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March 2, ,974
NOTICE OF PUBLIC ilEARING
itOTlCE lS HEREBY GIVEN THAT Cunnlnghan Csnstructlon cnd
Development Company, rsprssontlng Montonrros ll has applledfor a bulldlng bulk confrol virlance In accordanco tlfh Scctlon
9.606 or 0rdlnance No.8 (Serles of 1973, In ordlr fo ollor
a l80t rall length In lleu of
ln accordenca rlth Seetloo 9.6
75r wall lcngth end r variancc
0 fo allor covcred parklng not
vlfhln the bul ldln9. Sald varlancs applled for In accordonce
wlth Sectlon 19.200 of Ordlnance No. I (Serles of l97l). Thc
Montanrrog ll lc locafed Lot 8, Bloek l, Vall Llonshead Thlrd
Fl I Ing.
A publ lc htarlng rll I be h€ld ln accordancc llth Seetlon
?1.400 sf Ordlnancc No.8 (Serlos of 1973) on ilarch 28, 1974
at 2:00 p.m. In tho Val I Munlclpal Bul ldlng. Sald varlancos
rl ll be heard b-efore the Torn ol Val I Plannlng Conralgslon and
flndlngs vlll bo trangmltfcd to the Tovn Councll for fhe Town
of Yrl l.
TOIIN OF VA I L
Dlana S. Toughlll
Zonlng Admlnlsfrator
Qro.rcATroii roR vAf(rANcE O
An d/O r
IT IOi.IAL USE PERI,I IT
|'io.8 (Series of 1973)nanccOrdi
Da te Date March 8, 1974Application
Heari ng Date
r i na I uec I s I
Pub
flea
I i cat i on
ring Fee $1oo.oo fu ru-..t. troMarch 28, 1974
on date for Town Council April 2, 1974
(we )Cunningham Construction & Devel . Co.of P.0. Box 418,
(App I icant)
Col orado Vai I
(Address)
phone 476-5237
(State)
do he reby request Permission to
Comrn i ss ion to req uesi the fo | | ow
(C ity )
appear before the Vai I
i ng :
P lann i ng
Va r iance f rom Arf i
Zon ing Change from
Park ing Variance
) Conditional Use Permi
tn
the fol lowing described p rope rty:
c le_, Sect ion
to
(X
(
(X
(+fo allow
Zone.
Part of:
Lot,/ t ra ct Lot 6 , B lockFor
Fi li
C lea
1.
no Number Vail/LionsHead Filinq #3
rly state purpose and ntent of th is app I icationI
hTo construct
. To construct unde
lls equal to 180 ft. vs.r75 f
L.round Darkinq in normal qrade confi ration and to
clarify the zoni uirement of "within the buildinq"
What do you feel is the basis for hardship in this case?
1. Buildin to be constructed is considerably smaller than the maximum allowed
by the zoni uirements (Floor area ratio of .55 vs. allowed .80).
Goal of desiqn and Dlacement of parking is to not destroy line of sight
from Lst floor units in Montaneros I because of location and height of
Phase II building.
TO:
FROI4:
RE:
DATE:
MTI'lOMNDUM
To|tlr't c0uNcrL
PLANNING COMMISSION
MONTANEROS II - VARJANCE P.EQUESTS
a nd'-mRI-NTTi rH I t'l TliElulTIlm-
- BUILDING BULK CONTROL
APRIL 2, 1974
In a meeting l'larch 28, I974, the Planning Commiss'ion reviewed tvlo
variance requests from l'lontaneros iI. The first request dealt with
a portion of the zoning ordinance wh'ich requires that par.king for a
prbject must be ,,with.in the building". The second request dealt rvith
ihe Uuilding bulk control section cf the ordinance covering maximum
al lowabl e wal l 'length,
REOUEST FOR COVERED PARKING OUTSIDE THE BUILDING
The issue here centers on the point that the developer would like to
have underground parking along the back portion of the project --
but sepatated from the main building. The ordinance states that
underground or covered parking must be "wi thin the building"-
The underground garage, as proposed by Montaneros II, tiould be covered
nith earth and landscaped. In addition, berming would be accomplished
to hide the structure for every view, except that from the rear of the
new building.
Separating the parking does reduce the profile of the new, proposed
building
The feeling of the Planning Commission is that if the parking structure
is properly landscaped and hidden, if the project is.aesthet'ica11y-
com'patible vrith the area, and if the garage helps reduce the profi'l e
of ine new condominium building, then there should be no problem with
granting a variance from the wording of the ordinance-
REQUEST FOR WALL LEIiGTH VARIANCE
In discuss'i ng the request for a variance from the 175 foot wall length
requirement as stated in the zoning ordjnance, the Conrnission learned
that the bujlding is 5 feet over the maxjmum length -- 180 feet' instead
of 175. The Zoning Administrator advised that all other requirements
for the building, -- offiets, diagonals, etc., had been properiy met.
In consideration of the fact that the strict or literal interpretation
of the ordinance might create an unnecessary hardship upon the developer'
the Comrnission agreed that a variance could be granted.
CRITERIA AND FINDINGS
The Planning Commissjon went to the ordinance in terms of both requests
for Montaneros II and found that the variance requests were iustified
because: --
Section 19.600 - Criteria and Findings.
(2) The degree to vrhich relief from the strjct or
literal interpretat'ion and enforcement of a specified
reguiation 'i s necessary to achjeve compatibility and
uniformity of treatment among sites in the v'icinity'
or to attain the objectives of this ordinance w'ithout
grant of spec'ia l priv ilege.
that the varjance could be granted based
accordance with Section 19.600: --
(1) That the granting of the variance does not constitute
a grant of special pri viiege inconsistent with the limita-
tions on other properties class'i fied in the sanre district.
(2) That the granting of the variance is not detrimental
to the public health, safety' or welfare, or material]y
injurious to properties orimprovements in the vicin'ity.
(3) That the variance is warranted because the strict
or l'iteral interpretation and enforcement of the specified
regulation would result in practical diffjculty or unnecessary
physical hardship incons'istent with the objectives of this
ord i nance .
Further. the Cornmi ssi on .found
on the following findings, in
-2-
CONCLUS I ON
(1) Based on the above Criteria and Findings, the Planning Conrnission
voted to approve the request from Montaneros II for a variance from
the wording of the zoning ordinance concerning the parking require-
ment, and to recommend approval to the Council.
A strong feeling was stated that l'lontaneros II is a special situation and
a variance in the matter should be in no way construed as an
of parking separated from a building,
(2) Based on the above Criteria and Findings, the P'lanning Commissjon
voted to approve the request from Montaneros II for a variance from
the building bulk control/wall 'length section of the ordinance and
to recorrnend approval to the Council.
-3-
box 100
vail, colorado 81657
(3031 476-5613
office of the town manager
\
LIONSQUARE NORTH
Lot 8, Block I
Vai l,/Lionshead
Third Filing
TO IJHOM IT MAY CONCERN:
This'is to certify that the building known as L'ionsquare North, refer
to the above legal description, is hereby granted a temporarJ eertificate of
0ccupancy for the purpose of human habitation upon the following
condi ti ons :
1. Variable nozzles be 'installed on all required fire
hose cabinets prior to April l5' '1975.
2, In all units providing "loft'r space' stair treads and
handrai'l trims be installed prior to occupation of
said dwelling units.
3, The equipment required to proviCe a connection between
the Lionsquare North fire safety systsn and the Town
of Vail dispatcher be installed and put into operation
immediately by Cunningham Construct'ion and Develop-
ment Company of Vail, Colorado upon receipt of
said equipment.
4. The recreationa'l amenities spaces currently under
construction be ccrnpleted and in operational
condition prior to April 15, 1975.
5. That parking for each occupied unit be provided in
accordance with Article l4 of the Zon'ing Ordinance
(approximately 1r. spaces per unit) prior to oc-
cupancy of said units. Prior to May I' 1975 all
designated parking areas shall be free of construction
materials and equipment of any sort and be availab'le
for parking for occupants of the bui'lding and their,
guests. Furthermore, designated parking areas shall
be maintained to a high standard providing continuous
access to and from all parking areas. Parking is
not authorized on the south s'ide of the building'
hiiiiPiiirrili'b*,,,
6. That al1 landscaping including earthwork, ground
cover, trees and pavernents, i.e. asphalt pavingof the parking areas, be installed in a mannerto dnsure that with reasonable maintenance said
landscaping shall develop as expected. Said
]Ai|:..otrn shatt be cunpleted prior to Juty 15,
Upon comp'letion of jtems I through 6 a permanent Certificate of
Occupancy will be issued by the Department of community Development.
shou.Id-the developer, .cunningham construction and Development companyof Vail, Colorado, fail to complete any portion of the above items1 through 6, said completion shall be lrranged for, initiated, and
completed by the Town of Vail or its agents. All costs incurredby the Town of vail in such work (including reasonable administrative
and lega1 costs) shall be paid to the Town of Vail by the developer,
Cunn'ingham Construction and Development Company otheiwise saidbuilding previously described as Lionsquare North shall be subject
,to_.lien by the Tovun of Vail. The developer shall be allowed fiiteen(l5J days to correct any difficieny in items l through 6 upon wr:ittennotice of difficiency by the Town of Va.il
Department of
AGREED TO:
nstruction &
velopmeht Company
rNseecOroN FlEouEsr
TOWN VAIL
IJOB NAME . ]
TIME RECEIVED- AM PM CALLER
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INSPECTOR
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TOWN OF VAIL
FIEBUEST
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CORRECTf ONS r- I' , i l*J'.J,+ \
DATE
frffi JAN 16 ly
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CORRECTlONS
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DATI OT I,IiETING:
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SUBJECT: Ltgy.e:i.c:Aer Uoax- -- t:treon a+eiler
P.CTION TAI([I{ I}Y BOARD:
W-sEcoNDED BYEILaTF--
FOR:AGAIIIST:
APPROVED:
MOTION I
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ARCHITECTURE PLANNING
theodor O grossmdn
INTERIORS 1337 18th St. DENVER COLORADO 80202
Rlr JAtlrSl9/5
9 January 1975
Mr. Jerry Aldrich, Building Inspector
Town of Vail
Vail , Colorado 81657
In accordance with our telephone conversation yesterday,
and your later conversation with Vern Tater of Cunningham
Construction Co., we would like to reiterate the proce-
dures and requirements to be followed in the construction
of the spiral stairs.
Cunningham construction will construct and install for
your approval , spiral stairs for those units requiring same:
a. diameter of stair wiII remain as originally
detailed and accepted by you.
b. loft floor framing will be modified from that
constructed to allow headroom clearance as
required by code.
c. a 600 landing platform at the Ioft level will
be built.
d. handrails will be provided as required by code
e. headroom clearance in all cases will be at
Ieast 6'-6".
Thank you Jerry for your advice on these stairs. It is
my understanding that fabrication of these stairs will
begin immediately.
Sincerely,
Theodor A. Grossman Jr., AIA
TAG/rc
y. dld
(303) 572.0909
gr6s7
: Lion Square North spiral stair
cc: Cunningham Construction Co.
I theodor o grossmdn lr.oia
ARCHTTECTURE . PLANNTNG TNTEFTORS 1337 18th St. DENVER COLORAOO 80202 (303) 572.0909
9 January 1975
Mrs. Diana Toughill
Town of Vail
Vail, Colorado 81657
re: Lions Square North
Dear Diana:
In accordance with your instructions over the telephone
yesterday, I am enclosing a copy of the letter to Jim
Cunningham dated 10 September 1974. Also enclosed,
please flnd two (2) sketches showing the changes
described in that letter,...slightly modified to reflect
"as built" conditions.
It is our understanding that the questions arising from
these changes wiLl be the content of discussion at the
meeting of the Design Review Committee on Thursday,
16 January 1975. A representative of Cunnlngham
Construction will be present at that meeting. If there
are other topics which we should be prepared to discuss
at that meeting, will you please inform this office?
Sincerely,
Theodor A. Grossman Jr., AIA
TAG/n
cc: Cunningham Construction Co.
l0 September 1974
Mr. flm Cunnlngham
Cunnlngham Constructlon Co.
Box 4lE
Vail, Cclrrado 81557
Dear ]im:
Thls letter ls to conf.trm our teleFhone ccnversatton of yesterday
9 Sept. 1974 ccncernlng proposec! changes in tlt? 'Licn Square
North" projcct. V. e havg lnvesilgeted the proposed changes,
and find no cbJectiolls str.rctur:liy or aesthetlcelly.
To the best cftour knowledge, no code problem should be
encountered by the proposed changes.
Your proposed changes as vre unierstand them, are as follows:
I. lv;ove sliding glrss docrc cn all unlts :lot contalntng
lofts, south, to a pciirt sltgntly bac]< of th? present
south edge of the balconies on those ur$ts.
2. llanclralls at all affected udts to rcmain ae orlglnally
shorvn.
3. Total S.P. lncrease ln the entlre proJect to be 1470 S.f.
Th!.s ,n'i.ll still faU rrthin ucceptable l'.A.R. llmlts
by the To'r.'n of Vall. lt'hts changc aficst,s 2I of the
27 units ln tire projeci. It further, nay affect the
total assesment of the proJect for bulliing p.ermlt,
etc. purpos.Js.
Relatlve to the Town of Vall Design }levlelv Conrnlttee and what
actlon they may want to take on thls, I am forwardlng a copy of thls
letter to Dtane Toughlll for a deternrlnatton.
Slncerely,
Theodor A. Grossman Jr.
c.c. Dlane Toughlll
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LOSATtON OF pLASEMENT tN sTRSCTupg 2nd 1eveI qlab of parking structure.
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spEclMEN NUMBER 107-1 85- 7 86- 7 87- 14 B 8.28 89- 28 90-oPT
OATE TESTEO 5/L9/7s s/t9/75
NUMBE.R OF OAY S CUREO 7 ?l4 2B 2B
o tMtNst oNs, tNc{es
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SPECIMEN WE I GHTI POUNDS 27.81_27 .72
BSSD oeHs I TY, PCF 141.67 141.21
AReA OF CYL t NOeR, t N?
srD. cYl- r NoER=28 .2? t n2
28.27 28.27
TOTAL TEST LOAO,POUNOS 78800 80400
COMPRESS I VE STRENGTH,PS I 2787 2844
sPEcIF I Eo srR€NGTH,PSI 3000 3000
TYPE OF FRACTURE:1) orAcoNAL sHeAR2) corue
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Cunningham Construction Co.
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SpECtMEN NUMBER 107-1"ut- /86-7 B7-14 88.28 89- 28 90-oPT
DATE TESTED 3/rs/7s s/Le/7s s/26/ 7s
NUMBER OF OAYS CUREO 7 7 14 z6 28
otMENStONS, tNCtES
sro. cYL I HoEn=6nX12rl sd std Std
sPeclMEN rvE t cHTTPoUNOS 27.8L 27.72 27.83
BSSD DENS I TY, PCF 141.67 14r.21 141,I
AREA OF CYL INOER, t N"
sto. cYL tuoea=28.2? tr.r?
28.27 28,27 28.27
TOTAL TEST LOAO,POUNOS TBBOO 80400 97600
COMPRESS I VE STRENGTH,PS I 2787 2844 34s2
SPECI F I Eo, STRENGTH.PSI 3000 3000 3000
TYPE OF FRACTURE:
1) oIAGoNAL sHEAR
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-& A S SgC rATE S
INCORPORATED
Architccture
r rgoT San Yicente Boulez'ard
Los A ngele s,C alilornia 9oo49
Telcphone:
area code zrj 476-6288
476-6373
Januany 18, 1973
Mn. Jenry L. Aldnich
Building Offlicial
Town of Vail
P.O. Box 1OOVail, Colonado 81657
Dean Jenny:
The enclosed plot plan of the Vail Montenanos Condominiums, located in Vail
Lionshead, delineates whene Ure two houn fine sepanation walls ane located in
both the Phase I and Phase II pontions of the pnoject. Also shown on the plot
plan ane the squane footages fon each sepanate building in both Phases, ne-
fenned to as buildings A, B, C, D and E, along with the allowable floon anea
and calculations fon each sepanate building and the nequined set-back distances.
As you necall, duning ounmeeting held in the latten pant of Novemben, you
agneed that the fonm of calculation that I used in detenmining the amor nt of al-
lowable squane feet pen building was acceptable to you. In that meeting you did
nequest, howeven, that I obtain e-lglLer.on plot plan fnom the adjacent pnopenty
ownens which the Shaneholdens pnoject is encnoaching upon with ttTei n set-back
anea, in onden to veniflr that the adjacent propenty ownens do not plan on build-
ing within oun setback anea. Accondingly, I am enclosing a plot plan showing
the pnoposed development sunnounding the nonthea.st pontion of the Shaneholdens
pnoject. On that plot plan, you will note that nonth of the Shaneholdens site the
set-back distance to the building is 64 feet, and on the east of the Shareholdens
pnoject the set-back distance is 27.25 feet to the pnoposed strirctune. Thene-
fone, as the plan points out, the adjacent pnopenty ownens do not, in fact, plan
to buitd within oun set-back anea.
If I can be of any funthen assistance negarding this matten, please feel fnee
to call eithen Jim Pience on myself .
Sincenely,
David Jay Flood & Associatesr
Inconponated.,Sf ie" l"ir.l.; Le11*-l+-
cc: Buzz Cardoza
Jim Pience
JAT€S X. I(OI{XEL PRES.
JAIIE3 D. I'GFALT. EXEC. VP
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?ELPr-E 0. r.mN:Y, JR., VF
i. L ETHiIDCE.
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ilr.
Vai I
Box
Vai I
MCFALL^ND KONKEL
cot{auLTrNc Ei.GrIEERS. rxe
June 26, 7974
2 to 30 cLE roflt 3f.
oE vln. coloeaE) 40222
TEL. tor-7tt-a974
FU JUN28ts74
James Lamnt
h.
ri?
'T'
Bui I di
631
Col
Dear ilr. Jin Lmnt:
Per our conversatlon on June 25, 1974' I will be uslng a wet
standpipe system on Lions Square North. This is a three story
condoirlirium. Enclosed ls a drawing showing the intended loca-
tion of the fire hose cabinet.
If you have any corments, p'lease give me a call.
yours,
Rll:m
enclosure
Very truly
/1.&xq
Robert [yr
theodor Qrossmdn lr. oio
ARCHTTECTURE PLANN|NG |NTERIORS 1337 18th St. DENVER COLOBADO 80202 (3O3) 572 0909
27 lune 1974
Mr. Jerry Aldrich
Building Inspector, Town of Vail
Vail , Colorado 81657
re: Llon Square North Plan Check
Dear Jerry:
In response to the Plan Check Review for the subject job,
dated 13 June 1974, and our personal conversation with
Jim Cunnlngham and Ken, his construction superintendant
for the job, on l7 June L974, we submit the following
corrections, clarifications, drawings and comments:
Note: items listed are as listed ln the Plan Check Review.
General: there is no exception to the analysis, sheets I and 2.
A-l: enclosed, please find the revised plan of the B-unit loft.
A-2: in dtrect discussion with Mr. Rasmussen and further clariflcatlon
wlth you, it was determined that only the B-unit loft space
was of concern. The revlsed B-unit loft plan should now
quallfy for spiral stalr.
A-31 since the B-unlt loft area has been reduced, the 4th floor
A-4: designatlon and resultant stair requirement no longer are valid.
A-5: Since the buildtng is now only 3 storles tn height, dry
stand pipe system vvlll not be required. Wet standpipes will
be providedi and although detailed drawings are not
presently available, wet standplpe system will be included
in the Mechanlcal drawings to be submitted to you at
a later date.
A-6: confirming your analysis of the 2-hour separation wall and
its intent, we acknowledge paragraph B. Enclosed please
find sheet SD-8 for a revlsed detail . ..fire separation now
extends through the floor and ceiling systems, and is
full height.
(2),9.9'
po ii'A-7: the ventilation of crawl spaces has been modifled_ for--.
compliance. . .see revised foundation drawing , SD-L,r'
Specification item 10.4 no longer applies. In$ffio-n
of first floor is now being studied.
A-8: pl'ease see drawlng SD-9 for revised Type "C" wlndow
placement and access. Though this wlndow does comply
in lts original form, as noted in the Plan Check, we agree
with the intent of the Code, and are providing this revision.
A-9: as indlcatied by enclosed drawings SD-5, SD-6, the water $i!
heaters are now to be completely installed within their Ur
closet spaces.
A-I0: l-hour labelled doors in steel frames w111 be called for
by Addendum.
A-11: the ventllation of the elevator shaftway and tollet rooms
A-12: will be indicated on the mechanical plans to be submitted
at a later date. Elevator shop drawings will be submitted
for your review and approval .
A-13: since this assembly is to be custom-built, we would ask
that time be given for the elaboration of shop drawings
showing all details...all provislons of Sectlon 3401
we will require to be met where applicable.
A-14: al.though Detail D-26 calls for firestopptng @ each floor;
around each flue we wlll require that, in addition, the
2" floor deck be placed such that firestopping is achleved.
A-I5: we agrree with your comments
A-16: the roof dralnage system will be shown on the Mechanical
drawings to be submitted at a later date. In as much as
there is no parapet, it appears that a secondary drainage
system or scupper system is not necessary.
A-17: the re-design of the east and west elevatlons is now
ln progress and will be submitted to you as soon as completed.
(3)
A-18: all party walls wlll be construqted using 5/8" , type "x"
gypsum board.
all interior partltlons will be constructed using 5/8",
type "x" gypsum board.
all ceilings wlll be consturcted vsLng l/2" type "x"
gypsum board.
all interlor surfaces of exterior walls will be constructed
using 5/8" type "x" grypsum board.
A-19 : these items will be covered by the Mechanical and
A-20: Electrical drawings to be issued at a later date.
B-l: soil report data was submltted to you at our meeting
on 17 June 1974.
B-2: this item is belng investigated by the Structural Englneer.
Adequate frost cover for all footlngs ln the form of
backfllltng wlll be provided.
B-3: the exterior post will be raised upon a concrete support
in order to comply.
B-4: engineerlng calculations for these walls verify the design
as shown. We are enclosing a copy of these calculations
for your review.
B-5: we agnee with your comments
8-6: according to the UBC Standards , Section 2501 , part II ,
"manufacture", the glu-lam sizes shown quallfy as 4" nomlnal
materlal ...thus elimlnating the nedd for gypsum covering.
B-7: we are revising the spacing of the joists in order to provide
for the 100*,/sC. ft. loadlng in conformance wlth the Code.
Spicing (revised) has been calculated by the Structural
Engineer. ..calculations will be submitted tf you wish.
Thank you. We hope that this response will answer those
questions ralsed by the Plan Check Review. We wtll be happy
to furnish any further information that you may need.
Sinqerely,
iheodor A. Grossman Jr. AIA
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261974
Road !{est
Vail, Colorado 81657
4010 HARBOB PtACE, CCLOFADC SPRltrGS. CC,LOeADO 809i7
3031596-7€,7
REPORT OF CCNCRETE FiEi-D T|STS & COMPRESSIW STF.E}.:GTH
^STM h4;TiiODS II'IDICi:TED
Contrectcr:
Project:
|ob Nc.
Lab. Iio.
Conc. Co.i.ccationof ?ourinStructure f'ooters, Bays l_-3 lnclusi
rrom east.
lTruck No. !7 Ticket No.V0013l-1 Cu.Yds . Piacedlp!_ Timq
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ate Tested
;Dinerslens Inches -Std 6x12Cyl
;Specirnen \ti. Lbs.3SSD,/0.1963 CF
Veisht PCF tsSSD
Tctai Lcad Lbs.
Tests at'DayE Ase - Last no.indicates test at davs of of Specinen No.
std std
't
o112
gil-pe c,I
ilr:c:-:-l
(1) (2)
Dj.ag. Ccir:
Shear
(3)
ireri.
So!rt
1S::e.:.i:ir - ictual PSI C39-36
!'../^.4612 i5524 ,6579i6109
!::ci'.;'.;'. Req'C. FSi S.oecifieC 000
i.-::e:.<sPattly cloUqy vrith slight breeze.
Area Sg. Inches - Std CyI 28.27
Tested By: T. J. I"ieier Saupled BY: T. J. l.leierSigoed BY:
ffi"&sqrts#se
5i,;i I, ir,ui,deiiur'
!ogineeriir;
P.I POF.T Of CC)trCF.iT;
suQlu 221s74
1033 Scrleh Frontage Road Itesi,
P.0. tscx l-944
Val-I, Uolcredo 6!Ei I
4,J1C l-rAFSOFr FLACE. CCLUrlAal- 52;r j:: . t. ,-.bi: ij:si1i
'rO3i 596'1647
Fi::D TiSTS 6' COlrlPFl!SSI\€ STF.::':GT:l
p.5Tl,4 l"iiT?ioDS Iiifici.TEif
T rh l'-
Conc. Co.
rJ tlI l't a
Ticket No"','-:lll:11 Cu-Ics.Piac=d ?-i::r
Time lx,i;51;
;I,=ie ).icldeC: 4/1+i'ii' Time: i:1..-.; ll Cur:ng of Sanplefr iab. &l :..:-:'- i::c:,ffi'.-:j--4--t3i:66-I . nC 3i-6'J ^ ,.'
f: ^-1,.2-" Ta..r"t- 7.,"F- l1 .i;^ s6,..11- ,l;r up
l slunc --. .J , \{t. c;i Fresh Conc. PCF---:-!g.!.- A:r Cc::::r,:. :. ''} *".
C 143 -66 O i'-.6-.5i -.. - .' ' l:
Vcl.. oi Loacl t aY/ .t il: a ,
G: ilSa ck ,Vatei lcied € liai,: -.
tt:'- ; I
Ce;e:-.i Conier:
Specs. ij _-:a]2lr iln-: rqe i ar rl -t:,-:'+o.lJl:'
F!.pie. AggreEeie
IEr!*"= .+! =D=""tt= *ts ^ :1.1i1JtrCe5 CiJ C aL
i ^ ^+
s L
Li?--
-S:d 6:<12 <+'r'
S:-:::::.-. "'':. i :s. 3iil',''J.1903 Ci
,.:::r :::; - :rches - Sid C';i 28.27
'--a . a t'
'': --- --'-'l ?i.11
';u)CC
cw\
''..r".--.
.. - .:--:_- -
Sanpled Ey: l. 1.. i'ie' ez'Sigaed
o
uL2
tF-ktj'
::;f-s*s €.&,nnawrfrgg
? el ^ | i -.4.. .: r r - !r..-.i ''. r. r -tr;"r -J - r/*; rj { k.i/ v rl
., .r -! . ..,: :::: i 1,': -l
HUJ 21974
1033 South Fro;rtaga Road iJes.t
i'.0. lJox 1,9i4
Yai1, , Co lc: a.io Bi{57
40lfr HAF3Ofi PL,..CE. COtOitADO SPAi:,tCS it- .Ck-L. . 1*1! L,
'rJ3l 596.i 647
!:'Ri iicT:-
i:.STii Iillr,C;lS jii)lC;i'-Ii
ia^ _. 1.\a 'lJv- -'
Tr\ :' ',.\- ' /. 'i'\
_---_--.--.-:-s.-J-___-_i,4._ -!-r
if-i ca::: -. ai :L)
t.tt^ 'tF4'F
Ticket
T:ine-iii::e'j i.:!:=' 7y;,
i;o. VOCI!] 9 Cu.:rs . Piace'l 2-- :i7'o:ii'F.;-:i i :21. o:.:-
r-,^.-.- f r
c 3t-66
3l,-n-c: p : G.*-:.. ica--' r.: i r...+./.-LL
51...rot ,, ,.t. - -_' -n71
"c 143-66
VoL. of Loai 't+
t....--^-i r'i:l-C-
:It,
I .1- :: :-'-: -
I
i:"1 i-: ,.-
t
I*
?.aiio_ _ _ G:i/Sack
. SPecs. 5{- Sack
lrl-^-- '-j..r --rrj5!J: a,!:J U,;l
,/vct )g t.-^-.^^ -,-r.t-J..j; rt .jr_ -,..:
Fi na .lrr;-r,o,-r.- 1 ..
1.ll
?c':.
i.l.,rl. - i..--,"--
ji:!'Ji -3:1-::-
Tests at a - -.:: ci r.r,of !l-on -.! r,r o-. tl.,c 12-54
-StC 6x12Cylll'::'.-::= :: r: -nci.es
C-s---j- "- i F,c ae:i'r./n lcA"!-r ) re__l v;
1i'r e !.;::: :,!:' 3! tl
ji:ea 9 r, i:..:::i.:: - SrC Ci'i 28.27
i---.i I ,.,-:
(^\ /1 \\4' \J,/
vu: r', u=ii..jrri.i:
i----:i-,il.'l1.* I
!iii
Tes : e r. i:,.' :Sanpled B)r: t'. J.
tfl[[
{f-- f ,',., y
JUL 2 21974
',3,1&,*Hg,J'i-' i:;: ;H'lrl;""'"'" Roa.iest
Conc. Cc.;-ic:::le '- .i , ::.-- -: - ;:' -,:.riJ r'- ,'
!,: ie lu'. oldei :
'J.onc:eie
Tir-ro,tr. )a h.- (-.rt-ia.:, nf .ia,..nia+-i-a l.ai-rt-LtLv,)-_ ) --._ vu{-.:lJ v- v$rrry-J _a 1)_s
'-A',. /, ', :,'lv"-/ - - ..q
l. r c i;,: Rcc:.
Siunp ir.
,)-:" ? i j -;io."- '|!''A
oi F;e sh Conc .
n-__:.:
c I43-56
PCF 1.:-.' irir Cc::ie:,
c 133-€3
i:r t t'tlr-<'vJl -: ve.:
1l ?.3: -6:
Vcl . cf Lo.ri
Lr.-t i .' ir : rl .(;\taiei:l.dcir:ii€P.:n: , l':.:.
Cen',-nt Conterl :'-' i
!'-,!
.t l.
.-rtrl
(::!' .'
I : .'-' _'
'...:--
_.-i'r,-: a' .-^-' r-^:\:a -i r/.i t 'g .)
- Sic tj :: !2 Cyl
:s;D//c . i! 63 c i
)A ?7
] ./ | i', /) L
D a
tt
.|. .r.i f eti
.:--.--l---!
Saapled By:it. j . i,ie'i ei Signed BY ! ,i,r--'- .-. -_ --=.=-
o
fxi.f.JUL 22
/o7-l
lgf4
SPEC IAL INSPECT ION REPORT
AIL
PROJ ECT NAM I NSPECTOR Trnt /V|e,ee-
ROVED I CORRECT IONS REQU
CCi.ICRETE:
Fanre e5 Fc-tz vr+/ s
fc++res Fc*
hLr, F o-7. v/fl't'9
MASONRY:
STEE I.:
PRECAST:
OTHER: SPecif
ADDITIONAL REMARKS:
8.&nryeEdeE
Ssii & lo::aililru
t.ililliil siIiF!3031 596-704.7
F;PCRI Oj COr'iCF.iT; F;iLD'iisTs & CC.).1PP.IS5IVE STRE.''!GTE
ASTlzi IT1ET"IODS IND:C;TED
*,fue z$7A
l-033 South Frontage Road lfest
P.0. Box 1944
Vail , Col-orado 81657
4O1O HARBOR PLACE. COLORADO SPAtNGS. C3LCsADO 8O9I7
Doie l'Jolde&. ?/I/74 Tirne: 7:55 anCuri:tg of Sarnpleffi( Lab. f.i--l l"rcist Rcc=
,.r 2r c.: t -qi:.36 -c 3l-66
concrete Tenp. 6907, Air Tenp. 53oF
Slunp_-l*_Wt. of Fresh Conc. PCF_-145.6- Arr Conient 2.q ?"
c 13E-63 C ?i:-62
/]'a\,/\.na4 -
,--_+._--.-+-
c 143-56
\traier Cenent Ratio
Adnixii:re: AEA oz/cY
Design by
Drilled Ccres
Specirnen No.
i:iets rons lncnes -Sid 6xl2Cyl
;Sp:cinen Wt. Lbs,BSSD,/g.!963 CF
l\i:eight PCF BSSD
fr". Sq. i"ch." -Std Cvt 28.n
?c:ai Load Lbs.
(r)/4'i
GallSack i{tater ACiied @ Plani i.
-i-
ic': Si'.2- 25
iGa!i
Ce;-,rent Conteni PCY
Ccarse A.ggreEete FCY
Fine Aggregaie_
Teats at - Last-no. of S:cecirree
c+^std
12100C r25Occ
PCY
t "I Err: -,, . -.+
:
Di.:g. Cci'e
S i:r:.r :
i.,iL:J
io77 4457
---.-'- -".''--"':-ia8 | 300-0 I 1O-Q9-*--l --:QqQ-*LJAOO--:1.,I .lcco -jcec-
(3)
Vert.
Solit
tti 1. I
iS:re:.;:h - Act:ral PSI C33-An
!l':3?o5 | 449/ l, +Zt'a
Ieste<i By:4r .T ]'rai on
ru AU8 21 1974
1033 South Frontage Road ltrest
P.O. Box 1944
\tail, Colorado 81557
401O HAAEOR PLACE, COLORAOO SP3IN6S. COLOAADO 8OIJI7
3g3l 596-7647
€.&mner€Ee
f.-:I + 8,..''x.! - )i.r:..JUit .: r t, j.,,j.i?w l,ltija
]'r -ii.1ai!," -L.r;J1r.'v..r'g
BiIPCRT Or .COI'{C|.ITE ile LD'i;STS-:l CC''1PRI9SI'VT' Sif,:-};GTIi
F.ST r.{ !,'1 tT ii':}DS i i,iDIC;TiD
/- -.-r -1r'r..i.
?r.1iaFl..
Conc. Co.L,:ce:icr cf Pour ln Structure Tlne Ffi-red ;:i:') :r':rt
?rt: c!'l iio - __--.__-.ig_ Ticket No.--yOQf4Za Cu.l'ds. Pi.aced 21* - Ii=: Arrl-;ea---*:i-p"-
D:t-e l''lolCed:Time:5:20 pn Culng of Sanple8i :i:e'Un !,'roist Rccn
Slump_-_--.!.'_p _
Concrete Tenp.^ ir, oil73"7, Air Terop. j.- -' Wi- of ?resh Conrof ?resh Conc. PCF___J}A,-:_:_
O r:'_f
c 143-66 c 138-63 c 231-6?
Ga]/LoaC--V'cl. of Load 7+cyl lru3K
c 3I-66
nert Ratio Ga!,/Sack
o,/cv
Upecs . tz Sac.:r
Design by
Cores c 42-64
Date Tested
lDirersi.ons inches
I
-Sid 6xlZCyl
iScecimen \Vt. Lbs.BSSD/0 .]s 63 CF
VeiEht FCF BSSD
i:ea Sq. Inches - Std Cyi 28.?.7
f ctaj. Loed Lbs.
0)(z',)
Ccee
i\ta^"er F.ddicl @ Pj.ani ,. _ |ci: S'.:: r i* - -
Cenent Content
.'.-- r\ ',--i!l.'Jc ri .'Jcli/?cY .q:{.'',-l
Ccerse Aggregate 3\-Y I v''--
: - Last no. of Specinen l.lo.
,ll,u--LvG.L('esE
'tE 't 1i-i.r:,IO-UYI
Il'l
O-i0CO
Diag.
Sheer
(3)
Vert.
f--r_ |ri i,- i
j--lrl lL:J
(r-1 :,'-a t
T. J. i"ieier
Sclii
Saopled J. liej_er Signed
Mr. Jerry Al dri chJuly 10,1974
Page 3
ITEM A.I9
ITEM A-20
Archi tect states intent to comply.
ITEI{ B-1
Subject to Building 0fficia'l 's approval based on June 17, 1974
conference.
ITEM B.2
ITEM 8.3
Architect states intent to comply
ITEI'I B-4
Design calculations verify adequacy of 2 x 4 studs. Subiect to
approval of the Building 0fficial.
ITEM 8.5
As stated.
ITEM B-6
l,le concur that the nomina'l 4 inch members may be used in
accordance with Section 2206-d, Paragraph 2 if the sundeck is
classif ied as a "roof ". If c'l assif ied as a "f'loor", 6 inch
nomina'l thickness required under Paragraph'l thereof.
ITEM 8.7
In compliance per sketches submitted.
Note that the architect's letter is a general statement of intent
to comply and does not carry the I egal force and effect of a
forma'l addendum.
P'l ease ca'l 'l us i f you have any questions .
Very truly yours,
FRASIER & GINGERY, INC.m
ProjectK0Rdwcc: T.A. Grossman, Jr., AIA
Manager
Mr. Jerry Al dri chJuly 10, 1 974
Page 2
ITEI'I A-7
A. 0n new foundation Drawing SD-2, required access openings
a re not s hown .
B. In compljance per Drawing SD-2.
C. Insulation indlcated on Dnawing SD-8.
ITEM A-8
In compliance per Drawing SD-9.
ITEM A-9
In compliance per Drawings SD-5 and SD-5.
ITEl.l A-10
A. Architects'statement is for comp'liance by addendum.
B. As stated.
ITElvl A-'l'l
ITEII A- I 2
ITEM A.'I 3
ITEM AL'I4
Architect states intent to comply.
ITEM A-I5
As stated.
ITEM A-16
Requirement for overflow drains or scuppers dependent upon
location of roof drains on mechanica'l p1ans.
I TEIVI A.I 7
Architect states intent to comply.
ITEM A.'I8
Statement is for comp'l iance.
Ftreicr & Gngcry, lnc.
CONSULT|IVG EIVG/NEEFS
2840 SOUTH VALLEJO STREET
ENCLEWOOD, COLORADO 8OT 10
TELEPHONE 3OJ 761.4860
,luly 10,1974
Mr. Jerry A1drichChief Building 0fficial
Town of Vail
P .0. Box 'l 00Vail, Colorado 81657
Re: Lion Square North P'l an Check(Formerly Montaneros II)F & G Job No. 452.2'l
Dear Jerry;
We have reviewed the Archjtects' responseto the Preliminary Report, dated June I3,thereto, we f ind as f ol'l ows :
ITEM A-I
ITEM 4.2
dated June 27, 1974
197 4 . l..li th ref erence
ITEM A.3
ITEM A-4
ITEM A-5
In Units A, cabinets have been de'l eted over counter betweenkitchen and I iving room as shown on Drawing SD-5. Increasein area for projection brings loft into cornpl iance with the
Code.
In Units B, the size of the loft has been reduced for Code
compl jance.
Hence, the bui'l ding may
ment for dry standpipe
I ofts .
l.letstandpipe system to be shown on mechanica'l drawings as per
Section 3804-b as locally amended.
ITEM A.6
A. As stated.
now be classified as 3-story. Requ'i re-deleted. Spiral stajrs may be used for
B. In compl iance per Draw.ing SD-8.
EERING / 1AND SURVEYING / sIoRM DRAINAGT / STRUCTURAT / TRANSPoRTATIoNCIVIL ENGIN WATER & SANITATION
PEFIMIT
TOWN OF VAIL
oo
PLU MErI NGi./ M EC HAIVt CAL
OF BUILDING: 4 a JJ
oF woRK: El r,rrw f] noorrorrr E nemooel E nepn,n
PLUMBfNG: NUMBER / 17 1 (MECHANIGAL: NUMBER
VALUAT|ON $ I ..;'VALUATION $
REMARKS:REMARKS:
PERMTT ree 5+/.8 PERMIT FEE
\'. \
[laeenoveo E orsnppRovroN-'*"=,.\
roTAL FEES: $ .<47, Q
DArE il Ju' 7 *
8.&roEee
Soil & Faundciion
{ngineering
NEPOT{T OF CONCF.ETE EEI,D TESTS & COMPF.ESSIVE STRA}IGTII
A.STM ]I1ETHODS 1 i']DICATED
Rtt, AUG 21 1974
L033 South Froatage Road West
P.0. Box 1944' Vail, Colorado 8L657
4O1O HAFIBOB PLACE, COLORAOO SPBINGS. COLORADO 8@I7
303/ 5967647
job Nc.
Lab. Iic.
iocatior of Pour in Structure"Valls for uniis 7 r8 &9.Conc. Co.
lT-rr'.'.' N-.r a,'
1o1-1
1O7-i- ( tg-ZL)
Time / 12('P.f?Ticket No yg5-22_ Cu.YCs . Piaced34__ Tlne#it1-1.1-:Zo_ar__
Slu*p_*jr-Q__ ' Wt. of Fresh Conc.
c 143-66
VoI . of Load
c 23t-5?
Gai,/!o=O -
W=ter Ce:'::ent Ratio Gal,/Sack '.Mater Added @ P!.ant ,,. lob Siie 0
Adr.D::::re: AEA Oz/CY cement content t*tt'?cY
Ccarse Aggregete
Desigr: by ine Aqqreqatertr AE-rledate
3 i:j':'i
Dri.lled Cores - Last'no. of Specinen'lio.c 42-64
Specirnen No.
ete Tested
;Di:renslons incbes - Std 6 x 12 Cylt
jspeciaren l.vt. Lbs. ESSD/0.1953 CF
\ireight PCF BSSD
Area Sq. Inches - Std Cyt 28.27
TciaL Lged Lbs.
t;rt- ]
i--i
l-J
lS':er;th - -Actual PSi c39-66
Si::::g::h Rsq'd. PSI S:.-r cified
i.:-nirks *i[
Tested By: L. A. Lechner I"ieier Signed By:
1T1'pe of (!)
lFrac:ure Diag.I Shear
(2)
Cone
(3)
Vert.
Solit
Sarlrpled By:T. J.
tructlon Conoan:
o
8.&srFur8ffi
5orl & Foundriion
t JuL26tez4
1033 South Froatage Road llest
P.O. Box 1944
Vai1, Colorado 81657
4OIO HARBOR PLACE. COLOFAOO SPRINGS, COLORAOO 8@I7
Engineering 303/ 59S7647
PEPORT OF CONCF.ETE IiELp rESTS & CO.MPRESSIVE STREIIGTIi
ASTM IIETHODS II{DICATED
c,_l::tiac:ci-: c
?roject:
Locatior i ln Struciure
f Truck No- ]t, Ticket
truct Job lJc,
D:'re lvlolded:
Concrete Tenp. !!f, Ai-r
Slurnp---L9--Wt.
c 143-65
of Fresh Conc.PCF l_&1.8 A!.r
Jl:OS-*--'.'A3l;q6 renp. @ .
c t38-63 ' c 23L-62
Vol. of Load I Gal,/!oad
\Yiter Cenent Ratio Gal,/Sack Water A.dded @ Plani ,. Icb Si.te 0-
.l-Cr:.Lxiure: AEA
i.li:t )lo.:
oz/cv
Design by
iDrilled Cores
42-64
Specimen No.10?-
DEte Tested
i::rensions Inches - Std. 6 x 12 Cyl
cecimen lVt. Lbs.M.rsescF
'v-eight PCF BSSD
Area Sq. Inches -Std CyI 28.27
Tot"I Load Lbs.
(2)
Cone
(Gal)
Cenent Conteni ?CY
Ccarse Aggregate PCY
3 /:;'::,
ine Aqqreqata -PCY
r-" ASEI'egaCe
' i..
ests at Dais Asa'- Last: no. of Specinen'No.
2727
Sigped
ir1'pe of (!)
!Frac:ure Diag.I Shear
(3)
Vert.
Solit tT
!S-er.;th - Actual PSI C-?9-66
ij i:=::.;'a Rsq'd . PSI S:..-.cified 'e2
.a.e::arks *i{o'l-e e
Tested L. A. lechner Saupled By:T. J. I"ieier By:
o
REPORT OF CONCRETE FIELD TESTS & COMPRESSIVE STRE}TGTH
E.!8r**urtee
Soil & loundstion
Engineering
I run6t1974
- nt,,( AUU z r
1033 South Frontage Road l|egt
P.O. Box 1944
Vai1, Colorado 81657
4O1O HAfiBOR PLAC€, COLORAOO SPRINGS, CCILOBAOO 8@17
303/ s967647
ASTM IUETHODS INDICATED
Coi.t:acicr: Cunninghau Constructj-on Conpantr |ob 1.1c. '
Lab. No.
tO7:1
D3re i.iolde* 7/\9/74
concrete Tenp. t&:t
Slump l*
c 143-66
Vol.q
tOZ_t_( 2r_"0)
I Conc. Co. iiountaj.n l.iobileLoca".ioeofPourinSiructure].{orihvleststaircase.-_'--.---_
\9ater Cement Raiio Gal,/Sack
Adnlxture: AEA
. Ccarse Aggregate
ine Aqqreqatgrrt Ae-c?eJat p
3./+'-*{
DesiEn by
Drlll=cl Ccres_
c 42-64
of Speci.nen Nojr . .'.:9f tt6IlCl- C3.-u€ S es
Specirnen No.- IO?-!1)-'// o--/
126/?4 i/25/r+s:/'.ni-
inensions inches - Std- 6 x i2 Cyl 'std
pacimen Wi. Lbs. 3SSD/0.1963 CF ..(.c('l: l
Verghl PCF BSSD ,i 14.1. O '1 t,1 11 ''r,,r] 1
lA-rea Sq. Inches - StC Cyi 28.27 c6./1 29 2,28.27
Tct:l Load Lbs.7 t+?OO 74BOO 99000
i?';pa of (1) (2) (3)
lFric:u;e Diag. Cone Vert,! Sheer Solit il r E l r-t I i--'lIIiLJ
S';er.gth - Actual PSi C39-66 2642 2(t,A 1io2
I
I
J::er.3ih Req'C. ?Sl Specified OZB SOOO ,000 ,000
ienarks * I{o vislble exterior fai rn
::.,-//,
Sanpted gy:G. i4anzari Si-gded. tyz./ f4.-z'-le8ted By:
o
8.&rmsr8ee
v Ru OcT I F74
1033 South Fronrage Road West
P.o. Box 1944
Vai1, Colorado 81657
4O1O HARBOR PLACE, COLORAOO SPRINGS, COLOFADO 8@17
303/ 59e764?
FiEtD TESTS & CO'|VIPRESSIVE STREIqGTII
Soil & Foundolion
Engineering
REPORT OF CO}JCRTTE
ASTM IIIE?HODS INDICATED
C o..t.a cic r:
Prnior-i.
Locaiion of
Truck Nc.
'truc'ii on C ]ob lJo. '.
Lab. I'ic.
1o,'7-1
!o1-i-(25-3A)
Conc. Co.I'iountaln i'lobileStructure i{or-th'r';est eta-i-r ca.ee
Time hlixea_ :$k__pg '
Ic Tj.'cket No.-[001650 Cu.Yis.Placed -lC Tirne Arrived l,-:25. pni
.-
c 143-66 c 231-64-
Vo!. of Load cyfruck
\Ya:er Cernent Ratio
Adnixiure: AEA oz/cY
Gal,/Sack
I\li:< Nc.:
Design by
Drilleci Cores
42-64
Specirnen No.
ate Tested *'..:
lDinensions.inches
;S:ecimen 1,'/i. ibs.
Veisht PCF BSSD
Alea Sq. Inches - Std 28 .27
Tc::l Lcad Lbs.
(l)
Diag.
Shear
Tests
f ai't u.r'e na::
^ ^+:')J
ii'pe ot
I Frt c:u::
I
(2)
Cone
(3)
Solii
'l
28.27
l-1-<C00
!S'-:e..sih - Aciuai PSi C39-56
::r::-.!ih Req'd. iSi SPecified ;26
i---'=aiks * lio vislble ext
Tes E.ed By:
'1'40.
i02Oco
i-:tI -l
Sauplerl By: G .l.'ia.nzai'i Signed
1997
o
8.&rracrlsE
Soil & lounduiion
Engineering
REPORT OF CONCF.E?E FIELD TESTS & CO'IVIPRESSIVE STREI{GTH
onQu, a r9z4
fi"-'r'-a1
1033 South Frontage Roacl llest
P.O. Box 1944
Vail, Colorado 81657
4OIO HARBOB PLACE. COLOAAOO SPRINGS. COLORADO 8@'I7
3o3/ 59e7647
Cc::!ractcr:
Project:
Locaiic:r of
Truck Nc.
ASTM }"IETHODS INDICATED
job l{o. .
Lab. I',Io.
1O7-l
ra7-L-(2r-30)
iilr*""r,.0,'es! s'a'.r case Conc. Co.I'iouniain }iobil-e
Tlme lvlixerr J:44 nm '
J_b tibket No . VOOI-5 5O Cu .Yds . Placed--;g- Tirne Arrlve d-!l!5AA*-
t43-66
Vol.q
\\'a!er Cemeni Ratio
Adr:,ixiure:. AEA oz/cY
GallSack Water Addecl @ Plant_- '.--Jcb Sit: iO
(Gal) , '
sKlC'j.
iasign by
Drilleci Cores
S*"t""" II"t
3te TeSteCl .{1 ; ..
iScecinen W'.. Lbs.
Veight PCF BSSD
3SSD,/0 .19 63 |.
Area Sq. Inches - Std Cyi 28.27
Tct3l Lcad Lbs.
Specs.5* Sack . Coarse Aggregate
i.r-re Aggregate
11n.4./.i'
jT'1'pe cf
I F. ': r-, .:,a
t- !Jv-e.-
I
Dlag.
Sheer
(3)
Vert.
i'tI
I(2'
Ccne Sclit
S-ersth - Actual PSI C39-66
:::::r'.2ih Req'd. ?SI SPecified eZ8
.l -*.::.3ik s * i'Io
Tested By:
ble exte
Sampled By:G. l'la.nzari Sigued
,J-t,r_u ':5
tua?\
4;\
P*"
*o\.,4 Soii t-' Jou.ndotion
E . Snqnee,itng
q&,
coilclustoNsL4---
@"
,fi 1) ltl 9un oPl t'rtoN, rHE PnoPos
L SPRliAn rOOTt f{C rr)ur.rDATlOi!s
r
a_i} ?) Forrr'rn( r t r!i.r,_ir&.-,* SHouLD eed'- ',vt rH Ar LEAST Tfio (?) lio.
(
(
rC STRUCTURES
pRoPcRTlr)|,le D
SI{OUI.D A' SUPPORTEO BY
F0n A l'iiXlNlUir,l ALLO[/ABLE.n qnlr rt'-ir.!, r ar^ Dorccf r.r= arr tl(J ur., I L rE AR I ilc PRESSURE Of 4 uu!, l->i.
,lglL &Lllffl.QiJ,* To: AriD BOTroJ.r.
5 eAns (! ar.ns rorEd
l) Trtc traruRAL scrLs ni'rrrr/ca ili€ r,.,ic'':.J FILL r.'lLL BE sATlsFAcrcRy
TC SUpPORT THE GROUi\iD FLO()R SLASS.
4) FILL usEo ron suppcRT of Fouf.lcATrofls ar,rn/on FLooR sLABS sH0ur DSE APPROVgD BY ii'i E SOIL €NGINEgR AND SHT)ULD BE CCI.TPACTED TO ATLeAsr 95"fr tF '\rA)ilf,,ttjr..i sTAlisAno priocrcR 0ENSt ry AilO.lvl rr1 tx ?.fi.oF opTti,iuf,,t i,io lsruRi ccfjTEirT, pf.R tiSTi/ D-5?'5,
5) rt suBguRFAc{ DnA I ilAce sysrf i,,t si{ouLD 3i irLAcgD i\noui'lD ALL
9ASEI,tCi..IT L'I R GAJiDEN Lf,VIL r\RIIrS.
(') PRfsE;:T LtRcr,Jl,:D t'rA-fCu COr;ttTlli!S Ang SATIJFACT,)Fy Fi)R
B;\9Er,lCNT COftSTRUCTtOt;, lF DEStRCO.
?) Typt 1 cgr,rIr.rT :ir'i!,' ei us€D tir ALL cor,]cfte re .
SCOPE
THI S Re PORT
ITiTESTICATION AT
P[.ESe tJTS THE niSULTS OF .{ SC I L' Ai,lO iCui\jOr\ii O}l
THE SI TE OF THI PRCPOSgD i,ioNTINEROS NO': 2
Coticoi.i|il|ur.t Ccr.ipLt:x TC sE .LCCi1.TaD I t,,t TitE LtOf.:s;lgAo AtiEA cr VAtL,
fAsLE cOUN?Y, cCL0nADO.
THi PuePosc 0F rl-rts I rivEsrt GATtoi.r :,.rAS To DETEnn tr.j: sugsuRFAci
ccrialTloi'i s AT Tl{ls slTE A|.,tD Tc F0nl{ULATe F0Ui.iD.CTlON DEStcr,t cRITERtA
FOR THE PFIDPOSED STRUCTUNCS.
I
(:\,
(
PRcrecr no. 447
Plce 2
Aenrl 18, l9Z4
6) THE REsuLTAr,rr oF ALL FoRcEs Acrr Nc oN THE BAsE oF THE
FOUNDATION OF THg RETA IT.I I tIG STRUCTURES SHOULD BE t(EPT
1ll rH I N THE i<ERN. TH.AT I s, T]r€ RESULTANT oF ALL FoRcEg
SHOULD rr*OT HAvE Ati ECCENTR I c I TY cREA TER rnrru 1,/5f x Or
THC I'JI OTH OT THf, BASE OF THE FOUIJDA TI ON BEI,IEATiI THE
RETAININC STRUCTURE.
?) lF THE RESULTANT ronccs ARE KEpr
":./trHtr'l rHE KERN oF
THE FOUNDA T I ON THEN I T CAT-I BE ASSU}"IEO THA T Tf{E RE-
TA I N I
^IG
STRUCTURES !./I LL Bg SUBJECT TO AN OVERTURN I NO
rrovE!.rENT EeUAL ?o AppRox I l.rATELy 0.1fr oF THE ToTAL
HEICHT OF THE RETAtNtNG STRUCTURE, f,TEASURED FROM THE
BASE OT THE FOUNDATION TO THE TOP OF TT{E !/ALL. I T
SHOULD BE NOTEO THAT THIS SLIGHT OVERTURNING MOVEMENT
I'VILL OEVELOP ALiJtOST IIJ|IIgDI,\TELY AFTER PLACEI',IgNT OF THE
BACKFILL MATERIALS BEHIfIIO THE RETAIIIING STRUCTURE. IF
OVERTURN I NG i{OVEt'E}I?S ARE CR I T I CAL DUE TO S?FIUCTURAL
CONNECTI ONS A? THE TOP OF THE I,IALL, THEN THg IJALL
SHOULD BE CONSTRUCTEO AI'ID tsACI{FILLEO PPIOR TO COMPLETION
OF THE STRUCTURAL CONNECTI OI..IS.
B) THe r,rsxt'rrulJ pnESsuRE lr,,tposED AT ANy pol NT AT THE BAsE
OF THE FOUND,qTICN iTALLS SHCULD NOT EXCEEO THE I,IAXIMUM
ALL0iTAgLE SOtL BEARING pRESSURE, rvHlCH lS 4000 PSF._f>
lF you ilAvE ANy euEsrtoNs coNc€RNlilc rHts MATTEF; pLEASE FEeL
FREE TO GIVE US A CALL.
RESPg,CTFULLY SUBr'l I TTEO T
THor,tA s E.
FRESI OANT
Sur,tuERLEEn P.F,
TS/ t r.r
cc: C. F.cc; KKglrA,
LIURPHY, ,\RcH l TEcT
ATTN3 t,tN. DONALO LIST
"4#,+.Kq
&"'.'tS
l: or a:guo)
(
4010 ftrboi Pl(}ac
coLx&Jc sp Ing5
cdo,cdo ' B09i /
303 590 '7547
20? n.rrli cr"cl\ .oLi' !
D c box '&44
lrarr . cok:roi--io ' 0165i
303. 4'b.2211
o
Ir Ru JUt{20p74,lPRtL 18, '19?
RE: RgTA t N I NG !]ALL DEs t
iliCNTENEROS NO.2
CoNDot, I N I ur"t CoTTPLEX
S TRUCTUR E
L I ONSHEAO AREA
VAtLr COLORADc
PRo.JEcr No. 447
k,
I
Foshr
GN CRITERIA
& PARK ING
KKSI.:A-;.3 i; .tr
Li:!;rG;l
1;u:iv 1,1
f-: l: I-, --: .->-
I rv;igr ii :ii
nL1 IDL?/'4n.'a I ri i:
F"c lt, ii 7'-:.
It Bc i rN f] -U
r-l f:i ;:i: i-l;,= t. ;L-r,! l-_ Lr
,rl c.: I n-. l-- ;
Ene r ru-e
'ehrd, -
N I NG I',ALL
REF ERENCEO
tr
soil tt foundation'r dngineering
CUNNI NGHAI.i CONSTRUcTION & OgveIOpI,IENT COMPAHYP. O. Box 41E
VA r L, CoLoRADo 81657
GEi.t TL EM EN 3
As FEQUESTED BY MR. DONALD LIST OF KKtsNA, STRUcTURAL.'./E ARE PROVIDING HERE$/'TH DESIGII CRITERIA FOR THE RETAI
STRUCTUAES FJHICH T,,ILL BE CONSTRUCTED AT THg SITg OF THE
PROJECT.
8AsEO ON THE RESULTS OF OUR FIELD AND LABORATORY INVESTIGATIONS
AND ADDITIONAL eNGlriEERlNG ANALYStS, THr FOLLOT','Irrc CRtTERIA lS
SUGGESTED FOR ANY TYPE OF RETAlNING STRUCTUR€ OR I]ALL TO Bg
CONSTRUCTEO AT THE PRO.JECT SI TE'
1) lT ls AssurJEo rHAT TirE BAcr(irLL TTATERtALs rvlLL sE A
SI LTY TO SL I CHTLY CLAYEY SAND ANO GRAVgL SO IL CO]''PARABLE
TO THE ON-51TE rvtATERlALS.
2) Tnr uN I T urg I cHT oF THg sAcKr I LL, ','rH I cH rJt LL BE coMpAcrED
AD.JACENT TO THE RETAINING $/ALL STRUCTURESg SHOULD BE
AssuMsD To BE !25- pouNDs pER cuBrc Foor.
3) Tile nE.rrtNlNc t'/ALL srRUcruRe s siiouLD BE DEstchlED To
IYI THSTAND AI.I ACTI Vg EARTH PRESSURE i'/H ICH CAI't BE
ASSUITEO TO BE AN gQUIVALgNT FLUID PR€SsUFE EQUAL TO
A,)5 tli"lEs rHE urtr iiElcHT oF THf BAcKFtLL r"rATERtALs,
,tt - i-4r/_t
4i PAsstvE EARTIT pRessuREs t.{.{posEc,oN THE RETAtNINc r'/ALL
STRUCTURES CAN BE CALCULA TED BY ASSUI,I I IIC A},I EQU I VALENT
FLUTD IYgIGHT EQUAL TC ?.75 TIINES TH' UNt T IiEIGHT OF THE
BACKFILL I,IATER'ALS.
5) TH€ coEFrtctE.NT 0F FRlcrtoi! Acrttic oru THE BAsE 0F
THE RCTAININE IlALL ST,TIUCTUFES CAN BE CALCULATgD BY
USING A FACTOR OT 0.35 Tti,IES THg I'IOR},IAL FORCE ACTING
VERTICALLY O}t THE BASE OF THE ITALL FOUNOATIONS. A
hIINITIUI't SAFETY FACTOR OT 'I .5 SHOULO BE USEO !";HEN
CALCULATI NG THE SL I DI NG RESI STANCE.
-: \--f, ).
PLUMEIINGi./ MECHANICAL PEFIMIT
TOWN OF VAIL
OF BUtLDING: 4- o i)5
oF woRK: d *r* E aoorron E neruooel E nepntn
IPTION OF WORK:
PLUMBING: NUMBER | 7? q P MECHANICAL: NUMBER
VALUATIoN $ ?3. a€a oo VALUATION $
REMARKS: ,-/-----:\.REMARKS:
--r/ \
// /
peaut/ ru{ q4/. e /PERM]T FEEt/
I
It o'ifur{
F eennoveo
ToTALFEES: $.547.&
E otsnp*o*o\\\r- oo*tt Ju 7+-
a U
I i 'c
Subcontractor List
Ju]y 15, 1974
Page Six:
#64 - painrins:
3;18.il"3:.1;?.t.n
etenwooa Springs, Colorado 81601
#66 - caulkins: F:3:t[:1.[rconst.
& Dev. co.
Vail, Colorado 81657
#67 - Builders Hardware: High Country Bldr.'s Hardware
P.0. Box 82- Dumont, Colorado 80436
#69 - Ceramics: Not decided at this time.
#71 - Resilient F'loor: Not decided at this tine.
#74 - Elevator: U.S. Elevator
1945 West 12th
Denver, Colorado 80204
#75-ParkingLot&Curb'ing: B&BExcavating
Box 249
Vai'l , Co'lorado 81657
l
#76 ; Relocate Gas line: Cunningham Construction & Dev. Co.
P.0. Box 418
Vail, Colorado 81657
Pub'lic Service Co. of Colorado
P.0. Box 328
Vail, Colorado 81657
#77 - Finish Grade: Cunningham Const. & Dev. Co.
P.0. Box 418
Vai'1, Colorado 81657
#79 - Landscaping: Not decided at this time.
#80 - Clean-up: Cunningham Const. & Dev. Co., P.0. Box 418
Vail, Colorado 81657
#81 - Inspections and State Sales Tax: State of Colorado
Ifl8'i.fu,:'ffi::I"'
Colorado Springs, Colorado 80917'
#82 - contractor's Fee: 3:iltffilu1r3on.t. :_:.'.
,..
Vai'l , Colorado 81657
o
Subcontractor List
July 15, 1974
Page Five:
#44 - Temporary Heat:
#45 - E'lectrical:
#46 - Temporary Power:
#47 - Telephone
#50 - Fireplaces:
#51 - Interior Trim & Doors:
#52 - Specia] Millwork (incl. stairs,
ski racks, folding doors)
:
#55 - Mirrors & Bathroom Supp'lies:
#56 - Shower Doors & Toilet Fartitions:
#58 - Cabinets & Counter Tops:
#60 - Appliances:
#61 - Saunas:
#53 - Special Masonry Work:
,..
Cunningham Const. & Dev. Co.
P.0. Box 418Vail, Colorado 81657.
New Electric Inc.
Box K
Avon, Colorado 81620
New Electric Inc.
Box K
Avon, Colorado 81620
Mountai n Bel't
Vail, Co]orado 81657
Harrower, Inc.
6897 Lowell Blvd. Box
Westminster, Colorado
Minturn, Colorado
Pella Products
4500 Grape Street
Denver, Colorado
Glenwood Glass
s.-
rf'/157 v .p
80030
Foster Lumber Co.
Box 446
81545
.2(_
.P
80216
Box 671
Glenwood Springs, Co1orado 81601
Not decided as of this date.
Rocky Mountain Kitchens
1390 West Evans, Unit K
Denver, Colorado 80223
Hotpoi nt
4200 Hol'ly Street
Denver, Colorado 80216
Viking Sauna
9231 Hooker
Westminster, Colorado 80030
Glenwood Masonry
Glenwood Springs, Colorado , 81601
Subcontractor List
July 15, 1974
Page Four
#27 - tlindows, Fixed Glass,
Sliding Doors:
#31 - Insulations:
#32 - Fireproofing:
Foster Lumber Co.
Box 446
Minturn, Colorado 81645
Gl ass
#33
#34
- Safety Program (C0SH):
- Sheetrock and Texturing:
#36 - Plastering and/or Stucco:
#37 - Paneling:
#38 - Roof Structure and Rigid Insul ati on:
#39 - Beams:
#40 - Roofing:
#41 - Sheet Metal ilork
#42 - P'lumbing:
#43 - Heating:
.7Vd.72'2'<- A*
' Co1 orado l,lest Insu1ation /P.0. Box 862
Garfie'ld Roofing Co.
Glenwood Springs, Colorado'
Glenwood Springs, Co'lorado 81601
General Building Service & Supply, Inc.
1736 Boulder Street
Denver, Colorado 80211
Sunrmit Heating & Sheet Metal
Box 417
Glenwood Sprihgs, Colorado
G'l enwood Spri ngs Mechani ca1
0969 154 Road' Glenwood Springs, Colorado
New Electric, Inc.'BoxK
Avon, Colorado 81620
Eagle, Colorado 81631 '
Gardi neer Dry }'lal'li ng Co.
10605 East 25th Avenue
Aurora, Colorado 80010
State of Co'lorado
Gardi neer Dry },lal ling Co. - 1
10605 East 25th Avenue Y
Aurora, Co]orado 80010
Sprigg P'laster & Stucco ., ./
2628 East ltth Avenue
Denver, Colorado 80206
Foster Lumber Co.
Box 446
Minturn, Colorado 81645 '
Garfield Roofing Co./
/
81601
8r601
Contractffi,
81601
46e
o
Subcontractor List
July 15, 1974
Page Two
iJr+tO - Excavate, Backfill, Rough Grade:
#11 - Machine Time:
#12 - Rentals, Repairs, Sma11 Equipment:
KS Contruction
Box 13
Edwards, Colorado 81632 .
B & B Excavating
P.0. Box 249
Vail, Colorado 81657
Cunningham Const. & Dev. Co.
P.0. Box 418
Vail, Colorado 81657
Cunn'ingham Const. & Dev. Co.
P.0. Box 418
Vail, Colorado 81657
Cunningham Const. & Dev. Co.
P.0. Box 418
Vail, Colorado 8f657
Eagle Valley Concrete
P.0. Box 2
Edwards, Colorado 81632
Mountain Mobile Mix
Box 517
Frisco, Colorado 80443 '--
Foster Lumber CompanY
Box 446
Minturn, Colorado 81645
Cunningham Const. & Dev. Co.
P.0. Box 418
Vail, Colorado 81657
Eagle Valley Concrete
Box 2
Edwards, Colorado 81632
Mountain Mobile Mix
Box 51.7
Frisco, Colorado 80443
Concrete Pumping Inc.
5351 lJest 6th Avenue
Lakevlood, Colorado 8021,4'
Beck Fabricators, Inc.
Box 584
Breckenridge, Colorado 80424
#13'- Footings:
#L4 - Rebar and/or Mesh:
#15 - Stemwalls
#16 - Structural
and/or Stemwa'l ls:
and/or Fabricated Steel:
Subcontractor List
July 15, 1974
Page Three
#17 - Deck and/or S'lab llork:
#18 - Flat Concrete:
#19 - Precast Concrete T's:
#23 - Labor:
#24 - Labor Overhead:
#25 - Subcontract Labor:
#26 - Rough Carpentry Materials:
Mountain Mobile Mix' Box 517
Frisco, Colorado 80443
Concrete PumP'ing; Inc.
' v 5351 llest Sixth Avenue ,
Lakewood, Colorado 80214 '
Mountai n Mobi'le Mi x' Box 517
Frisco, Colorado 80443
,Eagle VaIley ConcreterBox 2
,, Eagle Valley Concrete, Inc.- Box 2,
Edwards, Colorado 81632 ,'
Edwards, Colorado 81632 .
/
Mountain Modular Mfg., Inc. ,/
Box 749 ' Y
Eagle, Co]orado 81631
Cunningham Const. & Dev. Co.
P.0. Box 418
Vail, Colorado 81657
Cunningham Const. & Dev. Co.'
P.0. Box 418
Vail, Colorado 81657
A & G Builders
Box 175
New Cast'le, Co]orado - 81647
Trirn"rays Construction Co.,Inc.
5407 Cody Street
Arvada, Colorado 80002
Foster Lumber Co.
Box 446
Minturn, Colorado 81645
Structural Panel Components
P.0. Box 1606
Missoula, Montana 59801 '
Independent Lumber Co.
P.0. Box 615
Eag'le, Colorado 81645
o,
construction
and
development
company
The following is a ljst of subcontractors for the Lion
project as of Ju'ly 15, 1974:
Square North
#4 - Permits & Insurance:
#5 - Tap Fees:
#6 - Special Assessments
Tests:
Town of Vail
P.0. Box 100
Vail, Colorado 81657
Dotvis Agency
P.0. Box 911
Sterling, Colorado 80751
Town of Vail
P.0. Box 100
Vai'1, Colorado 81657
Torn of Vail
P.0. Box 100
Vail, Colorado 81657
Thomas E. Summerlee
Soil & Foundation Engineering' 4010 Harbor Place
Co1orado Springs, Colorado 80917
Cunningham Const. & Dev. Co.
P.0. Box 418
Vail, Colorado 81657
Glenwood Septic Tank
Route #1 Box 528
Carbonda'le, Colorado
co./
81623
& Material
Facilities:#7 - Site Work & SanitarY
#8 - Signs:
#9 - Stake Out:
.' Rogue Guirey
Vai'l , Col orado 81657
Cunningham Construction & Dev. Co,
P.0. Box 418
Vail, Colorado 81657
. vail, colorado 81657. telephone a/c 303 476-5237p. o. box 418
b.I r-a
July 22, 1974
Mr. Ken He ure r
Cunnlngham Conrtructlon snd DcvclopmcntP. O. Box 418
Vall, Golorcdo
Desr Ken:
I hrve Just rccelved your llst of subcontractorr for Llon SquorcNorth and flnd thc follorlng contractore rlth no llcsnso or onothat hes not brtn r€nsyed!
Glenrood Septle Tank Co. (lf they arc only furnlohfngporfable fol lctr, a I lcenre rontt be rcqulrod)Mountaln Modular l{19., tnc.
A e G Bulldors
Trlmways Congtructlon Co., I nc.
Colorcdo llest Insulatlon (IJl | | requl re I lce nse I f theycre f urnlshlng labor as fle | | as aratsrlalg)
Gard I neer Dry tla I I I ng Co.
Sprlgg Plarter a SfuccoGarflald Rooflng Co. (neods to bo ronertd)
I rould appreolate lt lf you uould havc these peoplc obttlnappllcotlonr for llcensee aa soon 6t posglblc. Thanks for your
ass I s ta ncr.
Yours tru I y,
TOIIN OF VA]L
DEPARTI"IENT OF COMF{UNITY OEVELOPUENT
Dlana 5. Toughl | |
F
&&t
Rrt JUL 31 1974
Frasigr & Gingery, lnc.
COATS TJLTIIVG E IGIIV EEFS
2840 SOU:I'H VALLEJO STREET
E\\GLEVOOD, COLORAOO 801 l0
TEIEPHONE 303 76T.4860
Mr. Jerry Aldrich
Chief Building Official
Town of VailP. O. Box 100
Vai1, Colorado 81657
Job No. 452.2L - PLan
STATEMENT
Check - Lion Square North
JuLy 23, L974
Fixed Fee Due
ok '13 PAY TL+r t
A{\.\a.5Nf da*-v
Accounts not paid within 30 days from date of statement will be charged INTEREST at the rate ot 7!o per month ol the unpaid balance.
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itPO-xT OF CO:JCF.!T; ilELD T:STS e CC\/iPRlSq[ry
L033 South Frontage
P.O. Box 1944
RU AUB 21 1974
Road West
VaiJ-, Coloredo 81557
4O1O HABBOB PLACE, COLORADO SPFINGS, COLORADO 8G)I7
30'31590-7647
STRI!.:GTH
P.STPl }"{;TF;ODS INDiCATED
Job I'i,-
Conc. Co. I.!o
1.;me luiixgd ii:41r. l?n
No.],!Olij0.i_Cu.Yds .Placed 22 Time Arrived-j-i-20 un- '
ro7-1
D:'.e N.1olccd:'d/L/7t+Time: 5:00 Curing of SampieiC( I^ab: &n t{oist Rccn:.,31:'66 T'q_31-66
Concreie Te;:p, !gf, .[ir
Slump l.- Wt.
c l+3-66
- o r.O;!enp. ou r
or rresr,ltlc. PCF---14.1J--
c 138-63
cy/Truck
Con',.ent 2 l-, 2,
c 231-62
Gal.Aoad
Air
VoI. of Load
Oz/CY Cemeni Content
Specs. 5z Sac].Coarse Aggregele
Fine Aggre-oate
Water Added @ Plant___r_iob
(Galj
PCY
FCY
qiia J.nv.. "---_-----::Ja-_a^- r\
[\, C I is!.:,/c:'
DesiEr by
Driijed Ceres
c 42-64
'Tests 4t pays Age- .i,asi, rg of Sccci::e:: IIO.Iiffi ai d.avs of a.rrel
Sce cinen iio . l_07-l-\?-7
D:re Tes;ed :t/3/74 E /;J /7 I'
Di:::e,"rsicr:: inches - Std 6 x l2 Cyl Srd
.speciren -',iri. ibs. BSSDz'C.1963 CF .' / -i- |?7.'j2
!
I
\"'e:chl FCF 3::S.D ij'.c.5 IiLl -2 I
r;rea Sc. lnchcs - Stci Cyt 28.27 23.27
!
Tctal L',.d L'Cs ,jll20o t20c0
gr;'pe ol (I) (2', (3)
iFrac;:-::'.r Diaq. Cone Vert.I S;ie :i S pl it E E l
iS'.renrth - Actuai PSI C39-55 ') c) 7,r--i 2Aaa
S:rc:'.;:--, Req'C . ?SI Specif ieC
D^^ -r r:- i.
Te rterl uy:Sarapled By: Q. i{anzariSigned BY:
o
effic'€
O Ru Ocr 1.pi74
I
t,,6 1033 South Frootage Road West
gt"L P.o. Box 1-944
Vai1, Colorad'o 8L657
4OtO HAF60R PLACE. COLC,RADO SPffINGS. COLORADO 80917s[[ & Foundotian
Engirreering
i;i,oRT oi COI'jCF.lTi': iitiD TiSlls & CCliaPF:ESS!\E
303/ 59G7647
\,,riF!!..-tE
AST r'rf l''liTi-IODS I}{DI Ct ?ED
T j lTle h.'- ixed r! : 4l! -i.ij
lT-'^i. Nc 'l ; Ticket No.VOO] uu:i Cu.Ycis .Piaced ZZ ?inie Arivea-j:.ZC--p:l---
I
ii r.^;'ia.' ai
I
I
D:ie !v,!oliec:
c 3I-66Concrete Te:,:rc. ?4"?, Air Teap. 60"F
S]unrp 4 Wt. of Fresh Conc. PCF 1 !,7 2
c 1{3-66 L,, IJ U-OJ
Vol . of Load cy/Truc'.-
Time: i' zAJ Curlng of SamRieS Lqb. -&!. Idoist R';cn
\., 3l:66 ::
Air Conier.t 2 ^^ ')'.
W 4J !- o!,
Gal./ioad
1\'5ier Ce::,el:i Paiio
:Spe cir'en -'\'i . L5s .BSSDz'0.1963 CF
\:eight PCI 3:llj)
l,tea Sq. lnchcs - Std CyI 28.27
Tctal L':,ed Lbs
Water Added G Plant ,. Icb
-,11= li -
Cemen'r.
Coerse
Content
Aggregate PCY
,Il
Aggregate
Tests at of' Speci r:er
.lUzCI7
OCC c00
Ga!,/Sack Site 1,.0
r.u;r:.L/\: e. i:. f t'Jt1 oz/CY
an
Design by
Drllled Ccres
Scecinen i{o.
Dste Tesied
lDi::ensio:rs;nches
I
c 42-64
ltr')- |
-Std 6xlZCyl
(!)
Diag.
Sliear
/, \
Cone
(3)
Vert.
S olit
[-lu_l
1.r
l-r.OC0C
)CCO
!'i ii- i
lS'rength -,Actuai PSI C39-65
Rcq'C . PSI Specif ied ,.tcc j000
.Renar!<s
\\Jc t,'
sl:,1c::
std I sid
1C7000
?978
1Ti'pe oft-I F r:. |.t;lrtt
I
I
L_--r_ _Tested By: G.Saupled G'. l'lanza:- sigo.ed
''o
i o
DATE
TIME RECEIVED
]-___-_.'-;'T-T-l:rl'il--:-.::'...---
o ,NsPE.lor t[SLTsr
I pnnrrel.
READY FOR INSPECTION
E otsappRovED ! nerNsPEcr
LI UPON THE FOLLOWING CORRECTIONS:
ffi
COMMENTS:
SPECIAL INSPECTION REPORT
107-l
RU AUg 21974
NsPEcroR'-T.*et* lAerce
Gn+e't ln*N>npl
PROJECT NAM
ATE ' LOCATI OII i APPROVED I CORRECT I ON S REQU
CCNCRETE:
MASONRY:
STEEL;
PRECAST:
0THER: Specif
ADDITIONAL REMARKS:
Mr. Jerry Aldrich
Chief Building Official
Town of VailP.0. Box 100Vai1, Colordado 81657
Re:
August L, 1974
Plan Check
O ,o A.JB z Er1
has
however,
thispiping
Frasicr & 0ringcry lnc.
CONSULTING ENGIIVEEFS
2840 SOUTH VALLEJO STREET
ENGLEWOOD. COLORADO 8OT 10
TELEPHONE 303 761-4860
Fq G Job
an
No.4s2 .2r
Dear Jerry:
We have reviewed the nechanical and electrical drawingsfor the subject project dated JuIy ZS, L974. With referenceto_our reports dated June 13 and July 10, 1974, we find asfollows :
ITEM A-5
Wet standpipgs have been provided in conpliance. Heatbeen provided in storage rooms containing standpipes;hose cabinets are located at exterior balconies-. - Forlocation either an air pressurized systen or interiorwith extended freezeproof val-ve is rbquired.
ITEM A-11
Elevator shaft vent is not indicated.
ITEM A-12
Toilet exhaust fan wiring provided.
Conpliance cannot be checked.
ITEM A-16
Fans are not specified.
In compliance.
ITEM A-19
In compliance.
crv[. ENGTNEERTNG / |AND SURVEY|NG / SIORM DRATNAGE I srRucruRAt / TRANspoRrATtoN I WATER & SANITATION
Mr. Jerry Aldrich
August L, L974
Page 2
ITEM A.20
In conpliance.
On Sheet M4 under Specification 15.B.4.a.4 all water piping
is Type K copper. Lines over 2 inch diarneter to be ductileiron pipe per Ordinance No. 5 (L974) Town of Vail- anendment to
Section 1004 of the Uniforrn Plurnbing Code.
Please call us if you have any questions.
Very truly yours,
FRASIER 6 GINGERY, INC.
Knud O. Rasnussen, P.E.
Project Manager
K0Rdw
cc: T.A. Grossman, Jr.
rNsPE.lot
TOWN OF
FIEOUEsiT
VAIL
oarc 3 A,-:& 7+ J.BNAME Lr^l.4.ro,o.= r'..),^',ptftt[ AUB 51974
rfME REcEfvED 3,,r:-, AM@ catte^ VA;^t
E orHen
@
COMMENTS:
Ls7 Fc* e-rfelr,o\
6r:ari ., *afaT-l.|
TUE
READY FOR INSPECTION
WED THUR rnr 4,,.1= et@
f,neeRovED E otsnppRovED
fl uporu THE FoLLowlNG coRRECTToNS:
CORRECTIONS
!nerNsPEcr
€t&o
i[ & Founduticn
Engineering
1033 South Frontage
P.0. Bo>: 1944
J{ir ''"
11974
Road irlest
Va11, Colorado 8L657
40l0 HAFBOF PLACE. COLOSAOO SPFINGS. COLOFADO 6Cs!7
I,'POF:T CF CO]'ICF.!T; FJE:-D TISTS & CO\,.PF:ESSI\'T,
303/ 596-7647
's$! \
liSTl.'i lr{ETiIODS I l(DI CATED
t^
It-
i i'rcJ e ci:
[junni Ccnstruction Con
on on F.,eaii;h
! -r'ad c.( i\: c . : ':Ticket h'e. \rCCi5?9 Cu .iis . Placed
lal-. !'i.I O-,-'l
tUr'-l-\_/-+a)
liou:t'r,aii: i.c ci i e
?:nre l.{ixei ::: CC
?i;:ie arrivei ,z,vv
\J\.' I r !- . \./u' .
D:ie \4clc:c: c/9/',4
-v
o!-1 r
Slunp _r tr
nrrn-6! = iior.-.
31-66
, 4-rr
wt.
Teup. ?ZoF
of Fresh Conc. PCf
Time: lz:]0 Curino of sanplei* frliu&f i4oist Rco=
A-ir Conient i.L
c t43-66 L, IJ 5 -85 C 23!-62
Vol. of Load Gai /l.oaci
\\'ster C.e::re:l? Pario GallSack
Ainixru:e: liIA Az/CY
Design r;.'
Drlliec Cc:-es
c 12-64
Specirne; lIo.iC --l
to Tc <.-n.J
iDi:le:rs:c::s inches - Std 6 x i2 Cyl
;S!eci:r'i:-. '\';i. i.5s . 3SSDz'0.1963 CF
\ieicht PCi BSS)
f A:ea Sc.. .i:.ches - Std C-vl 28.27
Tota.L Loec Lbs.
Water Acideci @ Plani . jo: Siie irJ -(G:Ji icali .Cement Conten: PCY 5;- S-5: ''a'--
Coarse Aggregate .-L.Y ! L'!-! -
-J /:'" =:
Fine Aoqrecete
4 /lttt !!lEararrTo
Tests at s Age - j,ddt; nc.af Qrron i r:. a rr
J ; .r.)i;
i: r.n :-l
:.CC' I ' '|;'. li !i .
ilr'ce oiI -'
lFra ctu:.e
I
ll)
Diag.
Shear
(2)
Cone
t?\
lIo rf
Spiit
t_t
L_J
i-]
!
lS'.rengi:-. - Ac'.ue1 PSI C39-66
PSI Specified 328
i.enaik:
zoc?26t?I
2/./1 |
Si l std
Tested I,]' :''. 'i an'n?1rlF Sanpled ll,anze.:.J. Sigued
to7 -l
RrL Au62t€74
SPECIAL INSPECTION REPORT
INSPECTORPROJ ECT
F VAIL
v lvei€]
afl.el filenz*rzr
DATE i LOCA APPROVED I CORRECTIONS REQUIRE
CCNCRETE:
Fc+=r-etz Fc+*
I{ASONRY:
PRECAST:
0THER: Speci f
ADDITIONAL REMARKS:
RU AUG 131p/74
INSPECT FIEOIJEST
DATE
TIME RECEIVED
E ornen ,r-'?l:oe E pnnnnl
c)READY FOR INSPECTION
WED THUR
E orsappRovED ! nerNSPEcr
.;
E upor,r rHE FoLLowrNG coRBEcnoNS:
CORRECTIONS
I
I
!
i
*
r
L
i
I
i
/
DArE (-r3^ 2j/---7--
RU. AuEt41974
Town of Vail
W.IIICTRICAL PERMIT Job Name......S.,-.'s.r,-5...... Sq^l"t*... ..N.a.+.h..
Electrical contractor..... M*o.r*'rr-...FJdt;.c-,.....e*.,-..............
Applicant...
ll| \ tl
-.lAJ.;.....ffi*+*vff-
Date or Apprication--.. A!S- t.4 .. ................rr..1.1/..
APPROVALS
tlrrAg- ti
FORM IS TO BE POSTED OT{
SITE DURII{G COIIISTRUCTION
24 HOURSI N)VANCE NOTICE
REQUIRED FOR INSPECTIONS
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
Date Paid...
35
$...-........................
s.//.t.o.o.e".e-.o
il.q..1,"b..Q-..
$.,. 1..7. b...P...o-...
Received 8y................... &
THIS
JOB
Slgnature
-11
'lta l, a. ,|ol!laL !0., oaxYrt !0rar I
a
rNsiPEc(}off TlTlfEEir
DATE
TIME RECEIVED
.; :r A:i' 1 .loe NnMe
AM PM CAL
E ornen
MON
COMMENTS:
TUE
I pnnrrar LOCATION
READY FOR INSPECTION
WED THUR
I"'I APPROVED
E UPOI.I THE FOLLOWING CORRECTIONS:
CORRECTIONS
! orsnppRovED ! nerNsPEcr
DATE
rNsr=3#,1,I1974FIEBUEST
VAIL
oo* f- /l ' '/'/
TIME REcEf vEo / i l4 a au
JOB NAME
PM
! orxen
COMMENTS:
TUE
fl pnnrrnl LocATroN
READY FOR INSPECTION
WED THUR ,^, 8.'*J Ktr*
APP ROVE D
trA
ISI upoIII THE FoLLowING CoRREcTIONS:
fl orsnppRovED ! nerNsPEcJ
CORRECTIONS
!r-.,-''i L-/ n ^'- r- va-,j{. r -
i
INSPgCTOR
I
O|llN E R./ DE VE LOP E R
S UBM ITT IAL DATE
PROJ ECT
ENTITIES
PRELIMINARY STAFF
REV IEl,J
MASTER P LAN
LAN D SC AP I NG
RECRE AT I ON
AMEN IT IES
DATE PROCESS IN6
RE CE IVED OEAOL INE
DATE
COMPLETED S IGNATURE REI.lARKS
EN6R. CHEC K
DES IGN CHECK
ENV IRON14ENTAL
IMPACT REVIE'/.J
ENV IRON14ENTAL
I MPACT RE PORT
z0N I tt6 chEcK
TOWN COUNC I L
REV IE}J
be s toN eEv r rw
F I NAL ZON ING
REVIEI{
BU I LD ING DEPT.
PLAN CHECK
MECH,/PLB6J
ELECTR ICAL
PUBL IC WORKS.
F IRE DEPT.
AR IANCE CONO IT IONAL USI
A/J44'/'A*I t A n-t*2^at--b)Aatu1;-A .a-*-4 Z. lOtut
PUBL ICAT ION DAT E
;
t
i
HEAR ING DATE
TYPE AMoUNT
D"vAR I ANC E .Jl6 l^
COND. USE
ENV IR. IMPACT
PLAN CHECK
REcREArror UrtS*
PERM I1 , BLDG.
-
PLUMB IIIG
MEC!1AN I CA L
ELT,CTR ICAL
W@_tst
DATE PA ID REMARKS
A-/'< a,(&
d-,' /'/t'{/-"-t'.tttlrq.fu &u^4J-------7- / 4411r
' ilt- r,t q4
ve\''
t, .V .,,/ yo
-
Ltt
'
il'lLl \r/ |
{'\Ut . 0" lo september le74V\/d
\ Mr. Jtm Cunntnsham
Cunnlngham Conetructlon Co.
Box 418
Valt, Coloado 81657
Dear Jlm:
Thtg letter ls to conftrn our tetephon€ conversttlon of yosterday
9 Sept. 1974 conce,rnlrrg proporcd changar ln th€ "Llon Sguare
Nfith" Forrct. We have lrweetlgatod tha propored obangeo.
and ftnd no o'blectlons structurally c acgthetlcally.
To the begt &ur knowledge, no de problan should be
€ncourterGd by the proposcd changcr.
Your propoacd changes af we undcrrtand them. ana aB followg:
l. Mone sltdlng gtaee doors on all unlts not contalnlng
lo&s, south, to a polnt sltghtly beck of the present
gouth edge of the balconles on those unlta.
2. Handralle at all affectod unlta to remaln aa orlglrutly
shown.
3. Totat S.F. lncreaea ln tbe sntlre profect to bs l'170 S.f .
Tbls wlll gttll fall wlthln acceptable F.A.R. llmlts
by the Town of Voll. Thts change affects 2l of the
27 unlts ln the proJect. It ftrrther, nay affect the
total assosment of the proJect for bulldtng permlt,
etc. purposss.
Ralatlve to the Town of Val,l Deslgn Ravtew Commlttse and what
acilon thoy nay want to take on thla, I am forwardlrE a copy bf thts
letter to Dlane Toughttl for a determlnatlon.
Slncerely,
Theodo A. Groesman lr.
c.c. Dlans Toughlll
flu sEP 1t tE74
rNseecGru FIEBUEsiT
VAIL
' \,
Pate l( Jet 7/ JoBNAME
TIME RECEIVED I\M PM CALLER
TOWN
n orxen E penrreu LocATroN
READY FOR INSPECTION
THURMON
GOMMENTS:
TUE {.'l,r evidl
)E npp RovED
CORRECTIONS
E orsnppRovED E nerNsPEcr
r2z€ F
ff uroru rHE FoLLowrNG coRREGTToNS:
:trlDATE'r ltt r
f
DTSIGN REVIEI'I BCARD
DATI 0F l'ltETit'lG: o/7'l
I'IEI4BERS PRESEI{T:
SUBJECT:
*2
AcTr oN rA!!E!!-9!-9-94!q :
l,l0Ti0N
VOTE:
LJECONDED B
-/./v
-i7-7r#*f-y'-i, 1
APPROVED:
DISAPPROVED:
i,q: €,aFlTEV4
office of the town manag€rbox 100
vail, colorado 81657
(3031 476-5613
September 17, L974
Cunni ngham Construction Company
P. 0. Box 4r8
Vail , Co lorado 81657
Re: Electrical l.liring of Balcony
Attention: Kenneth H. Heuser
Area
(1)
,'[3i
l-rous*5$r'\.:.= hJo*1.t|
Dear Ken:
Your situation is indeed a unique one. The amendments to the
National Code by the Town of Vail require all pubfic or cornmercial
areas be wired in E.M.T. However, due to the jo'i sts trusses being.placed closer than originally planned, thereby causing severe
notching to install E.t'I.T., and the use of Mer-Kote weather deck
above, it is felt that specia'l consideration be given this matter.
Authorization for the use of non-metal'l ic sheathed cables in
the exterior balcony areas is hereby granted provided the following'conditions are met:
(4)
Mer-Kote weather deck is installed on balcony floors.
26 gauge steel is installed on underside of balcony.
l'lon-metallic sheathed cable is instal]ed as close to mid
span of joist uridth as possible.
Non-metallic sheathed cable is supported not more than everyfour feet by either straps or through ho1es in joists.
Upon meeting the conditions stated aobve, it is felt that thesafety required for protection can be met.
Sincerely,
DEPART}'IENT OF COMMUNITY DEVELOPMEN T
g-1 e. Aa.o-
Jerry L. Aldrich, Chief Building 0fficial
JLA/nmm
o Rlr SEP 1? F74
J
September L3, lg74
Mr. Jerry Aldrlch
Tovn of Vail
P.0. Box 100' Vai'1, Coloradq 81657
Kenneth H. Heuser
Construction Manager
o
construction
and
development
company
Dear Jerry:
In refeience to our conference-of September t0, 1974, we are covering
our balconies with 3/8" non-combustib'le Mer-Kote on the walk surface
and 26 guage Color K'lad steel'by Vincent Company wi.th-a fluoropo'lymer
finish.- This product was approved for use by the design review com-
mittee at their Septemb,er 12, t974, meeting.
Due to the extreme difficulty in trying to use conduit, we feel these
products will give our electrical system in the balconies more than"
iufficient protection to be run in non-metallic sheathed cables.
p. o. box 418 . vail, colorado 81657 . telephone a/c 303 4765237
KHH/st
Rtl sEP 191974
F|EEUESiT
VAIL
D^rE 11 3€F 7+ T9BNAME
TIME RECEIVED
lNsieecrlbru
TOWN OF
AM PM CALLER -\-/t:jC,rJ
E ornen
MON
COMMENTS:
FRITUE
E pnnrrnl. LocATroN
READY FOR INSPECTION
WED THUR AM PM
XI APP ROV E D E orseppRovED
E(1tor rHE FoLLowrNG coRRECToNS:
CORRECTIONS f \ .=laz,..,rz;' /-oa:,* ,..: V.ut5
f] nerNsPEcr
--' 1" , t'\. -\\ {-:*
rNseecr(bru
TOWN OF
FIEBUEST
VAIL
E orxen
MON
COMMENTS:
TUE
E penrrnl LOCATION
READY FOR INSPECTION
THUR FRI-
-_-\( u1_A5Ai'o"o
X.^ttRovED
E uporu rne
CORRECTIONS
E orsnppRovED
FOLLOWING CORRECTIONS:
E nerNSPEcr
"r lf
(2)
and would have urits responding w'ithin a very short tirne.
S.) 'Ilat the alarrn system in the building be equipped with a battery stand-
by syst€flt that would imnediately take over tilontior^ng of the sy3tern
during power internrptions.
One additional benefit that r"ou1d be derived frcm the installation of such a
systsn is that the buildhg rpuld be nonitored on a 24 hour a My, 7 day a week
basis, whether occupied or not.
If pu have any questions or wish to discuss the points at greater length, please
do not hesitate to ca1l.
Sincerely,zzz
Mike Carlisle
Fire Chief
VC/kal
cc: Jerry Aldrich, t/Bnilding Official -
I
t
RiJ sEP26f71
. vail, colorado Bt6s7 . 3o3.476.s6i3box t oo
Septenber 25, 7974
Cunninglran Construction And
578 S. Lionshead Circle
Vai1, Colo-. *8,1657
Develorrnent Co.
Gerrtl-enen:
Ithile reviewing the plans for the fire alarm systen at Lionsquare North, the
Fire Departnent feels that you, as the contractor, should be arvare of the
problems that the system presents if it is cor;pleted as now proposed.
L.) Detectors that are specified are a AC por+ered, self
contained unit. lrtren this type of detcctor is activated,the signal it enits is only aud:"Ute for a short distance-in the inrnediate vicinity. Other occupa.nts of the bui1dingare not notifiecl that a problern exists jn the building.
2.) If tle porrrer to the building is interrup-ued for any reason,the detectors cease to operate and building is virtually
unprotected
3.) I,f the tmit, as instalLed, is operating properly, someonein the area nust realize rvhat the signal- fudicates and placet a phone call to the Fire Departrnent for assistance.
llith the above nentioned drawbacks to the proposed system in nind, the Fire
Departrnent nakes the following recormendations:
1.) Detectors be of a ccrrmercj-a1 q/pe that are porvered by normaleLectrical current.
2.) That all detectors be tied to a central alarm that rr'ould sould
evacuation horns should any detector be activated.
3.) The hose cabinet systsn in the building be equipped with a' flow switch that r,'irulcl. sound. the evacuition ttorii unon any move-
nent of v,ater in the systen.
4.) The central- alarn fron both the detectors and the flov; sr+itch betied into the receiving staticn of the Fire Departnent, so that
we haye instant notification of any' problen in- the buildine,
/a7-l
SPECIAL INSPECTION REPORT Rrr ocT 1p7f
PROJ ECT N I N SPECTOR'-T1o n lA erc.rq
L+tzLf (EclNE'z
4*e{ /l/lAN>4R I
RREcr lolrs- E!!
CONCRETE:
MASONRY:
5TE[1 L:
PRECAST:
0THER: SPecl f
ADDITIONAL REMARKS:
rNsPEcrlbru FIEEUESiT
VAIL
t\Oafe | .--r.. T z4 JOBNAME Lror.ls+,..,-,-e \ )\'tT.+
rME REcErvEo ia: a:, @prvr CALLER flf oeT t €i4
TOWN OF
,$
! orxrn
MON
COMMENTS:
6E)
E panrrnl. LocATroN
READY FOR INSPECTION
WED THUR FRI AM@
fuottRovED
JAI upoITI THE FoLLoWING CoRRECTIoNS:
coRRECT|ONS I
E orsappRovED D nrrNsPEcr
DATE JOB NAME
TIME RECEIVED AM PM
I penrrnl.
TUE
READY FOR INSPECTION
WED THUR
pnr+.nov.e o
Z-aeor-tre nllowr NG coR R ECn oNS:
CORRECTIONS
n orsappRovED fl nrrNsPEcr
DATE /2 -,/ - 2y'
r.=:;l-;.' ! .*--
rus'EclG'tr SLi3l='
DATE JOB NAME
TIME RECEIVED AM PM
! pnnrrnl
READY FOF INSPECTION
WED THUR AM PM
AL/ t, ,=E
a1,t lL
fi neeRovED E orsnppRovED
Q unoru THE FoLLowrNG coRRECTToNS:
CORRECTfONS y'lt.Z c ,l/fr4 /.t /:E
fl nerNsPEcr
.-21,r t / tl I L.@ tl.' .' t') el.t e.-
,1,','i s'a,)/- /'"7a ..,,/r',4 7'tr/ z-i 1r'/ r n4 7-
^ ,/<
'_'/3 07
/a/-lo
PROJ ECT N LrcN 9
SPECIAL INSPECTION REPORT
V,IN OF VA IL
,{oorr(INSPECTOR 6,^ rftercz
$[ ocr 141s74
6neY mr^,2,42t
DATE i LoCAT ION i APPR0VED I - eoRREcrloNs REQUIRED
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DATE 6 'U)',1 74/
Hu ttov ? p74 0 rNseecr(bru nEeuEsr
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COMMENTS:
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DATE
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wED @ ,*' dr o@
I orsappRovED !netNsPEcr
oe',e ,/ 2-,/ 7- 74
a
. _December !Q, !!7-4
Mr-. $lm. James Cunningham
Cunningham Construction &
P.0. Box 418
Vai'1, Coiorado 81657
Charles H. Green
Development Co.
Surrnit Heating & Sheet Metal
P.0. Box 417
Glenwoqd Springs, Colorado 81601
Dear lulr. Cunningham:
This letter wi]l affirm that the duct work in the lower 'level of theBridgewater Inn will be replaced according to all applicable codes and incomplete accordance with the Town of Vail by January- 15, 1975.
.
It is further understood that summit sheet l,letal presenily oles Lionsquare Management company $1350.00 r,rhich shoula sirrrice tb cover thernajority of the replacement costs.
Very truly yours,
SUI,IIIIT HEATING & SHEET METAL CO.d-4l2a
ltr, _{grry-Aldrlch .. l'rl-. vgl. I J Ftr!rl lvtl] .
Bul lding' Deparlrnent
Town of-Vaii
December'20, 1974
' 0ear Jemv:YYErrr rvst rJ.
'. Attached nleace flnd'a conv.
. ,ToWn of Ua.l I :
P.0. Box ltrJ' ' v;ii,liotdiiao' etosz \
fjnd.a copy,of the 'letter,signed by Surmit lleating
warrantylng that they will get the duct work in tfte
$n'laced for us by January 15, 1975.
Sumrnit Heatlng & Shegt Meta.] Co.
t HEEUESiT
VAIL
TIME RECEIVED
I ornen
MON
COMMENTS:
E pnnrrel LocATroN
TUE
READY FOR INSPECTION
.. WED THUR FRI AM PM
APPROVED
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CORRECTIONS
florsappRovED fl nerNsPEcr
4 ..-t i-t --lDATE .4 / .I )e<__ /*
INSPECTOR
Structural Engineer: KKBNA, Consulting Engineers
Soils Engineer: Thomas E. Suunerlee, Corp.
llechanical Engineer:
Electrical Engineer:
BUILDING DATA
GENERAT
Developer:
Architect:
Use:
Occupancy:
Number of BuiJ-dings: 2
Construction:
Fire Zone:
Areas:
Parking Structure
Condominiums and Health WinqFloor Areas
Covered Balconies
Decks
Occupant Load:
Parking Structure. Cond,ominiums
MONTANEROS II
F & G Job No. 452.2I
June 13, L974
PROJECT DATA SHEET
Cunningham Construction and Development Co.
C.F. Murphy Associates
Apartment House, Parking Structure
H and Fl
H-TypeV-1FI - Type II
3
3,300 s.F.
28,653 S.F.
2,049 s.F.
4,965 S.F.
17 Persons
114 Persons
Health Wing 58 Persons
Decks and. Bal-conies (G 100 S.l' . ) 70 Persons
Fraier & Gingcry, lnc.
CONSULTI|VG EIVG|IVEERS
2840 SOUTH VALLEJO STREET
ENGLEWOOD, COLORADO 8OT|O
TELEPHONE 303 761-4860
tt Juil I? EA
June 25, 1974
Mr. Jelry Aldrichctrier auLrain!-olriciat
Torrn of Vail
Box 100
VaiJ,, Colorado 80657
Re: Montaneros II Condoniniums
F&G Job No. 452.21
Dear Jerry:
fn accordance with your telephoned advisenent on June 24, J.974the Project Data Sheet, dated June 13,1974 for the subjectproject is revised.to read as follows:
VATUATION
Valuation by Contract
Permit Fee:
Plan Check Fee:
$90o,o0o.oo
$ 1,587.00
$ gor. ss
Very truly yours,
FMSIER q GINGERY, INC.
-.,,,?:'
Knud O. Rasmu'ssen, P.E.Project Manager
KOR:b
CIVIT ENGINEERING / I.AND SURVEYING / sronu DRAINAGE / SIRUCTURAI i IRANSPoRTATIoN / wlrrn & SANITATIoN
VAI..UATION
28,653 S.F.
2,049 S.F.
4,965 S.F.
3,300 s.F.
$23. 00
$10.00$ s. oo
$12. 00
659,019.00
20 , 490. 00
24 ,825.00
39, 500. 00
743,934.00
1,130.93
7 35. 10
e
0
e
e
Total
Pernit Eee:
Plan Check Fee:
$
$
$
4cor*o
MONTA}IEROUS II
F & G Job No. 452.2L
June 13, L974
PART A
REVIEW FOR OCCUPANCY, TYPE OF CONSTRUCTION AND EXIT XEQUIREMENTS
Conunentary as to Code compliance, and supplemental observations isas foll-ows:
ITEM A-I
The condominiurn building is of Type V - 1 Hour constructionwhich is lirnited to three stories under Table 5D. As shown onplans submitted for review, the lofts exceed the permissible sizes
under Section 1307 as amended by Ordinance No. 5, Series of L974,
Town of Vail; hence the building is classified as a 4 story struc-ture.
ITEM A-2
Fourth story lofts are served by spiral staircase. Under pro-
visions of Section 1307-d of said Ordinance No. 5, Iofts in Units
A qualify for use of spiral stairway; lofts in Units B require a
standard stairway.
ITEM A-3
Per requirements of Section 3302-a, fourth floor of lofts requirea second meErns of exit. If east stai:r'vay is extended to roof ,if an exit door is substituted for window adjacent to vanity, andif walkway with railings is provided from exit doors to stair-
vray, requirement would be satisfied.
ITEI'I A-4
For buildings four stories
systems are required under
ITEM A-5
in height, both dry and wet stand pipe
Sections 3803-b and 3804-b, respectively.
Al-ternate solution to problems under Items A-1 through A-4 aboveis to reduce loft size to limitations of Section 1307 as amendedby Ordinance No. 5, Series of L974, Tordn of Vail to reduce building
A-I
oO
to three-story classification; in which case, addition of wet
stand pipe system as required under Section 3804. as arnended undersaid Ordinance No. 5 for 3 stories is the only required modifica-tion.
ITEM A.6
A. As shown on Sheet A-2, a 2 Hour separation wall provided onGrid Line 4 thereby permitting the structure to be consideredas two separate buildings und.er Section 505-cl-1.
B. The separation wall as shown on Sheet A-8 fails to qualify
as a separation wall since gypsum board fireproofing is notcontinuous through floor-ceiling systems and since it does not
extend to soffit of roof sheathing as provided under Section
50 5-d- 4 .
ITE},I A-7
With reference to crawl spaces as shown on Sheets A-8 and S-1.
A. Access openings as noted on Sheet S-1 are in compliance with
2517-c-2.
B. Craw1 space vents as specified under Section 10.4 of theSpecifications are not in compliance with Section 25I7-c-6.
A11 vents are specified for north walJ-. Cross-ventilation isrequired. Three vents of size specified are needed in bothnorth and south wal1s for compliance.
C. With vents provided as above required, vre reconmend that re-guirement for insulation of first floor be investigated.
ITEM A-8
Window Tgpe Cras provided for emergency exit in bedrooms,is in compliance with reguirements of Section l-304; however, wequestion the positioning of the window at the center of the light-well in the adjacent deck walkway at Units A. In the event of fire,erection of a high ladder through the lightwells would be diffi-cult.
ITEM A-9
fn Units A the water heater is located in closet adjacent to entrydoor. This closet is obviously a cloak cl-oset.
In Units I the water heater is located in a closet off of theentry corridor bearing the notation "provide shelf and hanger rod'r.
A-2
Section 508 of the Uniform Mechanical Code, as amended by Or-dinance No. 5, Series of L974, Town of Vail, provides that waterheaters shal-l not be installed in closets or recesses used forwearing apparel or home cleaning equipment.
ITEM A-10
With reference to the two stairwel-ls as shown on Sheets A-2,3, 5 and 8 and detailed on Sheets D-35, 37, 38 and 39:
A. No doors have been provided at entxy openings. The stair-
ways cannot be classed as exterior stairways since exteriorsides are not 508 open to prevent accurmulation of snoke ortoxic glases. Hence, l-Hour LabelLed doors in steel framesshould be added, or required exterior openings provided..
B. Wood construction of stair, as an interior stairway, j-s incompliance with Sections 3305-1 and 2204.
ITEM A.11
A. Elevator shaft, as detailed on Sheet D-35, does not haveventilation as required under Section 1706-d.
B. The Specifications do not includ.e the elevator. Elevatordoors should have l-Hour rating per Section 1706-b.
ITEM A-12
Toilet ventilation is not shown. Five air changes per hourrequired. under Section 1305-a.
ITEM A-13
With reference to skylight as detailed on Sheets D-2-4 and D-25:
A. Skylight materials are not specified.
B. Four inch curb required under Section 3401 , Paragraph 1.
C. Gl-ass must be wire glass unless protected both above and beLowwith a screen as per Section 3401, Paragraph 3.
D. Intermediate glass supports required as per Section 340r. ,Paragraph 2.
ITEM A.14
With reference to unit fireplace flue encLosure, as shown on
Sheet A-8 and d.etailed on Sheets D-26 and D-27 z
A-3
One-hour firestopping should be provided. in enclosure aroundflues at each floor line to avoid classification of flue enclo-
sures as a "shaft" under Section L706.
ITEM A-I5
Occupant load of party room, shown on Sheet A-4, is calculatedas 45 persons. Single exit provided is adequate under Table 33-A.
ITEI{ A-16
Roof drainage system is not indicated. Roofs are flat with in-sulation slope of L/4 inch per foot per Specification 7.5.2.Roof drains and overflow drains or scuppers required as per Sec-tion 3207-c.
ITEM A-17
Percentage of exterior wood veneer above the first story exceedsthe allowabLe 75 percent established under Section 1705-d-2
as amended by Ordinance No. 5, Series of L974, Town of Vail-.
ITEM A.18
A. Per Section 220I , Type V - l-Hour buildings shall be of one-hour fire-resistive construction throughout.
B. T\^/o layers of Type "x' 5/8 inch gypsum board have been usedat the area separation wall as shown on Sheet A-8. A11
other details show L/2 inch glpsum board,and in some cases,
Ilzpe "x" is desJ-gnated.
C. Under Table 43-C, L/2 i-nch Type "x" gypsum board is per-
mitted for one-hour construction at ceilings. Details arein conformance .
D. Per Table 43-8, ftem 76, 5/8 inch Tlpe "x"lgypsum board is
required for walls and partitions for l-Horfr rating.
(f) Per Table l-7-A one-hour fire-resistivd construction isrequired for permanent partitions. S$ecification 9.1.7.I
calls for l/2 inch gypsum wallboard. l5l8 inch Type
"x" is required.
(2) Specification 9.L.7.2 ca1ls for L/2 inch Tlpe "x"gypsun board at exterior walls. 5/8 inch [rpe "x" isrequired. llanufacturersr literature lists only 45
minute rating for L/2 inch [pe "x" used in walls andpartitions.
ITEM A-19
Fire detection systems are required in all units to conform toprovisions of Section l3l0-a.
A-4
ITEII A-20
Electrical pJ.ans have not been submitted for review. Exitlighting and exit sigms must conforr with requirernents of Sec-tion 3312.
A-5
ITTONTANEROS II
F & G Job No. 452.21
June 13, 1974
PART B
REVIEW FOR COMPLIANCE WTTH ENGTNEERING REGULATIONS.
ITEM B-1
Soil boring log was submitted for review. Soils Engineer'sreport and recommendation for allowabLe soil pressure was notsubmitted.
Design soil bearing of 4,000 psf has been used.. Soils pressureis linited as per Section 2906 unless soil-s report is submittedas per Section 2509-c.
ITEM B-2
With crawl space ventilation as required under Itern A-7-b, theneed for providing frost cover for all footings measured from theinterior grade elevations in crawl spaces shoul-d be investigated -particularly if floor insulation is installed under ltem A-7-c.
ITE}I B-3
Treated. wood is not specified. Exterior posts as shown in Sec-tion ErlS4 should be mounted as required under Section 25L7-c-4.
ITEU B-4
Section 25I8-f-1 provides that 2 x 4 studs may be used in uppertwo stories and that 2 x 6 or 3 x 4 studs shall be used in lowerstories.
At the party walls between units staggered 2 x 4 studs at 16inch centers have been used for each unit at juncture. Calcula-tions have been submitted to verify stud capacity.
Subject to approvaL of the Building Official .
ITEM B-5
Bridging has been provided for 14 inch Truss Joists at roofsin conformance with Section 2506-9-2, Item 5. No bridging is
shown for 12 inch Truss Joists at unit floors which is in con-
formance with Section 2506-9-1 and with exception thereto.
B-I
ITEM B-5
On Sheet 52, glu-lam beams shown at the Health Building do not
conform to required heavy tirnber sizes for one-hour fire-resis-tance. Any exposed portion of the beams shoul_d be protectedwith 5rl8 inch Tlpe "x" gypsum board.
ITEM B-7
Calculations strow balconies have been clesigned for 70 psflive 1oad. Balconies at north side of the building are exitbalconies and require 100 psf live loading per Table 23A.
B-2
F
Fraier & Gingcry, lnc.
CO|VSULT|IVG EIVGI /EEB 9
2840 SOUTH VALLEJO STREET
ENCL EWOOD, COLORADO 8OT TO
TELEPHONE 303 /6 1.4860
c-, F. MuR.11 y AS5ocinre5
8zu i GT-l 5iRa,.c:1- 5<ttt u 52-('
Project No: 45 L_. L-l
Date: !-1=.:/z{
RU JUt{g s74
C-> ,\ in fr n/r , tV I V irzt S
We are
with theof the
making
Subrnittal of tliree copie:;to the project is requir.directly to this office,
Official.
The rnaterial rece ived
the following marked
of a.lI trecessary inforntation pertaining
:. l'wo copies slrou lJ lre f orwarded
irrrd orte copy f olr.'arrled to the Bui lding
is incomplete irr
Additional
Requi.r'ed
for l'evi(rl\'
Srrbrrr,itted
(a) ()(-) ()(z) ()(o) (z-)(c) (z)(a) (l )(",) (. )(o) (r)
aI.l addi ti-onal required
P lan Check, and ques t ions
lleport rnust be direc:terl
Vcr'y truly yours,
|trAS r u{ 6 GINGERY, rNC.
Check oI tlteu . B.<". -
strbjcct pt'oject
llui lding Code
for contpliattceat the request
S ite PlanArchitectural Drawings (z-)
I tenr
Struc t ural Drawings
Mechanical DrawingsLlectrical Drawi-ngsStructural CalculationsSoil lieport
Spe c i fi cat ions
in this office
categories:
l{etltti re d
(2)
(t-)
(a)
?-)(r )(r )(r )
(Jopy
CIVII. ENGINEERING
No Plan Check work wi.l 1 be tlone utrtil
inforrrration as rnarked is srrbnri.tted.
A11 inquiries as to tlre : tatus o[' the
pertai.ning to itens of the l)1art Clteck
througlr the tsui ld j.rrg Of f ici a1 .
J endY fit-or?rctl
, -lNl1ilin,g"qrffi f -*** -r
-=--"' ,a ..5)
-.r'ft.uo -4 a . Ua4t4r-2* *-
'7KnuJ o. ltasrr/ussen, P.x.
Proje
Gent le
i M o F.r 'T A o.r L ,<c'S Jf
a [)] arr
1'73
Bui lding
SIRUCTURAI / IRANSPoNIATIoN / WATER & SANITATIoN