rooil-ng rnar:uf actul-els. i.ject ioli 3.03,par:t D shal1 be re..'isecl to cail- for installat:-oi't v j-a nro:--on
riretlr(i.l instead cf torch me+-hod.
3ECTiO\ 07=77: Deletu- t)rotecti',-e r-'Lrncrete sqal-er at lcr.e:r
ier-r:l tr-af f ic det:!r, Se:rler is liOT :1el,et-ed or-r f l-c,.trs ul
: l: t,..r i cr r. oom,.i / spac': g .
r 'i a+ .. ji..
-\'SI no. I
r\aar6 -l
9. SECTIO\ O7577: The drauinss have been revised to rc'flect the fact that there are lto e:ipanslon ioints i-n this buiiding. This shall )'iOT be construed to nean that concrete
controL joint seaLant s!stem at level 69'-6" parhing decl; is also deleted.
10. SECTION 07600: Due to the fact that deck drains lta','e been
del-eted from aIl livinq room decks (see plumbing drlri; j-trcls
for exact sccf:e of chanoe), sheet metal scuppers have been
.tcided to these decks. See drawings f or detail j.ng.
i1. SECTION 07610: Stauditlg seam metal roof rng shal] NOT be:
required at alf fascias as defined in Addendum No. l-.
Dl ariings shoii r,he re standinq seam fascias are required.
I;. SECTION CT6I0: Speeificaticns for aI1 slreet metal locfing shail be revised to allou site bendj-ng of roof irlg Fans.
DL!_IJTA!'_ 3
1. The foll-owing 1j-st attempts to define changes in scope or specifications f oi: the doors as shown on the Door Schedule drauings. Chanses are l-isted Hlth Ma]. 3 speclficatj-ons in par-enthesis. Flease note t-[s! door revisions re]ated to deletion of the east ski entrl'are listed separatell'at tl.le
errd of this document.
DOOR SO 801
D U.-:
B l_ t-\
B lrQ
D l')\
R l ln
c02
L- 03
c 05
c06 (. 0'7
C ]]I
C IlQ
rr l.r\
\ 03
-\ 05
-\ 06
B t5
B 21P
6 I ZL c 11 Ci2
L- 13 c i1 c i5
C !]P /':l;lF
f \.n6 F
t \-na I
L ) pc u
REV i S IONS
90 min (not rated); add magnetic hold-open
add magnetic hold-open
see E.\ST END chanqes
+ r-^-\ F I +!:^^ /'! |L\Pt: L \Lf p< (J'
see E.\ST END chanqes
t\'pe G )
1'-r-pe D); add magnetic hold-opel
t1'pe A) ; 90 min (not rated) ;
add rnasnet ir: hold-open
see EAST El[D changes
see E-\ST El'lD chanses
see EAST END clranges
see EAST END changes
tvpe E (t1-pe G)
see E^LST END ehanges
{-r-h^ ti ,+!-F^ /rl L)Pc r, \Lfps \r/
hardr,are is no. 5 (no. 7)
harduare is no. 5 (no. 7).,'er if i. door has breal:arvai- capabilit.,- .inci
signage to that effect
arf d qate to stair
t'r'pe E (t';pe G)
t_..-pe E (tipc G)
20 min (not rated)
20 miu (not rated)
20 min (90 min)
90 miir (not rated)
- add gate to stair
| -,-n+ E {t\-De C)
tr,'Tli.i E ( t.,-r,e (l )
r i F+-. 1.i^i-.1 i ,- lLr=
-l,bI no - I
.1 -L-L
-{ LD
,\ 17
-a j-)
-\P. 0l iR c1
lR 05
AP. 06
--^ r, './ /
-iR 08
-\R 09
.1T. .L I
B 31P
L) Jtt'
L, .J -L I'
C 32P
t'al
A2I
o
60 mir: (90 mln )
c'irattge f ronr p.ri:' of door:; Lo s-lngIe ierf 3'-0"r: 5'-8":r I 3/ 1" ; har-duare to be no.
(no.7)
tr-rr*' H (tvnp irl: 20
tempered insulatirg
edd <rat o f ^ qtiair-
not rated ( 90 mi-n )
ho 1]or" metal frame
i rrctr'l rf irrrr rrl,.r.:.'
ho1for,'metal frame
i,--,,1^+i--, -1-^^rrtir(,tI.1 L M':, \-,ll-ctDb
l.ro 11ow metaf frame
irrqrrl;r!-i nn nl:cc
holloil metal fiame
i lrc;rl;et- i r'rn rr'l ecc
hol1or^ metal frame
inctrlrtinlr rrl:rcc
hollor"' netal f rame
'i,.-r, r -+i 6,- ^l ^^-rrrDLlIcl Lllr\-{ 9lcl>;)delete ho11ou metal
add qate to stair
min (90 rtin) ; cltst.1l'
qlasi:
no.
uo.
110 .
no.
110 .
no.
E
,-. I;:i- f ..nlh.rt'Fr_l
r-'lear t emrer.ed
i' I .:,a r- f onrn,-r-er_l
r- i cr.'; t- tonrnor-.:r'l
r, l.rer f onrn,::r_r,rl
r'l aar- t,3nrn.)r6.1
f :'nA Fl { f vha f': }
i\'ha F lf r-n6 cl
f r-no F' I t r-n,:: /: I L ! F,! ! \ ut Pu v;
f\.no F If '-na f:'l \ vl P.- \, /
acld ltate to stalr
not r-ated { 90 mirr)
delete .autonlatic enf-r_i' door; door to be-
t!-pe B \"-ith ';ire glass to ma--; size al1ot;ed.
60 min, hollou metal f r.rnre no. l-, size tr 1;a:3'-1"_.:6'-8":i I3/1"; hafdriar-e tc be ?
t1'pe D (type B)
50 inin ( 90 mrn )
add qaLc to staif
neli door to be tr-;-re -tr, 50 nirr, hoLl ot,' :ret:i-r-
frame no. i, size to be l'-0"-.r 6'-3"-.: l3/)"
lrarclr;are to be ?
t\-pe E (tt'pe G)
60 rniu (90 nin)
60 mlr-r (90 mrn)
add gate to'stair
t1-oe E (t}'pe G)
60 rnin (90 min); hcllou metal flame nc.I
(no . 3 )
^A;l .^+-. +^ , +--i,.ctLrLr :Jcr LL- LU 5r_ClIt
neri doof tc be trpe A, not, raterl , holLou
metal f i:.rnte uo. 1, size r-o be 3'-C":r 6'-S"-';
I 3,/1"; Itar-cl\iare tc brJ ?
trpe E {tr,-pe G)
tvp€) E (ti-De a,;)
frame
_! 1q.
t'l zi O
B
B
B
B
C
c
llP
35
36
)l
ilF
32
36
37
-i 1P
11tr
C
r rf tslcle
-iiir l1O. ..i-
o
masnetic hold-open
90 min, holl-ow metaf
3'-0":r 6'-8":* I 3/1"
-\ 30
\ 2.)
A 35b
B t8
D 1\)
B 51h'
B 52h:c il
a (l!.'
/r ( .) r.:
1 /i1D
.\ 62P
B 53 B6I r 71P
A 72V .\ B1A
-\ 8tU
-\ 65 ST-I thru
ST-28
tvpe B (tVpe H)
add magnetic hol-d-open
90 min (not rated); add
new door to be t-vpe D,
lrame no. 1, size to be
hardware to be ?
90 min (20 min)tI'pe E (tt-pe
tI-pe B ( tt-pe
tvna R / n r-nc,\ s f s!
adcl qate to
t \-na E' I t r-nc I L : lJL t\-pe E ( tYpe
tr-na R Ilrno \ v t Pv
H)
F{|
sta].r
\JI
lJl
t1:pe B (tt'pe H)
add gate to stair
t\-na F /f.('na /ll vJt/! ! \L\PL e'
tr-pe E {type G)type E (tYpe G)tt'pe E (type G)not rated (20 mi_n)
hardr.,are to be no.type E (t1'pe G)
20 min (90 min)ti-pe E 111:pe G)
20 nin (90 nin)
tt-pe E (tI'pe c)
add qate to stair
not rated (90 min)
.10 (no
SECTIONS 08213, 08312 & 0861I: Eagle hrindoris are approvq:C as a sr-rbstitute f or the specif ied manuf acturers. Glazinq ii'r
t1:ese uindows shalf be revised to cfear iusulatinq glass (tenper.:d as required) -in all locations erc-'ept Iir-inq r.'{.:i:.
r*'i:ere Lor; E Squared is required. As noted on the drawincf s ,the Cor-it-ractor shall consult wi-th the -\rchitect to determine iroii to acl ,i ust the rough opening sizee.
SEaTIO\ 03312: Due to hel-qht limitatioris at tlre IeveI i11'-6" corridor, tt-pe G doors shall be revised to tlpe ^:(2 thus). Verifv height of doors prior to rnanufacture.
SECTIOI{ 0B6l-I: Due to height Iimitations at the leveL
111 '-6" cor::idor, t\-pe M2 window shall be revised to tlpe ]13 {} thus ) . \rei'i-f ,v height of windor"' Drior to manuf acture.
DJYISTON 9
SECTION C926I: Thermri.I ti-pe batt insulation ma!' be sub;tituted for speci"f iecl sound at-r-eDuation insufation. Ser
Se.ction 07110.
i i !-.. i /1 .-
-I.l- L:, fll<:
-r.SI no. I
nf rr,r 7
2. SECTION 09251: Ccrri-dor \ialls at ler.-el 59'-0" /6f '-3" (st-.e
East Elld chanqes f or ia',-el- 39'-C'',r13'-1" ) are lto longer'
reqlrired to be rated at 2 hours. In order to att.1i-n 1 l:cur
rat j-ng r-eguired, 5/8" t j-pe -t g1'psum board rnal- be used
inste.aci of the pre\:iouslf- specifled 3,21" bo.ird. Sltafts c.re
sti-1l requ j-red to h.rvc- 2 hour rat inq.
SECTTON 092rr2: DeIete 6" radius coved ceiling t-rin iu;rLl .r.rr.=trnrrc rr-nanr- et.ltr,,. 'i obl:V.]vrru L.rL !P u
SECTIO\ 09300: At bath number 3 ilt the "-\" and "8" t1-ue units, alld at both secondarv baths of tht: "C" tyne units,the 6":i6" i,'aI1 tile shall be deleted on all bu*u tub,/shor;r--r
.iur-roulld l;a1ls . Ccved base to renain. See drari-ngs f or
f ul-1 estent of deletion. hraIls tc receir-r,: te:.:tul'e aud ilrrislr specif ied f or tl-pe "F" dri-ri.e11. See Sectiou 0926L.
SECTION 09300 : In tlre Level- 59' -0" Recreat i-on Roorn batlrs :
Esceot at shor,!er sta11s, ua11 ti-1e abor-e f '-0" abor-e tlre fini-sir fl-oor shal1 be deleted. Top of remaining til-e wainscot to har-e bullnose top edqe. Drr:uall f inish abo\-e tile rainscot to receive te\tul'e and finish specitied lol
t\.De "P" drvuall.
SECTlON 09300: Deiete \ob1e!lca1 TS waterproof i:rq mernbrane in al1 bath ffoor: e\cept uhere requircd ullder shor;er
f loors .
SECTIOIT 09450: At toi-1et room on11- in all master batlrs , tlre
marble ua11 tile shnl-1 be deleted dor;n to 5" above finish
f loor (6 " marbl-e base to rena j-n- top edge of base to be
eased and polished tc rnatch). Glpsum boarcl .;aIl-s to hari
seams taped .1nc1 sanded. hta11s to be lef t cmco',-h nnd
unpair:tr-'d in anticj-pation of '.,'alloagrer finlsh bi pu::chacer-.
iiee Secl:i-on 0925L. Pr'ovide bid alter'nate i:oet to ius-uali ti-pe "F" finieh on a pcr. :rnit b.rsic.
I
l0
.lt
SECTIOI{ 09900: ScoDe of paintinq sira11 be increased tc include al1 uall.s l:-ste'i above r;here othe]- u.rl-l- finrsh
loaterial-s har.e beetr de I et ed.
SECTIO\ 0S)900: Sccpe ,rf paintin'-r chall- be rr:vi.sed to delete a!I Da-ir.rtinq of Lci13 a]td ceililtrJc j11 Loi;er- levcl ,lf piirl.rr:g
i:t.1raqe.
SECTIO\ 09t)00: Fluisl:it:c; of e-.;te::ior i;inclor-s sheill be ai specifi,:d iu section 3.01, par-t -1. i.'ith stninine tc rratch
.i he rr\- trinr in uDit.
DITTSIO\ 1O
SECT]C\ 09950:
b\- others.
gECTIO\ I017O: Coiian toilet
F.ccnr baths s i-t ii.l I l-., c di:1,-:tr:C.
r.: r- i e*. paftr-ttott: i j-i-lt ',;h:- te
:l1:..n'-r.i- itr''. 111'.:l-'ij I i:,-':atril-' Ir::-
Del-et,-. instaIlation of ri..1l-paper fr:luisht:cl
pi\r+, it ions ir:. '.1r.: tl,r:t:l aat io''t
iiuhst it ute illste:l'.1 nre t:.if painl:,1 f ruish. Stli:irilt
r r- '- i, 1.-'. 1 i f :-.': :. i : ;'t: .
l--LILr:LLt:
f'aT rrn 1
naa!6 R
2. SECTIO\ 1C522: Delete fire extinsuishers and anr associat'ld cabi-nets in the loueL le';e1 of the saraqe.
3. SECTIO\ 10826: Shouel Enclosure strecifications slralL be re\-ised to allou subnlittal of alternate euctosure
malluf .rcturers. Ye110u alunitlum framed tfpe encl0gures al-e not acceptable.
d. SECTION 10900: Delete all Closet }jaid tt'pe shelr-ing. See section 06200 above for cherrl nosed melamine substitution.
.D_I\:lqIO:rlt
i. sECTlo^* 11026: h'a1i safe specifications sha]l be relisecl to allou sr.rbrnittal of alternate manuf acturers.
2. SECTTON 11095: Ski boot dr]-ers shall- be deteted. Fi.nislr electl-icaL, etc required for operat j.on of boot drvers shaII
NOT be deleted.
3. SECTION 11{52: -\s required b_v the Toutl of Vai1, secoltd kitchen at Emp,lo1'ee unit ls no longer optionat. -\ppli.ences required shall be Ki-tchenAid KHllSl0shr-WH micro hood. U Line no, 29R undercourtter refrigerator and ISE Model 7?disposal. See Section 06110 for cabinet specifleations.
DTVTSION I5
I. -\*o attempt has been made herein to quaittif\- changes to the )1':chaui.cal and Dlumbllrq sl-stems. See drar.'inss dated Julte 30, 1993 f or ei:.ac*L rer-isiotrs.
2. -\s a point of elarifir:ation, the General Contractor shall coorclinate the installation of the Jacuzzi tubs uith rr:qi.-'.i to the fol-Ior.ing tuc it=iils..i. Tubs siral-i be instali-ed a<_-cordino to the manutacturer'r__:recommenlatiolts, including the recommendation ilrat_ tubs be set in a mol'tar or plaster ler-elirrg/setting brC.b. Tubs require a blockout i.u the floor for the draln/or-erf lcri.
3. SECTION 15500: Desisn for sprinkler s\-sten sha11 not j-nclude an\,- stde-uali t1'pe spt-inkler beaos i"'ithout r;ritterr approvai fr-om the lrchitect or the Oi".r1er.
DTYrqrcN J!
L. No ettenpt has been rnade irerein to guarlt:-f r changes to the El-ectrical svstents. See drawings rlated June 30, I993 f or
e:.ia c t rer-is ion: .
o
Lrfts.t-dc igr r:o. i page 9
cri-t\cEs -\jr E,\sT ENp
The fo1loi;ing list attempts to documerlt the changee in gcoDt:
that resu-lt from deletion of the ler-e1 13'-3" east siti eutrr-frcm the desiqn.
DIVISIO\ 2
1. SECTiO\ 02518: Delete concl-ete pa\-ers .,,,,/ ;nowmeit. at past
Skier Elrtrance .
2. SECTfON 02895: Dr-:sign of retainins ualls at east ;:rrcl has
rrhanqed to rL-f 1ec1- I' coullioLtr erl:cr end delet j_on of East
''.lkier Etttrance. Preliminar--.r- calcuiriticns it:dicate no charqe
in linear footage of walls and h,:iqirt of rialfs has
appar:entl,\' beeu reduced. See sheet A.l-. I f or plan of
retaining walls.
Dr\rISroI 5
1. SEeTIOii 0550C : ]letaI griit:' at Eag-u SI;ier Entr-ance iras ire,..'r.l
de let ed.
2. SECTIO\ 05700: Delete aiumj_num guardrnil at dininq r-oom of unit no. C-32. Add alunrinum quard rail as required a-. edqe of retaining r;a1I at fer-e1 6{'-3", Se.: sireet -\f.f fcl'plan .rt r.ctaining ua11s and guat'drails.
DIYISIO\ 6
o
l_. sEcTroN 06200
East Ski Boot
DIVTSTO\ B
1. SECTIC\ 08210
2. SECTION 08210
har-ins 90 mir:
and B 1l-A .
3. SECTICN OB3i2
DeLete ucoC beuch in r':orrldor ad i acent to
room.
Doors no. C C5 and C 06 are deleted:
The f o 1l-r-lriinqt cloor-s shal-i be le.,-i-sed f ror,l
labe1s to 20 rfli.ll Iabels : C-l_24, C 11-\, B I2f ,
Add slj-clinq docr t-,-pe F to south face cf
unit nc. C-L2 in placc of r;indou t1-pe I (sr:e Ser:tion
08611). Delete sliding door t_rpe D2 at ullit no. C-22. -\dd slidirtq door ttpe F at unit no. C-22 in piace of r, indcu t'1-pe () (see Section 085i1).
{. SICTIO\ 0Bl6C: -\utDmatic entl-g door number C 0[r s]i.rl-i be:
clel-et ecl . -\11 rrssociated electr-ica1 and securit',- siiaII al-gc be clelcted.
5. SE('TIO\r 08611: trr'iudori t.;pe O3 sli;t11 bc.: r,leleted frr:rrr
un it nc. e-12. hrindoL tl-pc f sirall- be tlef etecl f ::onr unit nc. C-12 {see Sei,'tion 0Bli2 for substit-ut:-on). liindori
t1-r-.re C itt unit:ro. C-22 shall be deletr:,i (:;ee Sr,:ctioit 03312
fijr- sLlbstitutlon).
r--r].L,i_!Ltu
-\SI no. !page l0
DTVigIo\ 9
1. SECTION 09261: Corri,dor iiaLl-s at le\:e1s 39'-0" i 13' -3 " are no Longer- r'equired to be rated at 2 l:ours. In order- tc attain 1 hour ratlng required, 5/8" tj'pe I g]'psum board m.er-be used instead of the pre-,'iousll-specrfied 3/-l" boar-d.
Shaf +-s are still- reguired to ha\-e 2 hour rating.
DTYISTO\r l5
Changes indicated lrere are for general information on11', see
drau ings f cr e::act chan.-ies in scope. '
Sheet )l 2.01 1. Delete trio (2) t1-pe EF-1 eshdust f ans and assoc j_ateC
louver.s, ductriork, etc in east skier entr\- on 1eve1 43'-3".
2. Del-ete sno'',.mc1t and assoc j-ated piping at east sliier entri- ol.r
f e.'e1 13'-3".
3. Dei-ete l.reating ccil CL-2. heat recover\- unit HR-2 and associated pip j-nq, ductr.rorks, regj-:;ters, etc at east ski boot room cn f everl 13'-3".
Slreet :1 2 .02 1. De.l-ete sncumelt and associated pipin(t at al_l_ lir.itrg rooll
dech.s cn levels 4B'-6",/53'-9" -
Sheet )l 2.03 I. Del-ete snor;melt and assoc j-ated pi-pina at aiI Ii','inc.t r-oorn decks on 1e.,-eLs 59 ' -0" / 6+' -3" -
Sheet )l 2.0f l. Dele!-c rilo\.meIt arrC iissoci.rted pipinO ,it al-l, 1i,.'ing r. ,c::
decl:s on ler-ef s 59'-5" i71'-9" -
Sheet il 2.05 1. Delete snorrmelt anC associllted piping at ;iLl- Irr-rltq rcoirl decl;s on 1eve1s B0'-0"/85'-3". gnor^ne1t shatl _l-OT be
de le +- ed at bedroom decl:s.
Sheet :1 2.05 l. Dele';e sno\imeIt a:rd dssoci,eted piping at aII Iir-ir:,g roon declrs on levels 90'-6" /95'-9" . Sllo\imeIt shail- NOT' be deleted at beclroom decks.
Sheet- \1 2.C7 ]. Delete sltoiimel-t ;rnd assoc j atecl pipinq at af i lir-in!l rooni decl;s on level-s 101-'-0.', 11I'-6", aud i22'-0". Snot.,melt_shalI \OT be deletc.d at bedroom declis.
thc,:t )l 3.01 1. Delete suoumelt and associated pioiitg at Ii..-inq rcon cleclitl of ali- tlDe "-\" and "-\P" units. Sno.,;rnelt shal.l. -'iOT be
r:e l-etc:d rt bedroont cle c l--. s of ".t'P" uni-t.
o
LI!L.:rtlg
1t'T .r^ I -1rr.l- II\J. J-
Sheet ]l 3. C2 1. Delete suowmelt and nsscc:iated pipi-ng at livinq r-oom der-'i;s of all t_\'pe "B1" and "BP" units. Snor.,,melt shail lrlOT be
deleted at bedroom decl.:s of "BP" unlt and livinq rocnr
s 1ab,/dec}; of "82" unit .
Sheer: )l 3.03
l. Delete snoL'meIt and associated prpinc at I j-1.-rng room dei:lls of al-l t1'pe "C1" units. Snorinrel-t sirall !'lOT be dcl-eted at lir.ins room slab/cleck of "C2" and "C3" units.
Sheet ]1 3.01 ]. Delete snoumelt auC associated pipitrg at lir-inq room decl:s of all t:-pe "CP" uDit-s. Snoumelt sir.rI] \OT be delete'd at
bedroom decl:s of "CP" units-
Slreet ]l 3.05 1. Delete snorimel-t and associatcd pipinq at Iiving room decks of al-I tvpe "D" and "DP" units. Snor"'melt shal1 NOT be deleted at bedroom declis of "DP" unit.
Sheet P 2.01 1. Delete (3) floor dr-ains and associated pioi.nc1 at east sl.ier entr]- on level l3'-3".
Shee'u P 3.01 I. Delete deck drains and associated pj.pino, etc. at 1ir-incl
room decks of t_vpe "4" and "AP" units. Deck dl-ains shalf
)JOT be. del-eted at bedr-.ooni decl:s of t.,-r)e "^\P" unit-
Slreet P 3 .02
I . Delete deck drains and assoc j-ated pipinc, er-c - at 1ir- j,nq
room dec,:hs of type "81", "82" and "BP" uuits. Deck <lrains
shall- \CT ile deleted. at bedroom ifeclis of t',-pe "BP" unit.
Sheet P 3.03 1. DeIete deck drai-us and associated pipinq, etc. .et 1ir-inrj
roonr decks of tr-pe "C1". "C2" altd "C3" unitc.
Shet:t P 3,0J t. Defete deck drains and assocr-ated pipinq, erc. at 1j-rritrq
loom decl;s of t1-pe "CP" units. Deck drnius sirall IOT be deleted at bedl:ooni dt:cks of t.,-De "CF" uuits.
Sheet P 3.05 1. Delete deck dr-ains aild assoclatt-d pininq, etc . at l-i\-il)q
r-ocm dechs of tvpe "D" and "DP" units. Decl: draii'ls siral-f
IOT be deLeted at bedroom decl;s of tr-pe "DP" unrt.
o
Lifts;rde
-\SI no. l-
paqe 12
Drl.rlgro\ l6
Changes indj-cated here are for general information onl_\-, see drar.'inqs for exact changes in scope.
Sheet E 2.01 I. DeLete tlrree (3) tl-pe T llqhts and associated circuj-trr- j,r.r
east boot foom on leve1 f3'-3".
2. Deletc six (6) t)-pe l,Il and t-hree (3) t-r'pe 112 J_ights and associated cireuitrl' il-t corridor and east shier entr.allce oli leveI f3'-3"
She,et E 2 .11 1. Delete three (3) corridor ou+-lets and one (1) e\Eer:.or outlet alrd associated ci-rcuitr\- at east skier entran(:e cl1 ler-e1 {3'-3".
2. Delete trio (2) e-\haust fans t1'pe EF*l- and a1l- related equipment and circuitr\- at east skiet- elttt-al1ce on le\-e1
3. Delete seven (7) outlets and associated ci-rcuitrv at east sl,i boot room on level_ 43'-3".
1. Delete heat reccverl' unit HR-2 and associated ci_rcuitrv at east slti boot room on 1etel {3'-3,'.
Sheet E 2.2I l. Delete all f ire alarm and secur j-t_\- systems related to east sI;ier entralrce and east ski boot room on ler-el- 43 ' - 3,' -
a
- Chen€Northern,l Consultmg Enqrn€ers and Screnr66
5080 Road l5,l
Gl€nwood Spnngs. Coloraoo 81601
303 9,15-7458
303 945.2363
May ?0,1993
Gwathmey, Pratt, Schultz Architects, P.C.
Attention: Mr. Henry Pratt
1000 South Frontage Road West
VaiI, CO 81657
Subject Review of Section 02200 Earthwork Specifications
Colorado.
Job No. 4 178 93
Dear Mr. Pratt:
Ufaide guilding, Vail,
As requested, Chen-Northern, Inc. has reviewed the Section f2200 hrthwork of the
specifications for the alove referenced project. Chen-Northern, Inc. performed a
preliminary subsoil study for the project and reported our findings under Job No. 4 178 93
dated December 21, 1992. Comments are as follows:
Part 3, section 3.M, Paragraph F, Item l.: we recommeud that fill u:rder fssdngs fg
minimized- Since the recommended allowable bearing pressures are relatively high (5000
psf) substantial bacldill under footings would create a pbtential for differential seitlement
of the foundation.
Part 3, Section 3.07, Paragraph F, Items 5 and 6: Exterior Wall Bactdll under sidewalks
and paved areas. We recommend that exterior wall bacldll under these areas in excess of
10 feet in depth be compacted to at least 98Vo of standard Proctor density to reduce bacldili
settlement.
Ifyou have any questions or ifwe can be of additional service, please call.
Sincerely,
CHEN-NORTHERN, INC.
o
-\4.."\r. I 1l q-
\M*'-tlt'-u-{ l*rr- -' t:
Michael Evans, S.E.T.
ME/bjs
Rev.By: DEH
€8
I #,',1,:.:'
.d
q,;Hlffi+J
Qr,;;Y
Ampr?ei., i.elI{IHl r.cuocr:cnca-es
Ei; r3:.'l; B:rr 'li I ;El ,l:E :,I1f, []Errrri: Ar.rd*r:,:rr F. El oo
Dennis Anderson A.S.L.A.
Landscapg Archireclure o Piar' trrrg r Visual Communication
To: Henry praEt
Frorn: Dentris Anderson
Date: July 2, 1993
Re: Lifrsi.de / Irrigation Dj,fference
The following is the difference in irrigation quar:tities beLweelr the 3 May 93 plan and t)re revised 30.]une 93 pJan. please call if you ltave any guestions.
Diff- ModeL DescripLj.on
cc:
+2 1804 w/15 Ser. Noz. Rainbird pop up Spray Head +2 7812 w/L5 Ser. Noz. Rainbird Fot ui, Sbray neaa +1 700 Series Hardie Control Valve
P (1. Bcu: lij37
Eclwa|ds. colorado 81632 . 13C3) 925-2433
'RB'oAug r fls
August 6, 1993
Mr. Dan Stanek
Town of Vail Building Department
111 South Frontage Road West
VaiI, CO 81657
Re: Liftside Project
Dear Dan:
The following is a summary of the items r di.scussed with you in
a phone conversation on 8-6-93.
Thj-s summary constitutes my understanding of matters dlscussed
and the declsions reached. ff your interpretatlon varies,
please inform me in writing.
SUMMARY OF ITEMS DISCUSSED:st be extended to the sanitary sewer
sysEem.
2. Fire dampers can be deleted at exhaust risers if the 26
gauge sheet metal duct from the unit exhaust fan is extended
into the common verticaL duct located within the two-hour shaft enclosure and extended up 22" above the polnt of
entrY.
3. The barrier gates located within all stalr towers from and
including level 69'-6" /74 t-9" down to revel 38|-0rr/43 | -3'r shal1 be deleted and replaced with signage showing a
clenched fist with the index finger of the hand pointing in
the direction of the exit (up the stairs). An illuminated
exit slgn will also be reguired at each level.
4. Exterior sheathing described in our speeification attached to a letter to you dated 7-23-93 is acceptable to the
Building Department.
Dan Stanek
August 6, 1993
Page 2
Please call if you have
the above information.
any questions about or correcti.ons to
Sincerely,
GWATHMEY PRA
Dann
Ds/ad
copy
SCHULTZ ARCHITECTS,P. C.
to: Rick Agett
Frank Freyer
Randy Rexwinkle
August 6, 1993
Mr. BiIl Hulse
Council of Governments, Northwest Colorado
P.O. Box 2308
Silverthorne, cO 80498
Re: Liftside Elevators
Dear Bill:
The following is a surnmary of the items you and f discussed at
my office on 6-5-93.
This summary constitutes my understandlng of matters dlscussed
and decisions reached. ff your interpretation varies, please
inform me in writing.
SUMMARY OF ITEMS DTSCUSSED:
alarm system withln the elevator
eguipment room nust be tled to the main shut-off by way of
an electrical shunt.2. The informatl-on on Sheets 7.3, 7.10 and 7.11 satisfy your
reguest to see shaft layout, pit, and roof details.
3. The ladder shown on the above referenced sheets is correct
as shown and the top of ladder will be extended to 42" above
the floor landing.
4. Elevator roof vents.
A. At elevator "A", the roof top vent w1ll be changed to a
sidewall type, located on the south wall of the
eguipment room.B. At elevator "B" and the Freight Elevator, the roof top vent is fine as shown, located on the sloping portion of
the metal roof.
C. At elevator "C"r you will inform me how hi.gh above the flat roof the top of the vent cap should be located.
D. As lndicated on our plans, a1l vents will have fj-re
dampers,
5.
5.
7.
BiIl Hulse
August 6, 1993
Page 2
No other equipment can be in the elevator shafts or
equipnent rooms including, but not limited to, plumbing,
electrical , and mechanical ductwork. The chtller expansion tank presently in the eguipment room of elevator "8" will be
relocated.
Sprinklers are required in the elevator eguipment room and the top of hoistways. The line servicing these areas must
terminate in these spaces and cannol continue on to serve other spaces. You will verify and notify me if the 1j.ne
serving these areas has to be a dedicated line.I will verify that our architectural treatment of the
elevator ceilings will not interfere with and will be
coordinated with the emergency hatch built into the elevator
cab.
Please call if you have any questions about or corrections to the above information.
Sincerely,
ARCHITECTS, P.C.
Ds/ad
copy to: Dan Staneh, Town Of VaiI Building Department Rick Agett, Nelson-Zeeb Construqtion
Frank Freyer, owners I construction consultant
GWATHMEY
July 23, 1993
Mr. Dan Stanek
Town Of Vail Building
75 South Frontage Road
Vai1, CO 81657
Re: Liftside Project -
R[80.ryry2. ,,'n]
Department
West
sprinklers in crawlspaces
R6l! Jtlt 27 \W
Cc-c.jc.--4.-^ \).. [ *3'
),''r.^ A
\^-.-!\=,. cL-
Dear Dan
The Contractor on our project recently informed me that the Fire
Departrnent requires aII accessible crawlspaces to be sprinklered
and have smoke detectors.
We presently have an access door to the area below our lowest leve1 of parkingr dS requested by Holy Cross Electric, for servicing their main Ij-ne. This area is completely isolated
from occupied spaces and j-s constructed of cast in place
concrete walls and precast concrete floor structure with concrete topplng. A11 materials in this area are
non-combustible.
I am not faniliar with the section of the code that requires
sprj-nklers and smoke detectors in this area. We wilL gladly provide this equipment if it is required, but would prefer
omitting it if it is not. Please inform me in writing what will be required and reference the applicable sectlon of the code,
which would make this eguipment necessary.
Please call if you have any questions.
Sincerely,
GWATHMEY
K"?:rKe
/as
ARCHITECTS, P.C.
July 23, 1993
Mr. Dan Stanek
Town Of Vail Bu1ldtng Department
75 South Frontage Road West Vai1, CO 81657
Re: Liftside Project
Dear Dan
The following is a summary of the itens I discussed with you and
Gary Murrain, at your office on 7-23-93.
This sumnary constitutes my understanding of matters discussed
and the decisions reached. If your lnterpretation varies,please inform me in writing.
SUMMARY OF ITEMS DISCUSSED:1. Exterior gyp. sheathing was discussed, and it was determined that T&G joints or firetapping is only reguired in those
areas where our building has less than a 40'-0" wide yard or public way. The sheathing product we intend to use is
described in the attached copy of our sheathing specification. Please notify me if this product is or is not acceptable.
2. I agreed to provide you with structural calculations for the revised area of the building.
3. I agreed to provide you with copies of all soils reports and concrete test results.
Please ea1l if you have any questions about or corrections to the above information.
Sincerely,
GWATHMEY PRA
A/4 Danny SyErE
/as
SCHULTZ ARCHITECTS,P. C.
I
I
I
I
I
I t
T
F
F
F
F
F
F
F t
F
T
h
sEcrr0N 06116
GYPSUI'I SHEATHING
PART 1 - GENERAL
1.01 SUMI,IARY
A. Section Includes:1. Gypsum sheathing on exterior walls.
B. Related Sections:1. Exterior tlall Steel studs: Section 05400 Gold Formed Metal Framing.2. Interior Gypsum Board: Section 09261 Gypsun Board Partitions t,{alls.3. Gypsum Board Soffits: Section 09262 Gypsum Board Ceilings and
Soffi ts.
1.02 SUBI.IITTALS
A. Product Data: Submit in accordance with Section 01300.
PART 2 - PRODUCTS
2.OL GYPSUI'I SHEATHII{G
A. l.lanufacturers:l. Georgi a-Paci fic 2. Accepted Substitute in accordance with Sect'ion 01600
C. Fasteners: USG Type 'rS'r drywall screws or equal .
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verificat'ion of Conditions: Comply with Section 01600:1. Existing Conditions: Examine framing to receive sheathing before
beginning instal lation.2. Notification: Notify General Contractor of unsatisfactory
conditions in writing with copy to Architect.
B. Acceptance: Beginning of work means acceptance of existing conditions
by installer.
3.02 INSTALLATION
A. Gypsum Sheathing: Apply gypsum sheathing panels of maximum practical
length with long dimenslons at right angles to studs.1. Secure with drywall screws spaced 12" 0.c. in the field of board and
8" o.c. along abuttlng edges.
B. Sheathing Panelsz 5f8" Thick Georgia-Pac'ific Dens-Glass Gold Firestop,
___^ Type X Gypsum -sheathing, 4' wide x 8' length.
GPS 9219 06116-1
FloneBreole Tokes te neor,
This revolutionary new roof decking combines the streng$ of an APA
performance rated panel with the natrral fire retardant properties of gps"tn.
New from Georgia.Pacific Corporation.
Duroble
Georgia-Pacifi c's proprietary FlameBreale
fire resistant panels offer unique benefits to
specifiers and builders.Its sfuctural com-
ponent is performance rated plywood or
Oriented Stznd Board(OSB). To that,
we bond a layer of proprietary
gypsum board, which feafires
imbedded glass mathces and an
ercclusive siliconefeated core.
The benefits:
o dimensional stabilitv
r low flame spread - meets UL1256
. exposure 1durability
r resists moisfirre, wicking and warpage
o strength - meets or exceeds APA rating
Safe
You can specify FlameBreakwith confidence,
because it is made of two proven materials.
The stength of APArated panels combined
with the fre and flame retard-
ant properties of gypsum
yields o<ceptionally low flame
spread. (see chart) And,
FlameBreak panels do notrely
on chemical teafrrent for any
of their fre retardant properties.
Easy Hondling
Because FlameBreak is made
of materials familiar to *re
trades, it is easy for everyone
to handle. It cuts, hstens, and
finishes using conventional
tools. materials and fasteners.
The FlameBreah qaneb' fire
retarfunt fimprietary gfuum is
thich (r/t') and is rcinfurced with
glas nat,. ,4s a rauh, the Paneb
retain thcir stnt&ral intg1lritl
loqer tlwn mog alten4tit)6
Reduces Costs
Some specifiers have soughtfre protection
by building roofing in two layen: a 5/s" gyp
sum panel laid down first for fire protection,
then conventiond plywood or 0SB applied
on top for structral stength. This two step
solution was slow and costly. FlameBreak
panels represent a clearvalue engineering
breakttrrough - cutting labor cosl reducing
construction time, and offering easier
handling. And compared to other recently
introduced fire retardant panels, FlameBreak
is significantly less orpensive.
Strength
s/s'r FlameBreak panels are available in
your choice of 3/a'r pl.wood or Tterr OSB
subsfate; bottr are APA performance rated.
3/n FlameBreak panels are avaiiable with
lslrz" plywood substrate. Since no chemical
treatnent is used on the panels, tlteir
strength is not compromised.
And the glass mat'faced
silicone feated gypsum core
reduces moisfure entry,
further enhancing strength
and durability.
Quality Asguronte
Georgia-Pacific is the world's
largest producer of building
materials, so you know the
productwill be uniform and
up to spec. Georgia-Pacific has
built a reputation for being re
sponsive, reliable, and always
shnding behind its products.
So for low flame spread,
stengfh, econolny, and tfie
assurance of GeorgiaPacifi c
quality, specify FlameBreak
with confidence.
FlameBreabn
12sns r/at space at all panel
edge and endjoin6
,4sfhalt or wood *ingla or *aha,
Follou roofng manufadurer\
recommenthtiotts for roofing felt.
Protect edges ofFlameBreah fanels
against permanent aposule to
weatherby wing dif u0 fia*ing
or uterior panel stsrtel sW.
Dcrrription:
FlameBreak fre retardant panels are composed ofAPA
Performance Rated Sheattring (E:<posure 1) bonded
to GP proprieary glrysum paneis featuring imbedded
glass mat faces and a siliconetreated core. This combi-
nation helps resist noisture. widing, urd warping.
heomrnondrd Urrr:
FhmeBreak 6re retardant panels may be used on roof
decks or whercver fre reardant materials are required
to limit fame spread- Use FlameBreak for new constmc-
tion in roof decking or in existing constnrction where
complete or full section redecking is necessary. In
other applications, check with local building officials
for code requirements and compliance.
Codc Corrplionct
FlameBreak panels have been aclnrowledged as
complying with the requirements of the Southern
Building Code Congress International (See SBCCJo
Compliance Report #9046) and the Buiiding Officials
and Code Adminisbators International (See BOCA-
ES, Inc. Research Report #92-18).
Propcrlic*
. Fre Classifed under U.L U56 test oiteria for
flame spread, 30 minute duration. Ul Constnrction
NumberNM 528.
o No chenical treahnent is used to ahin'e fre classifcation . Strengfi and stiftiess of s/a'r FlameBreak panels
o<ceed APA tslo inch plywood performance standards.
o fus1atle nsing standard roof decking tools.
o Wll not contribute to metal fistener corrosion, like
some chemically treated alternatives.
Shillirysizls ailueigb;
Thicknes PanelDimensions Approximate
Wt per Panel
74lbs.
83lbs.
Stagger
end ioinb
Coaer FlameBreah
w soon w fosihle
with roofingfelt for
atra Protution agaitst ucesiae
m o Lsture f ri o r to ro ofing
Applirotion Rcronncndclionr:
1. Support Fnaming - Mardmun spacing not to
er<ceed 24rr on center for 5/srr FlameBreak panels.
For 34r FlameBreak panels modmum spacing not h
e:<ceed 24rr (OSB) or 32" (plywood). Refur to span
indor nting stamped on panel. For low slope rooft
refer to APA Design/Consuuction guide for recor
mended marimum spans. Blocking, if required isto
be of the sane framing material
2. Decking - FlaneBreak fire retardant struchrral
panels must be installed with the g]rysum side down
(towards the roof support frzming). The long panel
axis is applied across supports with end joints
staggered. Leave % inch space at all panel efue
and end joints.
3. Nails - Use 8d common smooth or deformed
sttank nails with 5/s" FlameBr€ak panels and 10d nails
with Vrn FlameBreak panels. Space nails 6 inches
along the panel ends and 12 inches along
intermediate framing members.
4. UnderLsyment -As required.
5. Roof Corering Material - Asphalt shingies, tile
roofng, or wood shingles or shakes. Roof covering to
be insulled as specifed by roofng manuhcturer.
For comflde i&allation irll$;tnctiora, a* your
Gcorgia-Pacifo npruentdiue or cail 180A22fi119
for tuhnical asigance (I&alldioa Infuiors"
litnztare ffi21550.
Srfcty Prrrtulion:
Frber released during normal handling of this product
may cause irriltion. Avoid breadring dust and contact
witr skin and e.ves by wearing protective clothing and
gear. See FlameBreak installation instructions for fur-
ther information.
Ilcrnr Sprucd
Undmiu'l tdorocir
ll56i3d ltrt! fn hctl
The louerthe har, the
bettertheflane grud
wlue ofthe noterial
tated fumeBnah
olftndmndically
louerflame sprmd
tlnn the code requires,
iIiE
5/in
3/tu
4'xB
4rx 8l
tlsrnetrcrk' Arrhitsrturd
Spcrifirolions
Part I - General
1.1-Daoiftion:
A. Work in this scction includes, but is not
limited to suuctural rmfing pancls.
B. Relatcd wo* spccified elsewhcrc:
l. Roofing undcrlaymenr
2 Asphalt shingles.
3. Tile rcofing.
4. Wood shingles.
5. Wood shakes.
1.2-fubttifra&
A. hoduct Data
Submit manufagurcr's descripdve lircrarurc
indicating marcrial composition, thickncss,
sizs, fastcncr spacing and firc prformancc.
B. Ccrtification:
Submit manufacnrrcr's writcn ccrtification
that prcducl rncc6 fire pcrformucc rcquirc-
rrcms specified by Underwritcr's laborarorics
lcst gitcria LJL 1256.
L3 - Delioery, Stmage, and HailIing
A Delivcry:
Deliver marcrials o tlrc job site in manufac-
turcr's original packaging with manufactuer's
bord name and identificuion inuct and legible.
B. Storage and handling:
Storc and handlc maerials to proact against
.conact with damp and wet surfaccs. erposurc
to wca0rer. brcakage and damage to edgcs.
Storc panels indoors in dry location.
Part 2 - Products
21 - Stnctural Panels:
A. Acceptable producr.
Georgia-Pacific Corporadon's FlameBrcak!
fue rcurdant strucural panel.
FlameBreak'
GEORGI&PACIFIC
ASK roR lf,-
B. Grading and ma*ing:
Shca$ing conponcnt of structural pancls
shall bcar tE APA grademark or sump,
idicating gradas of matcrial and rules or
stardards under which produced and span
radngs.
C. Conposition:
Strucural roofpancl consuucted of APA
hrformance Rated Shcathing (Exposurc l)
bonded to a glass mat surfaccd grpsum panel
wfth siliconc-mated corc.
D. Sizc:
Nominal 4'4" x 8'4".
E. Thicknesscs:
s/g" and Vr" thick.
F. Firc Resisrancc:
0 fr flame spcad for l0 min. test (per ASTM
E84) and avcrage 55 ft. flame spread for 30
min. rcst when tested in accordance with UL
1256.
22 - Misellaneous Mateials:
A Fastenen:
1. s/s" t'laneBrcak panels: 8d common
smooth or deformed shank nails.
l. 3!" FlamcBrcak panels: lOd common
smooth or deformed shank nails.
3. Parrclclips: As approved by srucnral panel
manufacturcr.
Ptrt3 - Execttion
3.1 - General:
,{- Provide FtamcBrcak where iniicatcd on
drawings, using fasaning sysrcm specified.
32 - Structaml Panel InialbionAr Rnfs:
,{- Sruqural Pancl Installation:
Install FlarneBrcak pancls with gpsum side
down, toward roof franing, with long axis of
parcl perpcndicular to suPPons. Stagger end
joins over franring Leave l[" beween ends
and cdges of panels.
B. Fasrcncr Insullatiotu
l. Inssll fasaners 6' o.c. u panel cnds and
12' o.c. along inanncdiaa frarning membcn.
2 Install fastcncr hcad flush widr FlameBrcak
surfact.
Fc rore itrrnadon sbout lhes€ 8d oth€r
Creorlh-Pacific Productq coatact
Gcord!-Pacific Co,tpdltion
Podt O6ce Bq f0565
Admtr, GA 303,1&5605
For ecbaical ercisrrcc or the GP nprescotaive
ncrsi lru, call toll tue f (8m)225.61f9.
tn Georgi4 (404)987-5 f 90.
Pr! Ptoding
RamBr"rl is s rlgi$rcd radcnert of
C€orgir-Prcif ic Corycttiotr.
@l 993 Gcorgir-Prcific CorPontioo. All RiShs Rcscncd.
6769 793 Pri cd in USA
LiEls[|lr lcm No. 021525
Georgiahcific ,A
' STAt'lPttJa €EAM mCru
-
PaOF aV ',*tE+PP'AF \ mrureAur- aleL"FWnE \ eREAgn ?P.!-lEL otJ ilE1hL \ oecru,tA r41l,4e? @ \ ofwv ge1<I,l
y,!wwyffi,wtr
;irx. lLtt ate s&2b7tu€
ftEh'fe? ?tj{'l^w?
?eegr+t-
\
\
\
H'fAt
6VLau
Be'(o
oA.7'(jJo-
I
b^t4 !
PHMAAY tsEAM5
lz 7,lz .V
1
Noleg,
l,1l+z CeLtPA gi+eu'n lb
?,"FLl;ne w*rr PAIIEL ea!€tqt+
oF 6/et1 fl--ntFP ;+MI{ATEP Ta -te.6eVt eaf-tz'( ll+tt aY?- BcA RD,
l- HolJR. .
?ooF l4.eer4'LY
^Lk?€t_tocD
iretj .TapE")(rr PRYTJALL aElLlw^
7-3o BATf lr+34L -
F.OOF VeThlL
lVTt' =lt- e il
ll-11- 13
L IFTS I DE
CASCAOE VILLAGE
VAIL. COLOPADO
WATEPFOPD SITE
a
'\
'/
?/
V lu t
..i..'
t. ' "
I
I
I l
(,.ii..:iri rir.nri!,r fri.rf i /- A a6
-' - :': SHEET No --
9P
, w TFs - oareS:s:J!- ,^"*tt -
+ jtfi '4q L:T:l*
;--.- , -:,.-' :" ;-Y:l.vtt- ,,,,' 1,.'.,.' l__t i_.: '_..:a{lu-- t'.-4.,-
: \a'iou-Lt,t)1il?F"-l= fj_,, ,1 rI; ;i
,.BEt"o-t 't.-Nfr1.L-,
,- -- -:--. '-: l+j|ff-, |.'"\y-'r N\\$ ;i^;r",_TirtLehs:,.a4s:\L .''*._-.-.
: --a
lejlrHtc.K >
t i,tei i.l
;, +-_i l-1...,-.t
L4- sdd.l'
t FrF,, ' i: -.+'l
-i ._____,. ._,__ :,..ii'::,
:!f.' -- _^ -A'\ L- ,. =\-
. 9€AB/NG{.-. -,i- --+ -*
Nffi'l Y\4 :Iglll{a , -l l#,H€riiil }ll rti, --e?^.F^f! i , ;
-;-Vr- -ll1ll. '._ li[lJl"- ,t/-lJl-i'r', i-,;--lt, fr ?,
,rn,"x..:-- * --. l-'r/#, I - ?::f;v-fI/t3 -
-.-+, i .-+1-
-i
I I
Fo, p",w2 t 1 e.-,e -rfL e.,sltuiutalZl -
--A j'- i : I Tn/,v 1J5ir4)M1 *-:.":3'i \./ "dfur , r*i*l ifu.€iii ,-rl ,
't^tfi4L',
'.e.'nl_.cu,r:uEe .- U,l-l + -+;:;; -L,l .ia'iri-iio,,so - W€uft-:+
I wn''c'^I _-'."=..-)t\lr I I :+if e le"
t . ert, EAct
l' .- ''lo-z
/- 8'p4s.Jfica-8.4c-€, 4r
.i 'o--on)- i|'rF, .r'e tl' jt ?''
1y:' $taa9=e-tt"t444 $i 4,'=. : l - ? r2tf,r e,.ls -: S({nEi,'i^";'o_ .f.jf'-r,, |+;/"r#ru,3:5q{-. : F{' \ =.rl-, l'si,* :i*ii.
'.1p-c-.un-^t_:' 'l€{t_zy'stsi I '.
". ,;ll M ) ,tre Pt/iN' ,9Ea'v€rilnie;:ffffit-;,;;-,*oru ,
.: : .- . ^l--J .- .._ _l=_ __ ..[_: .F,.fr+o:."-:::"-;
//-rf C cn. YJl//:.-'t, |ffi,t V, l.: .€c+L-..:---l ''-a .1.:-. ; - '. . .-t ; 'l '- l ]-I i -[l .
^ *-,t- -
Liftside
Addendum No. 'l
Page 4
11c. Slde waIl finlshes at all passenger elevators shall be full height wood panelling to match corrldors.
11d. At passenger elevator "Att, provide waII
mounted clips and pads suitable for use
during owner moving conditions.
A-12 The design of the domestic water plumbing (Section
15400) is herein revj.sed to provide more egual
water pressure throughout the building, Drawings
P3.06 and P4.01 will be revised and reissued at a later date. Fax drawingls are provj.ded herein for
interim use ( see attached).
A-IJ Sectlon 15500 (see attached fax copy) is herein
revised to allow only fully concealed type sprinkler heads in corridors and inside the units. Side-wall and other types of heads are not
allowed without specific review and permlssion of the Architect. A11 sprinkler escutcheons and
cover plates shall be paintable (to match adjacent ceilings). Submittal process shall include the submittal of actual sprlnkLer heads for revlew and
approval .
Work defined under Section 16011 (conduit) shal1
be revised to include the requirement that all
exposed conduit in stairs A1 | A2, B and Cl be
routed in such a $ray to provide an organized aesthetic appearance. Random or haphazard
placement of conduit wiLl not be acceptable.
T.TFTCTNF
ADDENDUM NUMBER 1
MAY 5, 1993
Item I'lo. Descrlption
A-i Add the following bid alternates to Section 01030:
Alternate 4: Add or deduct for substitution of
Pennsylvania Cherry for all Birch trlm, etc., as
specified in Section 06200.
Alternate 5: Add or deduct for substitution of
the species and finishes listed below for the
Birch kitchen and living room casework specified
in Section 06410:
5a. Door panels to have cathedraL style panels.
Specj.es to be Birch as specified.
5b. Door panels to have sguared style panels as
speclfied, Species to be Pennsylvania
cherry. Finish to be cLear or stained per
approved sample.
5c. Door panels to have cathedral style panels.
Species to be Pennsylvania Cherry. Fj-nish to
be clear or stained per approved sample.
5c. Door panels to have sguared style panels.
Door finish to be white lacquer to match
Kraftmaid Cabinetry, Inc. "Radiant" style.
Sample of door finish available for viewing
upon request.
5d. Door panels to have cathedral style paneis.
Door finish to be white lacquer to natch
Kraftmaid Cabinetry, Inc. "Radiant" style.
Sample of door finish available for viewing
upon reguest.
Alternate 6: Add or deduct for substitutlon of
the wood species and door styles listed below for
the unit interior Birch doors as specified in
Section 0821 0:
5a. Door style to be 4 panel flush panel .
Species to be Birch as specified.
5b. Door style to be true 4 panel ralsed panel as
specified. Species to be Pennsylvania Cherry. Finish to be clear or stained per
approved sample.6c. Door style to be 4 panel flush panel.
Species to be Pennsylvania Cherry. Finish to
be clear or stained per approved sample.
o
Liftside
Addendum No.
Page 2
A-2
A-3
A-4
A-6
Alternate 7: Add or deduct for substitution of
Pennsylvania Cherry for all Birch flooring as
speci.fied in Sectlon 09550.Alternate 8: Add or deduct for substitution of
comparable Dornbracht fittings for all specified
Grohe fittings as specified on the plumbingt
drawings.
Alternate 9: Add for design and installation of a
central water softening treatment system to be
located in the common mechanical room.
Specifications for custom casework (Section 06410)
shall be amended so that hinges by Ju1ius Blum are required for all cabinet and casework doors, etc.Specification of Haffle hardware for the living
room TV cabinet, as shown on sheet A5.10 shall \ot be changed.
Scope of work for the standing seam metal. roofing (Section 07610) shall be expanded to include ALL
roof surf aces. Contrary to notes on sheets A31T,
A3.2 and A3.3, rakes and hip fascias shall be
standing sean instead of flat metal .
Scope of work for cast-in-place concrete (Section 03300) shall be revised to include
"rubbing out" of the inside face of all wa11s in stairs A1 , A2, B and C1 . This is due to the deletion of drywall flnishes in these stairs (see
below for related changes ) .
Scope of work for steel stud furring (Section 09261 ) shall be reduced to exclude all 1-5/8" furring at the j-nterior of stairs A1 , A2f B and Cl (see above and below for related changes ) .
Scope of work for steeL stalrs (Sectlon 05510)shall be revised so that space between stai-r runs is widened to aLlow for deletion of furring and drywall at the interior of stairs A1 , A2, B and C1
( see above and below for related changes ) .Drawings will be revised and reissued at a later
date.
o t
Liftside
Addendum No.
Page 3
A-9
A-10
al- | |
Hollow metal door frames (Secti-on 08110) at all
passenger eLevator smoke doors as listed below shall have palnted finish to match USl0B finish on
efevator door frames (Sections 142'1 1 and 1421 3',.
7a. Doors affected are:
A02, A13, A24, A31, A43, A53, A63
B05, 81 4, 823, 833, 842 col, c1 1, c21 , c33, c43
Wood and glass doors numbered A-30, B-47, B-48,
C-41 and C-42 (Section 08210) sha1l be changed to
hollow metal and glass doors (Section 08110).
Finlsh to be (or match) US10B. Submit finish
samples for approval.
Scope of work for drywall (Sections 09261 and
09262) shal1 be reduced so that all drywall at the
lnterior of stairs A1 , A2, B and C1 be deleted.Interior finish of stairwells to be rubbed and palnted concrete (see above and below for related changes). Drawings will be revised and relssued
at a }ater date.
Scope of work for painting (Section O99OO) shalI
be revised to delete texture and paint on drywal]
1n stairs A1 , A2, B and C1 (see above). Inside
wal1s of these stairs to be rubbed and painted
concrete. Prepare and paint concrete as reguired for washable and durable finish.
Elevator cab finishes, as shown on the drawings
and in Sectlons 1421 1 and 14213 shaI1 be further
def ined as f oll-ows:11a. A1I Passenger elevators to have US10B finish
at all door frames, doors, handrails (pipe
rail type), front panels and finished metal
surfaces. Ceiling to be manufacturer's standard suspended type with US10B trim.Carpet at floor to match corridor carpeting (direct glue down) (see Section 01020).11b. Back wall- finishes at passenger el-evators "8"and "c" shal-f be full width mirror above wood panel wainscot to match corridors. At elevator "Att, r,/ood, paneli.ng shall be ful1 height (no mirror).
attached to ceneral ConLractor's job site working drawinEs tor tabrication arrd ilrseallaeions
I-.OtJ SYSTEM TAYOUT A\ID DESIGN
A. Design and insEall-ation of Ehe sysE,ern shal1 conform basicarly Eo trre laLesL issues of NaEronal Fire pro-
E,ectj-or.r Assocj.at.ir.rrr lrunrlrtr1et, l_3 and 13R (Tnst.allation of Sprinkler Syseems) and 24 (Outside proC,eccion).
g' e|1 ripl--rg sha1l be hydraulicarly calculaEed per NFFA No.13 and 13R, aB appropriare. carculations sr,irr be based on the supply avaiLabl_e at the connecLion E,o Ehe city
rn.a i ;
c. Thc sprirrkler contracL.rr sl'o11 refer to the archit,ec-Eurar/ sErucEuraL, mechanieal and electricai. drawings and coordinate the system J-a1'out Eo not. int.erfere- with lighL .Llrg f ixt,ur.es and air ouE.Iers. No cuE:ing of st.uctural members sharr be arlowed without jrior approval of ArchiLesL.
D. Sprinkler pipinq shal1 be cor:ceated ab<.rve the ceiling in . linished areas.
PART ?, OO PRODUCTS
2. 0l- sPRINKl,Ei{ }IEADS
nesid.enLia.L Lype heads simi lar Eo GLove reguired in aLl residential conceaied. areas excepL parkirrg garagfe.
ADLE-\l5vtv'l I
MAI = , pn7
rl
Heads shall be concealed rype with ceiling cover place painued by E,he factory with co_Lor selecced by the arci'riLecL irr f irrished areas and. brass in eguipment ?:ooms,janitors cIoset., and parking gar.age,
ModeL J are of building
ESCUTCIiEON PLATES
A. chrome-plated escuLclreon prat,es shall be provided. where sprinkler piping passes E,hrough walli, flcors oi ceilrngs.
B. sharlow, baked enamer on mecal sprinkter heaci escutcrreons shaLl be use-d except where deeper escutcheon. are rrecessary f or heads t,o clear l-Lghe fixtures. In any case Ehe escutcheons sirarl be the same size rhroughorit ii-r.buildingr anct shatL macch eeiling decor..
1s50 0 -3
-I
t ?
rl r I GI
..g q
ll
$\
J-
I
\,r \J
(D
E x<x=J=
EE ls
fr2 h5 EO.
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
1l
I fr---l t"
o I
E lrJ
bl -
oi
LJ
s
o F
e.
F'
G.
E :{i Sl.'.
H-Hl eA-tei Bhrt
P5:d 2..
sEi
tclc ul l.J
tro?EZL
E lr,
EH;
6ulI
EEA
l3:
EPE
o.
=F gd
<=tn
14 < lrJ t !'': N ,Ea
3EH
PuF
EE:E Vl O.
1q
J
F lJI cf
(J
z.
o_t
E,o-
I
vl
H
JN
oF
6 IT
-F
F a;si
<=ua
EL
t-
5
t
Tr
ih l\l o-'o !z ol{
ctr
P
u
E &
I
IL
cl
F-(
o
a
.Os
Jlt
Sllg
U
{o ull gG 6o {,/ra
d, l tl. ct
E f
L)
u.r o|0(6-
B8
Hi
5
qt
91
o E
J
-F
trJ c]
()z
TL
o-
E o-
u il
tu u)sa ilo tn@
EI o-o
u
<f ctl
bt in qo-6o n6
EI 0-o
l!o 3
o
vdl
=E n8 UrF aEl 00
J
lrj a
IL
w
J o
ro
.l
ET
]C
c 9?
J6
Po *?
.'o o|O
F E E;FEh ::n aHe a;:go.'e Lr->
(E
.t 0,r0
ul
F?5B
Po 2
=<(r-,'o N@
6 L
|')
F
u
g
a-
+
6 IL
fo vl (L F
F br=tra
r. !{E -a
J
1-llJ o
(,z (L
o-
E.
o-
t{{(J
vt
o I
o z
o z
n
U ?r (3l
L, Ul EO-
do ltD
HT co
dJ
J
l-trl o
(9
z-t
o_
04
o-
T
t
a\a
I FN
lrJ (,
(,
ud .ro.
do 60 l!T
E3
ul v,
J
F lrt o
c)z.
L
o-
E
TL
t
c.|
h :
vt IL
ct ct
I 0
^;F
to
F
L,o
g c
I t
I *
LJ (.2r (5l
!., A qq
Uro to
cl a-a
\
+\.
a_
+\)
'\
lcc
h'
,
di"
6{1 da
9*
-.o'E.t rqt (\a It
o
n
{
v,
E L
a ?
FI
v,o.
F
F
hl
g
l!
E
(9
'i
a g
UJ
g8
E?
s.r'a NT
Ir 4
Ir,U'
E o-
t+
v1 6 o-c
t\o !oF
ufa
eg 40-
la N*
U
?(j'
h
t
s
o z
q
a_()
U'
o
1r,(J
zf dl
r.r Ot qo 6o l/, O
EI o.O
t
ti
o I
J
-r
t'-bJ o
(9 z
o-
E
E
o-
I o|
a (\.(\l
a
a
o-
E g
I
J
n|
{o
. .. .,i, FsF
B
\:
4-
+\)
\l €a)
a o-
;t I
a
A*
a t
r I
t-|r,u,
a A
g
6
Hn
fie
HT aLo
vl q
or
F lr,tl
u A
t
OT
(.'
I '-rt
to
vl g?
5g
Po *7 -.
hB
h \h .,o
J
F
Lrl o
C'l zl
o-l
CJ-!
E n
k
1 (t vl
o z
5
o Q
o z
o r)
ln
EIO 1-ttt
=9€
Ilo'-l .'o
ffi
J
F tll
c1
LrJ (-)
-->i sl
l+tl (nl
o.l lrJl FI
sl
-
e,o
g
dra 9e z t# a.J -o-Eq er
s
al 59
Fg
o Ct lr,org nd
FP
Ol}6Pf
=el EUt
IJ
E
Er
LJd go-
g8
E6 HE f,r!
Pec
EFH
gFfi
ixF
P
El?
-<Io EgE
E-"Eg
FEH;
EFFE
bI o 5 E
a
(9 z
5
o
a
@
n
c6 >E
tt at
sEi Ee'gH
;f H><6 -o
-{ -o
d3H d9o z=<
arl L,q,
€
6
o3
E
s
E
EA
frFl
gEF
fiHg
HHE
J
t-td o
(J z
o-
E
u,,
rLl
l.t n J
H
8
o z
CHEN-NORTHERN, INC.
COI{SULTItIG EI{GIIIEERS AND SC I EIITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECltl EnterDrises JoB l{0. 4 178 93-3 DATE: 5-19-94 Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F I Vail, C0 81658-3149
PRoJECT: Liftside Building, east of tlesthaven Drive and llestin Hotel , South Frontage Road lJest, Vail, Colo.
PLACET,IEIIT LOCAT IOI{ :lJal I on "A" Line.
BATCH TICKET Il{F0RllATI0l{ SUPPLIER: llestern }lobile
TRUCK N0. 117 TICKTT l{0. 0l 2325 HIX oESIG t{0. 44
TIME BAICHED: 9:33 Ail TIIIE ARRIVED: l0:10 All TIIIE PLACEO:10:22 AI.4-CU. YD. L0AD/ACCUI,|: 7/7/30
FIELD TESTII{6 I I{FORI'IAT l OI{ SAMPLE TEMP: 67 .F AIR TEilP: 60 "F
TIl,lE TEST TAKET{: 10:29 Al,l SLUilP: 3 3/4 It{. AIR C0t{TEl{T: 5.2% UET UI{IT IJEIGHT:
JOB SPECI FICATI0iIS: SLUIIP: l,tax.4 lf{. AIR COi{TEi{T: 4-8% IIAIER A0080 AT SITE -- GAL.
CYLIIIDER II{FORI.IAT I OI{
l{0. 0F CYLINDERS: 6 CYLINDER SIZE: 6"x 12" TIIIE CYLIIIDERS CAST: 10:39 Al't }IHERE CAST: 0n-5ite
CUR I IIG I IIFORI.IATIOiI
II{ITIAL CURE: On-Site FIELD STORAGE FACILITITS: Inside Trai ler
DATE RECEIVEo AT LAB: 5-23-94 BY: Carolyn Adams lill l{/ilAx
AGE
DAYS
OATE
TE STE D
TOTAL LOAO
(LBs)
OIAITETER
( I l{cHES )
AREA
(SQ IN)
COI,{P . STR.
(Psr)
TYPE OF
FRACTURE
CYL I NDER
UE IGHT
(LBs)
CYLIIIDER
UIIIT lIEI6HT
(PCF)
7
7
28
28
28H
28H
5-2 6 -94
5- Z6- 94
6-16-94
6- l6- 94
6-16-94
6-16-94
98 ,500
90,500
6.00
6.00
aa. at
?6.?1
3480
3200
con/spl i t
con/spl it
DES IGI{ STRENGTH 4000 PSI 0 28 DAYS
TESTS BY LAEoRAToRY PERS0I{NEL ARE Ili ACcoRoAtlcE tIITH APPLICABLE ASTl,l I.{ETHoDS UI{LESS 0THERWISE I{0TED
S0i.lE It{FoRllATIot{ 0F TEST REPoRT llAY BE PRoVIDED BY 0THERS
REI{ARKS:
COPIES: R.A. llel son & Associates, Inc.;
Town of Vai I ; l,restern ilobl I e;
J V A, Inc.; Gwathney Pratt Schultz;Carolyn Adams Eobby J. Hays
FIELD OBSERVER APPROVED BY
A3. nutu.l prot.ctlon to cll.hts, th. publlc and ours.lvGs. all r.porta.re 3ubmlttcd.s tha confldlent{!l prop..ty ot
cllcnt3t .nd ruthorlzrtlon for publlc.tion of 3trtdn nt3. Concluilons or.xtrrcts from or |".glrdlng our r€port3 li rlr.rvrd pendlng our rr.ltt.n rpprov.l. Srmpl.5 wlll bc dlspoaed of lftGr t.rtlng la cotlpl€ted unl.s3 other arilng.rhcnts dgr..d to ln rrltln!.
A mGnb.r ;f th. !I! group of cor$.ntas Fot''! o. CMEll3A 6191
CHEN.NORTHERN, INC.
COTISULTI }IG EI{GINEERS A}ID SCIETITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3. nutual prot.ctlon to cllanta, th. publlc ahd ouriclv.r, rll r.porti ars rubtnltt.d as th. contld,lanttal Frop.r-ty of cll.ntst lnd tuthorl:rtlon for publlc.tlon ot 3tltariant3. Concluslona or cxtr.cts froh or r.g.rdlllg our raporta l! r.sarvad p.ndlng our wrlttch.pprov.l. Sahplci wlll ba dlrpo3.d ot rttrr t.3t'lng ls cofipl.tcd unlGs3 othsr. lrr.nE.rmnt3.gr.!d to ih rr ltlng.
A mdnb.r of th. !l! gioup of corip.n'l.i Fonn No. Cl.tE113A 6/91
T0: llECll Enterorlses JoB tlo. 4 178 93-3 DATE: 5-17-94 Attn: Eustaquio Cortina
P.0. Box 3149 SHTET I 0F 3 Vail, C0 81658-3149
PRoJECT: Liftside Building, east of llesthaven D|ive and Uestin Hotel , South Frontage Road llest, Vall, Colo.
PLACET'IEIiT LOCAT IOI{ :"A" Li ne Ial]
BATCH TICKET It{F0Rl,lATI0il SUPPLIER: llestern llobile
TRUCK rio. 97 TTCKET ilo. 0l 2265 r,tIX DESIGfl l{0. 44
TIIfE BATCHED: I?:22 Pl4 TIIiE ARRIVED: l2:49 Pil TIlilE PLACED:12:56 Ptl-CU. Y0. LOAD / ACCUI4:. 7/14177+
FIELO TESTIT{G ItlFORllATI0ll SA}IPLE TEIIP: 73 "F AIR TEitP: 55 "F
TIIIE IEST TAK[I{: l:04 Pl,l SLU}|P: 4ll2 It{. AIR C0llTEt{T: 4.3X UET UI{IT }IEIGHT: 140.0
JOB SPEC I FICATIOI{S: SLUMP: Ill. AIR C0t{TEt{T: X UATER A00E0 AT SITE 20 GAL.
CYL I I{DER I I{FORI,IAT I Ot{
N0. 0F CYLINDERS: 6 CYLIiI0ER SIZE: 6'rx 12' TIME CYLINDERS CAST: 1:14 Ptl IJHERE CAST: 0n-Site
CURII{G INFORI.{ATIOI{
It{ITIAL CURE: 48 hours 0n-Site
DATE RECEMD AT LAB: 5-19-94
FIELO ST0RAGE FACILITI[S: Inside Trailer
BY: Brian Scanl an l{I N/l,lAX
AGE
DAYS
DATE
TE STE D
TOTAL LOAD
(LBS)
D I AI'IETER
( r r{cHES )
AREA
(sQ Il{)
cot'tP . sTR.
(PSI )
TYPE OF
FRACTURE
CYL I I{ DER
UEI GHT
(L8S)
CYLIT{DTR
UNIT UEIGHT
( PCF)
8A
8A
28A
zBA
284 H
28A H
5-25-94
5-25-94
6-14-94
6-14-94
6- 14-94
6- 14-94
116,000
120,500
qqA
5.98
28.09
28.09
413 0
4290
shear
con/shear
OESI6N SIREIIGTH 4OOO PsI G 28 DAYS
TESTS BY LABORATORY PERSOT{}IEL ARE I}I ACCORDAXCE I'ITH APPLICAELE ASTI'I I'IETHODS U]{LESS OTHERU]SE NOIED
SOI.IE IIIFORI,IATIOI{ OF TEST REPORT I'IAY BE PROVIDEO BY OTHER5
REi{ARKS:Punp operator indicated this load was not mixed properly.
COPIES: R.A. l{el son & Associates, Inc
Town of Vail; tdestern [lobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COiISULTI I{G EI{GIIIEERS AIID SCIEI.ITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 ! |trututl protectlon to cllcnt3, th. publlc .nd ours.lv.tt r'll r.port3 !r. subrltt.d es th. confidl.ntlrl propcrty ot cllcnt3' rhd authorlz.ltlon for Publlcltlon ot ttat.m.nt3. Conclu3lons or crtracts tro or r.grrdlng our r.ports l3 r.B.rv.d p.ndlng ool'rrltt.n lpproval, S.mf'lG5 rrlll ba dl3po3.d of.ftar tastlng l. codpllttd unlcsi athcr irrangrrnints agra.d to ln wrltlhg.
A n.mb€r ot th. !I! group of conp.nl.r Form o. CME113A 6/91
T0: litECil Enterprises JOB ll0. 4 178 93-3 DATE: 5-17-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 2 0F 3 Vail, C0 81658-3149
PRoJECT: Liftside Building, east of tJesthaven Drive and yestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI,IEIIT LOCATIO :"A" Li ne llal I
BATCH TICKET IllF0Rl.{ATI0t{ SUPPLIIR: llestern ilobile
TRUCK ll0. 150 TICKET l{0. 0l 227I l.lIX DtsIGl{ l{0. 44
TIi{E BATCHEO: l:51 PM TIttE ARRIVED: 2:30 Pll TI}1E PLACED; 2:40 Pll-CU. YD. L0ADIACCUM: 7l--
FIELD TESTITIG IIIFORI,IATIOTI SAi.IPLE IEilP: 74 'F AIR TEI.IP: 50 "F
TIIIE TEST TAKEII: 2:45 Pll SLtlliP: 3 3/4 Il{. AIR C0NTENT: 3.7X }lET UlllT I{EIGHT:
JOB SPECI FICATIOI{S: SLUtiP: It{. AIR C0tlTEl{T: X IJATER ADDED AT SITE 0 GAL.
CYL I t{DER II{FOR}IATI OII
t{0. 0F CYLITIDERS: 6 CYLIT{DER SIZE: 6"x 12" TII{E CYLII{DERS CAST: 2:55 P}l IIHERE CAST: On-Site
CUR I Ii6 I I{FORI.IATIOt{I ITIAL CURE: 48 hours On-Site
DATE RECEIVED AT LAB: 5-19-94
FIELD ST0RAGE FACILITIES: Inside Trailer
BY: 8ri an Scanlan tllt{/MM
AGE
DAYS
DATE
TESTED
TOTAL LOAO
(LBS)
OIAI.IET€R
( rilcHES )
AREA
(sQ n)
coilP . sTR.
(Ps r )
TYPE OF
FRACTURE
CYL II{DER
T'EIGHT
(LBS)
CYLITIDER
UI{IT UE I6HT
(PcF)
8B
8B
?88
288
Z8B H
288 H
5-2 5-94
5-2 5-94
6-14-94
6- 14-94
6- l4-94
6- l4-94
1 12 ,000
117,500
6.00
6.00
28.21
28.27
3960
4160
con/shear
con/shear
DESIGII STRET{oTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{NEL ARE II{ ACCORDAIICE I{ITH APPLICABLE ASTI'I I.{ETHODS UTILESS OTHERI/ISE I{OTED
SOI.IE II{FORIIATIOI{ OF TEST REPORT I.IAY 8E PROVII)EO BY OTHERS
REI.{ARKS:
COPIES: R.A. llelson & Associates, Inc
Town of Vail; llestern llobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyr Adams Bobby J. Hays
FITLD OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
COI{SULTItIG EIIGIIIEERS ANt) SCIEI{TISTS
REPORT OF CONCRETE PTACEMENT OBSERVATIONS
To; lfEcB Entefprises Jos xO. 4 178 95-3 DATE: 5'17-94 Attn: Eustsquio cort ina
P.O. Box 3149 SHEEI 3 0F 3 vait, C0 81658-3149
PRoJECT: tiftside Buitding east of Uesthaven Drive and llestin lotet. South Frontage Ro6d, Vait, Cotorado.
SPECIFICATIoIS: SLtilP: AIR collTEl{T:
SUPPLTER: uestern llobile l.llx t.D.: Al,lElExT TEIIPERATURE RAI{GE: 'F to 'F
IJATER ADDED
GAL LOIIS
20
0
3
REI.IARKS
cyt inders cast
cytinders cast
PROGRESS REPORI:
CoPIES: R.A. fletson & Associates, Inc.;
llestern llobile; J.v.A., lnc.; Tom of vai[;
crathney Pratt Schul tz;
carolm Adds
FIELD OSSERVER
Bobby J. Hays
APPROVED BY
REVOLUT Io}I
C(UXIER
CCNPLET I ONI
CUEIC YARDS
LOAO/
CI,{,LAT I VE
01 ?265
01 ?271
01 zz75
1:04 PN
2:40 Pll
3:24 Pt
1222?
1 :51
?246
12:49 Pfl
2:50 Pll
3:18 Pll
7/14177+
7/56177+
7lU/77+
IJET U}I I T
I,IEIGHT
(PCt)
140 -0 4 ltZ
3 3/4
21t4
A3 r outsal Fr6tcctlon to cllantr, tha publtc end oui3.lvca, .11 report!
.nd luthorlzrtlon loi publlc.tlon of strt.|mnts, Conclu3lons or .rt.act3 writtcn lpprovrl. Srnplc3 rlll ba dlspotad of .ftcr t..tlng l3 cortltrl.tad
A ndDb.r ot th. !l! group of codp.nl..
rre Bubnltt.d .E th. conlldantlr'l propcl.ty ot our cllcnt!,
trorn or fagardlng our icport3 lt iasarv.d pandlng our
unlaBs other arrlngatnant3 lra agraGd to ln |frltlng,
Fonr tlo, CMS114A 8/91
ar-tt f
5>
-o O .l-
f-F *o3 O.r(o
ov
P =3 .+o ,4,
=ql
no t
{i
o't E>.;< |tO'{
=n.
J|D iD +9
.5 --
3=-r!'
o -@ o 29 o3 "t
,}r-c ,l*J
to>
I
c|F o-
(.'cro ar o.=
--t
cLo
o{o @o OJ
s
o =
@
r.o
or
l\t
@
(o
@
(o
.o
@
a\t
^g
c!-
-.1
o
<'o>-ql. F+ ltl rt .l JO= -ct rn oEttt=c'C.t @x t o .+'t orqror!Ol rj-Cl J o5c 4 l iO J. ut u, o|D u,5Ct ral o a ct
5 9'
@ G
>l-- (:,
!-o6)E
v ln
I
F FI !,Po
=+B*
r=
=t!=v 3F
=2,
= !-,
F FI c.=
=v
-eo
r5
E{F! 6 !t o rct F(^'
(^t
-o
c,
!tn 5..
(rr
I gnF.
-ol ml |T|l&'{5
o al
]\t
%,
/&se
lz,to IJ lm
'rr F
o-('B
o3 3..BE Fc
o
1()
5-
L=O-5 E-;(D
(D
o-
f a io
{
o
o
o
r.]uDduor ,o dnoJ6 m oql J'o -raquuu v
.lr^orddt uolltJN .tho 6utPu.d
F.^$3.r 3! r1.^od.J Jno GqlpJr6er .ro uorJ. tl!!.rlrr Jo ruoFntluot .slu.{r.}ilE }o uo}rr3}tqnd ro} uo}1ltl.rot41nr 9ql 'tlu.}t.
,o fu.doJd Le!t!.p[ruo..ql 3r p.lttulqn..rr ilJod.J ttr rr.^l..Jno pur tllqnd .ql 'llu.]1t ol uo]lJcloJd Itnlnu I tV
Ag olr,Bl^lu ul^Uls8o 011Il
uoJarPJ 'd PaJl sltl?Pv UA[OJe3
I ls^ Jo ur,lol
zt tnqos llprd raqleag
'cuI ' 'v'A' c
elp6v Icru :ullv - 'ossv '8 uos[aI 'v 'u :s]Idol
:luodlu SS:lUgoUd
tg'I - (lLsuep roj ssaul3 r.r.ll, aneJaAY
9t'
00' I
9t' I
zr'
zz'l
?t'I
It'
7Z' I
e9'I
tt'
SI' I
9Z'I
z
I
s) uvltlu
(Jsd )
HI9N]UIS
0N08
(ilt )
sslNylIHl
ll9I S:10
(ilr )
ssltDJItll
l9vullv
(lrr )
ssSN) H1
HNHI XV}I
(ilr )
ssl )tIHl
[n[IitI]t
ulSt,|nr
3ldnvl
a Lt t'9I '9'I 8t'I ItPi qlnos Jo qlro]l .tI {ttpn tsan lo ls?l .0I 'unoS 6u1r11 'bulloao
[[en qlnos Jo qlJoil ,02
'Jootj u!el{ 'urooJpag lsai u! 'ueag lsaA 'ueag
uboJpa8 stpp!H pu? moou 6ur,r91 uaaAlaq uun 1o3
z
I
(Jrd)
II SN]O lUnls I0t{
( s8'r )
lH9l li
lu0
(ssl)
lHgl.llt rlt
Il-v 1!u0
vluv lsll dlSltnil
l'l dt{vs
t!nrvuldr{3I INI I SHv paAJasqo 10N :S|,101MVd:lUd llVUlSgnS
siloluolror lJlcoud
+9I (rld) ll-t sNlo (JSd) Hrgilluls 0N08
u!Ptd 6u!llou lollvull,toJ
alolouoltarEJg ulunl3vjnilvn
SNoIlVJI JIl3ds MU3lvll
opeJotos '1lPA '6ulPt!n8 aPlslJ!'l :lllcoud
6tIt-899I8 0C ' l.l PA
z l0 z .t33Hs tt '0N tuodlu l'lIV0 6tlt xo8 '0'd
eu I u03 olnDelsn] 'J]l :ullv
?6-9I-9 :lIV0 t-t6 8lt t '0I gof saslrdJalul Nlll'l :01
Hr9NfHls oNog oNV lI|SNfo 'ssSN)lclHI cNllooudsulJ lo luodSH
sts .|E I ls ot{v st33ilI9lE gilll]nsiloJ
.CNI ,NU3HIUON-N3HC
I F FI \,Prr qE
H?
E3
33
=Ft =F t'
=-=?F Irt !,o n -{
o @
>r-!E
--oc,I
F trl
<!>-g, . r+ irl r+ at ,.-r O 5 -crm oElrt=C,Cct ox qt o F. da ctt (rt o, Gt (n F.3 !(D.FE J.I ratr.Ul (., c'.D vl 50 rat o a cf
5
o,
Cr o E' ED
x-FO
-5 ltl
-, F.o{FO {ra,
-bt o ...rt
orE
tn
m m {(,r
I
ol rt ro 5 ot
(-tpc ooJ _to-.
or
-lDP l'o
o
o zo
1-
==oo
.t :r
.+=.|o
tco
ti
Jo
EC o=
t-o
-o
ro
O'-
o-
I
o4
- a\D {o-
FIO
o n@ o
or3
=o o|c
JJ'
PC
o4
' r\)
€oo
o-
lno
t=
J
oc o5
o t\t
FO
o c
{
|D
tzc,lDot
-tr = |
o Jr o -no @
-3
:tr ro
FQ o't O.+3t
o
=
@ @
(D @
t\)
@
@
@
@
@
@
- (:t
I
o
-'o
1 o G
3 o 1 o
o
J|o dnoJS m.ql .to Jequi.ur V
' ti^oJddr ualllJA Jno 6ulPu.d
pa^JrscJ al auoda.| Jno SulpJt6al Jo 0to-r, tlra.rlxa Jo ruollntJuoS '3luaurclrl3 ro uollrtttqnd JoJ uolltzlJoqlnt Pul rslualLt
Jo /flJ.doJd tDtluepfluor.ql 3i p.lltu|qni.ri:trod.J ltE 's.^te.Jno puD.ltqnd .ql r3lu.ltr ol uotlt.lord lrnrnu r sV
l8 Oltt3tA3u ulAU:1s80 0llIJ
uoJale3 'u parj suepv u^loref,
[ le^ tu uxol
zltnqes ll?Jd fanqleag
'3uI " V'A'f
a1p6v lcrd :ullv - 'ossv '8 uoslail 'v 'u :slld0J
:luodlu sslugOld
laals Joou
leels ]oou
99'
88'
8E'I
00'I
0l'
80'r
8E'I
EO'I
0t'
II'I
t9'I
9Z'I
0r'
8S'
€I'I
'L
t
z
I
s)w}{lu
(Jsd)
Ht9NlUlS
gN0s
(NI)
ssStultHl
ltgI sto
(ilr)
ss]ltxIHl
l9vulAY
(xr )
sslt{)3I Hr
HnilIXVll
(ilr )
SS]tUJIHI
HNHITITI
uSgHnl
l'tdtwl
tteA lsPl Jo lsaA tol 'Joou qlnos 'uea8 Joou
ttPlt lsPl Jo lsai .0€ 'joou qlJoN '6u!13a0 joou
lJo'l Jo JauJol lsa^rqlnos 'uuntof,
Joou luacsfpv Jo lsen .t
'rlloou 6u!^ll lo t tpl'l qlroil Jo t{lJoil .t 'ue38
e
a
I
(rod)
,\IISN30
(i[)
3dnts I0H
(ssr)
lHgt ltl
1U0
( ss'r )
-tHg t ltt
t ltt
zl-v l fun
vSuv rstr
dlSnnil
l'ldnvs
lunlvuldHlr rNltSltv paAJasqo 101{: SN0IlVUVdlUd :llvulSgnS
sN0I.LI0t{0J rllf0ud
+sr (Jtd) lltsNlo (Jsd) Hrg},|3dls oNog
utPtd 6u![toB u0lSvul].to3
alolouoH a3Pr9 ulunllvjnlvtl
sl{0I MlllX3ilS'lVltllv}l
oPBJo loJ ' t .PA '6u rp I tng ap tslJ !'l : I]3foud
6?lt-999I8 0l 'tleA
8 10 z l33Hs 9L '0t'l LuOdlu l'llv0 6'IE xog '0'd
eu11.roX olnbelsnl 'Jll : ullv
?6-lI-9 ;31V0 S-S6 8lI t 'olt 80C sas lJdralu:l llJlll :0-t
HI9N3HIS GNOS gNV AIISN3g .SS3N)CIHI ONIJOOHd3HIJ IO IHOdSH
slstrll3ns oilv sl33NI9N3 9N lr.'lnsNol
'cNt 'NuSHrHON'N3HC
-3aluD.uros lo dnoJ! HIH.rtl Jo Jaqur.ur v
' tr^orddr u.lllJ|. Jno tulPu.d p.^Jrs.r 3l suodr.r rno 5ulpJrE.J ro uror, tltcJll.a .ro luollnltuo] '31!.Ir.trl3 Jo uotlrtltqnd Jo, uollrtlroqlnr pui rtlu.'tt
]o ItJ.doJd LEtlu.plruoc.ql 3r p.lllu4ni.rr rlrod.J L!t 'la^latJno Pur rllqnd.ql 'slu.ttr ot uoilt.loJd trnln|l| r sV
18 03tt]Il3u d3^l3s80 013IJ
uoJauPJ 'u PaJl sulppv uf[oJP3
I lPA lo u^{ol
zt tnqcs llPrd ,(aqlPAg
'cuI ' 'v'l ' c
a1e6v 13!u :ullv - 'ossv ? uosta 'v 'u :slldo3
:lu0dtu sslu90ud
[3315 JooU 88'
8t'I
OI'I
)ll
OI'I
z9'I
OI'I
8S'I
9
s)uvltSx
(rsd)
Hl9NlUlS
0N08
(r'rr )
sslt'D3IHl
9I Sl0
(iil)
ssllt)tIHr
levulAv
(i'lr )
s sll'l)3 t Hr
NNT I XVil
(ilr )
ss3|t)3 t Hl
HNHINI}I
ulsnnl
3'ldltvl
JAUJO?
lseaL{lJoN }o lsan .9I '}oou r]uo}l '6utl3a0 Joo!
1lun pue t teH
uaaalaq [[Pll qlJoil ]o qlnos .02 'uuntol
9
I
(rld)
Al t Silt0
(z)
lunls I0t{
( ss'l)
lH9ll''l
lu0
ts8-r)
lHgt ln
13n
l8-v 1lun
vldv Lsll.
U:l8Hn|l
I tdltvs
lunlvu:ldtlll ll{l I SltV paAJasqo 101{: SNOIIVUVd]Ud ]IVUSSNS
sNolll0N0c ljlcoud
+9I (Jtd) 11t sillo (Jsd) H19N3urs o og urBtd6ulttod dolSvuLNoJ
alotouoll acerg ulunllvlnNvll
sNollvJlJI?lds'lvlu3lvll
oPeJo Io3 ' tre^'6utpt!ng aptslJtl
6tIS-899I8 0l
6tlg xo8
Pu !1Jo3 olnDPlsnl 'Jl{
sas lJoJalul
: L33C0Ud
l. !PA
'0' d
u1lV
t{3lt{ :01
S J0 g ll:lHs
t6'tI-9:llvo
'oil luodtu l'tIv0
s-s6 8tI t 'olt 80c
Hl9N3UrS ONOg ONV AJSN3o 'SS3NXCIHI 9N!JOOUdSU|J JO lUOdSU
srsIlNtIJS oNV SU33illgNl 9t{ I]]nSiloJ
.CNI .NUSHIUON.NfHC
CHEN.NORTHERN, INC.
COIISULTIIIG EIIGIIIEERS AXD SCI EIITI ST5
REPORT OF CONCRETE TEST CYLINDER DATA
Aa r mutle'l prot.ctlon to cll.nts, tha p||bllc rnd our3.lv.s, all i.port3 lra 3ubmltt.d as th. contldl.ntlrl prop.rty of
cllanta, and ruthorlzatlon for publlcrtlon of atatdnantB. Conclu!lon3 oi artrrct3 troft or rcg.rdlng our raport! l3 raaarvad p.ndlnE our |rrltt.n tpprov.l. Sftpl.s wlll ba dl3po3.d of rttlr t.3tlng ls complatad unl.3s oth.r.rr.ngstr..t5 !gr..d to ln |'rltlnc-
A rn.hb.r ;f th€ !l! group ot com?.rl.s Form iao, cl.tEll3A 5/9t
T0: ltlECl{ Enterprises JoB N0. 4 178 93-3 oATE: 5-13-94 Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F I
Vai l, C0 81658-3149
PROJECT: Liftside Building, east of l,esthaven Drive and yestin Hotel , South Frontage Road tlest, Vail, Colo.
PtAcEl.lEtlT L0CATIOtl :Footing Pad at P.8 and "I" Lines;
Finst Lift of "Arr Line llall.
BATCH TICKET II{F0RHATIoI{ SUPPLIER: lJestern }lobile
TRUCK t{0. 97 TICKET I0. 012201 ltIX 0ESICi{ ito. 44
TIIiE BATCHED: 11:59 Al4 TIilE ARRMD: 12:25 Pl,l TIilE PLACTD:12:35 Pll-CU. YD. LOAD/ACCU}i: 7/7/17+
FIELD TESTIT{G It{FoRl,lATIotl SAI,|PLE TEI{P: 66'F AIR TEIIP: 45 "F
TIIIE TEST TAKET{: 12:45 Pl,l SLUIiP: 4 It{. AIR COllTEl{T: 5.81 UET UI{IT IIEIGHT: 140.8
JOB SPECIFICATI0I{S: SLUi'lP: l,lax.4 It{. AIR COI{TEI{T: 4-8I IIATER ADDED AT SITE 0 6AL.
CYL I NDER I I{FORIIATIOI{
tl0. 0F CYLIT{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIME CYLII{DERS CAST: 12:55 P}t IIHERE CAST: 0n-Site
CURI I{G I I{FORI.IAT I OII
IIIITIAL CURE: On-Site FIELD ST0RAGE FACILITIES:
DATE RECEIVE0 AT LAB: 5-17-94 BY: Frank Potvin l{Itt/l,lAx
AGE
OAYS
DATE
TESTTD
TOTAL LOAD
(LBS)
D IAl,{EIER
( ilrcHEs)
AREA
(sQ Ir{)
coilP.sTR.
(Psl )
TYPE OF
FRACTURE
CYLII{DER
I{E I GHT
(LBS)
CYLIIIOER
UIIIT I./E I6HT
( PcF)
7
7
28
28
28
28
H
H
5- 2 0-94
5-20-94
6- 10- 94
6- l0-94
6- 10-94
6-10-94
92 ,000
89,000
5.99
5.99
28. 18
28. 10
3260
3160
con/shear
snear
DESIGII STRENGTH 4000 PsI 0 28 DAYS
TESTS 8Y LAEORATORY PERSOI{I{EL ARE IN ACCORDAiICE I'ITH APPLICABLE ASTI.I I.IETHODS UI{LESS OTHERUISE IIOTED
S0l.lE I l{F0'Rl{AT I0l{ 0F TEST REPoRT l,lAY BE PR0VIDED BY oTHERS
REI.IARKS:
COPIES: R,A. l{el son & Associates, Inc
Town of Vai l ; llestern ilobi1e;
J V A, Inc.; Gwatlmey Pratt Schultz Carolyn Adans Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISULT IIIG EIIGIII€ERS AIIO SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As r nutual prot.ctlon to cllGnts, th. publlc ahd ours.lv.s, .ll raports rr. submlttcd ri th. contldl.htlrl prop.rty ot cll€nts, and ruthorlaatlon for publlcltlon ot 3tat.mant3. Concluslon3 or axtrtcta from or rcgrrdlng our raports lr reservad p.ndlng our nrlttan rpprovsl. Srr|pl.i r{lll b. dl3poscd of rfter t.atlnE la cohpl.ted unl.i3 other lrr.ngdrants lgr.cd to ln wrltlng.
A n.nbei 6t th. !I! group ot companl.3 Fonn No, CHE113A 5/91
T0: l,lECil Enterprises JOB l{0. 4 178 93-3 DATE: 5-12-94
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F 1 Vail, C0 81658-3149
PR0JECT: L'iftstde Building, east of llesthaven Drive and l,lestin Hotel , South Frontage Road Uest, Vail, Co)o,
PLACEI.TEI{T LOCATIOTI :Foundation Pad on rrBrr Line;
Footlng Pads on "Irr Line at P.10.5 and P.10.
BATCH TICKET II{F0RMATI0I{ SUPPLIER: lrestern i{obile
TRUCK lio. 189 TICKET t{0. 0l?L78 l,tIX DESIGI{ t{0. 44
TiHE EATCHED: l:55 PM TIIIE ARRIVED: 2:28 P[,] TI],IE PLACED: 2:33 Pll-CU. YD. L0A0/AcCUltl: 717135!
FIELD TESTII{G IiIFORI.IATIOI{ SA}IPLE TEITIP: 72.F AIR TEMP: 60 "F
TIl,lE TEST TAKET{: 2:39 Pltl SLul,lP: 41/4 It{. AIR COi{TEI{T: 4.81 IJET UI{IT I/EIGHT:
JOB SPECIFICATI0NS: SLUl,lP: i1ax.4 IN. AIR COt{TEtlT: 4-8% I{ATER ADDE0 AT SITE 5 GAL.
CYL I IIDER I TIFORI.IATIOI{
t{0. 0F CYLIII0ERS: 6 CYLIIIDER SIZE: 6"x 12" TIIIE CYLITIDERS CAST: 2:49 Pil IIHERE CAST: On-Site
CUR I NG I I{FORI.IATIOI{
It{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 5-13-94
FIELO ST0RAGE FACILITIES: Inside Trailer
BY: Bi l1y Barbour l.l I l{/1.{AX
A6E
DAYS
DATE
I E5I EU
TOTAL LOAD
(LBs)
D I At.IETER
( I t{cHES )
AREA
(sq rN)
coilP. sTR.
(Psr )
TYPT OF
FRACTURE
CYtIt{DER
tJE IGHT
(LBs)
CYLIT{DER
UNIT trE I6HT
(PcF)
7
7
28
28
28H
28H
5-19-94
5- 19-94
6-9 -94
6-9-94
6-9-94
6-9-94
107 ,000
103,500
6.00
6.00
?8.?7
28.?7
3780
JDOlJ
shear
shear
DESIGN STREI{GTH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PERSOI{NEL ARE II{ AC,CORDANCE UITH APPLICABTE AST}i I,IETHODS UI{LEsS OTHERUISE I{OTED
SOI.{E II{FORMATIOI{ OF TEST REPORT I,IAY BE PROVIDED 8Y OTHERS
RE},IARKS:
C0PIES: R.A, Nelson & Associates, Inc
Town of Vail; llestern llobile;
J V A, Inc.; Glrathn€y Pratt Schultz Carolyn Adams Eobby J. Hays
FIELD OBSERVER APPROVED 8Y
CHEN-NORTHERN, INC.z 3 1091
CoI{SULTI G ENGINEERS Al{D SCIEIITISTS Tnt , n A r
REpoRr oF coNcRErE rESr .'LTNDER DAll{.Cil[{i\ti, DtV, DEPT,
MAY
T0: MECII Enterprises JOB N0. 4 178 93-3 DATE: 5-11-94
Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I 0F 1
Vail, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Drive and lJestin Hotel , South Frontage Road l{est, Vail, Colo.
PLACEIiEI{T L0CATl0t{: Second Section Vertically of llall, 0utside Radius of East Parking Core Ramp
Between Approxilately P10.5 Line and 25 Line.
EATCH TICKET Ii{F0RI|ATION SUPPLIER: lJestern Mobile
TRUCK N0. u4 TICKET N0. 012138 lrlx 0ESIGi{ lr0. 44
TII|E EATCHEO: 12:56 Pll Tll'lE ARRIVED: l:20 Pll TIIIE PLACED: 1:39 Pl,l-CU. YD. LOAD/ACCUH: 7lL4/28!
FIELD TESIII{C I I{FORI.IAT IOI{ SAI.IPLE TEI.IP: 7I "F AIR TEI.IP: 60.F
TIIIE TEST TAKEI{: 1:48 PM SLUIIP: 2ll2 lt{. AIR CONTEIIT: 4.61 }JET UtllT IJEIGHT:
JOB SPECIFICATIOT{S: SLU}IP: It{. AIR COI{TEi{T; X i/ATER A0DE0 AT SIIE 9 GAt
CYLITIDER Ii{FORMATIO
N0. 0F CYLIT{0ERS: 6 CYLIT{DER SIZE: 6"x 12" TIIIE CYLII{DERS CAST: 1:58 Pil IIHERE CAST: 0n-5ite
CUR I tIG I I{FORI.IAT I Ot{
It{ITIAL CURE: 48 hours 0n-Slte
DATE RECE M0 AT LAB: 5-13-94
FIEL() STORAGI FACILITIES:
BY: Frank Potvi n ll I N/l,lAX
A6E
DAYS
DATE
TE STE O
TOTAL LOAD
(L8s)
DIAI.IETER
( I t'rcHEs )
AR EA
(SQ IN)
coHP. sTR.
(PSI )
TYPE OF
FRACTURE
CYLINOER
I.'E IGHT
(LBs)
CYLIIIDER
UII IT t{EIGHT
( PCF)
7
7
ao
?8
28H
28H
5- 18-94
5- I8-9 4
6-8-94
6-8 -94
6- 8-9 4
6-8-94
106,000
110,500
5.99
5.98
28. 18
28.09
3760
393 0
con/sp1 i t
con/shear
DESI6I{ STREI{GTH 4OOO PSI O 28 DAYS
TE5T5 BY LAEORATORY PERSOI{I{EL ARE II{ ACCORDAilCE UITH APPLICABLE ASTI'I I'{ETHODS UNLESS OTHERIIISE NOTED
SOI4E I i{FORI.IATI OII OF TEST REPORT I,IAY BE PROVIDED 8Y OTHERS
REI.IARKS:
COPIES: R.A. l{el son & Associates, Inc.
Town of Vail; lJestern llobile:
J V A, Inc.; Gwathrey Pratt Schultz;Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVEO 8Y
p.ndlng our In wrltlng.
prot.ctlon to cll.ntr. thc publlc .nd ouri.lv.3, .ll r.gorta
.uthorlr.tlon for rubllc.tlon of rtrtaoanta. Conclualon3 or rrltten rpprov!|. Sripl.! illl be dlspo..d of altar tartlng
th. !I! group of corlprnl.s
ar. 3ubnltt.d .r th. confldt.ntlrl prop.rty of
cxtracts fro|tr or F.grrdlng our r.porti l3 r.sarvad l3 contplcted unlasr oth.r r|"rdngarrlrntr agrGcd to
Fortr| No, CMEll3A 5/91
CHEN-NORTHERN, INC.
COI{SULTIIiG EI{GI I{EERs AiID SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar. mutu!l protcctlon to cllcntr, th. plbllc and ourr.lvo.r .ll r.portr.r. rubmltt.d.i th. confldlcntlol prop.rty of
cll.nt3, .nd ruthorizrtlon for publlc.tlon of it.t.mcnts. Conclu.lon. or.xtricti froln or r.glrdlhg our rcports l3 rG6.rvad
pcndlng our wrlttch.pprovrl. Sr|nplG3 lllll b. dlipo3.d of aft.r t.itlhg l3 conpl.t.d unl.ss other irrlhg.mnt3 !gr..d to ln wrltlng.
A mGmbcr ;f thc !I! group of complnlcc aorrn No. cMElr3A 6/91
T0: MECM Enterprises J08 l{0. 4 178 93-3 DATE: 5-10-94
Attn: Eustaouio Cortina
P.0. Box 3149 SHEET 1 0F I
Vail, C0 81658-3149
PROJECT: Liftside Euilding, east of lfesthaven orive and Vestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.IEI{T LOCAT I OI{ :Footing on A Line; 63' - P.10.
BATCH TICKET II{FoRHATI0I{ SUPPLIER: lrestern l,lobile
TRUCK r{0. ltg TICKET l{0. 012114 tltx DESIGT{ t{0. 44
TIME EATCHED: 5;34 Pll TIl,lE ARRIVED: 6:00 Ptl TIiIE PLACEO: 6:05 Pll-CU. YD. LOAO/ACCUI|: 7121
FIELD TESTIi|G Ii{F0RMATION SAI{PLE TEI{P: 68 "F AIR TEMP: 66 "F
TIH€ TEST TAK€N: 6:10 Ptl SLUtlP: I Il4 llt. AIR CONTENT: 4.01 IJET UlllT UEI6HT: 142.7
JOB SPECIFICATIOT{S: SLUHP: Ill. AIR C0t{TEt{T: X UATER ADDED AT SITE -- 6AL.
CYLINDER ITIFORI,IATIOI{
N0.0F CYLIT{DERS: 6 CYLINDER SIZE: 6"x 12" TIIIE CYLIT{DERS CAST: 6:15 Pll IJHERE CAST: 0n-Site
CURII{G II{FORI.IATION
It{ITIAL CURE: 0n-Site
DATE RECEIVED AT LAB:
FIELD STORAGE FACILITIES :
BY:r,ilil/r,rAx
AGE
OAYS
OATE
TTSTED
TOTAL LOAO
(rBs)
OIAMETER
( TNCHES)
AREA
(sQ rr)
COMP . STR,
(Psr )
TYPE OF
FRACTURE
CYL I NDER
IJE IGHT
(r8s)
CYLIIIOER
UI{IT UE IGHT
( PCF)
7
7
28
?B
28H
28H
5-17-94
5-li-94
6-7-94
6-7 -94
6- 7 -94
6-7 -94
131 ,000
130,000
6.00
6.00
?8.?7
?8 .27
463 0
4 500
con/shear
con/shear
DESIGI{ STREIIGTH 4000 Psl 0 26 DAYS
TESTS BY LABORATORY PERSOT{IIEL ARE III ACCOROAT{CE I{ITH APPLICABLE ASTI,I I,IETHODS UI{LESS OTHERI'ISE I{OTED
SOI'IE IIIFORI.{ATIOII OF TEST REPORT MAY BE PROVIDED 8Y OTHERS
REMARKS:
CoPIES: R.A. t{elson & Associates, Inc.;
Town of Vail; llestern llobile;
J V A, Inc.; Gwathmy Pfatt Schultz;Brian Scanlan Sobby J. Hays
FIELD OBSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COI{SULTII{6 EI{GI IIEERS AI{D SCTEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 a hutual py'ot.ctlon to cll.ntt' th. publlc dnd ourr.lvaa. .ll rcport3 .r. iobl||ltt.d e3 tha conl'ldl.ntlal proplrty ot cllcntt, and authorl2!tlon tor publlcatlon ot 3t.t.mantr. Conclualons or axtrrcts froft or ragerdlnq our rGport3 lr ra3.rved pcndlng our wrltt.n.pprov.l. Sampl.. !,1'll b. dlspo3.d ot rttGr taatlng l3 compl.t.d unl.ss 6th.r irrengcrnints agr..d to in var'ltlng.
A m€hb.r ot th. HIH group ot comp.nlca Fort|l t{o. Cl,lE1t3A 6/9t
T0: lilECll Enterprises JOB l{0. 4 178 93-3 DATE: 5-5-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 1 VaiI, C0 81658-3149
PROJECT: Liftside Buildlng, east of tJesthaven Drive and lJesti n Hotel, South Frontage Road Uest, Vail, Colo.
PLACEIIEIIT LOCATI 0l{ :Footing Pad and Lorvest Section of Radius.
EATCH TICKET INFofll,lATIoll SUPPLIER: llestern llobile
TRUCK t{0. ll9 TICKET t{0. 012040 i X DESIGfi N0. 44
TII'fE BATCHED: 2:28 PA TII{E ARRIVED: 2:46 Pl,l TIltlE PLACED: CU. YD. L0AD/ACCUI|: 7/7/21!
FIELD TESIITIG II{FORI.{ATIOI{ SA}IPLE TE}iP: 64 "F AIR TEITIP: 50'F
TIME TEST TAKEII: --- SLUIIP: --- Itl. AIR C0l{TEt{T: --- X trET Ui{IT UEIGHT:
JOB SPECI FICATIOi{S: SLUi{P: It{. AIR COtlTEt{T: X I,ATER ADDED AT SIIE -- 6AL.
CYL ITIOER IIIFOR}iAT IOII
t{0. 0F CYLIT{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIl.lE CYLITIDERS CAST: --- IJHERE CAST: On-Site
CURI116 I I{FORi,IAT IOt{
Il{ITIAL CURE: 24 hours On-Site
DATE RECEMD AT LAB: 5-6-94
FIEL0 STORAGE FACILITIES: Inside Trailer
BY: Frank Potvi n l.{l ll/}lAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
D IAI'IETER
( r r{cHEs )
AREA
(SQ IN)
cot{P. sTR.
(Psr)
TYPE OF
FRACTURE
CYLIIIDER
T'EIGHT
(LBs)
CYLINDER
UI{ IT IJE ]GHT
(PCF)
I
7
28
28
28
28
5-12-94
5- 12-94
6-2-94
6-2 -94
6- 2 -94
6-2-94
107,500
110,500
(qa
6.08
28. 18
29.03
3 810
3810
snear
shear
DESIGT{ STREiIGTH 4OOO PSI O 28 DAYS
TESTS BY LABoRAToRY PERSotltlEL ARE It{ ACCoRDAIICE gITH APPLICABLE ASTl.l iIETHoDS UIILESS oTHERUISE ll0TED
SOIIE I IIFORI.IAT I OII OF TEST REPOR,T HAY BE PROVIDED BY OTHERS
REIIARKS: l{o air or slump stest were perfonned, as we vJere not i nforined of this concrete placenent until
we were on-site for backfill observation.
C0PIES: R.A. l{el son & Associates, Inc
Town of VaiI; tlestern liloblle;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Eobby J. Hays
FIELD OESERVER APPROVED BY
CHEN-NORTHERN, INC.
COI{SULTIIIG Et{GI I{EERS AiID SCIETITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A. ! nutual prot.ctlon to cll.nti, th. publtc rnd ours.lvat, rll r.ports rr. iubmlttad it th. co|lfldl.ntlrl ProPerty of
cllchts, and authorlzrtlon tor publlcation ol rtrtsrc.tr. Conclu.lons or cxtrtctt fro|t| or r.grrdlng our rcPortt {3 r.s.rv.d
pcndlng our- {rltt.n rpprovll. S.rnpl.s wlll b. dlipo3ad ot eft.r tcttlng l3 co plGtGd unlris oth.r rrr.ngdFntc .gr..d to
ln ,rltlng.
A m.mb.r ;f th. HIH gr.orrp of codp.nl€s Font flo. ctlEll3A 6/91
T0: llEcl,l Enterprises J08 l{0. 4 178 93-3 DATE: 5-4-94
Attn: Eustaquio Corti na
P.o. Box 3149 sHEET I oF I
Vail, C0 81658-3149
PROJECT: Liftside Building, east of lJesthaven 0rive and l,lesti n Hotel , South Frontage Road lJest, Vail, Colo.
PLACEI.{EIIT LOCATIOI{ :Footing Pad at P.6 and C Lines.
BATCH TICKET I ilF0Rl,lAT I0il SUPPLIER: lJestern Hobile
TRUCK lto. 189 TICKET rio. 011992 MIX DESIGT{ tlo. 44
IIl,fE EATCHED: l0:18 AM TIIIE ARRIVED: l0:38 All TIHE PLACED:10:4? All-CU. Y0. L0A0/ACCUI|: 6/L?/Lz
FIELo TESTII{G ItlF0RMTIot{ SAMPLT TEilP: 64 "F AIR TE[P: 45 "F
TII'IE TEST TAKEII: 10:52 Atr{ SLUHP: 21l2 Il{. AIR CoNTENT: 5.0X llET UNIT IJEIGHT:
JOB SPECIFICATI0IIS: SLUMP: Iil. AIR C0I{TENT: X ITATER AODED AT SITE 3 GAL.
CYL I IIDER I IIFORIIATION
tlo. 0F CYLIII0ERS: 6 CYLII{DER SIZE: 6"x 12" TIHE CYLIT{oERS CAST: --- I,HERE CAST: 0n-Site
CURII{G I I{FORMATI OII
ItllTlAL CURE: 48 hours
DATE RECEIVEO AT LA8:
0n-Si te
5-6-94
FIELD STORAGE FACIL I T IES:
8Y: Frank Potv in tllfl/MAX
AGE
OAYS
OATE
TESTED
TOTAL LOAD
(LBs)
O I AI.IETER
( IilCHES)
AREA
(sQ Iil)
COI{P . STR.
(PSr )
TYPE OF
FRACTURE
CY L I NOER
lIE IGHT
(LBs)
CYL i t{DER
UI{ IT VEIGHT
( PCF)
28
28
28
1A
5-ll-94
5-11-94
6-l-94
6- 1-94
6-1-94
6-l -94
113 , 500
119,000
5.99
6.00
28.18
28 .27
4030
42t0
col umnar
col umnar
DESIGI{ STREiIGTH 4000 Pst 0 28 DAYS
TESTS BY LABORATORY PERSOIII{EL ARE II{ ACCOROAI{CE I'ITH APPLICABLE ASTI.I I,iETHODS UIILESS OTHERYISE NOTEI)
SOI{E I IIFORI'IAT I OI{ OF TEST REPORT I,IAY 8E PROVIOED BY OTHERS
REITIARKS:
CoPIES: R.A. l{el son & Associates, Inc
Town of Vail; llestern l{obi]e;
J V A, lnc.; G*athrcy Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
CHEN-NORTHERN, INC.
cot{sutTI ir6 Er{GIl{EERs Ar{0 sctEl{TIsTs
REPORT OF CONCRETE TEST CYLINDER DATA
Ai I mrturl protcctlon to cll.ntr, th. publlc.nd oureolv.!. .ll r.port..r. rubmltt.d 13 th. confldl.ntl.l prop.rty of
cllanta, and .uthorl.tlon for publlcrtlon ol 3t.t.m!nt!. Concluilona or.xtrrctt from or rcgardlhg our r.por't! lr r.!.rv.d pandlng our vrrltt.n approvrl. S.mpl.3 illl br dl.po3.d of !ft.r t.3tln9 l. compl.tcd unlcir oth.r .rrlngGm.ntr !gr..d to ln wr'ltlng.
A m.mb.r of th. !I! group ot conprnlcr For||t No, Cl4€lr3A 6/91
T0: l{ECll Enterprises JOB ll0. 4 178 93-3 DATE: 5-3-94
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I Vail, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Drive and lJestin Hotel , South Frontage Road l{est, Vail, Colo.
PLACEI'IE}IT L0CATIOI|: Footing Pads on B Line at P.8 and P.9 Lines:
This 'load was olaced ln first lift in Pad at P.9.
BATCH TICKET Il{F0RllATI0ll SUPPLIER: !/estern l,lobi]e
TRUCK ilo. 16l TICKET r{0. 01 197? ilIX DESI6 lto. 44
TIIfE EATCHED: l:08 Pl,l TII{E ARRIVEO: l:25 Pl{ TIME PLACED: 1:28 P}|-CU. YD. L0AD/ACCUH: 7/7/21+
FIELD TESTIIIG I I{FORI.IAT I OI{ SAHPLE TEI{P: 63 "F AIR TEITP: 35 "F
TII|E TEST TAKEN: 1:34 Pl{ SLUIIP: 2 3/4 It{. AIR C0t{TEtlT: 4.4X VET UtllT ITTEIGHT: 143.2
J08 SPECI FI CAT I0l{S: SLUI{P: It{. AIR C0t{TEt{T: I TJATER ADDED AT SITE 0 GAL.
CYLIIIOER I I{FORI,IAT IOt{
tlO. 0F CYLII{OERS: 6 CYLII{OER 5lZE: 6"x l2' TII{E CYLITIDERS CAST: l:44 PH I,HERE CAST: On-Site
CURI l{6 I tlF0Rl,lAT I0t{
ItIITIAL CURE: 48 hours 0n-Site
DATE RECEMD AT LA8: 5-5-94
FIELO STORAGE FACILITIES: Inside Trailer
BY: l,lark Jensen lllt{/l,lAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
DIAMETER
( r NCHES )
AREA
(sQ Ir{)
cor,tP . sTR.
(Psr )
TYPE OF
FRACTURE
CYL I Ii DER
UEIGHT
(LBs )
CYLIIIOTR
UNIT I,/E IGHT
(PCF)
7
I
28
28
28
?8
5- l0-94
5- 10-94
5-31-94
5-3t-94
5-31-94
5-31-94
105,500
117,500
6.08
5.98
29.03
28.09
3630
4180
shear
shear
DESIGII STRTTIGTH 4000 PSI O E8 DAYS
TE5T5 BY LABORATORY PERSOIII{EL ARE III ACCOROATICE VITH APPLICAELE A5TI4 I4ETHODS UIILESS OTHERYISE I{OTEO
SOI.,IE IIIFORI,IATIOII OF TEST REPORT I,IAY 8E PROVII)ED BY OTHERS
REIIARKS :
CoPIES: R.A. llelson & Associates. Inc
Tolrn of Vail; tlestern llobile;
J V A, Inc.; Gwattnny Pratt Schultz Carolyn Adams Eobby J. Hays
FIELO OBSERYER APPROVEO BY
XEC,0t{Ay r 6lgga
I
CHEN-NORTHERN, INC.
CONSULTII{G EII6I I{EERS AI{O SCIEIITISTs
REPORT OF CONCRETE TEST CYLINDER DATA
A3 r iutual prot.ctlon to cll.ntr, th. publlc .nd o!r!.lv.t, .ll r.port, rr. 3ubdltt.d rt th. contldl.ntl.l proP.rty ol
cllanta, rnd ruthorlz.t{oc ,tot gnbllcrtlon ol 3t.t.lt|ar113. Conclu3lont or axtrrct3 fro|s oi iegrFdlng our r.Ports l3 r.r.rvld
p.ndlht our rr"ltt.n .pprov.l. Srrplrr rlll b. dlrpor.d ot.ft.r t.3tlng ls cotnpl.t.d unl.tt oth.r .Frlhg.nhnt. .gr'..d ro
In wrltlng.
A i.n|b.r ;t th. ts!! group of coiprnl.i for xo. c €113A 6/91
T0: llEClt Enterprises J08 tl0. 4 178 93-3 0ATE: 5-2-94
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET 1 0F I Vail, C0 81658-3t49
PRoJECT: Liftside Building, east of Vesthaven Drive and llestin Hotel, South Frontage Road lJest, Vail, Colo.
PLACTI,IEI{T IOCATIOI{ :Pad at B and P.lo Line.
EATCH TICKET ItlFORt'tATtOt{ SUPPLIER: llestern l'lobi I e
TRUCK 0. 189 TICKET l{0. 011952 tllx DESIGII ll0. 44
TIilE BATCHED: I?:?L Pl4 TIIIE ARRIVE0: 12:43 Pt4 TIIIE PLACED: l:10 Pl'l-CU. YD. LOAD/ACCUI{: 717/14
FIELt) TESTI t{C IIIFORMATION
TII{E TEST TAKEN; 1: 14 Pl'l
JOB SPECI F ICATI OII5:
SL Ut{P
SLUI.IP
2 3/4 Il{.I .
AIR
AIR
SAI{PLE TEHP:
C0t{TEtlT : 4. 6X
COI{TENT: X
64 "F AIR TEIIP: 30 .F
UET UI{IT t,EIGHT: t4?.4
T'ATER ADDED AT SITT -- GAL.
CYLII{DER IIIFORMAIIOII
l{0. 0F CYLINOERS: 6 CYLII{DER SIZE: 6"x 12" TI}IE CYLIiIDERS CAST: l:24 Pll IIHERE CAST: 0n-Site
CI',RING I FORI.IAT I OI{
II{ITIAL CURE: 0n-Site FIELD STORAGE FACILITIES: Inside Trai ler
OATE RECEIVED AT LAB: 5-5-94 8Y: t{ark Jensen l'll N/l'lAX
AG6
DAYs
DATE
TESTED
IOTAL LOAD
(L85)
OIAMETER
( I r,lcHEs )
AREA
(sQ IN)
cof{P . srR.
(PSI)
TYPE OF
FRACTURE
CYL I TIDER
I./E I6HT
(LBs)
CYL INOER
UNIT YT IGHT
(PcF)
I
28
28
28
28
5-9 - 94
5-9-94
5-30 -94
5-30-94
5-30-94
5-3 0-94
97,500
99,500
5.98
5.99
28.09
28. 18
34 70
3530
shear
shear
OESIGII STRET{GTH 4OOO PSI € 28 DAYS
TESTS 8Y LABORATORY PERSOI{IITI ARE II{ ACCORDAI{CE I{ITH APPLICAELE ASTi.{ MTTHOOS UIILESS OTHERI.IISE I{OT€O
SOI{E II{FORHATIOI{ OF TEST REPORT IIAY BE PROVIOID BY OTHERS
RE}IARKS:
COPIES: R.A. l{elson & Associates, lnc
Town of Vail; tlestern llobile;
J V A, Inc.; Gwathrcy Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
Itlr,',.nrL-ir;;r.iglgg4
CHEN-NORTHERN, INC.
coflsuLTmG EltG tEExs AltD scI EltT t sls
REPORT OF CONSTRUCTION ACTIVITIES
T0: HECH Enterorises JOB l{0. 4 178 93-3 DATE: 4-28-94
Attn: Eustaouio Cort ina
P.0. Box 3149 Vail, C0 81658-3149 DAITY REP0RT N0. 63 SHEET 10F 1
PROJECT: Liftside Eui lding east of Uesthaven Drive and llestin Hotel , South Frontage Road lJest, Vai'l , Colorado.
ITEATHER C0t{0ITI0t{S AND TEI.,|PERATWE
COI{TRACTOR'S COI{STRUCTIOTI ACT IV I TI E5
PERSOTII{EL:
MAJOR EQUI P}|EI{T:
ACTIVITITS:
CHEII-NORTHERI{'S SITE ACT I VITI ES
The contractor had recompacted top lift of material placed late in the afternoon of April 27,
1994, prior to placing the first lift of dredge rock material today. This lift was placed and
compacted on "A" Line between P,7 Llne and P.l0 Line. l{aterial arrived on-site containing
adeduate mol sture.
Several feet of this backfill rnaterial was placed without our observation between this date
and report of last observation.
The contractor also ranped fill material dom betrveen the east parking ramp core and retaining
wall north of "A" Line. Fill material was placed from approximatel y elevation 56.0' to 58.0'.
Two additional lifts were placed and adequately conpacted between P.7 Line and the east rarnp
core. The contractor is also rsnovi ng lagging on the bottom of shoring wall as backfill is
placed.
VEREAL COI.II,IUIIICATTOI{ I'ITH COTITRACTOR, EI{GII{EER, ARCHITECT, OUI{ER
COP IES:
J V A,
R.A. l{el son & Associates, Inc.Inc.; Gwathney Pratt Schul tz
Carolyn Adams
FIELD OBSERVER
Fred R. Cameron
APPROVED BY
A3. Duturl protactlon to ellant3, tha p|rbllc and ourtalvaa, alI r.portt .r. tub ltt.d.s th. confld.ntl.l proprrty of our cll.nt3r rnd
ruthorlz.t'loi lor publlcatlon of 3trt.m.it. Conclurlora or..rtrrcti liorn or ragardlng our raporta la raaarvad pandlng our rrltt.n.pprov.l.
S.mpl.r Flll b. dlipo..d of.tt.r t.itlng lr corDl.t.d snl.i. oth.r |rrrngdn ntr rr. .gr..d to ln nrltlng.
A m.mbrr of th. llM group ol comprnl.t
CHEN.NORTHERN, INC.
coftsljLT I IG EI|G |EERS AlrD SCTEITTTSTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: llECll Enterprises J08 N0. 4 178 93-3 DATE: 4-28-94 Attn: Eustaquio Corti na
P.0. 8ox 3149 Vall, C0 81658-3149 DAILY REPORT tl0. 63A SHEET I 0F I
PROJECT: Liftside Building east of llesthaven Drive and yestin Hotel , South Frontage Road Uest, Vail, Colorado.
VEATHER COI{DI T IOI{S AIID TEI.IPERATURE
CONTRACTOR'S COIISTRUCTIOI{ ACTIVITIES
PERSOI{tIEL:
HAJOR EQUIPI.IEI{T:
ACTIVITIES:
CHEt{-IIORTHERTI'S SITE ACTIVITIES
trlhile on-site for other material testing, we noticed that the contractor was insta'l ling
exterior sheathing rnaterial in area of west wa11 of Unit B-51. This area is noted as a below
minimum thickness fireproofing test on "A" Column in exterior wa11. Ro'lling Plains had planned
on resprayi ng this column when scaffolding was erected prior to instal'lation of exterior rock.
Since Ro1ling Plains was not on-site, R.A. Nelson personnel applied an additional layer of
fireproofing material on the west side of this col umn which brought thicknesses up to
sDeci fi cat i ons .
VERBAL COI.II.IUIIICATIOI{ IJITH COIITRACTOR, EI{GIIIEER, ARCHITECT,otrtlER
COPIES: R.A. llel son & Associates. Inc.
Fred R. Cameron
APPROVED 8Y
A3 e nuturl Prot.ctlon to cllantt. tha publlc rnd o!r3.lv.r, rll r.port. rro 3ubnltt.d.r th. contld.ntlrl EroD.r.ty of our cll.ntt, drd ruthorlaatlon for Publlcatlon of ttrt.m.nt. Conclurlonr or.xtrrctt froi! or r.glrdlng our ioport! lr r.r.rved iendlng-our wFltt.n rpprovrl.S.nplca wlll.b. dlrpo..d of rftci t.3tlng lr complct.d unlo3. oth.i .rrrng.mcnt3 .i. .gF..d to ln wrltlng.A n ilbcr of th. !I! group of cdip.nl.3
CHEN-NORTHERN, INC.
colrsrjll r lrc ElrGll{EERS AND SCIEilTISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: l{E0ll EnterDri ses JOB t{0. 4 178 93-3 DATE: 4-29-94
Attn: Eustaquio Corti na
P.0. 8ox 3149 Vail, C0 81658-3149 DAILY REP0RT l{0. 64 SHEET I 0F I
PRoJECT: Liftside Building east of tJesthaven Drive and yestin Hotel , South Frontage Road Uest, Vail, Colorado.
I{EATHER COIIOI T IOIIS AIID TEI.IPERATURE
COiITRACTOR'S CONSTRUCTIOII ACTIVI TI ES
PERSONT{IL:
MAJOR EQUI PI,IEI{T:
ACTIVITIES:
CHEII _ NORTHERI{ ' S SITE ACTIVITIES
Since our last visit to the site, the contractor had stockpiled enough imported backfill
material to place a 6-inch to l0-inch lift south of "A" Line. llaterial was spread and
compacted whi le we were observing.
Two more lifts were placed and compacted today. Compacti on appeared adequate and vras achieved
with Hyster Vibratory Sheepsfoot. Imported backfil l naterial contained moisture and was fairly
uniform in content.
llaterial was olaced between "A" and "C" Lines and between P.6 and P.9 Lines.
VEREAL COiIT{UiI I CAT IOI{ IIITH COI{TRACTOR, EiIGIIIEER, ARCHITECT,0H ER
CoPIE5: R.A. l{el son & Associates, Inc.
Fred R. Cameron
APPROVEI) 8Y
As. mstu.l prot.ctlon to cll.ntt, thr publlc end ouraalvaa, rll r.ports .r. .uhnl tt.d ar thr confld.ntlrl prop.rty of our cll.nt3, end althorlzatloi for publlc.tlon of st.tr|neirt. Concluiloni or.xtr.ct6 iio or r.g.rdlng our" r.rportr Ir r.scrv.d p.ndlng olr rrrltt.n rpprov.l.
S.mplc. rlll b. dltpor.d of.ttcr t..tlng la cofipl.t.d unl.3. oth.r rrrahg.nrnts !r..gr.ed to In wrltlng,
A mcmb.r ot th. !Il! group of conprnl..
CHEN.NORTHERN, INC.
cofts-lJLTt ltc ElrGttEERs AlrD sctEltTIsTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: ilEct{ Enterprises J08 ll0. 4 178 93-3 DATE: 5-2-94 Attn: Eustaquio Corti na
P.0. 8ox 3149 Vail, C0 81658-3149 DAILY REPORT N0. 65 SHEET t 0F I
PRoJECT: L'iftside Building east of llesthaven Driye and Uestin Hotel , South Frontage Road Uest, Vail, Colorado,
IJEATHER COIIDITIOI{S AND TEI,IPERATURE
COTITRACTOR'S COIISTRI,CTIOII ACTIVITIES
PERSOIINEL:
}IAJOR EQUIPI'IEI{T:
ACTIVITIES:
CHEN-I{ORTHERI{'S SITE ACTIVITI ES
Liftside was working under blizzard conditions uhen *e arriyed this morning. The contractor
had placed first lift and nas in process of compacti ng dredge rock fil'l nnterial south of "A"
Line at approximately P.8 to P.10 Lines. Footing grade steps up to elevation 62.3' at
approximately Line P.10.3 and dredge material has been placed to within 6 to I inches of that
elavation. l,laterial had good moi sture and adequate cor$)aetive effort is being applied with
Hyster V ibratory Sheepsfoot,
VERBAL COI{i{UiI I CAT I OII IJITH COI{TRACTOR, EI{GII{EER, ARCI{ITECT,0t,l{tR
COP IES:
J V A,
R.A. l{el son & Assocl ates, Inc.Inc.; Gwatlmey Pratt Schul tz
Carolyn Adams
FIELD OBSERVER
Fred R. Cameron
APPROVED BY
Aa a nutu.l prot.ct{oh to cll.ht3, tha publlc rnd csB.lv..r .ll r.poFtr.r. auhrltt.d .r thc confldcntl.l prop.rty ot our cIl.nt3, rnd
authorlzetlon for publlc.tlon ot rtrt.n nt. Concluslon. or.rtr.ct3 fro|i or raEardlng o{f r.port3 l3 r€3.rv.d pendlng our wr{ttan rpprov.l.
SMplcB |'lll b. dlrpo!.d of aftrr t.3tlng lr cohpl.t.d unl.ri other rrrrngait nt. rrc rgr.cd to ln wrltlng.
A hsnbcr of th. HIH group ol companl.3
CHEN.NORTHERN, INC.
cdtsuLt I ltc EltGttEERs Axo sctEltTtsls
REPORT OF CONSTRUCTION ACTIVITIES
T0: llEcl{ Enterprlses JoB l{0. 4 178 93-3 DATE: 5-3-94
Attn: Eustaquio Corti na
P.0. Box 3149 Vail, C0 81658-3149 DAILY REP0RT tl0. 66 SHEET 1 0F I
PROJECI: Liftside Building east of llesthaven Driye and tlestin Hotel , South Frontage Road l,lest, Vail, Colorado.
I.'EATHER COI{DITIOIIS AIID TEI,IPERATURE
CONTRACTOR'S COI{STRUCTIOII ACTIVITIES
PERSOI{t{EL:
ilAJOR EQUIPHEi{T:
ACTIVITIES:
CHEI{-NORTHERN'5 SITE ACTIVITIES
The contractor placed and compacted imported backfill material south of "A" Line and in area
of footing pads on "8" Line on Grid Lines P.9 and P.8. l.lateri al had adequate compact'ive effort
applied by Hyster Vibratory Sheepsfoot.
The pads at P.9 and P.8 xere poured this afternoon.
VERBAL COI,IMUI{ICATIOI{ I'ITH COTITRACTOR, EI{GII{EER, ARCHITECT, OI.'I{ER
COPIES:
J V A,
R.A. l{el son & Associates, Inc.Inc.; Gwathney Pratt Schul tz Town of Val I ; I
I
Carolyn Adams
FIEL() OBSERVER
Fred R. Cameron
APPROVED 8Y
At. mutual prot.ctlon to cll.ntr, th. publlc.nd olrirlv.r, .ll i.portr rr. rutmltt.d !r th. confld.ntlrl proP.rty ot our cIl.nt3r .nd
.uthorlzatloi tor publlcrtlon of 3trt.m.irt, Cohclurlon! or.xtrrctr from or reg.r'dlng ouF r.ports Ir ras.rv.d P.ndlng our wrltt.n .PProY.I.
Slnplas wlll b. dl3pos.d of.ft.r. ta3tlng I5 conpl.t.d unl.ss other .rrrngqr.ntt rrc agr..d to lh wrltlng.
A |t|.tnbcr ot th. EI! group of co|nprnle!
CHEN.NORTHERN, INC.
collslrLl lltc EllGlllEERs AlrD sclExTlsls
REPORT OF CONSTRUCTION ACTIVITIES
T0: l'lECl'l Enterprises JOB l{0. 4 t78 93-3 OATE: 5-4-94 Attn: Eustaquio Corti na
P.0. Box 3149
Vai'l , C0 81658-3149 DAILY REP0RT t{0. 67 SHEET I 0F I
PR0JECT: Liftside Building east of llesthaven Drive and llestln Hotel , South Frontage Road llest, Vail, Colorado.
I{EATHTR COIIDI T IOI{S AI{D TEI.IPERATURE
COI{TRACTOR'S COIISTRUCTIOI{ ACTIV I TIES
PtRS0t{ilEL:
l,lAJ0R EQUIPMTNT:
ACTIVITIES:
CHEII-I{ORTHERI{'5 SITE ACTIVITIES
Contractor was placing dredge rock backfill material around the southeast radius of east
parki ng ramp core.
They also recountoured the area in the northeast radius of the ramp core and recompacted
naterial with a large Eollag for continuous footing pad (steps) and outside core vall.
VERBAL COl,lllull I CAT I0ll IJITH COiITRACT0R, EllGIllEER, ARCHITECT, Ot'r]{ER
COPIES: R.A. llel son & Associates, lnc,
J V A, Inc.; Gwatlmey Pratt Schultz
Carolyn Adams
FIELD OBSERVER
Fred R. Carneron
APPROVED BY
A.. mutu.l prot.ctlon to cll.ntr, th. publlc rnd ourt.lv.3. rll raporti arc auh rltt.d r. th. contld.ntl.l prop.rty ot our cllantr, and authorlzrtloh ior publlcatlon ol itrtaiaht, Conclullon3 o|. a,(tracta from or r.gardlng o|rr raport3 Ir ra3.rv.d pandlng our wrlt?an approvrl.Srhpl.r illl b. dlrpo..d ot.ft.r t.stlng li contplct.d unlaa3 oth.r .rr.ngcr.nt. aro .gr..ad to ln lir.ltlng.
A nEmb.r of th. EI! group of comp.nl.r
CHEN-NORTHERN, INC.
coIsuLTIIG EITGIIEERS AID SCt EI|T I STS
REPORT OF CONSTRUCTION ACTIVITIES
T0: HECi{ Enterprises JoB t{0. 4 178 93-3 DATE: 5-5-94 Attn: fustaquio Corti na
P.0. 8ox 3149 Vail, C0 81658-3149 DAILY REPORT tl0. 68 SHEET I 0F I
PROJECT: Liftside Building east of lresthaven Drive and lJestin Hotel , South Frontage Road llest, Vai1, Colorado.
I{EATHER COTIDI TIOI{S AIID TEI.IPERATURI:
COI{TRACTOR'S COI{STRUCT I OI{ ACTIVITIES
PERSOI{I{EL:
ilAJ0R EQUIPI,IEi{T:
ACTIVITIES:
CHEI{-I{ORTHERN'S SITE ACTIVITIES
Today the contractor concentrated on placing backfi'll material on the east and southeast side
of the east parking ramp core.
l,lore of shorlng wall on "A" Line was renoved and fill was compacted under the rennining wall
wlth a small Bollag Vibrating Sheepsfoot.
VEREAL COI.II,IUI{ICATIOII YITH COI{TRACTOR, EII6IIIEER, ARCHIIECT, OIJIIER
COPIES:
J V A,
R.A. llel son & Assoclates, Inc.;Inc.; tuathtey Pratt Schul tz;
Carolyn Adams
FIELD OBSERVER
Fred R. Carpron
APPROVED BY
At. iutu.l prot.ctlon to cll.nta, th. publlc rnd osir.lv.., .ll r.portr rl.. 3ubmltt.d rr th. confld.ntl.l prop.rty ot our cll.ntr. and luthorl4tlon for publlcatlon of atrtri.nt. Cohclurlor. or.rti.ctt fron or i.grrdlhg ouF r.portr lt rararvad pandlng our l{rlttan approvrl.SAnplat wlll ba dl3poaad of.ft.r t..tlng l. co pl.t.d unl.rr oth.r .rrrngm.ntr rr..gr..d to In Hrltlng.
A mdnb.r of th. !I! group of coripanl.r
CHEN-NORTHERN, INC.
cdts[rlT I llc EllGIllEERs AllD sclE]lTIsTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: llECi{ Enterorises J08 t{0. 4 178 93-3 DATE: 5-6-94
Attn: Eustaquio Cortina
P.0. Box 3149 Vail, C0 81658-3149 DAILY REPORT tlO. 69 SHEET 10F I
PR0JECT: Liftside Building east of yesthaven Drive and Uestin Hotel , South Frontage Road lJest, Vail, Colorado.
YEATHER COI{OITIOI{S AII[) TEI,IPERATURE
COiITRACTOR'S COTISTRIICTIOTI ACT IV IT ITS
PERSONI{EL:
IiIAJOR EQUIPI,IEI{T:
ACTIVIIIES:
CHE N- IIORTHERII ' S SITE ACTIVITIES
The centractor is finishing area between Lines P10.5 to PIl.3 south of "A" Line in preparation
for pfacemnt of concrete on llay 9, 1994, A.l'1. Also, several lifts of imported "dredge" rock
material was placed and compacted, P.6 and P.9 Lines and "A" Line and recently poured concrete
Dads on "9" Llne.
Shoring timbers are being removed as backfi'l'l is placed on "A" Line.
Fill was placed up to approxlmate elevation 63.0 feet.
VERBAL COI.II,IUIIICATI()}I UITH COI{TRACTOR, EIIGITIEER, ARCHITECT, OI'I{ER
COPIES: R.A. llel son & Associates, lnc.;
J V A, Inc.; Gwatlnrey Pratt Schultz;
Carolyn Adans
FIELD OBSERVER
Fred R. Cam€ron
APPROVED BY
Ai r muturl pr.ot.ctlon to cll.ntrr th. publlc.nd ourr.lv.., .ll r.po.t..r. iubctltt.d !r th. confld.ntl.l proplrty of ou.r.cll.nt3' rld
.uttt"ii.iitoi tor publlc.tlon of rirtrereit. Conclurlonr or citractr irofi or r.g.rdlng our r.portE Ir r.s.rvGd p.ndlng ourlirltt.h approv.l.
Sln|plrr wtll b. di!po..d ot.ft.r t.!tlng lt cofipl.t.d unl!33 oth.r.Fr!ng.m.ntt .r. trgFc.d to ln wrltlng.
A |r| nb.r of th. !.!! group ol codp.nl.t
CHEN.NORTHERN, INC.
coNsiuLT I ltc ExGII|EERS Alto sctEftTtsrs
REPORT OF CONSTRUCTION ACTIVITIES
T0: llECll Enterprises JOB tl0. 4 178 93-3 DATE: 5-9-94 Attn: Eustaouio Cortina
P.0. Box 3149 Vail, C0 81658-3149 DAILY REPoRT N0. 70 SHEET l0F I
PR0JECT: Liftside Euilding east of l{esthaven Drlve and yestin Hotel , South Frontage Road llest, Vail, Colorado.
YEATHER COIIDI T IOTIS AI{D TEI.IPERATI'RE
COI{TRACTOR' S COIISTRUCTIOI{ ACTIVITIES
PERSOIII{EL:
I.IAJOR EQUIPHET{T:
ACTIVITIES:
CHE II-NORTHER N ' S SITE ACTIVITIES
lre arrived on-site for an early concrete pl acsnent which was postponed for lack of inserts in
steel .
The contractor requested that we observe an excavation at the base of ramp on the northwest
corner to determine $ether they had reached natural soils at bottorn of excavation. 0.
Schriner with R.A. llel son a'lso observed this excavation and agreed that natural soils were
exposed. The area observed was located at approxinately P5.5 Llne and "C" Line. Several areas
behind bottom of shoring walls at P.6 Line were also observed and determi ned to be in natural
states.
Additional backfill (dredge rock) was placed
and concrete pads on "C" Line.
tle also observed contractor using trackhoe to
down to underneath bottm of shoring wall
replaced rith dredge rock and compacted with
and compacted between approximately P.6+ and P.8
remove loose natura'l naterial whioh had sloughed
between Lines P.5 and P.6. This rnateri al was
smal'l Eollag Sheepsfoot.
VERBAL Coltl.iUNICATIotl yITH C0}|TRACT0R, Etl6Ii{EER, ARCHITECT, oUtlER
COPIE5: R.A. Nelson & Associates, Inc.
J V A, lnc.; Gwathney Pratt Schultz
Carolyn Adams
FIELD OESERVER
Fred R. Cameron
APPROVEO BY
As a ituturl prot.ctlon to cllrnta, tha publlc rnd ouri.lv.i, rll r.port..r. 3ubrnltt.d rr th. confld.ntl.l prop.rty ot ou-r cll.nt., rnd
ruthorlzatloir lor Dubllcrtlon of itatanFnt, Conclualont or axtracts frmor regrrdlng our raporta l3 raaarvad pahdlng our'|{rltt€h approvlI.
Sr|nDl.s wlII b. dl3po3.d of aftar taitlng la co pl.t.d unl.sB oth.r rriang.|![ntr !r. rgr..d to ln |{rltlng.
A ndrb.r of th. !!!! group oi conprnl.t
CHEN.NORTHERN, INC.
co[suLT mG EI|GD|EERS AllD SCIEITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: HECl,l Enterprlses J08 ll0. 4 178 93-3 DATE: 5-11-94
Attn: Eustaquio Corti na
P.0. 8ox 3149 Vail, C0 81658-3149 DAILY REP0RT tl0. 7L SHEET 10F I
PR0JECT: Liftside Euilding east of \testhaven Drive and ttestln Hotel , South Frontage Road \lest, Vail, Colorado.
YEATHER COIIOITIOIIS AND TEi{PERATURE
COIITRACTOR' S C,Ofl STRUCTIOI{ ACT IV ITIES
PERSOTII{EL:
}.IAJOR EQUIPilENT:
ACTIVITIES:
CHEI{-NORTHERTI'S SITE ACTIVITIES
Contractor had placed an addltlonal lift of imported dredge rock material and it appeared to
have been adequate'ly compacted. Thls area was between approximately P.6 to P.8 Lines and "A"
Line and existing concrete pads on "C" Line. l,laterial is up to approximately elevation 6515
Contractor also had us observe a smalI excavati on at "1" Line and approxirnately P10.5 Line
which had been excavated to bedrock ln preparation for a levelling course of concrete.
Concrete pads 3'x3'x5' are to be placed along "l" Line at specific intervals.
The contractor is presently excavating for a bike path and we are to perform density testing
on both subbase and road base nnterials possibly as early as Friday, l'lay 13, 1994.
Another snal] excavation at P10 and "1" Lines was observed to be down to bedrock for a
levelling course of concrete. Another smal I foundati on pad will be placed at this point.
VERBAL COI4I.IUI{ I CAT I OIt ITITH COI{TRACTOR, EIIGII{EER, ARCfIITECT, OtJt{ER
COPIES:
J V A,
R.A. t{el son & Associates, Inc.
Inc. ; Gwathney Pratt Schultz
Carolyn Adams
FIELO OBSTRVER
Fred R. Cameron
APPROVEO BY
As. tt|utull protactlon to cll.ntr, th. publlc.nd ourt.lv.t' .ll r.poFtt .ra aubnltt.d rs thc confld.ntlal prop.rty of ou-r cll.nt!, rnd
iuttroiiiittoir lor ptlbllcatlon of riatrrnrirt. Concluilon! or.rtrrctr iron or regardlng our r.portr li r.t.rv.d p.ndlng out" |irltt.n .pprov.l.
Slmplat valll ba d{ipoi.d of.ftcr. t..tlng lr cotnpl.t.d un-l.ir oth.r rrrangaft.ntt rrc.gr..d to ln wrftlng.
A rnambar of th. EI! group of cotiprnl.3
CHEN.NORTHERN, INC.
collsulr I lrc EltGlxEERs A{D scrElltsrs
REPORT OF CONSTRUCTION ACTIVITIES
T0: llECll Enterprises J08 l{0. 4 178 93-3 DATE: 5-12-94 Attn: Eustaqui o Corti na
P.0. Box 3149 Vail, C0 81658-3149 DAILY REPoRT tlo. 72 SHEET 10F ?
PRoJECT: Liftside Euilding east of Llesthaven Drive and lresti n Hotel , South Frontage Road Uest, Vall, Colorado.
T'EATHER COIIDITIOI{S AI{D TEHPERATURE
COI{TRACTOR'S COI{STRUCTIOII ACTIVITIES
PERSOI{ilIL:
HAJOR EQUIPI,III{T:
ACTIVITIES:
CHEI{- IIORTHERII ' S SITE ACTIVITIES
ThecontractorisconcentrdtingonexcavatingbikepathandHlllnotneedtestinguntil Fri day,
l.lay 13, 1994 at the ear'l i est.
Two small excavations on "1" Line at P.8 and P.6 Lines are prepared for a levelling course of
concrete in preparation for footing pads.
VEREAL COHIIUI{ ICAT IOII t{ITH COIITRACTOR, EIIGIIIEER, ARCHITECT,0y ER
C0PIES: R.A. ilel son & Associates, Inc.
J V A. Inc.; Gwathney Pratt Schultz Town of Vai l; I
I
Carolyn Adams
FIELD OBSERVER
Fred R. Cameron
APPROVED BY
A3. muturl Fiot.ctlon to cll.nttr th. publlc.nd our3.lv.r, .ll r.ports r!.3ub61tt.d 13 th. contldantlll propcrty of our c]lant3, lnd authorlzrtlon lorprbllcrtlon of rt.tGn nt. Cohclurlont or.xtrlct. lroin or r.grrdlhg our r..port! l3 r.lcrvad i.natlng our wilttan lpproval.S.npl.3 xlll b. dl3por.d ot aft.r t.rtlng lr cofipl.tad ||nl.it oth.r.rr.rnge|n.nta ar. rgr..d to ln rrltlrg,
A mdib.r of th. llII gFoup of corhprnl.3
=
o ,
;
acl
c|
=a)ov
I
@
t\
o J q,
o
tu
o d,
-f lr-oro
I (\I (\I
rat lJ lr,-.. ut lr,l
ct AI
crt .o ctt -cD
@aa ]\O F. CL u.,<td
OJ
-H 6Ct o rD
oc o
CL trl 4
.:-=o
;'>
EE
Eo-
?z
EE 69
CL lrl e il
r!
=.F !Odr C, rf t^oo 6rl lr.FOl I .r- 5-f@ L Ct'..1 r.)cL t' (r) rct g.P Fl o, l, xco .ar50 ElrlEO lr,l Ct 14 e E EQ-(J +,lll+, . fi, (5 -<c> -F{a J 1{o=F6
o
qt
:t
.,!-ct '
=|!
tu
o
F o
E
E'I E
L
o,
o
o
o
o
!P
d,
;E'
=
It
o
o
Ol
!o
tu
o L 9
o,
r€
!0r_h;RE e3
l 3 .E; #'g =
=g' co o nE 6., q
E9l u-
o
E
]
ot ,
o
a,
C'
rf lJ-
<rr O
I 6.t Fl
|.t lrl lr,l -.. rrl lrl
a FI
aY) .o crl z <tr
6d,ho .< CL l.l lfd
OJ
-H oao o a
d,o
CL lrl 4
.:-=o E-
i=
FH
EE
?=
E-tr 6P
CI
lJ.t e
E
nt
=+r !ocn c, <t ul oo (t Ut.FC'r I .e 5{@ ! 9-r l''a-6 c', ro a+t o(,x@ .P=O gtrJ60 lrJ (J lrl E E sO-(J +r nF lrl +, .6 a5 -< e,> -a J ..H
FE
I$l;*:
lrL '
l4AY 2 7 iF9 {
T 0v - c0 l.t.rvt lffiffi$t'? lJ-l' F#hJiT,t
REPORT OF CONCRETE TEST CYLINDER DATA
T0: MECH EnterDrises J08 l{0. 4 178 93-3 oATE: 4-27-94
Attn: Eustaouio gorti na
P.0. Box 3149 SHEET 1 0F t
VaiI, C0 81658-3149
PR0JECT: Liftside Building, east of lJesthaven Drive and lrestin Hotel , South Frontage Road tfest, Vail, Colo.
PLACEI,IEIIT LOCATIOII:East Panking Ranp Core, Upper Half.
EATCH TICKET IilFoRtlATIotl SUPPLIER: l{estern Hobile
TRUCK tio. 189 rlCKEr I0. 0I 1869 lllx DESIGN t{0. 44
TII{E EATCIIED: 9:44 All TIME ARRIVED: 10:17 M TIIIE PLACED:10:22 All-CU. YD. L0AD/ACCUil: 7/28/ZB
FIELO TESIITIG II{FORI.IATIOII SAI,IPLE TEI,IP: 6I "F AIR TEI.iP: 30 .F
Tll,lt TEST TAKET{: 10:28 AM SLtll'lP: 3 lt{. AIR C0t{TEt{T: 4.9MET Ul{lT UEIGHT:
J08 SPECIFICATI0i{S: SLUtlP: llax.4 Il{. AIR CONTEI{T: 4-81 VATER ADDED AT SITE 4 GAL.
CYLIIIDER I TIFORI.IAT IOI{
N0. 0F CYLIT{DERS: 6 CYLIIIDER SIZE: 6"x 12" TII{E CYLITIDERS CAST: UHERE CAST: on-Site
CURI I{G II{FORHATIOI{
ItlI T I AL CURE: 48 hours
DATE RECEIVEO AT LA8:
0n-si te
4-29-94
FIELO STORAGE FACILITIES:
BY: Frank Potvin llll{/HAX
AGE
DAYS
DATE
IESTED
TOIAL LOAD
(L8s)
DI AI.IETER
( Ir{cHES )
AREA
(sQ Il{)
COHP.sTR.
(Psr)
TYPE OF
FRACTURE
CYLIIIDER
!,EIGHT
(L8s )
CYLII{DER
UIi IT IJE l GHT
(PcF)
7
7
28
?a
z0
28
5-4-94
5-4-94
5-25-94
5-25-94
5-?5-94
5-25-94
98,500
99 ,000
127.500
132,000
127,s00
122.500
6.08
b. ul
6.09
6.00
6.00
6. l0
29.03
28.37
29. 13
28.27
?8.27
29 .??
3390
349 0
4380
4670
4510
419 0
snear
shear
con/spl i t
con/spl i t
con/split
con/spi i t
DESIGI{ STREiIGTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE ItI ACCORDAT{CE YIIH APPLICABLE ASTI.I I.IETHODS UI{LESS OTHERI{ISE IIOTED
SOI.IE II{FORI.IATIOII OF TTST REPORT T{AY BE PROVIDED BY OTHERS
REMARKS:
COPIES: R.A. l{el son & Associates, Inc
ToHn of Vai I ; t{estern l,lobi le;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adarns Eobby J. Hays
FIELO OBSERVER APPROVEO BY
Ai i nutual protrctlon to cllantr, tha pobllc
cllcnt3. lnd ruthorlzrtlon loi pqbllc.tlon ot pcndlng orr |{rltt.n .ppr"ov.l. Sanpl.3 rlll ba ln rrltlng.
A mdnb.r ot th. HIH group of co.nprnlaa
rhd our..l vai ' all raport3
3trtaoEnt3. Concl u3l ont or
dl.po3cd of rft.r t..tlng
.r. sub|rlttad a3 thc confldl.ntl.l propcrty ot
artiacts froir or ragrrdlng our rcportt ll r.tcrvcd lr cotrpl.t.d qnlatt othar rrrangqlcntr rgra.d to
Form No. cl.lEl l3A 6/91
CHEN.NORTHERN, INC.
COIISULTII{G ENGIIIEERS AIIO SCI ENTI STS
REPORT OF CONCRETE TEST CYLINDER DATA
As. mutual protcction to cllont3, th. publlc rnd ours.lvast .ll rrport3 era rlbmltt.d.s th€ confldlcntlal propcrty of
cli€nt6, and authorlzltlon for publlc.tlon of 5tltam.nt3, Concluglons or cxtract3 trom or ragrrding our r€ports ls rcscrvcd pending our wrltt€n approval. S.mpl.s wlll be dlspos.d of.ft.r t.stlng ls compl.tad unl... oth.r lrrrhgdn€nts lgraed to ln rrl t I ng.
A memb€r of the !.1! gnoup of companl.3 Forrn No. CMEll3A 6/91
T0: ltfECll EnterDri ses JoB N0. 4 178 93-3 DATE: 4-27-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F r Vail, C0 81658-3149
PR0JECT: Liftside Buildlng, east of lJesthaven Drive and l{estin Hotel , South Frontage Road lJest, Vail, Colo,
PLACEMEIIT LOCAT I OT.I:East Parking Ranp Core, Upper Half.
BATCH TICKET It{F0RllATI0t{ SUPPLIER: tlestern l'lobi le
TRUCK t{0. 189 TICKET N0. 0l 1869 l'llx DESIGN tlo. 44
TIME BATCHED: 9:44 AIII TIME ARRIVED: IO;17 AM TIIITE PLACED:10:22 AM-CU. YD. LOAD/ACCUi.I: 7/?8128
FIELD TESTITIG INFORMATION SAiIPLE TE}IP: 6I "F AIR TEHP: 30 "F
TIl.lE TEST TAKE : 10:28 AM SLUMP: 3 It{. AIR C0t{TEtlT: 4.9% llET Ui{IT UEIGHT:
JOB SPECIFICATI0NS: SLUlilP: It{. AIR CONTEIIT: X tdATER ADDED AT SITE 4 cAL.
CYLINDER I I{FORMAT IOI{
N0. 0F CYLITIDERS: CYLIT{OER SIZE: 6"x 12" TIIIE CYLINDERS CAST: IIHERE CAST: On-Site
CUR I I{G I NFORI,IATIOI{
INITIAL CURE: 48 hours 0n-Site
DATE RECEMD AT LAB: 4-29-94
FIELD STORAGE FACILITIES :
BY: Frank Potvi n lll /l,lAX
A6E
DAYS
DATE
TE STE D
TOTAL LOAD
(tBS)
D I AI,IETER
( rNcHEs)
AREA
(sQ rr{)
COMP. STR,
(PSJ )
TYPE OF
FRACTURE
CYL II,IDER
lIE IGHT
(LBs)
CYLINDER
Ut{lT I,EIGHT
(PcF)
I
7
2B
2B
28H
28H
5-4 - 94
5-4 -94
5- 2 5-94
5- 2 5-94
5- 2 5-94
5-25-94
98,500
99 ,000
6.08
6.01
29.03
z6.Jt
3390
3490
snear
snear
DESI6N STREI{GTH 4000 Psl @ 28 DAYS
TESTS BY LABORATORY PERSONNEL ARE IIi ACCORDANCE VITH APPLICABLE ASTI.I },IETHODS UI{LESS OTHERI{ISE i{OTED
SOI,IE I FOR}.IATIOI{ OF TEST REPORT MAY 8E PROVII)ED BY OTIIERS
REI.IARKS:
COPIES: R.A. f{elson & Associates, Inc
Town of Vai I ; I'lestern l'lobi 1e;
J V A, inc.; Gwathmey Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
COIISULTING Ei{GI I{EERS AI{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar. mtrt||rl prot.ctlon to cll.ntr, thr p{btlc rnd ours.lvat, .ll rcporti ar. rubnltt.d !! th. contldl.ntlal propcrty ol
cll.nti, rnd ruthorlzrtlon for publlcrllon of 3t.tdn ntr. Conclu3lon3 or.xtr!ct3 f.om or r.gardlng our rlportt l3 r.3.rvcd
p.ndl|rg our |{Fltt.n rpprov!1, S.mpl.r nlll b! dl.por.d ot rtt.r t.rtlng {r conpl.t.d unl.5. oth€r rrrlng.nlnts dgr.sd to
ln wrltlng,
A |||srb.r ;t th. !I! group ot comp.nl.i Forrn No, CHE113A 5/91
T0: ltECl'l Enterprises J08 l{0. 4 178 93-3 DATE: 4-19-94
Attn: Eustaoui o Corti na
P.0. 8ox 3149 SHEET I 0F 2
VaiI, C0 81658-3149
PRoJECT: Liftslde Building, east of Uesthaven orive and Uestin Hotel , South Frontage Road l{est, Vail, Colo.
PLACEHENT LOCATIOTI:Stai r stai r treads core "A",
BATCH TICKET Ii{FoRllATIol{ SUPPLIER: Uestern ilobile
TRUCK ll0. ll7 TICKET t{0. 0l 1771 UIX DESIGII 0. Stair Dan mix 44
TIHE BATCiIED: 8:38 Al,l TIIIE ARRIVED: 9:05 AH TIIIE PLACE0; CU. YD. L0A0/ACCUi'|: 7/7/14
FIELO IESTIIIG I }IFORI.IAT I OI.I SAIiPLE TEI.IP: 68"F AIR TEI'IIP: 45"F
TIME TEST TAKET{: 11:05 All SLUIIP: 5 l}1. AIR COl{TEtlT: t{A I lJtT Ut{lT IIEIGHT: llA
J08 SPECIFICATIO S: SLtlllP: 4 It{. AIR C0NTEiIT:4-8 X I,ATER A0DE0 AT SITE GAL.
CYtIiIOER ITIFORI.IATIOII
t{0. 0F CYLIiIOERS: 6 CYLIIIDER SIZE: 6"x 12" lll,lE CYLITIDERS CAST: Il:15 IIHERE CAST; On-Site
CUR I I{C I IIFORI.IAT I OI{
INITIAL CtiRE: 48 hours on-Site
DATE RECEIVED AT LA8: 4-?f-94
FIELD STORAGE FACILITIES:
6Y: Frank Potvl n IlIN/l'lAX
DAYS
OATE
TE STE D
TOTAL LOAD
(LBS)
DIAI.IETER
(IilCHES)
AREA
(SQ IN)
cot{P . sTe.
(Psr )
TYPE OF
FRACTURE
CYLII{DER
IIE I GHT
(L8s)
CYL I NDER
UI{IT lIE I6HT
(PcF)
7A
28A
284
284
28A
4-26-94
4-26-94
5- 17 -94
5- l7 -94
5-17-94
5-17-94
71 ,500
B2,500
120,000
118,500
114,000
113.000
6.08
6.08
6. 08
6.09
6.00
6.00
?9.03
29.03
29.03
29.13
?8 .27
28 .?7
267 0
2840
413 0
4010
4030
4000
shear
snear
con/shear
con/shear
con/shear
con/shear
DES IGI{ STREI{GTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOIIIIEL ARE Iil ACCORDANCE I,lITH APPLICABLE ASTI,I I.IETHODS UNLESS OTHERUISE I{OTED
SOI,IE II{FORI.{ATION OF TEST REPORT I{AY BE PROVIDED BY OTHERS
REMRKS :
C0PIES: R.A. lielson & Assoclates, Inc.; I
Town of Vatl; Yestern llobile; I
J V A, Inc.; GrvathrEy Pratt Schultz; I Carolyn Adams Bobby J. Hays
FIELD OESERVTR APPROVEO 8Y
CHEN-NORTHERN, INC.
COTISULTII{G ENGINEERS AIID SCIEI{TIST5
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECl,l Enterprises J08 l{0. 4 178 93-3 DATE: 4-19-94
Attn: Eustaoui o Cortina
P.0. Box 3149 SHEET 2 0F 2
Vall, C0 8165!-3149
PROJECT: Liftside 8ui1din9, east of Uesthaven Drive and Uestin Hotel , South Frontage Road tlest, Vail, Colo.
PLACEl,lEtlT LOCATIOI{: East Core }lal I Parking Ramp; Sampled at First Floor and Lower Half.
BATCH TICKET IllF0Rl{ATIOt{ SUPPLIER: l,estern llobile
TRUCK ilo. 150 TICKET 0. 0l 1782 ttIX DE5t6l{ N0. 44
TIIfE BATCHED: 2:31 Pl{ TIME ARRIVED: 2:50 Ptl TIME PLACED: 3:04 Pll-CU . Y0 . L0AO/ACCUI| : 717128
FIEL0 IESTIIIG IltF0RllATI0ll SAI,IPLE TEIIP: 70'F AIR TEl,lP: 55"F
TIIIE TEST TAKEII: 3:18 Pltl SLUIIP: 31/2 lll. AIR C0tlTEl{T: 5.37 IJET UiIIT IIEIGHT: t{A
J08 SPECIFICATIOT{S: SLUIIP: 4 It{. AIR C0NTENT:4-8 Z I{ATER ADDED AT SITE 0 GAL.
CYL IIIDER I TIFORI.IATION
l{0. 0F CYLITIDERS: 6 CYLIT{OER SIZE: 6"x lZ" TIIIE CYLITIDERS CAST: 3:28 PH VHERE CAST: On-Site
CURIN6 IIIFORI.IATIOII
II{ITIAL CURE: 48 hours 0n Site
OATE RECEIVEO AT LAB: 4-21-94
FIETD ST0RACE FACILITIES: Tra'il er
BY: Frank Potvin l{ I t{ /t{AX
AGE
DAYS
DATE
TE STEO
TOTAL LOAD
(LBs)
D I AI.IETER
( r NCHEs )
AREA
(sQ It{)
COMP . STR.
(Psr )
TYPE OF
FRACTUR€
CYL II{DER
I'E IGHT
(LBs)
CYLII{DER
UNIT UEIGHl
(PCF)
7B
7B
288
?88
288
288
4-?6-94
4- 25- 94
5- 17-9 4
5- 17-94
5-- t 7 -94
5-t7-94
95,000
95,500
128,000
130,500
125,000
132 ,000
5.99
5.99
6.09
6.09
6. 08
6. 00
28.18
28.18
1!.LJ
29. l3
29.03
28.21
33 70
3390
4390
4480
4310
4670
snear
snear
con/shear
con/shear
con / shea r
con,/ Shea r
DESIGI{ STRII,IGTH 4OOO PSI O 28 OAYS
TESTS BY LABoRAToRY PERS0i{I{EL ARE Ill ACC0RDAI{CE trlTH APPLICABLE ASTII l'lETHooS UlltESS 0THERUISE I{0TED
SOI.IE I I{FORI.{AT ION OF TEST REPORT MAY BE PROVIDEI) BY OTHERS
REiIARKS:
COPIES: R.A. l{elson & Associates, lnc.; I
Town of Vail; Uestern ilobi'le; I J V A, Inc.; Gwattmey Pratt Schultz; I Carolyn Adams Sobby J, Hays
FIELD OESERVIR APPROVEO 8Y
A6. mltu.l protactloh to cll.nt3, th. publlc lnd ourrllvlr. !ll r.port3 .r! culhltt.d !3 th. confldl.ntl.l propcrty of
cl'l.nta, rnd ruthorlzltlon tor publlcrtlon of st.tdr.nt3. Conclu3lon! or axtrrct3 from or r.g.rdlng our report3 l6 r.t.rv.d
pcnd{n9 our rfltt.n.pprov.l. Sanpl.s wlll ba dlspos.d of ift.r t.rtlng {. cornplctcd unl.:!' othcr .rrlng.i.nti rgr.cd to In wrlt{ng,
A m€mb.r of th. !!! group ot corifr6nlcs for'n No. CMEll3A 6/9r
CHEN.NORTHERN, INC.
COTISULTIN6 EI{G I I{EERS AtiD SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
At r nlturl prot.ctlon to cll.nti. th. publlc rnd our3.lv.r, .ll r.portt.r. rubnltt.d r. th. conttdl.ntl.l proparty ot cll.'|tr, and authorlzttlon to'. public.tlon ot ttatanantt. Conclutlona or.rtrtctr froo or rag..dlh9 oqr r.portr lt rararv.d p.ndlng our l{rltt.n rpproy.l. S|!|pl.r wllt ba dltpotcd ol .ft.r t.rtlhg lr cotnpl.t.d uhla.r ath.r irrang*rintr .gr..d to ln ||rl tl n9.
A i|.|nb.r ot th. !I! group ot cohp.rl.r Forn No. CH€!I3A 5/9t
T0; llECll Enterprises JOB ll0. 4 178 93-3 0ATE: 4-19-94
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F 2
Vail. C0 81658-3149
PROJECT: Liftside Building, east of tlesthaven Drive and l,lesti n Hotel , South Frontage Road Vest, Vail, Colo.
PLACEI,I€I{T LOCAT IOI{ :Stair core "A". stair treads
BATCH TICKET t llF0RllAI I0t{ SUPPLIER: l,lestern llobile
TRUCK t{0. ll7 TICKET N0. 01 l77l lllx DESIGI{ ll0. Steir pan nlx 44
TIME EATCHED: 8:38 All TIHE ARRIVED: 9:05 Afl TIl,lE PLACED: CU.Y0.L0AD/ACCUI|: 717/14
FIETD TEST1IIG IIIFORI.IATIOI{ SAilPtE TEilP: 68"F AIR TE}IP: 45"F
TIME TEST TAKEII: ll:05 Al'l SLUIIP: 5 lll. AIR C0tlTEl{T: l{A I llET Ul{lT IJEI6HT: llA
J08 SPEC I FICATI0I{S: SLultlP: 4 ltl. AIR C0tlTEllT:4-8 I VATER ADOED AT SITE 6AL.
CYL I TIDER I iIFORI.iAT I OII
ll0. 0F CYLINDERS: 6 CYLINOER SIZE: 6"x 12" TIl.lE CYLINOERS CAST: l1:15 VHERE CAST: On-Slte
CURI t{G I IIFORI{AT IOII
INITIAL CURE: 48 hours 0n-5ite
DATE RECEIVED AI tAB: 4-?1-94
FIELD STORAGE FACILITIES:
BY: Frank Potvi n HIIi/MAX
AGE
OAYS
DATE
TE STEO
TOTAL LOAD
(L8s )
D I AIlE TER
(tr{cHts)
AREA
(SQ ItI)
c0l1P. sTR.
(Psl)
TYPE OF
FRACTURE
CYL IIIDER
TIE IGHT
(LBs)
CYLII{OER
UilIT VE I6HT
(PcF )
7A
7A
28A
284
28AH
28AH
4-?6-94
4^26-94
5- r 7-94
5-17-94
5-- 17-94
5- l7-94
7/ ,500
82 , s00
6.08
6.08
29.03
29.03
267 0
2 840
shear
snear
OESIGII STRETIGTH 4OOO PSI O ?8 DAYS
TESTS BY LABORATORY PERSOI{NEL ARE II{ ACCOROAI{CE IIITH APPLICABTE ASTII I{TTHOOS UI{LESS OTHERVISE NOTEO
SOIIE ITIFORHATION OF TEST REPORT I.IAY 8E PROVIOED BY OTHERS
REHARK5:
C0PIES: R.A. ilelson & Associates, Inc.; I
Town of Vail; lrestern ilobile; I J V A, lnc.; Gwathrcy Pratt Schultz; I Carolyn Adams Bobby J. Hays
FIELO OBSERVER APPROVEO BY
CHEN-NORTHERN, INC.
CONSULTII{G EI{GINEERS AND SCI EIITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 a l||utull protection to cllents, the public and our3alves, all reports ar€ submltted as the confldi€nticl proparty of cli€nts, .nd.uthortzation for publicrtion of rtltan.nt3, Conclu!lons o. oxtr.ct3 frorh or regrrdlng our r.porti l3 FcscrvGd p.ndlng our written lpprov.l. Samples will be dl3poi.d of .fter testing l3 compl€tad unl€t3 other arrang€h;nt3 rEra.d to
A mcmbcr 6f the HIH group of colnFanles Fom ro. CMEtl3A 6/9t
T0: l.lECl.l Enterprises JOB N0. 4 178 93-3 OATE: 4-19-94 Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET 2 0F 2 Vail, C0 81658-3149
PROJECT: Liftside Euilding, east of |lesthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEMETIT LOCATI0N: East Core !lal1 Parking Ramp; Sampled at First Floor and Lower Half.
BATCH TICKTT ItlF0RtlATI0N SUPPLIER: llestern lloblle
TRUCK NO. 150 TICKET t{0. OI 1782 I.IIX DESIGN NO. 44
TIME BATCHED: 2:31 Pt{ TIME ARRIVED: 2:50 PM TIME PLACED: 3:04 PM-CU. YD. LOAD/ACCUM: 7/7/2e
FIELD TESTING INFORilATI0tl SAIIPLE TEIIP: 70'F AIR TEIIP: 55'F
TIHE TEST TAKET'I: 3:18 Pll SLUMP: 3 1/2 llt|. AIR COI{IEi{T: 5.3fl t/ET UNII !|EIGHT: l{A
JOB SPECIFICATIONS: SLUMP: 4 IN. AIR COiITENT:4-8 % IIATER ADDED AT SITE 0 GAL.
CYLI}IDER II{FORMATION
l{0. 0F CYLIII0ERS: 6 CYLIfI0ER SIZE: 6"x 12" I Il4E CYLIIIOERS CAST: 3:ZB PM I/HERE CAST: 0n-Site
CURING II{FORMATION
Ii{ITIAL CURE: 48 hours 0n Site
OATE RECEIVED AT LAB: 4-?1-94
FIETD ST0RAGE FACIL ITIES: Trailer
8Y: Frank Potvi n I'lI N/l'tAX
AGE
DAYS
DATE
TESTEO
TOTAL LOAD
(L8s)
D I AI'IE TER
( illcHEs)
AREA
(sQ Ir'l)
col'tP. sTR.
(Psr )
TYPE OF
FRACTURE
CYL I NDER
I{E IGHT
(L8s )
CYL I NDER
UI{IT hIE IGHT
( PCF)
7B
7B
288
288
28BH
28BH
4-?6-94
4-26-94
5-17-94
5-i/-94
5--17-94
5-17-94
95 ,000
95,500
5. 99
5.99
28. l8
28.r8
3370
339 0
snear
shear
DIS I GI{ STREN6TH 4OOO PS I 0 Z8 DAYS
TESTS BY LAEORATORY PERSONNEL ARE IN ACCORDANCE UITH APPLICABLE ASTM METHODS UNLESS OTHERVISE I{OTED
SOIIE II{FORIIATION OF TEST REPORT I.IAY 8E PROVIDED BY OTHERS
REI.IARKS:
COPIES: R.A. |lelson & Associates, Inc.; I
Tovrn of Vai'l ; I'lestern lt{obi1e; I J V A, Inc.; Gwathmey Pratt Schultz; I C.rolyn Adams Eobby J. Hays
FIELD OSSERVER APPROVED BY
cHEN-NORTHERN, tNC.
COI{SULTIXG EI{G I IIEERS AIID SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: HECH Enterprises JoB lto. 4 l7B 93-3 DATE: 4-19-94 Attn: Eustaquio Cort i na
P.0. Box 3119 SHEET I 0F 2 Vail, C0 81658-3149
PR0JECT: Liftside 8uildin9, east of Vesthaven Orive and llestin Hotel , South Frontage Road ltest, Vall, Colo.
PLACEII€IIT LOCAT IOII :Stair core "4". stair treads
BATCH TICKET IIIFORHATION
TRUCK 0. tt7
TI E BATCHE0: 8:38 Ar,l
TICKET ilo. 0t l77l
TlllE ARRIVED: 9:05 Ail T I I.IE
SUPPLIER: vestern Hobi I e
l'lIX 0ESI6ll ll0. Stai r pan mix '14 PLACED: cu. Y0.LOAO/ACCUI4: 7 17l 14
FITLD TESTIIIG INFoRI{ATI0I| SAfipLE TEttP: 6B"F AIR TEHp: 457
TIHE TEST TAKEII: ll:05 All SLUl,lP: 5 Il{. AIR C0tlTEltT: l{A I trET UNIT V€IGHT: t{A
J08 SPECIFICATIOTIS: SLUtlP: 4 ltl. AIR C0llTEt{T:4-8 I VATER AD0E0 AT S|TE GAL.
CYLIT{DER INFOR AT I OTI
ll0. 0F CYLINOERS: 6 CYLII{OER SIZE; 6"x 12" TIltlE CYLIIIOERS CAST: ll:15 UHTRE CASTi On-Site
CUR I tIG I I{FORI4ATIOI{
It{ITIAL CURI: 48 hours 0n-5ite
DATE RECEIVE0 AT tA8: 4-21-94
FIITD STORAGE FACILITTES:
BY: Frank Potvi n HIN/HAX
AGE
OAYS
DATI
TESTEO
TOTAL LOAO
(LBs)
OIAHETER
( I r{cHES )
AR IA
(sQ ril)
COMP. STR .
(Psr )
TYPE OF
FRACTURE
CYLII{OER
I'E IGHT
(L8S)
CYLIT{OER
UNIT VE I6HT
( PCF)
7A
1A
28A
28A
28AH
28AH
4-?6-94
4- Z6-94
5-17-91
5-17-94
5-- l7-94
5- l7-94
77,500
82,500
6.08
6. 08
29.03
?9.03
?67 0
2840
shear
shear
oEst6l{ STR TGTH 4000 PSI O 28 DAYS
TESIS 8Y LASORATORY PTRSOIIIIEL ARE IN ACCORDATICE IJITH APPLICAELE ASTH I.IETHOOS UT{LESS OTHERVISE flOTED
SOIIT IIIFORIIATIOII OF TEST REPORT HAY BE PROVIDED 8Y OIHERS
REI'IMKS :
COPIES: R.A. llelson & Associates, Inc.; I
Town of Vail; l{estern ilobile; I
J V A, lnc.; Gwatlney Pratt Schultz; I Carolyn Adams Eobby J. Hays
FIELD OESERVER APPROVEO 8Y
A3 . .uturl prot.ctlon to cllantr. tha publlc
cll.nt3. .rd .uthorlz.tlon lo? Dubllcrtlon ot p.ndlng our. irltt.n .tprov.l. S|!|!ll.r rlll ba tn |''ltl|r9.
A i.nt.r ol th. !!l! group ot corp.nl.r
.nd ourr.lY.i, .ll r-.portr ttataffntS. Conclsa l on3 or dl3Do3ad ot .lt.r t.rttng
.r. 3{bnltt.d .3 th. contldl.atl.l prop.rty ot
.rtrrct! tro,r or r'agardlng our F.Fort. lr r.3arvad l3 €o|trplatad snlatt othar rrr|ng.mnti rgraad to
Forn l{o. C €rl3^ 6/91
I
CHEN-NORTHERN, INC.
COIISUTTII{G EI{GII{EERS At{D SCIEI{TISTS
REPORT OF CONCHETE TEST CYLINDER DATA
A3 r nutu.l protcctloh to cll.nti, thc publlc .nd ourtclvc3, r'll rcport3 !r. rubmltt.d .s tha confldl.ntl.l pr.operty of cllants, .nd .qthor{zrtlon aor pgbllc{tlon of strtq rntr. Conclu3lorrs or rrt.reta lrqn or r.rg.rdlng ou. rcporti lr r.3.rvad
Pandlng our rrltt.n rpprov.l. S.l||pl.i wlll ba dl3po..d of eftcr t.stlng ls coftpl.t.d unl.s. oth.r irr.ngGcht5.gr.ad to
A mlnbcr ;t th. !!! group ot cotrtp.nlcs Form {o. ct{Etr3a 6/91
T0: MECII Enterprises JoB tlo. 4 178 93-3 DATE: 4-19-94 Attn: Eustaquio Cort'ina
P.0. Box 3149 SHEET 2 0F 2 Vail. C0 81658-3I49
PR0JECT: Liftside Building, east of lJesthaven Drive and tlestin Hotel , South Frontage Road llest, Vail, Colo,
PLACEIIENT LOCATI0I{: East Core llall Parking Ramp; Sampled at First Floor and Lower Half.
EATCH TICKET Il{F0Rl'lATI0t{ SUPPLIER: Uestern tlobile
TRUCK t{0. t50 TICKET ilo. 0l 1782 MIX DESIGIi 0. 44
TTI{E BATCHEO: 2:3I PiI TIME ARRIVED: 2:50 PIII TIIIE PLACED; 3:04 PM-CU. YD. LOAD/ACCUI.I: 717128
FIELD TESTIIIG INFORMATIOI{ SAHPLT TEMP: 7O,F AIR TET.IP: 55'F
TIl,lE TEST TAKET{: 3:18 Pl,l SLUIIP: 3 l/2 It{. AIR COllTEt{T: 5.3X VET Ut{lT UEIGHT: l{A
J08 SPECI F ICATI0IIS: SLuflP: 4 ltl. AIR C0t{TEl{T:4-8 X IIAIER ADDED AT SITE 0 GAL.
CYLIIII)ER I IIFORMAT IOII
t{0. 0F CYLIi{DERS: 6 ClLll{DER SIZE: 6"x 12" TIME CYLIT{DERS CAST: 3:28 Pll UHERE CAST: 0n-5ite
CURI}IG I FORI.{ATIOtI
IIiITIAL CURE: 48 hours 0n Site
DATE RECEIVED AT LAB: 4-21-94
FIELD ST0RAGE FACILITIES: Trai I er
BY: Frank Potvi n l.{lN/MAX
AGE
OAYS
DATE
TE STED
TOTAL LOAO
(L8S)
D I AI.IETER
( I ilCHtS )
AREA
(5Q IN)
coltP . sTR.
(PSr)
TYPE OF
FRACTURE
CY L I IIDER
lIE I GHT
(LBS)
CYLINt)ER
UNIT UE I6HT
(PCF)
7B
7B
288
288
28BH
288H
4-26-94
4-26-94
5-17-94
5- l7-94
5--t7-94
5- l7- 94
95,000
95,500
5.99
5.99
28. l8
28.18
3370
3390
shear
snear
DES I GI{ STREIIGTH 4O()O PSI @ 28 DAYS
TESTS BY LABORATORY PERSOIIIIEL ARE II{ ACCORDAI{CE UITH APPLICABLE AST}.I I'IETHODS UNTESS OTHERUISE TIOTED
SOME I i{FORI,IAT I OI{ OF TEST REPORT iIAY 8I PROVIDEO BY OTHERS
REMARKS:
COPIES: R.A. llel son & Associates, Inc.; I
Torn of Vail; Uestern l,lobile; I
J V A, Inc.; Gwatlmey Pratt Schultz; I Carolyn Adams Eobby J. Hays
FIELO OBSERVER APPROVEO BY
CHEN-NORTHERN, INC.
CoNSULTIt{G ENGIIIEERS Al,lD SCt ENT I STS
REPORT OF CONSTRUCTION ACTIVITIES
T0: NEgH Enterprises JoB t{0. 4 178 93-3 DATE: 4-19-94 Attn: Eustaquio Corti na
P.0. Box 3149 Vail, C0 81658-3149 DAILY REPoRT N0. 62 SHEET 10F I
PROJECT: Liftside Euilding east of Westhaven Drlve and Uestin Hotel , South Frontage Road t{est, Vai1, Colorado.
IIEATHER CoNDITIot{S Afl0 TE|'IPERATURE
COIITRACTOR'S CONSTRUCTION ACTIVITIES
PERSOI{IIEL:
I,IAJOR EQU I PIIENT:
ACTIVITIES:
CHEN-I{ORTHERN ' S SITE ACTIVITIES
Contractor had begun placing imported backfill rnaterial south of between approximately
P.7 and P9.5. This material 'is the imported dredge rock which was previously used onsite.
lle observed the contractor placing and compacting several lifts of fi l'l in this area.
VERBAL COITMUN ICATION I,,lITH COI,ITRACTOR, ENGI iITER, ARCHITECT,Ot.,NER
COPIES: R.A. llelson & Associates, Inc.:
J V A, Inc.; Gwattmey Pratt Schultz;Town of Vai I ;l
Carolyn Adams
FIELD OBSERVER
Fred R. Cameron
APPROVEO 8Y
Aa a it{tual Prot.ctlon to cIlent3, thc publlc .nd our3clv.r, all r.portr ara iublnltt.d.. th. confldcntl.l prop.rty of our cllanta, and authorl rat l on. lor -publlcltlon of !t!t.m€nt. Concluslon3 or.rtr.cts trom or rag.rdlng our rcportr lr rai.rv.d lcnilng-our wrltt.n approval.
Sampla3 v.lll ba dlrpo3ad of rltar tartlnE lt complatad unlaaa othar arrlng.m.ntB rrl agrccd to lr wrtttng.A manbar of tha HIH group of cofipanlat
CHEN.NORTHERN, INC.
COIISULTITIG ENGII{EERS At{D SCI ENT I STS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: MECil Enterprises JoB ll0. 4 178 93-3 DATE: 4-11-94
Attn: llr. Eustaquio Corti na
P.0. 8ox 3149 DAILY REPORT N0. 6l SHEET I 0F 2 Vail, C0 81658-3149
PR0JECT: Liftside Euilding, Vail, Colorado
MATERIAL SPTCIFICATIONS
IIA|IUFACTUBER Grace llonokote
CONTRACT0R Rol l'ing Pl ai ns
BOI{D STRENGTH (PSF)DEI{SrTY (PCF)
PROJECT COI{DI T IOI{S
SUBSTRATE PREPARATI0NS: l{ot observed AI,IB I E}IT TEI.IPERATURE
SAI.IPL E
r{U BER
TEST AREA
IIE T
hIEIGHT
(L8s)
DRY
UE IGHT
(LBS )
MOISTURE
(x)
DEI{S I TY
(PcF)
3
Unit B-52, Loft, Oecking, lJest Roof,
8' t{orth of South l,lal 'l
.
Unit 8-52, Loft, Column, East Edge of Loft.
Unit B-52, Loft, Roof 8eam, 24' lJest of
East Edge of Loft,.
AI,IP L E
UI.tEER
I II'TUM
TH ICKI{ESS
(IN)
l,rAx I ltuM
THlCKNESS
(lN)
AVERAGE
THICKI{ESS
( il{)
DES I GN
THICKI{ESS
(lN)
BOND
STRENGTH
(PsF)
REI.IARKS
I .oJ
1.19
.38
.94
1.63
r.63
.76
L4t
1.07
i 20
PR0GRESS REP0RT: Unit 8-53 Loft - Top of I ovrer flange on geam 24' rest of east edge of loft.
This area is below specifications. Contractor has been notifieo.
C0PIES: R. A. llel son & Asso. - Attn: Rick Agate;
J.V.A., Inc. ;
Gwatlmey Pratt Schul tz;
Town of Vail. Attn: Dan Stanek:
Carolyn Adams Fred R. Carpron
FIELD OBSFRVER REVIFI,'FD BY
43. nutu.l protcctlon to cllantir thc publlc and our..lvct, all rcportr rrc rubmltt.d r. thc confldcntl.l prop.rty of cll.ntrt rnd a||thorl2!tlon tor publlcatlon of stat.n nts. Concluiloni or axtracti from or rcgardlng our raport3 ls ras.rv.d p.ndl ng our nrlttcn .pprov!1.
A msnb.r of th. HIH group of con|panlct
c
o
.-@
ct >-
or=
-cd
E J E
c,o
o
c
o ctl
:vt
or<
'-:>'
o(J
o&ss -ff
!o
F
=
F
=(J
og
1
o !
@
@
"?
@
F\
I @
@
@ .:
<o
o co
(J
J
@
Eh
-
.j -c
o3 JO
ro
co ::t =
o
a.'
aoo
E.l'
- rr,
.,t
E{J
0,o
$o
o(,
tiF :)o
\f lr-cho
I Ft (\l
IF + tr.l lr,
Lrl
C! Fl ro
(Y' .to ttz -cD F @d NO F. a-trJ <lE
OJ
-.1
co ct o D
d,o
CL Irl 4
.:==o
= !-.is
=dl EH
E3 9 <-r +=
EB 6P
CL
Lr.l d
Lr-
g-o o L
(t P o e
o
+,,
G'
CL
ao
!o
CL
lrJ e,
at
=ct
=@
cl c
P L och (J rt
aa oo (')
l, .F Ct! |.e 5<f@ g Ct F. IJ'
CL flt dl lO !+r F.o (, x@ +t5cl ctrrEo lr.l (,
E cOr-(.rP trl +t . a!
=<4>
o
CHEN.NORTHERN, INC.
COI{SULTII{G EI{GINEERS AND SCI EI{T I STS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar ! nsturl prot.ctlon to cll.ntr, th. publlc.nd our3.lvcar .ll r.poiti ri. rubmltt.d ar th. conlldl.ntlttl prop.rty of
cll.ntrr .nd authorlzatlon lo|. publlcatlon ot rtrt.m.nt3. Conclrrlons or.rtrdcti fro or r.gfdlng our r.port. l. r.s.rvad p.ndlng our. irltt.n rpprov!'|. Saopl.r *ltl b. dlipor.d of lttcr t.3tlng lr cdpl.tcd unl..s oth.r rrrahgdn htt agr..d to In rrltln9.
A ndrb.r ot th. !:! sroup of comp.nl.i Fonr No. C Ell3A 6/91
T0: ilECl{ EnterDrlses J08 t{0. 4 178 93-3 DATE: 4-7 -94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I VaiI, C0 81658-3149
PRoJECT: Liftside Bullding, east of yesthaven Drive and yestin Hotel , South Frontage Road yest, Vail, Colo.
PLACEI,IEI{T LoCATIoil: Ramp between C-52 and 8-51, ramp between C-42 and 8-41, B stair torer
Too level and A tower
BATCH TICKET IllFoRl{ATIoll SUPPLIER: l{estern llobile
TRUCK I0. 150 TICKET l{0. 01 1625 l,llx DESIGI{ 1{0. 44
TIilE EATCHED: ll:00 TltlE ARRIVEO: ll:25 TIIIE PLACED: 1l:42 CU. Y0. L0A0/ACCUI,|: 7l!5
FIELD TTSTII{G IIIFOR].IATIOII SAI,iPLE TEIIP: 62"F AIR TEI.IP: 3O.F
TltlE TEST TAKEII: ll:56 SLUIIP: 3 1/2 IN. AIR CONTEI{T: 4.2I YET Ut{lT IIEIGHT:
J08 SPECIFICATI0TIS: SLul,lP: 4 ltl. AIR COtlTEl{T: 4-8I IJATER AODED AT SITE 14 GAL.
CYL I I{DER I I{FORI.IAT IOI{
t{0. 0F CYLINDERS: 7 CYLIT{D€R SIZE: 6"x 12" Tl}lE CYLINDERS CAST: 12:06 l,lHERE CAST: On-Site
cuRIr{c It{FoRl,tATI0t{
IIIITIAL CURE: 24 hours On-Site
DATE RECEIVED AT LA8: 4-8-94
FIELD STORAGE FACILITIES: heated trailer except FC
8Y: F.P.r,rril/HM
A6E
DAYS
DATE
TESTEO
TOTAL LOAD
(LBS)
D I AI.,IE TER
( I NCHES )
ARIA
(sQ ril)
COMP . STR.
(Psr)
TYPE OF
FRACTURE
CYLIIIDER
UE I6HT
(LBs)
CYLITIDER
UIIIT UEIGHT
(PcF)
7
7
7FC
28
28
28H
28H
4 - l4-94
4- 14-94
4-14-94
5- 5-94
5-5-94
5- 5-94
5-5-94
117,000
L?Z ,s00
120.000
6.08
6.08
). YO
29.03
29.03
28.09
4030
4220
4?7 0
snear
shear
shear
DESIGI{ STREI{GIH 35OO & 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE I1{ ACCORDAI{CE IJITH APPLICASLE ASTI{ I,IETHODS UNLTSS OTHERUISE I{OTED
SOI.IE I I{FORI,IATIOII OF TEST REPORT I.IAY BE PROVIDED BY OTHERS
REIIARKS :l1 Daraset accelerater added to this mix.
COPIES: R.A. llel son & Associates, Inc
Town of Vall; l{estern l,loblle;
J V A, Inc,; Gwattney Pratt Schultz Carolyn Adans Eobby J. Hays
FIILD OBSERVER APPROVED 8Y
0uil
tt\l$$}.l
\$ \eer
CHEN.NORTHERN, INC.
COIISULTI tI6 EI{6II{EERS AI{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 r mutur'l Drotcctlon to cll.nt.. th. publlc.nd ourtalv.tr ell rcport3 rr. subftlttad.s th. contldlcntlal prop.rty of
c'llcntrr and luthorlratlon fo. publlcatlon ol 3tator.nt3. cohclrrlont or cxtrrct! from or ragardlng our r.ports l3 r'aacrvad
p.ndlng our irltt.n rpprov.l. S.npl.r r.lll be dl3po.ad ol !ft.r t..tlng l3 cottpl.t.d unl.tt oth.r rrrlng.fi.ntt.gr..d to
In wrltlng.i';il;; ;i th. !!!! sroup ot coop.nl.3 For No. cHEll3A 6/91
T0: l,lECll Enterprises JOB t{0. 4 178 93-3 DATE: 4-7-94
Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I 0F I
Vail, C0 81658-3149
PRoJECT: Liftstde Building, east of lJesthaven Drive and l,estin Hotel , South Frontage Road lJest, Vail, Colo.
PLACEI.IEI{T LoCATI0i{: Ramp between C-52 and B-51, rarnp between C-42 and B-41, B stair tolver
Too level and A tower
BATCH TICKET II{FORI.{ATIOI{ SUPPLIER: VESTETN I.IObiIE
TRUCK tlo. 150 TICKET l{0. 01 1625 l'lIX DEsI6l{ lio. 44
TIHE EATCHED: l1:00 TIHE ARRIVED: 1l:25 TII'IE PLACED: l1:42 CU.YD.LoAo/ACCUM: 7lLs
FIELO TESTIT{6 IIIFORI,IATIOII SAIiPLE TEI'iP: 6?"F AIR TEI'IP: 3O"F
TII'IE TEST TAKE : 11:56 SLUt'lP: 3 l/2 Ill. AIR C0NTEI{T: 4.?1 }lET UIIIT UEIGHT:
J08 SPECIFICATI0NS: SLUllP: 4 Il{. AIR COtlTEllT: 4-81 VATER ADDED AT SITE 14 GAL.
CYL I t{DER I IIFOR}IATIOt{
0. 0F CYLITIDERS: 7 CYLIIIDER SIZE: 6"x 12" TIl,lE CYLII{DERS CAST: 12:06 TJHERE CAST: on-Site
CURIIIG I NFORMAT IOI{
It{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 4-8-94
FIELO STORAGE FACILITIES: heated trai ler except FC
l'tIil/l,lAx 8Y: F.P.
AGE
DAYS
DATE
TE STED
TOTAL LOAD
(LBs )
O I AIIE TER
( r NCHES )
AREA
(sQ Iil)
COMP. STR.
(PSI )
TYPE OF
FRACTURE
CYLINOER
I'E IGHT
(L8s)
CYLINDER
UI{IT IIEI6HT
(PcF)
1
7
z8
28
28
28
4- 14-94
4-14-94
4-14-94
5-5-9 4
5- 5-94
5- 5-94
5-5-94
117 ,000
122 ,500
l2 0, 000
148,000
154,000
140,500
138.500
6 .08
6.08
5.98
6.05
5.95
5.99
6. l0
29.03
29.03
28.09
28.75
27 .81
28. 18
29 .22
4030
4ZZ0
427 0
5150
5540
499 0
47 40
shear
shear
shear
con/shear
shear
snear
snear
DESIGII STREI{GTH 4000 Pst a 28 DAYS
TESTS BY LABORATORY PERSOI{iIEL ARE IN ACCORDAI{CE YITH APPLICAELE ASTI,I I.{ETHODS UI{LESS OTHERVISE I{OTED
SOI.IE TI{FORI.IATIOII OF TEST REPORT I,IAY BE PROVIDED BY OTHERS
REiIARKS :ll oaraset accelerater added to this mix.
CoPIES: R.A. l{elson & Associates, Inc.;
Tovrn of Vail; llestern lloblle;
J V A, Inc.; Gwathney Pratt Schultz;Carolyn Adarns Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
f*i,,:h
a ,s+is& $(;,lm*a**a9
Year-rsory/
CHEN-NORTHERN, INC.
COIISULTIIIG E]IGII{EERS AI{O SCIEIITISTs
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l,tECll Enterpri ses JOB ll0. 4 178 93-3 0ATE: 4-7-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 1 Vail, C0 81658-3149
PR0JECT: Liftside Building, east of lJesthaven Drive and l'restln Hotel , South Frontage Road tJest, Vail, Colo.
PLACEI.{EIIT LOCATI0I{: Rarnp betpeen C-52 and B-51, ramp betueen C-42 and B-41, B stair tower
Top level and A tower
EATCH TICKET IliFORllATI0ll SUPPLIER: tlestern ttobile
TRUCK l{0. 150 TICKET lr0. 0l 1625 ilIX DESIcil 1{0. 44
TIIIE EATCHED: 1l:00 TIl,lE ARRIVED: ll:25 TIiIE PLACED: 11:42 CU. YD. L0AD/ACCUI,|: tlts
FIELD TESTIT{G IilFORMATIOil SA}iPLE TEI.IP: 62'F AIR TEiIP: 3O"F
TIIIE TEST TAKEI{: ll:56 SLUIIP: 3 1/2 I1{. AIR COl{TEllT: 4.2I }JET UIIIT IdEIGHT:
JOB SPECIFICATI0T{5: SLUttP: 4 I},|. AIR CotlTEtlT: 4-8I IJATER ADDEO AT SITE 14 GAL.
CYLIiIDER IIIFORI.IATIOI{
l{0. 0F CYLII{DERS: 7 CYLIIIDER SIZE: 6"x 12" TIl,lE CYLIT{DERS CAST: 12:06 IJHERE CAST: 0n-Site
CURIT{G II{FOR}IATION
II{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 4-8-94
FIELO STORAGE FACILITIES: heated trailer except FC BY: F. P.l,rrl{/1.{Ax
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(LBS )
DIAIIETER
( IilCHES )
AREA
(sQ ril)
c0llP . sTR.
(PSI )
TYPE OF
FRACTURE
CYLII{DER
YEI6HT
(LBS)
CYLII{DER
UIIIT fEIGHT
(PcF)
7
7
7FC
28
28
?8H
28H
4-14-94
4-14-94
4-14-94
5-5-94
5-5-94
5-5-94
5-5-94
117,000
122,500
120.000
6.08
6.08
5.98
29.03
29.03
28. 09
403 0
4220
4270
shear
snear
snear
DESIGII STREI{GTH 35OO & 4OO() PSI O 28 DAYS
TESTS 8Y LAEORATORY PERSONHEL ARE I1{ ACCORDAIICE YITH APPLICAELE ASTI.I I.IETHODS UI{LESS OTTIERIJISE i{OTEO
SOI.iE I TIFORI.IAT I O}I OF TEST REPORT I.IAY BE PROVIDED BY OTHERS
REI,IARKS:11 0araset accelerater added to this nix.
COPIES: R.A. l{elson & Associates, Inc
Town of Vall; lJestern l,loblle;
J V A, Inc.; Gvattmey Pratt Schultz Carolyn Adams Eobby J. Hays
FIELD OESERVER APPROVED BY
A3 . nutudl prot.ctlon to cll.ntr. th. publlc
cll.ntr, rnd .uthorlzrtlon for publlc.tlon of pcndlng our wrltt.r| approv.l, S..pl.r rlll b.lh wr.{ttng.
A rEmb.r ol th. !I! group o? comp.nl..
rnd oursalva!, al I taDorti itrtcn|.nt3, Conc I u3l ont or dlrpo3.d ot rft.r tartlng
rr. 6ub|nltt.d .r th. cont'ldl.ntlrl pt op.ity ot
aratracta ?r'om o|. ragaidlng o{. raporta Ir ia!.Fvad la coiDlatad unl.r. oth.r srrlng.|n nt3 .gF..d to
Forrn o. C[Ell3A 6/91
CHEN.NORTHERN, INC.
COIISULTT XG EIIGIIIEERS AITD SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: I'IECM Enterprises J08 t{0. 4 l7B 93-g DATE: 4-5-94 Attn: Eustaquio Corti na
P.0. 8ox 3149
Vai'l , C0 81658-3149 DAILY REPoRT N0. 60 SHEET l0F I
PR0JECT: Liftside Euilding east of llesthaven Drive and Uestin Hotel, South Frontage Road lJest, Vail, Colorado.
I,EATHER C0i{DITIONS ANo TEI4PERATURE: overcast
CONTRACTOR'S CONSTRUCTIOT{ ACTIVITIES
PERSOI{NEL:
IIIAJOR EQUIPMET{T:
ACTIVITIES:
CHEN-NORTHERII'S SITE ACTIVITIES
lle arrived on-site as requested to test concrete and make cy1 inders. In speak.ing with Dave,it was learned there was not a pour. The pour is tentatively scheduled for Thursday of this
week .
VERBAL COI.O.IUIIICATIOI{ I,'ITH CONTRACTOR, EITGII{EER, ARCHITECT, OVIIER
COPIES: R.A. l{el son & Associates. lnc.
Fred R. Caneron
APPROVTO BY
At. hutual protcctlon to cll€nt5, thc psbllc rnd ouri.lv.a, all r.porta ara rubfilttcd.3 th. con{ldantlal proF.rty of our cllonts. rnd author'l2.tloh for publlc.tion of st.tem€nt. Conclusions or.xtr.ct3 tro|nor raEardlnE our raporta lr ratarvad irnilng-our wrtttcn.ppr;vrl.Srmpl.s wlll bG dispos.d ot afier te3ting {3 complctcd unle3s oth€r rrrangcm-nts ric rgrcod to In nrltlng. -
A |nsnber ol th. !l! sroup of comp..l!3
'ldl0'i\iu t";lui?r0r
?66i g IVn fin
r:\lFH eN-NoRTHERN, rNc.
m$l(gl* suLT I t{G Et{cr t{EERs AND sc I E.{TI sTS
EPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: t'lECl,l Enterprises JoB tlo. 4 178 93-3 oATE: 4-4-94 Attn: Mr. Eustaquio Corti na
P.0. Box 3149 OAILY REPORT tlo. 59 SHEET I 0F 2 Vail, C0 81658-3149
PR0JECT: Liftside Building, Vail, Colorado
I'IATERIAL SPECI FICATIOIIS
HAI{UFACTURER Grace l,lonokote
C0NTRACT0R: Roll i ng P1ains
Bo D STREflGTH [PSF)oEitsITY (PCF) l5
PROJECT COND I TIONS
SUBSTRATE PREPARATI0T{S: Not observed AI.IBI EIiI TEHPERATURE
SAMPLE
NUMEER
TEST AREA
I'ET
I'EIGHT
(LBs)
ORY
I.'E I6HT
(LBs)
I.IOI STURE
(x)
DEI{SITY
(PCF)
I
2
3
Unit C-52, Loft Area, Column Approximately Center
of Unit E to U.
Unit C-52, Beam, 16' East of Uall of E]evator Shaft
Unit C-52, Decking, 15' North of South lial l,
6' Vest of tast Edge of Loft.
5.1 ?.54 100+18.0
iAI,IP L E
IUI.IBER
I,IINIHUI.i
THICKIIESS
(IN)
llAX IMUlt
TH ICKNESS
(IN)
AVERAGE
TH I CKIIESS
(il{)
DES I GN
TH ICKNESS
(IN)
BOND
STREI{GTH
(PSF)
REI.IARKS
1
2 t.za
.94
1.63
1 .25
.94
1.62
I .25
.94
1.38
1.00
.56
Average thickness for density - 1.69
PROGRESS REPORT:* Denotes roof metal
C0PIES: R. A. Nelson & Asso. - Attn: Rick Agate
J. V.A. , Inc.
Gwathney Pratt Schultz
Town of Vai I
Carolyn Adans Fred R. Carneron
FIELD OBSERVER REVIE!'ED BY
A3 . irutur'l prot.ctlon to cll.nti, th. publlc
cllanta, and authorlratlon for publlc.tlon of pandlng our rrlttan approval.
A nonb.r ol th. E!! group of conprnlcs
rnd ourr.lvo., .ll r.porti !r. .ub|t|ltt.d ra statclncnts. Conclu3lons or axtract3 fr"ot! or
tha confldahtl.l propcrty of
rcgrrdlng our rcport3 la ra3arvad
EO
oo
-0,
-+r iu (\t (r=utE l..O
o
.F o.Cq )cl
c,
or
oF o --
-c|!
c o r*-
=20
=
o
ll,L
o
(u
!
t |!
,;
ao o
6
q,
ot ]
o
ot
q,E
(\l
sfo ol | 6l -t IF <f lrl lr.l
.. at,
u.J F
cl ch tJ)
(',.o
eet =€tr F cDd F.O F{ CL lrj std
OJ
=.a cao o D
d.o
Ct.lrJ e,
,i=
=F ;=
frs :- cll &o 9 <.s +2,
F5 63
CL lrJ d,
f,
ct
!o a
UJ e
(5
=ct
=@
C,E
.p L oor g) <f
IA oo (',(/!.F Ct! |.F =cfcO L Er _. rO cL Ct a', |C'L+t Fr o o x@ .tt3c'E lrl 6O uc,
E cO-c, +,LJ +, . Ct
=<o>
o F
CHEN-NORTHERN, INC.
COI{SULTIIiG EIIGI I{EERS AI{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As. nutu!l piot€ctlon to cll.nti, th. publlc.nd ours.lvr3, .ll reportr ar. submlttcd rr thc confldicntl.l prop.rty ot
cllcnts, rhd .uthorl2.t I on tor publlc.tlon of strt.Dont:. Concluiloht or.xtract3 lrom or r.g.rdlng our ra!'orta lt r.r.r'v.d
Fcndlng our Hrltt.n.pprov!1. Sahplcs rdlll b. dl3po3.d of.ttcr tGstlng l3 conplcted rn'lcss othcr .rrrng.hanta egr..d to 'ln |frltlng.
A m.hbcl" of thc HIH group of corp.nl.3 Forn No. CMElr3A 6/91
T0: llECl,l Enterprises JOB t{0. 4 178 93-3 oATE: 3-31-94
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vail, C0 81658-3149
PRoJECT: Llftside 8uilding, east of lJesthaven Drive and lJestin Hotel, South Frontage Road lJest, Vail, Colo.
PLACEI.IENT LOCAT ION:Slab in Unit A-81 and loft.
EATCH TICKET INF0RtlATIOtl SUPPLIER: lJestern l.lobi I e
TRUCK l{0. 100 TICKET t{0. 01 i546 MIX DESIGT{ t{0. 44
TIIfE BATCHED: 8:36 TIIIE ARRIVED: 9:00 TIME PLACED: 9:14 CU. YD. LOAO/ACCUI|: ll2ll48+
FIELD TESTIIIG Il{F0RllATIoll SA}IPLE TtilP: 64"F 'AIR TEiIP: 35"F
TIl.lE TEST TAKEI{: 9;27 SLUl,lP: 5 3/4 IN. AIR C0t{TEl{T: 5.31 !/ET UNIT llElGHT: 137.3
JOB SPECIFICATIOiIS: SLUHP: IN. AIR CONTEIIT: I I,ATER ADDED AT SITE 10 GAL.
CYLII{DER INFORMATIOII
t{0. 0F CYLII{OERS: 7 CYLIT{OER SIZE: 6"x 12" TIME CYLIT{DERS CAST: 9:37 IJHERE CAST: On-Site
CURIl{G I NFORI'IAT IOI{
It{ITIAL CURE: 24 hours on-Site
DATE RECEM0 AT LAB: 4-l-94
FIELD SToRAGE FACILITIES: heated trailer exceDt for field cure BY: C. A.r'r r N/l4AX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
D IAMETER
( r NCHES )
AREA
(sQ rN)
c0ilP . sTR.
(PSI )
TYPE OF
FRACTURE
CYLIIIDER
I.,lE IGHT
(LBS)
CYL II{DER
UI{IT I.IEIGHT
(PcF)
7
.I
7FC
z8
?8
?8
?8
4-7 -94
4-7 -94
4-7 -94
4-28-94
4-28-94
4-28-94
4-28-94
90,000
90,000
82,500
120,000
125,500
I17 ,500
122.500
5.99
6.08
5.98
6. 00
6.08
5.99
5.99
28. 18
29.03
28.09
28.27
29.03
28. l8
28. l8
319 0
3100
2940
4240
4320
417 0
4350
shear
snear
snear
shear
shear
snear
shear
DESIGil STREIIGTH 4OOO PSI A 28 OAYS
TESTS BY LABORATORY PERSOI,INEL ARE IN ACCORDAI{CE I.IITH APPLICABLE ASTI.I I.IETHODS UNLESs OIHERYISE IIOTED
SOI,IE I I{FORI.IAT I OII OF TEST REPORT I'IAY 8E PROVIDTD 8Y OTHERS
REMARKS:
C0PIIS: R.A. l{el son & Associates, lnc.; I
Town of Vail; tJestern tlobile; I J V A, Inc.; Gwathney Pratt Schultz; I Carolyn Adams Bobby J. Hays
FIELO OESIRVER APPROVED BY
CHEN-NORTHERN, INC.
COI{SULTII{6 Et{GI IIEERS At{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
At. hutu.l protcction to cllcnts. th. publlc.nd our3alv.r, .ll r.port3 ar..ubmltt.d ra tha confldlantlal prop.rty ot cllanta, rnd authorl:atlon tor publlcltlon of 3tttafiantr, Conclu3lons or axtrrcts trofi or r.grrdlhq our raDortr lr r.i.rv.d p.ndlng our |rrltt.n.PProvrl. Slmpl.r |rlll b. dl3Foa.d of rft.r tcat{h9 {i conpl.t.d u|ll.ss;th.r irrengemintr.gr..d to ln |irltlng.
A m.rnb.r of th. !M group of coftpenl.r For$ t{o. CME113A 6/91
T0: llECll Enterprises JgB l{0. 4 178 93-3 DATE: 3-31-94 Attn: Eustaouio Corti na
P.0. Box 3149 SHEET I 0F I VaiI, C0 81658-3149
PROJECT: Liftside Euilding, east of Vesthaven Drive and tJestin Hotel , South Frontage Road tJest, Vail, Colo.
PLACEI.{EIIT LOCAT ION :Slab in Unit A-81 and loft.
BATCH TICKET Il{F0Rl.lATI0t{ SUPPLIER: l,lestern llobile
TRUCK l{0. 100 TICKET 1{0. 0l 1546 MIX DESIGT{ ilo. 44
TIME BATCHED: 8:36 TIl,lE ARRIVE0: 9:00 TIIIE PLACED: 9:14 CU. YD. LOAO/ACCU!4: 7l2ll48+
FIELD TESTIiIC I1{FORI.{ATIOiI SAI.IPLE TEI{P: 64"F AIR TEI{P: 35'F
TltiE TEST TAKEI{: 9:27 SLUI'IP: 5 3/4 Il{. AIR C0tlTEl{T: 5.3X IIET UtllT I{EI6HT: 137.3
JOB SPECIFICATI0T{S: SLUI{P: It{. AIR C0l{TEl{T: X IIATER ADOED AI SITE 10 6AL.
CYLII,IOER I I{FORI.IAT ION
t{0. 0F CYLIT{OERS: 7 CYtIllOER SIZE: 6"x 12" IlllE CYtll{DERS CAST: 9:37 UHERE CAST: On-Site
CURII{G II{FORMATIOII
Il{ITIAL CURE: 24 hours
OATE RECEIVED AT LA8:
0n-Si te
4-l-94
FI ELD STORAGE FACILITIES:
8Y: C. A.
heated tra i 'ler
MI N/MAX
excepr for field cure
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(L8s)
OIAHEIER
( r NCHES )
AREA
(sQ il{)
COIIP. STR.
(PSI )
TYPE OF
FRACTURE
CYLINDER
IJE I6HT
(LBs)
CYL II{DER
UIIIT I'E IGHT
(PcF)
7
I
7FC
?8
28
28H
z8H
4-7-94
4-7 -94
1-7 -94
4-28-94
4-28-94
4-28-94
4-28-94
90,000
90,000
82 .500
5.99
6.08
5. 98
28. t8
29.03
28.09
3190
3100
2940
sh€ar
shear
shear
DESIGI{ STRETIGTH 4OOO PSI O 28 DAYS
TESTS BY LAEORATORY PERSOI{IIEL ARE It{ ACCORDAI{CE [.'ITH APPLICABLE ASTI,I METHODS UTILESS OTHER!,ISE I{OTE[)
s0l,lE INFoRl,lATIoil 0F TEST REPoRT tlAY BE PRoVIDED 8Y oTHERS
REiIARKS :
C0PIES: R.A. l{el son & Associates, Inc.; I
Town of Vail; l{estern llobile: I
J V A, Inc.; Gwattrney Pratt Schultz; I Carolyn Adans Sobby J. Hays
FIELD OESERVER APPROVED BY
d'1"%!** APR ree4 qi
s,'l Gri-,,ih;iii:r :i ot, rmnscxutz $
\o^ AnCHIECIS,P.G,^+/
Qt,-,rod
CHEN-NORTHERN, INC.
COI{SULTII{G EIIGI]IEERS AI{D SCI EIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: I.|ECll Enterpri ses J08 1i0. 4 178 93-3 DATE: 3-31-94 Attn: Eustaouio Conti na
P.0. Box 3149 SHEET I 0F I Vail, C0 81658-3149
PROJECT: Liftside Building, east of Uesthaven Drlve and yestin Hotel , South Frontage Road l,lest, Vail, Colo.
PLACEI.IEIIT LOCATI()II :Slab in Unit A-81 and loft.
BATCH TICKET II{F0R|,|ATI0N SUPPLIER: Uestern itobile
TRUCK l{0. 100 TICKET lto. 0l 1546 ilIX DESIGN t{0. 44
TIltfE BATCHED: 8:36 TIIIE ARRIVED: 9:00 TIl,lE PLACED: 9:14 CU. YD. LOAD/ACCUA |l?Ll4g+
FIELD TESTII{G II{FORI.IATIOI{ SAI,IPLE TEI.IP: 64"F AIR TEI.IP: 35'F
TIl.lE TEST TAKEI{: 9:27 SLUllP: 5 3/4 Il{. AIR COt{TEtlT: 5.31 UET UI{IT IIEIGHT: 137.3
JOB SPEC I FICAT I0l{S: SLUiIP: Ill. AIR COl{TEtlT: X TATER ADDED AT SITE 10 6AL.
CYL I NDER II{FORI,IAT IOI{
l{0. 0F CYLITIDERS: 7 CYLIIIDER SIZE: 6"x 12" TIIIE CYLI}IDERS CAST: 9:37 trlHERE CAST: 0n-Site
CURIT{G IIIFORI,IATIOI{
ItIITIAL CURE: 24 hours 0n-Site
DATE RECEMD AT LAB: 4-l-94
FIELD STORAGE FACILITIES: heated trai'ler except for field cure BY: C.A.l,rIr{/}rAx
AGE
DAYS
DATE
TESTED
TOTAL LOA[)
(LBs)
DIAMETER
( r NCHES )
AREA
(sQ It{)
cot'tP. sTR.
(Psr )
TYPE OF
FRACTURE
CYLIT{DER
tJE IGHT
(LBS)
CYLINDER
UIi IT I'EI6HI
(PCF)
28
z8
28H
28H
4-7-94
4-7-94
4-7-94
4-28-94
4-28-94
4-28-94
4-28-94
90,000
9 0,000
82,500
5.99
6.08
5.98
28. 18
29.03
28. 09
3190
3100
?940
snear
snear
shear
DESIGT{ STREI{GTH 4OOO PSI O 28 DAYS
TTSTS BY LAEORATORY PERSOI{ilEL ARE II{ ACCOR[)AI{CE UITH APPLICABLE ASTiI I,IETHODS UI{LESS OTHERUISE TIOTED
Sol.lE It{F0Rl,lATIoil 0F TEST REPoRT }lAY 8E PR0VIDED BY 0THERS
REITARKS:
C0PIES: R.A. llelson & Associates, Inc.; I
Town of Vail; lrestern ilobile; I J V A, Inc.; Gwatlmey Pratt Schultz; I Carolyn Adams Eobby J. Hays
FIELD OBSERVER APPROVED BY
A3 . rutull prot.ctlon to cll.nt3, th. publlc
clicntrr .rd luthorizrtlon for publlcatlon ot pcndlng our wrltten rpprovrl. Sampl.3 r|lll b.ln wrltlng.
A hlnb.r of th. HlH group of comFanl.r
lnd ours.lv.3r rl I r.poFt.
3tdtdnant3. ConclurIonr or dl3poa.d ot rft.r t.3tlng
.r. .ubEltt.d 15 tha confldlentl!l prop.rty of lrtracts fio.tr oF ragardlng our rrports ls ratarvad l3 cofiplatad unlas3 othar 6|.rrng.|l|.nti rgraad to
For tlo. C Ell3A 5/91
nfC'E APO ' tes[
CHEN.NORTHERN, INC.
COISULTII{G EI,IGI }IEERS AIID SCIEIITISTS
REPORT OF STRUCTT]RAL STEEL
IO: t1€Cf,l EnterpriEes JoB to. I 178 93'3 DATE: 5-24-94
Attn: Eustaquio Cortina
P.0. Box 3149 vsit, C0 81658-5149 DATLY REPoRT )lo. 58 sllEET I 0F I
PROJECT: Liftside Buitding East of Uesthaven Driye ard llestin Hotet. South Frontage Road l,lest, Vail, Colorado.
The shear studs rere acousticat[y tested on the 7th ftoor, tevet 111' 6n, and 8th floor, [eve[ lZ2'
Orr. Seven strids on the 7th ftoor ard 15 strds on the 8th ftoor rere broken toose Hhen struck t ith
s hanner.
Ihe A325 botts yere checked for a snug tight cordition on the 7th, 8th and roof tevel framing. Txo
botts rere found missing on level ttlr 6tt, at grid tine o-13, cotum to beam cornection ard one bott
ras nissing in the beaor to beam cornection on level 101' 0" at grid tin€ 0-18.8. Att other botts
are acceptable. Att the deficfencies that have been noted in previotts reports have been coffected
except the bearn- to- enbed at G-31. see report on 12'?2-93, beam- to- elbed at s-13.5, see feport datd
1-18-94 and bean- to- eflbed on grid tine 13.'1. at o and P, see report dated 3-8-94. Uith these
exceptions this conctudes our structurat steet observations.
PROGRESS REFORT: Jeff yith R. A. Netson and Roger rith the erectim cre{ rere informed of rry observation.
COPIES: R.A. llelson &
J v A, Inc.;
ToHn of vail.
Associates, Inc., Attn:
cHathney Pratt schut tz;
Attn: l'lr. Dan Stanek,'
llf .Rick Agate;
I I Dsrret t Huss
I nELD oBSERVER
Fred R. C{|Eron
APPROVED BY
As ! nutu6l prot€ctlon to cllcnt3, th. public rnd our:clv.3, .ll rcports rr'c asbmlttad.3 th. contldrntlal proFrty of our cIl.nt'. .'ld
authorlzrtlon tor publlcatlon of itatcriant. Concluslonr or.rtractt frod or rcgardlng our rap-ort3 l3 raalrvad patrdlng o|rr wrlttan rPProvtl '
SamDlcr wtll br di*porcd ot rlt.r t.rtlng l3 conpllt.d url.i3 oth.r rrrang.nr.nt3 rr..gr..d to In wiltlng.
A rn.mb.r of th. !!! groqp of coI|p.nl.. .dF. Gf,r€ 6/'r
CHEN-NORTHERN, INC.
coilsuLTlllc EIGIIEERS Axo sct ElrT l srs
REPORT OF STRUCTURAL STEEI-,
regg,gJ"
TO: HEC|1 Enterprises JoB llo. 4 178 93-3 DATE: 3-24-94
Attn: Eustaquio Cortina
P.O. 8ox 5149 Vait, co 81658-3149 DAITY REPoRT llo. 58 SIIEET 1 0F 1
PRoJECT: Liftside Buitding East of tlesthaven Drive and testin Hotel, south Frontage Ro6d gest, Vail, Colorado.
The shear atuds Here acoustically tested on the 7th ftoor,
0rr. Sevm strds on the 7th ftoor anC 15 studs on the 8tn
g harmer.
level 111' 6", and 8th ftoor, tevet 122,
ftoor rere broken toose rhen struck Hith
fhe A325 bolts rere checked for a snug tight condition on thr 7th, 8th and roof Level franing. Trc
botts yere foird missing on tevel 111' 6x, at grid tine q-13, cotun to bean cor|||ection and one bott
ras missing in the bean to beam comection on level 101, otr at grid tine 0'18.8. Att other botts
are acceptable. Att the deficiencies that have been noted in previous reports have been corrected
except the beam- to-efibed at G-fl, see report on 12'?2-93, bam-to-enbd at 5-13.3, see rePort dated
1-18-94 and beam- to- enbed on grid line 13.1, at 0 ard P, see report dated 3-8-94. lrith these
exceotions this concludes our structurat steet observations.
PRoGRESS REPTORT: Jeff vith R. A. lletson aM Roger Hith the erection creH Here i nformed of firy observation.
coPlEs: R-A. {elson & Associates, Inc., Attn3
J V A, Inc-; GHsth[Ey Pratt schultz;
Toen of Vail, Attn: l{r. oan staneki
ilr. Rick Agate;
I
I
I
Darrel I Huss
FIELD OBSERVER
fred R. Cameron
APPROVED BY
Ai r mutur'l Drotactlon to cllcntr, thc publlc and oursclvar. !ll r.port3 lic aubnlttGd aa tha confld.ntlal proP.rty of our cllents, rnd
authoilaatlon for publlcdtlonof 3trtsrcnt. Conclualon3 or rxtrlcts fio|t| or raglrdlng olr raPort3 It rcaaiv.d p.ndlng our wrlttan aPproval.
Sa|tlFl.3 |.ttl b. diaposed ot rft.r t.itlng li conpl.tad unl.33 oth.r rrr.ng.m.nt3 .r. agi..d to ln trltlng.
A m€mb.r of th. HIH group of comp.nlc. t6 -. d.ro2^ 6/.r
CHEN-NORTHERN, INC.
. coflsuLTtxq EIG||EERS AltD sctErTlsrs
REPORT OF STRUCTT'RAL STEEL
ffii;,h
R Gii,-l'lil:v 6
i*.ffinwq*i
-'-:-1999/
TO: EcH Enterprises J08 [o. 4 178 93-3 DATE: 3-24-94
Attn: Eustaquio Cortina
P.o. Box 3149
Vait, Co 81658-3149 DAILY REPoRT tlo. 58 SHEET I OF I
PRoJECT: Liftside Buitding East of lresthaven Drive and l,restin llotel, south Frontage Road llest, Vail, Cotorado-
The shear strds Here acousticalty tested on the 7th ftoor, tevel lll' 6rt, 8rd 8th fl.oor. tevet 122,
0I. Seven studs on th! 7th ftoor and 15 studs on the 8th ftoor nere broken loose ften struck rith
a h€,rmer.
.- .,n tL t-
Ihe A325 botts eere checked for a snug tight cordition ont he 7th, 8th and roof levet framing. Trc
bolts rer" fourd missing on levet lll' 6'r. at grid tine o-13, coturn to besn connect i on ard one bolt
da. a-'rsgmissing in the bean to bean cornection on level l0l' otr at grid line 0-18.8. 1lit] other botts
ere acceptable. Att tne deficierries that heve b€en noted in previous reports have be"n correrc-te4
except the beam- to- esbed at G-31, see report orr 12-22-93, h"4|.::.":s1bd at S-13.3, see report 1-18-
94 ard b.an- to- enb€d on grid tine 15.1, at 0 and P, see reportrS-8-94. Uith these exceptions thig
conc I udes our structursl steel observations.
PROGRESS REPonl Jeff Hith R. A. tletson and Roger r.ith the erection creH rere informed of fry observation.
CoPIES: R.A. lletson & Associates, lnc., Attn:
J V A, lnc.; GHathEy Pratt Schultz;
Toxn of vait, Attn: llr. Dan stanek;
llr.nick Asaie;
I I oarrett luss 9.63 | FtErD oBSERVER
Fred R. Ca|IFrori
APPROVED BY
A. r hutull prot.ctlon to cllantt, th. Pqbllc .nd ourralv.3, rll r.portr rF. 3ub.|ltt.d r. tha cohfld.ntlal prop.rty ol our cll.^t.r ihd ruthor'lz.tlon fo|. prbl lcrtion of atatdnant. Conclutlon! or.rtrrctr fFottr or r.gardlng oui raportr lr raiarvad pandlng our. rrlttan rpprov.l.S.|tlpl.r |,lll b. dl3poi.d of rft.i t.!tlng lr corDl.t.d unl.tr oth.F !rF.ng.n ntr.r..gr...d to lh ffltlng.A manb.r ot ttr. !I! grosp ot co,npaal.t ta, n, *.r@ .f.tl
Pg ;l 5 o=P>:UJ
=
ot
L
I
o o L
Evt
OE c<(
oc
.gO
!c
-;
(-)d
.F €|
=o
F
=
|!
EO t'lo E'OE El!+|ftL FIo)O olc c ol'-
ll,IF (\l >l dIc --IE E €lI OF
<tl 0, ! ro llt q,
=.Jl !|/'l- s
crl rl +, +,,ul <tl g) f 0I tt .o o dlol c, (,|
!,
0,o 'o,
E
EO -t-F!o0,
rt(|,.ol 3
lt
bE
c 'tt EO'l-o
q,Nt]rJll
oto
0,
o
q,
i
L o
o
o
o
ot c
o
,
q,tq-o d
-a .oo
ru ro q, <\l 3
-88 o EL
o-a
L
crd q, -o
.JE dro
L -'O c0,E3
-E o.-CJE
qt l!g!O
I
.'t lrJ lrJ
lrl F
cth rt)
F'o cr, -Ctr F @e,NO Fr4
!.1 -fd
OJ
-H @o o
'D
e,o
C|.|lI d
-:==o
= l-.is
EH l-ct &o 9 <.1 --
!96 69
EL lrl 4
lr!e
(5 'E'
=o Fa O.ol J(-'
l{
.D
aa
=+,!Oor c, -l u,oo Gt (,.F Or I .r 5sf @ L Cf -. l.t
CL '! G' IE'EP o ur x@ .P=o EU'CAO ITJ C,
- coF ()P trJ +t . Gt -<cL>
o
R EPORT OF
CHEN.NORTHERN, INC.
Col{sUlTIllG EllGlllEERS AID SCIEI{IISIS
i
FIREPROOFING THICKNESS, DENSITY AND BO
di*:h !9 (^)
: Ci:.''htii{ E qtr#Kfl
T0: MECiI
Attn
P .0.
Vai I
PROJECT:
Enterpri ses [r. Eustaquio Cortina
Box 3149 c0 81658-3149
Li ftsi de Building, Vail
JoB N0. 4 178 93-3
DAITY REPORI IIO. 57
-<E(i i?jJ
DATE:3-17-94.
SHEET LoF 3
Col orado
I.IATER IAL SPECI F ICATIONS
I,IANUFACTURER Grace l,lonokote
C0}ITRACTOR Rol li ng Plain
BOI{D STRENGIH (PSF)DEilSITY ( PCF)
PROJECT COt{DIT IOI{S
sUBSTRATE PREPARATI0IS not observed A"8IEI{T TEI'IPERATURT
SAI.IPL E
t{UI.IBER
TEST AREA
YET
I./E I6HI
(L8S)
ORY
YE IGHT
(L8s)
ftIOI S TURE
(r)
OEIIS ITY
(PcF)
l*
Zlt
4
5
C-41 retest colunn between living room & bedroorn
C-4? retest column betrieen middle & rest bedrooo
Unit C-52 col unn at northeast corner of west
bedroon
Unit C-52, decking, l0' south of north wall & 15'
east of stai rs
Unit C-52, bean between hall & west bedroqn, 26'
south of north wall
iAMPLE
rur'tBER
I.TIIIIHUM
THI CKI{ESS
( Itl)
}tAX I MUM
TH ICKTIESS
( ltl)
AVERA6E
TH I CKIIES S
( Ir{)
DES IGil
THI CKI{ESS
( Iil}
80il0
STREilGTH
( PsF)
R EI.IARKS
1
4
)
I .31
L .25
I .31
.16
.94
1.53
LOJ
1.56
.47
LZt
l .50
1.46
1 .47
.45
l. 16
L38
1.38
1.38
.38
1.00 Actual average 1.22 for density
PR0GRESS REPORT: * Tests l and 2 were retests on col unns uhere thicknesses of fireproofing
material were less than minimr.nn specs. Retests indicate fireproofing nou nEets specs.
COPIES: R. A. l{el son & Asso. - Attn: Rick Aoate
J.V.A. , Inc.
Grathey Pratt Schul tz
Town of Vai I
Carolyn Adams Brian Scanlan
FI ELO OBSERVER REVIEI'ED BY
A3 ! muturl prot.ctlon to cll.nt3. th. publlc .nd olrt.lv.t, .ll rGnortt.rG subrltt.d !r th. confld.ntlrl prop.r-ty oi cll.nti, .nC authorlz.tlon to. psbllc.tlon of 3t.t.D.nt!. Conclu.lonr or.rtr.ct3 fro||| or r.grrdtng our r.portt li rrrcrvoa
Pancllng our ||il tt.n .ppr.ov.'1.
a tn.|'tb.i ot th. II! 9r6uF ol cornpanlaa
R EPORT
CHEN-NORTHERN, INC.
coilsuLTIl{6 EIGIIEERS Al{D SCt EI|T I STS
OF FIREPROOFING THICKNESS, DENSITY AND BO
d*i,h
WW$M
T0: IIECM Enterprises J08 N0. 4 178 93-3 DATE: 3-17-94 Attn: ilr. Eustaouio Corti na
P.0. 8ox 3149 DAIty iEpotT lio. 57 SHEET 80F 3 vail, C0 81658-3149
PR0JECT: Liftside Euilding, Vail, Col orado
I.IAIER lAt SPEC IFICATIOI{S
MAI{UFACTURER Grace flonokote
C0I{IRACT0R Rolling Plain
801{D STRENCTH ( PSF)DEr{S I TY (PCF)
PROJECT CO}iOI T IOI{S
SUBSTRATE PREPARATIO}IS AI.IBT EtIT TEI,IPERATURE
SAMPLE
}IUMEER
TEST AREA
IIET
UEIGHT
(LBs)
DRY
IIE I GHT
(LBS)
},IO I STURE
(x)
DEIIS IIY
(PcF)
6
7
Unit C-51, beam, east bedroorn, l0' north os deck
Unit C-51, col umn betvreen north hall and nriddle
bedroom
iAMPLE
IUI,IEER
M I t{ I t'l Ul't
THI CKI{ESS
(il{)
HAXIIUlt
THICKNESS
(rr{)
AVERAGE
THICKI{ESS
(Iil)
DES IGt{
TH I CKIIESS
( It{)
BOND
STREII6TH
(PsF)
REHARKS
7
.88
1.19
l.19
1.63
1.07
l.4l
I .00
1.38
PROGRESS REPORT:
COPIES: R. A. l{elson & Asso. - Attn: Rick Aqate J,V.A., Inc.
Gwattmey Pratt schultz
Fown of Vai I
Carolyn Adams Brian Scanl an
FIELD OESERVER REVIEIJED 8Y
A3 ! nututl Prot.ctlon to cll.ntr. tht publlc .nd ourr.lv..! rll r..portr ar. .ub|t|ltt.d rr th. conttd.nttrl pr"oparty ot cll..rtt, .nd tsthorlaatloD tor Psbllc.tloD ot 3ttt.n Dti. CoDc?u.loaa or lrtr.ctt tr.a0 or- r.g.rdlng o|rr rrport! .tr ro{rvra P.||dlng our irltt.n .pprov.l.
A rn mb.r ot th. E!! group o.f co|'prnl.r
d''T%g' orri*n ti
d[{*; $amp;r;,r"lf ,;CHEN.NORTHERN, INC.
COIISULTII{G ENGINEERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: t'lE0ll EnterDri ses J08 1{0. 4 178 93-3 DATE: 3-17-94
Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I 0F t VaiI, C0 81658-3149
PR0JECT: Liftside Building, east of lresthaven Drive and Uestin Hotel , South Frontage Road l,/est, Vail, Colo.
PLACEI'|EI{T L0CATI0I{ :Slabs for Units C-71 and 72.
BAICH TICKET I I{FORI.IAT I OI{
TRUCK N0. 161
TIIIE BATCHED: 9:0l Al,l
TICKET iro. 01 r4s5
TIilE ARRMD: 9: Z0 Ar.l TIME
SUPPLIER: Uestern i'lobi I e
lllx DESI6I{ l{0. 44 v/fiber
PLACEO: 9:25 Al.l-CU. YD. L0AD/ACCUil: 7ll4l
FIELD TESTIIIG II{FORIIATIOII
TIIiE TEST TAKEI{: 9:34 A}l
JO8 SPECIFICAIIO S:
SLUI.IP
slu,tP
6 It{.
4 I t{.
SAI,IPLE TEiIP:
AIR COI{TEI{T: 4.51
AIR COl{TEl{l: 3 I
74 "F AIR TE}IP: 30 "F
llET UtllT IIEIGHT: 138.9
I.'ATER ADDED AT SITE 19 GAL.
CYL I NDER I I{FORI.IAT I Ot{
N0. 0F CYLIT{DERS: 7 CYLII{DER SIZE: 6"x 12" TII{E CYLII{DERS CAST: 9:44 Af,l UHERE CAST: 0n-Slte
CURIIIG II{FORMATIOT{
II{ITIAL CURE: on-site FIELD SToRACE FACILIIIES: Heated Trailer (except FC)
DATE RTCEMD AT LAB: 3-21-94 BY: l.lark Jensen l.ll t{/l,lM
AGE
DAYS
DATE
TE STEO
TOTAL LOAD
(L8s)
DIAI.IETER
( I ilCHES )
AREA
(sQ rr{)
COMP. STR.
(PSI )
TYPE OF
FRACTURE
CYLIIIDER
YE IGHT
(LBs)
CYLI NDER
UI{IT IIE IGHT
( PcF)
7
7FC
?8
2S
29H
?8H
3-24-94
3-24-94
3-24-94
4- 14-94
4- l4-94
4-14-94
4- 14-94
l0l ,000
10e,500
l13,500
137,000
130,000
135,000
142,000
5.99
5.99
5.98
6.08
5.99
5.99
5.99
28. l8
28.18
28.09
29.03
28. 18
28. 18
28.18
3580
3640
4040
4720
4610
4790
5040
shear
shear
con/shear
shear
snear
shear
shear
DESIGI{ STREI{GTH 4000 PsI 0 28 DAYS
TESTS 8Y LABoRAToRY PERS0I{!{EI ARE Il{ ACC0RDA}ICE yIIH APPLICABTE AsTl.l ITETHoDS UI{LESS oTHERyISE lloTED
SOI4E IIIFORI,IATIOI{ OF TEST REPORT iIAY 8E PROVIDED BY OTHERS
REiIARKS:
COPIES: R.A. f{elson & Associates, Inc
Town of Val l ; lJestern ilobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adarns Srian Scanl an
FIELD OBSERVER APPROVED 8Y
A5 e mutu{l pr.otcctlon to cllant3, th. publlc
c'll.ntt, lnd luthor'lzatlon tor publlc6tlon ot p.ndlng our wrltt.n .Pprov!|. Srrnpl.s wlll b.ln wrlt lhg.
A nqrb.r ol th. !!! group of conp.nles
rnd ourtalv.3, alI ragortt
ltrtcmantB. Concl ua I ona or dl.por.d of rtt.r t.itlng
ara 3ubmlttcd 63 th. contldl.nt'l.l prop.rty ol
crtracts tro|n or ragladlng o|rr rapot'ta lr ra3rrvad l3 complatad {nl.rs othai arrlngdnanta lgraad to
Foirn o. ct'tEll3A 6/91
CHEN-NORTHERN, INC.
COI{SULTI tIG E]{GIIIEERS AI{D SCIEIITISTS
BEPORT OF CONCRETE TEST CYLINDER DATA
A3 a |tlutl|rl Frotcct{on to cllant3, thc publlc and ours.lv.r, rll rcporta ar. rubinltt.d ar thG confldlantlal proparty of
cll.nts, .nd.sthorl:ltlon for !nbllcltloa ot atrtlo€rt3. CoDcluslorr or.rtrrct! tr6 or r.E!r.llng oui rcFort. l3 r.3.rv.d
P.ndlng our $lttcn.pprovrl. S.mpl.3 nlll b. dl.por.d ol .ft.r tcatlng l3 compl.tcd lnl.ss othar .rrdngsrcnts rgr.ed to ln l'rltlng.
A m.nb.r ol th€ !.1! group ol comprni.r Form No. CMElr3A 6/91
T0: HECH Enterprlses J08 ll0. 4 178 93-3 DATE: 3-17-94 Attn: [ustaqulo Corti na
P.0. 8ox 3149 SHEET I 0F I Vail, C0 81658-3149
PROJECT: Liftside Euilding, east of yesthaven Drive and Uestin Hotel , South Frontage Road yest, Vail, Colo.
PLACEI.ITTIT TOCATIO}I :Slabs for Units C-71 and 72.
BATCH TICKET I IIFOR}IATIOI{
TRUCK 0. 16l
TI llE BATCH€O: 9:01 Al,{
TICKET t{0. 0l 14s5
TIiIE ARRIVE0: 9:20 At,f T I lrlt
SUPPLIER: lJestern l,{obi I e
l{lx oESIGtl ll0. 44 w/flber
PLACEo: 9:25 Al'l-CU. YD. t0Ao/ACCUfi: 7/14/
FIELO TISTIN6 I IIFORIIAT I OII
TIHE TEST TAKEI{: 9:34 Atl
JOB SPECIF]CATIOXS:
SLUMP
SLUHP
6 Ir{.
4 I t{.
AIR
AIR
SA,IPLE TE}IP:
COi{TENT:4.5I
COiITENT: 3 I
74 "F AIR TEIIP: 30 "F
IJET Ui{IT |rEIGHT: 138.9
IJAIER ADOED AT SITE 19 GAL.
CYLINDER I NFORMAT ION
tlO. 0F CYLINDERS; 7 CYLIT{DER SIZE: 6"x 12" TIl,lE CYLINDERS CAST: 9:44 All IIHERE CAST: On-Site
CURII,IG I NFORI{ATION
II{ITIAL CURE: On-Site FIELO ST0RACE FACILITIES: Heated Trai ler (except FC)
OATE RECEMD AT LA8: 3-21-94 8Y: l{ark Jensen lll l{/l{AX
AUL
DAYS
DATE
TE STED
TOTAL LOAO
(L8S)
D I AI{ETER
( Il{cHES )
AREA
(sQ rr{)
COMP . STR.
(Psr)
TYPE OF
FRACTURE
CYLINDER
UE IGHT
(L8s)
CYLINDER
U IT UE IGHT
(PCF )
7
7FC
28
28
28H
28H
3-24-94
3-24-94
3-24-94
4- l4- 94
4-14-94
4 - 14-94
4-14-94
101 ,000
102 ,500
113 , 500
137 ,000
130,000
135,000
142 ,000
5.99
5.99
5.98
6.08
5.99
5.99
5.99
28. 18
28.18
u 8.09
29 .03
28.18
28. t8
u8. l8
3580
3640
4040
47?0
4 610
4790
5040
snea r
snear
con/shear
snea r
snear
snear
snea r
DESI GII STRETIGTH 4000 PsI 0 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE II{ ACCORDANCT UITH APPLICABLE ASTI,I I4ETHODS UI{LESS OTHERIJIST I{OTED
SOI.,IE I]{FORIIATIOII OF TEST REPORT MY 8E PROVIDED 8Y OTHTRS
REI.IARKS:
COPIES: R.A. tlel son & Associates, Inc
Town of Vail; lJestern llobile;
J V A, Inc.; Gwatlmey Pratt Schultz Carolyn Atlams Erian Scanlan
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISULTII{G E GI]IEERS AIIO SCIEI{TI5TS
REPORT OF CONCRETE TEST CYLINDER DATA
ffi^r*:h
kffig
T0: IIECH Enterprises JoB l{0. 4 178 93-3 0ATE: 3-17-94
Attn: Eustaquio Corti na p.0. Box 3149 SHTET I 0F t
Vail, C0 81658-3149
PR0JECT: Liftside Euilding, east of llesthaven orive and llestin Hotel , South Frontage Road llest, Vai1, Colo.
PLACEI.IENT LOCATIOII :Slabs for Units C-71 and 72.
BATCH IICKET II{FORHAT IOII
TRUCK l{0. 16l
TIME BATCHEO: 9:01 AH
TICKET lto. 0l 1455
TII{E ARRIVED: 9:20 At'l T I I'IE
SUPPLIER: llestern ilobi I e
MIX OESlctl N0. 44 r/fiber
PLACEO: 9:25 Al,l-CU. YD. L0AO/ACCUH: 7/14l
FIELD TEST I i{G II.IFORHATIOT{
TIME TESI TAKEN: 9:34 AH
JOB SPECIFICATIOI{S:
SLUIIP
SLUHP
6 I l{.
I l{.
AIR
AIR
SAI'IPLE TEI{P:
C0IITENT:4.5I
C0tlTEtlT: 7
11 "F AIR TEIiP: 3o oF
tlET Ul{lT IJEIGHT: 138.9
UATER ADDED AT SITE 19 6AL.
CYLIIIOER I I{FORMAT IOII
N0. 0F CYLIT{oERS: 7 CYtlllDER SIZE: 6"x 12" TIIIE CYLIII0ERS CAST: 9:44 Al,l IIHERE CAST: 0n-Site
CURIi{G IilFORMAT ION
IIIITIAL CIJRE: On-Site FIELD STORAGE FACILITIES: HCAtEd TTAi]ET (excePt FC)
DATE RECEIVED AT LA8: 3-?l-91 8Y: flark Jensen l{ I l{/t'tAx
A6E
OAYS
DATE
TE STED
TOTAL LOAD
(L8s)
DIAHETER
( I r{cHES )
AREA
(sQ It{)
cor{P.sTR.
(Psr)
TYPE OF
FRACTURE
CYLII{OER
UE IGHT
(L8s)
CYt II{OER
UT{IT YEIGHT
(PCF)
7
I
7FC
?8
28
28H
28H
3-?4-94
3-24-94
3-24-94
4-14-94
4- 14-94
4 - 14-94
4- l4-94
l0l ,000
l0z ,500
I13.500
5.99
5.99
5.98
28. l8
28.I8
28.09
3580
3640
4040
sneat
shear
con/shear
DES IGI{ STREIICTH 4000 PsI 0 28 DAYS
TESTS 8Y IABORATORY PERSOI{I{EL ARE IIt ACCORDAIICE IIITH APPLICASLE ASTI'I I{ETHODS UI{1E55 OTHERI{IsE I{OTEO
SOME II{FORMATIOTI OF TEST REPORT HAY BE PROVII)ED BY OTHERS
REI4ARKS:
COPIES: R.A. llelson & Associates, Inc
Tovn of Vail; Uestern l,lobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Brian Scanl an
FIITD OBSERVER APPROVEO BY
Ar . mut!.1 protcctlon to cll.nt3, th. publlc
cll.nts. lnd lsthorlzrtlon tor Publtc.llon of
p.hdlng our wr{tt.n .pprov.l. S!ftpl.r ttll bc
ln Hrltlnq.
A rlldnb.r ;f th. !l! grosP ot c.,''P.nlat
and ourialvar. all rapoFt3
rtttdtrcntr. Conc I ut lons or dlrpo3ad ol rftar t.rtlng
.r. 3ubinlttcd !r thc confldl.ntl.l proPcrty ot
.rtrlcti from or r.g.rdlng our r.portt It r"crv'c
Ir c(npl.t€d uhl.ai oth.r'arrangdnants lgra.o ro
Forrr xo. cH€rl3A 6/91
CHEN-NORTHERN, INC.
col{suLTIllG El{GlI{EER5 All0 SCI Ell1 I ST5
REPORT OF CONCRETE TEST CYLINDER DATA
dii'%/N -
',€\'g MAR 1994 ts dJ (n
A 'tr * $tuf*''1 9 (gr,.,,,"d
T0: l{ECll Enterprises J08 N0. 4 178 93-3 DATE: 3-16-94
Attn: Eustaquio Cortl na
P.0. 8ox 3149 SHEET I 0F I
Vail, C0 81658-3149
pR0JECT: Liftside Building, east of llesthayen orlve and lrestin Hotel , South Frontage Road lrest, Vail, Colo.
PLACEHEI{T L0CATlol{: F]oor 5lab, Lower sections of Erployee tlnit and Recreation Room.
BATCH TICKEI I I{FORI.IAT IOt{
TRUCK NO. IOO
TII{E BATCHEO: 8:50 All
TtcKET t{0. 01 l44I
TIIIE ARRIVE0: 9:15 Ar,l rIltE
SUPPL I ER: Uestern l'lobi Ie
l,llx DEs I Gl{ t{0. 44
PLACED: 9:28 All-CU. YD. L0A0/ACCUil: 7lzL/28
FIfLO IESTIiI6 IIIFORIIAIIOI{
TlllE TEST TAKtt{: 9:42 AH
JOB SPECIFICATIOT{S:
SLUIIP:51/2 Il{.
SLUI'IP: 4 I l{.
SAI'{PLE TEI'IP:
AIR Col{TEt{T:5.2 I
AIR C0 TEflT: 3 X
12 "F AIR TEIIP: 35 "F
llET UtllT IJEIGHT: 138.5
UA]ER ADDEO AT SITE -- GAL.
CYL I I{OER I TIFORMAT IOt{
t{0. OF CyLI DERS: 7 CYLINoER SIZE: 6"x 12' TIHE CYLII{DIRS CAST: 9:52 AM IHERE CAST: on-Slte
CURING I I{FORMAT IOII
IIIITIAL CURE: 24 hours
DATE RECEIVED AT LA8:
0n-Si te
3-17-94
FIELt) STORAGE FACILIIIES:
BY: Erian Scan l an MIt{/llAx
AGE
OAYS
OATE
T E STED
TOTAL LOAO
(LBs)
DIAMETER
( rNCHEs)
AREA
(sQ ril)
COMP. STR.
(Psr )
TYPE OF
FRACTURE
CYLII{DER
VEIGHT
(L8s)
CYL IIIDER
UI.IIT I,,EIGHT
(PcF)
7
1
7FC
28
78
28H
28H
3-23-94
3-23-94
3-23-94
4-I3-94
4- l3-94
4-l3-94
4- l3-94
92 ,000
92 ,500
102.000
5.99
6.08
5.99
28. l8
29.03
28. l8
32 60
3190
3620
shear
snear
snear
OESIGII STREI{GIH 4OOO PSI € 28 OAYS
TESTS BY LABORATORY PTRSOIITIEL ART IIt ACCOROAI{CE I,,ITH APPLICABLE ASTM I4ETHOOS UIILESS OTHERI{ISE I{OTTD
SO}IE II{FORI{ATIOII OF TEST RTPORT I.IAY 8E PROVIDED BY OTHERS
REi.IARKS:
COPIES: R.A. llelson & Associates, Inc
Town of Vail; 9estern t'lobile;
J V A, lnc.; Gwathmey Pratt Schultz Carolyn Adams Bobby J. Hays
FIELO OBSERVER APPROVED BY
Ai . mutual Protcctlon to cll.ntt' thc Pobllc
cl l.nt3. ltld irthorltrtion for Publ lcrtlon of
p.ndlng our wrlttcn .pProv.l. S.hPlGi rlll b.
ln nrl t I nq.
a mcmb.r ;t th. !l! grouP of codp.nt.r
.n.t ourr.tv.r I rlI rcPort3
itatclt|cnt3. Concl ur lon3 or
dl3pot.d ot rft.r t.rtlng
.r. .ubnltt.d .r tt. confldlGntl.l P?oPcrty ot
artract3 frod or rcgardlng our rcport3 l3 rr"rv'd
l3 complat.d unlcrt othar arrangdnanti rErt'o Eo
Forn o. CllEl l3A 6/91
d"x"%!a APR lee+ H A;Jing R*ry:bl fuar-regy
CHEN.NORTHERN, INC.
COI{SULTII{G EII6II{EERS AIIO sCI EIITI ST5
REPORT OF CONCRETE TEST CYLINDER DATA
T0: lilECil tnterprises J08 lto. 4 178 93-3 DATE: 3-16-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I VaiI, C0 81658-3149
PR0JECT: Llftside Building, east of yesthaven Drive and lJestln Hotel , South Frontage Road Uest, Vail, Colo.
PLAcEllEtlT LocATI0t{: Floor slab, Lower sections of Empl oyee unit and Recreation Room.
BATCH TICKET I I{FORI,IAT I OiI
TRUCK l{0. 100
TIiIE EATCHED: 8: 50 Alil
TICKET r{0. 0l l44l
TIl.lE ARRIVED: 9: 15 Al'l TIiIE PLACED:
SUPPLIER: Uestern lilobi le
lflx DEstGr{ t{0. 44
9:28 Atf-CU. YD. LOAD/ACCU}i: 7lztl28
FIELo TtSTIllG lliFoRlilAlloll SAMptE TEflp: tZ T AIR TEIitp: 35 "F
TII'IE TEST TAKET{: 9:42 All sLUilP: 5ll2 lil. AIR c0t{TE T:5.2 I yET ut{IT UEIGHT: 138.s
J08 sPEC IFICATI0I{s: sLUMP: 4 lti. AIR c0NTEtiT: 3 I yArER ADDED AT SITE -- 6AL.
CYLII{DER I i{FORI.IAT I Ot{
ll0. 0F CYLIIIDERS: 7 CYLIIIDER SIZE: 6"x 12" TIl,lE CYLIT{OERS CAST: 9:52 Al,l UHERE CAST: 0n-Site
CURIT{G II{FORMTIOI{
I ll I TIAL CURE: 24 hours
DATE RECEIVED AT LA8:
0n-S i te
3 - l7-94
FIELD STORAGE FACILITIES:
BY: Brian Scanlan l,lIl{/}lAX
A6E
DAYS
DATE
TE STED
TOTAL LOAD
(LBs)
DIAI.IETER
( r ilcHEs )
AREA
(sQ rr{)
col.rP . sTR.
(PSI )
TYPE OF
FRACTUR€
CYLINDER
VII6HT
(LBs )
CYLIT{DER
Ui{IT t,EIGHT
( PcF)
7
7 9t'
(o
28
28H
z8H
3 -23-94
3 -23-94
3 -23-94
4- 13-94
4- l3 -94
4- l3 -94
4-I3-94
92,000
92,500
102,000
125,500
127,000
122,500
t30.000
5.99
6.08
5.99
6. 08
6.08
6.00
6.08
28. 18
29.03
28. 18
29.03
29.03
28.27
29.03
JZ DU
3190
JO(U
4320
4370
4330
4480
shear
snear
snear
snear
snear
snear
sher
DESIGI{ STREI{GTH 4000 PsI 0 28 DAYS
TESTS 8Y LAEORATORY PERSOI{i{EL ARE I1{ ACCORDAI{CE YITH APPLICABLE ASTI.I I.{ETHODS U1{1E55 OTHERT'ISE IIOTED
SOI,IE IIIFORI,IATIOI{ OF TEST REPORT IIAY BE PROVIDED BY OTHERS
REiIARKS:
COPIES: R.A. llelson & Associates, Inc
Town of Vail; tJestern l,lobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
As r nuturl prot.ctlon to cllrnts, th. publlc
cllrntt. lnd .uthori:.tlon for publlcltlon of pendlrg our wrltt.n approvrl. S6nple! wlll b.ln wrltlng.
A natnbar of th. HIH gr'oup of comprnl.5
6nd ourrclva3, !l l r.portr 3trt.|r|.nta. Conclu!lons or dl3por.d of rft.i t.rtlng
.r. .ubn{tt.d !r th. confldJ.nt{.1 prop.rty ot attr6ct3 tron or ragardlng our r.portt lr rasrt vad l3 cofiplat€d unla33 othar arrangafix.nts rgraad to
For Ho, C Ell3A 5/91
CHEN.NORTHERN, INC.
COI{SULTIIIG EI{GIXEERS AIID SCIEI{TI STS
REPORT OF CONCRETE TEST CYLINDER DATA
A. e Dutull piotcctlon to cllcnt3. th. publlc rnd ourralv.3, rll r.por-tr .r. rutnltt.d.3 th. cortldlrntlr'l proparty of cllents, 6nd author{zrtlon tor publlcatlon of ltrtanrntt. Corclu3lon3 or' .rtracts frofi or r.96rdlng our raporta ft rasarvad pcndlng our" rrlttcn rpprovr'| . S.nplr! wlll b. dlspoaad of sftcF t.stlng li coripl.t.d unlqss oth€r .rr.ngdn nta agreed to {n wr'l t I ng.A m.hb.r of th. HItl group of coilPrnl.r Forln l{o. CflEll3A 6/91
T0: llECi{ Enterprises JOB t{0. 4 178 93-3 OATE: 3-16-94 Attn; Eustaouio Corti na
P.0. Box 3149 SHEET I 0F I VaiI, C0 81658-3149
PROJECT: Liftside Euilding, east of lJesthaven Drive and llestin Hotel , South Frontage Road tlest, Vail, Colo.
PLACEHENT LOCATI0N; Floor Slab, Lover Sections of Employee Unit and Recreation Room.
BATCH TICKET IllFoRHATIoli SUPPLIER: I'lestern Hobile
TRUCK N0. 100 TICKET t{0. 0l 1441 HIX DESIG 0. 44
TIIfE BATCH€D: 8:50 AM TI|IE ARRIVED: 9:15 All TII{E PTACED: 9:28 Alf-CU. YD. t DAD/ AECW4: 7/27/28
FIETD TESTIT{G Il{F0Rl,lATI0tl SAIIPLE TEMP: 72 "F AIR TEIIP: 35 "F
TIiIE TEST TAKET{: 9:42 All SLUIIP: 5ll2 It{. AIR C0l{TEt{T:5.2 X VET UIIIT I/EIGHI: 138.5
J08 SPECIFICATI0NS: SLUI{P: 4 It{. AIR CONTEI{T: 3 X VATER ADDED AT SITE -- GAL.
CYLITIDER I NFORI.IATI ON
t{0. 0F CYLINDERS: 7 CYLII{DER SIZE: 6"x 12" TItitE CYLIIIDERS CAST: 9:52 All IJHERE CAST: On-Site
CUR I NG I I{FORI.{AT I OI{
Il{ITIAL CURE: 24 hours
DATE RECEIVE[) AI LA8:
0n-S i te
3- l7-94
FIELO STORAGE FACILITIES :
BY: Erian Scanlan l,ll N/flAX
AGE
DAYS
DATE
TE STE D
TOTAL LOAD
(LBS)
t) I AI,IETER
( IilCHES)
AREA
(sQ rr{)
coltP. sTR.
(Psr )
TYPE OF
FRACTURI
CYLIT{DER
I..lE I6HT
(L8S)
CYLI!IDER
UI{IT I'EIGHT
( PcF)
7
7
7FC
?8
28
28H
28H
3-23-94
3-23-94
3-23-94
4 - l3-94
4-13-94
4-13-94
4-13-94
92 ,000
92,500
102,000
125,500
127,000
t22 ,500
130 ,000
5.99
6.08
5.99
6. 08
6. 08
6.00
6.08
28. 18
?9.03
28. 18
29.03
29.03
28.27
29.03
3 260
3190
3620
4320
43 70
4330
4480
shear
shea r
snear
shear
snear
snear
sher
OESIGII STRENGTH 4000 PSI 0 28 0AY5
TEST5 BY LAEORATORY PERSONI{EL ARE It{ ACCORDAIICE UITH APPLICABLE ASTI.I I.iETHODS UNLISS OTHERUISE I{OTED
SOI.{E II{FORIIAIIOi{ OF TEST REPORI I,IAY 8E PROVIDED BY OTHERS
R ET,IARKS :
COPIES: R.A. llel son & Associates, Inc
Town of Vail; lJestern llobi)e;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVEO BY
CHEN-NoRTHERN, INC.
cor{suLTt lrc EltctIEERS A]tD sctEITtsrs
REPORT OF STRUCTI,]RAL STEEL
,c*T'\,f ApR te94 e ;:. Cr' r',,.riY E ,:i PRArr .',criuLra
<a-r
\.c,ArcHnEcTs,P.cSt/
:R!e(!P TO: tlEcl4 Enterprises JOB ilO. 4 178 93-3 Olte: 3-15-94--Attn: Eustaquio Cortina
P.O. Box 3149 Vait, co E165A-3149 OAILy REpoRI xo. 56 slrEET I OF r
PRoJECT: Liftside Euitding East of uesthaven Driye snd Uestin Hotel,, south Frontage Road Uest, Vait, Cotorado.
The repairs rere visuatly observed on the tro colrms at the first floor tevet, p-31 erd T-27. Thc Hetds are acceptable erd the repairs conformed to the architectrs draHing e i SZ e S:.
The repai rs to the interior roof bean that ras danaged in the construction accident ras coflpl.eted during [v visit atd confoflIE to the stppl enenta I draring and the Hetds Here visual.ty observed and are acceptabl e.
COPIES: R.A. llelson & Associates, lnc., Attn: Hr.
J V A, lnc.; Gesthney Pratt schuttzi
loyn of Vail, Attn: Hr. Dan Stenek;
*'* o'"1"'
Darrel I C. Huss
FIElD OBSERVER
Fred R. csmron
REVIEUED BY
A3 6 mutl|rl prot.ctlon to cll.ntt, th. publlc lnd orr'3.1v... .ll F.portr rr. rubtnltt.d .. th. coht.ld.ntl!l prop.rty of oul. ct.t.ntt, .nd tuthorl2ation for Dsbllcltlon of atatainant. Conclurlona or artrrctr from o|. r.glrdlng our !.aport3 t3 r..i.rv.c pandtng olr xr..ttt.n lpptoval.s.nplc! wlll b. dJ3porcd "t ftt!L!!t!1ns l. coftFtGt.d rlttiii-ouro. arr.ng.m.nt3 ai..gr.rd to tn rrtttng.A m.nb.r ol th. HIH group of coftp.n{.r
=(-)av
t a
I
FT''%t ott t,no t'd
iA
, triiftdidf''..$\..- ,"y
L o
.EI
!
o,
!,|!
oc
cl!
o
th et
LO
e=
_O trJ 0td
ot
]
o
0,:; e oc.
=r5€
be i .Jst =x!,'b i
(|!rJ lx |(t rl, ;
Eo a r!-
-c =90 :,i
5jq
LE
...a j ..:
o I :
@
"?
o @ q
@
o
^|c!o
N o @
ao
^|
o
"l
@
.i
I
.o a I o
q
z
F
o
o-
do
-o tt ce
JiD o=qr!o(o (\l
.-.1 <fl.
aot.F tc Plf
'El q-
=to
o
-c9
o0,
o
EO'ol e
(o
C')c.
FB
-!EP-
llr o ro ro9'=
oo
,a o
l|, ra-
'o .G c-p e,
-e o
t'o
E(O or*
3!d -
E s' -c
o]!aoo 5C (\rl o
col o t|!<PlluP
E:1. o
o O-_od
0r:.
clo aD v,
att o g .PE
o!qro
.EI
oo
l-c
(tL co -Fc
Ed ]!o
-cl ! (|.-8'E.E
o'!o
Lr-<fo ol
lFl ut
I lr,F, lrl
u,r F
er''ro
C').o
<et -O)F cod |\O
".. CL lrl sfd
OJ
=H oEt o }?
e,o
CL lrl
oa
-: z,
E-:S *e,
EH
=o Eo 9<l --+Fa
E-*69
CL ld 4
o (c cD lrl ct E,L <o +t a9 tt,-F.(l,olz
HCD
=@
ag E
+r L oc'r (J rf
oo cQ
Ut .F <tt I .r 5rf@ g CtF. Uit o.6dtro
o(,X@ +r=o gl!@o
l-l C,
- COe C) +l tr.l +, . .rt -<a->
o
Elr
Lq
oa-
.F (v
o cc)(U L-or-rF -o(t 9€ '.o!_g
Elo
-!arlgo
r*f,sze$
npnrssl e
-' lli"{ :
^t.,,t=i'rlq -g ffi$hdrr*og 'ti€erzrr9/
c
L
dl
>
!
g
o
d
GI o
?ro
a=
F trl!+F=5A
..r6
E=qE .6 os 2 o,*
=>
E
e,
ut 4 .:--=
=e,
F=
+=+|:lrJ ==:<eE
lrJ 4
l!
e,
(,
=
ro
b oor (rr
oo rv)
F tgtaO L Er !t ut E! 41 -ro ot vr .o .9=X tur oo r! ac (-.'
- ! '-ctrro.F Stds
F
R
CHEN.NORTHERN, INC.
collsuLTtil6 E GIITEERS AltD SCIEI|TISTS
EPORT OF FIREPROOFING THICKNESS, DENSITY AND BON
T0: llECtl Enterprises JoB N0. 4 178 93-3 DATE: 3-15-94 Attn: ilr. Eustaquio Corti na
P.0. Box 3149 SAILY REPSRT ttg. 55A SHEET A 0F 5 vaiI, C0 81658-3149
PR0JECT: Liftside Building, Vail, Colorado
IiIATER IAL SPECI FI CAT I OIIS
MAt{UFACTURER Grace l,lonokote
CONTRACTOR Rol I i ng P'lai n
B0l{D STREi{GTH (PSF)DENSITY (PCF)
PROJECT CONDITIOI{S
SUBSTRATE PREPARATIOIIS AI'IB I TNT TEI,IPERATURE
SAHPLE
NUMBIR
TEST AREA
rc. I
t{E I6HT
(LBS)
DRY
UE IGHT
(LBS)
MO I STURI
(1)
OEI{SITY
(PcF)
I
3
4
Unit 8-41, decking, hall north of unit, 26' west of east wal l
Unit 8-41, beam, living roorn, 10' north of south
wall & 6' west of east nall
Unit B-41, column, west wal'l of unit approxi mate1 y
22' north of southwest corner
Unit B-42, lrest bedroom, 0' east of west wall &
16' south of north wall ?.97 1.98
iAI'IP LE
It/ltlBER
lt I N ll,tu[
TH ICKIJESS
(IN)
l,tAx I ilul.t
THICKIIESS
(Il{)
AVERA6E
THICKI{ESS
(lt{)
0Es lGl{
THICKI{ESS
(1il)
BOIID
SIRENGTH
(PsF)
R EIiIARKS
I
3*
4
38
94
50
94
.47
1. 25
I, DJ
t.(J
.43
1.20
L33
1.05
.38
I .00
1.38
1.00 Actual average 1.13 for density
PROGRESS REPORT:
C0PIES: R. A. Nelson & Asso. - Attn: Rlck Agate
J. V. A. , Inc.
Gwattmey Pratt Schultz
Town of Vai'l
Carolyn Adams Brian Scanlan
FIELD OB5ERVER REVIEI'ED 8Y
43. tnuturl prot.ctlot to cll.nt.. th. f'ubllc.nd ourtalv.., .ll r.portr .r. isbmltt.d.t th. conttdrntt.l prop.rty ot cll.ntt' .nd luthorl2.tlon tor publlcatlon of 3t!t.tD.nt3. Conc'lu3loni or .rtr-.ctt liom or r..g!rdlng our r.pottr l3 iat.t v.d P.ndl ng our r.lttrn .pprovr'|.
A h.mb.r ot th. EI! group of comp.nl..
R EPORT
CHEN-NORTHERN, INC.
coltsuLTl t{G E}tcfitEERS Al{D sCIEi{TIST5
OF FTREPROOFING THICKNESS, DENSTTY AND BON
T0: l'lECl'l Enterprises JOB N0. 4 178 93-3 DATE: 3-tS-94 Attn: llr. Eustaouio Corti na
P.0. Box 3149 DAILY REPoRT N0. 55A SHEET 4 OF 5
Vai l, C0 81658-3149
PR0JECT: Liftside 8ui1din9, Vail, Colorado
MATERIAL SPEC I FI CATIOT{S
}|AI{UFACTURER 6race llonokote
C0I{TRACT0R Rolllng Plain
BOI{D STRENGTH (PSF)DEI{SITY (PCF)
PROJECT C()t{OI T IOIIS
SUBSTRATE PREPARATIOI{S AI.,IBI EI{T TEI.,IPERATURE
SAIlPLE
IU BER
TEST AREA
I/ET
T'EIGHT
(t8s)
ORY
IJE IGHT
(LBS)
IIIOISTURE
(r)
DEIISITY
(PcF)
5
b
7
I
Unit B-4?, decking, east bedroonr, 14' north of
south wal l
Unit 8-4?, column betneen living room & east
bedroorn, 24' north os south wall
4th level B-pod, bike storage area beam, 14, east of west wall & l0' north of stairs
4th level B-pod, bike stroage area colunn, 12' west
of east wall & Z6' north of stairs
iAMPLI
IUMBER
MIIIIMUT.I
THI CKI{ESS
(lt{)
MAX I I.IUH
THI CK}IESS
(ltl)
AVERAGE
TH I CKNESS
(It{)
DES I6N
THI CKNESS
(Itl)
BOND
STRE}IGTH
(PSF)
REI.IARKS
5
6
7
8
.36
I tq
.88
l .25
.47
I.OJ
I .25
.t.oJ
.45
1.40
l.l1
1.44
-J6
I .38
1.00
I .38
PROGRESS REPORT:
COPIES: R. A. llel son & Asso. - Attn: Rick Agate
J. V.A. , Inc.
Gwatlmey Pratt Schul tz
Town of Vai l
Carolyn Adams 8ri an Scanlan
FIELD OBSERVER REVIEVED 8Y
At I tttutt||l prot.ctlon to cll.nt3, th. publlc and ourB.lv.r, all r.ports ar.3ubtrttt.d.i thc conftd.ntt.l ,roplrty of cllantS, lnd ruthorlaitlon toF Publlcatlon of 3trtarDantt, Conclurlont or artrlct3 fron or rc96rdln9 our rtport3 lj rccrrvrd
Par|cllnE olrr rr{tt.n !ppr.ov!l .
A m.mb.r of the !I! group of comp.nl.3
R
I
Ai ! nlturl prot.ctlon to cll.ntt, th. publlc rhd ouiaalv.3r rll r.portt.r. tuhnltt.d ar th. conftd.ntt!.1 proparty ot cll.nt3r rnd .uthoFl r.t I on toF p|rbllc.tlon of.tatah.ntr. conclutlont or.xtrtcta tFom or r.grrdlng our. r.!'oitl t5 rr:ervra p€ndlng our tirlttan opprovrl.
A l' mb.r ot th. HlH group ot conp.n'|.3
CHEN.NORTHEHN, INC.
COI.ISuII]IIG EI{GI IIEERS AIID SCIEIITISTS
EPORT OF FIREPROOFING THICKNESS, DENSIry AND BO
d*T'\|$' APR leea e'q-, G. .,'.1 E ,'.il Pfitir iCri-r iLIZ <,,-i
s,F"qw
T0: IIECM Enterprises JoB N0. 4 178 93-3 oATE: 3-15-94 Attn: l.,lr. Eustaouio Cortina
P.0. 8ox 3149 DAJLY REPORT ttg. 55A 5HEET 5 0F 5 Vail, C0 81658-3149
PROJECT: Liftside Building, Vail, Col orado
}IATERIAL SPECIFICATIOiIS
IIAi{UFACTURER 6race l,lonokote
C0I{TRACTOR Rolling Plain
BOIID STREIIGTH (PSF)DEI{SITY (PCF)
PROJECT COI{DI TI ()TIS
SUESIRATE PR€PARATIOI{S A}I8IEI{I TEXPERATURE
SAMPLE
NUMBER
TTST AREA
YEI
YEI6HT
(LBS)
DRY
UEIGHT
(LBS )
I,IO I STURE
(x)
DEIIS I TY
( PCF)
9
10
unit A-42, decking, middle bedroom, l0' north of
deck
Unit A-42, column between living roon & west
bedroom, Z?' north of south wall
iAMPLE
tu EER
l. I ilUl,l
TH ICKI{E5 5
(IN)
HM Il,tu
THICKI{ES5
(lN)
AVERAGE
THICKI{tSS
(Il{)
DES IGl{
IHICKIIESS
( IN)
BOTID
STREI{GTH
(PsF)
REI'IARKS
9
10
.3I
r.4f,
.47
I.DJ
.43
1.45
.38
I?A
PROGRESS REPORT:
COPIES: R. A. l{elson & Asso. - Attn: Rick Agate
J.V.A.. Inc.
Grrathrey Pratt Schul tz
Town of Vai I
Caro'lyn Adams Brrian Scanl an
FIELD OBSERVER REVIEI'ED BY
o
CHEN.NORTHERN, INC.
COI{SULTIl{G E}IGIi{EERS AIIO SCIEIIT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: IIECM Enterprises JOB 1{0. 4 t78 93-3 DATE: 3-14-94 Attn: Eustaqu i o Cortina
P.0. 8ox 3149 SHEET 1 0F I
Vai 1, C0 81658-3149
PR0JECT: Liftside Building, east of vesthaven Drive and Uestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI,IET{T LOCAT IOI{ :Floor Slab, B-51 & 52.
BATCH TICKET Ii{F0RI|ATI0N SUPPLIER: llestern l{oblle
TRUCK lr0. 114 TICKET 0. 011415 lllx DESIGI{ ll0. 44
TII{E BATCHED: 8:59 Al,tl TIIIE ARRIVED: 9:20 Al,l TIttE PLACED: 9:28 All-CU. YD. LOAD/ACCU}'|: 7l?1149
FIELD TESTII{G II{FORMATION SAI,iPLE TEIIP: 67 "F AIR TEI.IP: 30 .F
Tll,lE TEST TAKEII; 9:36 Atl S[UllP: 5 IN. AIR CONTEI{T: 5.61 t{ET UtllT UEIGHT:
JOB SPECIFICATIOI{S: SLUIIP: 4 lfi. AIR C0t{Ttt{T: 3 1 ITATER ADDED AT SITE 7 GAL
CYLIIIDER I NFORMAT I Ot{
t{0. 0F CYLII{DERS: 7 CYLINDER SIZE: 6"x 12" TIME CYLII{OERS CAST: 9:46 Al,l UHERE CAST: On-Site
CURII{6 II{FORIIAIJOII
IIIITIAL CURE: 48 hours On-Site
DATE RECEIVEO AT LAB: 3-16-94
FIELD STORAGE FACILITIES: Heated Job Trailer
8Y: l{ark Jensen l{l N/l.lAX
AGE
DAYS
DATE
IESTED
TOTAL LOAO
(L8s)
OIAI.{ETER
( Il{cHES )
AREA
(sQ 1x)
col,tP . sTR.
(Psr)
TYPE OF
FRACTURE
CYL I t{DIR
UE IGHT
(L8s)
CYLII{OER
UIIIT lJE IGHT
(PcF)
7
7
/FC
28
?8
28H
28H
3-21-94
3-?1-94
3-Zr-94
4-lt-94
4-11-94
4-rr-94
4-11-94
94,500
100,000
99,500
132,500
I3?,500
127,000
132.000
5.99
5.99
5. 99
5.99
5.99
6.08
6.00
28. 18
28. 18
28. t8
28. l8
28.18
29. 03
?8 .?7
33 50
3 550
3530
47 00
4700
437 0
4670
shear
shear
shear
shear
shear
shear
shear
DESIGI{ STREI{GTH 4OOO PSI O 28 DAYS
IESTS 8Y LAEORAIORY PERSOIIIITL ARE II{ ACCORDAI{CI IJITH APPLICAETE ASTII I'IETI{ODs UI{TIsS OTHERYISE IIOTED
SOI{E IIIFORI,IATION OF TEST REPORT I.IAY 8E PROVIDEO BY OTHERS
REIIIARKS:.5I daraset accel erator added to thi s mi x.
COPIES: R.A. llelson & Associates, Inc
Town of Vai I ; tlestern l,lob'i le;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Brian Scanl an
FIELD OBSERVER APPROVEO BY
A3. |||||turl pr"ot.ctlon to cll.nt3, th. p(bllc .nd oursclv.r. a'll r.porta ara 3ubr.lttad rr th. conlldl.nt'l.l prop.rty of
cll.ntar .nd authorliltlon for public.tlon of itrtdnant3. Conclu3lona or axtracts frofi or ilgardlng our raports l3 raSarvad p.ndlng olr rdrlttcn lpproval. Slmpl.t *lll b. dlsposcd of.ft.r t.rtlng l3 co|trplGt.d unl.rr oth.r".rrrngdn nt. .gr..d to ln rrl tl ng.
A monb.r of thc !.1! group of complnl!3 Forn t{o. Ctl€1134 6/91
f-i'%!t or*rrno
I ci;.^;hdtg
,6_-r Fn*ftQ4ilM,trl
iir./idfiffinc.CHEN-NORTHERN, INC.
COiISULTIIIG EIIGIIIEERS A1{O SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER
T0: llECl,l Enterpri ses JoB N0. 4 178 93-3 DATE: 3-14-94
Attn: Eustaqulo Cortl na
P.0. 8ox 3149 SHEET I 0F I Vail, C0 81658-3149
PR0JECT: Liftside Building, east of l,lesthaven Drive and l,lestin Hotel , South Frontage Road llest, Vail, Colo,
PLACEI'IEIiT LOCATIOII:Floor SIab, B-51 & 52.
BATCH TICKET INFORMATIOI{ SUPPLIER: llestern l,lobi le
TRUCK N0. ll4 TICKET ll0. 0ll4l5 l.lIX DESIGIi N0. 44
TIitE BATCHEO: 8:59 Al'l TIHE ARRIVED: 9:20 Ail TIIIE PLACED: 9:28 All-CU. YD. L0A0/ACCUI,|: 7l2rl49
FIELD TESTIT{6 I IIFORiIAT I OI{ SA}IPLE TEI.IP: 67 .F AIR TE[P: 30 "F
TII'IE TEST TAKEII: 9:36 All SLUt'lP; 5 lt{. AIR C0t{TEt{T: 5.61 tlET ut{IT I{EIGHT:
JOB SPECI FI CATI0I{S: SLUiIP: 4 IN. AIR C0NTEi{T: 3 X |IATER ADDED AT SITE 7 6AL.
CYL I I{DER IIIFORI.IATIOI{
N0. 0F CYLINDERS: 7 CYLIN0ER SIZE: 6"x 12" TIIIE CYLIIIDERS CAST: 9:46 Al1 I{HERE CAST: on-Slte
CURIN6 INFORI,IATI()T{
IIIITIAL CURE: 48 hours on-Site
DATE RECEMD AT tAB: 3-16-94
FIELD ST0RAGE FACILITIES: Heated Job Trailer
BY: llark Jensen lll ll/l.{Ax
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(L8s)
DIAIIETER
( il{cHES)
AREA
(sQ It{)
cor,rP. sTR.
(Psr )
TYPE OF
FRACTURE
CYLI DER
I'E IGHT
(LBs)
CYLII{DER
UIIIT YEICHT
(PcF)
7
ltL
28
z8
28H
28H
3-21-94
3-21-94
3 - 21-94
4-11-94
4-u-94
4-ll-94
4-11-94
94 ,500
100,000
99,500
132,500
132 ,500
127 ,000
132 .000
5.99
5.99
5.99
5.99
5.99
6.08
6.00
28. l8
28.18
28. l8
28.18
28.18
29.03
28.27
3350
3550
3 530
4700
4700
4370
4670
snear
snear
sneat
snear
snear
snear
DESIGII STREI{GTH 4()OO PSI E 28 DAYS
TESTS 8Y LABORATORY PERSOI{I{EL ARE ItI ACCORDAT{CE UITH APPLICAELE ASTI,I METHOOS UIILESS OTHERI.'ISE IIOTED
SOME II{FOR}IATIOI{ OF TEST REPORT I.IAY 8E PROVIDED BY OTHERS
REIIARKS: .5X daraset accelerator added to this mix,
COPIES: R.A. l{elson & Associates, Inc
Town of Vail; l{estern }lobi]e;
J V A, Inc.; Gwatlmey Pratt Schu'ltz Carolyn Adarns Brian Scanl an
FIELD OBSERVER APPROVEO BY
A3 a mutual prot.ctlon to cllantr, tha Publlc rnd oursalves, rll rcport3
cllcnt3, rnd .uthoilr.tlon tor publlcltlon of statdnant3. ConeluJlont or p.ndlng'our rltten .pprov.l. S.ilplat |rlll b. dlipos.d ot .lt.r t..tlng In wrltlng.
A n€mb.r of the 4 sroup of complnl.3
rr. 6sbnlttad .. th. confldl.ntl.l prop.rty ot
.rtiactt trofi or ragardln9 our raport3 la r.3.rvcd i3 complatad unlaaa othar arrtngamanta.gr..d to
For|t| No. CME1l3A 5/91
f*'';"3 $ APR'tee4 H
e ,ff;.9$1*(. ffiiffi't'oi CHEN.NORTHERN, INC.
COTISULTII{G ENGITIEERS AND SCIEilTISTs
REPORT OF CONCRETE TEST CYLINDER
T0: llEcl{ Enterprises J08 ilo. 4 178 93-3 DATE: 3-11-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I Vail, C0 81658-3149
PR0JECT: Liftside Eullding, east of l,lesthaven Drive and l{estin Hotel, South Frontage Road Uest, Vail, Colo.
PLACEI.IETIT LOCATI Ot{ :Slab-on-Grade, Ski Locker Room.
BATCH TICKET II{FORI'IATIOII
TRUCK r{0. 97
TIl,lE BATCHEO: 9: 14 All
TICKET t{0. 011400
TIME ARRMD: 9:30 Al.{T I I,IE
SUPPLIER: Yestern llobi l e
l,lIX DESIGII 0. 44 w/fiber
PLACED: 9 : 42 Al,l-CU. YD. L0AD/ACCU!i : 7 / 2l | 35
FIELD TESTII{G I tiFoRl,lAT lot{ SAIIPLE TEilP: 64 "F AIR TE[P: 30 "F
TIiIE TEST TAKEI{: 9:48 All SLUiIP: 5 lll. AIR COtlTEllT: 6.41 UET UIIIT IJEI6HT: 135.2
JOB SPECI FICATI0I{S: SLUIIP: 4 It{. AIR C0l{TEtlT: 3% I{ATER ADDED AT SITE l8 GAL.
CYL IIIDER II{FORMATIOI{
l{0. 0F CYLIiI0ERS: 6 CYLII{DER SIZE: 6"x 12" TII{E CYLII{DERS CAST: 9:58 Altl TJHERE CAST: On-Site
CURIIIG IIIFORIIATIOII
II{ITIAL CURE: 24 hours On-Site
DATE RECTMD AT LA8: 3-12-94
FIETD ST0RAGE FACILITIES: Heated Trailer (except FC'cylinder)
8Y: Frank Potvin MII{/I,IAX
AGE
DAYS
DATE
TESTEt)
TOTAL LOAO
(L8S)
D IAI,IE TER
( r|rcHEs )
AREA
(sQ ril)
COI,IP. STR.
(Psr )
TYPE OF
FRACTURE
CYLIT{t)ER
IJEIGHT
(L8S)
CYLII{DER
UI{IT UEICHT
(PCF)
7
* 7FC
28
28
28H
3- 18-94
3-18-94
3-18-94
4-8-94
4-8-94
4-8-94
90,000
87 ,000
96,500
ll5,000
117,000
110.500
6.08
5,09
5.99
6.00
6.08
5.99
29.03
29.13
28. 18
28.27
29.03
28. l8
3100
2990
3420
4070
403 0
3920
snear
shear
snear
snear
shear
snear
OESI6I{ 5TREI{GTH 4OOO PSI O 28 DAYS
TESTS BY LAEORATORY PERSO]INEL ARE II{ ACCORDAIICE IJITH APPLICABLE ASTi,I I.{ETHODS UIILESS OTHERI'ISE IIOTED
SOI,IE II{FORT{ATIOII OF TEST REPORT I.IAY BE PROVIDEO 8Y OTHERS
REIIARKS: * FC=field cure. lI daraset accelerator added to this mix.
COPIE5: R.A. l{elson & Associates, lnc.;
Town of VaiI; tJestern l,lobile;
J V A, Inc.; Gwathmey Pratt Schu'ltz;Carolyn Adarns Bobby J. Hays
FIELD OBSERVER APPROVED BY
A5 a mutu.l protectlon to cllantr, tha publlc
cllcnti. rnd ruthorizatlon tor Dubllcrtlon ot p.ndlng our. wiltt.. .pprov!|. S.npl.a Nlll b.
A m.mb.r;f thG E!!! gr.oup of conpanl..
rnd orr3clv.3, 6l'l ralort3
3tltainarts. Cohcl u3 i on3 or
dlspoacd of aftcr t.3tlng
!r. subnlttrd r, th. confldlantlal propcrty ol
artr6cts fro|n oi r.glrdlng our raFot't! lt raaarvcd lr complatcd unl.r5 othar rrrangsnantS lgraad to
Forn No, CilEll3A 6/9t
CHEN.NORTHERN, INC.
COI{SULT I I{G ENGIT{EERS Al{t) SCITI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
43. nutual prot.ctlon to cllents. thG publlc 6nd oursllvcs, ell raport. .r. rubmltt.d.. th. confldl.ntlrl proplrty of cIlents, rlnd luthorlzatlon for publlcrtlon_of statcoEnts. Conclu3lont or axtract3 frofi or ragard{ng our raportr l3 rc3cr.vad
P.ndlng our *l"ltt.n.pprov.l. ssmpl.3 l|tll bG dlsposcd of.ft.r t.atlng l3 conDl.tad unle33 6th.r irrarg€fi;nt:.gro.d to ln wrltlng.
A m.mb.r ot th. EI! Sroup of conplni.3 FoFn No. Cl,tE113A O/91
T0: llECl,l Enterprises JoB l{0. 4 I78 93-3 0ATE: 3-11-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I Vail, C0 81658-3149
PROJECT: Liftside Building, east of llesthaven Drive and llestin Hotel , South Frontage Road lJest, Vail, Colo.
PLACEHEIIT LOCATIOII:5l ab-on-Grade, Ski Locker Roorn.
BATCH TICKET II{FORI.IAT IO}I
TRUCK l{0. 97
TIl,tE EATCHED: 9: 14 AM
TICKET ilo. 0l1400
TII{E ARRIVED: 9:30 All T I I.IE
SUPPLIER: lJestern l,lobi l e
IIIIX OES 16l{ l{0. 44 w/f i ber
PLACED: 9:42 AI4-CU. YD. L0AD/ACCUA: ll2rl35
FIELO TESTIIIG Ii{F0RHATI0i{ SAI{PLE TEI{P: 61 "F AIR TEI{P: 30 "F
TIHE TEST TAKEI{: 9:48 AM SLUIIP: 5 lil. AIR C0llTEtlT: 6.41 IJET Ut{lT TJEIGHT: 135.2
J08 SPEC IFICAIIOI{S: SLUIIP: 4 Il{. AIR C0tiIEliI: 3X IJATER ADDED AI SITE 18 6At.
CYLINDER INFORMAT IOII
t{0. 0F CYLII{OERS: 6 CYLINOER SIZE: 6"x 12" TlllE CYLII{OERS CAST: 9:58 At{ VHTRE CAST: On-Site
cuRI16 I IF0R'4AT lot{
INITIAL CURE: 24 hours On-Site
DATE RECEIVED AT LA8: 3-12-94
FIELD STORAGE FACILITIES: Heated Trailer (except FC cylinder)
BY: Frank Potvin l,l I t{/llAx
A6[
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
Dl AI.IETER
(tr{cHEs)
AREA
(SQ IN)
c0ltP. sTR.
(PSr )
TYPE OF
FRACTURE
CYL I I{DER
UEIGHT
(LBS)
CYLII{OER
UI{ IT UE IGHT
( PCF)
I
7
* 7FC
?8
z8
z8H
3-18-94
3 - 18-94
3 - 18-94
4-8-94
4-8 -94
4-8-94
90,000
87,000
96 ,500
115,000
117,000
110.500
6.08
6,09
5.99
6.00
6. 00
5.99
29.03
29.13
28. l8
28.?7
29.03
?8 I8
3100
2990
3420
4070
4030
39? 0
snear
shear
snear
snear
snear
shear
DESIGII STREI{GTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE Iil ACCORDAIICE I{ITH APPLICAELE ASTI'I I'IETHODS U}ILESS OTHERUISE I{OTED
SOI,IE I I{FORIiIAT IOI{ OF TEST REPORT I.IAY BE PROVIDED BY OTHERS
RE|iIARKS: * FC=field cure. lt daraset accelerator added to this mix.
COPIES: R.A. l{elson & Associates, lnc
Town of Vai l; ly'estern l,lobile;
J V A, Inc.; Gwatlmey Pratt Schultz Carolyn Adams Sobby J. Hays
FIELO OBSERVER APPROVED BY
...'
).
L
dl
o
=
lrJ
E
"o
o
,;
.E
ao o
6 J
o
El
o
L o
!
IL
10,
E
o ,
t-o
E
o
oo EE
ru o-.PE oo
L o, a,=]
"o
or
0,
F
= c-)
6v
!
<\l .:"?
\-:
"]\
-fr
AI
c'r,,,\-;
o 9 o
;.:
o I (D :"?
@
o 9 ":
t\o I co
"l
@ I
.o .l I .:
o o 1
I :
o I .:o :
"l
(o
":
=
o .J
6 OF
_o rrt o=@
EJ do
@
-o 6
EO -=
_@
o
LC ! 6r
dlF.E
F}Er d c=-E
ut/'o
a=
-q- o dto
c(to
=rrJ=
o
=-o g.F
E.J
o a-) q-
dtL
o,.rc
=c)
!-
'!=
c\-oo o --P
0t rD -o=
.n@
all
dto
.-!co
o
.oo
€o rrJ =
EGT
t.
o 6-(, oF
^>(EI Eh
.->-E.- O '- -J ur
tu
0,
-L or ct E=
oo O!.
.o6
.F .EI F ct |!-ro>
<l l!
<tr o
I OFI
aYt Uf
lrJ
llr F <rI)6rr'
f').o ttt -Ctr F @cz t\O r-. Cl lrl <fd
OJ
-r
ECt o r2
oa o CI lrJ e
,i=
=o
= !".
-.>=d,F--
E3
9<c
=-Fb 69
4 lrJ 4
l!
t!E
P L 0g!(-t :l vl oo av,Ut .F Ctl I .F =<t@ ! 9H ul A ct ('' rct g +r Frl o ut X@ Pto EIr|COO lr,l C, lrl 4 E cO-() .tJ
uJ +r . til Gt tll
= <o.> -r-. cl cte JCL .. Fa o=FE
67OS-\/x
"/t _ -,/.J
A?F,1994 (2
CHEN.NORTHERN, INC.
COI{SULTII{G EiIGIi{EERS AII[) SC IEITTI ST5
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND
T0: HECII Enterprises JOB flg. 4 l7O 93-3 DATE: 3-10-94 Attn: llr. Eustaquio Cortina
P.0. Box 3149 DAILY REPORT N0. 55 SHEET 2 0F 3 Vaii, C0 81658-3149
PROJECT: Liftside Building, Vail, Colorado
I.|ATER IAL SPECIFICATIOIIS
I.IAI{UFACTURER Grace l,lonokote
C0IITRACTOR Rolling Plain
BON[) SIREI{CTH (PSF)DEtIS I TY (PCF) l5+
PRoJtcT C0 0ITI0t{s
SUBSTRATE PREPARATIOiIS: liot observed AM8 I TI{T TEI'TPERATURE
SAIiIPL E
NUMSER
TEST AREA
IJE T
YE I6HT
(LBs)
DRY
IJE IGHT
(L8S)
MO] STURE
(%)
DEI{S ITY
(PcF)
I
t
4
Unit B-11, 8ean, iliddle Eedroonr,16' orth of South lJa'l I.
Unit 8-ll, Decking, Llest Eedroan, 4' East of lJest
lJal I and l8' t{orth of South l,/a l l
Unit 8-ll, Colunn, l{iddle Bedroom, Northeast
Corner of Patio (Deck).
Unit 8-l?, Eeam between Ha]l and Master Eedroo l,
18' Uest of East Yall
1.80 l. 70
iAI.|PLE
IUMEER
IItirr.rur,r
TH ICKt{ESS
(1il)
ilAX It Utl
THICKTIESS
(ilr)
AYERA6E
TH I CKNESS
(lt{)
DES i 6lt
THI CKNESS
(It{)
BOIID
STREIIGTH
(PSF)
RII4ARKS
I
3
4
.94
.38
l. 19
.94
I.25
.47
I .63
I .25
1.07
.44
I .40
1.05
1.0
?A
1.38
l-u
PRO6RE55 REPORT:
COPIES: R. A. llel son & Asso. - Attn: Rick Agate J.V.A., Inc.
Gvratlmey Pratt Schultz
Town of Vail
Carol yn Adams Brlan Scanlan
FIELD OESERVER REYIIIJED 8Y
As r nutu.l !.otcctlon to cll.nt3, th. eub'llc cllcnt3, rnd luthorlzrtlon for publlc.tlon ot pcndlng our |rrltt.n .pprov.l.
A monb.r of th. EI! Sroup of cotnprnl.3
.nd ouftrlv.3, .ll raport3 rr. iub|t|ltt.d r5 ttrt.nrnt!,. Co|!clu!lon3 or rrtrrcts lrom or
th. confl d.nt I rl prop.Fty ot
r.agrrdlng our raportr la raaarvad
f,"T.'b
:ei Apn 1994 I e
l-a:
[i*l{ii";*'ft.-gi
CHEN-NORTHERN, INC.
COTISULTI}IG EI{GI IIEERS AI{D SCIENTISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BON
T0; l,lECH Enterprises J08 ll0. 4 178 93-3 DATE: 3-10-94 Attn: llr. Eustaouio Cortina
P.0. 8ox 3149 DAILY REPORT N0. 55 SHEET 3 0F 3 Vail, C0 81658-3149
PR0JECT: Liftside Building, Vail, Colorado
I'IATER IAt SPEC I F ICATIOiIS
I,IAi{UFACTURER Grace }lonokote
C0NTRACT0R Rol ll ng Plain
EOND STREI{GTH (PSF)DENSITY (PCF) 15+
PROJECT CONOI TIOI{S
SUBSTRATE PREPARATI0N5: l{ot observed AI.IBI EtIT TEI.,IPERATURE
SAiIPL E
NUMBER
TEST AREA
UET
tJE]6HT
(LBs)
DRY
T'EIGHI
(LBS)
I.IO I STURE
l7')
OENSITY
(PcF )
o
Untt B-12, Colunn, East llall of Living Room,
22' tlorth of South llall
Uni t B-12
uni t C-31 , Column
,AI'iP L E
IUHBER
MINII'IUI.I
THI CKNESS
( IN)
ltAx I iluf{
TH I CKI{ESS
(il{)
AVERAGE
TH I CKNESS
(IN)
DESIGTI
TH I CKI{E SS
(lx)
BOD
STREI{6TH
(PsF)
REIARKS
5
6
1.19
.38
I .31
1.56
.47
l .63
1.39
.45
I .45
1.38
.38
1.38
PROGRESS REPORT:* Retest of Test llo, l, dated February 16, 1994.
COPIES: R. A. Nelson & Asso. - Attn: Rick Aqate
J.V.A., Inc.
Gwattnley Pratt Schul tz
Town of Vail
Carolyn Adams Erian Scanl an
FIELD OBSERVER REVI EI,'ED BY
A! r hutu.l prot.ctlon to cll.nt3. th. publlc
cllant3, .nd rlthorl2rtloh for Dubllc.tlon of
Pendlng our |irltt.n .pprovrl.
A m.mb.r ot th. HIH g!.oup of cofip.nl.i
and ourralvai, !ll r.porti rra 3ubl|lttad !3
3trtafi.ntr, Concluilons or artrlct3 froo ot
th. contl d.ntl ! I prop.rty ot
raglrdlng our raportr Ir rascrvcd
dx"'\$ ***no B
= .,..,,...:,i{ - r^\
fu ##'r"-y \ter,-try
CHEN-NORTHERN, INC.
COI{SULTII{6 EI{GI I{EERS AI{D SCIEIITISIS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l,tECl,l Enterpri ses JOB t{0. 4 178 93-3 DATE: 3-10-94 Attn: Eustaquio Cort i na
P.0. Box 3149 SHEET I 0F I
Vai l, C0 81658-3149
PR0JECT: Liftside Bullding, east of lresthaven Drive and [,/esti n Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.IEIIT LOCATION :Floor slab for Unit #A.
BATCH TICKET IliF0Rl,lATION SUPPLIER: l{estern pobile
TRUCK t{0. 114 TICKET 0. 0l-1378 l,tIX DESIG}| ilo. 44
TIIIE BATCHED: 9:07 TIIIE ARRIVEO: 9:20 TIIIE PLACED: 9:30 CU. Y0. L0AO/ACCUIi:
FITLD TESTII{6 II{FoRI|ATI0N SAMPLE TEHP: 67'F AIR TE}iP: 40"F
TIIIE TEST TAKEI{: 9:38 SLUiIP: 5.0 lll. AIR C0l{TEt{T:5.1 I UET UI{IT IJEIGHT: 138.9
JOB SPECI F ICATIOi{S: SLUMP: 4 It{. AIR C()I{TEI{T: 3 / I{ATER ADDED AT SITE 7 GAL.
CYL I I{DER IIIFORI.IATIOII
t{0. 0F CYLII{OERS: 7 CYLIIIOER SIZE: 6"x 12" TIIIE CYLTNDERS CAST: 9:48 l,lHERE CAST: On-Site
CURII{G I I{FORI.IATI OI{
II|ITIAL CURE: 24 hours 0n-Site
DATE RECEMD AT LA8: 3-11-94
FIELD ST0RAOE FACITIIIES: trailer except for field cure cylinder
BY: C. A.r,rIr{/l4Ax
AGE
DAYS
DATE
TISTED
TOTAL LOAD
(LBS)
DIAHETER
( tt{cHES)
AREA
(s0 Ir{)
CottP. STR.
(Psr)
TYPE OF
FRACTURE
CYLIIiDER
I{E IGHT
(LBs)
CYLINDER
UNIT I'EIGHI
(PcF)
28
z8
28H
z|'n
3-17-94
3- 17 -94
3- 17-94
4-7-94
4-7 -94
4-7 -94
4-7 -94
108,000
121,s00
111 ,000
137,500
140 ,500
137 ,500
132 .500
5.98
6.07
5.98
5.99
6.00
5.98
5.99
28.09
28.94
28. 09
28. l8
?8.21
28.09
28.18
3850
4200
3950
4880
4970
4900
4700
sneaf
snear
con/sp'l i t
snear
snear
snear
shear
OESIGII STREIIGTH 4OOO PSI @ 28 OAY5
TESTS BY LABORATORY PERSONNEL ARE II{ ACCORDAI{CE IJITH APPLICABLE ASTI,{ IiIETHODS UNLESS OTHERI.'ISE I{OTED
S0tlE Il{F0Rl'tATI0t{ 0F TEST REPoRT l,lAY BE PROVIDED 8Y 0THERS
REIIARKS :
COPIES: R.A. l{el son & Associates, Inc
Town of Vail; llestern l.lobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVTD 8Y
Ar . nuturl prot.ctlon to cll.nt3, th. publlc
cll.nt3. rnd lutho.lzdtlon tor pub'llc.tioh of pandlng our wrltt€n approv.l. s.nplca Hill b.ln l{rltlng.
A hambar ol th. !!! group of co panl.3
end ouraalvaa, al I raport3
itatamant3. Conc I uslont or
dl tpoa.d ot !tt.r t.st{n9
rr. iubntltt.d rr th. conlldl.ntl.l piop.rty of
.rtr!ct3 tron or ragfdlng our Faport! li r.r.rv.d Ir complotad unlcas othar arrangc ants rgr..d to
Form No. CME113A 5/91
CHEN.NORTHERN, INC.
COI{SULTIflG EI{GIIIEERS AI{() 5C IEI{TI SIS
REPORT OF CONCRETE TEST CYLINDER DATA
As. nutu.l protcctlon to cll.ntt, th. publlc .nd oursalv.s, !ll r".porti .r. rubnltt.d !r th. confldl.nt,lel proporty of cll.nt.i and tluthorlrltion tor publlc|rtlon ot itltdn ntr. conc'lurloni or.xtract3 from or r.Eardlng our r.portr li rr..r'vcd pcndlng-our |rrltt.n ipprov.l. Sa|npl.5 wlll be d{rpor.d of.ft.r t.rtlhg {3 cohpl.t.cl unl.rs 6thar irrengernints .gr..d t6
A m.trbcr ;f th. HIH group ot comp.nl.s Form o. Cl,l€113A 6/91
T0: ttECll Enterprises JoB ilo. 4 178 93-3 DATE: 3-10-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I VaiI, C0 81658-3149
PRoJECT: Liftside 8uilding, east of l,lesthaven Drive and ttestin Hotel , South Frontage Road ty'est, Vail, Colo.
PLACEI.IET{T LOCAT I OI{:Floor slab for Unit #A.
BATCH TICKET INFORtlATI0tl SUPPLIER: Uestern l'lobi I e
TRUCK 0. lt4 TICKET lr0. 01-1378 iltx oESIGlt l{0. 44
TItfE BAICHE0: 9:07 TIIIE ARRIVED: 9:20 TII{E PTACED: 9:30 CU. YD. [0AD/ ACCtJl4:
FITLD TESTIIIG II{FORI'IATIOII SITIIPLE TEI'IP: 67"F AIR TEI,IP: 4O"F
TIIIE TEST TAKET{: 9:38 SLU P: 5.0 It{. AIR C0t{TEt{T:5.1 U VET UiIIT I{EIGHI: 138.9
JOB SPECIFICATIONS: SLUi'lP: 4 ltl. AIR C0i{TENT: 3 I IIATER ADDED AT SITE 7 GAL.
CYLII{DER II{FORHATIOI{
N0. 0F CYLIN0ERS: 7 CYLIT{DER SIZE: 6"x 12" TIHE CYLINDERS CAST: 9:48 I{HERE CAST: 0n-Site
CURII{G I I{FORI.IAT I OII
ItIITIAL CURE: 24 hours on-Site
OATE RECEMD AT LAB: 3-ll-94
FIELD ST0RAGE FACILITIES: trailer except for field cure cy1inder
BY: C. A.nl /MM
AGE
DAY S
DATE
TESTED
TOTAL LOAD
(L8s)
O I AI4ETER
( I NCHES )
AREA
(SQ IN)
coilP . sTR.
(PSI )
TYPE OF
FRACTURE
CYL I NDER
TIE IGHT
(LBs)
CYLIIIDER
Ut{IT YE IGHT
(PcF )
7
7
7FC
28
28
28H
28H
3-17-94
3-17-94
3-17-94
4-7 -94
4-7 -94
4-7 -94
4-7 -94
108,000
t 2l ,500
111,000
137 ,500
r40,500
137 ,500
132 .500
5.98
6.07
5,98
5.99
6.00
5.98
5.99
28.09
28.94
28.09
28. 18
28 .27
28.09
28. 18
3850
4200
39 50
4880
497 0
4900
4700
shear
snea r
con/spl i t
snear
shear
snear
shear
DESIGII STREIIGTH 4OOO PSI € 28 OAYS
TESTS 8Y LABORATORY PERSOIIXEL ARE III ACCORDAIiCE IJITH APPTICABLE A5II.I I.IITHODS UI{IE5S OTHERYIsE IIOTED
SOI'IE I]{FORI{AT I OII OF TESI REPORT I,IAY 8E PROVIDEO 8Y OTHERS
REMARKS:
COPIES; R.A. Nelson & Assoclates, Inc
Town of Vail; tlestern i'lobile;
J V A, Inc.; Gwattmey Pratt Schultz Carolyn Adams Eobby J. Hays
FIELD OBSERVER APPROVEO BY
ij,{-,,-i,..r-,
CHEN-NORTHERN, INC.
COi.ISULTI116 EII6I IIEERS AIID SCIEI{TISTS
OF CONCRETE TEST CYLINDER DATA
T0: l,lECl,l Enterprises JOB l{0. 4 178 93-3 DATE: 3-9-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I Vail, C0 81658-3149
PR0JECT: Liftside Euilding, east of llesthaven Drive and l{estin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.IEIIT LOCAT IOil :Floor slab - 8-51 . 52 loft
SATCH IICKET ItlF0RllATIOl{ SUPPIIER: l,/estern llobile
TRUCK flo. 100 TICKET r{0. 01 1359 L X oESIG r{0. 44
TIifE BATCHED: 8:36 TIIIE ARRIVED: 8:55 TIIIE PLAC[0: 9:00 CU.Y0.L0AD/ACCUI|: 7tI4l4?
FIELO IESTIITC IilFORfIIATIOI,I SAIiIPIE TEIIP: 7j"F AIR ITIIP: Z8"F
TIHE TEST TAKEiI: 9:10 SLUIIP: 4 3/4 It{. AIR C0tlTEt{T:5.2 % UET Ui{IT }JEI6HT: 140.2
J08 SPECIFICATIoNS: SLUMP: 4 It{. AIR CoilTEl{T: 3 I UATER A00E0 AT SITE 7 GAL.
CYL II{OER II{FORIIATIOt{
ll0. 0F CYLIT{DERS: 7 CYLII{DER SIZE: 6"x 1?" TIttE CYLINDERS CAST: 9:25 IIHERE CAST: 0n-Site
CURII{G It{FoRtlATIol{ Heated trai l er
II{ITIAL CURE: 24 hours 0n-Site FIEL0 ST0RAGE FACILITIES: field cure adjacent to pour
DATE RECEMD AT LAB: 3-10-94 BY: C.A. illll/t'{Ax
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
O I AI.IETER
( I NCHTS )
AREA
(sQ It{)
COMP. SIR.
(Psr)
TYPE OF
FRACTURE
CYLINOER
YE I6HI
(LBS)
CYL II{DER
UIIIT VEIGHT
(PcF)
7
I tL
28
28
28H
28H
3- 16- 94
3 - l5-94
3- 16 -94
4-6-9 4
4-6-94
4-6-94
4-6-94
ll7,500
115, 500
It0,000
l4l ,000
r39, 000
141 ,500
142.000
5.99
6.08
5.99
6.09
5.99
5.99
6. 08
?8. 18
29.03
28. 18
29. t3
?8.18
28.18
29.03
4170
3980
3900
4840
493 0
502 0
4890
snear
snear
snear
con/spl i t
con/shear
con/sp'l i t
con / shear
DESI6II STRTI{GTH 4OOO PSI € 28 OAYS
TESTS BY LAEORATORY PERSOI{IIEI ARE II{ ACCOROAIICE IJITH APPTICABLE ASTI'I I'IETHODS UI{IESS OTHERI'IISE I{OIED
SOI.IE II{FORI{ATIOII OF TE5T REPORT I,IAY 8E PROVIOEO BY OTHERS
REIIARKS:
COPIES: R.A. l{elson & Assoclates, Inc.;
Town of Vail; tlestern i,lobile;
J V A, Inc.; Gwatlrney Pratt Schultz;Ellly Earbour Sobby J. Hays
FIETD OSSTRVER APPROVED BY
As r mutual protGctlon to cll.nt3, th. publlc
cll.nt3' and authorlz.tlon for Dubllc.tlon of p.ndlng our rrlttcn approv.l, S.mp'lc3 wll l b€ln wrltlng.
A n mb€|. of th. HIH group of conD.ni.3
!nd ours.lv.3. rl l i.port3
3trtlh€nt!. Conclu!' lon3 or
d l spo!.d of.ft€r tGltlng
arc aubmlttcd .6 th. cohfldl..tlrl prop.rty of .xtracta from or ragardlng our r.port3 l!' rar.rv.d l3 complcted unlast othar arrangarantr.gr.ad to
For|t| No. Ca.lE1l3A 6/9I
dx",\!e APR 1ee4 BJ
a ,fr*&g wp CHEN-NORTHERN, INC.
CONSULTIT{6 EI{GI I{EERS At{t) SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECl{ EnterDrises JoB t{0. 4 178 93-3 DATE: 3-9-94 Attn: Eustaouio Corti na
P.0. Box 3149 SHEET I 0F r Vail, C0 81658-3149
PROJECT: Liftside Building, east of lJesthaven Drive and llestin Hotel , South Frontage Road l,lest, Vail, Colo.
PLACEI.{EIIT LOCAT IOII :Floor slab - B-51, 52 loft
EATCH TICKET INFORMATI0Ii SUPPLIER: llestern ilobile
TRUCK t'to. 100 TICKET N0. 0l 1359 ilIX DE5I6I{ flo. 44
TItfE BATCHEO: 8:36 TIl,lE ARRIVED: 8:55 TIIIE PLACED: 9:00 CU.YD.L0AD/ACCUM: 7ll4l4T
FIELD TESTIT{6 Ii{FORI'|ATI0N SAiIPLE TE}1P: 73'F AIR TE}IP: 28'F
TIME TEST TAKEII: 9:10 SLUllP: 4 3/4 Il{. AIR C0NTEIiT:S.Z X l,,ET Ul{lT |{EI6HT: 140.?
JOB SPECIFICATIONS: SLUHP: 4 I1{. AIR C0l{TEtlT: 3 X I{ATER ADDED AT SITE 7 GAL.
CYL I IIDER I IIFORI,IAT IOI{
t{0. 0F CYLII{DERS: 7 CYLIT{OER SIZE: 6"x 12" TIl,lE CYLII{DERS CAST: 9:25 UHERE CAST: 0n-Site
Ct/RIl{G ll{FoRl'lATI0tt Heated trai I er
II{ITIAL CURE: 24 hours 0n-Site FIETD STORAGE FACILITIES: field cure adJacent to pour
DATE RECEMD AT LA8: 3-10-94 BY: C.A. l,ll t{/ltAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
DIAI,IETER
( r r{cHEs )
AREA
(sQ I1{)
col.tP . sTR.
(Psr )
TYPE OF
FRACTURE
CYLIT{DER
I..lE I GHT
(LBs)
CYLIIIDER
Ul{ IT t,EI6HT
(PcF)
7
7FC
28
?8
28H
28H
3- 16- 94
3- l6-94
3-16-94
4-6-94
4- 6-94
4- 5 -94
4- 6-94
117, s00
115,500
110,000
14l ,000
139 ,000
141,500
142.000
5.99
6.08
5.99
6.09
5.99
5.99
6.08
28.18
29.03
28. 18
29. l3
28.18
28.18
29.03
4170
3980
3900
4840
4930
5020
4890
shear
snear
snear
con/spl i t
con/shear
con/spl i t
con/shear
t)ES I Gt{ STRENGTH 4OOO PSI @ 28 OAYS
TESTS BY LABORATORY PERSOTII{EL ARE It{ ACCORDAI'ICE !'ITH APPLICABLE ASTI'I IIETHODS UI{LESS OTHERUISE I{OTED
SOHE INFORI,IATIOTI OF TEST REPORT MAY BE PROVIOED BY OTHERS
REI4ARKS:
C0PIE5: R.A. llelson & Associates, Inc
Town of Vai I; Uestern l,lobile;
J V A, Inc.; Gwatlmey Pratt Schultz Eilly Barbour Eobby J. Hays
FIELD OESERVER APPROVED BY
A6 ! mutu.l prot.ctlon to c'lllnts, thc p|lbllc and ours,r'lvcs, el'l rcporta
cl'l.nta. ahd authorlzatlon for pqbl{cltlon of strtehcntg. Conclu3lont or pcndlng our wrltten rpprov.l. Sqmplca rlll b. dlsposcd of aft.r t.rtlng in ritlng.
A mcmbcr of th. !!! group of comp.nlcs
ara aubnltt.d !s th. confldl.ntlal prop.rty of
ettructs from or r.grrdlng our rrports t3 r.i.rv.d lr cofiplated ur'less oth.i 6rrangahant3 agread to
Forttt No. Cl.lEl l3A 5/91
"t;10 /110
o ,.1. /\'lAllAlri
OI
RE Pb
",1T?
;r t\Il CHEN-NORTHERN, lNC.
St{0t coNsULTING tnGIrEERs Ar{D sctEr{TrsTs
M OF coNCRETE TEsT cYLINDER DATA
T0: MECIi Enterprises JOB N0. 4 178 93-3 DATE: 3-7-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I Vail, C0 81658-3149
PR0JECT: liftside Euilding, east of yesthaven Drive and Vestln Hotel , South Frontage Road llest, Vall, Colo.
PLACEI.IE}IT LOCATIOII:Floor slab for Unit C-51
BATCH TICKET INFoRMATI0II SUPPLIER: !,estern llobile
TRUCK r{0. u4 TICKET N0. 01 1338 } X oESlGl{ N0. 44
TIIfE BATCHED: 8:57 TIME ARRIVED: 9:20 TIIIE PLACE0: 9:28 CU. Y0. LOA0/ACCUIi|: 7/21/28+
FIEL0 IESTII{G Il{FoRl.lAIIoll SAI.IPLE IEI'IP: 64'F 'AlR TEl.lP: 35"F
TIME TEST TAKE : 9:35 SLUIIP: 5 3/4 lll. AIR C0tlTEt{T: 6.11 UET U IT IJEIGHT: 138.5
J08 SPECI FICAIIOIIS: SLUIIP: 4 ltl. AIR C0lllt T: 3 I UATER ADDED AT SITE 10 GAL.
CYL I I{DER II{FORI,IATI OI{
N0. 0F CYLIT{DERS: 7 CYLIT{DER SIZE: 6"x 12' TIl.lE CYLII{OERS CAST: 9:45 I{HERE CAST: 0n-Site
CUR I I.IG I I{FORHAT I OI{
It{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 3-9-94
FIELD ST0RAGE FACILITIES: hated trai ler exceot field cure BY: 8.8.M I iUMAX
AGE
OAYS
OAII
TESTEO
TOTAL LOAD
(L85)
DI AMETER
( rf{cHEs )
AREA
(sQ rx)
cottP.sTR.
{PsI )
TYPE OF
FRACTURE
CYt IIIDER
I'E IGHT
(L8s)
CYt II{DER
UI{IT I{EIGHT
( PcF)
7
7
7FC
28
?8
)tr
3-14-94
3-14-94
3-14-94
4-4 -9 4
4-4-94
5- 2 -94
5- 2 -94
7 7 ,000
77 ,000
82,000
102,000
102,500
112, s00
115.000
5.98
5. 98
5.98
5.98
6.00
5.98
5.99
28 .09
28.09
28.09
28.09
28 .21
28.09
28. 18
27 40
2140
2920
3630
3630
4010
4080
snear
snear
shear
senar
snear
snear
shear
OESIGN STREI{GTH 4000 PsI a 28 oAYs
TESTS BY LABORATORY PERSONT{EL ARE It{ ACCORDANCE UITH APPLICABLE ASTTI I,IETHODS Ui{LE5S OTHERVISE I{OTTO
SOI.IE II{FORI.{ATIOI{ OF TEST REPORT I.IAY BE PROVIDED 8Y OTHERS
REI1ARKS:
C0PIIS: R.A. Nelson & Associates, Inc
Town of VaiI; lJestern llobile;
J V A, Inc.; G|ratlmey Pratt Schulta Carolyn Adams Eobby J. Hays
FIELD OBSERVER APPROVED BY
A3 a mutual prot€ctlon to cllahts. th. publlc .nd ourt.lv.s, .ll rGporti
clianta, .nd i!thorlz.tion tor public.tion of ttet€nint3. Conclo.loh3 or p.nClhg our rrlttcn.pproval. Srnpl.3 yrlll b. dlspos€d of aftar t.3tlng ln rrltlng.
A m.mb.r of th. !.1! group of comp.nlca
ara 3qbmltt.d a5 th. cohlldl.ntlr'l prop.rty ot
axtrrctr from or ragaFdlrrg otrr rcportt la Fes.rv.d l! conrplct.d unlei3 oth.r .r..ngsrn nta.Erald to
Form {o. cHEll3A 6/91
CHEN-NORTHERN, INC.
COI{SULTII{6 EIIGIIIEERS AIID SCIEIIIISTS
REPORT OF CONCRETE TEST CYLINDER DATA
fr%
APR 1994
#iaW*,silEIBFr
T0: l,lECll Enterprlses JoB ll0. 4 178 93-3 DATE: 3-7-94 Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vai'l , C0 81658-3149
PR0JECT: Liftside Building, east of lJesthaven 0rive and gestln Hotel , South Frontage Road Uest, Vall, Colo.
PLACET.IEI{T LOCATIOI{ :Floor slab for Unit C-51
BATCH TICKET I XF0R|,iAT IOt{ SUPPLIER: yestern l{obile
TRUCK ilo. 114 TICKET lr0. 0l 1338 ], X DESIGi| r{0. 44
TIl,fE BATCHED: 8:57 TIIIE ARRIVE0: 9:20 TI|{E PLACE0: 9:28 CU. Y0. L0A0/ACCUH: 7lzl/28+
FIELO TESTIIIG I]{FORI|ATIOi{ SMPLE TEI4P: 64'F AIR TEilP: 35"F
TltlE TEST TAKEI{: 9:35 SLUIIP: 5 3/4 ltl. AIR C0tlTEt{T: 6.lI UET UtllT TJEIGHT: 138.5
JOB SPEC I FICAT I0l{S: SLUIIP: 4 lll. AIR C0t{TEt{T: 3 X UATER ADOED AT SITE l0 GAL.
CYL I I{OER I TIFORI{AT I Ot{
t{0. 0F CYLII{OERS: 7 CTLIilOER SIZE: 6"x lZ" TIHE CYIIII0ERS CAST: 9:45 VHERE CAST; On-Site
CUR I}IG II{FOR}IATIOl{
Il{ITIAL CtfRE: 24 hours 0n-Site
DATE RECEIVED AT LA8: 3-9-94
FIELO SIORACE FACILITIES: hated trailer exceot field cure BY: 8.8.r,ll t{/l.tAx
AGE
DAYS
DATE
TISTED
TOTAL LOA()
(L8s)
t) IAI.IETER
(mcHEs)
AREA
(sQ It{)
coilP . s rR.
(PS I )
IYPE OF
FRACTURE
CYLINOER
IJE I6HT
(LBS)
CYL II{DER
UI{IT VEI6HI
(PcF)
7FC
z8
28
56
56
3-t4-94
3- l4 -94
3 - 14-94
4-4 -94
4-4-94
5-?-94
5-2-94
77 ,000
77,000
s/, ooo
102,000
102 .500
5.98
5.98
5.98
5.98
6.00
28.09
28.09
?8.09
28.09
?8.27
?7 40
27 40
29?g
JOIU
3630
shear
shear
shear
senar
snear
DEsIGX STRE'{6TH 4OOO PSI O 28 DAYS
TESTS 8Y LABORATORY PERSOIINEL ARE III ACCORDAIICE I'ITH APPLICABLE ASTI,I I.IETHODS U]{LESS OTHERITISE I{OTED
SOHE I1{FORI.IATIOI{ OF TEST REPORT HAY 8E PROVIDEO 8Y OTHERS
REI'IARKS:
CoPIES: R.A. l{el son & Associates, Inc
Town of Vail; Uestern llobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Eobby J. Hays
FIETO ()ESERVER APPROVEO BY
Ar . mutual prot.ctlon to cll.nts. tha Publlc rnd osr3.lv.t. .ll r.port3
cli.nti. lnd .uthorlz.tlon lo|. publlcrtlor of 3trt.m.ntt. Conclu3lont or p.ndlng our wrltt.n rpproval. S.mpla3 rlll b. dl3pos.d of rft.t' t.rtlng l.l wr'ltlng.
A ||l frb.r .f th. !!! Sroup of co|nprnl..
!r. 3ub ltt..l rr th. confldl.ntlrl Frop.rty of
artrrctt fron or rcg.rdlng our r.ports l3 ratarv.d
ta coopl.t.d unlG33 olh.r arrangantnt3 tgfaad to
Forn xo. C EII3A 6/9r
CHEN-NORTHERN, INC.
COIISULTIIIG EI{CII{ETRS AND SCIENTISIS
REPORT OF CONCRETE TEST CYLINDER DATA
I0: MECM Enterprises J08 l{0. 4 178 93-3 DATE: 3-7-94 Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F I VaiI, C0 81658-3149
PRoJECT: Liftside Building, east of Uesthaven Drive and l,estin Hote'l , South Frontage Road llest, Vail, Colo.
PLACEI,IEI{T LOCAT ION :Floor slab for Unit C-51
BATCH TICKET IIIFORHATIOII SUPPLIER: IJestern IIIobi ] e
TRUCK NO. 1I4 TICKET NO. 01 1338 I.IIX DESIGN NO. 44
TIME BATCHED: 8:57 TIlilE ARRIVE0: 9:20 TII{E PLACED: 9:28 CU. YD. LOAD/ACCUII|: 7 /21/28+
FIELD TESTIIIG IltFoRltATIot{ SAI|PLE TEMP: 64'F AIR TEIIP: 35"F
TIl,lE TEST TAKEN: 9:35 SLUIiP: 5 3/4 IN. AIR COi{TENT: 6.1% llET U IT [/EIGHT: 138.5
JOB SPECIFICATIoT{S: SLUMP: 4 IN. AIR CONTENT: 3 % IIATER ADDED AT SITE 10 6AL.
CYLIT{DER I NFORI'IAT lON
N0. 0F CYLINDERS: 7 CYLINDER SIZE: 6"x 12" TII'IE CYLINDERS CAST: 9:45 !,HERE CAST: 0n-Site
CURI NG INFORI.{ATIOI{
INITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 3-9-94
FIELD ST0RAGE FACILITIES: hated trailer exceot field cure
BY: B. B,r,ril{/r,rAx
A6E
DAYS
DATE
TESTEO
TOTAL LOAD
(L8s)
D I AI.IETER
( r N0HES )
AREA
(sQ If{)
co[P.sTR.
(Psr )
TYPE OF
FRACTURE
CYLINDER
UEI6HT
(L8S)
CYLIIIDER
UI{IT UE IGHT
(PCF)
7
7
7FC
?8
28
56
56
3-14-94
3 - l4-94
3-14-94
4-4-94
4-4-94
5-?-94
5-?-94
77 ,000
77 ,000
82,000
102,000
102 ,500
5.98
5.98
5.98
5.98
6.00
28.09
28.09
28. 09
28.09
28.27
27 40
27 40
2920
3630
3630
snear
shear
shear
sehar
snear
DESIOI{ STREI{GTH 4OOO PSI @ 28 DAYS
TESTS BY LABoRAT0RY PERS0i{NEL ARE It{ ACCoRDANCE UITH APPLICABLE ASTII I'|ETH0DS Ut{LESS oTHERI,,ISE NoTED
SOME INFORMATION OF TEST REPORT I'IAY BE PROVIDED BY OTHERS
REMARKS:
COPIES: R.A. Nelson & Associates, Inc
Town of Vai l ; llestern Mobi l e;
J V A, Inc.; Gwatlney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
Aa a mutull prot€ctlon to cllehti, th. publlc rnd our3€lvcs, all iaportB .r. submittod as thc confidlantlal propsrty of
cllent3, .nd authorlzatlon foi publlcltlo. of st.tlmentc. Conclualons or.rtiacts lrom or ragardlng our rcports l3 ra3arvcd pandlng our written rpprov!1. Sanplcs lelll b6 dlspo.ed of.ft.t tartlng is conpl.tod unlGs3 othar rrrangq|lents qgre.d to
Jn v.rl t I ng.
A m.mber of th€ !j! group of comp.nl.s Fonn No. CME113A 6/91
CHEN.NORTHERN, INC.
COI{SULTII{G E]{GI IIEERS AIID SCIET{TI5TS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: MECI{ Enterprises JOB 0. 4 178 93-3 DATE: 3-l-94 Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEEI I 0F I Vail, C0 81658-3149
PRoJECT: Liftslde Building, east of Uesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vai'l , Colo.
PLACEHENT LOCATION:Floor slab for Unit C-51
EATCH TICKET I[{F0RMATI0I{ SUppLtER: ttestern Hobile
TRUCK t{0. ll4 TICKET lto. 0t 1338 HIX DESIGI{ t{0. 44
TIHE BATCHED: 8:57 TIHE ARRIVED: 9:20 TIttE PLACED: 9:28 CU. YD. LOAD/ACCUM: 7t?t/ZB+
FIELD IISTII{G I l{FORl,lAT I0t{ SAfiPLE TE}IP: 64"F 'AIR TEttP; 35oF
TIME TEST TAKET{: 9:35 SLUMP: 5 3/4 It{. AtR COI{TENT: 6.11 UET UtttT IIEIGHT: 138.5
JOB SPECIFICATIoNS: SLUMP: 4 It{. AIR COllTEtlT: 3 X TTATER ADDED AT SITE 10 GAL.
CYLIIIOER IIIFORIIATIOII
tl0. 0F CYLII{DERS: 7 CYLIT{DER SIZE: 6r'x 12" TIl.lE CYLIiIOERS CAST: 9:45 TJHERE CAST: On-Site
cuRlfi6 I ilFoRl,tAT I0l{
It{IIIAL CURE: 24 hours
DATE RECEIVED AT LA8:
0n-Site
3-9 -94
FIETO STORAGE FACILIIIES:BY: 8.8.
hated trai ler except
HI N /HAX
field cure
AGE
DAYS
DAIE
TESTED
TOIAL LOAO
(L8s)
OIAIIETER
( IilCHES )
AREA
(sQ tN)
Col'lP.5TR.
(Psr )
IYPE OF
FRACTURT
CYL I NDER
IJE I6HI
(L8s)
CYL I I{OTR
UI{I T I/EICHT
(PcF)
7
7FC
28
28
56
3-14-94
3-14-94
3-14-94
4-4-94
4-4 - 94
5-2-94
5-Z-94
77 ,000
77 ,000
82 ,000
102,000
102 ,500
ltz,500
I15.000
5.98
5.98
5.98
5.98
6.00
5.98
5.99
28.09
28.09
28. 09
28.09
28.27
28.09
?8. t8
2t 40
27 40
2920
3630
3630
4010
4080
snear
snear
shear
senar
shear
snear
shear
DESI6II STRE}IGTH 4000 Psl I 28 oAYS
TESTS 8Y LABORATORY PERSONi{EL ARE II{ ACCORDAI{CE UITH APPLICABLE ASTI.I I,IETHODS UIILEsS OTHERIJISE I{OTEO
SOI.IE Ii{FORilATIOII OF TEST REPORT I.IAY BE PROVIDED BY OTHERS
REI,IARKS:
COPIES: R.A. Nelson & Associates, Inc
Tovrn of Vail; lJestern llobile;
J V A, Inc.; Gwatlrney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
Ar a mutual protcction to cll.nt!, th. publlc
cll.nt3, .nd 6uthori2.tlon for publlc.tior ot pGndlng our lirlttcn rpproval. S.ftPl.3 wlll br
A nqnb.F ;f th. lll group of comprn{.g
.nd our3olv.3, .ll r.ports
st!tatnrntt. Conclrrlon: or dl rpoild of !ft.. t.3tlng
rr. iubmltted .s th. confldl.nt{r'l prop.rty of !rtr.cti troh or r.grrdlng our r.ports l! r.s.rv.d ls completed unl€es oth.r.rr.nE.menti !g.i.d to
o
Form No. Ct'lEl13A 5/91
l(ltl 'Luilrt't'
,:-.'
- .- r,f .. rr i ihPl ijtV' Uut t"
REPORT
As a mutual protection to clicnts, the publlc
clients, and luthorlzatlon for publicrtlon of
pending our" $,rJttcn lpproval. S.mples rlll be ln wrltlng.
A member of th€ HIH group of co|np.nles
CHEN.NORTHERN, INC.
COI{SULTII{G EIIGI IIEERS AtID SCIENTISTS
OF CONCRETE TEST CYLINDER DATA
and ourselves, al l reports
statamanta. Cohcl u3lons or
dl3po6cd of aft.r ta3tlng
.r. 3ubnlttad aa tha contldlcntlal property of cxtracts from or r€glrding our reports {s rleeived l3 complated unless other rrrlngemants lgre.d to
T0: llE0ll Enterorises J08 N0. 4 178 93-3 DATE: 3-4-94
Attn: Eustaouio Corti na
P.0. Box 3149 SHEET 1 0F 1 Vail, C0 81658-3149
PR0JECT: Liftside Eui ldinq, east of llesthaven Drive and Uestin Hotel , South Frontage Road lJest, Vail, Colo,
PLACEI.IENT LOCAT IOI{ :Floor slab for untt B-51
BATCH TICKET INF0RIIATI0I{ SUPPLIER: }Jestern lloblle
TRUCK t{0. 163 TICKET ilo. 01-1325 MIX DE5t6t{ 1{0. 44
TII'iE BATCHED: 9:04 TIME ARRIVED: 9:25 TIME PLACED: 9:31 CU. YD. L0AD/ACCUIII: 7ll4l28
FIELD TTSTING Ii{F0RMATI0N SAI,IPLE TEttlP: 72"F AIR TEIIP: 35"F
TII{E TEST TAKET{: 9:38 SLUMP: 4.0 IN. AIR c0t{TEl'lT:4.1 % t,ET UNIT UEIGHT:
JoB SPECIFICATIOT{S: SLUt'lP: 4 lt{. AIR CONTEi{T: 3 % UATER ADDED AT SITE I GAL.
CYLII{DER INFORI.{ATIOII
N0. 0F CYLIT{DERS: 7 CYLIIIDER SIZE: 6"x lZ" TIUE CYLII{OERS CAST: 9:48 IJHERE CAST; 0n-Site
CURI116 I NFORT,IAT IOI{
INITIAL CURE: 24 hours 0n-Site
DATE RECEMD AT LAB: 3-7-94
FIELD STORAGE FACI L iTI ES:BY: C. A. MI N/I.|AX
AGE
DAYS
DATE
TESTE D
TOTAL LOAD
(LBS)
D IAMETER
( INCHES)
AREA
(sQ ilr)
cot'tP. sTR.
(Psr)
TYPE OF
FRACTURE
CYL I NDER
lIE iGHT
(LBs)
CYL I II DER
UNIT I{E IGHT
( PcF)
7
7
7FC
28
28
28H
28H
3-11-94
3-u-94
3-11-94
4-1-94
4- I -94
4- 1-94
4- 1-94
105,500
lll,000
1i8,500
155,000
154,000
159,000
159.500
6.09
6. 08
5.99
qoo
5.99
6.08
6. 09
29.03
29.03
28. 18
28. l8
28. 18
29.03
29. l3
3630
3820
42r0
5500
5460
5480
5480
snear
snear
con/shear
snear
snear
shear
con/shear
DES I6tI STRENGTH 4OOO PSI O 28 DAYS
TESTS BY LABoRAToRY PERSoNI{EL ARE Il{ ACCoRDANCE tIITH APPLICABLE ASTM I4ETH0DS UNLESS oTHERITISE oTED
SOI'IE INFORMATIOI{ OF TEST REPORT I.IAY BE PROVIDED BY OTHERS
REMARKS: 5% accererater. Four ga11on additional water added after sampl e was taken.
C()PIES: R.A. Nelson & Associates, Inc
Town of Vai l ; lJestern Mobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
Form No, CtlEl13A 6/91
CHEN.NORTHERN, INC.
cor{suLTll{G EilcIfiEERs Alr0 scrEilTIsrs
REPORT OF CONCRETE TEST CYLINDER DATA
6^":"D
$ ^lr::l k--ffi
T0: llECll Enterpri ses JOB ll0, 4 178 93-3 OATE: 3-4-94
Attn: Eustaquio Corti na
P.0. Box 3149 SHEEI I 0F I Vail, C0 81658-3149
PR0JECT: Liftside Buildtng, east of Yesthaven 0rive and t{estin Hotel , South Frontage Road Yest, Yail, Colo.
PLACEI,IEI{T LOCATIOI{ :Floor slab for unlt B-51
BATCH TICKET Il{FoRllATIoll SUPPLIER: l'lestern }lobile
TRUCK t{0. 183 TICKET l{0. 0l-1325 HIX DESIGT flo. 44
TIl,fE EATCHED: 9:04 TIIIE ARRIVEO: 9:25 TltlE PLACED: 9:31 CU.YD.L0AD/ACCUI{: 7ll4l28
FIELD TESTII{G II{FORI.IATIOII SMPLE TEIIP: 72.F AIR TEHP: 357
TIIIE TEST TAKEN: 9:38 SLUMP: 4.0 It{. AIR CONTENT:4.I t ttET UI{IT }fEIGHT:
JOB SPECI FICAT I0l{S: SLUIIP: 4 It{. AIR COtlTEtlT: 3 I I|ATER ADDED AT SITE 8 6AL.
CYLIIIOER IIIFORHATIOII
l{0. 0F CYLII{DERS: 7 CYLIIIDER SIZE: 6"x 12" Tll,lE CYLI}IDERS CAST: 9:48 IJHERE CAST: On-Site
CURII{6 I I{FORMATION
ItlITlAt CURE: 24 hours on-Site
DATE RECEIVED AT LAB: 3-7-94
FIELD STORACE FACI L ITI ES:8Y: C.A. ltll{/llAx
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
D I AI.IETER
( il{cHES)
AREA
(sQ It{)
c0r1P . sTR.
(PSI )
TYPE OF
FRACTURE
CYLIIIOER
I'EIGHT
(L8s)
CYLITIDIR
UIIIT IJEI6HT
(PcF)
tlL
t6
28
28H
28H
3-ll-94
3- -94
3-11-94
4-1-94
4-1-94
4- I -94
4-l-94
105,500
l ll ,000
118,500
155,000
154,000
159,000
159.500
o. ut
6. 08
5.99
5.99
5.99
6.08
6.09
29.03
29.03
28.18
28. t8
48. t8
29.03
29. 13
3630
3820
4210
s500
5460
5480
5480
shea r
shear
con/shear
snear
shear
shea r
con/shear
DES IGt{ STRE]IGTH 4OOO PSI O 28 DAYS
TESTS BY LAEORATORY PERSOIII{EL ARE 11{ ACCORDAI{CE YITH APPLICABLE ASTI.I IiETHOI)S U]{LESS OTHERIIISE I{OTEO
SOI.IE II{FORI,IATIOI{ OF TEST REPORT }IAY 8E PROVIDED 8Y OTHERS
REHARKS: 5I accererater. Four gallon additional water added after sample was taken.
COPIES: R,A. f{el son & Associates, Inc
Town of VaiI; tJestern llobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adans Bobby J. Hays
FIELD OESERVER APPROVED BY
Ar . ||l{rtu.l prot.ctlon to cll.nt5. th. publlc
c'll.ntt, .nd .sthorlr.tlon ?or publlc.tlon of p.ndlng otlr wr'ltt.n rPprovrl . Srmpl.s tlll b.lh wrlt{no.
A 'trcmbai 6f th. !!l!! sroup ol conp.nlls
.nd ourtalvar, .ll r.por^t3
stataoant3. Concl u3lonr or dl3pos.d al ilt.r t.rtlng
.r. iubmlttrd a3 th. confldl.ntlrl ProParty of
axtrlctr f|"o|t| or ragrrdlng our raport3 lt ?.r.rvad
li conrrl.t.d rnlats oth.r ..ring.nantt agrtad to
Form t{o. CHEll3A 6/91
CHEN.NORTHERN, INC.
CONSULTIT{G ETI6INEERS AIID SCIEI{T I STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: MECI'I Enterprises JoB N0. 4 lZ8 93-3 DATE: 3-3-94 Attn: fustaquio Corti na
P.0. 8ox 3149 SHEET I 0F I
Vai l, C0 81658-3149
PROJECT: Liftside Eutlding, east of Uesthaven Drive and llestin Hotel , South Frontage Road llest, Vall, Colo.
Floor slabs for Unit B-41 PLACEMENT LOCAT IOtI:
BATCH TICKET It{F0R}'lATI0tl SUppLIER: yestern titobile
TRUCK ffo. l6t TICKET ilo. 0t 1314 t{Ix 0E5I6 0. 44
TIHE BATCHED: 9:25 TII'IE ARRIVED: 9:40 TIl.tE pLACED: 9:46 cu.yD.LOAD/ACCUII: Ttzglza
71"F AIR TEI.IP: 45'F FIETD TESTIIIO I I{FORHATIOII
TIME TEST TAKEII: 9:54
JOB SPECIFICATIOT{5:
SLUMP: 5.0
SLUltlP: 4
I l{.
I lt.
SA PLE TEITP:
AIR C0l{TEtlT: 5.51
AIR cOtlTEl{T: 3 X
IJET UI{IT IJEI6HT:
UATER AODED AT S ITE
CYLII{DER INFORI.IATION
N0. 0F CYLIIIDERS: 7 CYLIIIDER SIZE: 6"x lZ" Tlt{E CYLII{OERS CAST: 10:04 IIHERE CAST: On-Site
CURII{6 I NFORI.,IAT IOI{
INITIAL CURE: 24 hours
DATE RECEIVED AT LAB:
0n-Si te
3-4-94
FIELD STORAGE FACILITIES:
BY; C. A.
except fi eld cure trai ler
il I t{ /MAX
AGE
DAYS
DATE
IESTED
TOTAL LOAO
(rBs)
D I AI.IE TER
( It{cHES)
AREA
(sQ rx)
COMP. STR.
tPsr )
TYPE OF
FRACTURE
CYLIiIDER
UE IGHT
(LBs )
CYL It{DER
UNIT I,EI6HT
(PcF)
7
7
tFc
?8
28
28H
28H
3 - 10-94
3-10-94
3 - l0-94
3 - 31-94
3-31-94
3 -31- 94
3 - 31-94
100,000
92 ,500
105,000
127 ,000
122,500
132 ,000
127,000
6.00
6.00
5.00
6.08
6. 00
6. 08
6.00
?8.?7
28.27
28.27
29.03
28.27
29.03
28.27
3540
3?7 0
3 710
4370
4330
4 550
4490
shear
snear
shear
shear
shear
snea r
snear
DESIGil STRETIGTH 4OOO PSI O 28 DAYS
TESTS 8Y LABORATORY PERSOIITIEL ARE III ACCORDANCE UITH APPLICABLT AST}I I4ETHODS UI{LESS OTHERI.'ISE i{OTED
SOME II{FORI.IATIOI{ OF TEST REPORT }tAY BE PROVIDED 8Y OTHERS
REMARKS:lI accel erater
COPIES: R.A. llelson & Associates, Inc
Tovrn of Vai 1 ; tlestern l'lobi 1 e;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adarns Eobby J. Hays
FIELO OBSERVER APPROVED BY
A. a rnutur'l prot.ctlon to cll.ntr, tha Dubllc cllents, .hd.uthorlr.tlon ?or Dubllc.tlon ot p.ndlng our wrltt.n rpprovrl. S.hpl.r rrlll b.
A mcrnbcr ;f thG [!!l group of cqrprnt..
and ourtalva!, rl I raport3 ttrtm.ntr. Cortc I ut lonr or
dl ipor.d ot !lt.r t.rtlng
rr. lubtnlttod rr th. contldlantl.l prop.rty of .rtract3 troo or r.gardlng o||r raporta la raaarvad l3 compl.!.d unl.33 othar rrrangaoanta agraad to
Foirn No. CMEIl3A 6/91
o
CHEN-NORTHERN, INC.
COI{SULTII{G ENGIT{EERS ANO SC I ENTI STS
REPORT OF CONCRETE TEST CYLINDER DATA
d,"i=.'%\
t,t
APR 1qq4 '':J S:j ---. :
t-t 1:. . -i r5
i:: FiL-.. r tltJLTZ '-a-,
(;. eruin;crs-'rc 5
r,rr-"yl
T0: HECM Enterprises JoB N0. 4 t7B 93-3 DATE: 3-2-94 Attn: Eustaquio Cort i na
P.0. Box 3149 SHEET 1 0F I Vail, C0 81658-3149
PR0JECT: Liftside Buildinq, east of Uesthaven Orive and Uestin Hotel , South Frontage Road l,lest, Vail, Colo.
PLACtl,lEt{I LOCATI0i{: SIab over mechanical roon, and bicycle locker room slab.
EATCH TICKET II{FORiIATIOII
TRUCK NO. 16I
TIME BATCHED: ll:24
TICKET I{O.
TIHE ARRI VEO:
0t t303
ll:50
SUPPLIER: lrestern l4obi I e
iIIX DESIGN NO. 44
TIIfE PLACED: 12:10 CU.YD.LOAD/ACCUI|: 7t35
FIELD TEST I IIG INFOR},IATIOII
Tf E TEST TAKEII: 12:l0
JO8 SPEC I F ICATIOI{S:
AIR
AIR
4 r/2 tN.4 I lt.
SLUI,IP:
SLUI{P:
SAMPLE TEMP:
CONTENT:5.9 i(
COt{ltt{T:4-8i(
'F AIR TEtilP: 40oF
IJET UNIT |JEI6HT: 138. I
UATER ADOED AT SITE 8 6AL.
CYL I IIDER IIIFOR}IATIOI{
N0. 0F cYLll{DERS: 7 CYLII{DER slZE: 6"x 12" TIHE cyLINDtRS CAST: t?.?0 IIHERE GAST: on-site
CUR IIIG II{FORIIATIOII
INITIAL CURE: 24 hours
OATE RECEIVEt) AT LA8:
0n-Si te
3-3-94
trailer
rl t l{ /MAX
FIELD STORAGE FACILITIES:
8Y: C. A.
except field cure
ACE
DAYS
OATE
TESTED
TOTAL LOAD
(L8s)
DIAME]ER
( IlicHEs )
AREA
(sQ IN)
COMP.sTR.
(PSr )
TYPE OF
FRACTURE
CYLI}IOER
t.lEI6HT
(L8s)
CYL I NDER
U}IIT YE I6HT
(PcF)
7
7
7FC
28
?8
20H
28H
3 -9 -94
3 -9- 94
3-9-94
3-30-94
3-30-94
3 -30- 94
3-30-94
87,000
87,000
90,000
l?0,000
120,000
ll5,s00
120,500
6.00
6.00
5.98
6.00
6. 08
6.09
6. 09
28 .27
?8.?7
z8 .09
28.27
29.03
29. 13
29. 13
3080
3 080
3200
4?40
413 0
3970
414 0
snea r
shear
shear
snear
shear
shear
DES I GI{ STRTNGTH 4OOO PSI O 28 DAYS
TE5T5 8Y LABORATORY PTRSO}II{EL ARE IN ACCORDANCE YITH APPLICAELE ASTH I.IETHODS UNLESS OTHER!,IISE I{OTED
SOI,IE IIIFORIIATIO}I OF TEST REPORT IiIAY BE PROVIDEO 8Y OTHERS
REIiARKS: Pumper noved ll:10 - 11:45. lX accelerater added to thts mtx.
COPIES: R.A. llel son & Associates, Inc
Torn of Vail; llestern l,lobile;
J V A, Inc.; Gnatlnrey Pratt Schultz Carolyn Adams Eobby J. Hays
FIILD OBSERVER APPROVED BY
A3 ! hutu.l protccttoh to cll.ntr, th. Dubllc cll.ntr, .nd.uthorlr.tfon tor publtcrtlon of p.ndlng our |,rlttcn .pproval. Sr|'|Dt.3 r.lll b.ln rrit l|rg.
A mdr|bar of th. HIH group ot comp.hl.3
ahd ouFt.l v.3, rll r.portr
3trt.n rt!. Conclut lon! or
dl !po!.d ol 6lt.i t.!tlng
!r. rubmltt.d rr th. confldl.ntl.l proD.ity ot .rtr^!ct3 from or rcgardlng our raportt l3 rararv.d lr conpl.tcd unlc3i othar lrrrngafianta agraad to
Forn No. CtlEl l3A 6/91
CHEN.NORTHERN, INC.
COI{SULTIIIG EIIGI TIEERS AIID SCIEIITISTs
REPORT OF CONCRETE TEST CYLINDER DATA
'f'*%\
ff onunlee[ ?)
P.
'fx#$f"i
ktr"9
To: MECII Enterprises JoB l{0. 4 178 93-3 DATE: 2-24-94
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F I
Vail, C0 81658-3149
pR0JECT: Liftside Buildlng, east of lJesthaven Drlve and Uestin Hotel , South Frontage Road llest, Vail, Co)o.
PLACEMENT L0CATI0I{: uall on L line between grid Iines 19 and PlO, upper lift
EAICH IICKET IllFORtlATI0lil SUPP|IER: lJestern l'lobi le
TRUCK N0. 150 TICKET ll0. 01 1292 f'llx DESlGll ll0. 39
TIIIE BATCHED: l0;52 TII4E ARRIVEOT ll:20 TIIIE PLACEO: ll:23 CU. YD. L0AD/ACCUI'I:
FIELO IISTIIIG IIIFORiIATIOI{
TIIIE TEST TAKEN: ll:34
JO8 SPECIFICATIOI{S:
sLuilP
sLutlP
AIR
AIR
4 tl? lN.4 Il{.
SAI{PLE TEI.IP:
C0l{TEt{T:6.1I
C0IITENT:4-8 I
63.F AIR TEMP: 25.F
llET UNIT IJEIGHT: 136.9
},ATTR ADOED AT SITE GAL.
CYL I I{DER IIIFORIIIAIIOII
t{0. 0F CYLIT{oERS: 7 CYLIT{DER SIZE: 6"x 12" Ttl,lE CYLIT{DERS CAST: ll:44 }JHERE CAST: 0n-Site
CURING I I{FORI.IAT IOII
Ii{ITIAL CURE: 24 hours On-Site
DATE RECEIVEO AT LAB: 2-25-94
FIEL0 STORAGE FACILITITS: trai ler except for field cure cylinder
8Y: C. A.r,t I t'r /MAx
AGE
DAYS
OATE
TESTED
TOTAL LOAD
(LBs )
DIAt.tETER
( I r{cHES )
AREA
(sQ ilr)
COHP. SIR.
(Psr)
TYPE OF
FRACTURE
CYL II{DER
t/EIGHT
(LBs)
CYL IIIDER
UIiIT I'EIGHT
(PCF)
7
7
7FC
28
28
28
28
3 -3 -94
3 -3 -94
3 -3 -94
3-24-94
3-24-94
3-?4-94
3-24-94
116,500
123,000
114,000
149 ,500
143.000
152 ,000
149.000
6.08
6.00
6.00
6. 08
6. 09
6.08
6.08
29.03
28 .27
28.27
29.03
29. I3
29.03
29.03
4010
43 50
4030
5150
4910
5240
5130
snear
shear
shear
con/spl i t
con/spl i t
con/spl i t
con/split
DESIGI{ STRENGTH 4000 PsI 0 28 DAYS
TESTS 8Y LABORATORY PERSOIIIIET ARE III ACCORDAIICI YTTH APPLICAELT ASTI,I IITTHODS UIILESS OTHERUISE TIOTED
SOI.IE I I{FORI.IAT I OI{ OF TEST REPORT }.IAY BE PROVIDEO 8Y OTHERS
REI.IARKS:
COPIES: R.A. l{el son & Associates, Inc.; I
Town of Vail; tlestern l'lobile: I
J V A, Inc.; Gwathney Pratt Scholtz; I C"ro)yn Adans Eobby J. Hays
FIELD OESERVTR APPROVEO BY
As a muturl protcctlon to cll.nts. thG publlc
cllcnts. rhd .trthorlu.tlon tor publlcrtlon of
pcndlng our wrlttcn .Pprov!1. Slmplt. nlll ba
In nri tl nq.
A rn.mb.r ;f th. !l! group of cohP.n{c3
rnd oursalva3. rl I rcportS
statamlnt3. Conc'l u3lona or
dl rpot.d of .ftcr tcstlng
ai. subtr|ltted as th. contldle.tlrl pr'opat'ty of
ertr.cti from or rcgrrdlng oui r.port3 It r.3crv.d
l3 co|tlpl.t.d unl.33 othar arF.ngdmntt agr..d to
For' xo. CfiEll3A 6/91
CHEN.NORTHERN, INC.
COIISULTII{G EIIGII{EERS AIID SCIEIIII5TS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llEClt Enterpri ses JoB 1{0. 4 178 93-3 oATE: 12-3-93 Attn: Eustaouio Cortina
P.0. Box 3149 SHEET I 0F 2 VaiI, C0 81658-3149
PRoJECT: Liftside Building, east of lresthaven Driye and tJestin Hotel , South Frontdge Road lJest, Vail, Colo.
PLACEl,lEtlT LOCATIOi|: Grid Lines P-5, L through q to elevation 80.0'
EATCH TICKET IllF0RllATI0ll SUPPLIER: tiestern l4obile
TRUCK ilo. 150 TICKET ilo. 010717 l,tIX DESICN 0. 39
TlllE EATCHEO: 9:27 Ail TIIIE ARRIVED: 9:41 All TlllE PLACEO: 9:43 Afl-CU. YD.L0AD/ACCIN: 7l?l
FIELO TESTIIIG I llF0Rl.'lAT l0ll SAIIPLE TEl,lP: 56 'F AIR TEiIP: 23 "F
TIl,lE TEST TAKET{: 9:48 All sLUilP: I l/2 It{. AIR C0llTEl{T: 5.01 l{ET UI{IT I{EIGHT: 143.8
J08 SPECIFICATI0I{S: SLU}IP: 4 lll. AIR C0l{TEt{T: 4-8I TJATER ADDED AT SITE 4 6AL.
CTt I ilDER I IIFORI.{ATIOII
tl0. 0F CYLIIIDERS: 6 CYLIT{OER SIZE: 6"x 12" TIl,lE CYLII{DERS CAST: 9:52 M TJHERE CAST: On-Site
cuRtilG I FoRl,tATt 0r{
Ii{ITIAL CURE: On-Si te
DATE RECEMD AT LAB: 12-6-93
FIELD STORAGE FACILITIES :
BY: ilark Jensen
Heated Jobsite Trai I er.
HIlf /lfM: 70173 degrees F.
AUL
t)AYS
OAIT
TESTEO
TOTAT IOAD
(LBs)
DIAITETER
( n{cHEs)
AREA
(sQ rr{)
c0t'tP. srR.
(PSr )
I'{PE OF
FRACTURE
CYL I t{DER
Yf I GHT
(LBs)
CYLII{OER
UI{II Il,EI6HT
(PCF)
7A
7A
284
z8A
28A
284
l2- 10-93
l2- l0-93
l2-31-93
t2-31-93
12-31-93
i2-31-93
130,500
r35,000
156,500
r47 ,500
148,000
157.000
6. 08
6.05
6. 08
6. 08
6.08
5.99
29.03
28.75
29.03
29.03
29.03
20.18
4490
4 700
5390
5080
5100
5570
conical
con/shear
snear
shear
shear
shear
DESIGt{ STRE]IGTH 4000 Pst 0 28 DAYS
TESTS 8Y LABORATORY PERSOIIIIEL ARE II{ ACCORDAI{CE UITH APPLICABLE ASTI,,I I{ETHODS UI{LISS OTHERI.IISE NOTED
SOI.IE IIIFORI,IATIOII OF TEST REPORT I,IAY BT PROVIDED BY OTHERS
RE|IARKS: ll non-cloride accelerator was added to mix.
Job soecification for this wall oour is 4000 ost
COPIES: R.A. l{elson & Associates, Inc
Town of Vail; l,lestern llobile;
J V A, Inc.; Gnathrcy Pratt Schultz Brian Scanlan Eobby J. Hays
FIELO OSSERVER APPROVEO BY
As. r rtual prot.ctlon to cll.ntr, th. plbllc.nd our3.lv.3r .ll r.Fortr .r'. rubmltt..l .i th. confldlcntl.l pr.op.ity ot
cllanta, rnd.utho!.lr.tlon tor publlcatlon of itatdr.ntt. Concluilon3 or Grtrrct3 fron or F.grrdlng osr Faportr lr aaSat-v.d
pandlng our wr.lttcn.pprovrl. SarDl.3 rlll b. dtrpor.d of aft.r t.3tlng ls cofiplct.d unl.3a oth.r rrrahg..nt. agr..d to ln rrltlng.
A n mb.r at the ts!! group of coap.nl.. Forn o. cMErtSA 6/91
{
CHEN.NORTHERN, INC.
co suLTlilG EilGIIIEERS Alto SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
TO: ltEctt EnterDri ses JoB ll0. 4 178 93-3 DATE: 12-3-93
Attn: Eustaquio Cort i na
P.0. Box 3149 SHEET 2 0F 2
Vail, C0 81658-3149
pRoJECT: Liftside Bui'lding, east of tJesthaven Drive and l{estin Hotel , South Frontage Road llest, Vail, Colo.
PLACET'IEI{T LOCATIOI{ :Grid Lines P-5, L through Q to elevation 80,0'
BATCH TICKET ItlF0RtlATIOl{ SUPPLIER: Uestern l'lobi I e
TRUCK flo. r5l TICKET ilo. 010724 HIX oESIGtl ll0. 39
TIME BATCHEO: ll:0? All TIIIE ARRIVED: ll:15 Alt TI}IE PLACED:ll:50 Ai'l-CU. YD. LOAD/ACCUI'I: 7156
FIELD TESTII|G INFORI.,IATIOI{ SAilPLE TEITIP: 57 "F AIR TEI'IP: 33 "F
TITIE TEST TAKEI{: 11:55 AiI SLUHP: 3 III. AIR COilTEilI: 5.?X UET UIIIT UEIGHT: 143.6
JOB SPECIFICATIONS: SLUI{P: 4 II{. AIR COIITE T: 4-8' I'ATER ADDEO AT SITE 5 GAL
CYLIT{OER I t{ FOR,I,IAT I OI{
t{0. OF CYLIT{DERS: 6 CYLII{DER,SIZE: 6.,x 12" TII.IE CYLINDERS CAST; 12:OO OON.UHERE CAST: ON.SitE
CUR I I{G I TIFORI,IATI Oil
II{ITIAL CURE: 0n-Slte FITLD STORAGE FACILITIES: Heated Jobslte Trai ler
OAIE RECEM0 AT LAB: 12-6-93 8Y; lla rk Jensen l'lj t{/f'lAl
AGE
DAYS
DATE
TE STED
TOTAL LOAO
(LBS)
D IAI.IEIER
( rilcHEs)
AREA
(sQ lN)
COMP. S IR .
(PSr )
TYPE OF
FRACTURE
CYLII{DER
UE IGHT
(LBS)
CYLINDER
UIIIT LrEI6HT
(PcF)
7B
78
288
288
28B
288
12- l0-93
12-10-93
12-31-93
12-31-93
l2-31-93
l2-31-93
130 ,500
130,500
153,000
157 ,000
156,000
157.500
6.04
5.98
5.99
5.98
5.98
5.99
28. 65
28.09
28. l0
28.09
28.09
28.18
4550
4650
5430
SJYU
5550
5590
col umnar
col umnar
shear
shear
shear
shear
DES I6II STREIIGTH 4000 PSI 0 28 DAYS
TESTS BY LABORATORY PERSONIIEL ARE I1{ ACCORDANCE UITH APPLICABLE ASIII I'IETHODS UNLESS OTHERUISE I{OTED
SOiI€ IIIFORI{ATIOII OF TEST REPORT AY 8E PROVIDED 8Y OTHERS
RII.IARKS:
psi Job
non cloride accel erator
seeci fi cation for this
was
UAI I
added
pour
to
is
ml x.
4000
COPIES: R.A. llel son & Associates, lnc.;
Town of Vail; trestern l,lobi]ei
J V A, Inc.; Gwathney Pratt Schultz;Erian Scanlan Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
Ai r muturl protcctlon to cll.nt3, tha publlc
cll.ot3, .nd .uthorl:atlon tor F|rbllc.tlon of
p.ndlng our wr'ltt.n .Pprov.l. S6rpl.3 rlll b!
ln rrlt I ng.
A n.|nbar ot tha !I! group ot co6p!ni..
.nd ouri.l va3. tll r.Poiti
3t.tam.nt3. Conc lui lont of
dlrpor.d ot rftlr tcstlng
rr. iubnltt.d rr th. confldl.ntlrl Prop.rty of
axtracts frofi or ragardtng aur t'aport3 It r.l.r'vad
ls cottrolatad unlar3 othcF lirangttant3 agraad to
Fonn No. cttE!l3A 6/91
J
o z
ts
=t
uJ
|-\
(n
UJ
UJ IL
F
=E tlt
Fl,{}rbolE O €ir/*16
c.-)
I \o
I
o
o {J (t)
(E
I
c.)
I \t
ll
I
I iq,;i r-l I
6El
:h
- F-'1'
P
o
UJ
E o
I z
o
z z
a
u,l F
z
z
=o
od
z z
E uj z
=
ul I F
=Q
\
4.
6l+F! .h
tslt$HI
3l r
rrl I N--l :-
5l <
5tm t'llV'
IL J t!a
i
E.o tl-o,
o
.9
(5
c
=F
0)
o
c
(D
E
l
-i o
o
3 o
rt:gg
:66s?dist 9UF";
=
e *t
*EE8 EiE:
"a 8e:6 c-o>'I I -6 ;; t€:€P:
cY"(!
--=o)3 5;.5
EEE:*.9 0t cEoS
SesF !lse o(! 0-*E:.9
o!6or sfie€
P6,!6
EE b E
ar 6! "i;Ee
=,!=:-a;9
-c; o o
n' cl i.9
8E€5 gElE
O(!=X
i: Fe ;*;E 9Eo -
e E g:
rr
|-N
€
(Y]
b
=
UJ I
z
J
l
Y
I
z
J
(J
E F
lIJ -)uJ
z
6
=:)-)
J
o z
au
=
tu ul
z o
tr
IJJ (r ()
uJ
e
3 g
uJ E z
6
uJ o
tr
u,o
z
LI',
o
x
F
uJ q
l
.l)
u-,
uJ t!
=
=
uJ o-
J
o F
z
J
l
J
I
F
IJJ
uJ
z 6
=
d
2
I
uJ :
NOrM'rVA
Y E
=Z tJ-
6z >o ;F
J+
e-
ztt uJq oz
N
>t
--
z tr^
=E 'u, o z>-O(-J <)z rJ- <
o9
jc.i
z
tr
f
u-
(!
o
o-l
ir
E
(!
&
z
E o o
F
t9 z o
F'
&lrl F
;t!z
I
t z l z Oo tr IJJ <O o<
>i;i >-
8o <z
L z
Az z---F
do Bd OI
il tl i-r-
ii
i-i-
!-t-Ii la txlB totF lild
uJ
:l
cc
z
o
I F
L!
z
F
J l a z
o o
$$$
lf,fln#H
F.l
ir)
IJJ F a (Il
-z
r (L
uJ Y
UJ o
FCn
> F-r fr:
t!t o lll > Et s. El o 0rl
rill ' (rl
lrJ F!!oE zo
2
I
uJl .<l
-l LI
b4
14l
"l ol
(dl
ol
u)l
l!l 'l
I
z
=tr
J
F
o
li (,
lr
l.r
o
ii
=z
o
bI)d
F{
t-,1
c)
(!
o o
!r,J
z
lu
o
=
C\c!\+
I \o
t\
I
F
IJ .u
d lr
o
.E p
d
B
C-'
t
LU
o )
r\.+
I
t\
F
+J
(a
(J
+J
.r{
6)
d)
}r
=tr
I
C\
z
qJ
=
IL o
z
==tr
o z
ll.l
=
ll.
z -
F
=t
z
.'i
u,E
J
z 3
F
ql
J ul F =t
o z
uJ E
J
l!o
z 3 o F
=t
tr
z
ti
uJ E
J
o z 3
F
ul J
UJ
I.IJ z 3
F
IJJ L I ()
<F CO
r,.! <zE (rz
)E <o ()F
E3 (J l.-',2 ilo
>Y
=<ZE
)z oO
Xo VF 7<)a<:tf
Y,Z
=g
Eir
=o=
J <c)14 u);uJ :o
z
,lY zQ (Do
=z
O- tL
-J
z&
'-1 a )
--cnr!
E
E
Iu
o-
uJ o z
a a
tr
Lll i-h=
dLU >c
ULL 9o
:>fiF-J
IL
u,
c0
F
0'
E
o
o
o
.:
E
E o (,
lAo
laE (l,l-F t=E r- 6
-: !l
ts
=E,l!
o-z o
]-(J f E F a z o (J
ft!
trn
F o2 .o
oz
OE
..E
e8
tF,
A(a zo
drd
t{
F
o
E
o
tr
(,)
()
li
o U
.!o .-r p.E' N
{, q)
u..
<49 ?
.'llq tr
tr
AF zv
FTE
ttl
FT
zz
>o ET:
bFr c)z ,o tsE
(/l
FI
FF t+2
oo AE
F d
F
d
F
z
EE a(J
zEl o
EEI o olr F CO (' do
o(J
a
e4
B
e
Fl
o
a z
til
o
::
";
E>
El = ,tr
&(,q !qo !qco
Oro* oF vArL coNsrRucrro0
PERMIT APPLICAT FORM,.,
. APPLICATION MUST BE TILLED OUT COMPLETELY OR t
I* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * pEIll,tIT f NFORMATION
rY '[ ]-Buil+ng [ ]-Plumbing [ ]-Electrical t I;M
tov w^n"zQW(tflIWb rob Addre"", ''('
Legal Descriptiori Lot Block
owners Nane: (
Architect:
General Description:
1
'{:#; tt wp
Work Class: D{-U"w g l-Alterati
T
Number of Dwelling units fi/A
REC'IS:l i:1993
IT MAY NOT BE ACCEPTED
*****************************
Filing sunorvrsrou,
JM:l Pln.47b 042.
dress: hfe ',n2, Bt t ,, P,.. 474-//4 /\
tion [ ]-Additional [ ]-Repair [ ]-other
7
Nurnber of Accommodation Units:
Gas Logs Wood/Pellet
*********************************
$pnber and Type of Fireplaces: Gas Appliances v
,T* * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** VALUATTONS
BUILDING: $ELECTRICAL: $
MECHANICAL: $
a
TNFOFMATTON
ztS-$ t
***************************
Town of Vail Reg. NO. /pl-t+
Phone Number: R?d-ns36
Town of Vail Reg. NO.
Phone Number:
Town of Vail
Phone Number:
Town of Vail
Phone Number:
Reg. No.
Reg. No.
Address:
Electrical
Address:
Contractor:/'\ L,'grslelT O./h/t/613.
contracto t. "4fn
******************************** FOR
BUTLDING PERMIT FEE:
PLI,'MBING PERMIT FEE:
MECHANICAIJ PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
Plurnbing
Address:
Contractor:
Mechanical
Address:
oFFICE USE *******************************
BUILDING PLAN CHECK FEE: '"7< -
PLUMBING PI,AN CHECK FEE:
MECHANICAL PI,AN CHECK FEE:
-
TION FEE:
-UP DEPOSIT:
TOTAIJ PERMIT FEES 3
VALUATION BUILDTNG:
SIGNATURE:
ZONING:
SIGNATURE:
Cornment,s:
,BoK lTll Fdwruds, 6 f Abts>,
'i
75 soulh lronlage road
vail, colorado 81657
(3o3) 479-2L.38 ot 479-2139
TO:
FROM:
DATE:
SUBJECT:
ottlce of communlly developmenl
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE
TOWN OF VAIL
TOWN OF VArL PUBLTC WORKS/COMMUNITY DEVELOPMENT
MARCH 15, 1988
CONSTRUCTION PARKING & MATERTAL STORAGE
In sumrnary,.Ordinance No. 6 states that it is unl_awful for any person to litter, track or deposit any soil, rock, sand., debrls or rnaterial, including trash dumpsters, portable toilets and workmen vehicles upon any street, sidewalk, alley or public place or any portion thereof. The right-of-way on aIl Town of Vail streets and roads is approxinately 5 ft. off pavement.This ordinance will be strictly enforced by the Town of Vait Public works Department. persons found viorating this ordinance wirr be given a 24 hour written notice to remove-said material .In the event the person so notified does not comply with the notice within the 24 hour tirne specified, the puftic Works Department will remove said rnaterial at the expense of person notified. The provisions of this ordinance stratf not be applicable to construction, maintenance or repair projects of any street or alley or any utilities in the right-a-way.
To review ordinance No. 6 in full, please stop by the Town of Vail Building Department to obtain a copy. tfranX you for your cooperation on this natter.
Read acknowledged
(i.e. contractor, owner)
lnwn n l|al
75 south trontage roed
Yail, colorado 81657
(303) 479-2138 or 479-2L39 ofllce ol communlty developmenl
BUILDING PERMIT ISSUANCE TIME FRAME
!f ttris permrlt requires a Town of Vail Fire Department Approval ,Engrlneel''s (P_uUt ic Wofks) reyiew and approval , a pianning' Department
review or Health Department review, and a review by the auiliing
Department, the estimated time for a total review may take as 16ng as thpee weekE.
All commercia'l ('large or small) and all multi-family permits will
have tq follow the above mentioned maximum requirements. Residential
and small projects should take a lesser amount of time. However, if
fest'.dential on smaller projects impact the various above mentioned
departments wi.th regard to necessary review, these projects may also take the three week period.
Every attempt w,ill be made by this department to expedite this
permrl'! as. s.qon as possible.
I,, the undersigned, understand the plan check procedure and time
frame..
,l *6#!#u N>, 4/43,"R/a Ut I I ng,,
Communi ty Devel opment Department.
Plan Review Based on
the 1991 Uniform Codes
NAME: FOUR CORNERS DATE: 9-16-93
ADDRESS: 1310 WESTHAVEN DR CONTRACTOR: ST. BENEDICKT CONST
VAIL, COLORADO ARCHITECT: GWATHMEY,PRATT
OCCI]PANCY: R-l ENGINEER PETER MONROE
TYPE OF CONSTRUCTION: ll PLANS EXAMINER: DAN STANEK
CORRECTIONS REQUIRED
The items listed below are not intended to be a complete listing of all possible code
requirements in the adopted codes. It is a guide to selected sections of the codes.
The following is not to be construed to be an approval of any violation of any of
the provisions of the adopted codes or any ordinance of the Town of Vail.
1. FIELD INSPECTION REQUIRED TO VERIFY STRUCTUAL FRAMING, BEFORE
FRAMING WILL BE APPROVED.
2. GUARDRAILS TO MEET SEC. 1712 OF TTIE 1991 UBC.
3. ALL FOOTINGS AND SONA TI]BES TO BE A MINIMTIM OF 48'' BELOW
GRADE WTITI REBAR.
4. IIANDRAILS TO MEET SEC. 3306 OF THE 1991 {JBC.
I
I
I
o z
E
=G,
uJ o-
tsl E lq
P4
9'<l N
at,
LlJ
UJ tL
ts
=e.ut o-
Qu-t nt \\
N
Or
cr)N
2
z z
E
F]
v
AH AE
5<(,R
Eo =z
!!
UJ
F
v>z
=o
z z
.h uj F
z
z
J
to
€
z z
lr J ul o
=I
o
o
z o o
o
UJ z 3 od
tL t!ctZ
,.' 3 Eo luJ FI <F Zr,
9.2 o<
o.A 6r
]t
F
o
o
o o o
(E
.E E
o
o
E
(!
o
o
E
(D
E
=l
o o
(!
'.q)
E
-;- o c
Eu E:
=.e *€
EE e;
E EP:E cLo>
ef:E
=
si;c96E
--=o)3 t;.;
EE-s;
I€ S;
g'e et
E!se
cL (! cL-o=-o (5PO*oiE-or
s *e€
: q, 'v o
Pe E H o6:--
EeqS
-o.Yo --Cl G o'-.=c;oq,
srE f
: Ei;
E; E:i6eF PE.o -
eEgg
- o (B::
H
B
v)
H
H
3
tt)r'l FI
,4
ts :e.
uJ
(,z
J
@
-o
UJ
o z
J
E
o u,
UJ
z
!o
z
uJ
=
qJ
qJ
z
tr
IJJ
o uJ
o .o
=g
uJ
z
6
UJ
6
uJ
(L l z
uJ
x
F
ur o
at
uJ
llJ t!
E
=(ts
IJJ
o-
F o F
z
J
@
d F ()
uJ
uJ
z
o
=J o.
=-
rtl
=
NO|lVnlVA
ts
Y-\
}Y z2u-
tr - 6zA
H B
=FE .t, o e.z,
=i 89 r= HE oq itr H6g>
=8 23
-Gl
OJ
GI
z
tr
q
(!
c
e
tIJ
F
C\
tu c
z
E
t+
X
z
F-
ul F
=UJ z
tl {l tl 1l
L z l z Oa
<o o<
=P Rtr 6ci <z
F z
9z
do 3tr
'{X X X
f
F
z
F
o)
d)
o z
Y
IE
(L
2
UJ o
Jl <l :-|
zl
zl
., >|o l!o ut
uJ z
F
uJ
z
E
ul l
<-
EE
(t
!,
uJ z Y
i F
z
F
J l o z
I
cr)to
@
LO O (:)
z
|l
z
IIJ F q
@ o -z o
F o-
IIJ Y
uJ o
o Fc1 rR
=
.-r
E LU c')(L e.l
bBl >zl b=l o-l tZl rHl guJ
i^F IJ zo
tzJ
z
P
ts .A
E
FN
z
(J=z4
aoO
=z
.-P
F
=.E
UJ c t!
ul o z
U)L
c.s E
JF lLl -h=:E o- uJ >o-Ot!9o
\ llj xo-x>
ut-J J
IL
llJ
o
o
E ct o E
o 1t
.E
3
E
E o (,
iAO
IJr l=6 IDE l=E
-cl -o -!
E
=E,lrl G z 9 F (J f E F
CN z o (J
trtr
ifrE 6il=
=J
lJ-
co
Fl
Or
H
F
cq
ce
E-r
z H H
aJ)
B ii
z
o _-)
I
Fl
F{o
z l-l H
an lrl E
E
2
H A
z t{P
in
:
o?
ut
o d s J
=
N
I \o
N \a
o-
Ff H
6
2 t
t!
w
:
=
F =
tr
z ,;
ut
l!o z 3 9 =d,
l!
o z
qt
IIJ G
J
t!o z 3 o g
u-
z
ct ut E
a
tt o z 3
J
H
tt)
Fl t-l
c
G
I
ca
A z
,;
u,t
J
lr
z
=o F
t-
C\
I \o
F\\t
u
E =tr
o z
ci uj E
J
?
lr-o z 3 ui .J
uJ F
t
UJ z
=o
F c)Itl
F
?
E
-rO <F (r()
LrJ <zE
IJJ F (r1 z o o
JE <o (JF
Hf
=F
=2 5
E
2P g3
d3
ix YF 7<).r <.+E
YZ
=g
Eti g
!tY
F- t--Oz <o o?.
=o'
nnkt **'id
o z
E
=ul o-
!I FI G
)+t{c\,1 U'
I.IJ
uJ
=
IJ c
,'?r,-:--fit Y\\
ni o\
a.l a|
z ,4
t
rtl
X
<od ;bl Yz tra o<
24"O^!z
uJ
E o
uJ F
o
E
F a z
z z
a
uJ F o z
o z
o
o
oa
(,z z
g,z i
uJ I
o z
o
c)
o
(t
=
(!'
c ;o t-
v,q)
(g
;
o
o
o
c
o
o
O
g,
I
o
E
o :
l ;
o
;
.9
o)
1e€g E8F,;
F9R€
Ht g e
tr.= I c
e6E:0 c-o>
-. Ii aE -E:;€- 6.0 d .pF -
cY'-(6
dEa:zr?io g E g:
= 6 bt fEo'9;ee
.q-EP
o(6 o--a=* o (o:o-
oiE-ot
=*e€!;(gx
- 9.Y 6 (D rq=> -y c)eE!:
--Ca
ar <D =.9 -eE s:
:gt,=O (0=;
!: irr
;g;E 9E o -e5g:
H
3
v),rl
E
El
3
kl
h
F
tl.J
o-
z
o !
x
ul
(J
z
J
J
E
)
lrJ
(,z 6
=3
I z
Ll/
=
ul
uJ
z
tu
o
(o
=g
UJ
z g
UJ o
F 6
(L
o c ?z
IIJ
X
F
IIJ
@ l
(t)
uJ ul
lJ-t
=E
LIJ o-
J
F
z
J
f
d)
)
F
{u
UJ
z
=f
.J
o z
t!
=
NOTMIVA
:<^
X a')= =ig
F^arrza I5 >eE E I oEr.66 a-z>-o=8e F;tL<3i 3F :8 27,
r N ci(j
ol
z
tr :
LL
ct
(L
l
c
uJ
a.l
IJJ
E,
z
E
o
fi
z
tr
UJ F
;
LU z
ll
I
tr z )z O </,
<(J o<
>E >(!Rr 6o <z
L z
Oz
-.1 T do
=tr OI
ll n
il
I
t-l tccl lol tol tdl
UJ l
J
ac
z
o
I F
c
F
2
F
J
U\z
I
z
--fr
I
3
F
-_-]
--
o E
o
o
E
a
o
_l
rl <l i-l
zl
zl
. >l o
u,.l o
uJ
uJ z
o)t-
(r
uJ (!
J
z
E o o
o z
F a
tD
z
c
I
&,
tt)
r^ c)
'z .{t
J('zi
uJ F o dl o -z o
t-(L
IIJ Y
UJ
co
o Fcl
:- 't\
tr
(L:{
r!l o3 -4
R4
I ta
uJ t_ r{r bE zo
td
H q
z=
''r Y
=F =< tu 60 ts
=z g?
=-o
3
l!lr O
I f1
J .-i5 \J \,,'
=
=trft
dd=
=
u,(L
TL o :!{E>E<l!l o92 6v!e9 eE >o
cd
F 1r-:uJ:-E b=o ?i-E =il -. \., u-E 90 I \ur c xa!r x>G=F o.-o-i tt;
ut
F
\o t\
e.l o\
\C)
F
",,l
."1 |Fll -l
I ol
=.1 ol lrjl
:l
al >l
u-l ol
zl
3l ot FI
r{o
A.
H
u1
I
I
I
I
,I ol
=.1 ol
uJl
5l
<l >l
rI-I ol
Zl ,.t
et ;FI F
I
I
I l.l-
I
I
I UI ut
CI
CI
J
=()
cil z.l
(,l
ql
al >l
u-l ol
=l PI
ol
=.1 (rl
ull
5l
<l >l
ttl ol
zl
3l ol FI
ll l&l-l lol -r ll-r lAl F-r rdl I l>l \g l<l F tFt f I c.ii I r":l dl 3l
Fl ol
:( | col | -{zl ut ,-.ll 14
E-. I x, Fr (at ;t H
H,l qg eeE AEo
(J
&H fr
x
rA
,.1 rrl F
z
l-,t H r
FI
.+
uJ
z
co
F
C)
E F z-
9 z
-
uJ
J
9
F O
UJ
-J
F
F z
t (,o
z, t-
;#]F )z r!o
F
UJ F
T !!tr
>4
=gE
EO
35 dg
.'6
=E 9b 55 @l!
F I
F E o E$
Eil IP ;I EE t>EEi fE *I ;8
EE iq €il
l|l D o F
_l (Y
' I L-I r--' I
t a\l \/,
I
d 2
F
H ot o\ct\
;
cv
<>z.
[t
F IH E IE E l'..l! E-
o-z o
-F (J 3
0t F n
=o
C)
T:I-J
\ /-/l ,lD \<lJ=
.E
:
H
vt E o -z o
E qt Y
H
P
E
E G lll c lt o
o-o ()
I
ut F
9
luull
VAIL 6A5 F I REPLACE 363328432E'P. 02
dflor of cornunfi drrrlopmonl
?l.ou0r fiilt gf, |prd
bll,cobrr.h llott (E0tl 4?9-2r3E or 479-2[39
tf this perutt requl{eF I Towl.*q,f=y.all trre gbparurcdi,+ilprsvat,'-'-
llglneex's..(Pgll19'uorlsl rcvi#.Eio'ipi"ivar,'a Fiiiinriii-itEiari,nent 5IIL gl,Hql th Departnrint-r-evtew, ani' a revf u uy- Iiii -fiuiiliirri
ueparalentr tne estr:mated Hm for a total revien lray uke ai t6ng as t[ree weeRr.
lll .gr-:tg!al flarge or smal!) and all mutfi-famfly pemits will havs t& follow tJle above mntf6ned ruxtruun requt'reminli.""nesiiintrar $.:ryll fry{ects--shourd trke a reiser iniruni or-lriiil' HiwiiEr,-ii'rrsTdentljat on smaller prcJects impact the varfous above nentionid deparments rri ttr re$rd' ta- necessii"i- ieview,' itril; pil;j;"i;',t;"alio talte the ti.ree-week period.
Fyan:u!!.*pt will be T?ge by thta departnent.to expedite thts peymlt aq s$on rs posslble. i i,
BUILDII{G pERr{rT tssrmilcE T$tE FRA}IE
underg.ignedr understand the plan check procedurc and t.lme
!L
I. tlle
frane.
'I ..
//*ea
te t'foh eet bas
::.lt
VAIL GA8 F I REPL CE 46332e442E P.93
lnun
EOt
EROltr
DATE:
SttE ECTe
?s |ao[i troilng|r r10rd
dl, colordo Slatlt
tlotl 479-2138 or 479-2139
I
I
otflor of colrnunlv ltasrlopmcnt
In aumary, ordl.nanca No. 6 stateg that lt ic wllaltfirl for any
pergon to-ilttei, traclc or depoeLt any ro11, rock, sand, debris
sr naterlal, includlng trash durnpsters, portablr tollets and
rort<nen vehicles upon any etreet, eldevalk, alley or publLo
place or any portlon thereof, Itrc right-of-uay on all Torrn of
vaLl etreete ind,roadr Lg approxlnately 5 tt. off pavenent.
Ehls ordtnance wlll- le strtatty enfoEsad by th? Town-of vaLl
Prrbllc lrtorks DeFartnent. Pereons found violatLng thls ordlnance vlll bc given a" zl,.aour nrltten notlae to reolove raid natsrLal-fn tbr evrnt the Dirson so notLfled doee not conply nlutr ttre
nottce uitbln th€-,24 houn. tlne spealfied, tbe iRlbllo .tlorkei
Departnent will r6movs eaid neterial at tbe e:qtcnse of prrson notlfledt. the provlcLone of thlc ordinanco sba).l not be
appllcable to eonsttuotion, naiutenancc or repalr proJccts of
any etreet or all,_ey oa an1: ltllltrgs ln th: right-a-vray'
.:
llb Lviaw Ordinanci ro. d lln firll, pleace stop by the Town of,ValI BuLldlnE Dcpartusnt to obteln a copy. Thanlt you for yout
cooperatlon on thlE natter. r;
alJlj ctlltlLsloRs
TOWN OF VArLI
CURREISIITL REGI8TERED IIIT'E |!HA
troIfN oF VArL DgBLre WOR(s,/coMuItNrTr
II&RCH 161 il908-r:u ,;l: i: -r-i:C I C "', il?::i:F
CONSTRUSITON PIRICINE T IIAIT'ERIAIJ ETORAGE
,l
I
PERMIT NUMBER
rNst"toN TOWN OF
REQUEST
VAIL
Sr.\
OF PROJECT
oor= \ (L,:'\\
JoB NAME
READY FOR
LOCATION:
INSPECTION:MON
BUILDING:
O FOOTINGS / STEET
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r-r ROOF & SHEER " PLYWOOD NAILING Xcns PTPTNG
I] INSULATION
D SHEETROCK
tr POOL / H. TUB
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
tr DISAPPROVED D REINSPECTION REOUIRED
CORRECTIONS:
.,/ r--
Project Name:d.={i
Project Description:
Owner, Address and Phone:
contact Person and 'no^" Ly nn TJ*a>n :tt"C-'n$r CqL(<"1''<';'+ - €B- /c Yg
81o5. f<cos sl. O-enuet' Ce. BO?23
Project Application
,u<(L - \,O*>{,i rf Vo -'t7€-7/{ /
'L .Co. g/6s
r^
Architect. Address and Phone: P l.+
rra..a.fS + bua'l F L*ge L ,"," 3Dn4 Y Block
fue s.-f-(J.
Design Review Board ,/".^!"W ,"-+3-Motion by: G<el3e- L4rv1[a
Seconded by:
a' ((s ru
f./b *j'-c.li{d,fl;t <w nef ^"il . ;c
n**aJjf\ atpJ. Le c-^{a={e(f fu- e€- oL( c.&,>t -r EfrrJ ilo{eri"C:,
. \'f ' r
- lcu c'<)F''"'
uJ I DTsAPPRovAL
tly +- --{-C L (Jt t*-tr
A<,
APPROVAL
3,?-tf,f.q/v< ur.nLt L.klo fuc<iv< Lor<r e€mue.L ,t;
,{.1
k><
'"W)'-r{rr*)
any$- IP,n e,
lo)scap?
tL""t kk
Town Planner
o,^r. P/a=/?6,
E statt Approval
o
WESTIN RESORT VAIL. SATELLITE SITE PLAN
SEE NOTE
XX
x
o
*
XXXXXXXXXXXXX
XXXXXXXXXXXXX o n o ,^,o n o o .o o o o oo o o o
Qt"* LooAs.-t:!fG')
fffitt{ifi ? ::,two
N
r1. Plant 15 Dwarf Mughos (Shrub form)
r2 Plant 30 Service Berry Bushes (X)
r 3. Install drip irrigation for the above.
4. Remove all plywood paftitions.
5. Remove all debris from under the porch.
6. Repair stucco and paint porch. \ , <
I 5, !i:3[::i'JTU; I:::rTtP"-i,-x i,, Fv-,'-( otr e L ( c" *r*-r;;;
* All bushes are to be placed in a natural random pattern.
Locations for all bushes are to be between 10 to 1 5 feet in front
of the porch. (West of the porch)
The undersigned represent that all work will be done in a
professional manner and will be completed in its entirety by
June 1, 1993.
/o-tt-?zf"{fI{t //"kltt'1ae 2, ooo
The Westin willdo the following by 6/t/93 Af
240 South Pecos Street
Denver Colorado 8OZ?3
303-698-1048
FAX 598-9285
:f^ r/" //^/, " *6^7!Le! =-
f ^s/oi/-fro^
45f 1'0oo
r
* ww|wn
a
+
a
+
vr
h
I I
\\!-
):.
J<*
{
\.!,
)s
{
s
\t
--s
S c \<
-"1 .
rNl
5-
-\'
\-f
3(G
r*,
\l
\9_
z
\5 s
\Y
\"s
I tl
I \v
t_1 \5
J
\
a
f,\
\41
(5 z d J+:) o'$m !e'z -J tl
-S t+- .U
, trStE
7 CI 'tt\
= cslv(.n js;q
H r_\\\= tFS
u *1.1.{ EIE
T D}.7
Jv\r-
+
.t-
\
.\ft
o
2..
(L
[rJ F o
z z
LIJ F z
tu F J J
TIJ F
a z tr a
[U
->
z o
C)J
m
ti,
.{Sz 1.
,rl,tl
q
/xil
v
s>
e\
J
11 -,J\ \\."-0 s
tc
LU
o (r
o-
ril t
business participants. Russell suggested that the Town may want to do a
comprehensive study of work management in Vail.
Diana Donovan expressed the need for water conservation to be added to the Work
plan.
Jeff Bowen explained his concerns for the need for noise management of l-70, with
Dalton Williams adding that the activities at the Ford Amphitheater, and other concerts
and activities such as those preformed at Lionshead needed noise management.
Russ ended the presentation delineating the three new initiatives as:
1. creation of an environmental data base:
2. development of a preliminary environmental review process;
3. development of an environmental strategic plan.
A request for a side setback variance to allow an addition to the residence located at
716 Forest Road/Lot 10, Block 1, Vail Village Sixth Filing.
fftgrv uLrl I
3.
Applicant:
Planner:
Charles Ackerman
Tim Devlin
4.
Tim Devlin showed new plans to the Commissioners delineating areas of
encroachment, showing where applicant decreased the side seback encroachment
from the previous work session, and the request for the applicant to provide additional
landscaping for screening.
Jeff Bowen motioned to approve the request per the revised plans and the staff's
memo, including the landscaping as presented on the drawing at the meeting. The
proposed landscaping was acceptable. Dalton Williams seconded the motion, with the
PEC voting unanimously 6-0 to approve the request.
A request for variances form Section 18.58.320 to allow two satellite dishes to be
located at the Westin Hotel/1300 Westhaven Drive/described as follows:
That parr ot lhe SW 1/4 NE l/4, Secrion 12, Township 5 South, Range 81 Wesr of lh€ Sixth
Princlpal Meridlan, Town of Vail, Eagle Counly, colorado, described as follows:
Beginning at a point on th€ southorly boundary of the parcel of land shown on lhe Condominium
Map for lh€ Colorado Mountain Condominiums recordsd in Book 387 at Pag€ 620 in the otfice of
the Eagl€ Cornty, Colorado, Clerk and R€corder, whenco the most souh€rly corn€r of said parcel
bears S 52 50'29. W 14.16 feet dislant; thencs the following nine courses along tho sorrth€rly
boundary ol said parcel: (1) N 52 50'29' E 49.16 feet: (2) N 37 12'45" W 12.34 Feet; (3) N 52
47',15" E 1.00 feer; (4) N 37 12'45'W 1.30 feer (5) N 52 47'15' E 42.60 feer; (6) N 37 12',45" W
8.70 te€r; (7) N 52 47'15" E 15.00 feel; (8) S 37 12'45' E 22.40 leet; (9) N 52 50'29', E 35.28 Feer;
thence d€parting said southerly boundary N 52 50'29' E 56.96 feet; lhence S 37 09'31" E 45.34
PLANNING AND ENVIRONIIENTAL COMIIISSION IIEENNG
S€ptembe. 28, 1992
leet thencE N 52 50'29" E 48.70 teet; thonc€ S 37 0931'E 9.60 teet; thence N 52 50'29'E 80.00
feet; thence S 37 09'31" E 36.40 f€et; thence N 52 50'29" E 21.30 feet; thence S 37 09'31" E
220.02 f€€l to Gore Creek; thenc€ th€ following four courses along Gore Cf€€k: (1) S 49 26'36'W
76.45 tgsr; (2) S 22 31'36'W 124.47 leeri (3) S s3 37'36'W 119.34 ts€r; (4) S 65 31'36'W 14.s8
fe€t; thsrrco dopartlng Gore Creek N 32 59'30'W 141.47 f€et; thence N 57 25'30'W 124.02 fe€l;
thencs N 37 09'31' W 116.45 te€t to the point of beginning, containing t 10,200 square toet ot 2.49
acros, more or less.
Applicant: Westin Resort\Tri County Cable Vision Planner: Andy Knudtsen
Andy Knudtsen presented the request with a summary of the staff memo pointing out
the conditions of the staff memo as:
1. That the applicant remove all plywood screening that encloses the underside of
the deck on the west side of the building and remove the miscellaneous items
stored under the deck at this tirne:
2. That the applicant revegetate the slope around the satellite dishes and deck
area with native grasses;
3. That the applicant provide a landscape plan to the DRB which provides a
minimum of 12 shrubs to be located around the satellite dishes and 3 spruces
and 5 aspens to be located along the deck area in locations that will not block
satellite transmission signal to the dishes. This landscaping should be
coordinated with the landscaping proposed for the Cascades.
The color was discussed as acceptable as black or white (to match the building) and it
was decided that the color choice could be left to DRB. Lynn Johnson explained that
the angle of the dishes would not protrude from beneath the decks, with the first dish
being flush with the opening and the second dish being angled 5 degrees in a
southwesterly direction. He said that he preterred two 12' dishes but that he could get
by with one 8' and one other dish at 10' in diameter.
Diana Donovan stated that shrubs should not be junipers and that they should be 4-5'
in height when planted (5 gallon). Spruces to be planted would have to be 6' min. in
height with the aspen being acceptable as 2" caliper.
Dalton Williams moved to approve the request, with Greg Amsden seconding the
motion. The PEC voted unanimously 6-0 to approve the request.
5. A request for a front, side, and rear setback variances and a variance to allow parking
in the front setback for the construction of a triplex, located at 44 Willow Place/Lot 9,
Block 6, Vail village First Filing.
PLANNING AND ENVIRONMENTAL COMIIISSION ilEENNG
Scptcmb€r 28, 1992
TO:
FROM:
}ATE:
;iUBJECT:
MEMORANDT'M
Planning and Environmcntal C.ommission
Community Development Dcpartnent
Scptember 28, 1992
.L
,\t-
(\
K
lD
Applicant:
Planner:
Westin ResortVri County Cable Vision
Andy Knudtsen
W'l^*"F
l*b
,- hsb-
A request for variances from Section 18.58.320 to allow two satellite dishes to
be located at the Wcstin HorN300 Westhaven DriveVescribed as follows;
Tb$ pan of rhe SW 1/4 NE l/4, Sccrim fl Township 5 Sorrb, Range 8l West of the Sirrh
Principal Meridian, Towtr of Vail, Eagle County, Colcdo, d€saib€d as follows:
Beginning at a poitrt on the southerly boundary of the pacel of land shown on tbe Condominium
Map for the Colorado Mountain Condominiums rerorded in Book 387 at Page 620 in tlre office of
tlre F.agle County, Colorado, Clerk and Recorder, whence the mo$ southerly comer of said parcel
bears S 52 50'29" W 74.16 ferl disunq thence the following nine courses along 0rc southerly
boundaryofsaidparcel: (l)N5250'29"E49.16feer (2)N37 12'45" W12.34Feeq(3)N52
47'15" E 1.00 feeq (4) N 37 12'45" W 1.30 feer (5) N 52 47'15 P'42.@f@E (6) N 37 12'45" W
8.70 fef,s C/) N 52 47'15" E 15.00 feeq (8) S 37 12'45" E ?2.q fenq (9) N 52 50' 29" E 35.28
Feeq thence depaning said southerly boundary N 52 50'29" E 56.96 feeq rhence S 3'l 0D'31" E
45.M ft*t thence N 52 50'29" 8,f8.70 fee4 thence S 3? 09'31" E 9.60 fe€C thezrce N 52 50'29" E
80.00 feeq thence S 37 $'31" E 36.40 feeq thence N 52 50'29" E 21.30 feeq tll€nce S 37 09'31"
E 220.02 feet to Gore Cleelq ihence thc following four counes along Gore Cle*: (l) S 49 26'36"
W 76.45 feeC (2) S 223r'36" V'I rU.47 feer; (3) S 53 37'36" W 11934 feeq (4) S 65 3l'36" W
1458 feeq thence departing Gore CYeek N 32 59'30" W 141.47 foeq fience N 57 25'30" W 1U.02
feeq thence N 37 09'31" W 116.45 feet !o the poinr of beginning, containing 110,200 squae feer or
2,49 aqes, more or less.
L PROJECT DESCRIPTION
The Westin Hotel is proposing to locate two ssEllitc disbes on the wcstern side of
their facility. These would be located under an existing deck which is currently
approximately 10-15 feet above grade. The proposal complies with all of the zoning
code standards for satellite dishes except for item 18.58.320 (D, l). This section of
the code states that "@ mc€ tban onc sadlirc dirh antcnna sball be allowed on any.
lot as delkrcacd m 6o offibiil t'ocm of Vail zoiring map.' The applicant is
requesting a variance from the standard so that they can locate two dishcs on the property.
In thc past, the Westin Hotel has used plywood to enclose thc underside of the deck
for storage purposes. Thcy have painted the plywood to match the color of the
building. They are currently using the area below the deck as storage.
tr. ZONING CONSIDERATIONS
Taning:. SDD #4, Cascade Village.
Setbacks: Per SDD Development Plan, with the building location and the resulting
setback being the same distance from the property line.
The satellite dishes would be setback 45 feet from the Westin's westem property line.
rII. VARIANCE CRITERH
Upon review of Criteria and Findings, Section 18.62.060 of the Vail Municipal Code,
the Community Devclopment Departrnent recommends approval of the requested
variance based on the following facton:
A. Relationship to surroundins area
1. The relationship of the requested variance to other existing or
potential uses and structures in the vicinity.
The properties which have the potential to see these two satellite dishes
include Millrace Phase I, Millrace Phase II and the Cascades on Gore
Creek. During the staff review of this proposal, wc discussed the issue
of screening with the applicant. Originally, ttre applicant wanted to
replace thc existing plywood with a chain link fence with wooden slats
woven into the fencc. Staff notified the applicant that the Design
Review Guidelines do not allow chain link fencing to be used. After
discussing this, the applicant agreed to landscape the arca as long as no
landscaping would be planted that would block the signal to the satellite
dishes. Staff believes that planting the slope around the rwo satcllite
dishes with shrubs will improve the appearance of this side of the
facility; however, we do acknowledge that the dishes will be visible.
Since the dishes will be located under a deck, staff belicves that the
visibility is rclatively low.
I
Staff believes tllat tre rclationship to the surrounding area can be
imp'roved by removing thc plywood that has been installed in the past to
enclose the underside of the deck. Staff would like to sce all of the
plywood removed the items stored in this area remove4 and thc area
immediately in front of the deck revegetatcd and landscaped. We
believe that this would improvc thc appearance of this side of the
Westin to the rcsidential properties to the west of the hotel.
2. The degree to which relief from the shic't snd literal interpretation
snd enforcem€nt of a specified regulation is necesary to achieve
compatibility and uniformity of treatment among sites in the
vicinity or to attain the objectives of this title without grant of
special privilege,
Often, in cases where commercial properties rcquest the installation of
satellite dishes, the applications usually involve two dishes. This is
bccause of technical limitations of the Vail area, according to the
applicant. In a statement the applicant submitted, he has said that "one
(dish) is needed to bring in cable TV channels and the second is needed
because there is no over the air reception netwo'rk channels in Vail.
(NBC, ABC, CBS, and PBS). The second dish is rcquircd to supply
these channels." In order to make the satellite dish system work for the
hotel, a minimum of two dishes are needed. Staff believes that the
literal enforcement of the zoning standard would result in a practical
difficulty for the applicant, as a full range of television reception can
only be provided with two dishes.
3. The effect ofthe requested variance on light and air, distribution of
population, transportation and traflic facilities, public facilities and
utilities, and public safety.
Staff believes that there will be no impact on health, safety, or welfare
with this request.
B. The Planning and Envhonmental Commission shall make the followine
findings bcfore grantinq a variance:
1. That the granting of the variancc will not constitutc a grant of special
privilcge inconsistent with the limitations on other propertics classified
in the sarne disrict.
That the granting of the variance will not be detrimental to the public
health, safety or wclfale, or materially injurious to properties or
improvements in the vicinity.
That the variance is warranted for one or morc of the following reasons:
a. The strict literal interpretation or enforcement of the specified
regulation would result in practical difficulty or unnecessary
physical hardship inconsistent with the objectives of this title.
b. There are exccptions or extraordinary circumstances or
conditions applicable to the same site of the variance that do not
apply gencrally to other properties in the same zone.
c. The strict interpretation or enforcement of the specified
regulation would deprive the applicant of privileges enjoyed by
the owners of other propenies in the same district.
STAFF RECOMMENDATION
Staff recommends approval of the request as we believe it meets the variance criteria,
as discussed above. concerning frndings, staff believes that it complies with B, 1 that
approval of this request is not a grant of special privilege as properries like the
Mariott/Radisson have also been allowed two dishes. Finding B, 2 has been met in
staff's opinion as there will be no impact in public health, safety, or welfare. Staff
believes that finding B, 3(a) is also met as a strict interpretation of the zoning code
would prevent the applicant from providing a full range of television channels to the
guests at the Westin.
Staff recommends approval with the following conditions;
1. That the applicant remove all plywood screening that encloses the underside of
the deck on the west side of the building and remove the miscellaneous irems
stored under the deck at this time;
2, That the applicant rcvegetate the slope around the satellite dishes and deck area
with native gmsses;
2.
3.
IV.
O O ,tf
"ffi
o:'^J*
,st -J 58
-t '(*''
3. That the applicant p*-fit*dscape plan to the DRB which provides a
minimum of 12 shnrbs'to be located around thc satellite dishes and 3 spruces
and 5 aspens to be located along the dcck area in locations that will not block
satellite Eansmission signal to the dishes. This landscaping should be
coordinated with the landscaping proposed for the Cascades.
Please note that, under Section 18.62.080 of the Town of Vail Zoning Code, the approval
shall lapse if construction is not commenced within two years of the date of issuance and
diligently pursued to completion.
{, DFfi
LJ'< -/ tqt
ru,t'^
aJ
lob
D,[,
C\"
u-0
d (D
f v)
€Z:,
tz
6
o
cl
()
t-d o a
lJ-t!
J
C)
F z
L
u-l I
J
3 ,'r - {-,
O
F 6
F g,I
i
-{lo
c!
fl r.,i(!)6z dd#Za*
(9dH zE=ff;
"b6 |uJz3 (9 o.s
o.|4-'
=>*
E
-J z,t!J (D
E
lrJ Fo
Xrr' F-
()
t o
.J t
P ,t \t1 -r)
o z o J
:)m z
I z F
CN
lU
=
xx*2.,
{ "...
TL
lU F
CI'
z z
ltJ F z
UJ F J J
[rJ F
U)z F a ]U
=
I
R
k'a
\
WH
t<-ta
z ro
C)J
tm
o o
l
-z-">
",L'
('i
i
j
I
I
I
I
I
I I
I
I I
t I t
I
1\5
I
MEMORANDI.JM
TO: Planning and Envircnmental Commission
FROM: Community Dcvclopment Departnent
DATE: September 28, L992
SLJBJECT: A request for variances from Section 18.58.320 to allow two satcllite dishes to
be located at thc Westin HotcN300 Wcsthaven DriveVescribed as follows:
That part of 0p SW l/4 NE l/4, Secdon 12, Township 5 Soilb, Range 8l West of the Sixth
Principal Meridia& Town of Vail, E gle Coutrty, Colcado, describ€d as follows:
Beginning at a point on the southerly of the parcel of land shocm on the Condominiur
Map for fte Colorado Mountain Condominiums recorded in Book 387 o Fage 620 in the office of
the Eagle County, Colorado, Clerk and Recorder, whence the most southerly comer of said parcel
bears S 52 50'29" W 14.16 fe€t disenq ftence the following nine courses along the southerly
boundary of said parcel: (l) N 52 50'29" E 49.16 fef,r: (2) N 37 12'45" W 12.34 Fef,l; (3) N 52
4?'15" E 1.00 feeq (4) N 3? 12'45" W 1.30 feet (5) N 52 4?'15" E 42.&feeu (6) N 37 12'45" W
8.70 teel Q) N 52 47'15" E 15.00 feeq (8) S 37 12'45 822.& feeq (9) N 52 50'29" 83528
Feeq thence departing said southerly boundary N 52 50'29" E 56,96 fe€q thence S 37 D'31" E
45.M fer;t thence N 52 50'29" E tE.70 fes: tlrence S 37 09'31" E 9.60 feec drnce N 5250'29" E
80,00 feeq thence S 37 W'31" E 36.40 feeq thence N 52 50'29" E 21.30 feeC thence S 37 09'3l"
E 220.02 feet to Gore CleeB thence the following four counes along Gore Cleek (l) S 49 26'36"
W 76.45 fe€q (2) S 22 31'36" W 1U.47 teet; (3) S 53 37'36" W 119.34 feeq (4) S 65 3l'36" W
14.58 feeq thence depaning Gore Creek N 32 59'30" W 141.47 feeq thenc€ N 57 25'30" W lA.O2
feeq thence N 37 09'31" W 116.45 feet !o the point of begirming, conlaining ll0,2m squfie feet or
2.49 acres, more or less.
Applicant:
Planner:
Westin ResortVri Countv Cable Vision
Andy Knudtsen
L PROJECT DESCRIPTION
The Westin Hotel is proposing to locatc two satellite dishes on the western side of
their facility. These would be located under an existing deck which is cunently
approximately 10-15 feet above grade. The proposal complies with all of the zoning
code sundards for satellite dishes except for item 18.58.320 (D, l). This section of
the codc states that "no morc than one satellite dish antenna shall be allowcd on any
lot as delineated on the official Town of Vail zoning map." The applicant is
requesting a variance from the standard so that they can locatc two dishes on the property.
I
In the past, the Westin Hotel has used plywood to enclose the underside of the deck
for storage puposes. They have painted the plywood to match the color of the
building. They are currently using the area below the deck as storage.
II. ZONING CONSIDERATIONS
Znnng: SDD #4, Cascade Village.
Setbacks: Per SDD Development Plan, with the building location and the resulting
setback being the same distance from the property lins.
The satellite dishes would be setback 45 feet ftom the Westin's westem property line.
III. VARIANCE CRITERIA
Upon review of Criteria and Findings, Section 18.62.060 of the Vail Municipal Code,
the Community Development Department r€commends approval of the requested
variance based on the following facton:
A. Relationship to surroundine area
1. The relationship of the requested variance to other existing or
potential uses and structures in the vicinity.
The properties which have the potential to see these rwo satellite dishes
include Millrace Phase I, Millrace Phase II and the Cascades on Gore
Creck. During the staff review of this proposal, we discussed the issue
of scrcening with the applicant. Originally, the applicant wanted to
replace the existing plywood with a chain link fence with wooden slats
woven into the fence. Staff notifred the applicant that the Design
Review Guidelines do not allow chain link fencing to be used. After
discussing this, the applicant agreed to landscape the area as long as no
landscaping would be planted that would block the signal to the satellite
dishes. Staff believes that planting the slope around the rwo satellite
dishes with shrubs will improve the appearance of this side of the
facility; however, we do acknowledge that the dishes will be visible.
Since the dishes will be located under a deck, staff believes that the
visibility is relatively low.
2.
Staff believes that the rclationship to the surrounding area can be
improved by rcmoving the plywood that has been installed in the past to
enclosc the underside of the deck. Staff would like to see all of the
plywood rcmoved, the itcms stored in this arca rcmovcd and the area
immediately in front of the deck revegenrcd and landscaped- We
believe that this would improve the appearance of this side of thc
Westin to the rcsidcntial properties to the we$ of the hotel.
The degree io which relief from the strict and literal interpretation
snd enforcement of a specified regulation is necessary to achieve
compatibility and uniformity of treatment among sites in the
vicinity or to attain the objectives of this title without grant of
special privilege.
Often, in cases where commercial properties rcquest the installation of
satellite dishes, the applications usually involvc two dishes. This is
becauss of technical limitations of the Vail area, according to the
applicant. In a statemcnt thc applicant submitted, he has said that "one
(dish) is needed to bring in cable TV channels and the second is needed
because there is no over the air reception network channels in Vail.
(NBC, ABC, CBS, and PBS). The second dish is required to supply
these channels." In order to make the satellite dish system work for the
hotel, a minimum of two dishes arc needed. Staff believes that the
literal enforcemeni of the zoning standard would result in a practical
difficulty for the applicant, as a full range of television reception can
only be provided with two dishes.
The effect of the requested variance on light and air, distribution of
population, transportation and traflic facilities, public facilities and
utilities, and public safety.
Staff believes that there will be no impact on health, safegr, or welfare
with this request.
The Plannine and Environmental Commission shall make the followins
findings before $antine a variance:
l. That the granting of the variance will not constitutc a grant of special
privilege inconsistent with the limitations on other propenies classified
in the same district.
3.
B.
I
That the granting of the variance will not be detrimental to the public
health, safcty or welfare, or materially injurious to properties or
improvements in the vicinity.
That the variance is warranted for one or more of the following reasons:
a. The srict literal interpretation or enforcement of the specifred
regulation would rcsult in practical difficulty or unneccssary
physical hardship inconsistent with the objectives of this tide.
b. Therc are exccptions or extraordinary circumstances or
conditions applicable to the same site of the variance that do not
apply generally to other propcrties in the same zone.
c. The strict interprctation or enforcement of the specified
regulation would deprive the applicant of privileges enjoyed by
the owners of other propenies in the same district.
STAFF RECOMMENDATION
Staff recommends approval of the request as we believe it meets the variance criteria,
as discussed above. Concerning findings, staff believes that it complies with B, I that
approval of this request is not a grant of special privilege as properties like the
Mariott/Radisson have also been allowed two dishes. Finding B, 2 has been met in
staff's opinion as there will be no impact in public health, safety, or welfare. Staff
believes that finding B, 3(a) is also met as a strict interpretation of the zoning code
would prevent the applicant from providing a full range of television channels to the
guests at the Westin.
Staff recommends approval with the following condirions:
l. That the applicant remove all plywood screening that encloses the underside of
the deck on the west side of the building and remove the miscellaneous items
stored under the deck at this time;
2. That the applicant revegetate the slope around the satellite dishes and deck area
with native grasses;
2.
3.
rv.
4
I
3. That the applicant provide a landscape plan to the DRB which provides a
minimum of 12 shrubs to be located around the satellite dishes and 3 spruces
and 5 aspens to be located along the deck area in locations that will not block
satellite transmission signal to the dishes. This landscaping should be
coordinated with the landscaping proposed fm the Cascades.
Please notc that, under Section 18.62.080 of the Town of Vail Tnntng Code, the approval
shall lapse if construction is not commenced within two yeanl of the date of issuance and
diligently punued to completion.
t
Q
o (D 3
U)
z.
_F,-a
tz
<9 G-:
)o
F ()4 F
lr-r H :\+*. =--\\ q ffir
LrJ F z
d
v)
(9
3 z-r - | -,
d tL
F \n I
.J ,fE iF
f,O ,.,r_g ()<
Oco:
1A
(9du zY.=-1S*
=,*a l!A>\., o UzJ (9 ox o('";;>*
I
1^{io
UJ F.
PtsS
T
R
k.a
\
!L
P
d
Y
h \5
\
\r a\
I \
'1,
h)
,1,
s s xx*2..
J\.(L
UJ F
U)
z z
UJ
F-z
LtJ F
=J
[rJ F
a z tr
CN
lU
=
CI z o J f m z
I z tr o
UJ
=
i/&2va inV iv
I i ng i<-r#! _+
ih iXo
! l!'..i s I ^A li t"\(J i i t^/A
\ ! "^iA '.i L\^/ )'.r - \,v
ia i<l
I ldt
\ "''- /
iN 'r \.n
"l i
.:
ut\z"
=i Ei tui o-i oi trI tLi
fugll;
f,-H
WH IE _r cL
z lo
C)J rff
=m
CN
{z
CN
{m t-r
{m
z
-{m z z
U,
=m -t
F '2.
I
'.-n r .ft
I t-t | \rt !-E i rit iTt
i-t :-<
it-
i=,
im
-&-*j M
zL-
#ry
TD
r c)o z
€m a
-{z
I
=z
TD g
t-(f z o
\q
a\
\
I
I v
h9n<
1
I
I .'F
J
!'-'-:--.
\$
\
s
\
a\-
fait
\
>
h
>=
(lSD€o P€trB 5 f tr t+6 Elag .' rf 0 {r:o|'OHr FO Orrkr
't :r 9Or.r cr, t o v){'
rt g)gr" €Gtr Or-o .g\n|r,r
tJ z oottt AF EF t!tr\.o F5\
rng 00ca Frl o tsl*o q Al?C FF o90 ..tll
4l\'0r {PPt o 9t
r.fr =d .CF
BF4 F!
'-€t a l'At* - ggglltF !-E FL! rr. f) ,- trt rD l' c rdr-o !r_rTg *oo. r\r S lE p o o o 6cr F..cr ,r, o g g E'-o r,r-;;;Ee o or E FhrF r.lr cb=?? ;o5';;Frr€L.LF . :l s'.r {(ao o ! i }=i. -u[ir io o p ,r. rt - Hooog. *, -i6-E 6 roF r.^ots (rr$ro __.! t{^o' -E Ff, r:r.=r*= r$u Or \O E l: U,r4 r*r .'lii *\j j. r-o s o p tpfr:c:hlr .,'H!t'4fIl*o,** F f 3.6 o 6) + o.ro r\r h, hr - 6=rl._LE,*n.., e s AoO -o -._!{. rr,.-'Fij.,rEorf O rt tl r- r.r 1. Url 5; d :{; a-EE:U-S:HB E t- ; - ;
H --q'i-'-'J{p'8 =_o- ry,Et ff FB g.tsf i trr#arto9q -- rir i r.rr id'- er '' *o o o ig 3 t*.,3 * ='::.. ;;;rr io e "' - F
-? t, rifr'oO mr{.r€:S;o:i " *; i3g Bq O. O Eo,D.
^,g-
- r E\,| tt rto atr'-,,-z &ic+;6F,TE*JAgIi-o *f g t 9r-+ ;r. .-._!1l -- r.rrJ.. Li,- e g 9y?N_ |'to rpq:-6I'|t
=_-_
'E--o
H.+,xlq33 'o::bfl l"'=tlE rrl H'O Cr\e.\./F o rrrrrr? 6r, O -- rJrt ! i ir o g 9r0 - -.H66g -,os.it'6rirreo -s)(a Hoo.fi-F -ru---- ii' o F vro ..\ o rrr'r?o trFi-AEr-.p LE ujts E -r.SSi,...,.9 ?? qlvrF.-i oo "t F -C-'-5,+.n ttO o O 'Nit g1. e '.1e i TrE eruro!f=[*if-..-oP o o -r-F---- i ; E,"U* i?8" H fF;"1 Hs -1r t.h3 rt Er F^ lo -:dd;i Fr rl fir*rrktt\ro o f|o (h. gr -re!PP.onEr:rF olu i, o. !.-:r.r- - - :ii:-^] -.o.T -Xggf . "S**a,.) u'|.tttvll' 3 q,1:'- -6 ur; ro o *, g;f iqH $S**I *98beo h'. ;;i t\, O l!I\, Q rI r E (iO bt;H:-ff#fgt;F{fli:' O lttiiJS r- f,-p 6 o'jpL'c r",,ll.ls^i'$*=F +rI -'f)trso. o _:. -+-o b -rrc_5-
3 ff, S$3 -ttth =to Eif;i'' .-F o .": _-: : -: loe,p*i rq?-" 3.*' R5;izt?Fn'}|\'$,- e !rq a-E; bril"r*G3;g If t . SFt,/|rOOr{. r'"r . 9 q *rE ,r d ob:iF.6- *-f *g f; f B i l+ ftrr l\r. I . o - 1.1it _eIri,HSFl,5-3F - - F
. e lr'r ^'l rtr 6 G ,- e O -rrr.q;+ Fr O Ofi- 9rOOOo;r O-+.i-" fi ' q'q).vOOr,rqg - {n - tt o Frr.. 0; -; s
\t F 9r,tro toE
o5
E s
I
!E o
TITTEL F. rir: rl:
I
.
I
r€visad 9/4/9L I
I.
NPPLIqATION TOR I \TARIANCE
This procedure is required for any project requesting a
variance. The application will not be accepted until all
information is subnitted.
A. NAr,{E oF appr-,rceur lD€fi,rt Dasnf il&i0
lSno Uavtfurrazr Dnte
pHoNE non "1-t67ILl
APPLICANT' S
C. NAD{E OF OWNER(S) (type or print)
2EYlsto
W3
R REPRESENTATIVE
Pecre 5t {',b ADDRESs l'{o fuG'lrh Peccc 5t 9d\gr (Dlo rado 8oe . ,r-.n
PHONE 6lBtoQB
PHONE
LEGAI DESCRIPTION: I,OI
t/l
D.LOCATION OF
BLOCK_
ADDRESS
PROPOSAL:
FlLING
II. A pre-application conference with a planning staff member is
strongly suggested to determine if any additional
infornation is needed. No application will be accepted
unless it is compl-ete (rnust include alI items reguired by
the zoning administrator). It is the applicant's
responsibirity to nake an appointment with Lhe staff to find
out about additional submittal requirements.
FEE $250.00 PAID cKf BY
THE FEE @! BE PAID BEFORE THE COMMUNITY DEVELOPMENT
DEPARTMENT WILL ACCEPT YOUR PROPOSAL.
F. A list of the names of owners of aII property adjacent
to the subject property INCLUDING PROPERTY BEHIND AND
ACROSS STREETS, and their mailing addresses. THE
APPLICANT WILL BE RESPONSIBLE FOR CORRECT MAILING
.f|UL,tar,JDllJ.
III. PTEASE NOTE THAT A COMPLETE APPLICATION WILL STREAI'{LINE THE
APPROVAL PROCESS FOR YOUR PROJECT BY DECREASING THE NUMBER
OF CONDITIONS OF APPROVAL THAT THE PLANNING AND
E}NTIRONMENTAL COMMISSION (PEC) MAY STIPULATE. AI.L
CONDITIONS OF APPROVAL MUST BE COMPL]ED WITH BEFORE A
BUILDING PERMIT IS ISSUED.
FOUR (4) COPIES OF THE FOLLOWING MUST BE SUBMITTED:
A. A WRITTEN STATEMENT OF THE PRECISE NATURE OF TT1E
VARIANCE REQUESTED AND THE REGULATION INVOLVED. THE
STATEMENT MUST ALSO ADDRESS:
1. The relationship of the requested variance Lo
other existing br potential uses and structures in
the vicinity.
sl) Jur- 2',s199?
Application Date
PEC MEETING DATE 9.24,?z
ADDRESS ,N
owNER(s) srcNAruRE(s) Milqfu!fllpt, , , ,(
li' .1.'ADDRESS sd/vhQ d5 4scne
2. Tl:Gg.:e to which rel-ief rrofne strict or
l-i-teaaL interpretation and enforbement of a .
specified regulation is necessary to achieve cornpatlbility and uniformity of treatment among sites in the vicinity or to attain the objectives of this title without grant of special privilege.
3. lhe effect of the variance on light and air,distribution of population, transportation,traffic facilities, utilitiesr and public safety.
4. How your reguest complies with VaiL, s
Comprehensive Plan.
A topographic and/or improvement survey at a scaLe of at least !" = 2Q' stamped by a Colorado licensed
surveyor including locations of all existing j.mprovements, including grades and elevations. Other
elements which must be shown are parking and loading
areas, ingress and egress, landscaped areas and utility
and drainage features.
A site plan at a scale of at least Lt' - 20' showing exi-sting and proposed buildings.
All preliminary building elevations and floor plans
sufficient to indicate the dj-mensions, general
appearance, scale and use of all buildings and spaces existing and proposed on the site.
A preliminary title report to verify ownership and
easements.
If the proposal is located in a muLti-family
development which has a homeowners' association, then wrj-tten approval from the association in support of the project must abe received by a duly authorized agent for said association.
Any additional material necessary for the review of the application as determined by the zoning administrator.
For interior modifications, an improvement survey and site plan may be waived by the zoning administrator.
REQUIREMENTS
The Planning and Environmental Commission meets on the
2nd and 4th Mondays of each month. A compl-ete application form and all accompanying material (as
described above) must be subrnitted a minimum of four (4) weeks prior to the date of the PEC public hearing.
No incomplete applications (as determined by the zoning administrator) wiII be accepted by the planning staff before or after the designated submittal date.
Al1 PEC approved variances shall lapse if const.ruction is not commenced within one year of the date of
approval and diligently pursued Lo completion.
If this application requires a separate review by any local, State or Federal agency other than the Town of Vail, the application fee shal1 be increased by
$200.00. Examples of such review, may include, but are
not. limited to: Colorado Department of Highway Access
Permits, Army Corps of Engineers 404, etc.
The applicant shall be responsible for paying any publishing fees which are in excess of 50t of the application fee. If, at the applicant's requestr dny matter is postponed for hearing, causing the natter to be re-published, then, the entire fee for such re-publication shall be paid by the applicant.
.F
B.
n
E.
F
IV. TIME
A.
B.
A.v.
a
.l
I
appfica0ons deerned by the Communi!/DeveloPment
Department to have significant. design, land use or
other issues which may have a significant impact on the
community may require review by consultants other that
town staff. Should a determination be made by the town
staff that an outside consultant is needed to review
any application, Community Development may hire an
outside consultant, it shall estimate the amount of
noney necessary to pay him or her and this amount shall
be forwarded to the Town by the applicant at the tine
he files his application with the Community DeveloPment
Departnent. Upon compfetion of the review of the
application by the consultant, any of the funds
forwarded by the applicant for payment of the
consultant which have not been paid to the consultant
shall be returned to the applicant. Expenses incurred
by the Town in excess of the amount forwarded by the
applicant shall be paid to the Town by the applicant
within 30 days of notification by the Town.
Uo;l;. ,,; , t-;.:;)
txi s{,'nf enc/ot'o('
f or olt.
Sa,+a t/ i4, ao{* "n
cr
I o "o*cJ u na(<r frdrcki'
i.rti& en./oso14-
7 lo Ff &ih"^1i*s>
atJ<nrtts 1 * a^ itt c.alu'-
IJ a
c)(D
=a
z
o :.-
'{. i.o={
il LO\
Q(ls;{r-\J>o
CI-a q-
I
:V -l i.+:{+v ss \rlJ
rf
(9
UJ o
ll tL f
5fus
1':
)
I F)o
iE
J
N
1f) r.,, o dz O.:Za*
odE zd=
=f:l!F>\--, O
V) z3 (ro^-o(/)"
J z trl J ('
I
o9
tu (rr t-
Q'', r
o (J
(_)
LL oo
.o u)-I
9
F
tL
ly l(,tff
Ea,/out;/
Co,rt rrg,ah/
/,r/rrrfr.h/
Locking PDSj
D EPA RTi\lE.\-T OF COMMUNITY DEVELOPIIENT
SALES ACTION FORM
TOWN OF vAIIt
ZOND{G AI.ID ADDRESS MAPS 0l 00004t540
0l 0000 42415
0t 0000124t5
NATTONAL ELECTR]CAL CODE 0t 000012115
0l cE00 424 r 5
0l 0000 41543
0r 0000 {2412 XEROX COPIES/STUDIES
PENALTY FEES / RE.NSPECTIONS 0r 00c,o 42371
ot ooo0dt332 i pt-L.qnEvlglrRE.cttEcKFEE ls{oPERHR.
OFF HOURS INSPECTON FEES
CONTR.A CTORS UCE\S ES FEES 0l (s00.t1412
SIGN APPUCANON FEE
0t 0000 41330
0r 0000 4t4i3
ADDmONAL SIGNAGE EE lSl,00PER SQ.FT.0l OOCrtJ4l4l3
}TC ART PROJECT DONATION 0l 0cs0 42410
PRE PAJD DESIGN REVIEWBOARD FEE 0t 0000 41331
*
*
*
*
*
*
*
t
*
o t
*ab ffi^z^r"w?.PUBLIC NOTICE
o
;frlp t"7
NOTTCE tS HEBEBY GIVEN that the Planning and Environmental Commission of the Town of
Vailwill hod a public hearing in accordance with Section 18.66.060 of the Municipal Code of
the Town of Vail on September 28,1992, at 2:00 p.m. in the Town of Vail Municipal Building.
Consideration of:
1. A request for variances from Section 18.58.320 to allow two satellite dishes to be
located at the Westin Hotel\l300 Westhaven Drive\described as follows:
Th.d p.rl ol th. SW 1r4 NE l/4. kion 12, Townrhb 5 South. Rsn9. 8l Wbd of th. Sidh P.iEipal MorUiu. Torn d Vdl E.oL Coirtty,
Colo.rdo, d6cc.t d I tolb|i:
E thhi^g d r F)irl on O|. .outhity boond{t d th. p.rc.t ol Lrd .}roiyn oo lh. Cordo.rinium l|||p to. fh. *rdo Uounhii Condo.rlhirnr
r@d.d in Bod( 387 d Prg. 6?0 in rh. ol{io. d tha Ea!l! Courly, CoLr.do' CLrk .nd Rcco.d.r, ri.io tb nEl .q,rlh..lt .o.n t ol ni,
Frc.l b.r'r S 5e 5O2t W 1a.16l.dt dbldr ; thcnc. rh. lolbdng nil. courDd ddt! t|. .ovth.dt b.urd.ty o,.dd p!ol: (ll N 5a 50Af E
4e.16lc.t: (a N 37 l24t W r?31 Feer;(31N 5e a715'E t.OOl€d; (al N 37 1245'W 1.S l..l (5) N 5e,1715' E .a"60 l..li (6) N37l?45'
W 8,?O f.ct; O N 52 47r 5. E 1 5.s leer; (s) S 37 121C E A.lO ld; (9) N 52 502s' E 35.28 F!.1; th.nc. d.p.iin! .sk, ro'rtHy bound.ty N
5C50'29E56.eObot:thcncoS37oe31'E45.34lGallh.no.N5Qla?fE48.70{..i;lhonc.S3709'31'E9.60t..t;thcnc.N5250?fE
U,.00: thcn<. S 37 0e3l'E 36.40loat: rh6r€ N 52 5929'E 21.3a 1.,.1; thc.tc. S 37 ogil'E 22C.@ lc.t lo Gor. Ct€.ti th.no. lh. loloiving
tour.ou'rdebogGor.C'r.*:(lrS{9a6'S'W75.a5r..1;{2)S223136.W124,,07te!:{3).533736'rllg,3al..t;la)S553136.W
t4.58t6ct;thcrEd.p.ningGor.Crrd(N32593CWl,lt.a716t;6.nc.N5725.SW12,a.O2l*tiIh.noN''e3t'Wll6J5l].tlolh.
Firl d b.t!'nnhg, aordrhirE l l0.20O .qqr. l..l d 2.rl9 !cr!a, fir0.. d br|.
Applicant:
Planner:
Applicant:
Planner:
Applicants:
Planner:
A request for a variance from Section
exceed the maximum slope permitted.
1\2369 Chamonix Lane.
A request for a variance from Section 17.28.330 to allow a residential driveway to
exceed the maximum slope permitted. Lot 16, Vail Potato Patch\782 Potato Patch Dr.
A request for a work session for an exterior alteration and setback variance for the Vail
Lionshead Center Building located at Lot 5, Block 1, Vail Lionshead First Filing\520
East Lionshead Ckcle.
2.
3.
4.
5.
A request for a variance from Section 18.58.020 to allow the construction of two
retaining walls located in the front seback which exceed 3 feet, located on Lot 10,
Block B, Vail Ridge\2592 Cortina Lane.
Westin Resort\Tri Gounty Cable Vision
Andy Knudtsen
Andrew Daly
Shelly Mello
Hanns Weimann
Tim Devlin
and The Town of Vail
17.28.330 to allow a residentialdriveway to
Lot 14, Block A, Vail das Schone Filing No.
Applicants:
Planner:
Applicant:
Planner:
Paul M. Sands
Mike Mollica
Oscar Tang
Andy Knudtsen
o.
7.
A request for a work session on the proposed 1992\1993 Environmental Work
Program.
Staff: Flussell Forrest and Susan Scanlan
A request lor a major amendment to SDD #4, Cascade Village, to amend the
development plan lor the Waterlord and Cornerstone parcels in area A, described as
follows:
That part ot f|e SW 1/4 NE 1/4, Section 12, Township 5 South, Range 81 West of lh€ Sixh Principal
Meridian, Town ol Vail, Eagle County, Colorado, described as follow6:
B€ginning at a point on fie souherly rightof-way lin€ of Interstale Highway No. 70 whence an iron pin wih a
plastic cap ma*ing fre center ol said Section l2 bears S 33010'19'W 1447.03 t€et; thsnc€ along said
souhly rightof-way line two cDurses
1) N 52'50'29'E 229.65 feet
2) N 74'38'17'E 160.70 feet;
thance departing said southerly right-olway line N 88'45'57' E 138.93 feel; lhence S lo'45'14' W 94.32 te€t;
rhence S 18' 18'35'W 54.08 feet; thenc€ S 01'21'36'W 205.02 teel; lhence S 12'0736'W 110.25 fest:
thence S 28'28'36'W 154.48 teet; thencs N 40 ol7o4'W 211.16 l€eti fieno€ N 49'4?56'E 97.90 lo€t;
thence N 3fo9'31' W 95.59 feet; henoe S 52'50'29' W 55.10 leeq bencs 69.48 feet along the arc of a non-
tangent cu e to f|s l€h having a radius of 65.00 feet, a cantral angle ol 6l'14'42'and a chord that b€ars N
58. 55'53' W 66.22 feet; lhence N 37"09'31' W I 18.50 teet To The True Pcfnt ot B€ginning, County of Eagle,
State of Colorado; and ihe Comerslone parcel described as follows:
Euilding C Site
That part ol he SW lll NE 1/4, Section 12, Township 5 South, Bange 81 West of th€ Sxh Pdncipal
Meridian, Town of Vail, County ol Eagle, Stale ol Colorado, described as follows:
Eeginning ai a point on th€ easterly line of a non-exclusive easement for ingress and egress knorn as
Weshaven Dn've recorded in Book 421 al Page 65.| in hE office ol he Eagle County, Colorado, Clerk and
Record€r whence th6 contsr of said Soc6,on 12 bears S 38"34'43'W 1,168.27 te€t: hence along said lins of
Weshaven Drive N 52'43'41'E 143.92 teel; henc€ departing said ling of W€sthaven Drive, 132.24 teet along
the arc of a non-langent curve to the left having a radus of 55.00 foel, a cental angle of 137"45'30' and a
chord hat bears N 42'11'rt6'E 102.61 teeti lhenca N 52'50'29'E 55.24 le€ti th€nc€ S 3709'31'E 95.59 leet
thence S 49.42'55'W 97.80 feet; henc€ S 40'17'04'E ?4.12 faeli thence S 52'5O'29'W 213.66 t€et: hence N
3f09'31'W 105.76 f€€t to fle point of beginning containing 0.6848 acr6 morE or less.
8.
Applicant:
Planner:
A request for for an
VailZoning Code.
Applicant:
Planner:
MECM Enlerprises represented by Eustaquio Cortina and
Commercial Federal Savings.
Shelly Mello
amendment to Chapter 18.57 Employee Housing for the Town of
Town of Vail
Andy Knudtsen
Town of Vail
Community DeveloPment
Published in the Vail Trail
Department
on September 1 1, 1992
East West Partners
Attn: Mark Smith
P.O. Drawer 277O
Avon, CO 81620
Colorado Mountain College
Attn: l<ay Saulsberry
1310 Westhaven Drive
Vail, CO 81657
Mansfield Condos. c/o
Commercial Federal Savings
Attn: Ann
2 Steele Street, #201
Denver, CO 80206
Seafirst Bank
Attn: Doug Cogswell
1300 Westhaven Drive
Vail, CO 81657
Millrace Homeowner's Assoc.
c/o Kevin MacTavish
'1476 South Frontage Road
Vail, CO 81658
James White
631 Voltz
Northbrook, lL 60062
Gene & Teni Yerant
12 Glenmeadow Ct.
Daffas, TX 75225
Stanley S. Beard
2121 N Frontage Rd., #210
Vail, CO 81657
CanolSchmidt
55 Mead Lane
Englewood, CO 80010
Halseth and Knox
310 Baker Street
Benicia, CA 94510
M.A. & Elinor Bramante
857 Huron Road
Franklin Lakes, NJ 07417
Andres A. Sorinao lll
c/o J. Talbot
P.O. Box 706
Avon, CO 81620
Gary and Gail Ray
8101-14 E Dartmouth
Denver, CO 80231
Alejandro Gumming
c/o Kevin MacTavish
1476 Westhaven Dr
Vail, CO 81657
Patrick Broe/Carol Robinson
c/o The Broe Companies
252 Clayton St,4th Floor
Denver, CO 80206
Dr. Aaron & Roberta Lifchez
29 Regent Wood Road
Northfield, lL 60093
Monica Rovner
c/o Nancy Butler
2227 20th St NW, #504
Washington, D.C. 20009
4907 Properties, Inc.
Alan Werner
1201 Elm Street, #3700
Dallas, TX 75270
Susan Powers
4230 Park Newport, 1t211
Newport Beach, CA 92660
Tom Cintorino
John LaPorto
51 Walden Pond Drive
Nashua, NH 03060
Juan Kaye
calle del Atluente N. 48
fracc. parques del Ped
RegalTjalpan DF 14010 MEXICO
dq ^ptY""
^(r'wffi frA1\-6,
SEP 11 '9? 11:3EHM HRVELg{GTH INC.
.U
Caasede:test ncgt Partncrg Itta. llerk Smtth P. O. DrNer 2770
Avor CO e16e0
8r5-9200
Colorado l{ountrin collrEc tttu, Kat Seulrbcrry
1910 Hectbavcn DrlYe Yril eo 81557
tlrnrf leld Condomin{rn Sltc;Cmreial tcdrrrl Ittn. lnn
2 8tGalc Strcet 1201
D.nY.r CO 80206
Plara BuildtnE: IIOIE; onnershlp tcrfirgt Ertrh Ittn. Doug CoEsrell
1300 Hesthtvc$ DEive Vall Co S165?
ir tbr rrm tt tL. r9Pltcrnt.
P,?o ,
(.----\ a ln'^).,' At tr{U P /l/1fl',ta.tx- / \ -0ot"'"-C'orc
0/^Y'
ufu*z-tfulMw'-U
fu
./.
r/ lt / a--l'l Xllrt\ /I'n l) t/ ul v I
SEP 11 '9E 11:33R].1 I^IFVELENGTH INC,o
gLEf,LIOf, 3UEDIVISIOT
{5 A:
ilemcr $. tfhitc
631 YoItr
ilorthbtooh lt 50062
tE lr
Gatr€ S. 6 TEEri L. Icrent
12 Olrnmrdow Ct.Dellra IX 75e25
{6 A!ttarlrl 8. Baard 2I2l !t. Frontage Rd. felo Vail Co 81657
16 B:Cerrol 8. ltahnldt
55 t|Gnd LtDe hgl.r{ood CO 80010
17 lforth:grlrcth E finoi
310 Baker Btreet Ecnicir Cf 9{510
17 louth;ll. l'. i Ellnor Bramenta
857 liuron RoNd Frrrhllr Lit;r w 0?ll?
f8:
Lndreg l. Eorilao lll
C?O J. lalbot P. O. ?06
lvon CO 81520
P.3
f
sEP 11 '9U 11:33HI,I I{FVELENGTH INE.'/4;tl {l-"? l+ L P.4
lE GarY & Gail RaY
8101-14 East Dartllouth
Denver, co 80231
303 75s-5514
lF Alejandro cuffiring
c,/o-Kevin tlactavlsh trave *384
1475 westhavtn Dro Jarclneg d61 Hqregal
vall, Colorado sL657 01900 Mel.lso D'F'
303 4?6-6106 905 ?60-1089
lG Patrtclc Broe
e7o The Broe Companies
352 cIEYton street
4Ch Flcar
Denvlrf CO 80206
303 393-0033 (eontact Carol Robinson)
fax 303-393-004L
lH Dr. Aaron s' and Roberga Lifclrae
?9 Regent wood Road rloruhit*d, rL 60093 709 998-8?33 312-296-7oeo
2A . Monica Rovner
c,/o Nancy Butl6t
2227 20th St. NtJ #504
I.lashington, 0C 20009
2A2 332-9892
2b 4907 Properties. Inc.
AIan Werner
1201. EIn Strcct f3700
lll' 3 i i -T1,1" lh * e /0 -,e,s?
2C gusan Powetrs
42?0 Park Neport APt' 21I
Ne$rport Beach, CA 92660
2D Ton clntorino
,tH -610-5r?n
John LaPorEo
Johh's addreEs: John H 603-892'9208
5l Hald€h Pond Drive
Nashua, New Haupshlre 03060
313 464-3337 }! +
2E Juan L. Kay€calle del Afluente N. 48 ffaoc. pargu€s del
Pcd Regal FjalFan DF 14010 lilrxlco
o 011-5F-Fnr-Er€8 r orr-ia-jl's+*++'51jf - a!&6
SZs-5/5 &&& or €il-gr?f
.&a #.
9/P'd dotii lgU-nIA AftfficJ tlU6EI6@ e6, ii d35
sEP 11 '98 11:3EHM HAVELENGTH INC.P.1 F
-Tr!:CountY ' a.to 6. FG.or st!..r
--------+-
-crlvct CO 6032S
-.-.-Et
- Fl. 13,-itr 698-9!93
E;;7;;EE;'---- F.- tsosr 8s8-'r.!
o^.," -%Ll- ?2. r,*" /l )S o F ou I pu
I{OTE: tl n dd nol rBcaire att ol lhc prger ol you hlve a qu.sllon, pleisF cqll lhe vrrlttlng numbff (bbf,)'
NUUEER OF PAGES
(hcluding Cover Lenert;
TO:
FIX ftansmissitr,
Dcar Andy,
flera arc the owaera namea and addreccer thrt you nccd for thr tfcrtin rrtrllitc progorel . Lrt n knotr i! you nrrd turthcr informetion. gorsr I got tou thic informrtlol rt thr lret ninutr.
Prcsldcnt
o
T{ESTIN SATEIJLIIE ATITENNA PROPOSAL
Review of Section 18.58.320 aa it pertains to this actual
appl Lcetion.
Paragraph C: The tollowiug are encloeed with this appllcation:
I. Conplcted dcslgn review board epDlication form.
2. Site plan showing propoeed locatlon of the satellite antennas.
3. Thc antcnnas will be a parabolic dish constructed of fiberglass
and held in place by a metal support structure (mount).
4. The color of ths antennas shall be tan in color unless othcrwise specified.
5. l{o landrcaplng ls anticipated.
6 . tlot appl icabl e .
? . llot appl lcabl q.
Paragraph C: Requircrnents, Variances where noted.
1. VARIINCE Two satellitc antennas are needed to bring ceble TV service to the glestln. One is needcd to bring in cable TV channcls and the second lc ncsdcd because their are no over the air receptLon of network channels in Vail. (l{BC, CBS, ABC and PBS). Thc
sccond dish is reguircd to supply thcse channels.
2. Not applicable.
3. Thc maximum height of the proposcd antennas will uot exceed l0'.
4. The antennag will be no morc than l2r. They are to serve the lfestin llotel which is a multi-family dwelling.
5. Their will be no logos or advertising on the antennas.
5. The antennas will be within the building line under the balcony and algo approxl.matcly 45' from the property line excecding a setback of 20'.
7. A building permit will be obtained before the antennag rre lnsta I 1ed.
8. The adjaeent property ownera are listed in the application and will be nottfied because of the numbcr variance.
9. The proposed antenna site is not in the Conunercial Cores I or II.
o Tri-County ,
-
cdDlevlston
September l, L992
Andy l(nudtsen
Town Planner
Town of Vail
75 South Frontage Road Vail Co 81657
RE: lfcstin Satclltts lntcnne Var{encc
Dear Andy,
In response to your letter of August 26, L992 I have enclosed the items you need for the proposal. The legal descriptlon ig very long but it is for the Wegtln main building only and not for the
confcrence center or Colorado t{ountain College. The site plan ic encloscd and shows precisely where the antennas are to be installcd. I havs also marked on a copy of the photogrephs rhcre the antcnnas are to go. (Under the last two openlngs to the tforth)If you nced additional photographg I will be gtad to supply them.f have drafted a letter covering Section 18.58.320, not only the 9 requiremcnts of paragraph D, but alEo the ? regulrementr in paragraph C. Please let me know if you need any information or if you would like to mcet ma at the site.
,,frii,. t" tl lggg
Denver, CO 80223 . Ph. (3Og) 698-9283
Prcsident
24O S. Pecos Street '* Fax (3Og) 698-9285
a )
Ff L t c0Py
75 Soutb Frontage Roail
Vail, Colorado 81657
3 03 -47 9-2r 3 I / 47 9-21 3 9
August 26, 1992
Town Planner
Enclosure
cc: Doug Cogswell
^^fu#^
/-rh\
D epartrnent of C ommunity D ea elopment
Mr. Lynn A. Johnson
Tri-County Cablevision
240 S. Pecos Street
Denver, CO 80223
RE: Westln Satellite Dish Varlance
Dear Lynn:
As we discussed on the telephone loday, I will move the Westin Satellite Dish Variance
Request to the September 28, 1992 Planning and Environmental Commission agenda. Thank
you for your llexibility on this issue. In the meantime, could you please provide some
addifionaf application information by September7,1992. These items include:
1. A legal Description
2. A site plan showing setbacks,
3. Additional photographs of the hotel showing where the dishes will be placed,
4. A letter discussing ol the zoning standards for satellite dishes specilically
identifying needed variances. Please address Section 18.58.320 (D) 1 through
9 on the attached pages 474-1, and 474-2.
ff you have any questions about these requirements, please call me at 479-2138. Thank you
for your cooperation.
Sincerely,
( r:-ac.,.&
Ulrat, r.
O O (.'r
--l o
@
a-
--E
TL o tt o
3 o 5
o
c!o
3 I
t
(D
!L o tt
3 o t
o
m I t-t-lm t=P t!Y lm:lL, o
l -r1 0 lT<ITP l=m ts -r |-: m l-i r
t
o !
o
6 a
z o m
.r|
ro
m
-.t
nnrF
=FF
1P2
=oo YP r
Lt!qlt
{rll a H
P
z
E
-n 1l
z=
Q@ >t
6u'z
.lJ
rrt n
={
Hl zo
z2
O ,.'\
:i n
az
-aY rri -l m
-l rm \rr :0
\o:\.o -l No
m x
m a
z (-
a
-{m
z
t.
z a
o o z (t,
-{n
o {o z
o
?
qn
8=ZA
Pf 6z --r x Y>
o
9p -.t c
8E
i6
otr z,;
B{iO o>
2a -tm nz >m
-{>or u
'f
=m
1
€z m
(-
z
=T
€
IE
Fl H z
F Fl
F r{H Fl
F z €trl z z
(n
m rrl (nc)c)>'l-
r
--.t
t-x
l
=z o
c)
ts
-r
m r
F
I
F
ld
t;t<t>
lr-
l*
IF,
lz
-n
H
z H
rr
m r-
F
l.'
t r-
I
a\s*
\
C^
)
I
t-l
E z
'n
r-
m
z
n
3
l-.1 lo t{
lz lo
II l>-
m
le,z
n
3
-J o €z
-n
r-
m
z
'n
3
l-l to
l€
lz o
ll t>l-T
m
le lz 9
.ll a I
I
=r
p
m
.Tt ogE
=EE <h lE > lx lf4 H Ii IV2 rtm tH l(, lFl rhE tl I F" lrd I tJ) lr4 I oi(/r
tt'd | € lFl ! lltl r l(/)l . lFll +'ltEl slFl \ol<,I i|ql '-Jlzl Ft I F|t I
sFt:q igii.g
E oq, &!,ei:s3
:=:83
l*J*s'
Hi ap. -
E5
=.3
{
'"4 3 3f oO^,qrX
P+aF=36P.*6'iae[S
=-!oIE q il.g; s-
9 "iaI.3 33 e 3'i 1(/)3==
fi EE4E 5i=gP
ei gQ I
3 FgF=0) =_ an -.E6:3Ei
B3BEJ FeigF
+SUta=
Iil3qg 9u9R=
: o ---
I
llc)ti
flrtl D lz l
uci r€
tl IH to [..
>@ z^
-l>
mC
:lm
zO m _rl
Po
€z m
f,l
z
I
_n
o
I
v,m t-'n
_l
z
r-
!
m
-{(t
z m m
m
iz
t=
t;lr-
m
!
z
@
I z
-t
c --l
X N X X
2
c i l:
1z
I
I
| --r
lri
-l
I
1-r
6
fr
t_ll t>
IF
l-
i
IO T€og Ii_
-a n-'z
i
z>e8 rci 2<+<
>o o>m --l tlt 6 1 c z
r1 tt i'
I
I
z m {
-{m
z
?(
P(t<
=z
_o
i)
I
.It
m
c
_n
c
=z
€
lt)
F]
F z
trl tt)
H
H c.
ON m^fi a;! ]-l r;F bo n).n B OU o'<z voo Io I E
^Z c !zt2 ooo -nzz
=
x
z
{
-
N
F.l
F
F.{I
x E E
z I Ti z a
I
,)
'f-
i )
l.J
-lcB trt >z r,tl!'':z
'sl Fo -l29">l oD zl tatc Zl=Hl >h zl2=tlo6
crl anz
PIE9
EIFO r/ll ti r (nl Hl Hl Fll ot |nl
Il=l zlcnl
HITI c)I FOI
HI EI Ht r{l ol Frl ztc)l t>l ,dl Hl r{t Hl ot ol . I Z,\
:le F z ttt o 6)14
=otx X
=tz Y
.*,E a ;,8 F 4 | frl dtz "l
I lo{
lH
l\o ieo
9l- ir :\o '"'l\o i IN
c)
FEJ
tr.
ts z z
k
3 v
\o \o
N)
-l
--i
r
m
-r .TI
m m
U>
a
m
I
c)t-m
z
c
m
I
m
z
m
m 2
m
tn
=
z.'tl m m
=m
-
z o 2
fn |-m o --{
o
l-
z
-m
x
{D
:c t-
2 c|
!m ,
f
!m n
='Tl
m m a
VALUATION
!m D
=z o
3 m o
2 o
f-
=z
m
m
l-
E
z
N)
rc
ti
tJ d
(
^
.t
._.j
J-G vs:
-
{o
@
m ls mY 0i c3 a3 YO
=-6s
Ill=ez 33
o.<!A 63 E?FE 76 Fi3 o .n
!m
3 {
!F'
m dr l-r
q E'li E= IY
P" lE l=li !t
3P cc z=q(D z=6o z
C)
9p {c 3=o=
ie
o o 4o -l -a :c?
9t
o
z
=m
l
=z a n tl $E
E
F
lF It
lF tz
t
I
I
l€
13
E f
I
I I
I
F
F E
ih\
s{AF
=Z 1A
J>f
-{;x z
'YI a,
m
o
i
o z
.-
z m rn
fit
l<.'
giEEg
-:*:E3
*;: *e
= (,/' (o:=r
EFiF;
'"9 iei Oo-orX
[,3g g;
SagEg
a'E iE I ;{a !.3
35 e 3'1
X[gaE
i; i's.9 I
1i+i3
E HTH;;4''9"
siSE 3
F9;E J F8i8i
=*U a5
s;eq+
og Eli'3('--B
a F
rq
z
€
H Ft
f-
z
l'.r :-o -.!8!€l;>n ZCt qo -z ou,
90=< Eb
6o-zz
Nct=
Prn=
Or=-
't<
C',tl
tn :o
-
m It <)
='=
ia o
€
7
m
-{o {
,-
m
=I 'll
m o
()o z
CN {F c o
=o z
'g
m 7
=-{
q6 mil
NI 11 0 l-si
Ke f$,=
oEf r"r _{;o
.' co !lm ,x
.It
:-,r'; {
75 3oulh tronlage road
v.il, colorado 81657
{303) 479-2138 ot 479-2\39 oltlce ol communlty devolopment
BUILDING PERI{IT ISSUANCE TIME FRAME
If this peryit. flQuj,rel a Town of Vai'l Fire Departnent Approval,
Engineep^s-.[PyUt iq tJorks) reyiew and approval,' a planning' Oepariment review'or Health Department-review, ani'a revfew by the 6uitbing Department, the estinated time for a total review iray take as r6ng as three weeRs.
All commercial (large or small) and a'll multi-famity permits will
have tq follow the above mentioned maximum requiremlnts. Residential and.small projects should take a lesser amount of time. However, if
lesi.dential or smaller projects impact the various above mentioned
departments. wi.th regard to necessary review, these projects may also take the three week period.
Every attempt w,['l be made by this department to expedite this permi.! as. s,qon as possible.
I, the undersigned, understand the plan check procedure and time
T! ame.
&' "1,'n !o-' | 0,i/r,
P!"oject Name
Communi ty Devel opment Department.
I
75 soulh tronlage road
vail. colorado 81657
(303) 479-21.38 or 479-2t39
TO:
FROM:
DATE:
SU&fECT:
acknowl ged
__Ld - 7- 7z-
ofllce of communltY developmenl
ALL CONTRACTORS CURRENTLYL REGISTSRED WIIII TITE
TOWN OF VATL
TOWN OF VAIL PUBLIC WORKS/COMMTINITY DEVELOPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn sunmary, ordinance No. 6 states that it is unlawful for anv person to litter, track or deposit any soil, rock, sand, debris or material, including trash lurnpster!, poriable ioileti and workrnen vehicles upon any street, sidewalk, alley or public
_p-f1ge or any portion theieof. The right-oi-way 6n atl fov,rn of Vail streets and roads is approxirnately 5 ft. iff pavenent.This ordinance will be strility enforcEd by the To*n of Vail PYPIi-c works Department. pers6ns found vi6tating this ordinance vill be given a 24 hour vritten notice to remove-said rnaterial .In the event the person so notified does not eomply with the notice within the 24 hour time specified, the puLfic Works Department wirl remove said mateiial at the expense of person notified. The provisions of this ordinance sniff not bi applicable to construction, naintenance or repair projects of any street or alley or any utilities in the right-a-way.
To review ordinance No. 6 in fu1l, please stop by the Town of Vail Building Department to obtain i copy. fLank you for your cooperation on this matter.
Date
TO:
FROM:
DATE:
SUBJECT:
MEMORANDIJM
Planning and Environmental Commission
Community Development Department
September 28, 1992
A request for variances from Section 18.58.320 to allow two satellite dishes to
be located at the Westin HoteN1300 Westlaven DriveVescribed as follows:
Thar part of the SW 1/4 NE l/4, Section 12, Township 5 Soutb, Range 8l West of the Sixth
Principal Meridian" Town of Vail, Eagte County, Colorado, descdbed as follows:
Beginning at a point otr the southerly boundary of the parcel of land shown on the condominium
U[ for lre Co-torado Mounuin Condominiums recorded in Book 387 at Page 620 in the office of
ore Eagle county, colorado, clerk and Recorder, whence the most southerly mmer of said parcel
bears S 52 50'29" W 14.16 fect disunq tlence the following nine courses along the southerly
boundary of said parcel: (1) N 52 50'29" E 49.16 f@t: (2) N 37 12'45" W 12.34 FeeU (3) N 52
47'15" i t.00 feec, (4) N 37 12'45" w 1.30 feet (5) N 52 4?'15" E 42'ffifeec (6) N 3? 12'45" w
8.?0 feeq (?) N 52 47'15" E 15.00 feeq (8) S 37 L2'45" E22'4A fer;c (9) N 52 50'29" E 35'28
-Feeq rhence depafting said sourherly boundary N 52 50'29" E 56.96 feE\ thence s 37 09'.31" E
45.34 feerthence N 52 5O'2g" E +ti.70 teer; thence S 3? 09'31" E 9.60 feeq thence N 52 50'29" E
80.00 feeq thenc€ s 37 09'31" E 36'40 feeq thence N 52 50'29" E 2l'30 feec thence S 37 (]9'31"
E 220.02 feet to Gore Cleeh thenc€ the following four courses along Core Creek (1) S 49 26'36"
W 76.45 feeq (2) S 22 91'36" W rU.47 feet; (3) S 53 37'36" W ll9'34 feeq (a) S 65 3l'36" W
1458 feeq thence depaning GoIe Creek N 32 59'30" W 141'47 feeq thence N 57 25'30" W 7Vl'Oz
feeq thence N 37 09;31'W 116.45 feet to tbe point of begiruring, containing 110,200 square feet or
2,49 acres, more or less.
Applicant:
Planner:
Westin ResortVri County Cable Vision
Andv Knudtsen
I.
The Westin Hotel is proposing to locate two satellite dishes on the western side of
their facility. These would be located under an exisring deck which is currently
approximately 10-15 feer above gade. The proposal complies with all of the zoning
code standards for satellite dishei except for item 18.58.320 (p, 1). This secdon of
ihe code states that "no more than one sateliite dish antenna shall be allowed on any
Iot as delineated on the official Town of Vail zoning map." The applicant is
requesting a variance from the standard so that they can locate two dishes on the propcrty'
In the past, the Westin Hotel has used plywood to enclose the underside of the deck
for storage purposes. They have painted the plywood to match the color of the
building. They are curently using the area below the deck as storage.
tr. ZONING CONSIDERATIONS
Tnning: SDD #4, Cascade Village.
Setbacks: Per SDD Development Plan, with the building location and the resulting
setback being the same distance from the propeffy line.
The satellite dishes would be setback 45 feet from the Westin's western propeny line.
ru. Y.ARIANCE CRITERIA
Upon review of Criteria and Findings, Section 18.62.060 of the Vail Municipal Code,
the Community Development Deparunent recommends approval of the requested
variance based on the followine factors:
A. Relationship to surrounding area
1. The relationship of the requested variance to other existing or
potential uses and structures in the vicinity.
The properties which have the potential to see these two satellite dishes
include Millrace Phase I, Millrace Phase II and the Cascades on Gore
Creek. During the staff review of this proposal, we discussed the issue
of screening with the applicant. Originally, the applicant wanted ro
replace the existing plywood with a chain link fence with wooden slats
woven into the fence. Staff norified the applicant r}at the Design
Review Guidelines do not allow chain link fencing to be used. After
discussing this, the applicant agreed to landscape the area as long as no
Iandscaping would be planted that would block the signal to the satellite
dishes. Staff believes that planting the slope around the rwo satellite
dishes with shrubs will improve the appearance of this side of the
facility; however, we do acknowledge that the dishes will be visible.
Since the dishes will be located under a deck, staff believes that the
visibiliry is relatively low.
f"l \"I
v
J
e
a
14 \:
\\r -t\
I N ,I,\v
\, \r-,J /n
cx/\" v-'
(l,
Ji \,s fi x'*
i:
'. I i:..:
'ii
z.
{''..L
tu F
U)
z z
tU t-z
tU F
=J
LlJ F
a z tr a
LU 3
o z.o J
3 m z
=I z tr
CN ul
=
_r ,2 .4.alz
L /atR'!-l ll | -v//l\\ .lt lttt
-ru *E
I
WH rk -JA
z to O J
tm
v)
o
co
=a
z.
-*-Pv
\?\Y-'
t\".. \
f--"Y*c
trJ a
U)(!
t!f (J
a,-*\\ffi
J
(J
F z
o-
LtJ
__)
l tO
'q \>
N
fO l]J(,c;z ,-i;J
Za*J trJ (,!iP
Lt='.i s *
lIk>L,/ O
U) za .r\ O -aa"F>*
-J z.t!J (9
I
O'P
E
t!cco
- C"'n_-J
rN WTTNESS WHEREOF,
and seal thls /arl day of
-f
I tui V'ii--,ft
i t,t .v
".Jt
'
the party of the first part has set its hand Oclal,zn , 1988.
,l
BILL OF SALE
KNOW ALL t'[EN BY THESE PRESENTS, that ANDREW D. NORRIS III,of the County of EagLe and the State of Colorado of the first part,for and in conslderation of the sum of four Thousand FLve Hundred- and No/100 Dollars ($4,500.00), and other good and sufflcient consideration to it ln hand paid at or before the ensealJ.ng or delivery. of these presents by the TOWN OF VAIL, a t'tuniilpal Corporation of the County of Eagle and State of Colorado, of the
second part, the receipt and adequacy whereof ls hereby acknouledged,have bargained and sold, and by theie presents does giant and convey to the sal.d party of the second partl the EuqceEsors and assigns, th-following property, goods and chattele, to-wit:
The Streeter Memorial located at Cascade ViIIage, Town of Vail,County of Eagle, State of Colorado.
TO HAVE AND TO HOLD the sane unto the said party of the second part, its successors and assigns, forever. And the said party of the first part, _for its successori or assigns, covenants ana lgrees to and vith the said party of the Eecond part, its EuccesEorE and assigns, to warrant and defend the Eale of said property, goods and chattels,hereby rnade unto the said party of the Eecond part, ite euccessors and assigns agal.nst aII and every person whomsoevel.
STATE
COUNTY
or corpRADo )) ss.
oF EAGLE )
subscribed and sworn to before me this &d a^y ot Ufl%l . ,1988 by Andre'* D. Norris III.
Witness my hand and official seal .
l{y commission expires on://;Q6./D
.tl
r ,'t ?t' ,l*b
fu,f ftk*
Project Application
r/i s ls(
Proiect Name:
Project Description:
Contact Person and Phone
Owner, Address and Phone:
,l\li
Architecl. Address and Phone:
Legal Description: Lot Block Filing Zone
-
Comments:
Design Review Board
Motion by:
Seconded by:
APPROVAT DISAPPROVAL
Statf Approval
?EIE-VAIION
ROMA ,rrahilt. UllreF. drq .4b tu 9, . h tu4Cr %tq c (qr1)V5.191o
We$txl ?Llr3/' t,uhlL, co,
aJATDFAIL t.{,ADr43rA
UC'= ibtl
oRotP t€li [ ilo.
Jo6 lrcr.@lo,&nAtE 6'b'tb
Rev?eD 6-t).b
,44',q, ?
A"Olhil a '-nq,o
-*cu|lD
ROMA /nfhn. Urf-Dbl|t. d-|,l
ti,o h,ft 9. . Jt Fi:b,Cl9ltog . ktiltlttlo
.:
r
FEuseD 6'll'as PLA N hlta lt-o$ON ll,?c'lt-or
o
etal,
Drl
PLAN '%etE
V+x zlt dl
ROMA /rid&rrt. &f- Drtr.llrfl
tlto Sfr? St. . hF*JntCA9'',ag . Q, nHJY
WEorlN nAzA E v tL, @.
N,WEsr ;yqefr { FA|L
ONOLP DETAIL IIO.
Jog r€.
balo,&'Fjtvr.
,4€4 // ,4b */
7ltrra
TERRACE SITE
tlrst part of che Slf L/4 NE 1i4, Sectltio 12, tonrehlp 5 Sourh, Range El i.lesr of the Slxrh Ptlnclpal Herldlan, Tonu of Va11,. Coloiado, descrlbed as folloss:
Beglnning at a polnt wheoce an lron pin rtth'plaatlc cap marklng rhe cencer of sald secrloo 12 besrs s4B"22'37"'rI 1095.59 feet; thence N37.ot'31',w 16.7g feec; thence tf5?"50'29"E 15.00 feec; thence lt37oo9'31"w g0.00 feecl chence
N52'50t29"8 238.66 feer; rhence s40"17r04"8 1g7.05 feet; thence s26"zg'3o"ht
208.48 feecl chence s05o26r5tr!E.104.50 feet; rhence s49o26'?36"!i 19.05 feec;
thence N37"09'31"9 266.02 feet Eo rhe polnr of beglnnlng, concalnlng 1.510 acte!, nore or lesE.
AND
Thac portlon of the SW1/4 NEU4 of Sectlon 12, Tomship 5 Souch, Range 81
Wesc of the Slxtb Prlnclpal .r{erdlac, Torsu of Vai1, Eagle Councy, Colorado,
described as follovs;
Beginning at a poiot whence an iron pio w'ith plasclc caD Earkrng the canEEr of Seccion 12 bears S48"22'37"'J 1095.58 feet; Eheace S37'09'31"E 46.00 feec;
thence S52'50'29rrH 21.30 feec; thence N37o09'31"',I 46.00 ieec; rhence N52o
50?29"E 21.30 feet to Ehe poiac oi begianing coocaining 980 seuare feec,
more or less.
A kJrc"7
\-/
.4*i 4 ,+6,af
Pbzx z //an<.
/ "'Project Application /fy" 6r/.'u"'r--
2//7/88
Project
Project Description:
-Contact Person and Phone
do\ \\\lr,q-Owner. Address and Phone:5-r\-xs
Architect. Address and Phone:
Legal Description: Lot
Design Review Board
Motion by:
Seconded by:
DISAPPROVAL
,1 -t
,ili
E statt Approval
a"
NAME OF PROJECT:
LEGAL DESCRIPTION:
STREET ADDRESS:
OESCRIPTION OF
The following information is required for submittal by the applicant to the Design Review
Board before a final approva'l can be fiven:
A. BUILDING MATERIALS: TYPE OF MATER1AL COLOR
Roof
Si di ng
0ther l,.lall Materials
Fasci a
Soffi ts
Wi ndows
t,lindow Trim
Doors
Door Trim
Hand or Oeck Rails
Fl ues
Fl ashi ngs
Chimneys
Trash Enclosures
Greenhouses
0ther
B. LANDSCAPING:Name of Des'igner:
Phone:
PLANT MATERIALS:
PROPOSED TREES
Botanical Name Comnon Name Quani ty Si ze*
EXISTING TREES TO
BE REMOVED
*Indicate caliper for deciducious trees.for conifers.
(over)
LIST OF MATERIALS
Indicate height
o
-a
" PLANT MATERIALS: Botanicai Name Common Namq Quanity Size
(con't)
SHRUBS
EXISTING SHRUBS
TO BE REMOVEO
Type Square Footage
GROUNO COVERS
s0D
SEED
TYPE OF
IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
C. 0THER LANDSCAPE FEATURES (retaining walls, fences, swimming pools, etc.) Please specify.
rttr" f\
firl.-l
75 south lronlage road
vail, colorado 81657
(303) 476-7000
January 12 , 1-988
To Whom It May eoncern:
To rny knowlege, there were violations at the tirne the
on December 9, 1983 for the
Phase I.
S.incerely,
."'rt'7 ' //,/,,tr,/ (-
-l/='P.4/'/._Gary Murrain Chief Building official
offlce ol communlty developmenl
Re: Westin Hotel,Vail, Colorado
no outstanding certificate of
construction
buildinq code
occupancy was issued of the Westin Hotel ,
t.
She
I rman& Howand
SUITE 7OO, STA]iIFORD PI.A,CE 3
4582 SOIfTE ULSTER STREET PARITWAY
DEiI\/ET. COLONADO 40237
TELECOPTERT 303770-44€0
Dra DOWL|O\!1\I DX3{1'!I.
ShcrErD & How.rd
sooo rrBsT rlarsrgrarE TowEE NoRtn
633 Sa!'tNfBE){rA 6TREET
DEN!aEF. COIOE DO 602()e
ltLBPrOr\rE 30S e07.290C,
TET TCOPIAR 3Og 294-O9.l,O
Iri' COIOEADO SPEINIA
Shcrnrn & Howard
S9ITE 600. .AI.A}TO COBI\ORATX CEN'TIE
@2 eortrg flLtoN
corrFADo ePRrNos, corcaaDo aosoS
IBLEPEONE 3O3 475-24lo
TELECOPIAR SO3 63C.4670
IN BE\TO. Irl1/AD/|
Iltll Calu dcliplru .td Erwi& P.c
PC'gT OFEICI EO,< g'9O
R3LO. IIII/ADA A9606
TEI.EPEONE 7O2 9?3.T60T
TELECOPTBE 702 3?ra-7e5o
tredleral Expreea
:i,
January LL, L988
Town of Vail/Comrnunity Development
75 South Frontage Road Vaj-l, Colorado 8L657 Attention: Building Manager
Re: The Westin Hotel Cornpany - Vail Property
Dear Sir or Madam:
I am writing to request certain documents concerning all property owned by The Westin Hotel Company in the town of Vail . PLease provide me wittr copies of the following:
t! < .- :' : 1,!)' 1. Certificate of Occupancy 2. Any Final Site Development District Approval
documents
sl-r-<a.rs-o---3. Zoning ordinanoe^ for ttre tow,n_ q€-.Vail
4. Any document concerning building code
-li4--\ tc !\
L./l l- - -
violations
If you have any questions, please feel free to contact
me.
Sincerely,
/)L/. d &'^l^'-
Neile A. Shuler
NAs/jp cc: Gloria Witkin
wf,lloii
75 south lrontage road
vail, colorado 8'1657
(303) 476-7000 otf lce ol communlty development
August 27, L9A'7
Mr. Andy Norris Vail Ventures, Lirnited
l-000 South Frontage Road Vail , Colorado 81657
Re: Final parking calculations for the Cascade Village parking structure (Revised Figures)
Dear Andy:
Belor,rr is a summary of the parking allocations for the Cascade structure. I have calculated all of the parking requirements for spaces l ocated in Units l_ and 2 according to recent
approved building permit plans. According to my calculations,I show that you have a total of 39 unallocated spaces in the structure.
PARKTNG ANALYSTS FOR CASCADE STRUCTURE
I. UNTTSl&2PARKTNG
A. Unit I provides L22 spaces Unit 2 provides j_50 sbaces Total 272 spaces
B. ALlocations for Units I & 2
Cascade Winq (8 d.u.) t_G Westin Hotel l_l_5 Terrace (l2O a.u., GRFA 58,069 sf) j-os
Terrace Retail (5,856 sf) 20 Plaza Phase I (2O a.u., GRFA 7,205 sf) L6 Plaza Phase f Retail (1,099 sf) 4 Plaza Phase II Conference (8,297 sf) 35 Plaza Phase II Conf. RetaiL (9o0 sf) 3
TotaI 3L4
IT. UNTT 3 PARKTNG
Unit 3, provides L49 spaces
Allocations for Unit 3
cMc:
Clancyrs (1_34 seats)
Cascade Theatre
College CLassrooms College office (954 sf)
CASCADE CLUB:Retail (300 sf)Bar & Restaurant (985 sf)office in cMC (82s sf):thTellness Center
Total
*Not finished yet.
IIT. TOTAL PARKTNG ALLOCATION
A.
B.
L7
28
40
4
I I
3
9
110
A. Unitsl&2 Unit 3
314 spaces
1_10
424 spaces
spaces
382
42L
- 342
39 spaces
Total
B.
c.
Total Required Spaces with 10? reduction for mixed use:
Total Spaces in Structure Total Spaces Required with
Total Remaining Unallocated
Spaces:
r have also enclosed the square footage calculations for the Plaza Phase rr conference center. rf you have any guestions about the calculations, please feel frle to call ie.
Sincerely,
.rl ^|),/-| ll.I -\rr(tn" Vi-tr ltrrrf.r.r\ lr r tt
Kristan Pritz
Town Planner
cc: Frank Freyer Peter Patten
CASCADE VILLAGE CONFERENCE
AUGUST 27, t987
CENTER
BALL
ROOM PREFUN CTION
FrTG.
ROOM
lST FL OO R:
BASEI4ENT:
ZI,ID FLOOR:
MEZZAI\ INE:
COMM. AREA
74t2
3078
0
688
KITCHEN/S ERV.
U
3330
?343
0
0
2160
0
0
0
6137
0
0
2362
4940
0
RETAI L
U
900
0
0
TOTALS :5178 5673 2160 6I37 7302 900
APPROXIMATE TOTAL SQ. FOOTAGE - 27,350
Check per Roma
Mezzanine I evel
Drawings (7-22-87)
(5-22-87)
a,
PLAZA CONFERENCE PHASE II
AUGUST 27, t987
1/|1a - 3 l+Lz :- t.
Total - 1412 s.f.
900
2160
236?
JU /t'
Total - 11,830
6137
4940
2343
Total - 13,420
o66
Total - 688
GROUND FL00R (Basenent)
Comnpn Area/Se rvi ce/ S tora gelMech.
FIRST FLOOR TatajT-
Meeting Room
Prefuncti on
Common Area
Kitchen Service
SECOND FLOOR
EETTroorrr
Pre fun cti o n
Ki tchen/Se rvi ce/S to rage/Se rvi ce
THiRD FL00R or MEZZANINE
APPRoXTMATE ToTAL 5q. FooTAGE. . 27,350
Excluding over: 'l apping stairs and elevators.
ll*,t!
(cli t t't''t
CASCADE VILLAGE CONFERENCE CENTER
AUGUST 25, T987
MTG. BALI-
COMM. AREA KITCHEN/SERV. R00M Bq-q[ PREFUNCTI0N RETAIL
BASEMENT:141200000
3330 244? 0 236? 900 lST FL00R: 3078
2I,ID FLOOR: O
MEZZANINE: 688
2343
0
0 6580 4940 0
00
T0TALS: 5178 5673 2442 6580 7302 900
APPROXIMATE TOTAL SQ. FOOTAGE - 28,075
Check per Roma Drawings (7-22-87)
l4ezzanine level ( 5-22-87)
PLAZA CONFERANCE PHASE II
AUGUST 25, 1987
GR0UND FL00R (Basenent)
Common Area/Se rvi celS tora ge/Mech.
FI RST FLOOR TEM]T-
Meeting Room
Prefunct'ion
Common Area
Ki tchen Servi ce
SECOND FLOOR
Eilil"oom
Prefunction
Ki tchen/5ervi celS tora ge/Se rv i ce
THIRD FLOOR oT MEZZANINE
1412 s. f.
Total - 1412 s.f.
900
2442
2362
30 78
3330
Total - IZ,ILL
6580
4940
t345
Total - 13,863
688
Total - 688
APPROXIMATE TOTAL SQ.
Excluding over lapping
FOOTAGE. 28,Q75
stairs and elevators.
,."r/:{, lf /i, /, ;
//":i,,;: ,".,i:.,': € /
75 soulh fronlage road
vail, colorado 81652
(303) 476-7000
April , L6, L987
offlce of communlly deYelopmenl
Frank Freyer Vail Ventures Linited
L000 South Frontage Road Vail, Colorado 8L657
RE: Plan Chack for the plaza Wing phase f.
Dear Frank,
Additional items needed:
l-. AII plans are to stanped by a Colorado Registered Archi_tect.
2. Plans need to be submitted and approved for the ternporary stair.
3. The vaulted lobby ceiling shal1 be eguipped with F.M.listed largedrop fire sprinkler headJ focatea in the sogtlr portion of the cei_ling and F.M. Iisted large orifice fire sprinkler headi in the north portioi of the ceiling. -The corridor lobbies shall be eguipped with fire sprinkler heads designed to supply a wite.curtain at a density of three gallons per linear foot with sprinkler heads at six feet on center spacing, or glass walls in this area must be of 2 hr. fiie rating.
4. A11 Fire Department reguirements rnust be neet, as per letter dated March 26, j-ga7.
This concludes the none structural plan check for the plaza wing Phase f.
Sincerely,
Gary chief Building Official
hwn o ||tl
) ,//Nf fi /tt' I
. 11, ,t il',. / ,:l;rY
--."
otflce ol communlty developmenl
75 south frontage road
Yail, colorado 81657
(303) 476-7000
April l_6, L98?
Frank Freyer Vail Ventures Limited
L000 South Frontage Road VaiI, Colorado gj.657
RE: Plan Check for the Terrace Wing at the Cascade Village.
Dear Frank,
r am pleased to announce that in cornpleting my review of the none structural plan check, there are no additional_requirements other then those required by the vail Fire Department as listed on letter aatea Marlh 26, LgB7.
The Handicap units 269 and 27L are not reguired because you have the reguired amount in the existing hotel .-
Sincerely,/27: -.;-?4*;ary
Chief Building official
o
LLEY Uppen Enele Vl
,/1r)Ja {
WATER AND SANITATION OISTRICTS
846 FoREST R0AD. VAlt. COL0RAOO 81657
(3031476-7440
March 20, 1987
KrLstan Prltz
Town Planner
Town of Vall
75 South Frontage Road
Vall , Colorado 81657
Re: I,Iesrin Hotel Expansion/Sewer Llne Relocation
Dear Krlstan:
Ttls letter ls to lnforn you that the Distrlct has approved the relocatlon
of the above referenced sewer l1ne. Constructlon w111 be cornpleted ln the
Tal1 (1987), when the stream flow ls lower.
The Distrlct has no problem rrlth the Town of Va1l proceedlng with the
Lssuance of the Building Permlt for the l,IestLn expansion.
If you have any questions, please call.
Slnce re 1y,
IIPPER EAGLE
xt_-/U a./?z(
VAI,LEY CONSOLIDATED SAN]TATION DISTRICT
David L. Krenek, P, E.
Offlce Director
DLK/NC
t ll PARTrctpATtttG DrrRtcrs - ARRowHEAD METRo wATER. AVoN METRo wATER o BEAVER cREEK METRo warER . BERRV CREEK METFo wota* ,{fr\
a\
EAGLE'varL MErRo w""' ' 'o'"17i,ruTr.o.y::::;..;;:ffTs:?:x'Ji::HTff*::'," ""*'', coNsoL'|oarEo sAN'|rA-r'eN @
lb/4
\AITVrrruRES,.."
March 19, 1987
Mr. Gary l"lurrain
Chief Building Official
Torr.n of Vail
75 S. Frontage Road Vail, GO 81657
RE: Terrace WLng/PLaza Wing Phase II Soils ReporE
Dear Gary,
Per your request, we are enclosing copies of three soils reports covering the constiuction sites for the Terrace Wing, PLaza Wing Phase I and Phase II.
The 1983 reporL covers the entiie area while the
1986 and 1987 reports are more specific as to the Terrace Wing and PLaza Wing Phase I and phase II respectively.
MONTANE CORPORATION e
l(C.-.<--
@
FBF/ sb
Enclosures
1000 South Frontage Road West, Vail, Colorado 81657 . 303/476-6602
fu/"(
\AITVrnruRES,,
March 19, L987
Ms. Kristan Prltz
Town of Vail
75 S. Frootage Road
Vai1, CO 81657
RE: Terrace Wing/Ptaza Wing I
Dear Kristan,
In response to your letter of 3/L7/872
Terrace Wing
1. N/A
2. N/A 3. The height analysis for the building is exactly as
presented to you ln the spring of 1986. The roof heighus
are less than 71 feet. I belleve you are ln possession
of the elevations on which the height analysis was
provided.
4. The detailing of the loggia bases is provided 1n the
DetaiL book as Detail 3.12 and 3.13 which is the sane
detall as uas subnitted and approved by DRB last fa11.
5. W111 be subnitted shortly (Septenber 19, 1985 plan).
6. N/A
Pl-aza lrling
1.
2.
3.
4.
5.
FBF/ sb
cc: Gary Murrain
Peter Patten
The smalL dorner wlndows are for ventilation and natch
the sna1l dormer windows in the existing hotel building.
Wii.l be subnitted shortly.
The hospitaLlty rooms are not lntended to be used as
living units. The foLd down beds are being deleted fron
the plans and specifications by the architect.WilL be subrnitted shortly.
N/A
MONTAN RPORATION
reyer III
1000 South Frontaoe Road West. Vail. Colorado 81657 . 303/476-6602
/$k4
VruTVrXruRES,,.
March 19, 1987
Ms. Kristan Pritz
Town of Vail-
75 Souch Frontage Road Vail, C0 87657
RE: Cascade Village
Dear Kristan,
Per your request please find enclosed a copy of the required ULitity Location Verification form fully execuEed by the various utility companies.
Please note Ehat the form relaEes to the Terrace
Wing, the Plaza Wing Phase I and Phase II. AlEhough
we are not currently applying for a building permit for PLaza Wing Phase II, the completion of the
enclosed form fulfills this future requirement for
Phase II.
Please let me know if you have any questions
or comments .
MONTANE CORPOMTION
2
llka-^c'-'
Frank B. Freyer III
FBF/ sb
cc: Gary Murrain - Town of Vail
G. Eric Pucher - Seafirst
Enclosures
1000 South Frontaoe Road West, Vail. Colorado 91657 . 303/476_6602
oa (t;
EF
-E
a- uJ
6U'z2 5Z<ctcrJ tsEo-<a c)z.t a
cro,
J
o
E
g
l/l
A6 !lu
pi
\ffi \ rr*
\.\\ d \\\ i
-+!, \-.'*
--l \.'. \L- \ 'r | \ !\I tr",t
r-. \'I ,,. '
t\
,tr.J, | \
'ii
jF It
t-l tl _tl
E8EI I
; i'gl (
eEsL \i3!E I *--r-l
.l
I
I
I
I
___J
rJ
i 1..
\l:\
"\N
\ \.'\\ \\\ii, \
--- \\\t#,)',
ffi'""ii,iffill \r)
T"TTI \..
lrft \ffi-_r=7F=T=:---
r::t :. ijFF E :L= -ri
,-J i | 1,..:;,
^n I | .l88EEr i:< , | _-rt alE oo,!L i I urlsSbni )l l;l------'/ i | :'.lssEsl
i | (r)li i:d:i I r'lesp:;tl
rf tH -i -a
,'y'-t ..t/ \l \) ( I \.-\,-,/
') r')!ti
tii
iii
tii
li
E
=
a
I
I
I
I
l
I II
ll t!.-' ' I I tl
rl
tll
??DPA|.? (;T=
Tlrat parc of tha s'tr 1/4 IIE 1i4, secrfuh 12, Torrnshlp 5 sourh, Range g1 lJesc of che Sl.rcS ?rLnclpai yeti<ilan, Torn of Va1l, Colorado, desc:i,beci as f clJ.o,;s:
.:-Beg{nning ac a polnt rhence an lron p1n rrr rh plasrlc c:o roarklng :-\e eeraE!of saLd sec:1oo 12 begrs s48"zz'37"'t l}gs.58 feec; rhence N37"09'i1"li ld.7a feec; chence l{5?"50'29"E 15,00 feec; Ehence N37.C9'31"',t 90.00 feerl ehe:rce
N52"50'29"E 239.66 feec; Lhence s4oolTtoa"E 187.05 feec; rhence s2g"29'i5"i{
208.'48 t'eec; cheace S05"?5'5$TE.101i.50 feer; rhence S49o26'16,'r,J 19.05 f e.-r:lhence N3i"09'3I"'l 2e6.02 fee'- ro che gotnc of beglrnlng, ccnralning 1.510
ages , ao(e or Iese.
/| l\tT\fll.l L,,
ihac porrlon or- che SW1/4 NEL/4 of Sectlcn 12, tc.msir:.p 5 Souci,, R.ange B!
West or che SLcr-l ?::ac:pal Yer:1sc, Torm of Vaii, :agr3 Cluai;r, C.:ioraco,
desc::beci as foilous;
Beg:rnirg at a poi.ar l-hesce an oi Sec::oa lX bears S4A"?t'37""i
thence 552'50'29"'i Z!.3O ieec;
tO'29": 21..30 :oec Eo c:e roi:c
o,ore or less.
i:cc. ?i:. 'rif5 plas::: ces ra:h:::g ::e Ce::asa
lOO< il :eer: Flrc-^a q17"iOr'11'r: 4.i iln .-ar.
lher:ca :137'Q9'31"'J 66.C0 iaer; ihs:ce S5i"
oi beg:.earag cou,c:i.llng 9 30 s<uare f aec ,
o
PI.AZA SITE
Ttrat pnre of Ehe s\] | !t' NE 1/4, sec!Lon 12, Tot..nshlp 5 south, Rnnge 81 l.lest
of the Slxth Prlnclp.L Herldlan, town of Vall, Colorado, descrlbed as follows:
Beglnnlnq a': the r"^"r: norther Ly corner of, Condorniniun Hap of Colorado llor:nEatn
Condontn iuns accoril.q !o the rnap thereof recorded ln Book 387 ac Page 620 ln
the office of che F"q!e Count1., Colorado, Clerk and Recorder, whence en Lron
pln 'tith pl.:rstlc crF, '|,trklng the cente! of gald Sectlon 12 bears 534"50'58"iI
964"?7 fnet; thence'lli5ol.'8r65"8 105.67 feet: thence 79.97 feet along the arc
of a cur'.'e to thp- l -f t ha',.lne a radlus of L121.72 f eet, a central angle of
04o05'0',", nod a chn'.t that 5.,ars llJ4'46t13''E 79.95 feet; thence N52o43'4I"E
28.82 fe^t; thence S'r7'09r31"8 105.76 f,eet,l, thencE S52o50'29"W 25.00 feet;
thenee S17"09'31"8 e'] .n0 [eer; thence S52n50'29"W 15.00 feec; thence S37"09'
31"E 1[..78 ferti Eh.'r.e s52"50r29"1J 150.00 feet; thence N37"09'31"1{ 45.34
feet; rh^nce S52"-1(l'?4"i., 56.95 feet ro the northessterly 11ne of sald Condo-
{n{urn x.p o f Color ''t.' llrrtrntr I n Condot'rini.uuts; thence the f ollovlng three
courses nlong said nlrchcrsterly llne: (1) N37o09t31"i{ 55.00 feet; (2) f107"
50'29"8 45,00 feet; (l) 1i37"09'31"tf 80.40 feet to the point of beglnnlng,
contalnl.ng fl, !$! 36'r'nc, tnore or less.
A \1T\SatrjJ
That porrlon of the Swl/4 NEI/4 of Sec:i:n 12, To.mshlp 5 Souch, Range 8l
]{ese of che Sfuth Prluclpal Merdian, Town or- Vai1, Eagle CouncT, Cclorado,
desc:ibed as folLows:
Beginning at a poi1rt whesce an lroo pin with Plastlc cap narklng the CellEer
of Section 12 bears 548"17'19"',1 1074.34 feet; thence 537"09'31":,9.50 faec;
Ehence 552"50'29"i{ 80.00 fee:; Ehence N37"09'31"11 9.50 ieec; chesce }I52o
50'?9"3 90.00 feer co Ehe poinc or- beginaiag contai.niag 768 'rquare feet
EOre or less.
IITILITY LOCATION VERTF IC.\TION
SUBDIVISION
JOB NAME \r'J i
BTOCK F IL ING
ADDRESS **tclk t.
The location of utilities, whether they be rnain trunk lines or proposed lines, nust be approved and verified by the following utilities for the
acconpanying site plan.
Authorized Signature Date
$ttag1
LOT
Mountai n Be'11
1- !44-fls/
llestern Slope Gas
{$+#-+4€rrAes
1-468-2s28
Public Service Company
Gary Hal1
Holy Cross Electric Assoc.
Ted Husky/Michael Laverty
Vail Cable T.V.
rleff- H.yghqs,i949-5530
n -%#*4,(*""3 -/€-&?
7. /J.r7
Upper Eagle Va1
and Sanitation
David Krenek
(Please bring a
when obtaining
si gnatures )
ley Water
Di scri ct
s'ite pl an
UEVl,,SD
z- t"-77
NOTE: These verifications do not relieve the contractor of hr.s
responsibility to obtain a street cut pernit frorn the
Town of Vail, Department of Public Works and to obtain
utility locations before digging in any public right-
of-way or easement in the Town of Vail. A building perrnit
is not a street cut permit. A street cut permit nust be
obtained separately.
This form is fto verify service availablity and location.
This should be used in conjunction with preparing your
utility plan and scheduling installations.
75 south frontage road
yail, colorado 9t657
(303) 476-7000
March 1-7, t9A7
offlce ol communlty developmonl
Mr. Frank Freyer Vai-I Ventures Lirnited
L00O South Frontage Road Vail , Colorado 91657
Re: Buirding Permit information for plaza wing phase r and the ferrace Building
Dear Frank:
The following comments relate to final- building pernit approvar for the Plaza and ?errace Wing perrnits:
Terrace wing
l-. The Town Engineer will need to review the drainage plan, title report and bike path adjustment. Bill Andrews is out of town for a month. Therefore, the permit approval will need to be contingent upon his review.
2. I have calculated that the Terrace Wing has 83,EOO square f,eet of gross floor area. The recreation fee per square foot is 25 cents for this project. This computes to a total recreation fee of $zo,9oo. please note that once you have paid this anount, the Town will refund 50? of g2O,9OO due to the existinq recreational facilities in the project.
3. A-height analysis should be presented. for the Terrace wir-rg. we had discussed. this- and you had said that the heights are exactly as the originlt ORe plans. If this is still the case, I would appreciate a letter nerely.calling out the'roof ridge elevations and base elevations that indicate that the maximum roof height is Z1 feet.
:'l "
4. What is the detailing on the loggia? From the drawings r an not ceitain if it-is "*u"-ry wtat was approved at Design Review Board..
5. The approved landscape plan the building permit wifi re
6. I have asked Dave Krenek to that the easernent situation resolved and that he has no releasing a building permit.subrnitted to our departrnent is released.
must be subrnitted before released.
wri.te a letter stating is in the process of being problem with the Town This letter shoul_d be before the buitding permit
Plaza phase I
1. on the erevations, smalr windows are indicated in the dormers. This is a ninor change frorn what was approved at DRB, but I am inteiested, in knowing why these windows are necessary.
2. The approved landscape plan should be subrnitted to staff before the building perrnit is released.
3. It is our. understanding that the hospitality roorns will not be used. a= r"itable living t"itr. please let me know in a retter how these roomi will be used as r noticed that ford down beds are included. for each suite.
4 ' The elevations and froorplans for the ternporary stair should be submitted with your pernit applicatiln-
5. The recreation fee for the proposar i-s based on the total gross floor area of tl ,z4o square feet x .25 which 6quals $3,43s. please note tlhat once again, 50?of this totar- nurnber will be refunded to you after the perrnit is issued.
rf you have anv guestions about this information, r wirr be back in the office on-april z- -i-ttivJ'also enclosed my square footage sheets for the praza r and. Terrace. Thank3 ro'r your rrerp on getting the square footage inforrnati"" t"g;ih;r.
ffin-Su,
Town Planner
KP:br cc: Gary Murrain, peter patten
*,OrN)ruJrl€S?
= tn (D t ur = r, b -r. ftt -r .:r X '\ .+ qr .+ ltD c+ q,
-.o-T,JcL=O_(Do(Do-c)
.Do.(Do 13--r9r.)o'o=cto
=54,o,oc+5f (o(cto rD'D=. tt
la, q
l.< O,('t @ C^t lct tn lE(D l=a lo-'o
=
urott EXr+oEo oru
J.=q,A
J(D a
.J, IJ'gc
ct ci (Do
+ (rJ @@ oJ@
{or(t(tr(t5
<^)
q)
H SNJF'
HG)I\
-r -r +r or H t\) GJ (,J (J! 5 co cu @ l\) +
ar,r--o
lJ .lo a lct -t 'q,€
(o
v,
Htrst q) Fr G) t\) r- l= t\)lA u)
!
l\) Fr -,
I
la {o ."r s o) or .o + s s or s A (, .^) lsi q ! ! I 5 (o (c| q.l \, ! ro (.() C^, ro (o l=,-\r ! t$ + t$ Or Or (O -r J ! O O ! < l.+.U '(D (tt(tl!l!r\)f${{5 (tr (, (tt crr (Jl (tl
@ r$ r-. r- irr * 5 - *. - (o l6tg |. 'o o >r or G) s E, <^r o 5 rrr E sr rj l;i -i 3 tr G S S S I I s N F s 5 E u ltt
lo)t5 t\) q) la
IF
lc+t5 ' ,-{
FI (^rF \u,H>(r' C)\ rrl @ !=
.=
l.t c)
Ic+lq,
at1 lF
=l(D (D lc+olo c l-..IJ -{ >>O NN)
g, 5N)
g le-s l8s
i '('-'
l-l \J
(r)+
q.t q,
(o
lq,
l=.
lo-
t='
F lc)
t3
lt
ltt l>t-t
t(D lo
@ q)
c'l
o
U'.+r
f\)O
(tl
@ c)Ol \o
t;lcr
-r ut n rn rq Fr Gr .'r > o ol5 5O) f$ F. F. 1\) H
l;l-'l
E lo
r\r N) r$ - *'lI
l3
F-oo ct vr o, 'Ct
''+vt vro'
= =-l fo aD -r..D (oc+ct cl<
l\t 5
f\)
d o ct
-9t
c,-J o
Ur
a
-rl
o o -t
.'
.D o,
u (^)
{A o
ul {t
IE l='
I r-{lz,
lar
l#
t:
-,o-15 lo-
l\)o r.o
v,.{|
o ro
r.o
vr
-h
lc.)l\) t\J -, - - li
ttt
'gt l5,lci lJ v,
UI
F o
=
T'
0)
v,
o -n
u tf _l
l\)t\J
(lj
Cr'\.
@ !
to 6)l-t F
lc>l=lJ.
lc+.=.o,-o
H g)
(o
-@ 'l-{ \IO C'lct to c)lo -n 5 l-t> .D c,F
A r$ Cd (, CD (, G) (,o + G) G,r$r.o(-'t+Ssss('t('rul (rA)('r@@COrrur()Ju
+.\)(rr-.)qJC^ror--E!t\)r.o('r5A5@@Hoo q)uJ('lco@@rur$@o.r5
\t (o o !
'!
Associates
Geolocttniel Engineets
5080 Road 1#
Glenwood Sptings, CO 81601
3945.7458
//a{4
Casper
Colorado Springs
Denver
Fort Collins
Rock Springs
salt Lake city
San Antonio
EI
ril
Eil
Eil
Eil
c
d
6
SUBSOIL STUDY FOR FOUNDATION DESIGN
PNOPOSED PLAZA l.IING ADDITION TO TdtrffiIN_ HoTEL
vArL, coLoRADo
Prepared For:
Vail Ventures, Ltd.
1000 South Frontage Road fiest
Vai1, C0 81657
Att,n: Frank FreYer
Job No. 4 134 BT March 12, 1987
TABLE OF CONTENTS
CONCLUSIONS
PURPOSE AND SCOPE OF STUDY
BACKGROUND INFORMATION
PROPOSED CONSTRUCTION
SITE CONDITIONS
SUBSOIL CONDITIONS
FOUIIDATION RECOMMENDATIONS
FOU}IDATION WALLS AND RETAINING STRUCTURES
FLOOR SLABS
UNDERDRAIN SYSTEM
SURFACE DRAII{AGE
LIMITATIONS
1
1
2
3
3
4
5
6
I
9
l0
10
FIGURE 1
FIGURE 2
FIGURE 3
FIGURE 4
LOCATION OF EXPLORATONY BORINGS
LOGS OF EXPLORATORY BORINGS
LEGEND AND NOTES
GRADATION TEST BESULTS
Chen&Associates
SIONS
rado. The study was eonducted
foundation desi.gn recommendabions.
bleS'bnd ,boulders, below a varlable 'l1li$eExploratlon to below proposed
ta'inbtlbe bonducted due to the slze
ubsurface lnformatlon encountered at this site
6ther .sltes tn the area, we recommend spread foot-
i:placed on the natural soils or bedrock and designed
I
i I
i I
f I
I I
t I
I I
t
t I
I I
I I
T
I
I
rr.i$an allowable bearing pressure of 5000 psf for
upport of the structure. Becommendations perLaining to
ff"the geotechnlcal aspects of the slte are presented in
f,the followlng reporL.
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for the
proposed PIaza Wing addition to bhe llestin Hotel, Vai1, Colo-
for the purpose of developing
The project site ts shown on
Fig. 1. The study was conducted in accordance with our proposal
to Vail Ventures, Ltd., Attn: Mr. Frank Freyer, dated February
10, 1987.
A field exploration program consisting of exploratory bortngs
was conducted to obt,ain information on subsurface conditions.
Samples obtained during the field explorati.on were tested in the
laboratory to determine the classification and engineering
characterist ics
exploration and
of the on-site soil. The results of the field
laboratory testing were analyzed to develoP
recommendations for foundalion types, depths and al1owable pres-
sures for the proposed building foundation. The results of the
Chen&Associates
-2-
field exploration and laboraLory Lesting are presented ln the
report.
This report has been prepared to summarize the data obtained
durlng this study and to present our concluslons and recommenda-
t ions based on the proposed construct ion and the subsurface
conditions encountered. Design parameters and a dlscussion of
geotechnical engineering considerations related to construction
of the proposed addition are included in the report.
BACKGROUND INFORI'IATION
Subsoil studies and site ob-servations to evaluate the bearing
conditions for foundation support have been conducted by Chen &
Associabes ln the area of the project siLe. The reports for the
following sbudies have been revier.red and uli.lized as background
information to this report.
1) Soil and Foundation Investigation, Proposed Commercial and
Condominium Development, Cascade Village, Job No. 191562,
dated November 13, 1979.
2) Soil and Foundatlon InvesLigation, Proposed Cascade Sports
and Parking Center, Cascade V111age, Job No.23r497' dated
January 26, 1982.
3) Soil and Foundation Investigation, Terrace Building Additton'
Cascade Vi1lage, Job No. 24,894, dated March 10, 1983.
4) 0bservaLion of Phase II, Sports and Parking Sbrucbure Excava-
tion, Job No.24,068, in September, 1985,
Chen&Associates
*
T !
;
il
i I
I
il
i
1
d
d
I
d
d
d
d
d
d
d
d
-3-
Wr+i,*i;'.*osed-r.addltlon will constst of a three to four-story '.' : ;
;iii$;;;":ittuatea north of the extstlng east hotel
i,il: Jr{f }, i r,-_.1" ,.
The-add1t1on wtll lnclude 20 rental untts and be connecbed F;'ili.t"''e exlstlng hotel. The main floor level of the addition is e*$ir:,- '- - -
roposed to be at elevatl.on 47.5 feet which wtll match lhe floor
level of the existing buil.dlng. A t,unnel and probably a mechani-
cal room are proposed to underlie the main floor. level and be
connected to the future convention center addition. Cut depth
below the existing ground surfaee to aehieve the tunnel level
elevation of 36 feet will be up to about zs feet. preliminary
foundation loadings as provided by Ri.chard lleingardt consultants
are expected to range to a maximum of about 200 kips for columns.
rf the building condittons, grades or foundation loadings are
significantly different than those described above, we should be
noLified to provide review and supplemental evaluatlon as needed.
SITE CONDITIONS
The proposed addition area is situated in a landscaped lawn
area with scattered small aspen and some planters. A small
amount of snow partially covered the site at the tine of our
field work. The ground surface is gently to strongly sloping
down to the souih at a maximum grade of about 101,. Elevation
difference across the addition limits is abou! 15 feet. The area
has been graded as part of the existing site development but the
extent of grading appears bo be relattvely mj.nor. The existing
hotel is a four-story structure with a basement 1eve1.
d
I
Chen&Associates
I I !
?!
'll I !I I
I I
I I I t
I I
I
I
EI
I
!l
i I
I I
i I
i I
I
o .t-
SUBSOIL CONDITIONS
The subsoil condrtions at t,he site were evaruaged by drilling
three exploratory borings at the approxlmate locations shown on
Fig. 1. Graphic rogs of the subsoil profi.res encountered are
shor'rn on Fig. e. As indicated by the logs, the subsurface pro-
fite encountered is relati.vely uniform and consists mainly of
gravels, cobbles and boulders in a silty sand matrix. previous
excavati.ons and investigati.ons in the area have encountered
numerous boulders to several feet in size. A variable depth of
man-placed fil], up to about 3 feet, was encountered at the bor-
ings. A greater f11] depbh nray be encountered in the addition
area, such as adjacent the basement leveL of the existing
hote1. Practical drill rig refusar was encountered at arr of the
borings due to the materiar. size and density. r{aximum explora-
tion dept'h was about r0 feet. The subsoil investigation per-
formed for the sports center and parking s!ructure, Job No.
23r497, and observations made in l9g5 show the naturar coarse
granular soils to be underlain by hard silt,sfone bedrock. At
Hole 6 of the previous study, the top of the bedrock was encoun-
tered at about elevation i1 feet. Apparently the top bedrock
elevation deepens towards the south.
Free water was not encountered in the borings at time ofl
dri'11ing and the soils were generarly moist. The resuJ.ts of a
gradation analysis performed on a small diameler drive sarnple of
t he natural soils (minus 1 1/Z_inch fraction ) are shown on
Fig. 4.
Chen&Associates
r . .r. ". r,'xl4t-,3i:€ffisffi'j'ffi:Ftritr+sffTi'-:\ , .f;.:.\:: ..rr.-xF,!si"r exploratory bortngs and =tfrri'- natrire of th;'*rpioposed exploratory borlngs 'and'the nature of ..the I'iioposed constructlon,
we reconmend the bullding be founded on sprirad footings placed on
onslderlng',ndlf
soils or bedrock materials should be
able bearing pressure of 5000 psf.
foolings designed and constructed
sect ion will be about 1 inch and
l oad ings .
tt;;."encountered 1n the
f
I
d
I I il
l I
4 t
EI
i
q
{
t
I
H
n
i
undisturbed natural coarse granular ,'.;o'{ij'1;.;i .,:bn und isturbed
bedrock materials..:,tj.. r,,i-+l{:::\t_..:r :..''. .. :
. ,..:1. -r.rrt.l, ,.' 1., : .;'
:i,::'
The design and construction criteria Dres present ed below should
be observed for a spread fooLing foundation sysLem. The con-
struction criteria should be considered when preparing project
documents.
1) Footings placed on bhe undisturbed natural coarse granular
designed for an aIlow-
We expect settlement of
as discussed in this
less for the assumed
Spread footings placed on granular soils should have a
minimum footing width of 18 inches for waLls and 30 inches
for colunns.
Exterior footinge and footlngs beneath unheated areas should
be provided with adequate soil cover above their bearing
elevation for frost proLection. Placement of foundations at
least 48 inches below the exterior grade is typically used in
this area.
Cont inuous foundat ion walls should be re inforced top and
boLtom to span an unsupporled length of at least 10 feet.
2)
3l
4)
Chen&Associates
t
I
{
I I
I
;
I I
I I
I
t
I
q
t
I
I
I
I
I
I
I
il
I
-6-
Areas of existing fil1, loose and disturbed materiar encoun_
tered within the foundation excavation shourd be rerooved and
the footing bearing revel rowered to adequabe naturar bearing
material. An irregular excavation grade may result due to
bouLders in the naturar soils and the fractured nature of the
underlying bedrock. The bearing surface may be leveled by a
shallow depth of base course material (Class VI). The base
course should be compacted to at least 1oo1, of the maximum
standard Proctor density at a moj.sture content near opt i_
mum. Footing! near the existi.ng building should be stepped
down at a maximum effective slope of t horizontal to
l verticaL and completely penetrate the existing backfill.
care should be taken when excavaLi.ng the foundatrons to avoid
disturbi.ng the supporting materiars. Disturbanee will
inerease the settrernent potenti.al. Difficurt excavation
should be expected due to boulders and possibly hard cemented
bedrock. Rock excavation t,echniques may be needed to split
boulders and 100sen the bedroct< for excavation and removal
purposes.
A representative of the soir engineer should observe arl
footing excavations prior to concrete placement,.
FOUNDATION WALLS AIID BETATN]NG STBUCTURES
Foundation wa1ls and ret,aining sLructures which are tateralry
supported and can be expecLed to undergo only a slight amount of
deflect'ion should be designed for a Lateral earth pressure
computed on the basis of an equivalent fluid unit weigh! of 4o
cl
6)
7)
Chen&Associates
I
c
{
3l
n
q
q
-7-
111 similar to the on-site granular soils. Cantj-
F:j.alnlng structures whlch can be expected to deflect
y to mobilize the fult actlve earth pressure condition
eslgned for a lateral earth pressure computed on the
":"n equivalent fluid unlt t weight of 35 pcf for backfill
o the on-site granular soi1s.
foundation and retaining structures should be designed
ropriate hydrostatic and surcharge presqures such as
B;t, foundations, traffic, construction materials and equlp-
iir The pressures recommended above assume .drained condibions
bhind fhe walls and a horizonbal backfill surface. The buildup
lf water behind a wal1 or an upward sloping backfill surface will
lncrease the lateral pressure imposed on a foundation wa11 or
retaining gtructure. We recommend an underdrain be provided to
prevent buildup of hydrostat,ic pressure behind ret,aining
struclures.
The lateral resistance of foundation or retaining waII foot-
ings placed on undisturbed natural soils or bedrock naterlals
will be a combination of the sliding resistance of the footing on
the foundation materials and passive earth pressure against the
side of t,he footing. Resistance to sliding at the bottoms of the
footings can be calculated based on a coefficienb of frictlon of
0.5. Passive pressure against the sides of ihe footings can be
calculabed using an equivalent fluid unit, weight of 450 pcf.
Appropriate safety factors should be applied to determine tbe
allowabIe resistance force.
Chen&Associates
t
E
q
I
t t I
I I
I t I
i
rN
t
;
I
{
f
I
t
I
rl
ry
q
q
I
-B-
compacted fill placed against the sides of the footings to
resist rateral loads should be a granular material. Fitl should
be placed and compact,ed to at least 95{, of the maximum standard
Proclor density at, a rnoisture contenL near opLimum.
We recommend predominant, granular soils for backfilling
foundation walls and reLaining structures because their use
results j.n lower lateral earth pressures and the backfill can be
incorporated into the underdrain system. hle expect the on-site
soils free of vegetat ion, topsoi.I and rock larger than about
6 inches can be used for foundation watl backfi1l.
Backfill behind walls should be placed in uniform lift,s and
compacted to at least 951, of standard Proctor density at a
moisbure eontent, near optinum. Care should be taken not to over-
compact the backf11l since this could cause excesslve Iateral
pressure on the wal1s. Some settlement of deep foundabion waIl
backfills sltould be expected even if the rnaterial is placed
correctly.
FLOOR SLABS
The nat,ural on-site soils, exclusive of topsoil, are suitable
to support lightly to moderately loaded slab-on-grade construc-
t ion. To reduce the effects of some different ial movement,
nonsfructural floor slabs should be separated from all bearing
walls and columns with expansion joints which a]1ow unrestrained
vertical movemenl. Fl.oor slab control joints should be used fo
reduce damage due to shrinkage cracking. We suggest joinLs be
provided on the order of 15 feet on center. The requirements for
Chen&Associates
I
I
T
t
T
t
I
I
I
I
I
I
I
-9-
slab reinforcement shourd be estabrished by the designer based on
experience and bhe intended slab use.
A mini.mum 4-inch layer of free-draining gravel should be
placed beneath the srabs. This material should consist of minus
2-inch aggregate with less Lhan 5OI, passing the No. 4 sieve and
fess than 5s passing the No.200 sieve. The granular layer wlll
ease construction and aid in drainage.
Fi11 placed beneath floor slabs should be a granui.ar mate-
rial. The soir engineer should evaruate the suitability of
proposed firl materials. Fi11 should be placed and compacted to
at least 95f of the maximum standard proctor density at a mois_
ture content near optimum. rn proposed fitl areas, the existing
ground surface shourd be sbripped of vegetation, topsoil and
debris, and the exposed surface moistened and compacted to aL
least 957 of the maximum standard proctor density prior to filr
placement.
UNDERDRAlN SYSTEI4
Although free water was not encountered during our field
exproration, it has been our experience in mountainous areas Lhat
local perched water conditlons can develop during spring runoff
or after development of the area. Therefore, each 1evel cut
below grade should be prot,ected by an underdrain system. The
underdrain system should conslst of a perforat,ed pipe embedded in
free-draining gravel and sroped at a rninimum l% grade to suitable
outlet. The underdrain should be placed at least 1 foot belorv
the lowest adjaeent finish grade. Free-Craining granular mate-
I
I
I
I
I
I
I Chen&Associates
q
T
f,
T I
i I
{t
f It
n
I
q
l I
I
I
t
I
I
il
t
I
I
-10-
rial. used in the drain system should contain
the No.200 sieve, less than 50% passing lhe
a maximum size of 2 inches.
less than 5f, passing
No. 4 sieve and have
SURFACE DRAINAGE
The following drainage precautions shour.d be observed during
construction and maintained at alr times after the addition has
been completed.
1) rnundation of the foundation excavations and undersLab areas
should be avoided during consLruction.
2) Exterior backfill should be adjusbed to near optinum rnoisLure
and compacted to at least 95/ of the maximum standard proctor
density in pavement areas and to at 1east 901, of the maximurn
sLandard Proctor density in landscape areas. Nesting of
cobbles in the backf iI1 should not be aLlor.red.
3) The ground surface surrounding the exterior of Lhe buirding
should be sloped to drain away from rhe foundation in at]
directions. }{e recommend a minimum slope of 6 inches in the
first 10 feet in unpaved areas and a mininum slooe of
3 inches in the first l0 feet in paved areas.
4) Roof downspouts and drains should discharge well beyond the
Iimits of all backfill.
L IMITAT]ONS
This report has been prepared in accordance with generalry
accepted soil and foundallon engineering pracbices in fhis area
for use by the client for design purposes. The concrusions and
Chen&Associates
-11-
recommendations submitted in this report are based upon the data
obLained from the exproratory borings drill.ed at bhe locations
indicated on F1g. 1 and the proposed type of construction. The
nature and extent of subsurface variations across t,he site may
not become evident until excavation is performed. If during
construction, fil1, soil, rock or water conditions appear to be
different from those described herein, this office should be
advised at once so reevaluation of the recommendat,ions may be
made. irle recornmend on-sibe observation of excavations and foun-
dation bearing strata and testing of fill const,ruction by a
representative of the soil engineer.
Very truly yours,
cHEN & ASSOCIATES, INC.
t
r t t
I I I
t
tN
i
f,
!
q
H
4
EI
E
I
Bvtft* /e4J-
St,even L. PawIak, P. E.
SLP,/ec
cc: Richard
Attn:
l{eingardt Consultants, fnc.
John t'laIcolm
ffi,hi{f,1^\ol;+- 'bi 'i(! 1s222 !:!.,a n3
€+"u'l$p
Chen&Associates
t t t
r
il
n
t:
I I
L I
I I
:I
it
il
l
il
I
il
ir
I t
o o
HoLE 6;JOB NO. 231497
52r
-l-\
-\
a
HOLE2 \
o HOLE I o
TO
CONFERE
CENTER
- sln
-54
5o ------
\
PRQPOS
-a--
\\
HO|-E3 o -sz
---lio
APPROXIMATE
l"= 3d
SCALE:
BENCH MARK: FINISH
FLOOR E[-EV. = 425';
AS PROVIOED.
I
EXISTING WESTIN
HOTEL
+.LAZA WiNG _\\-
\\- - t a -'a- \15r--r--1
.. TUNNEL -.\\
-\ t-
'. t * .
-
t--\ -*-
t\
4 t34 87 CHEN Ain ASSOCIATES LOCATIOI{ OF EXPLORATORY EORINGS tig t
Ho le I
Elev. - 58.9'
lloie
Elev. =
Hole 5
Elev. = 46.5'
")
c.) 11
fJ
c)
I
P
o
60
)J
40
+,
q)
I
q)
50
45
)1t1t
L2O/ 6
7s/ 12
lK=4.9
-200=2L +4=32
Propos ed
ltlain Floor
)q/1)
Proposed Bas ernent/Tunne I Floor Leve I
Note: Explanation of syrnbols Presented on Fig. 3.
T
[.OGS OF EXPI.ORATORY BORI.r"GS CHEN AiD ASSOCIATES J l.;J 87
s;,
Lt"yuy silty sandy gravel, cobbles, sone topsoil, firrn, noist' brown
ffi.
iiel (Gitl); silty, sandy, cobbles and boulders, dense, moist, light brown,
ncasional silt and sand lenses, subrounded hard crystalline rock.
Drive sarnple; standard penetration test (SPT), 13/8-inch I-D. split sPoon
samPle.
1_
Zl/lZ Drive sanple blow count.; indicates that 21 blows of a 140-pound harnner
falling 30 inches were required to dri-ve the SPT sarnpler 12 inches.
Practical rig refusal. Mhere shown above bottom of 1og, indicates nultiPle
atteDpts were rnade to advance the hole.
NOTES:
1- Exploratory borings were drilled on ilarch 5, 1987 with a 4-inch dianeter
continuous ffight Power auger
2- Locations of exploratory borings were measured approxinately by taping frorn
features shovm on the site plan provided.
S. Elevations of exploratory borings were neasured by instruinent level and
refer to the bench nark on Fig. 1.
4. The explorat.ory boring locations and elevations should be considered
accurate only to the degree inplied by the method used.
S. The lines between naterials shorvn on the exploratory boring logs represent
the approximate boundaries between material types and transitions nay be
gradual .
6. No free water was encountered in the borings at the time of drilling.
Fluctuations in water level rnay occur with tine'
7 . Labot';rtory Test ing Results:
lvc = l{ater Content (o;)
14 = Percent retainerl on No. 'l s ievc
-200 = Percent passing No. 20(l sieve
t54 87 t,ll6'EllD r\Nf) NOTC.5 CHEN Ai'D ASSOCIATES
chen and associates, inc.
2a He I AF
a5 MIN 15 MIN
z
z
()
=
c
z
o
q
60
50
60 MrN !9 MrN .r MIN
GRAVEL 32 q
LIOUIO LIMIT
Slr',rcr-e Or s ilty
'r00 .50 '40'10
smro 47 % stLT ANo cLAY
oo ,aos'clw TNDEX
sand and gravel FRoM Hole 2
z
2
o
2l %
5 feet
Hti 21
tts ti(} MIN 19 MIN iI MIN I MIN
014 r49 29r | 590 I lg 162 r?l
0"2
DIAMETER OF PARTICLE IN MILLIMETERS
GRAV€L
L IOIJID LIMIT
SAMPLE OF
% SILT ANO CLAY
PLASTICIIY INOEX
FROM
6I
SIEVE ANALYSIS HYDROM€IER ANALYSIS
DIAMETER OF PARTICLE IN MILLIMETERS
SIEVE ANALYSIS
4 134 GRADATION TEST RESULTS Fig
t52
/;ja, -a- Z
i (n rn m Fr rn co @ > = ol5 S (, ro }J F. t\) FJ l-r.
lc+l{
t=l;
!
A,
ul
-tr
H ts '-' ts ts F. N) r\J hJ - *13
l--r l|,lct
J-|Do c+ ur a, 'o
cn arl AO
=r J -.J (D (D -J.O (Dct r+ .-rk
t\) F
-l r\)
--.t o
c+It
6)5 o .Jr
t|l
'n
o o -
5 (D
9,1
(4,
\5 o
tn -n
ti
IR l>l=IH
le
l=
la l-ll-r
o l.> ur
lcr l=' u1
Vt
<f
=
-,o-lj lo-
N)o ro \.|
tt
-n
o io \o
.D n
l<,^r NJr$-,,s-l:
IF
|)u1
r€f\)
(J)
(^t
\,
t(D c,l-r :r lTt lc>l5 tJ.lct
3
F',-:
cl
C{)
(o
l-{ \I Io C)
l<+ F o lo -n 5 l-r> o
F
+ A' C.J (' CO (r) OJ (r A G) G)]\t(o('155S5.F('rur(n uJ(t(J.r@@@rJuro_rrJ
Ar$G)q)OrC^r-Ot-8ts r!(o(JrA++@@r-oo (l.,(^)(rr@@cor\J]\J60ts
I
!
9<f,t\J \t
r)(I)
T1 TI
!f\)o (tl
f)F -fl
I\)
lD X
c?
=
d
o,
a+
€
(D
o
-t
.D
=o-
o
:e t'wrJ l=s
= <tr (D € cn = vr tlf J. (D -- ._i X \- cr q, ct l.!| <+ !l,
-.o-t'JcL=CL OaroAC-)
IDcloo (D-rqt()o.EE oo 5=9,o,o,c+
(I)(OO (D(D
v,
lcr v frr @ (^) l; t,tclD 15 0-lr 'ct
q tJ, 1Or ('t (tl (Jt 5 cc vroa^clrt1fx(+.D(D(DEd f|q,+(rd.=@@grO-(rJ@J(D -r
lJl t-
tJ l.t1 0 lct -t -qt
€
(o
(^)
G)
'FNlr
(d t\)-J -r S Ot ts N) q, (, (tt 5 t.: <^r C)3 N D
rylr$t (r) rJ (.r) N) t J 15 r\)re{
@ {
I
- .o (, F o) o) F {, .o s o) A s .^) kr 15 I (-(? ! >l I 5 (o (o or \l *.1 (c) (^, (Jo ro (o l=. -! ! ru 5 t! or o) (o - ; :l o 6 -.1 s.l l.+g '(D (tr(tr!!!ruru{\r-
(tt (tt (Jl (tt (tl ('l
G S F d F H G E E R E U F ; * Fg \I \,1 (Jr ! N I\) c| O olr N F t$ ol, F it l=-
lF
lc+t='-t
FT
'rJ F \-F rJ>o) a)\. rn @ \r=
.=t-r
lo'lc'i lo t-r
an lF Jl(D .D lc+(Dlo cf l-"td -{ >>o t! l\)
o F 1\)
!
I rjr l('l @ lts- o)(,l lgr (o or lo(,
\.1
(^)5
<.rt
co
l@
l=.tr
t3 l=
F la)
t3 I6
fur l>t;
l9)
a (r)
Ol o o
vl -6
(O
Fr N)o
arl o o Or (0
t-1 6DP 1i'J
..-:.ez
75 soulh frontage road
vail, colorado 81657
(303) 476-7000 oltlce ol communlty development
April 23, L987
Frank Freyer Vail Ventures Unlirnited
l-000 South Frontage Road Vail, Colorado 81557
RE: Building Permit, Recreation Fees for the Terrace Wing and Plaza Wing Phase I
Dear Frank,
fn a letter dated March L7, L987, I had asked that you pay the fuII recreation fee for both the Plaza and Terrace Building when you receive the perrnit. The To!,rn rdould then reirnburse you for
5O? of the recreation fees due to the existing recreation facilities within Cascade Village. Gary Murrian and Peter Patten discussed this process again with Lhe Finance Department
and requested that you be required to only pay 508 of your total recreation fee when you recej-ve the pernit. The Finance Departnent agreed that this was resonable as Cascade Village already has recreation facilities constructed.
I am writing this letter to confinn your receation fees for both projects. The Terrace Wing fee is $l-Or45O and the Plaza Wing
Phase I fee is $1,717. These fees are calculated by:
TERRACE I^fINc
Receation Fee (.25) x Total Building Square Footage (83600 S.F.) : $20,900
.50x$20,900=$10,450
PI,AZA WTNG PHASE T
Receation Fee (.25) x Total Building Square Footage (L3740 S.F.) : $3,43s
.50x$3,435-lat7t7
ff you have any guestions about these calculations please feel free to call me.
sincerely,
Kt^P.h Kristan Pritz
Town Planner
jlr
d a m rfl m Fr ur E > o ol5 s(r)N)pFi^)rJlJ
l:
IE
rr ts H H H Fr rs rs rt, - *'ld
le,
n-(Do a+ v,o,'('
c+aJ' t/, 0)
:'
='-J .D (D -r.O lDc+c+ crk
t\) s
r\)
i o ct gt
c).'o U,
at,
TI
o o a
-t
(D
0)
H
G)
\,5 o
U'n
lf
IB l=)IH lz.
la)l'o t-
la lm
l,-,
@ g)l5 ut lcl l:r trr
t
o
=
| --.1
ls
loJ t! t\) -. N -r l-J lo
lr.r -r5Grt=l4
1\)o rc){
{,.|r
(o
rO
ur -n
F.H_l
.o
UI
o -n
N)f\)
C^t \q)\o {
lo G)l- ;D | '7t lc>It
| -r.l..+
3
o,-t r)
q,
r.o
.@ l-l \r lO C)l.+ to ()
10, -rt 5
l_J )r (D 'c)
-
5f$(roJ(.|)o)G)(.r)5(J.)(,19(O('|5+rFSA('l('t('l (^) (^)(Jl@ @ @ H Fr (() -. lr
l\) lJ F IU OJ (' (' (' Or Or (c) rJ F r\)(o('raFS@@r-oo q)(l)(Jl@@@f\Jr$@OrF
\t (O o \t
a
\ATVrrruRES,,
January 22, 1987
Ms. Krlstan Prltz
Town PLanner
Town of Vail
Box 100 Vall, C0 81657
- 8,400 square feet
- 1,140 square feet
Ilear Kristan,
sLrD4 nas amended in r9g4 to reflect at that time the developrnent program for cascade vi1lage. rncruJed :,n that amendment were rhe Terrace and rhe priza wi;;-;;;irlons ro the llestin Hote1. tl: T:rr?gg Wing design has rinained generalLy the :119 18 that approved although there has beea a redultion io the GRFA fron 55,000 square feet ro sa,a7i-zqi;;;;";; and a reduclion ln retall fron 6,399 square feet to 5,60ti squar"-i""t.
A najor design modification has been nade to t,he pLaza uing.The approved building has been divlded in to three separare projects: 1) Plaza conference center, 2) plaza t{tng Addttion to existing east wing of ltesrin Hotel .na Si Buiiafi! ',g". The previously approved PLaza wine contained'40 guesi"roorna, I5 resi4entlal condoniniuns, 19,500 square fJet of retaiL/oEif." ,pu". and 9,500 square feet of neeting fac111ties.
The revised plan is as follows:
t Plaza VJing Addition (phase I)
- 22 guest rooos (7,690 GRFA)
- 2 hospitality suites (1,650 square feee)
- 1,100 square
Tvo guest rooms corrldor acces s addltlon of 20
feet of retail
* Plaza Conference Center (Phase II)
of neettng facil_lties
of retail
ln the l{estin will be renoved to to the Terrace Wing resulting in guest roons ln the pLaza Wing.
provlde
a net
1000 South Frontage Road West, Vail, Colorado g1657 . 3O3/476_6602
Ms. Kristan Prltz
January 22, 1987
Page 2
* BuiLdJ-ng rfCrl
The addition of Cascade Village chairlift with lts required aupport facilities i.e. restroons, tlcket windows, etc.requlres the development of an appropriate progran for this buildiog. Generally, the buildlng progran lncludes 20r000 square feet of retalL/connerclal, 5,000 square feet of chairlift support and 40,000 square feeE of resident,ial. It 1s also expected that sooe parklng rrill be included. An analysis of the narket will be made in the next four nonths whlch vil1 result ln a detatLed program for this bu1Lding.The prograrn analysis wtl1 also incl-ude the Mansfteld Village
and Cosgriff eltes.
I would propose that the SDD4 be amended based upon the market research and resulting prograur deveJ-opnent. The timing would be during the early sunmer of 1987.
Parking for both the Terrace Wing and two phases of Pl_aza Wing wt1L be acconnodated in the Cascade Village Parking Structure. The Terrace Wiog guest roons will require 102 spaces and tts retal1 19 spaces. The Plaza Wing additlon nL11 require l6 spaces for guest rooms and 4 spaces for retaiL. The Plaza conference center wl11 requtre 70 spaces for neeting facillties and four (4) for retail.
The tota'l parking required for the Terrace/p1aza (excluding retall of. 27 spaces) expansion totals 188 spaces and is entirely acconmodated ln Levels 1 and 2 0f the structure. commitmeDts to Level l and 2 to date total 115 epaces resultlng in a total of 303
.ri;ir";. sPaces. - Applying the 12.5x credit f or nultiple purpose parking results ln a_net, aastgned parklng of.265 spaies.- tire two 1evels acconnodate 272 gpaces leaving a surplus oi 7 spaces to apply to the 24 apaces (87.52 ot 27) required.
Level 3 has been allocated a totaL of 96 spases for the cMC Butldlng. Appr-ytng the credit of 12.52 results'il a ner regulrenent of 84 spaces which wilr be increased by 17 to accounodate the retail in the Terrace/p1aza expan"iorr. Level 3 has a capactty of 149 spaces. conpletion of tire Terrace/pLaza expansion ntl1 result in 4g additional spaces available for the Butlding rtCrt devel_opnent.
Ms. Krlstan Prttz
January 22, 1987
Page 3
I believe the Terrace/Pl-aza expanslon program
conslstent wlth the anendnents made to the SDD4 in
rre are prepared to seek approval to amend the SIrD4 developnent progran for Building ttCtt and the other nore clear.
as modified ls 1984. Ilowever,
as the sites becooe
If you need additlonal lnforoation, please ca11.
Slncerely,
hndre{ D. Norrls
Pres lden t
Montane Corporation
ADN/sb
,H "frtl-
Q-z*.a- (
luttn
75 soulh tronlage road . Yail, colorado 81657
(303) 476-7000 ofllce ol communlly developmenl
March 28, 1986
Mr. Frank B. Freyer III
Vail Ventures, Ljmited
1000 South Frontage Road llest Vail, Colorado 81657
Dear Frank,
I have reviewed your proposal with Peter Patten and Gary Murrain. The
proposal to remove the site debris from the area east of the Wesrin Hotel -
as described on your map is approved as'long as the fo1)owing conditions
are meet:
The site material transferred from the Cascade Village site
to Ford Park must be located within the construction
boundaries for the Ford Park Amphitheater. Please talk to
Jack Hunn about the lim'its of construction activity for the
hmphitheater if you have any further quest'ions on boundaries.I am concerned that the material does not extend beyond the
construction limit boundary so that other areas of the park
are disturbed.
If a building permit for the terrace
July 31, 1986, the vegetation must be
L2, !986:'' ''
If a bui lding permit for :;= cerlacc *ing has nc'- ureen
obtained prior to May 31., !987, a landscape plan must be
approved by the Design Review Board and planted by July 10,
1987.
It is our understandjng that no excavation will occur for the Terrace ll|ing. Any excavation for the Terrace hling bui lding would require a
building permit. If you have any questions about this approval please
feel free to call Gary Murrain as I will be out of town for the next two
weeks.
Si ncerel y,
K'l--h\t
Kristan Pritz
Town Pl anne r
wing is not obtained by
completed by September
\AITVrxruRES, -
March 3, L987
Mr. Gary Murrain
Chief Building Official
Town of Vail Building Department
75 South Frontage Road Vail, C0 81657
RE: Cascade Village
Terrace Wing/PLaza Wing Phase I
Dear Gary,
We are deLivering herewith for plan check, two
complete sets of plans and specifications for the
Terrace Wing and PLaza Wing Phase I additions to the
Westin Hotel at Cascade Vi1-lage.
Per our previous discussion, we are enclosing our checks totaling $15,000 to cover Ehe plan check fee. We anticipate the need for a building permiE
during the first week in April , and would appreciate your cooperation to achieve this schedule. Also
enclosed are the permit applieation worksheets with legal descriptions.
Please let me know if you have any questions or
what additional information or subnittals are needed to secure the building permits.
MONTA}IE CORPORATION
FBF/sb
Enclosures
Frank B. Freyer III
1000 South Fronlage Road West, Vail, Colorado 81657 . 303/476-6602
f V1,/,: {
42 wasl moadow d ve
Yall, colorado 81657
(303) 476-2200
REr WE$TIN HUTEL ADDITI0N$
PRE$ENTr MIl{E McGEE r DICt{
DENNIS BEAIJDIN,
I'lINUTtr$ OF i'lllH"l INl6
Fdhruary Zfi, IryB7
DURAN, JOE N$TIRl$
VHRN DHNNI$nf\l, FR/\hltl FftEVHR
flre deparlment
PROJECTED COI'IFLETION DATE$I Pl eru a Pfr a$$ I Plaua Fha,sta II "f'er r iilc tn hJi rrcl
Deircertnber , I ?87
[c.rcemtrtnr , 199{l
December' ,, l cl$8
P-kaza".rHA$"8"_.t.
Bc rri@rs! Barrierrg beltwtEen occr"rcriwri ursi',n and consitrLtcti orl arera murEt be ccrnEtrltcted ,so the f:ir-e Depar-tnttant-. c*rn q:1cl llhl"rr"nurql'r '[o ct,ilr:i. n acc*rrsE to t]re titandpipe (pnsaibly "it wood {ramm wi Ll"r lr/,:.,,'f,ii X s,he*trmcl* sn e+lcl'r r;ide).
New riser and erti tti mltet b e .t-n.....-S.e.f..y..1.1;.!$. f"rte f mr-el tlre t ern;:r mr" ar" i rns flre taktlrr
down.
At"rdibilityl Ampe muret hur
Bathroorn Exhar-rst r DLlct!i
Hmse Cab i npto I Hcree ancl
alnd connectorr (neod [ " /:l
DwtectorE in Atticr t\dd
ex i st i ng sg:,nc i nE .
addecl ns neecJei'd hn cover al
to nutur cle.
vaX veaE in tfrm Eanre carhinr.'tri
" r'eadutt:: wr ) "
photo*ml mc'[ri c drirtriru'l,mr"s i n
I new $Fls6\lterEi.
-" l(tql" 1 x1 /:e,,
attic fisi p€r
hn$$l
Fire Rat-eid FIarr-i epr l 6 - 1? nrl . viirpor' h,i:lr"r'i err" iirncl ,f irrsl r"rrtercl barri err'*ieparati rrg t:hel existinn attic anncl r:::r:rnstr,"t.rr::t i mn (tm pr"mtorct deltcpctoi"li ernri *prinhlelr heads) tlftctt-tl cl extr*rrd thr-gltqfr tli* att:ic to tfr$ rgo.f .
Foltrth Floorl Firer exit may hnve Imw hsilficj c 10,.;,rrance: this wiil bm checked at t,im6! o.f conrntrlrc.hlon.
Hospitality 6uiteer $in6lru t;'h;irt:lmn $;rn$frsir de+.hffifitmrs with an irol atori thernral and wpeakurr irr oacl-r roofll .
a
WEBTIN HOTEI. ADDITIONS
FIINUTEG OF MHHTINF
Februrary 25, lqgf7
Page 2
Emergency Sytnt,enn Thss trane{mrmmr .f fir' tfrs! +ii}lnri}T'qJ6'rrcy Eiy6'LEm wi l1 hs
replauoad, ati it is ovorlomdmd.
Dmutble Wide Trailersl To be sprinlllered 1$D clr.rr.t to lacll o{ neceasary
acc$$ril LIFC Ar"ti cl e lO.
REOUIREDI Recorti{icatiFn uf q.n-t"'t.rj$. {j.r'er alarm uyuitt'i'm when {inisihsd.
1E.BBAS$--!{-INH-"*$I*PHASE I 1.
FDC / Hydrantr Neur hydrant arrcl tiiafte$isr clmnnmctli$ns {or the Teprra6s Ninq
and Plra!6e II will all htit in {:ho rame r:rl acm at tlhnn r:ior.,rtlr i*hcl e.f t}rcs wat.e+r'
cx $Ltr sF ( I;lndc*r:arped) .
Phaee II $ecmnclury omnrand FoirrtI Fir'ti, D+*pnr"tnrwnt requri rmsi Flan€ll to hnve
a voic$ annLtfi{:i atmr",, ni L+irncmr", r" c*lt't+{:, r;lw;i,tch alncl src.lqclrrclar.y rni fir"$ph$nra,
Tlrm panerL will Lre L ocartmd in al 4'x $' riiitilclt imn u{: hfrm pre*ent c$drt r'frmm*
T'he roctm ehnL'l havte h,wo"*trour" cclrrsLr-urc Lion and nm l{Vllfi,
New PnnmlI Tho pfinel {or''h,l're ircldi'tiofr!$ will hm a l}00 A ffiamn*well micrct
procecBclr tywtem ( as oppmmed tH 'b.hol l.'ll)l:{ l()()(::l ,:iylii'lltil r i, n thm surrent,
*trutctutne).
firalconiest .$prirr]rlmrs will not hs irrsital lecl urncleltfre.r tralconi errs, as it
has been prov€in to br re not nmc6iii$ary.
!{VACI The Fi ro' Department errprensiEecl noncurn on |-IVAC i rr the Terrace l,rl i nq!corri dore arrd @levator Eha{ts.
Road Drainager The Fire Departmen't recnmmends arJdi rrq ar sand trap belmw
the loadinq dock area to catch r'ordd drairraqlm and any upillo ttr"nt rnay
Clccur.
$UBI'IITTED EtYl /lrl ene Kr"ennan
Februrary I6 , 19{17
75 south trontage road
vall, colorado 91657
(303) 476-7000
January 16, 1987
fy'.rx .Z
f/a1 , r./,: -"
offlce ol communlly development
possible so that the staff will be
review steps. If you have any
476-7000, ext. 101.
Mr. Frank Freyer
1000 South Frontage Road
Vai1, Colorado 81657
Re: Plaza Wing
Dear Frank:
Eefore I will be abte to_answer your questions concern.i ng the review process for-the Plaza lr|ing, I will need iome additional information. please submit the fo11ow'ing items so that the staff will be able to determine if ttre-pliii Wirg'will need to be reviewed_by.the p'lanning commission/Town council, p'lanning
Commiss'i on, or just the Design Revjew Board:
1. A'l etter that compares the proposed plaza wing to the previously approved Plaza Wing. The letter should incluie a briei summary of the differences, proposed uses and sguare footages, prrting requiriments is wel I as phas.i ng .
2. A site plan for the building that shows the buirding footprint in relation to the VJestin Hotei/Terrace lling, etc. Th6 site'p1an should be similar to the approved master plan that-you reviewed in our office.
3. General e'l evations of the building if possible.
Please submit th.i s information as soon as able to let you know about the appropriate questions, please feel free to cail me ar
Si ncerely,
r/. \ n,\
lntFrn Vrfl^
Kristan Pritz \
Town Planner
KP: br
// t /ftYll VVL
Chen0ssociates sOsORoadr* O
Glenwood Springs, CO 81601
303/945-7458
Qt- "n1 -t-1/$tr--'
dil\'S
Casper
Cheyenne
Colorado Springs
Denver
Fort Collins
Rock Springs
salr Lake city
San Antonio
lvi,-.;'
Subject:
lJest in HoteI
c,/o Norris Realty
1000 South Frontage Road, Suite 200
Vail, C0 81657
Attn: Frank Freyer
Gentlenen:
This report presents the results of our observation of
exploratory piLs excavated below slab subgrade for the proposed
Hestin HobeI Addition, Cascade Vi.Ilage, Vail, Colorado. The
purpose oi the exploratory pits was to observe the deplh of fj'li
within the proposed building area in order to assess foundation
bearing conditions. This work was done under authorization from
1.1r. Freyer.
Chen and Associates, Inc. performed a geotechnlcal study af
the subject site reported under our Job No. 24'894, dated March
10, 1983. The proposed addition area has apparently been sub-
stantially regraded si.nce our previous study.
The area of the proposed addition is located directly east of
the existing hotel. The building area had been excavated down to
approximate slab subgrade prior to our site visit. We understand
that t,he assuned soil bearing capacity used for design purposes
is 5000 psf.
A field exploraLion program consisting of four exploratory pi.ts was performed on June 17r i986. The pits were excavated
with a JD-510 backhoe and were located as shown on Fi.g. 1. Logs
of the exploratory pits are shown on Fig. 2.
Subsurface Conditions: The soils encounLered in Pit 1 consisted
of 2 feeL of sandy fill overlying approximately 2 feet of organic
sandy silt. Reddish-brown sandy graveJ. and cobbles were encoun-
June 23, 1986
Observation of ExPlorat'orY
P its, SIab Subgrade,
West,in Hotel Addibion'
Vail , Colorado. Grto-e-
');t(Job No. 4 228 86
Westin Hotel
June 23, 'l 986
Page 2
tered at a depth of 4 feet. The soils encountered in Pit a consisted of 2.5 feet of gravelly fill overlying the natural silty sandy gravels. Pits 2 and 4 showed dense sandy gravel and cobbles aL slab subgrade. These pits were not deepened in order to avoid disturbing the soils at footing grade. The soils
exposed at slab subgrade in the building excavation t,o the north of Pits 2 and 4 appeared to be natural sandy gravel and cob-bles.Although large boulders were not encountered in the exploratory pits, excavation for the existing building encoun-tered many large boulders and we anLicipate Lhat they will be encountered in the footing excavation.
The samples obtained during the field explorabion program
were subjecLed to laboratory testing consisting of a consolida-tion test, a gradation analysis and in-siLu molsture and density determinations. The test resul.ts are presented on Figs. I and 4.
Free water was not encountered at the time of excavation in the exploratory pits. The natural soiLs were moist. SeasonaL runoff and perched water conditions may result in higher ground-water condltions at other times of Lhe year.
Recommendations: The proposed addition can be founded on spread footings bearing on the nabural sandy gravels below all fill and any sofL natural soils. The assurned design bearing pressure of
5000 psf recommended in our previous study should be adequabe for footings placed on the natural gravels. Due to the nature of the on-site natural soils and their cLose similarity bo Lhe on-site fill we recommend that. a representative of the soils engineer
should observe the footing excavations as they are excavated. We
recommend that the sfab subgrade be proof-ro11ed with heavily loaded rubber-tired equipment. Any soft spots should be removed and replaced with conrpacLed fi1l.. The proof-ro1ling should be observed by a representative of the soils engineer.
Limitatlons: This report has b,3en prepared in accordance with generaily accepted geotechnical engineering practices in this area for use by the clienb for design purposes. The conclusions and recommendat,ions submitted in lhis report are based upon the data obtained from the exploratory pits excavabed at lhe foca-tions indicated herein and the previous exploraLory borings made at the siLe. The nature and extenb of variations across the slbe
may not become evident unfil excavation is performed. If during construction, existing fil1, soiI, rock or water conditions appear to be different from those described herein, t,his office should be advised at once so reevaluaLion of the recorrmendations
may be made.
Chen&Associates
l.lestin Hobel
June 23, 1985
Page J
If you have any
tance on the project,questions or if please do not
be of further assis-to conbact us.
truly yours,
AND ASSoCTATES, rNC.
we can
hes itate
Very
C HEN
DEH,/ ec
Rev. By : S.L.P.
.4i'4'" --oi
fii l szzz :..4. _+t
i4ti'..;r.i3e\
:?- **j jl'l;.. -"c$.:'-iri;n,ur,i$*rti'i,!l$Daniel E. Hardin
Chen&Associates
APPROXIMATE
SCALE
t"= zlo'
I ',acAv(trin't&e(/'rZ'ly;%
l
EXCAVATION
LEVEL
ELFr'ATION= 35.3'
t
PIT 1
PIT 2 I
PIT 3 I
4T4
I
EXISI1NG
WESTIN
HOTEL
..+- GORE CREEK +
4 228 86 chen rnd m$ocietes, inc.LOCATION OF EXPLORATORY PITS Fie. 1
Pir I Pit l I'i r .;l, it -1
F
S lab Subgra.Jc --_f ffi-
IVC- l5 . s
Dl)= t{)8 - I
- 20t)= 5 -5
S I CVC
I
--l lfc=,3.6
i*4=54
i- 2{)t)= 13
[,egend:
Fi11; sand, gravelly rii.th cobbles, silty, dark brown
Silt (NIL); very sandy, trace orgllnics with occasional cobbles, llrnvel, motst,
reddi-sh-brorvn.
CraveL (GII-GC); sandy', siltl', sLightly claye)' rvith occasional cobbles, moist,
reddish-brorvn.
Gravel (GII); cobbles and boulders, sandy, slightl)' si1ty, sli.ghtly moist,
1 i. sht brotvn .
Relatively undisturbed hand driven Iiner sample.
BuIk Samp le
Not es :
1. Exploratory pits r*ere excavated rvith a,JD-510 backhoe on June 17, 1986.2. Locati.ons of explorttory pits tvere measured approximately by pacin.q frorn
features shorvn on the site plan provided.
3. Elevations of exploratory pits rvere not measr,rred and logs of exploratory pits are tlrarsn to depth.
4. The explotatorv pit locati.ons and elevations should be considered accurate
only to the degree impl ieci by the method used.
5. No free water was encountered in the pits at the tine of excavation. Fluctu-
ations in r{ater level may occur rvith time.
6- Laboratory 'l'es t i ng Results:
t{C = lVater Content (%)
DD = Dry Density (pcf)
+4 = Percent Tetained on No. 4
-200 = Percent passing No. 200
l,ogs of lixn l oratorl, Irits,
Lcgcnd trnd \ot es chen and rssocirtes. inc.
0'n antl associ:rtcs. in.. O
dP0
I
l/|-
d}q)
k
e^
+
5
6
'7
0.r lo l0
APPLIED PRESSURE - ksr
4 228 86
1,1,,, it:,,., ,,,)nr,rnt : 13. I ;ltfr.:,'r:l
L;'./ rir,,r ,l,r.,r()nt = L08.1 Dr:r
'l.rrnr)r,.,,r' Sandy Si.lt
r, .,, Pit 1 at 3 feet
I
\--
\- Addi 10n 1
comP
cons
due
ant
ow
on
pr
,+f .nI
dt
ul
I
e
I
SWELL-CONSOLIDATION TEST RESULTS Fig. i
CA"?-/9
chen xnd ls:i0ciates, inc.
t 19 ..1 Jg 0r2 20
OTAMETER OF PARTICLE IN MILLIMETERS
1,.
'10
,lO z
c
z
o
1
z
I
c
70
60
o
z
2
(J
CLAY TO SILT
GRAVEL 54 '\
LTOUIO LIMIT
sAMPLE oF siltY
sANo 33 ,h SILf ANO CLAY
PLASTICITY INDEX
sandy gravel raov Pit 3
4 feet
at3 feet to
24 f{R 7 HF
IIM€
60 MrN r9 MrN I Vlrl
r i J;ANOAIiC
OIAMET€FI OF PAF'ICLE IN MILLIMETERS
'too '5O '!o'30 tB
oil r.r9 r 59O 119 QJb .tn 952 nt2 ?0
z
z
60()
fo
80
ta2 12,
t52
CLAV IO'iILT
GRA',/I L
LlotJto Lliil l"
5;AMPLE OF
4 228 86
0r slL r ANo cLAv
PLAS''CITY INOEX
SANO
FROM
G FTADATIOIi TEST RESULTS
.. /r,rrr1|ull. rEa 'lttlAL- 7';lS
SlEV€ ANALYSlS tiYOROM€7€A ANALY 5I5
Fi9
COBALE S
Huk{
i o
chen and associates
CONSULTING GEOTECHNICAL ENGI NEEFS
!060 no. l5a oLE WOOO SFfitNcs. coloRaoo srrot 303/e.5-7.sa
SOIL AND FOUNDATION INVESTIGATION,
FoR pRoposED pHAsE r, TERMCE sutt.oiNc,
WESTIN HoTEL ADDITTON, CASCADE Vrlu,cn,VAIL, EAGLE COIJNTY, COLORADO
Job No. 24,894
Prepared For:
I4ansfield Limlted
1000 Sourh Frontage Road West Val1 CO 81657
Attn: Jere WaL Eers
OFFICES: CASPEB r COLOFAOO SPRINGS. OENVEF O SALT LAKE CIry
March 10, 1983
o
TA3LE OF CONTENTS
CONCLUSIONS
SCOPE
PROPOSED CONSTRUCTION
SITE CONDITIONS
SUBSOIL CONDITIONS
FOUNDATION RECOM}4ENDATIONS
FLOOR SLASS
IJNDERDRAIN SYSTEM
I.lMITATIONS
2
2
J
3
4
6
6
1
r ruut(E _l-
FIGURE 2
FIGURE 3
LOCATION OF EXPLOMTORY HOLES
LOGS, LEGEND AND NOTES OF ExpLoMToRy HOLES
GRADATION TEST RXSUI,TS
CONCLUSIONS
L) The subsoil conditions encountered aE Ehe site were relatively
unlform and consisEed predornlnantly of gravels, cobbles and boulders,
Signiflcant portions of the site were found to have been covered
with nan-placed fill whlch was encountered to a maximum depth of 5
feet. Frequent J-arge boulders and dense cobble layers were
encountered within both the fill and natural subsoils.
2) ExpLoration to beloi^/ probable bearing elevation generally could not
be conduct,ed due to materlal size of the natural gravel_s. Obser-
vatlon of the completed building excavacion shouLd be conducted by
a representative of this office to determine suitability of
bearing conditions.
3) Spread footings placed on the natural dense granular subsoils
designed for a maximum soil bearing pressure of 5000 psf are reconrnended
for support of the proposed structure. The existing fill material
ls erratLc with respect to eirgineering properties and should be
removed from beneath the entire building area.
4) Due to high boulder and cobble content of the natural subsoils,
difficult excavatlon conditl-ons should be anticioated.
o
-?.-
SCOPE
Thls report Presents the results of a soil and found4tion investtgatlon
for the proposed Phase r rerrace Building, cascade vilrage, Vall, Eagle
county, colorado. Recorunended deslgn parameters and a discussion of
geotechnlcal engineering considerations related to the construction of
the proposed facility are Lncluded.
Inc .
1)
GeoEechnical studies previously conducEed by chen and Associaces,
and utilized as background lnfornation to this report are as follows:
ninium DevelopmenE. cascade Vtl1ags. Job No. Lg,s6z, d.ated November
13, 1979.
2)Soil and Foundatlon fnvestigation:Proposed Cascade Sports and
Parking CenEer, Cascade Village, Job No. 23,4g7, daced January
26, L982.
Soil and Foundatto[
Inves E isation :
3)Invest aEion:Proposed l^lest liaven artments
at Cascade Villaee.Job No.23,503,dated February 16,L9e2.
PROPOSED CONSTRUCTION
The proposed structure wirl consist of a major addicion to the
existing westin HoteL. The strucEure will conslst of 2 r^rings to a
maximum 5 srorles in height and conslructed of steel frame with metal
decking and concrete slabs. The l-owest, floor level will be at erevation
36 feet and wil-1 be connected to the existing east r^ring of the westln
Ilotel by way of a tunneL. Lower floor leveL for the remainlng addltlon
located to the irrnediate northeasc will be 41 .5 teet. proposed cuE
depths below Ehe surrounding ground surface will range !o a raaxl-mum on the
order of 15 feet. some filling on the dovmhill side may also be required.
Foundation loads are expect.ed Eo be relat.ively heavy. rf building plans
-3-
vary significantly from those descrlbed, this office should be notifled
for re-evaluation of the recommendatlons contained herein.
SITE CONDITIONS
At the tLne of the fleLd {nvestlgat,ion, the site was belng used as
construccion staging and parking areas. Mlscellaneous Erash and debris
f111. piles were scattered about. cutting and filling on the order of
several feet, appeared to have been conducEed at the si.te curing construc-
tl'on procedures for the westin Hotel. Fill depths were erratic but
generally appeared to be greatest over the south hal-f of the site.
ropographically, the general area has a natural grade down to the south
terninating in Gore creek. An estirnated elevatlon difference across the
site of from 30 t.o 40 feet exists, with Gore creek approxirnately 20 feet
lower ln elevation than the southern extent of che proposed developrnenE.
area. vegetative cover across the site has essentiarly been removed and
no najor dratnages cross the area. Approximately L to l! feet of snow
covered the site at the cine of the field work.
SUBSOIL CONDITIONS
The subsoll condittons at the site were lnvesligat.ed by drtlJ-tng
fLve exploratory holes at the approximate locati.ons shown on Fig. 1.
[lany areas of the siter especially che steeper southern and eastern portions,
nere not accessible due to irregular terrain and construction equipment.
Graphic logs of the subsoiL profiles and a description of che soil types
are presented on Flg. 2. As indlcated by the Logs, the subsoils consist
of a variable depth of man-placecl fill overlytng natural, dense ro very
dense si1ty, sands, gravels, cobbles and boulders, with occasional siJ.ty
sand lenses. The natural gravels extended to the maxj.mum depth explored,
-4-
14 feet. A gradarlon analysis conducted on the ninus 3/4 inch fraccion
of this deposit ls presented on Fig. 3. The fill encounEered was cornposed
of loose sands, gravels, cobbles, boulders and mi.scellaneous trash and
debris and because of prevlous construction acltvr.ty in the area the depth
of existlng fill w l likely vary conslderably across the site. Due to
compositlon of the f111, it is noE suitable for support of the structure.
Free rrater nas not encountered at the hole l0cations and, the natural
gravels were generally moist.
Practicai drl1l rig refusal was met within al-1 hol-es due to cobble
and boulder contenr of the underlying natural deposit. At Holes z chrough
5 exploration Eo below probable bearing level could noE be conducted due
to refusal. Previous investigaEions in the general area indicate a very
hard siltstone/ sands tone bedrock underlies the granular soils.
FOT]NDATION RECOMMENDATIONS
Based on the subsoils encountered and type of construction proposed,
spread footings placed on the natural course granular subsoi.ls should be
suitable for support of the structure. The following design and construc-
tion crlteria should be observed:
L) Spread footings should be placed on the natural sand, gravel,
cobble and boulder deposit below any exi.sting fi11, topsoll or loose
soils and designed for a max imum soil bearing pressure of 5000 psf.
2) spread foocings should have a minimum dimension of lg inches for
wall-s and 30 inches for columns.
3) Dlfficult exeavation conditions should be anticLpated due Eo Ehe
presence of boulders in the naEural gravels. I,Ihere the naturar
soils have been disturbed due Eo excavati.on equlpment and boulder
rernoval , loose soils should be removed and foundation bearing
4)
5)
-5-
should be lowered to che undisrurbed materl.al, Local depressions
resulttng from boulder removal should be filled with concrere or
approved structural fiJ-1 compacted to a minimum L00z standard
Proctor density. wlthln the rower southern end of the buildlng,
deepening che foundattons below design grade to suitable bearlng
materials should be antlcipated,
In deeper cut areas bedrock may be encountered. If bedrock is
encounEered during excavatlon, this office should be nocified to
observe the excavat.ion and detetmine suitability of the bedrock
for beari.ng conditions.
Due to the lrregularities of the bearing surface, especially along
continuous wa11s, foundations should be adeguately reinforced to
span an unsupported length of at leasE 10 feet.
Exterior foundations or foundations placed beneath unheated areas
should be provided with adequate so cover for frost proEection.
Foundatlon valls actl.ng as reeaining walls and backfilled with
granular material similar to the on-site soils should be designed
to resist a lateral earth pressure based on equiviJ.ent fluid weight
of 45 pcf. Backfill behind rer.aining warrs shourd be compacted to
a minirnurn 9o"l of standard proctor density, The natural gravels at
the slte should be suitable for use as backfill provided oversized
rock is removed prior to placement. Any surcharge loading such as
from adjacent vehicular traffic should be added to the lateral
earth pressure.
Resistance to Lateral and overturning loads can be calculated
utlllzing a passive earth pressure based on an equivilenc fluid
weight of 450 pcf. A base friction value of 0.5 may be used to
design against sliding. Backflll placed against footlngs should be
6)
7)
8)
granular and compacEed to at least g5z standard proctor density.
9) The compleced excavalion should be observed by a representatlve of
che solls englneer prlor co concrete placement to assess bearlns
conditlons.
settlements of spread footings plaeed on the natural course granular
subsoils are estimated to be relatlvely minor, less than 3/4 inch total
and L/2 inch dlfferentiar, and should essentially occur during consE.ruc-
tion.
FLOOR SLASS
The naEural soi.ls exclusive of topsotl are sultable t.o supporE.
lightly Loaded slab-on-grade construction. To reduce darnage due to
slight differential slab novement, floor slabs should be separated from
all bearing members r.rith a posiCive expansion joint and be ad.equately
reinforced. A minlmum 4 lnch layer of free draining gravel should be
provided beneath all slabs. The gravel should have Less than 5z passing
the No. 200 sleve and at least, 50* retained on the No, 4 sieve. slabs
should be provlded with control joints and be adequately reinforced.
Any fill requlred below floor sLabs should be non-expansive granular
soi.ls compacted to a ml-nimum 95% standard proctor density. The on-slte
solls, free of debris, topsoil and oversized rock should be suitable for
use as structural f l_11 .
T,NDERDRAIN SYSTEM
Free water was not encountered within the exploratory holes to the
maxirnurn depth driJ.led, L4 feet. However, with seasonaL fluctuatlons
ln the ground water and,/or development of a perched condition, water 1evels
could rise to lower floor 1eve1s. Therefore, a foundatl.on draLn should
o
-7-
be provided to procect below grade constructi.on from wect.ing and prevent
{rater level buiJ.dup behtnd retaining wa11s in the event of free water
developrnent. The underdrain system should consist of a perforated pipe
lnstal1ed in a gravel filled trench placed at least l foot be.r.ow lorvesc
adjacent floor slab grade and sroped on a minimum l_z grade to a suitabLe
gravlty outlet.
LIMITA?IONS
This report has been prepared in accordance with.generally accepted
soil and foundarlon engineering practices in Ehis area tor the use by
the client for desi.gn purposes. The conclusions and recomraendati.ons
submitted i.n this report are based upon the daEa obtai.ned from the
exploratory holes drilled at the locati.ons indicated on the expLoratory
hole plan. The na.ure and extent of variations between the exploratory
holes may no. become evident unEil excavation is performed. Irhen the
building excavation is completed,.this office should be nottfied for
observations of proposed bearing strata, and re-evaluatton of the recommenda-
tions contai.ned herein.
CHEN AND ASSOCIATES, INC.
Ronald J. Vasquez, P. E.
Reviewed By
Steven L. Pawlak, P.E.
RJv/ko
cc: Briner Scott Architects
By
sd\.o)'.. )o
Proposed
Tunnel
Westhaven Drive
IndicaEes app roximate
proposed building foot
princ
NOTE: Contour 1i.nes indicace
approximaEe ground sur face prior to Westin Hotel
development.
Approximace Scale: L/32" = 7,
Be nchma rk
Finished Floor
Elevation=47 .5
Creek
Exis E lng
Ll.ne
uor\ s
\
Proposed ,J}* ,
\
i;il;'"[;il; \
Lower Floor Ele\tion \= 47.5 feer \
\ i-l
L_.i
elevator
le4
\o Hole 3
\
\
Hole 2
O \
Lowetl Floor
Elevafion = 36
I
I
I
r".J
Ho 1e
chen and associates, inc.LocaEion of ExPloratorY Holes
Hole I
El . =45. lr
tlole 3
El . =48.6'
Ilole 3
EL. =47 .41
Ilole .l
El.=64.2t
llo le 5
El.=64.5'
i,SSEND:
Fi I t , sand anci giave i with cobbles " boulders ::"^d mi xed
debris, loo.se to nediun dense, mcist. brown.l0/3,30/s
2s/6,4s/6
20/o
2r /12 Sand S gravel (Clr!). cobbles
wlth depth, occasic ri silry
rounded, nrois!, brcwn,
& boulCers , s i i, t. i'.. ciean
sand lenses, vc.t - dense,
h
f"
L-,t;ir
l--r
Standard Penetia: icn iest .Sample
<ni i indicrres ,-hat 5J blorvs of
30 inches rvere reouiied to cirive
Discurbe.l BriLk Sarnp l,
AS'lll D-158r:. The syrnbol
a 1.1(J :b. ha:.n:r falling
t:he sanpler i:nches.
F tll
z
F
,-l
?0 /0
20io
l0/3,20/3
zJlo,
30/6,
l
i
Holes were driiled b-^twee:r Feb|uary 2? an4 Ferruary 28" tSEJ with a 4-inch dianeter cotinuous flight prl.ie:i' auger.
Ele.,rations are apFi.Jximate anC refer tc the Sencl..nark
shown on Figure 1.
No free water was encountered in the test. i'1ales at the
time of drilling-
lr/C = liater'Conceni (?);
-200 = Percent Passing No. 200 Sieve;
NP = Nonplast ic
LOGS, I,EGEND q NOTES CF
EXPLCRA'TORY TIOLES
s0/s
r00 /7
roxinate Elevatrtions of
er Fi.nished F lo(oc r
I
- App
Lorv
40 /6 , 60/6
llC=7.8
-200=21
NP
i.iOTES:
lt
t\
3)
4)
I
I
I
I
5
!:<
24,994 chen end assoclates, inc.
. ':e-z-zg
2.7HR
15 MIN
HR.
chen and associates. inc.
r l9 2 20
60 MtN r9 MrN r MtN r MtN
CLAY TO SILI
0.r 2
OIAMETER OF PAFTICL€ IN MILLIME'TERS
J', 56 8-
=F
z
o
z
z
a
.E
o
z
z
zL "\
NP
'l -l 1r I
50
60
70
1
4
z
o
GRAVEL L4"h
LIQUIO LIMIT
SAMPLE oF gravelly
65 "" stLT Al'ro cLAy
PLASTICITY INOEX
SANO
silty
2a
.15
lm
HH 7HR
'5 MIN
IIME
60 MrN 19 MrN .l MIN I MIN
CLAY TO SIL I
sand FRotut Hole
042 20
DIAM€TER OF PARTICLE IN MILLIMETENS
qo S|LT ANO CLAY
PLASTICITY INOEX
FROM
4 /6 .J 52 i9 |r21
GRAVEL
Lrouro LrMrl
SAMPLE OF
24,994
I
HYOROMETER ANAT.YSIS
\rlE 3 rl.l
HYOROM€TEN ANALYS'S SIEVE ANALYSIS
GRADATION TEST BESULTS Fig
r52
Project Appllcation
/kpltuA
rz/to, 'Date
L Proiect Name:
Proiect Description:
Contact Person and Phone
Owner. Address and Phone:
Architect, Address and Phone:
Legal Description: Lot Block Filing Zone
-
Comments:
Design Review Board
Date
Motion by;
Seconded by:
APPROVAL DISAPPROVAL
Staff Approval
,
November 5, 1982
Jere l,lalters
llanfield, Ltd.
f000 S. Frontage Rd.Vail, Colorado 81657
Dear Jere:
0n November 3, 1982 the Design Review Board
facade revisions and sign as submitted.
r+el /h/</
department of community development
DRB Submittal of l1-3-82
approved the l^lestin Hotel
lnttn
75 soulh fronlagc td.
vall, colorado 81657
(3031 476-7000
Si ncerely,
7'-*Jfm Sayre
Town Planner
JS:df
42.-'-
1 ,.'
Proioct Name:
Project Appllcation
o^,. lolq lq t
Project Description:
Owner Address and Phone:
Legal DescriPtion: Lot
Zone:
Zoning Approved:
Design Review Board
PA/LKf/4
or,. NOU l
DISAPPROVAL
Motion by:
Seconded by:
r-"o
Summary:
Zoning A
Date:
Chief Building Official
A Det,eblnneflt of Mar$rteld, Lld.
October 1,9, L982
l,Ir. Jin Sayre
Town of VaLl
75 South Frontage Road
Vai1, Colorado 81657
Re: WestLn llotel Vail .
Dear Jim:
Enclosed pLease find drawings showing changes made to the exterior of the hotel since the original approval by the
Design Review Board.
As Andy Norris has previously discussed with you, these
drawings are for Design Review Board staff approval.
If you have any questions, please give me a call.
Sincerely,
Jere ters
Director Project Jl[/jh
enclosure
,llorttane Corprttion, ,ltawgng (;enenl Rfinel .fxn .buth honktpe Road West, Veil. C,obra&t 81657 - 303/4764()02
i
i
tgF
$€s Eg
$
{
I
:$
I
il\t L s
o
M t
M
dJ
k
_l $
h I
L
\l ,
tI]
in l 1
box l(Xl
v.il, colorado 81657
(3{r3l 476-5613
February 22, 1982
Andy Nomis
Box 2941
Vai'l , Colorado 81658
Dear Andy:
0n February 17, 1982,
change in the co'lor of
and Learning Center to
Si ncerely,
depertment of community development
RE: DRB Submittal of 2-17-82
the Design Review Board approved the
the roof material on the Westin Hote]
"1ow gloss dark brown nebu'lar".
/^
Jim (ayre
Town Pl anner
JS: df
Profect Application |)
,"," ,412/ge
Projecl Name:
Proiect Descriplion: (
Contacl Person and Phone 1o1a:L-
Owner. Address and Phone:
Archilect, Address and Phgne:
Legal Descriplion: Lot Block Filing Zone
Comments:
Design Review Board
Motion by:HLh t UYE xl
Seconded by::1.4Wl,\\
DISAPPROVAL
]jo
Summary:
?t'u"' J -",- ^-/ Town Ptarr6er /tl orn"- z- / l'l l1L-'
'/
E statt Approval
dl,>| -{*lohl yk
TruWSNN HOTTI
Vail
Number 2
n{ *+
SalesOffice
Patricia A. Reinhart.
Director of Sales
Preopening Office
1000 South Frontage Road West
Vail. CO 81657
Phone: (303) 476-7111
Opening Date
November 1982
Number of Guest Rooms
Total: 400, including 7 suites
Phased guest room oponlngs:
November 1982 - 185 guest
rooms, including 7 suites
November 1983 - 64 additional
rooms
November 1984 - 64 additional
rooms
November 1985 - 88 additional
rooms
Arorage guest room saze:
21' x 14'6" (300 sq. ft. including
bath)
Guest room b€d mlx:
Double/double -5O7o Oueen -50%Five guest rooms will be equip-
ped forthe handicapped
i.; ?._]
Guest Room Features
Cable television with radio.
Touch{one telephone. Alarm
clocks.
Locatlon
European Alpine Resort. Part of
Cascade Village, a year-
round mountain resort at the foot
of Vail Mountain. Approximately
two hours' drive from Denver
and Staoleton lnternational Air
port. Local airport is served by
Rocky Mountain Airways f rom
Denver. Transfers from Avon
Airport to Vail, 7 miles
Facilltles
Creperle - Seats 76 with 32
outside seats
Formal R$taurant- Seats
128 with 56 outside seats
Lobby Lounge- Seats 60
Cocktall Lounge- Seats 88
with 32 outside seats
Room Servlce- 24 hour
Outdoor poouwhhlPool
Sauna + Spa
October 1981
GuestServices
A complete Athletic Facility, in-
cluding indoor lap pool, outdoor
summer pool, and the Nautilus
health club.
Four indoor tennis courts. Indoor
track. Four indoor racouet/
handball courts. Two indoor
squash courts. Club restaurant
and bar. lce skating. Ski and
bicycle rentals. Covered park-
ing. Exquisite shops in the hotel.
(Opening in 1983)
!*y {ti .q ':.'" ..*t.:i, "
q4
rt
.:
Flrst L€nol - 2,tfl0 rq. ft.
Meeting Room 1A 660 sq. ft.
Meeting Room 18 490 sq. ft.
Meeting Room 2A 735 sq. ft.
Meeting Room 28 525 sq. ft.
Meeting Faclllties
Function iooms available in
three areas: the Learnino Center
Building, the hotel, and tle Plaza
Building.
lrarnlng @nter Bulldlng.
Provides a total of 11,410 sq. ft.
of meeting space including a
special auditorium, meeting
rooms and a multiple purpose
room. In addition, a specialty
restaurant with 90 seats and a
lounge with 60 seats.
Second Lgrrel
The 5,500 sq. ft. auditorium/
theatre with a seating capacity
of approximately 285 people.
And the 1,200 sq. ft. multipur-
pose room which can be used
for an exhibition hall and/or
additional meeting room(s).
Fourth Lcvel - 2,210 sq. ft.
Meeting Room 5 495 sq. ft.
Meeting Room 6 535 sq. ft.
Meeting Room 7A 590 sq. ft.
Meeting Room 78 590 sq. ft.
ThetYestln Hotel. Five meeting
rooms/parlors at ground level,
each measuring 300 sq. ft.
And at lobby level, a 3,500 sq. ft.
ballroom with adlacent pre-
function and deck soace.
The Plaza Bulldlng. Opening in
1983 for meetings and confer-
ences.
Meetlng Equipment
Equlpmeht provlded by the
hotel at no chargs: lnstalled PA
system, lectern, portable and
floor microphones, podium,
padded metal stack chairs,
blackboards, easels, cork-
boards, pads, pencils.
Equlpment proylded by local
wndors at a charge: Portable
PA systems, phonographs, reel
and cassette taoe recorders.
projectors and screens, remote
control cords, individualized
directional signs, name cards
and holders.
Meeting Serviccs
Prwldedby local vcndors at a
chargc: messenger service,
stenographer, print shop,
photographer/photo shop,
display builder, audiofuisua.
operators and repairmen,
security guards.
CreditCards Honored
American Express, Carte
Blanche, Diners Club,
MasterCard. Visa.
Ot" ?t ftza-
6. flu/m-zr tl .'ofFrffiiwa+t/A72t/laT€
rAeant/6 fu&/S / @s//aa,uaeq, ladZkKaztl
C, ha,tormtfrL /furrt znnn t
./ W[za)rrcL. K/rclcN) .tuf z#,/ ,-r/<-arol te t ,t.\.rL.6-. ,-.r r.-ftolY .o-: e T
9 ru/ "rrr"rfu ;" ar^er-//(/?"y/ rdrr/ ru /q,y ^:-' t^ -zU (l (
b.i trceauaofrta-a./ al trs :
,ffit\ffiffift 243y'7= 6?8
/ a54 tZ
/a-?a-.fr a4Lfu(
FtzsT .
4. StrW F-4t-//A,g : /4yaryg,&ar/r,*2../ K/7Chg{/
%-@aa / IATS, /a6&a, fu (F / 8&
ktrct/az./ 3o3{d
?./4/^/h &?)o( 3739 tr 4rz /rsz sfr
6. ffsrtu- (, * uu/,reD /attlsr@a/-ru7are) '
/7ao fi
4, 624- 7 ku^aarruJ ur.,trs.
7 A ?/?= z//s
/ a 5// =-t?/--3o37 /ornt?Gfi
k'+oE /.ooqg
6mnp r -
l. Auaol fleurtqS .' 8t nlfrSuqrulr/r#sr*A€ e6Z./
o o
9ezz^to FAZ
4. *r,r Zv;' flcuntg:,r/rfui &,t,tZ&taltafz,,
JTaZa6Trrzza4nzegh4r4
6.4a S/ kuuroftiro*l urrtq
4sa 4? -- /Ezo.r fr / a€4 E 5//4aY/ = //ff 2Qszq = /a7// a 7?{= 76
/
/r/tO ftoa€_
,#***"-r-*rl uil/rs
ae 7 33y',t = f6?7 //a 1r-r = /rs
/A a 3r'?.{ -z
+2 t# ' ///h
/ O rc7;/ a fzl,i --- rL/{ZA /Lr.t = l?/7
/ ?/ 53t
4. # turpdrt ,Hqztrts
foupttt frao?-
4.aq.l
/z A 3z//'a ?rt
/ 2 Jr-o
l? 530
/ A?ro
/6 a 'ez{zE /a-a
/7r 3to
/zrzro f
TvftLs
/ ) Gzct ./
o o
6urr ftpaz
6/4?/va
/
z
3
/
/zqL
7a37
/?,3to
/7, szt
tZ, Zto
tt 757
)^u/L-
fufrr-H2
4t!*2 fi 7 nt*;*-
6 Z.-
rt a*ezahnfu-s"-tL Alf
//'1",
t-/r*-r-^/ a-"2 /r- a-IL
/Yf7-a-v ,6er' /a-n
,/7aa * -14P /s
,4A*+ U*f /a a ac-Z ---a-rr1 u
7vTrtz-5
h)^EZ-@
ttq
OF PTANN?G AND ENVIRONMENTAL CO}'lI',l,O" 'M'"
"@ Monday, october 13, 1980 3:00 P.!1. dodf
MINUTES
I4EMBNRS PRESENT
Gerry White
John Perkins
Dan Corcoran
Ed Drager
Roger Tilkemeier
Gaynof Miller
Jim-Morgan
COUNCIL MF$,IBER
Bill Wilto
SIAFF PRESENT
Dick Ryan
ilim Rubin
.Peter Patten
Betsy Rosolack
p
The meetingl lsas cdlled to order by Gerry White. Dan Corcoran moved the
minutes of the Sept 8 meeting be approved, seconded by Ed Drager.
5-0 in favor (JIm Morgan and Gaynor Miller hadn't arrived yet).
2. Miskell greenhouse addition, Irot 2. Block 2, Vail Vill-age 13th,
setback variance request.
Peter Patten presented the staff's feelings as utritten in the memo mailed
to the Cornnis;ion, reconmending denial-. Whitney Miskell distributed more
information including a letter from the neighbor to the east aPproving
the greenhouse. Dan Corcoran felt it would be a positive addition to
a veiy plain East side of the house. John Perkins said he was the orig.i.nal
designei, and although he would abstain from the vote' agreed with Dan.
Roger T. moved that the variance be qlp_fqrc!, Dan seconded it. The vote
wa! g in favor, 1(Gerry) against. ca]frot-a6stained, since he did not hear
the discussion.
3. Addition to Village Center Buildilg D, requiring bo?h e Pensilv-Con:rol ila-PPrbval' nevisgd ProPosal-'
ilim Rubin said a survey had been- completed to see if the proposal
would interfere with the bus lane, and explained the differences in this
proposal. Ile pointed out the 5 conclitions listed in the men'.o that the
staff wanted to see implemented if approval vras granted. He felt that
the plan was in basic Lonformance wilh the Vail Vi11a9e Urban Design Guide
. PIan and Vail Lionshead Urban Design Considerations. The 2 smalle:: units
that were reqested by the staff in the original proposal were discussed.
Cecil Dodson, president of Village Center Condomj.niumn Association' B1dgs
A,B & C questioned approval of twice the square footage as proposed in
the Urban Design euide PIan. Dick Ryan replied that the Urban Design Guide
Plan did not. dictate exact plans, but was a guide on1y. Mr. Dodson Proiestec the two stories, but stated Lhat he approved the improvement. of the area.
John Perkins felt that the massing helped to make the transition from o:re
story to the present two story buil-ding. Mr. Dodson asked if it was worked
within the Urban Design Guide PIan. G-erry White replied that' the UDGP
provided the guide. Oict< added that Jeff Winston had reviewed this proposal
presented the first time, but not the 2nd one. John P. questiongd the
iandscaping of the area to the east. and .if the owners would work with Jeff
oS that. Irred Hibberd replied he woulcl, adding that the lst plan had the
same footpr:int, then he tried to plearse othbrs by changing the elevatio:ls.
In doing so, one owner had to exehange ll'is view for additional space.
Fred Hibberdrs statements on the 5 conditions were:
i 1. he wasnrt 1-ooking for a condo to market 2. he'd Like to continue to to work further with Jeff Winston 3. the bus lane does encroach onto his property, but it and the walk'ray
work weII and he will dedicate the necessary land for them 4. agrees with this 5. agrees with this
Ed Drager didntt agree with having a second story, since a I story was
shown in the UDGP. John Perkins stated that the design cannot be set at the scale of l"=200', nor square footage specified. Gaynor !4i1]er felt that in working with Fred for l-L/2 months, that. this was a much better
design and that it would blend in very well, adding that the Town neeis
buses and walks and a compromise should be made. Roger T. added that the location was very visible and that when the commission had visited the site that they hid agreed that a one story building didn't look right at that location. cerry agreed and stated that he felt it was in keeging with the UDGP.
Roger moved for approval- subject to the 5 conditions in the memo, Jotun
seconded. Vote was 4 in favor, 2 against. (Dan e Ed against). Jim abstainec since he didntt.hear the full d.iscutsion.
4. A Conditonal Use Reqr'.est for the Covered Bridqe Store to allow the
'?<-\ Jirn Rubin summed up the memo, stating that the staff was in favor of approval, for the reasons stated in the mernorandum. Ed Drager asked :ow
one could say that there is no way one can keep people living in the core area--did that mean no one wanted to live there? He felt it was
inconsistent with the prior case where the staff is insisting that an apart::go j-n to make something look better because people will want to live;here.
Jim Rubin felt that the apartments were in two different locations.This one is right across from 2 night clubs with more commotion at this location.
John Dobson stated that Bridge Street is a heavily traveled area in Vail
Uses of this type have been granted. In the early days, it made sensef but doesnrt now to any where near the degree. Gorsuch, the Bank builiing,etc. have done the same thing. There are perhaps two .long term spaces in the core. and precedent has been established. Long term has not
worked out. Dan Corcoran . then added that the Town is being
sued by a property owner who considered just the opposite, that his proper-
ty was quite valuable, namely the tower over the Rucksack. They certainly wouldn't want that, conversion. He stated that he \^ras on the Planning
Conrnission when the conversion came through with the apartments that
used to be above the Liquor Store and he opposed that.
John Dobson asked ifconditicinaluses were granted to the Ore House Building,the Cyrano buildingr or for Gorsuch. He repeated.that the precedent
had been established and that long term housing simply does not work out in that area as it once did. He.+ead the purpose of the CCI zone district.
Jim Rubin reiterated one.statement that John D had made, that there
are no controls that would require those unils to be long tern. John could rent them out short term.
PEC - 3 l_0/15/80 o o
Gerry White stated that the history of downtown Vail had been one of
boLh granting and denying use for just this kind of thing. There is
i the concept of horisontal zoning that was dealt- with a long time ago \. in an effort to keep the mixture j.n the downtown area. He stated that the was much more conversion to cornmercial space on every level, with talk of the Gashof Gramshammer being converted to comrnercial space throughout. He felt that this rrras a sort of death knell for the core area. He felt very strongly that commercial space should be on ground level and the second level should be residential.
BilL wilto mentioned that one prior conditional use was granted because it was felt that no one wanted to live there, but the fact was, the renters.enjoyed the apartment, so it was suitable for some. ',Not desirable housing', he felt was incorrect.
There was some talk of asking John to restrict John Dobsonrs other apartment to employee housing if this conditional use were granted,but it was felt that conditional use had nothing to do with-emptoyee housing, and John felt also that that rule should have. Ueen appt:-Ea to others as weI1, if the corunission was going to expect it of him.
Gaynor lt{.iller moved to approve the request, John perkins seconded it. Gaynor voted for it, but the other mernbers voted against, so the vote was 2 -5 against.
5. Request for a front setback variance for Jerry G
Peter Patten presented the material from the staff, and recommended denial . steve Boyd, the contractor for the project, expraining that the owner wanted a covered parking area where he now had gravei parking,that was encroaching 6'or 7r onto the setback. John Perkins fell that to deny this didn't make sense, and. discuss.ion followed about whether it was better estheticalJ-y to permit a garage to hide the cars completely.
John moved to grant the variance as long as a garage was constructed,seconded by Roger. The vote was tied with Dan abstaining. JohnrRoger,and Jim Morgan for, Gaynor, Gerry and Ed against.
Roger moved to deny the carport, seconded by Gaynor.For denial were ilim, Gaynor, Gerry and Ed.- John and Roger against denial . Request denied.
6. leight AmerJdment for Special Developrnent District 4(SD4), the Cascade Lgdge
Jim Rubin presented the mateli.al f rom the staf f , and recommend.ed approval .He explained that the design seemed appropriate and that the increase would, only be one foot,. Andy Norris showea drawings.
Roger moved for approvar subject to the pl-anning and Environmental commission's granting of the AmendmenL to the Height section of sD4.Ed seconded, and the vote was 6-0, unanimous, Dan abstaining.
.'PEc-10-Ls-80 -n(D
7.Amendments Lo Zonin Ordinances
i' Audience participation was reguested first. ceorge Boyer, Betty Thomas,\-, Mason Thomas, John Drywalker, Paula LalJ-ier, Andy Norrj_.s, Stewart Brown,charlie Powers, Fitzhugh scottr. ,Joe Montana, stulrt Holland, Dean Canada, and Kathy Warren spoke in opposition to the amendments. Their concern deal-t with the fact that they thought their property was being devalued, some felt the decisj.on was arbitiary, some felt a-408 slope ' should be built upon. Sandy Mills took exceplion and stated that all she could hear was "you are taking from me" instead of looking at the d'esirability of these changes for the whole valley and being posj.tive.
Aft.erward, the corunission members stated.
Ed Drager: Many of these ideas have been
We must have done many things right,.
Dan: As the document is now, I,m against not counting the 409. In favor of new definitions of GRFA, for proposed changei in density control .
JJn: Height well taken care of, hillside development questionable.
GRFA not greatly changed" against not counting 40E, for'section rv.
ilohn: Doesnrt feel density control section needs to be changed from what it is now. Height linitation have been scared of; footprint fine,at one time had 30* as cut-off point, GRFA - careful-- sometimes secondary unit would be cut down to be very small unit.
Roger: our concern is to get a document to control visual impact,we need more .work d.one. However, r get concerned about alr comments on vafues. rf one had bought property even 6-8 months aglo, one would have experienced an increase in vatue. r agree that it is important that values continue.
Gerryl we are primarily dealing with space, r feel 40? srope should not be ornitted.. I like GRI,A. Concern about values.
Roger rnoved to table the meeting to october 27, John seconded it Unanimous, 6-0 (Gaynor had left).Roger was selected to attend the DRB meeting on Oct. 15.Ed moved and. Roger seconded to continue the rest of the agenda until the next meeting.
their feelings:
discussed for a long time.
MEMORANDUM
TO: PLATINING AND ENVIRONMENTAL COMMISSION
FROM: DEPARTMENT OF COMMI,JNITY DEVDLOPMBNT/JIM RUBIN
DATE: October 9, 1980
RE: Height Amendment for Special Development District 4 (SD4),
the Cascade Lodge
DESCRIPTION OF REQUEST
This request is to amend the Height Section of SD4 to permit the
Cascade Lodge to have an average height of one foot greater than the height.al-lowed by SD4. Even though the advertized height was for a 2.5 foot increase, the height has been reduced so that the
increase is only for an additional foot.
RECOMMENDATION
The Department of Community Development recommends approval of this
request. The uses, nunlcer of floors, and general shape of the building
have not changed since it was last presented to you. The height difference
was caused by a change in the design of the roof.
The Desigm Review Board has reviewecl the Cascade Lodge and has approved
the plans subject to the Planning and Environmental Commissionrs granting
of the Amendment to the Height Section of SD4.
'11!f{
URBAN DESIGN LAND, PI"ANNING
GEOFIGE T ROCKFISE, FAIA,ATEASLA FTOBERTA'OOERMATTAIA FOBEFT C' MOUtvruOY AIA
0ctober 6, 1980
Mr. Jim Rubin
Zoning Director
Town of Vail
City Hall
Vail, Colorado 81657
Subject: Cascade Lodge' Vail
Dear Jim:
Enclosed please find two (2) sets of the revised Building Height Study for
Cascade Lbdge (dated 0ctober'1,1980) as you requested'
.Note that the overall average building height is 52.0 feet. The zoning ordinance
iiio*i 6i feet, 45 iiei'piri-an additional-6 feet (bonus tor 9.6112 sloping
roof).
Please advise me concerning the adequacy of the information shown.
Si ncerely,eryaaryu
Thomas K. Yee
TKY/PW
cc: Andrew Norris
George Rockrise
File
4O6 SANSOME STREET, SAN FFIANCISCO' CALlFofiNlA 941t1 TELEPHONE (4151 392-373O
o o
PUBITIC. NOTICE
NOTICE IS HEREBY GIVEN that Andrew D' Norris has applied for
an Amendnent to Special Developrnent District + isoal to allow an
increase in the alLowable building height of 2.5 feet for the cascade
Inri Hotel. Application has been made in accordance with Section
18.40.040D of the Vail l{unicipal Code'
A Public Hearing will be held in accordance with
section 18.56.060 of the Municipal code on october 13, 1980 at 3:00
p.m.beforetheTownofVailPlanningandEnvironmentalconmission.
. The application and information relating to the proposed change
is available in the Zoning Adnulnistrator's office during regular
business hours for review or inspection by the pubJ-ic.
Jirn Rubin
Zoning Administrator
TOWN OF VAIL
DEPARTMENT OF COMMI'NTTY DEVELOPITENT .i: ..
,
,
t,-
Published in the Vail Trail , September 26, 1980.
(,l jl
;?-l-,:l-E"ftza-
4?a4 D
Ll f;'t' olr NA',l'l':ltl Al,l;
NAvrj ot,' t'tiil,Iti1;t' f ,4:tc A { rc LoD6L.
Lric;AL r)rifictlI I,l'l on 5 DD tl LO'l' lji,ocli TII,ING
1)lrsctltI,,floi.t olr lltio.JUC't._l5o ?ciorr^ jeIL_L___-
'J'lr r::
.to
A.)
f o l. Lorv j. n 6-J jrr liot:mlrt j.on
tlrc l)<:s j gtr llcvi-t:rv l.]oard
BUI I.,'DING IJATIIIiIALS :
Roof
S ici i.n g
Otlrcr \i'a11 llatclials
Fasoi.a
Sof fits
lYindows
llindow Trim
Doors
Door: 'Irim
Hand or Deck Itails
31ues
Flashings
Chimneys
Trash Enclosu:rcs
Greenhouses
Other
PT.,ANT ]'UiTIIRIAI,S
i-s l'r.:t;tt:i.r:c:t! J'ori s;ttlttrlil:tit-l bt'
bc.l orc a f itral, :tpprovlt). cirtr
T yff_q_g.l_,!_t cll_lj!_
tlre A1tlt1 i.catrt
be girrctt.
Colo::
,d4€rAt ^ NAr-..4PAL ?rxr c LoLoA
5't*Ct6t OFF- rdHrti-
Narug
!un-!!lqx Si-ze
(Vcgccarive, Landscaping }latcrials
and Ground Cover)
Pot."nrical i{linc 9g*qg.I__U-{rng.
As ft ^1
5rrc q fr .'{
Mtrftc uJt-n{ "dooD }€rnrc --ge9"3g
r-o M ATLi{ Roo?
AfoNie
irrcluding Trees, Slrrubs ,
MEr'\u Rootr ovt< eD6€. -Vo GL(rTtEs
5ruicco
AcqMrrJLi J{a" A;o;:L 64or"sr- ' BtoxlZt
U rr\\\/r Covt tet 0 iocro b (ORL - $Roruet
. 3,+r.aa -r.\S i,.r r,tl9C ce S
-l,/'
B.)
L{ 5.-.--Y " cAL.
GUtt6etr-r.1 -5P,l'ue'L Llo k!-)p'
tfoo rl
t'I\.F '-iAr,,
P r tJ'1-
L. I d (,)t.'e..
.t /z-z'" 1l)(tAs(
fl4 trt'cr
\3 r,r :it1
di 'i M r\c
C.)LlL 0! rJ CLr flCtd.r'
(t l) '''-,$oca t\tt"tl l I'L"L
o
l;rgc 2
PLant Matcrinl.s ConLitrucd
Size
c.) oTuER LANDSCAPE FEATURES (Retaining trrta11s, Fences,
' (Pleastd Specify)
Swinrning Pools,
.
eLc. )
eeav,€nu @CnZn zt,zSo 6 Sto*rt -
t'.to Anl D L.JA
Br rr- Pnxt*
..
I
'rF-
ia+ 4.
, '
'tto':.
,i,
Project Name:Co--
Proiect Description:
Owner Address and Phone:
/,q A.
fb,"'{
Project Application
f>\/ ..- t^^ z Archilect Addr€ss and Phone: I lL) rr \ u\"
Legal Description: Lot
Zone:
Design Review Board
DISAPPBOVAL F)lf*e AppRovAL
2+u-"r*--o-J?,a/
Chief Building Otficial
o It u,uf__l_J_,ZgsL__
LIST OT,' MATIiIIIAl,S;
NAME oF pnoJrcr QflscAW LoD6L
LIICAL DIJSCRIPTION 3 DD'I
DESCRIPTION OT PROJECT
BI.,OCJ(FILING
The
to
A.)
followin g itr formation
the Desj.gn Rcview Board
BUILDING MATtrRIALS:
Roof
Siding
Other lVaLl Materials
is recluired for submittal b)' the Allplicant
beforc a final appr:ova1 can be given.
Color Type of [,lateriaf
/h€TAI . NAfuPAL ZI'.' C LOLO,E
5'r*cto; oFF.- dHrti-
Narug
Mer*r- Rooe' ovrr( eDaz -r,/o euntres
SrL;cc-o _
----..--.-:-
ALu rL{,Nu ra" Storzz 6r?0ltr1 1 Bloptt
3,ru1 'AS i,r;id0o vrl 9
COUTlelD LoOO b
Fascia
Sof fits
l9indows
lfindow Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Other
Mtrftc L^JIT+{ dooD EAyArc - BeoNLt
-r'o /t4ATLtI R-ootr
r-o M Ax-H ROoF :
9'ror.tt- CLA D
AfON'
t Jo^X-
P,.) .
PI..ANT MATERIALS (VegetaEive, Landscaping
and Ground Cover)
Ilaterial s
Botanical Nanre Comnron I'lame
As &z-*
5$aq6g+
6rtreleea^( 1;SPR.ug7
5ret
P'Pt
Size
'Y " cAL,
x $uk|,o.
At tt t"o
Bu+l
S.ir.,rA(-
including Trees, Shrubs,
Quantit)'
rJ<
-l liooS
{o
GOLD€.,J CL{ PE€^/T
KeD Soot^r BeR-Py
CrrJbtrTtrotl-
t !- lot
l' 'l .r' -
;),o
?age 2
PLant Material-s Continued
BotanicaL Narne
c.)
Cormnon Name Quant{tv Si-ze
OTHER I,ANDSCAPE FEATURES (Retaining trIalLs , Fences , Swinming Pools , etc. )
(Pl-ease Specify)
C€P.aPu Paoa^ tt,-"o U a*,o.
ruO ANO r..r)A
BrXr Pr.rrt
PLANS IXAMINATION
Gascade Lodge at Vail
Vail, Colorado
This plan review was made under my supervision and
represeots a curaory comparison of these plans and
specifications with the applicable codes of the Town of
Vail.
Reepectfully,
P. Tyree
C on s ultant
63 s-3 055
David
TP/A*,u."J]VRtrtr
BUTLDING CODE CONSULTANTS
r60t toutH Ttt ENTy Fnst sl. . coLoRADo sln|l|cs. co &xrof
PHOI{E (:!Ut) 635.tot5
PROJECT: Gascade Lodge at Vail
Vail, Colorado
ARCIIITECT: Rockrise, Odermatt, Mountjoy Associates
405 Sansome St.
San Francisco, California 941 Il
STRUCTURAL
ENGINEER:E. G. Hirsch and Associates
Pier 1 l/2, Tlne Embarcadero
San Francisco, California 94lIL
Glumac and A ssociates
One Embarcadero Center
San Francisco, California 94lll
Glumac and A ssociates
One Embarcadero Center
San Francisco, California 94111
REVIEW CRITERIA
MEC}IANICAL
ENGINEER:
ELECTRIGAL
ENGINEER:
Type of Construction:
Occupancy Classification:
Storie s:
I979 Uniform Building Code
1979 Uniform Plurnbing Code
1979 Uniform Mechanical Code
l98l National Electrical Code
Type II- I Hour (per Architect)
B-2, R-l, A-3, }l-Z
Five (See Note *)
ALLOWABLE AREA REVIEW
Type II- l- hour (as
Basic Allowable (R- l
Multi-Story (Sec. 505
stated by Architect)
Occupancy)
(b) )
square feet
square feet
13,500
13 , 500
Automatic Sprinkler System throughout
Basic Allowable (B-2 Occupancy)
Multi-Story (Sec. 505 (d) )
Automatic Sprinkler System throughout
Basic Allowable (A-3 Occupancy)
Multi-Story (Sec. s05 (d) )
R-1 Occupancy
B-2 Occupancy
A-3 Occupancy
Total Allowable 54,000 square feet
Total Allowable 72,OOO square feet
27, ooo
27,000
54,000 square feet
72,000 square feet
54,000 square feet
square feet
square feet
18,000 square feet
18,000 square feet
S;d-ooE""'" 6t
36,000 square feet
13,500 square feet
13,500 square feet
Automatic Sprinkler System lhroughout
27,OOO square feet
27,000 square feet
Total Allowable 54' 000 square feet
ALLOWABLE AREAS (fyp. II- 1-Hour Construction)
Since a plot plan was not submitted as part of the drawings, provisions
for Section 506 were not taken into account. The Architect did not use
this provision in his review, therefore, it was assumed that the builA-
ing did not have ample separation to use this section.
l.
NOTE*
The Architect states that tbe ground level can be classified as a
basement. Upon review of the elevation drawings, it appears that
the floor level cannot be classified as a basernent in conformance
with Section +Z0 idonal story.
It appears at this tirne that the building does not conforrn to the
requirements of Type II- I hour conslruction as detailed below.
The ground level cannot be classified as a basement per
Section 420 and, therefore must be considered as a story.
Table 5-D does not allow R-I occupancies constructed of
Type II- I hour construction to exceed four slories in
height. This building must be classified a five story
structure and therefore exceeds the number of allowable
stories.
It appears that the use of lhe area separation walls in
relation to exiting requirements has not been taken into
account. A full explaination will aPpear in this report.
BUILDING GODE COMMENTS
B-1 Proper exiting has not been provided in reference to the
use of area separation walls and horizontal exits. The
area in which a horizontal exit leads shall be provided
with exits other than additional horizontal exits' as re-
quired by Sec. 3302. Refer to Section 330?.
z.
B-Z
B-3
The east and westwings have not been provided with
second exits as required by Sec. 3302.
The central wing has not been provided with two exils
separated more than one-half of the rnaximurn overall
dimension of the building. Stair 3 with two horizontal
exits does not etisfy the exiting requirements for this
building. Sec. 3302 and 330?.
Items B-1, B-2 and B-3 are concerned with the same
problem. Additional exit enclosures are required in
order to conform to the exiting requirements of Chapter 33.
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B.I I
All corridor openings shall be protecled by a tight-fitting
srnoke and draft control door assernblies having a fire
protection rating of not less than 20 minutes. Sec. 3304 (h).
Re[erence should be made to the automatic closing device
and smoke gasketing req uirernents.
Every sleeping room below the fourth floor must be pro-
vided with one operable window or exterior door approved
for emergency egress or rescue. Sec. 1204. No window
schedule has been provided in the drawings.
Provide details to show that the 2 hour area separation
walls comply with Section 505 (d).
a. Extend vertically from the parking garage to
a poinb 30 inches above the roof.
b. Total width of all openings lirnited to 25 per-
cent of the wall length in a story under consideration.
c. A11 openings protected with fire assemblies having
a fire-resistive rating of three hours.
Provide details of rnechanical shaf t construction. It must
be of I hour fire-resistive construction. Table 1?-A.
All exit doors in an exit enclosure shall be protected by a
fire assembly having a fire protection rating of not less than
I 1/2 hours. Sec. 3308 (c).
A11 exit enclosure walls must be not le ss than two hour
fire-resistive construction. Show a section and specify
what U.L. or U.S. Gypsum assembly is to be used on the
drawings. Sec. 3308 (b).
Every dwelling unit or every room used for sleeping
putposes shall be provided with smoke detectors conforrn-
ing to UBC Standard 43-6. Refer to Sec. 1210 (a).
In bathrooms and water closet compartments' a rnechanical
ventilation system connected to the outside, capable of pro-
viding five air changes per hour shall be provided. Sec. lZ05 (a).
B-tz
B-13
B-L4
B- I5
B-r6
B-17
B-18
B-19
B-20
B -21
Nonabsorbent finisb and backing for toilet room walls and
floor must conform to Section I?ll (a). Water resislive
sheetrock is required in these areas.
Every required exit doorway shall be of a size as to
permit the installation of a door not less than 3 feet in
width and 6 feet 8 inches in height. No door schedule
has been provided on the drawings. Section 3303 (c).
To maintain the one hour fire-resistance of the sbructure,
the 5/8" Type X sheetrock must be extended to the floor
behind all bathtubs and showers. Revise sections to show
this requirernent. Table l7-A.
To rneet the requirernents of I hour construction, all
sheetrock must be specified as 5/8t' Type X. Drawings
now only indicate 5/8" Gyp. board. Table l7-A.
A11 corridor penetrations rnust conforrn to Section a304 (e).
Details and specifications should be submitted to verify
conformance.
The elevator shatt must be vented in conformance with
Section 1?06 (d). Provide details.
Exterior walls must be constructed of non-combustible
rnaterials and cornply with the fire resistive requirements
of Section 504 and Table 17-,A.
An approved fire alarrn systern rnust be installed in confor-
mance with Section LZOZ (b). This item should be discussed
with the Vail Fire Protection District.
Elevator doors must be specified a one-hour assernblies and
be so indicated to conform to Section 1706.
Plumbing shafts rnust be fireblocked at each floor level
and have a one-hour fire resistive rating. A11 plumbing
penetrations must be tightly filled to maintain fire-
resistive rating. Table l?-A and Section ZSLT (f.).
A11 fireplace shaf ts must be on one -hour fire re sistive
construction. The ceiling in the shaft rnust also have a
one-hour fire resistance rating in order to rnaintain the
one-hour integrity of the building. Table 1?-A, Sec. 3?O? (m).
B-ZZ
B-23 The rnetal roof rnust be installed in conforrnance with Sec.
3203 (c) (3). Particular attention should be given to
requirernents in snow driven areas.
B-24 Provide details to verify that the elevator s are in conf or-
rnance with Chapter 51.
F -25 The wire glass as sernbly separating the atriurn f rorn the
exit corridor walls must be constructed as required for
corridors in Sections 330a (g) and (h). The glass is
lirnited to 25To of the area of the corridor wall which it
is separating frorn the atriurn.
8-26 A11 roofs rnust be constructed and classified as l- hour
fire resistive assemblies. We are unable to locate the
roof assernblies shown in either the Underwriters Lab-
oratories listings or in the Gypsurn Associations rnanual
as approved l-hour fire resistive assemblies. Provide
details and an approval nurnber of where you located this
assembly. Table 17-A.
B-27 A11 floorr/ceiling assernblies rnust have a l-hour fire resis-
tive rating. The proposed TJI truss joist construction does
not provide this protection. Refer to I.G.B.O. Research
Report #1694 for construction details. Table l7-A.
B-28 Exterior walls and openings rnust be in conforrnance with
Section 1903. A plot plan has not been provided in the pLans.
If non-bearing walls are fronting on streets or yards having
a width of at least 40 feet, they rnay be of unprotected non-
cornbustible construction, otherwise they rnust be of 1-hour
fire resistive construction. The proposed wall assernblies
do not appear to have a l-hour fire resistive rating.
B-29 Provide dirnensions on restroorns to verify that handicap units
are provided in conforrnance with State Law.
B-30 A11 plurnbing shafts rnust be of l-hour fire resistive construc-
tion and firestopped at each floor level in conforrnance with
Section 1?06 and Section Z5I7 (f.).
B-31 Skylights rnust be installed in conforrnance with Chapter 34
or Section 5207. Provide details to verify conforrnance vrith
the applicable Section.
B-32 Handrails rnust be provided on both sides of the stairs in
conforrnance with Section 3305 (i).
B-33
B-34
B-35
B -36
B-37
s-l
s-2
s-3
s-4
The walls and ceiling pro jecting into the stair #3 exit
enclosure rnust be of 2-hour fire resistive construction.
Section 3308 (b).
A11 stairway widths rnust be in conforrnance with Sec tion
3305 (b). It does not appear lhat stair fI provides a
minimum of 44 inches in width. Provide dimensions on
ALL stairways to werify conforrnance with this section.
Class I and Class II standpipes rnust be installed in con-
forrnance with Section 3803. Additional details should be
provided then the fireprotection drawings should be approved
by the Vail Fire Chief .
It does not appear that the sprinkler system has been
designed in conforrnance with NFPA Pharnplet # 13. The
building should not be considered sprinklered throughout
unless it is designed in conformance with this standard.
All Architectural plans must be signed and sealed by a
Registered Architect licensed in the State of Colorado.
STRUCTURAL COMMENTS
The structural drawings musb be signed and sealed by a
Professional Engineer licensed in the State of Colorado.
The Structural Engineer should provide to the Town of
Vail a letter stating that they have reviewed and approved
the steel shop drawings. A copy of the approved shop
drawings should be subrnitted to the Town of Vail for their
use.
Refer to Secbion *. t. It appears that the structural
calculalions specify #8 @ 9" O.C. on the top of the pad
footing. The plans show #7 @ 9" O.C. Refer to Sheet
RW- I I o[ the structural calc ulations.
It appears that the structural calculations specify #9 @ 18"
O.C. for the vertical reinforcernent of the retaining wall
on Section-A . The plans show # 8 @ 18" O.C. Which s3.1 is correct? Refer to Pase RW- I I of the structural cal-
culation s.
S-5 V[e are unable to locate any structural calculations for the
revised mill order sets for bofn 3/7/8L ana l/ft/gt.
Please supply these calculations for review.
A review of the structural calculations and the plans subrnitted indi-
cate that the establishment of the basic criteria for design and the
calculations are in accordance with the building code and good
engineering practice. Since the building, principally of steel con-
struction that requires control of the fabrication of the individual
units involved and the assernbly, we feel thab the Structural Engineer
shouLd participate in the fabrication and erection of the structure
and should report frorn time to time concerning the fabrication,
erection and the final product to the Town of Vail.
ELECTRICAL COMMENTS
Service one-line diagram.
E-I Please explain.
E-Z This appears to be the wrong sized wire for the fusing
shown.
E-3 Same as E-2.
Request that the Electrical Engineer supply a panel schedule and a
fault current study breakdown. GFI protection is required in all
bathroorns on the convenience outlets in the sleeping areas.
GENERAL COMMENTS
The following iterns are needed in order to cornplete the plan check:
1. Provide gas piping diagrarn along with calculations for
sizing for all gas fired appliances. I realize that the nurnber
of meters is still to be determined, but main mechanical
room should be on one.
Z. Supply combustion air details for mechanical rooms contain-
ing boilers and hot water heaters. Musb compfy with Chapter
6 ot 1979 U.M.C.
3. Subrnit heat loss calculations for building along vrith letter
certifying cornpliance with Colorado State Energy Code.
4. Supply grease hood (Type I) details.
SPECIFICS
Page number:
15190-3 (b) Insulation for dornestic hot water circulation lines
must comply with Golorado State Energy Code.
Submit letter of compliance.
15400-13 (s. 1l) A11 attachrnents for hoses rnust have back flow
prevention. Section 1003 (i) of. L979 U.P.C.
PLUMBING COMMENTS
SP Z.Z P-1 Vault containing gas meters rnust cornply with
Section l2ll of 1979 UPC.
SP 2.3 P-Z Install cleanout at lOOt max as per Section a06 (a)
1979 UPC.
P-3 Vent trap to code. Section 501 of UPC.
P-4 40 pound rninirnurn. Subrnit details. Must comply .
with Section 711 of UPC.
SP 2.8 P-5 Size all drain, waste, vent and water lines plus show
details of branchs.
SP 2.8 P-5. I Hot water to public lavatories and showers must
comply with Colorado State Energy Code.
P-6 No ilSrt traps. Section 704 of UPC.
P-7 6r' line into 4'1 line? See Section 310 (e) of UPC.
P-8 Provide drawings with details.
P-9 Do not vent on trap inLet side.
P-10 Increase vent to Z L/2". Table 4-3 UPC.
P-ll Submit calculations for sizing of potable water linee.
SP 2.9 P-LZ Submit drawings. Suggest sand interceptor.
Section ?08 (a) UPc.
SP 2.f l P-13 Provide isometrics tor typical units. Include size
of all drainr wosteq vent and water lines.
MECI{ANICAL COMMENTS
M 1.4 M-l Specs show TX-G at ?IO5 CFM.
'yl-a 300 CF.M.
M-3 Specs show KX-3 at 3000 CFM.
M-4 Bar exhaust, BX-l Specs show PX-I.
M 2,3- 2,5
M-5 DFD required when passing through area
separation walls .