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2r0 10640800 1
Vail Village Filing 2
Resubdivision, Lot D
Lot D-2
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MEMORANDUM
TO: Plannlug CommLsslon
FROM: Department of Community Development
DATE: October 2, 1975
BE' Conditional Use Permit for
Tofel and Selby
Office. Bulldlng
Based on Crlteria and Findings from Article 19
of the Zoning Ordlnance, the Department of Community Develop-
ment staff recommends approval of the subject conditlonal use
permit:
1. The development obiectives have
not been clearly deflned for this paitlcular district; however,
we must recognize that 1t has become'Town policy to discourage
office use within the CCI area. Tbis pollcy was created
not to deny the need for office space but to malntaln the
mlxed use concept. The issues that must be consldered in,
'light of this proposal are:
a. Is it desirableoffice buildingin area outslde
csc?
to allow anto be locatedof CCI, CCII, or
b. Is lt deslrable to mix Pure hlgh
density residential structures
with a pure high densitY office
st'rrrcture, or should the uses be'- mixed within the structure?
c. If it is desirable, what ls the
most appropriate locatlon for tbls
use to occur?
PLANNING COilIl l -L()i'tcoNDrrroNAL u-jRlrrrOetober 2, 1977
Page Two
FOIT OI,'FICE I]UILDIC
Wlren one views the community for tlre most suitable
means of provlding offlce space, the following factors should
be consldered:
are higher for
occupants. )
a, The frequency of vehicular vlslts
offlce uses. (Dependent upon the types of
b. User access by vehicles should be
convenlent.
c. The office structure
centrally located to corunerclal cores.
d. The location ol the
should not conflict wlth exlsting use.
The proposed project ls located within a HDMF
uone surrounded on the rvest by the ValI Clinic (lrtDMI') and
on the east by the Hollday Inn (Public Acconrmodatlon). The
MDMF and Public Accommodatlon districts are high intenslty
use areas. The relationship to tbe clinic and munieipal
bullding will more than likely encourage support services to
be located wlthin the proposed building.
The exlstlng uses ylthin tbe llDllP nne are ghort
and long-term dwelling unlts. The nature of the office use
will have minimal effect providi.ng that uses do not produce
off-site noise or odor pitUtems
The effect of mixing residential and office
use wlthfn the ":r".structure has the tendency to spread the
offlce use throughout the entire area. With the advent of
should be
offlce structure
, -:j",fl
E3$il1+13-13't|tilr,,
"o* o, FrcE r3urLDrN
Oqtober 2, tgZV
Page Three
the l[all System many of these offlces wiIl lose their desirablllty
because of the lnconvenlence of access.
Any sltes whlch are in close proximlty to the
Frontage Road have the tendency of belng below everage llvlng
'environments. The proposed use wl 11 prectude the addltlon
of more dwelllng or accommodation units into the available
houslng re$ource base. It has been the impllclt policy of
the Town to dlscourage whenever posslble major actditions to
the housing resource base.
The locatlon of the slte wlll. al. low prlncipal
traffic to enter from the Frontage Road. This will llmit
trafflc clrculation on resldential streets.
2. The proposed use will have little,
lf any, impact upon distrlbution of populatlon, transportatlon,
utllitles, schools, parks and recreatlon or other ,publtc
facllitles. In fact, there ls perhaps a posltlve lmpact ln
that a potentlal condominlum site which would impact these
important community concerns is not adding to the bed base
and populatlon. The slte would al1ow approximately 30 - two
bedroom condominl-um unlts or 120 additlonal people.
3. Trafflc could be a Problem ln
the area due to the cl.os-e proxlnity of the llilton Inn and tbe
Post Office driveways. ih" p"oposed traffic pattern is more
desirable than routing the cars through a residential and
emergency ambulence and flre routes, A portlon of the
traffic problem could be alleviated by proper signlng a
potentlal
4. The character of the neighborhood is some-
what commerclal in character due to the cltnlc, the lltl.ton ,
the Munlcipal Bulldlng and the post office. rn terma of bulk,
the proposed proJect ls ln keeplng wlth the general scare
. of tbe aree and somewhat smarler than some of the aurroundrng
atructur€s.
5. There would be little or no envlronmental
lmpact created by the proposed offlce bullding
t
THE MORTER/TODD PARTNENSHIP, AIA
Propoeed Va11 Profeeglonel Butldlng
The appllcants for the Conditlonal ljse Permlt are:
Jeffrey B. Selby
P.O. Box 1528Veil, Colorado 81657
Rlehard l{. Tofel
P .O. R;ox 172
VaiI, Colorado 816 57
Condluonal UBe Pendt ls sought for the expregs purpose of provldlng
profeealonal offices. Tha property is ?r.Bently zone Hlgh Derstty
Multtple tantly Dl8trlct and Ln aecordanie wtth Sectton 6.300, of the
Zollng OrdLnance, Condl.tional Uaes, subparagraph (1), Lbe propoaeil use
16 pernicted, upon Lsauance of a Condltlonal Use PerElt.
The precLse uae of the buildlng wlll be for professlonal offices
tncludlng, but trot treceasarlly llntted to the folloeLng; legal
offlces, accountanta offlces, inaurance offlces, engineerilg offlced,
architecta of flces, general bilgine-se of f 1cee, corporate of f lces,
Eovernuentel offices, brokerage offlces, real eElate offlces, and other
sinil-ar ugee.
Other data requireil by the Zonlng ordlnance is contained rrlthin Ehe
stteched architectural drawlnge.
In accordance vith Sectlon 18.500, Criterla and FindinSs, the appllcant-
respectfully offere the fol]owing coments. (Paragraph nunbers are
leferelced to those 1n the Zonlng Ordlnance)
l) Appltcant rDderstalda that the de8lgn objectlve of the Town of Vall
rrlth respect to profeselonal offices ls that lt be located in Buch
places nhere re6ldentlal la not conduclve. To thls end, tbe proposed
proSect would provide sn alternative locatlon for Ehese types of
professtonal offlces preeently located l-n btherareas atound v411.
2) The proiosed uge is sErlcEly non-resLdentl€l, and r11l have no
effect on population gro!|th. Coneequently, Lt e111 not create :rny
addltLonal needs for schoola, parts, recreatton facilities and other
publlc facl1itles. Its overall lnpact. dn utllltles rlll be rdnlnal
becauge of lta lack of effecE 'on populatlon. No additional transport-
atlon facllltles stl1 be requl.red and the non-regldential cheracter of
the bulldin8 rleans no flreplaces to add to Vail's perlodlcal air
pollutlon problen. The bulldlng 1s sufflciently renoveil fron
surrounding atructureg to avold any probLens aseoclated wlth light and
aun expoaure.
cRossRoADs AT vAtL BOX 1186 VA|L, COLORADO 81657 47&5105
v
THE MOFTER/TODD PARTNENSHIP, AIA
the Crafflc affect. at th16 congosted area;
3) Trafflc conttol, The buildlng ls belng deslgned to be In total
conpllance. wlth the zonlng regulaEtons wlth respict to parklng. thisoeana tlat all vehicular traff{c cieated by the butldlng can te handlednlthln the site rlth absolutely no Lnpact on aurroundlng parklngfaci1ltle8. Access to the 81te Ls available on 2 eldee. Due to therore resid€ltlal nature of the south eide of the building, the pEinarytf&fflc pattern wlll revolve around tbi north.eotrance- Thle entrandetLeg into the Frontage Road st a pol.nc rdrere traffic has been ELowed
dona already by traffic colltro]. slgna. ftth a heated ramp and trafflcco(trol slgns on the propercy, every effort vilt be llade co [r.nimlze
As an eltertstLve solutLon, lngress trafflc coulil be routed from theFrontage noad nlth egress trsfflc routed to the 6outh of-the bul.lding.Thla solutlon cen be instigated at the outsei of the project, or heldLu abeyaace until Lt {E deterBl,ned through uae that a piobleo doea
exls t .
Olre poBltive hpsct the prolect couLd have Ls the ellralnation oftraffl.c to the core area of thb village where eertaln buslness office8are preseEtly loc.ated lf the8e offices I|ere relocaled to the proposed€tructutE.
The propoeed butlallng 1s ceutrally locared !r-l thln the Vai1./Llon6Eeadcmplex e.td pedeatrlan acceeaLbllLty 16 ancicipateil, Thls type ofactivlty s111 have a posltlve firfluence oo traffLc control.
4) The eharecter of the surroundlag area la such that a buslneaa
end profes8lonal bulldlng is a consiatant u8e. Speciflcally the useof the bulldlng or the eest and. Bouth are high density resLdentlal
coEdoni.nluna, l'hlle Ehe uaes to the rest are the clinlc and the Hiltonhotel. On tbe north is the tosn offlces anil ?ost Office. In terl,g ofbulk site, tbe proposed structure ia snaller than both Scorpto andthe gllcon, but larger than tbc torn offlce6, the cllnlc and the Ska11Haus. 'By usa and. bulLllng ne8s, the proposed stritcture ls very conaiatentrdth the surroundLng oeLghborhood.
PI,ANNIilG COMIIISSION
SI]UMARY
ocToBER 3, 1975
MEUBERS PBESENI:
Dudl€y AbbottBiIl EeimbachBill gaDlotr
Gordon PierceBill Yilto -- II
Dave Sage -- III
Pete Eichsteedt
JID Lanont'
Jim Xortor
R1c-b Tofel
lten on tbe agendaitem oD the agenda
OIIHINS PBESSNT:
I. Resubdivlsion for School Site -- BLock B, Potato Patch --. final
After a brlef sumary of the resubalivlsion proposal
1o! tbe reaubdivlslon by Ji.n Lanont, Bill [anlon
made a. motion tof final approval of the resubdivision. and Dudley Abbott seconded tbe aption. A vote was
taken and tha proposal rras unaniDously approv€d,
II, Resubdlvlg_{on of Lot D, Vail Village trlrBt l1}1ng *-
A pfoposal was made by Rich Tofel and Jim l{ortorfor the resubdlvlslon of Lot .D; Vall Village llrstF1l1trg. J1m Lanont ga.ve a bri6f descrlption of thelot in questj.on and steted that stafl had tro problem
with the request. Gordon Plerce Bade the rootion for
a.pproval of the resub, and Dudley Abbott secoadedthe notlon. A vote vas ta.ken and itsas approved un-
aninously .
III. Condltlonal Use Pernlt fo" the proposed offlce building
. Attached 1s the writteu request by Tofet/Selby folthe Coadltlonal Use Peimit lD order to allow aB
of f lce building on lot D, Va1M11age First Tiling .
The Planning Comnisslon felt that there was no problem
wlth the requested use but that a better traffic plan' and pedestrian access should be worked out.
8111 Wllto mad€ the motlon for approval contingent uponthe fBct tbat Jim uortor worl< wlth the Department of
o
PLAI{NII{G CO XISSIONoctober 3. lg75
Sunrhary
Page Two
III. CO}IDITIONIIL U
Conounity Develophont to work out a flnal trafflcpLaD as,well as a. ped,€strlaD access.and then returnto the plannlng CoDmlsslo! wlth their tinOfngs-ior-&pproval - Goidon pierc6 seconded the motion'and ihevote wa.s unanlnously ln favor of grantlng tne con_---dltlona,l use permlt .
IV. Ski Uuseun -- Joint se66lon vith the Town Councll
o
II
r976
210 10640800 1
Vail Village Filing 2
Resubdivision, Lot D
Lot D-2
Town of Vail
ELECTRICAL PERIT{IT
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
283
$....-..........-......-..-..
$....-.......................
s..../..D.?. l@rcRftev'
s.........-..--.........--...
,../o-.:-
Received rr... &R.....-.. H..7- t /..'-
Date or Apprication.... JU)V-. .. Z 7- ...------rr--Z-G--,------
Electrical Contractor
/)
tppri"u,t..fu. Wtslurtur.
APPROVALS
TO BE FOSTED ON
RING GOltlSTRUCTlOt{
24 HOIJRSI N)VANCE NOIICE
REQI,'IRED FOR TNSPECTIONS
rNa a. r. Hor!raL 3o,, oaxvrl tl0atl
PLUMEilNG;/MECHANTCAL PEFTMIT
TOWN OF VAIL
DATE F)l t
T.BNAME lA'; &*n'tu ' B )i/ r-lLl^rJ
--t
owNER J=7.tr3rl / %ert ADDRESS
"o"r*o"ro" / .N;/JA;€ S^z /ua eaonej4l-,4a9
E OF BUILDING:
#
LASS oF woRK: cJ NEW ! noorrroru E nEuooel ! nepntn
IPTION OF WORK:
PLUMBING: NUMBER /
.P
MECHANICAL: NUMBER
vALuArfoN$ /q.rvlrl.VALUATION $
REMARKS:REMARKS:
PERM.T FEE /42 a PERMIT FEE
/
ZJ nppnoveo E otsnppRoveo *W
, ,Z IToTAL FEES: $ lZ-lL-
PLUME|ING!/MECHANTCAL ITEF|MIT
TOWN OF VAIL
OF BUILDING:
oF woRK: ' Mw E noollo' E neruooel E neparn
RIPTION OF WORK:
PLUMBING: NUMBER MECHANTcAL: NuMsER 1^{ /n
VALUATION $vALuAroN s /tX I\Dn
REMARKS:REMAFKS:
,,. \l,
PERMIT FEE Kr*,rrr{{o).od /#.4U
(r'lnrd) l,/'/t / //,
ffioveo
TOTAL FEES: $
E orsappRoveo
r' .,I:t#:l*I
"
t""T"u r'Lffi# @F TRANSnflrrrAL
TO
4101 Fox Street
DENVER, COLORADO 80216
Phone 433-3329
Clty of Val | - Bui lding Deoartment
Voilr Celerade 91657
GENTLEMEN:
wE ARE SENDING YOU xE
! Shop drawings tr
! Copy of letter !
n Under seoarate cover via
n Plans
the following items:
n Samples E Specifications
Attached
Prints
Change order tr
ovember l. |,976
A-u.tonretJc Sprl-nlr'l er- |nstg
Val I Professlonal Bui ldin
coPtEs DATE NO.DESCRIPTION
t/-t-76 lheck#3832 coverino nFlre Protectlon P-rmltn - 3142.50
{lContracl Prlce =$r9.o00.oo
THESE ARE TRANSMITTED
I For aPProval
! For your use
B( As req uested
as checked below:
! Approved
! Approved
n Returned
as submitted
as noted
for corrections
I Resubmit-copies for approval
! Su bmit
-
copies for distribution
n Retu rn
-corrected
prints
! For review and comment n
! FOR BIDS DUE 19- t] PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
ff cncrosures tra not as not.d, kindly notiry us at once-trrAor-ii arll,.t ! 3d*., lt., lmd,I-
t
office of the town msnagor
lnwn
box l(Xl
rdl. colorado 81657
13031 47F56r3
August L2. 1976
llr. Rlch TofelVatI Professlonal Bulldlng Group
Box 1578Vall, Colorado
Re: Recreatlonal Amenitles Tax - Vall- Professional Bulldlng
Deer Rich:
Tbe Recreational Amenities Tax due for the subject buildlngis $16,119.75. This is a one-time charge whLch is due nolater than August 21 , L976.
If you have further questJ.ons, please contact thls offlce.
SlncereLy,
ITY DEVELOPMENT
S. Toughill
Administrato
MEMORANDUM
ITEM I
ITEM
ITEM
ITEM 4
ITEM 5
ITEM 6
ITEM 7
ITEM 8
ITEM 9
ITEM 10
ITEM 11
ITEM 12
ITEM 13
2
3
TO: Mortor/Todd Partnership
FBOM: BitI Pierce, Building Official
DATE: July 19, )-976
RE: Plan Check on VaiI Professional Building
Specifications page I4-2 number 4(i) -- add "must be
1+ hr. fire rated assemblY".
Handrails must return to wa11 (Sec' 3305(i))'
Doorsshallbeselfclosingorautomaticclosingas
required bY Code (sec' 43O6 E)
A11 openings in a one hour separation shall be t hour'
(sec. 503(c) ).
Non-abosrbant, smooth finish required for all srrfaces
of restrooms (sec. 1711)
Parapets must be of same fire resistive construction
as building ""tu"i-r walts ' If walls are non-structural
in Fire Zone 3, they need not be rated'
Verify that ceiling tile is I hour fire resistive
(specs. Pg. 9-6)
Glassindoorsubjecttohumanimpacttobetempered(sec. 54OG).
Basement portions of stair must have approved.barrier
to prevent upper tioor exiting into ba-sLment (sec' 3305 (c))
Overfloor drains or ssuppers are required when roof
drains are used and roof is not designed to carry
loads (sec. 3207 (c))
Need location for siamese connection, wet standplpe
;;;;"; is required (sec. 3804 amended)' A wet stand-
pipe system is required (sec' 3804 amended)'
Wa11 finish j-n corridors must be Class 2 (Tab]^e 42A)
concrete tests must be made by reputable testing agency
in accordance *iit -Sectio" 304 Te;ts' This shal1 be conducted
t& -.-"-.rv 50 yards,or fraction thereof' placed'
ITEM 14:Plywood used(Chapter 2b)
on exterior must be exterior grade
'/
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I|NSiPECIE N FTEOUEST
TOWN OF VAIL
DATE
TIME
JOB NAME
RECEIVED- AM PM CALLER
E orxen
MON
COMMENTS:
TUE
n pnnrrau LOCATION
READY FOR INSPECTION
wEo THUR FR PM
E nppRovED I orsneeRovED f] nerNSPEcr
fl uponr rHE FoLLowrNG coRREcroNS:
CORRECTIONS
l-
DATE
INSPECTOR
)rNs"=t$t
TOWN OF
FIEEUEST
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
! oruen I pnarrau. LocATroN
READY FOR INSPECTION
WED THURMON
COMMENTS:
FRITUE AM PM
E appRovED E orseppRovED n nerNsPEcr
E uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTlONS
DATE
INSPECTOR
'l,i.].l,"-"j:;r,.,1'.]]--ij:]':.:'-f'];{.'.j,i.Lqi,l,?i^r,.:ilii'..{T'i.+.:jEq'Erf{iTT]T4f$.'j.T:i-'EI:FlT]F;
rNsPEc$ru HEtllJEsr
TOWN OF VAIL
DATE
TIME
JOB NAME
RECEIVED- AM PM .CALLER
E ornen
MON
COMMENTS:
I penrrru LOCATION
TUE
READY FOR INSPECTION
WED THUR FRI AM PM
E eppRovED ! orseerRovED E nerNSPEcr
f] uporu rHE FoLLowrNG coRRECrroNS:
CORRECTIONS
DATE
" ;ur;Lir**iiarqrd:-... ;,.,r.rihr
INSPECTOR
TOWN OF
FIEOUEsiT
VAIL
DATE
TIME
JOB NAME
RECEIVED- AM PM CALLER
! orHen
MON
COMMENTS:
TUE
! pnnrrnl.LOCATION
READY FOR INSPECTION
WED THUR FRI AM PM
E nppRovED
E uporu rue
CORRECTlONS
E otseppRovED
FOLLOWING CORRECTIONS:
fl nerNsPEcr
INSPECTOR
':.'.')*^.''r|'''-...j.'',,"'.',.,.'..n,''"i'';J'.:.::r--i..!.{Jd,J!r'.d&',,drii$.,i.k1qti!E^,...dIq.,.dr.H"Ja.dI1r1lll&e-4ia.ii4l^'
DATE
rNst=.$* FtEolJEsr
JOB NAME
TOWN OF VAIL
DATE
TIME RECEIVED- AM PM CALLER
E orxEn
MON
COMMENTS:
n pnnnel LocATloN
READY FOR INSPECTION
TUE WED THUR FRI AM PM
E nppRovED
D upon rHE FoLLowrNG coRRECTToNS:
CORRECTIONS I ,;
E orseppRovED E ner NsPEcr
--
I)rNsi"=.$*
TOWN OF
FIEGrUEsiT
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
E ornen
MON
COMMENTS:
FRITUE
fl pnnrrnl. LocArroN
READY FOR INSPECTION
WED THUR AM PM
E nppRovED n orsnppRovED D nerNSPEcr
fl uporu THE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
rNs"=r$*
TOWN OF
FIEBUEST
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
E orHen
MON
COMMENTS:
TUE
fl pnnrrnl. LocATroN
READY FOR INSPECTION
WED THUR FRI AM PM
! appFovED E orsappRovED ! nerNsPEcr
E uporu THE FoLLowrNG GoRRECTToNS:
CORRECTIONS
INSPECTOR
DATE
!
DATE '=- | -i , JOB NAME
INsPEcGT HEEUEST
TOWN OF VAIL
TIME REcEtvED .' AM PM GALLER
fl orxen I penrrnl. LocATroN
READY FOR INSPECTION
THUR FRMON
COMMENTS:
TUE PM
flnppRovED ! orsnppRovED E netNsPEcr
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CORRECTIONS
DATE
INSPECTOR
rNst=.$* HEBIJE=T
TOWN OF VAIL
'., : , '' , ,,
".'it'
I :'DATE
TIME RECEIVED- AM PM CALLER;
E oruen I pnRrrar LocATroN
READY FOR INSPECTION
MON
COMMENTS:
t-.'.
,t':::(' TUE'. WED\/THUR FRI-AM PM
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D uporu rHE'FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
)rNsr=.$*
TOWN OF
F|EEUEST
VAIL
JOB NAME
TIME RECEIVED- AM PM CALLER
I oruea n pnnrrnu. LocArloN
READY FOR INSPECTION
WED THURMON
COMMENTS:
PMFRTUE
flnppRovED
D upolrt rHE FoLLowrNG coRREcrtoNS:
CORRECTIONS
E orsnppRovED n nerNsPEcr
DATE
INSPECTOR
r\rsr=.lo*FIEEUEST
I ;-TO,WN OF VA]4L
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t^ 7'
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I, WED THUR
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TUE FRI AM PM
fl nrrNSPEcr! orseppRovED
GOMMENTS:
CORRECTIONS
,4
:;r7 r' (
DATE r/ t' -'
JOB NAME
-,:1RECEIVEDL AM PM CALLER
INsPEcTT HEBUEsT
yA-t L /
W, ,"ia/, )DATE
TIME
E orxen
MON
COMMENTS:
READY FOR INSPECTION
WED THUR.:
D penrral LOCATION
TUE'l
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florsaeeRovED n nerNsPEcr
CORRECTIONS
ii'.t'1DATE
BUILDING DIVISION
P. O. BOX 789
PHONE: 328-6339
OATE JOB NAME
TIME RECEIVED- AM PM CALLER
INSPE l_F,I IJ
'!. ' e ,!.-
A€TE
t\l FIEOUEST
E orsen E pnnrrnl LocATroN
READY FOR INSPECTION
/-'-TUE 't wED THUR
flnppRovED florseppRovED E nerNSPEcr
E upol,t rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
INSPECTOR
DATE
'f rNsPEr$* HEouEsr
owN oF vA!_I
.. a. /"t' 7-, ,r-rt/ ,t*t ,/t'u/rr, i
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COMM€NTS:
READY.FOR INSPECTION
-
/... WED ' THUR
/
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TUE
''' '!' 1' \
t,i ';'-'-:.t/ / \FRt //Lt L'- lMleu ,
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LI UPON THE FOLLOWING CORRECTIONS:
COBRECTIONS iir
E nerNsPEcr
)rNs"=t3*FIEOUEST
VAI L
TIME RECEIVED- AM PM CALLER
E ornen E pnnrrnl LOCATION
READY FOR INSPECTION
WED THUR FRI-AM PMTUEMON
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Area.....,.-.............,...........-...Sq. Ft.
Or'vner..
a
t/. , I
V-!-1.-!-.:1.-.-
LIST
Fire Zone
Job Address...
I
I
I
i
1
I
State.-
Total Allowable Floor
Basis for Increase
Occupant Load
COMMENTS OR ASSUMPTIONS:
h Corrections checked below
The approval ot Plans and
State Law.
are to be made on
sDecifications does
plans before permit is issued.
not permit the violation of any section of the Building Code, or othet City Ordinance or
Valuation should be $...............
GENERAL
The tolal tloor area is
squ 3[e feei. Seci rc n s
(b) Total width ot all
cent of the wall
consideration.(c) All openings protected
having a tire.resistive
half (three) hou rs-
(d) Ducts through area separation walls should
be avoided. lf allowed, fire dampers on each
side of the wall are required. Section 30.102,
U.B.C. Standards.
A fire.resistive occupancy separation in contorm'
ance with Table No.5.8 and Section 503 is
:li::.,::y.:t.*t...',.',,,...,..
i..-..',..'...HIi
Honzontal occupancy separations should be suD.
ported with a structural system havrng equtva.
lent tire.res6tive protection. Sectron 503 (d),
The buildrng rs limrted to
t . . . . . . . . . . . . . . .1 .... feet rn trereht) ji
structure. Section 507 and Table
openings limited to 25 per
length in the story under
with fire assemblies
rating of one-and.one.Show job address on Plans.
Give name of person responsible for plans.
Submit lullv dimensioned plot plan.
Give all dimensions on Plot Plan.
AREA LIMITATIONS AND GENERAL
OCCUPANCY REQUIREMENTS
Grouid elevation3 should be shown at corners
of the building and at changes In ground slope.
The ground elevations should be taken at the
lowest Doint betv,/een the exterror wall and a
point 5 feet out or at the proDerty line, rf
closer. Where the exteflor wall rs parallel to and
within 5 teet of a publrc srdewalk, alley' or
other public way, the ground etevatrons should
be the elevatron ot the publrc way. The number
of stories in this burldrng cannot be determrned
until this data is furnrshed.
lrmited to
5C5 and
,lrJ\a
Unobstructed yards of teet should
bc maintained on ... ... ., ...... . ................ sides
of the buildrng for area purpo3es. Section 506.
P.ovrde deiarls to show lhat
.hour Jrea scDarJtton wJlls should comply wrth
Sectron 505 (c).
(a) Ertend vertically trom the foundation to a
Doint 30 inches above the roof.
TYPE OF CONSTRUCTION
13. I Type V (lll.N) (lV.N) buildings are not permrtled
in Frre Zone f.lo. ]- Seclron 1602 (a).
Roof coverings should be tire retardant, Sectron
1603 (a) ot 1704. Oetails or speotrcatrons com.
plying with Seclion 3203 (e) are requrred.
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Section .................... 03 (a).
16.Openings in extenor (court) walls within ............feet ol propeny lines should be protected
with three-fourths.hour fire assemblies. Sectro.
-...-...-.......-. 03 (b).
17.Usable space under the first tloor except In
Group l(J) Occupancres should be enclcsed
as required in Section 1703.
18.Fiae-resistive constructron for structural elements
in the exterior wall3 snould comoly wrth Foot'
notc No. I of Table No. 17-A and Sectrc'l
............-..-..... See Section 17Q2 for clarrticatton.
19.Building paper should be applied to exteflor
walls as specriied in Section 1707 (a\.
20.Enclosures lor floor openrngs should comoly wrth
Table No. 17'A, Sectton L7C6, and Chapter 30.
Oetails should clearlv Indicate thrs.
21,Structural members carryrng masonry or con-
crele walls in buildings over one story In height
should be protected wrth minimum one.hour
i.=.i=i-lii .i lll- llii :::: ::: :
I
22,Nonabsorbent tinish and backing for toilet room
walls and lloor should contorm wtth Sectionl7l1 (a).
23.Shower stall walls should be tinished with a hard.
nonabsorbent surtace to a h'eight ot 6 feet.
Section l7l I (b).
24.Ooors and panels ot shower and bathtub en-
closure should comply with Section 171 I (c)
to (e).
23.Parboet walls not less than inches in
height are required. Section 1709.
26.Eave overhangs and similar architectural pro.
iections should comply with Section 1710....-...........
q Metal rooting (siding) should be bonded and
grounded in conformance wrth lhe local elec-
trical code. Section 1715.
24.Proiections beyond the exterior wall should con.
torm with th€ least restnctrve ot the followrng:
(a) A point one-thrrd the distance to the propeny
line from an extenor wall. Section 504 (b).
(b) A point one.thrrd the distance from an as,
3umed vertical Dlane located where tire-
resistive protection ol openrngs rs first re.
quired due to locatron of property. Sectron
504 (b).
!
{
J
29.Envelope cerlings should satisty the tollowing
conditions lSectron 4303 (b) 6.1:
(a) Should not be used to provrde frre protectton
beam and Brrders supportrng more than one
tloor.
(b) Columns should be r.dividually tire protected.
(c) Duct and o!tlet ocenrnPs ,lre ir"1'red to 10O
square Inches rn eacn 100 square leet ot
cciling area and should De protected wrth
approved fire dampers.
(d) Electrical outlet boxes should-be of steel and
not greater than l6 square inches In area.
30.Gypsufl board ccrlrnis in coniunctron wrth frre'
reststtve assembtres should be suoporled at
intervals not crceedinB l6 inches. ltem 25,
Teble No. 43.C.
stripping or suspendeC wood systems for
Fsum board ceilings should be not less than
-inch nominat thickness. Section 4704 (b),
lSection 4703 (b) for wall stripping.l
Final partition layouts and details should be sub.
mitted prior to rnstallation to Justity complianig-
with occupancy, lire-resrsttve, structural, i
exit reo u iremen ts.
Justifying test data in contormance wtth Section
105 or an ICBO res€arch recommendation is
required tor
Rooms in which rubbish (linen) chutos terminatc
Should be separated from the remarnder of the
building with a one.hour occupancy separation.
Section 3003.
Openings into rubbish and
not be located in reouired
ways. Section 3003.
SPECIAL OCCUPANCY REQUIREMENTS
linen chutes should
ertt corridors or stair.
Group B
36.B-3 Occuoancies should be of one.hour fire-
resistive construction it located in a basement
or above the tirst story. Section 702 (b).
37.B-2 Occupancies with an occupant load of 1000
or more should be in Type l, ll, or lll one.hour
buildings. The assembly room should not be
in a basement if it contains this high occupant
f oad. Section 7OZ (b,.
38.The main entrance should tront directly upon or
have a 2o.foot wide access to a publrc way at
least 20 feet in width. Section 703.
39.Light and ventilation should comply with Section705'
-rl
40.A one-hour tire-resislive occupancy separatior, ,-
required between lhe boiler or central heating
plant and the rest of the building. Sectron 708.
41.Exterior openings for rooms containinS a boiler
or central heating plant should be protected
with three-fourths-hour tire.resistrve assemblies
that are tixed, automatic, or self.closing it lo-
cated below openings in another story or if less
than lO teet from other doors or windows in
the s6me building. Section 708.
42.
Group c
Euildings housing Group C Occupancies shouldbe of one-hour tire.resistive conslructron
thtouRhout. Section 802 (a) and Table No.5.C.
| | CS. I Use ot rooms should be claritied. Note that
| | | rooms having an occupant load of riore than
| | | l0O and rooms used lor krndergarten, trrst, or
| | | second Srade cannot be located above the trrst
| | | story abov€ grade except rn Type I construc-
| | I .tron. Sect'on 802 (b).
44.A one.hour fire.resistive seoaratron is reouiaed
between laboratones, shops, storage rooms.
These areas should also be seoarated from
olher classrooms. Sectron 802 (b).
One required exit should tront directly upon, or
have a 20 toot wide access to, a public way at
least 20 leet in wrdth. Section 803 (a).
SanitJry fJcrlrties should be provided
ance wrth Sectron 805.
Shcst No......?......ot........F..........strccts
rr^
tttri
r+8.^r',:"1t?'J#ii:?l"tiFr::itrTt*i'ei
Group D
49.Group D, Division I Occuoancres shouid be of
Type lor ll constructron unless complyrng wr'
the Exception in Sectron 902 (b).
50.Group D, Division 2 (3) Occupancies should lle
of one.hour fire.reststrve construction lhrough'
out. Table No. 5.C.
51.Light and ventilation should comply wrth Section'905.
52.A one-hour fire.resistive occupancy separation is
required between the borler o. Eentral heatrng
ptant and the rest of the burlding. Section 908.
53.Exterior openings for rooms containing a borler
or central heating plant should be protected
with three.lourths.hour frre.resrstrve assemblres
that are fixed, automatrc. or self.clostng if
located below openangs In another story or tf
less than lO feet from.other doors or windows
in the same building. Sectron 908.
Group F
54.Motor vehicle service stations should be of non.
combustible or one.hour tire.resrstive construc-
tion. Section ll02 (b).
55.Storage areas in excess ol l00O square feet in
connection with wholesale or retarl sales should
be separated trom the pub[c areas by a one.
hour tire.resistive occupancy separation unless
the building is equipped throughout with an
automatic fire.extingurshrng system. Sectionll02 (b).
56.Light and ventilation should comply with Sectionll05, V5 +h shdtr b. takcTr fro' o.J{3rd€.
57.Erhaust ventilation at or near floor level is re.
quired by Section I 105.
58.A one.hour fire.resistive occupancy separation is
required between a borler room or central heat.
ing plant and the rest of the building. Section
1108.
Group H
59.A Group H Occupancy more than two stories in
height or having more than 3000 square feet
above the first floor should be of one.hour
fire-resistive construction throughout. Section
1302 (b).
@.The following rooms should have wrndow areas
as specified in Section f305 .(a), one-half ofill.ilTli:L : :::::::::::::::::
6l Mechanical ventilating system in bathtooms
should provide g Pc--- no r air change direclly
to the outside. Sectron 1305 (a).
62.windows from ........-..,. ....--...... should
not be considered as futnishrng required lrght
or ventilation since they do not open to a yard,
court, or Street in accordance wrth Section
1305 (a).
63.Courts bounded on four 3ides with walls should
be at least l0 feet in lenglh. For courts more
than two slo es In he,Ant. the requrred \ryroth
should be rncreJsed by one foot and the re'
quired length by 2 feet for each additronal
story. Section l3O5 (c).
table rooms in cellars are not a llo\aed. See
Sectron aca.
roorns to be
ble foom" def in ttron In'
intent is to prohibit such
tormed wrth tetainrng walls.
r,;;; ih;' ;;;i;;;";;iii;;"'i;,J;i%f;::.":"'
Sectron 1307 (a).
have a minimum
........ ..-........ square
suoerficial f loor area ol
feet. Section I307 (b).
A toilet room should not open ditectly
kitchen. Section 1305 (b). €,<r.rs.r:
Efficiency dweiling units should comPly with
Section 1308.
I A one-hour fire.resistive occupancy separation
I is required. between a boiler room or centralI heating plant and the rest ol the building.I Section 1312.
Every dwelling unit and guest room should have
comlort heating facilities as specifred in Section
l3l l.
7t.Group J Occupancies are limited to 1000 (3000)
square feet in floor area and one story in
height. Section 1502.
72.Exhaust ventilation openings in a gatage are re-
quired by Section 1504.
t 5,Garages should not open drrectly into a room
used for sleeping purposes. Section 1504.
74.An approved noncombustible material is required
tor ga€ge lloor surfaces. Section 1504. Asphal-
:::::T:::: _'::l Ti iltill
EXIT REQUIREMENTS
II tl
75.An occupant load sign is required in classrooms.
assembly areas, etc., having an occupant load
of more then 50. Section 3301 (j). See.....,-.....
76.Conforming exits are required from the areas
:::: i:.ir:.::il _ llllil lil1,l,l ,,
........'.....................
I 77.Exits should have a minimum separation ot one'
fifth the perimeter of the room or area served.
Section 3302 (c). Note that "peflmeter" rs
along the outer boundary of the room or area
Served. ....-..-....
78.No ooint in the building should be more than
150 (200) feet from an extenor eI|t. honzontal
errt. enclosed starrway. or exrt passaqeway.
measured in the direction of travel. S€ctron
3302 (d).
,/
.F Exit doors should swing in the direction of
egress. Section 3303 (b). See doors
,60 Double acting doors are not allowed where serv'
rng a tflbular' occupant load of more than 100.
Sectron 3303 (b).v Exrt coors 5hould be ooenable from tne Insri€
wrthout the use of a key, soectal knorJ,rr3:", !r
etfort. Section 3303 (c). Note also that llush
bolts or surtace bolts are Dtohrbrted.
Exit doors should be
with a minimum d
um size ot 3' x 6'8'
of 90 degrees.
The net dimension (clear width) at doorways
Should be used rn determrnrng exlt wtdths
required by Section 3302 (b). Section 330.1
(d). In consideration ot door thicknesses, pant,:
hardware, door swrng, etc., the requrred extt
widths have not been furntshed. See door
A floor or landing not more than 2 inches belo.''/
the threshold is requrred on each slde ot arl
exit door. Section 3303 (h).
Doors should not proiect more than 7 inches intc
the required cor dor wrdth vihen fully opened
ot more than one-half into thg requrred cotri'
dor width when in any position. Section 3304
(c). ..................
Revolving (sliding) (overhead) doors are not per'
mitted as erit doors. Section 3303 (t).
Exit doors should provrde immediate access to
an approved means of egress. Section 3303 (8).
Exiting through another room does not comply.
A landing or tloor that is level or not more than
2 inches lower than the threshold is required on
each side of an exit door. Section 3304 (h).
have a minimum width of 44
3304 (b).
Corridors should
inches. Section
Corridors
have an
(c).
Dead end of corridois and
limited to 20 feet. Section
serving nonambulatory persons should
8.foot minimum wrdth. Sectton 3318
exit ba lconies are
3304 (e).
Walls and ceilings ot corridors should be of one'
hour tire.resistive constrttction. Section 3304
(f), An arch'tectural section througn the corri'
d6r is necessary to determrne how this is
accomplished.
Exterior exit balconies cannot project into an
area where protected openings are required.
Section 3304 (f).
Interior op€nings into corridors should be pro'
tected as set forth an Table No. 33'B and
Section 3304 (g).
should have
Openings localed between the end ot an exterior
exit balcony and the nearest stainrray ,should
be protected as required tor corrrdors. Section
3304 (s).
Stair ay
e minimum width ot..inches. Trim
and handrails should not prolect more than
3% inches into the requared wrdth. Section
3305 (b).
Risers on stalrways should not erceed 7 r/z
inches and runs should not be le33 than l0
inches. Sectron 3305 (c).
LandinSs on slairways Should heve a dimension
in the direction o, travel equal to the wrdth ot
the stairway but need not elceed 4 teet. Sec'
tion 3305 (f).
Sagement
a pproved
floors in
porlron of starrways should have an
bJrrter where conttnuous to uoger
an errt enclosure. Sectton 3305 (8).
Vcrlical distances between stairway landings arc
limited to 12 feet. Section 3305 (h).
l0l ils should be Dlaced not less thaninor more than 34 inches above
tiead. Section 3305 (i). Two handrails are re'
quired where stairways exceed 44 inches in
width.
30
the
102.Guardr'ails lor stairs, balconies, and. landitles-.
should conform with Section 1714. Note t
maximum clearance between intermedlate ti'. -
is 9 inches.
/t 103.I
Ooenines In exterior walts with;n 10 feet of
exterror stairways should be protected with
self-closing three.fourths-hour lire'rsllstlve as'
semblies. Section 3305 (k).
Enclosed usable space under interror stalrways
should be Drotected on the enclosed srde as
reouired tor one'hour fire'resistive construc'
tion. Section 3305 (l).
105.Noncombustible exterior stairs are required. Sec'
tion 3305 (m).
(')(
106.Exterior stairs should not proiect into an area
(yards ot couns) where wall openinBs must be
orotected. Section 3305 (m).
I I
107.One stairway should extend to the roof Section
3305 (n). lt must be in a smokeproof enclosure
in uuiidings over four stories in herght. Sec'
tion 3309 (b).
08.t Six.foot 6-inch minimum headroom clearance for
stairwavs should be indicated on plans Sectron
3305 (o). Note that this is from a ptane tangent
to the stairway tread nosings.
109.Ramo slooes should not exceed one foot in
I lo.Surface of ramps should be roughened or of a
nonslip material. Section 3306 (0.
\Jv
llr.Stairways should be enclosed as specitied in
Section 3308.
(a) One (two).hour tire-reslstive walls are AJ
q uired.
(b) Only exit doors are allowed to open into exit
enciosure5.
(c) Doors should be labeled one (one'and'one'
halt)'hour fire assemblies.
(d) Exit enclosures should include a corridor.on
the Eround floor extending to the exterror.
Fire.resistive construction should be as re'
quired for the exit enclosure' including pro'
tected openings. Only exat doors are per'
mitled to open Into the corridor.
(e) An approved barrier is requited at the ground
floor to prevent people from accidently con'
tinuing to the lower level.
(O Usable space is not allowed under the starrs.
tt2.One exit from the building should be a smoke-
qr.oql ..q! 919_s_u L9 9o1l p ly'I g- w th^ S ect ion 3309.
1r3.Openings into exrt courts less than I0 feet wrde
should be protected wrth labeled 45'minute iire
assemblres, Sectron 3311 (e). Also see "extt
court" defrnition in Sectron 330I (c). ODenings
more than l0 feet above the coun tloor are
erempted.
v
I 14.No openings other than r€quired exrts ate 9er'
mrtted In exit Dasstgeways. The passageways
should be ol .. ...1.... .... ... .hour ftre'resrstrve
construct'on. Sectrcin 3311 (a ).
I t5.i Exrt ittumrnatron and signs should be provided in
I conformance wrth Section 3312.
r5.Aisle (cross arsle) In audttortum should ntFl
minimum width ol .......................-..-...... Secr,oir
33I3 (b). S€ction 3313 (e).
r
F
,AAf !34.
'al., I i' 5::"" ; : ":TV",??An approyed aulomaljc fire.F.xtrnguish ing system
in he ....-...,.t1.: I-..1. ^...-,-1.*:.......... is required.
Section 3801. This inctudes blind spaces en'
closed wholly or partly by cornbustlble cbn'
struction. U.B.C. Standard No. 38.160 (k).
Drv staFdoroes are requrted in burldings 1*.--. or
more stories rn heiSht. Sectron 380'1.
.EXTINGUISHING SYSTEM
wet standpipes are requited as specified in Sec'
t|OnS J6Uf ano 56UO.
exits in conformance wrih Sec.
requrred for 8.2 (I) Occupancres.
(a).
Corridors ol Group C Occupancres should have a
width required by Section 33C2 plus 2 feet, but
not less than 6 f€et. Sectron 3317 (a).
Each floor above or belcw the ground tloor level
of GrouD C Occuoancies shourd have no l€ss
than two erit stairs. Sectron 3.317 (c).
Exit stairs servrng an occupaot load ot more than
l00 ln a Group C Occupancy should have a
mininium clear width of 5 teet. Sectron 3317
(c).
Fire-extingui3hing system plrns should ba rub'
mitted to vou to determrne compltance with
apDlicable 'building, plumbing, and fire cocj€s'
of more than 100. Section
of this, doors shall have no
Main and side
tion 3315 are
Section 3315
Exit doors from
the direction ot
Rooms of Group C
and located below
leading difectly to
Section 3317 (e).
exit doors servrnE
an occupant Ioacl
3315 (a). In lieu
.locks or latches.
50.
ItFrir \ltsz'
r 138.
I
FIREPLACES AND CHIMNEYS
139.Chimneys should comply with Section 3702.
140.Fireplaces and barbecues should comply
Section 3704.
FINISH WORK
141.schoolrooms should swrng In
egress. Section 3317 (d ).
Occupancies used by pu pils
grade should have one exit
the extenor ot the buildiflg.
The interior wall and ceiling
specified and comply with
Section 4203.
Gypsum wallboard (interior lath and plaster) can'
not be installed on weather.exposed surtaces.
Sections 4705, 47LO. See Section 424 lor deli'
nition of weather exoosed surface.
with
Exit doorg cannot bg more than 2 feet narrower
than the reQuired cor dor wrdth tn Group C
Occupancies. Seclon 3317 (d).
123.
r28.
I
Ifr'
finishes should be
Table No. 42.8 and
t24.
^l,11
t42.
143.
Panic hardwa.e is required on exit doors servrng
rooms containing more than l0O occupants
and in corridors of Group C Occupanctes. Sec'
tion 3317 (t).
Every room in a Group D Occupancy sho_uld have
access to at least two legal means of egress'
Section 3318 (a).
Doors from bedrooms and wards of Group D
Occupancies and all exrt openrnBs where non'
ambulatory patients are housed should have a
minimum cleat width of 44 inches. No 0ro'
jections in this width are allowed. Section 3318
(b).
Panic hardware is requtred on exrt doors Servrng
more than 50 occupants tn Group D Occupan'
cies unless there is no latch or lock. Section
3318 (r).
Eversleeping Toom below the lourth lloor
should have one ogenable window or exteriol
door conforming to Sectron 3320 for emer'
gency exit or rescue.
FLOOR. ROOF CONSTRUCTION. COVERING,
SKYLIGHTS, ROOF STRUCTURES
tion 3103.
-
'/Aus CaE i 1148.lY.rl
Attics of combustrble materral should be divrded
into areas not exceedrng 2500 (7500) square
teet. Section 3205 (b).
Roof drainage should be conducted under the
pubtic aidewalk. Sectron 3206 (e).
Skylights should comply with Chapter 34. Plastic
skylights are allowed only under the condations
specif;ed in Section 5205.
Glass and
54. Type
specified.
glazing should comply with Chapter
and thickness of glass should be
,a'-r) gTATs Gt-^+'2 '' .f.
Glass and glazing in hazardous locations should
comply with Section 5406.
STRUCTURAL
PrestressinP work6a a1 a. a;, Jco
Special inspection in conformance with Section
305 is required for ihe following work:
(a) Structural concrete where the desiSn is based
on an ultimate compressive strength ln er-
cess of 2000 pounds per square inch.
(b) All welding except where done in the shop of
an approved ta bncatot.
(c) Installation of high strength bolts.
Soil classification in conformance with Table No.
.28.8 and Pounds Per square
\foot soil bearing value used in desrgn should be- sDecitied on Dlans. Section 2803 (a).
The foundation inv€stigation report mentloned
plans was not included in data forwarded to
It should be submrtted tot review.
All masonry oi concrete elements resrsting Seis'
fiic lorces should qualrfy as relnforced ele'
ments. Section 2314 (k) 3.
133.Overllow drains having the same size as roof
drains and on Indeoendent dtaln lrnes are re'
ourred. ln lrcu ct 'i: , :";l'ira../ scucc€rs tnree
limes the 5r2e Of rcat 0rJr.s shculd be Installed
in Oarapet walls. Ov€rllow systgm snould have
rEl
Shcet N o...... -5-.....of .... -... 5........'. sheets
Y/cod nrembers may su P Port
cr concrete only under the
in Section 2510.
loads from
cond rtro n s
mascnry
specrfred
inlets located 2 inches above_the low polnts
of the root. Se;tlon 3206 @rcVELb C
The aggregate area of penthouses and other roof
stru;turei cannot erceed 33th ?et cent ol the
Supporting roof area. Sectron 3601 (b).
tructural calcuratrons should be subrnrtlea :1
iustrly the adrquacy ot the structurJl s.sli-
in resistrng sersmrc and wrnd loads, ano sup'
porting dead and live loads. This includes
foundations.
JustityitlS calcula
vided tor
oofs shall be
....h5.............
details should be oro.
designed for snow loads of
pounds per square toot. Section
5 (c).
root should be designed for uplrtt wind pres.
sures with due consrderation for laterat suoDort
of compression flanges of tlexural members.
load should consider a Eound per
2302 (b).tqgare foot partrtron load. Scction
Marquees should be desrgned tor a 60.pound per
souare toot live load, Table No. 23.A.
Garages for the storage of orivate pleasure cars
should be degigned for a mrnrmum 2000.pound
wheel load. Sectron 2302 (b).
Live load signs a're required. Section 2309. See
Glued-laminated lumber should be tabricated in
accordance wrth Sectron 2513 (c). A certificate
of inspection should be submitted to you. Sec.
tion 2513 (e).
Allowable stress in glued-laminated members
over 12 inchet in depth should consider a
depth reduction factor. Section 2513 (a) 4.
Cross grain tension in wood is limited to approxi.
mately one.third the allowable stress in shear.
Roof and floor ledgers should be iustified for
this tension resultrng from a 20O-pound per
lineal foot horizontal force specitied in Section
2313 in combination with dead loads, both
causing eccentric moments.
Eolted connections exposed to the weather are
limited to 75 oer cent ot the allowable load
under protected conditions. U.B.C. Standard
No. 25.l7ll (c).
Anchorage of concrete and masonry walls should
comply with Section 2313.
Plywood grades should conform with Table No.
25.C.
Justification is required that sufticient slope or
cember i3 available to assure adequate roof
drainage after long time deflections. In lieu of
this, roofs must be designed for possible
ponding of water. Seclion 2305 (0.
ldditional Corrections:
/
/67.ls on stressing method and hardware along
fri justitying data are requrred on prestressed
concrete work. This data should be submttted
and approved prior to ordering of material.
Note thit all tendons should comply wrth Sec'
tion 4303 (e) 3, lor fire'resistive purposes.
68.i Welding data or details for steel decking used
a diaphragm should be provided. Informatro'.
should cohply vJith a specific ICBO researcn
recommendation or test data submitted in com'
oliance with Sectron 106.
169.Oetails should be provided on roof (floot) dia'
phragm connections that indicatQ how the
shears are transferred to vertical shear'resiSting
elements. Connections should be iustifi€d with
structural calculations for compliance wrth al'
lowable values.
t70.Nailing tor gypsum board (lath, sheathing board)
used- struaturally on shear walls should be
specified and comply with Table No. 47'1.
rtt Shear walls utilizing gypsum board (lath. sheath'
ing board) cannot be used to reslst loads lm'
posed by masonry or concrete walls. Footnote
l. Table No. 47-1.
t7 2.Railings should be designed to withstand a 20'
pound per toot horizontal force. Section 2304.
t73.Ceiting ioists should be designed for total load
of not less than 10 pounds per square toot.
Section 2304.
t74.Interior partitions should be,ustified structurally
tor strength and detlection criteria specitied in
Section 2312 (b).
Tp
t75.
with a soecific ICBO research recommendation
o? iustifying test data should be submitted in
comoliance with Section 106.
A t76.*S"".,,f :Il3',;il[.'i::,,S"'r?tg!rconcrerl{
177.Plans should indicate that toundations exlerld
below the frost line.
0P
178.Provide complete specification in contormance
::::::: :::5: lll : ::: : : : ::::: :::: ::::::
Thata rhxtr ara t pa.t ot ihr glrnr and th.ll rcmain attach.d th.talo-
Rcchecked and Approved.... -....
D.tr..
Corrrstionr rr !bovr i|rdicrlcd will b..compliad *iih.
(SiPn Here)..' (S'8n.tu7. ot Own.? or ADPI'c.nt)
tom zmj
Checked by..............
but- lfl=eee
THE MORTER/TODD PARTNERSHIP, AIA
VAIL PROFESSIONAL BUILDING
CODE ANAYSIS
Fire Zone 3
Parking Building
Occupancy -
Construction
Area:
Leve'l s
Level s
Basis
Sec.
(2 stories)
F-1
Type - 'l
c&D
A&B
0ffice Build'ing (3 stories)
Occupancy - F:?
Construction Type - V I hr.
Area:
Tota'l
Level One
Level Two
Level Three
Total
for two building approach:
14225 S.F.
10675 S.F.
24900 S.F.
8129 S.F.
8758 S.F.
8974 S.F.
25861 S.p. 1 fufi,',t:' ALttrt,*'t-'
('zx taru '" f l+'t ', 1 '1
1102 (page 75)It----- A Group F, Division 1 occupancy
story of a Building Housing a Group F,
as a separate and distinct building for
'located in the basement of first
Division 2, -------- may be c'l assed
the purpose of area 'l imitation,
of construction, when a'l I of thelimitatjon of number of stories and type
following conditions are met:
l. The Group F Division 1 occupancy is of Type I construction.
2. There is a three hour occupancy separation between the Group F DivisionI occupancy and a'l 1 portions of the Group F, Division 2 or Group H occupanc
(0ur required separation consists of 18 inch deep twin-tees with 3 inches of
concrete topping and a 5/8 inch driwall ceiling below.)
3. The Group F, Division 1 occupancy is devoted to the storage of passenger
vehicles -----,but may contain laundry rooms and mechanical equipment
rooms incidental to the operation of the building.
4. The maximum building height in feet shall not exceed the'limits set forth
in tab'le No. 5-D for the least type of construction invo'lved."
CROSSROADS AT VAIL BOX 1186 VAIL, COLORADO 81657 476-5105
Our bui'ldings meet these requirements. Therefore
building and a three-story office bui'lding.
we have a 2-storY Parking
Building Permit Fee:
Table 3A (p.32)
Contract Amount is 1,093,472 -
Al'lowabl e Areas:
Since the parking building is type 1
area or height.
The office bui'lding qualifies as type
Allowable Area (type V-l hr.,F-2)
plus increase for fire zone 3
construction there is no limit
V-lhr.construction.
to,500 s.F.
3,500 s.F.
14,500 s.F.
\/t,,
?.r-'
$887.00 for first $500,000
plus $1.00 for each additional $.|000. -
therefore, Total Fee is $1480.47
Tab'le 38 (ordinance No. 5, series of 1974)
Clean-up Deposit wi'l'l be $400.00.
t,'
Sec.503 (c) 2 (p.as);nti 6peniigs in floors form'ing a three-hour fire-resistive occupancy
s.p.""i'ion itraii Ue p"otected 5y vertical enclosures extending-above and
beiow such openings.' The wall -of such vertical enc'losures shall be not
less than two-hour fire-resistive construction and a'l 1 openings therein
sha'l I be protected by a fire assemb'ly having a one and one-half nour r'lre
protection rating.
(Our e'levator and stair shafts meet these requirements')
Sec. 504 (b) "Fire Resistance of wa]1s", refers_9s tg.table 5-A for-protection
of ixterior *uiii. -Oui-oitiit buifding wall, with a type V bu'ilding. in
Fire Zone 3, must be one hour less thin 10 feet, and openings must be
p"oieliei i6si-inan-f0 feet. Since we are more than l0 feet at al'l 'locations'
we may have unprotected oPenings.
Allowab'l e Area Increases
Sec. 506 (a) (p.a8)
1. Separations of two sides.
Cohsidering our ieparation on the north and south sides of our building'
the smalleit of which is the 29'8" on the south, we are a'l lowed an area
increase of l2%.
Sub-Total
plus 12% increase for separation
on two sides 1'680 S.F.
Tota'l A'llowance 15'680 S.F.
(Our office buildings largest filoor is 8974 S.F.)
Total al'lowance for all floors is 31,360 S.F.
(0ur office building is 25,861 Total S.F.)
The maximum number of stories allowed for'a Type V-l hr. is three.
(Our office building is three stories.)
The maximum a'llowable height allowed for a type V - I hr. is 50 feet.
(Our office building is 'less than 45 feet.)
Light Venti'lation and Sanitation
Sec. I.|05
lr|e are providing mechanical ventilation as well as operable windows.
lle are a'lso providing the required venti'lation of the park'ing garage.
Our toilet rooms are mechanically ventilated.
Occupant Loads
Parking Building
Levels C & D - 14225 S.F. + 200 S.F. = 7l.t occupants
Levels A & B - 10675 S.F. + 200 S.F. = 53.4 occupants
Tota'l for parking bui]ding 124.5 occupants
0ffice Building
Leve'l One - 8129 S.F. + 100 S.F. = 8.|.3 occupants
Level Two - 8758 S.F. + 100 S.F. = 87.6 occupants
Level three - 8974 S.F. * 100 S.F. = 89.7 occupants
Tota'l for office bui'lding 258.6 occupants
Two exits are required for each floor.
Our distance to an exit or stairue'l I never exceeds 150 feet.
I'
ff ri"e Extinguishing systems
lle have provided and automatic Fire-extinguishing system at levels B, C'
and D as required by Sec. 3802 (b) '1.
Leve'ls A, one, two, and three are not required to have a sprinkling system
since they have the necessary openings.
Ue have provided a sprinkler head in the rubbish chute at levels one and
three ani in the traih room as required by Sec. 3802,'(bl 7.
\
June 7, 1976
Ur. Jelfroy B. 8cl'bY
Box 1528Vall, Coloredo E1657
Derr Jelt:
Tblg letter ls to aonf!.rn that th€ proDoaed "ProfegsloneL
A,.fiAfog,i lc tocetia-fo Uotn the Ftie lnd ffater & Srnltetlon
Dlatrlcta ol the Torn ot Vr!'l.
Also, tn EnvtrodpDtal Inpact Staternent t'c not requlrcd by
ine i"in ol yell tor tbe Droposed proJect. Addltlonrlly,
ine ooastructlon and oparitlonc of tbe proposcd proJect
ar€ Dot lD co1trovintlbn of ond do not vlolate any envtron-
mentel or glmllrr ruloa, r€gulrtlons or ordlnaacca ol tbo
Torn ot Yrll,
Il you heve any queetlonc, or noed furtbcr lutornetlon'
pleeea leel lrre to conteet me.
SlnoereIY,
DEPANflEltI OT
@IIITUNITY DTVEIPPIEI{T
Dtua S. TouEblll
Zonlng ldmlnittntor
, D8T/J&
:
tI tt
DATE OII
I,IBMBDRS
MEETING:
PRESENT:
ACTION
SUBJECT:
APPROVED: ;
DISAPPROVED:
SUlrtlrlARY:
SECONDED BY:
AGAINST:
ABSTENTION: ' 1
-&o/ol--
4rt )b;1
I
R/TODDTHE MORTE PARTNEI!SHIP, AIA
Proposed Vail Professlonal Bulldlng
The appllcants for the Conditfonal Use permit are:
Jeffrey B. Selby
P.0. Box 1528
Vail, Colorado 81657
Rlchard M. Tofel
P.O. Box 172
Vai1, Colorado g1657
condltionaL use PermiE is sought for the express purpose of provldlngprofessLonal offices. The property is presently zone High DensityMultipl"e Family Dlstrict and in accordance vrith secEion 6.300, of theZoning Ordlnance, Condltional Uses, subparagraph (l), the proposed usels perrnitEed, upon issuance of a Conditional Use permit.
The preclse use of the building will be for professional officesincluding, but not necessarily limited Eo the following: legalofflces, accountants offices, insurance offices, engineering offlces,architects offices, general business offlces, corporate offlces,governmental offlces, brokerage offices, real estaLe offices, and otherslmllar uses.
other data required by the Zoning ordinance ls conEained wlthln the
atcached architectural drawlngs.
rn accordance wlth sectlon 18.600, crlreria and Findings, the applicantrespectfully offers Ehe following comments. (paragraph nurnbers arereferenced to those in the Zonlng Ordlnance)
1) Applicant undersrands that the design objective of the Town of vallwith respect to professional offices is that it be located in suchplaces where residenEial ls noE conducive. To thls end, the proposed
proJecE would provide an alternaELve location for these types ofprofes.eional offices presencly located in oEher areas around Va11.
2) The proposed use ls strictly non-re sldent lal , and will have noeffect on population grohrth. Consequently, it will not creace anyadditlonal needs for schools, parks, recreation facilitles and otherpubllc faclliEles. IEs overall lmpact on utilities will be mlnlmal
hecause of lts lack of effect bn population. No addltional traneport-atlon faclllties wl11 be required and the non-residenEial cbaracter ofthe bullding means no flreplaces to add to Vailrs perlodLcal alrpollution problem. The building ls sufflciencly removed from
surrounding structures to avoid any problems assoctaLed with llght andsun exPosure.
CROSSROADS AT VAIL BOX 1186 vAtL, coLoRADO 81657 476-s105
I
I ntr tytLl-t,=^,,], f,Atl I rrlElr,JHlp, Al/{
|
3) Traffic control. The bui.lding is belng designed to be 'n toEarcompllance wlth the zonLng regulaLions wlth respect to parking. Thismeans that all vehrcular craffic creacecr by rhe buirdtni can be handredwithln the slEe r.rith absoluEely no impact on surroundlng parklngfacilities' Access to the site is ..'i1ub1" on 2 sldes. Due to themore residential narure of thi: souEh side of the building, ihe primarytrafflc patcerir wirl revolve around the north entrance. Thls entranceties into the Frontage Road at a polnt where traffic has been srowedd own already by traffic control "igrr". l{iEh a heated rarnp and trafficcontrol slgns on the property, every effort will be made to mlnlmlzethe traffic effect at this "o.rg""tui ,."u.
As an alternative solution, lngress traffic could be routed from theFrontage Road with egress trafilc rouEed to the south of Ehe buirdlng.This solution can be instigated at the outset of the project, or held
fn,abeyance until it is determined through use Lhat a'priblem doesex1sE.
One_positive inpact the project could have is the elirnination oftraffic !o Ehe core area of the village where certain business offrcesare presently l0cated if these offlcei were rel0cared ro the proposedscructure.
The proposed building is centrally locared within Lhe ValL/LlonsHeadcomplex and pedestrian accessibility is anticipated. This type ofactiviEy will have a positive infruence on Eraffic eontror.
4) The character of the surroundlng axea 1s such thaE a buslnessand professional building is . "on"i"t.r,t use. specifrcally the useof the bullding on the east and south are high density residentialcondominiums, while the uses Eo Ehe west are the clinic and Ehe Hrltonhotel . 0n the north is the town offices and post offlce. rn terms ofbylk gfter the proposed structure is smaller than both Scorplo andthe Hilton, but larger than Ehe Eown offices, the clinic ".,d th" sk.llIlaus' By use and building mass, the proposed scructure 1s very conslstentwith the surrounding neighborhood.
)Consulting Ensi,a'
"-.JOHNSON-VOIL
tNc.
rr; s -3
PHON E (303) 444-1 9s l/.,
sHEEr r{o-L- or i,1l6v-!. r L- orre
CHKD. 8Y- DATE
CoLumsl
PROJECT
C LIENT
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a.)
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LL' 53.7
67.4
L8,7
DL: 24.7.?.-
= -lJ!l .
3b-7. I
,v,\\r,rr)/\'"" \')-,L/ J o..'
ll ,, '\ /-\,DL(rt.<)C?) -- 3.q
b r.. 3.L
9r- =-t l,t,\
fa.r-fh =.roo (qX9 ) = 3L.t,,/ln*. = .os(8.o)r/,t:z-= 1A.o
tt -. r,l .tLL - 5 rl''t
6o.r''lL ./ r .rlnf. . aE 11.z y! a 7
Plnrrw-' LGVEL;
.DU' 6\.G
LL = t,DJ +t C#r) . |g,q
/, l\
rt'oalLlCr 1 Asr,..',."t1"*eol ) :FaaTr *rG (/ccrrr,.r-t.-,tJ) t
B.r:.<tr-1e, LevLU;
rL : l.o+
a.erl. uL : la,c-t q3.z(.4)
DL --
+s('T,6ir't =
1.PL
ll.,i* 1'-.ro.4 tlO,Fc,= 55J,qL:9.23t.ri 1r.ire.&\ -rk .- r,r.c6.;-,:r.
1"1,= - - ',."'' s =,,1 1?.'*, k =-t,(jq\,.'': lt.,t
IL= 35"..2.
I
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JOB r
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I,^-+, LL
LEVEL:
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SHEET ilo i oF :-'--'
DL- t1.Z
LL = 51.?
DL-- ?o.9. ttLD.,
Le = )', Lo
lL.o ,LL = /.t-_
zo,5
L7,3
b1.v
77,+
I1.4
CHKD. BY- DATE
\!F.e:--DE<t1-.r \
Du= t5,7
LL= 4'l'1^
rh, c ^ | (V
I-/'- - A.terb
tr ='7'5.:'.,- =)D,P,'L\- - ." L- - ,-t
COL, D2
t !,,t_ t .LL '' /, Ir
l:{--. o-b
p6rsrF',
z"t-itL',
aPDr=L'
fr
| .- \-t
Po,Rlt.lrJc-
f':r-:P',
?RI) -., .
,, llfi --, ,l)u -DL=
Dt-=
33.o
3l.o
ISTFL 1
It 4\6p1..i,,,, .OOzc,(i(k\ =
0o'4,.d j'o,.r . of..t.iy tf "' =
f i 13 , 1".j 1 (_r e,\ s:
OcQ.
L4-, u
1a
ll ,rL
- 3,q-f)L: 5?,(-
LL - 2?.+
Ea-*
I\+,
Pap,KtLlc., LE-veL:
F:-oc.ii' r r J ( " (Ao*u.n"^**t..1"J, ) :
L .zo,: (q\(r s) --
,os(rr,dr(rs)=
UL
DL= G7,3
37,+
--l'1,!s sl,#
DL -- tq,t
- a-" Asi_ =.os(3o i i1e\
Fooa t $ L. (!,aa,',ua.u-.1', ['.'; ) :
ao"i 1-g = sL,.l
I
7,:t.d
?'- (- x tl-* , l'-,<-
P, : l,,ik"i''' l,?(rr) = oe.l''
,.,1,*= ^1)\.s1 :9-*
l.n,r -_ F')t(r's'.(t.tlf-'^ = 310tr
rr- = 'i.".1i',11.''t' -, ''t
t
-.n.. , .';,.:^.i6r'','r.;.,i,D =-- d.r rf.r.' I 1"1'r\ (;1':) :- ,og t, ( . tOC" - --11.1,.tY,")
.':...,Ti*',,';,Gl(.ir-,'' .t1t, <.l-lt
+ q3, f($
DL:7P5.1> tl-L_t
3 ?J^ t'
DL:Zi)z.5I t \ ^R."J. ut = 71:G + 1fr,t-(,c!", -= ttt,o\ ____._-
a-l - ..r4 | r-I t1 _ 1; 1..>
I. J A
1, t.c. .t< l-t y,7-ta
I ilg aA._+l g.).,a../
?
.-)l'
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CHKD. BY- DATE
3Ro FL',
?,PDrL',
lrru:
, -.1
r lo * l'^(a *
6L? EotL
bL=, +2.+
vL: 3?.V
pu=ar.s(1?tin)= ro.,
Ear'ttr* LL =32.+-C#:-i : AF.5
1,..1. LL =ls, + (.!*t) : i-,t-
-=- r
---
DL= S,t
t:-= 11.L
DL = 3?.o
LL= 25.9
DL= 33.D
rus 2.5'S
DL- So,5
Ct-: 24,?
LL= I+.L
4+,7
1-O.L
Pt- = 5.3
L\-: 15.7
Du: 36.1
LL = Lq,O
^Ro_. .3 FL.
2$rL:
7 r3,\: Sq.L\ ts ): +L-7_ ./ | ?, t*r--2:?.L(je:)=2D.(oa
Fo,artxlt-n Levar-i
DL
LL
trFc:
Ca-rtL
J,^#'
PARr<t NL.' [-gYsg;
Fadrtt-tc- Qle*1.,nilJ ; ;traoT-r t'.J L.r (+"-""^J J.il)'.
e"d, uu = 4o.o+-"i.d^f i1,3
2:59 I
DL=
LL=
p-^[,. "u = ar.s.(":i(i"rd--L4t. g
tt, sC
-?'-Ox tltox -z'-O'Tt-o
\&a-y
I
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BY Je 1 OerZ 4 ,.'r . /',-E JOB r
-CHKO. BY- DATE
-
PROJECT
I tNc.
rt
PHONE 13031 444-t 951
-t1
sHEET ifo 5 or )i.'
CLIENT
Cz:cont-r ')TzcT'rt )r..-' D: tl L't \
PRELIX,
FIl{AL
@L, PG
l*.Rrn)c- LeveL'.
1t e,
1)ut L-
LL = .D1(r1.)\rt,'64rt F
.i.,!-."'
,tr'*o x. tl D r, 4lct
.t
?-l''o
q,s
- 2q. I
'2L 'o
CoL, trL
,jRo trLrpt? 1e"oe) ,- ,,-.- , _r-,r \ / l5:-l-\
tu \ .o s (u-) ( | o. a\ -t;y +.czi-s
- /..2".." l.?
)6^11 u)'.tt .oz(,1{l-r) =
2NDFt-ooT<,. / ,.)GC\pvroP- lr,l L.oz{- ) =
E.(-r. trxtl .DLAAGD
i.05-.'. ,yS = t ,l I.tz_; ., :
ttr+Loae"
Tt + ToFp,,^-,, . "sts/,A)(s) =
Per*l-{-l "-J-o, az(tst(s) =
r" *)]t .,ao(A(ro\ =
.b3l(5) =
C.plv.
LL = r.s 6#) :
1co-F\'".rtJCr LEVE r.- :.
TF+ l-cPprr.r{-.', .otr-s(:-il(tn) =
ITa .aar(rs\1 =
t.,fof,'-*'; ^-, ;ffi:(,*( *, =
f.: tz.,t + "5.jA1r,,.,!:=r.r", = -" 'l (' s):(.*-- = t-1.\
zt.E(tp,rof
K =-"-'r- (E)--* = lo7
5,, = ,.,.,1o"4,r)(i-l (9";=
',
o t 4{t
(.,)(,.y$'
DL=
t7,l
11,7
9,s
s,l-
.L+. G
c'q ,8
q"7
7e :6r
= /. .l
>.4
pr =l ,j,
l?.1
s,9
1,5
t2-,D
3.l
J-LL
D',-:. 7lt,o
r.QJ ts
U
^
bt-.
/ /lI\I\LL'- ,r.\-Lt \(rc ) =
tr1pttua. (A*,r-,,^-*( ^l of),r,
= rr, _,
: *f5-:!-
187".8
q. r-a(z)'G\l---.t---'= qz..l
.:: t.,7 {-.A19' al'
r'rl
u o1 .24 , Mu:
L. i(- StFGr8f
^
R"J LL= 3e,l + trs
-L.= .o12a6("\1i;(z\ .-
I :,"ff"-::','ut Consulting nnsilULETA, INC.
JOB t
PROJECT
CLIEilT
PXONE 1303) 444'1951
sHEEr tlo----:L- or 57'
CHXD. AY- DATE PRELIX.
FII{AL
WA._L 6) LrNe I _ A T:c. E,S
n
rr + -loPpr^.,\ .oszs(s.li)(r) -
r,ur ll ,rs" (e;,d\ =
Fr, _
ttLa t't l-.-
I
.^oo(q,4
U",.ne^--*r-oj/I eA
@ Li'"*e E :
^tK€-d,
t..-'- p.t i'. D
@ Li^<_ E.5 :
ReJ'
/.'. O .t- ?'_A
rlLooolci
DL = x-z.i
Lt :-!-l-:l-
'l-L: Ao.7F-
DL-- 35 . r.
uL= 183
Tu = 54,6K
Cz,r'c<--J ro-*.J
AI Li*.e- 8,.
a.e.'l'
)'-, ".1 .':
@ 1i,".-e. C",
.'lK e-d '
[ ')* l.')
A, Lr.";a D :
RJ
ta,Ar',
DL s bc, +'(
LL-- +c.G
Tu = ll ?.O'-
Dr- = 7D.gF
LL :, 55.1
TL I 1_5,9 K
DL = la.o*
LL = . J7..1-
Tu = t6'1 .t(
1.s 3 "/,,r: ,". LaJ =
..,c-(r.s)
"'l?-fr.".l U
t. ++
L'9-2,-
5, &G
l,qo
,4t
.1 1
L,LL
3.35
\I.J^LL (6 Lrl)f, I - E.!_:A_G-.-
-/" -\1T + Jnpp,*..v . , o€ 2-5(8,?5 )
wo-tl .rsd.(t7.1 =
DL=
$ r..a cr-)
,ll:c!-{\ _r- tyti
1C<oJ
.ozo(q,il - .G-?\l-r,+.1- LJ^i+* b,L-- +,OS
Wa-LL @ LrNrE 1- ATo E.5
If + r,ppi--r .esasG")ttl
w4l | ,iqo ( gl.r) =
l,q, r-,4'7
: 1.44
4,1 |
rD. i>
.i '1 ,/
(.I",G.n^ lo"At I .t Z
I
f[|aIL @- Li'^e ? - e.g .i; C"
1T- + T"ppinl +'9"-.1( :.r?-f 2.2-D = 2.\L
Snou*r . a?o (q. s) = '67
Io+oJ U^,{rrn, L*"1= -:.sq
/^
I PHON€ (303) 444-1951
/' j
SHEET NO 7 OF : :
PRE LIiI,
FIIIAL
W,'tL @ Lrue, P,-_:-l Ta 2- i 3 Yo 4
\Aln-tl .tst, (ro,r) = 4.oL*t
crsu-uq-.:lr-l'.^l Lr" ls ,
10) L;.,.'- 2-{- 3 :
lcT- F' r-c*-rr l
\T + Top,pi '"-qtt I
TTTJ.
,/ '\, \.oeasha.8 )(ro\ = l?.?.\ '-'
''b:-?'
Du = 13,' 5
/ \.'r.2o:_:(Ll. s )(ratr __*_?_.DyL = 1-L.5 rE -r+ L--
O L,^.n- /*'.
I srtr L.r,.i,i- | [o-"'ki-,a Le-.2': I :
'rT-t Tupp,.^-,1 .olzsit.a)(r$ =
c*.r.,..:f.-'1.,,i t o.l Stn(rr) =
wa-l( .reo(rr)(to);.\
n- + 1?1pr, i1' .o*.rs [s,)(,d =
&a.--l L,- .Lc^2(tz.u\0 i
o :
r-J , .oq(q.z)(, o) =
P-*ki ^1 Le're-L '.
1f * TAg,i--q -t- lf B L?.S
' L, =' .os(ll,),X'r .\ =- I D.-a
Tu= t4.j*
F?aTr [J (-r. (Ac. , t-t'"' rt -\,r{ J )t
oL = 4r,o
.e.,J,t-L = 4E.D+ ,rc(oa) =*51-?
TL= tl9.o
u,/a-LL A Lite A LIc 3
r,tta-tl ,rso (L,t) =l-.\Lr,/r
hl4!L @ Lrue A-lTot/\v.jall ,tSD(32,\ -4,q t */,
ll .4
Lq,1
tL,o
_]:?
sq, s,
3G.t-
,[., C-
t | | tt'.:. a.F-\-'i- rr )f.* /4". r.r.,,^, ',*la'-l o<,[ \ ',('-- - -')
I) L = qq.s
LL = 4t,-l_
r- . T.-= yOO.7K
C-6,',.-<tr.l -..*-*J
& Lir-e- 5:
S,Lvn{, O:4 r.,'.1-
@ Li^-.- G"
L-J, ..
3a-v,'4. taa 6- Li. -, L{ 3
a*cep* rdJ cn.'c 0,.,:.1, '.1.,-l
oJ- | 3' FL,eatr '.
,l
Lo'-'.'l
)./, I I
F arnl l,) ( \ | f-C..'-, .' ' ' ')'\ -' )'
\ -.' -, t
rliL =- 4".o + ll:"!'/-5t.L
fe/\'LL. = 52 ,o*- 5>'\;7- = ?q.5
=-
I'r._: l?P. ?
I r, o FIN s oN - vul LA*o -^Ju,-.t
ev .le rl oare-4/-E/-il,2- nao
CHKO. BY- DATE
CLIElIT
\,lAuu troc'I-it JCr DE3 tG\\
WollQ. Li.*r-q- l\o1"
\4Idt .rso(tr,i>
Cu.'^c"^J *rl-J
@.- Li^e-c, 2-
enor.r)' .a7(er.r\(-ro) :U.rt
TL : 3g.GK 1.t)
z ic.|,\ , \,.otzs(o)(34. s\ = ls.z
.L3
bL= al .5
/ \ r-.a) L3l )(D = t-t.r.
l.u= g$.2 A'-o
A, f NC, Consulting * Otqc -a
PHOIIE (30t1 'La-lrllF.-t
sreer ro f, or l'3'
PRELIT.
L,G\.F/I
Jf- r. Io O {-i r - ---a,lTB ,I J
@ Lr'n-r-.t
tl +' ldtpl q_q
rt iTT'3 J
Ao.i't,t-)
l?. L
--e-9DL-- 23 ,5
_ga,l-l _@, Li".r- 4 -_ B.s ra
,u^r).
c'r,."i-\.
aRorL.
zuo Fu'
c.,t^t-^^A-"*AJ
@ 1*-- 6'i'.
[eoF:
Lo*J, t
D!.= 2-1,9
1y= g.L_4
DL< sg,z
tL= l4.g
DL= st'z
t-t- --4-l,l
trFt-', '
T(-+Tapprt^-q ,aas(+e,+\ = i.so
I%*{-lI; nL .or(+r.) = .c')
wo-ll .rD(re,b =-1.*oDL= S,l 7
uu=. os(43 , e\ = z,t)
p"'r[,,--4 Le-vil:'tr.\
fr *.f?pi-X ,r&s(,12.4) = 3,So
wq-ll .to (tL;)
LL = .osGr,o\
o: = \or',
./ | ll\
FooJ-r u.lC.. ql.c u-.,. "lo'\ e-"1 J
:
. T u =11fi*7,' ,t .l-'
F q,'f'O.. (/t,*rr^^w(.tf-J\ :
56= 1??.1
PJ. uu = &4.tr+sc:G(.E=Joa-l
. TL =Z3},O
/
CHKO. BY- DATE
W"Jl + - 8.5 'I-o E.s (ae-+,^""--t)
DL = t.s
Lu = 1g'c[
OL = 3o'g
Lw = 23'7
ULETA, lNC. Consulting trsil pxol{E (30!r.r&resr
JoB* IRF 3 - sHEEr xo cl oF i'-r
c^&"-+-Jel L*-lo:
@. Li'."- D'4:
R"-+:
3RDFI-',
2DoFt-: Dt- = 7o,1
LL = 2t,'7
/rFo.,rrD6 Qe'uc'.u\"-*=-t),
DL = 1l.l
R.J LL = 7s,1. +:,1(\'-lJ.a
y",:)., r' ;., TU: 1P ,l
6li^.0-.
Ro.:ri ;
RD3' Ft-
?Fo ru
E.
DL = l?'6
Lr-: 40,t:.
DL = 3t.S
LL - 1-4'r-
DL ' 31.5
LL= '7{'z-
Fbo'I-t I rar (Ar-c-r-r-'r,,. t-p*"[)
.FU = 1l-.L| ,- \R*l ur-= 1o,g+ ,d(49.1) =.Laz
n
I
/J oHN soN -vorLANd'ol'.|
By lc-il s117 +,/*,/''V
CHI(D. 8Y- DATE
-
f NC. Consulting Ercff
lqq7,
PHOI|E (30t) il4{-1951
?-,
SHEET xO I {./ OF )1;'
PRELIf,.
FIIIAL
ULETA,
JOt t
PROJECT
ooLtltaN DE$l6N
CoL. C6 - Brki,1 Lavol G lr tr=t.
p'r_ = 194.ff
LL(R.J) = ta.b+,,r(r"*,'i) = lo8,t-
Pu = lg4,a (r,+) " tcg,u(r.i) = Lslr tts = +4.4(
/-= ts.s(r")=,'l-?.:. , F-,r(rz-) = 3,u
R. = l.o: -.<:o8 (ti,-o,) = ,GUubsR: ,bsb= G'7u
DL 4 = f,o+s (ao-'(e) + . u? I (q)J (r. qx.r i) = f ra, z + s.r,*l (.+)(. tD = lg, g "'
LL nu =.as&o)(q)(,,t."i = t1,?- -j.,L
M.., VL,o 3b'o'\
.__aT-=,r'so =sd.f
b2le
K=ZereTe4) = ,11
dlt^ 1 vE RT.
sa,s.(r+\_,
, Kt = c(rd)(tr' :.o?t-
fltr*t .
@L.
[:
h=
%/H
c6- BsnT -ip &rtci^*q L.r"-\
t51t<
1.2 (z) = lrQ
t.o', -"",;1t(r#\ = ,qzb
= lgzG= (oab , \)ge nrlJ ,j I
':
vep:F. (se e
;
.:
I
t':
-\,A,B.,V6 \)
srsEL BEAn Ar RAnP.- Lrrlg 4(e-o)
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,-- ?*:{!!-f -,
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.,{1.,' w*]L'" f.azs r'.:,,)(,ortt\'t'$ +,o'.'a4,\' 4,11'&,
?,, ' :?;1ilt,l.i\' (r;t,,r ,s'1\''1't,9+ lse' tJh'
,1t. = \, I t:t,- -;. a,sz'tl's/, I t1t'rt1's/, =,]l3t!t lgglrtti- !,..1t't
b:i-- { '?r.J -_/r"'1+; K' o t"th,$lt. = .ell i p..c.r16 r' A5..1o3f *,1'.1"*^2,cFN"
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ULETA, fNC. Consulttng Engiu PHONE {303) 444-195 |
JOB *It
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JOB r
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PHoNE (3031 4/t4-195t
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PRELIM.
FIIIAL
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6ll(,..7 F:Lt.t:'r,:. \/il')rllit"il C,llt\f.icit:t,,laTl(/:> 41,7.l:lJrtNa /2blJ9 JoltTS €2'-6:;evunV{t?l 2'.2." r'or.lr,, 1.lirP. *L Af 't9.zltllr,'.AL dir.;:i No, 5:.
r-.-"{
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+ 1,522'2 + 1,2!>'> + l,oao + ,bar* +,Xfr+ o
o -- aa"'21 'lto'ls'*" ?4 43'
' Tro.r" = 6L4'l rta * 4,'12 ut' 67! n+
n =
(EJt'-)., = (z,s)t L/- - t a.n Evt *'t* 't- lt )v eO
U, = Y"tr,r6 = 611E./D" =?2,TlEo
€ = .(D., D;)'l = (t.zoiztzt)''' .411
x. =(EIa,z+)(e)Cu) =(,oaX.4ql)Gz.a=;),: 'l?.sJ, 11 /3 xb rr xr. x,
N. t* 2r*G:;),I,sG:,";
+ Tas('tf t .' 2r"'(Tf) "-- l.o t1,161 + I,A1 + 1,142
= ll.4z,
ol*li:-, efw,
2,32
l,oo
2+,071
n
I J O I.IN SON -VOILAND-TH
BY lit,li orre 4,44C, 'j'i ll
CHKD. BY- DATE
-
r,o,r = tll. " (t.4axalD = 132b.b3
ht = 12.!:nti + Q3id)trz s)(t+s) . b3,",2 ?\( = 1,71,
L " 4142t' ./i)Da L=71r,/Db pri T". 611 ,,t
in . {, [nir;' (u;b){ai'ru"r'rr^:s'"
= l/el^ = )4,5.6-t = .o?,.-lb
= ,ol ae"o, grlbf: te
Consult ing PHONE (3031 4/t4-1951
srerr Ho l'" or t Z
" (s,san;)tlGr.^rF = s,b1cp
u':,€- r.QuA?otl ll
vr P;,(,)A-Iroil " ?.,A?fuI WV<.,Fffitp,tF"
s4y otL fuL 2ti 5tA4.
=e9,3.$i73= 6fij'', t,rt' '
( t:'.':, , i' r
lNc.
'ra'-)3
U L ETA,
JoBr It
t*,,1
pnorecrVAlL FT-Zr.;i:F1--'1,;'i111- PLD7, pner-rm.
FIIIAL
?,8:Q ftJyI?- Jz:{3TS CzdilllUFt>
Dl L
I
3e4.t
r-lotll
Iro
leLd
^
A" = ffitl1iol ?l{,i,,n,r.,,][r,u (n'r,r1 ",= Q,*t,o"\(pg\' 3,171rt03'!ffiznt
I \./ \
-[" (rn u Fo;ATror,l t4) = (rrl n.tt')(rau''12tr,5,01" ,sJ) = Q6+z\1,a31\',osb2/-t*(L t, = ,0592 > t.t " ,oS, Ute Eo'rATror-l 15.
A. =V:*;l'*-.u,lii-ur,)" [u,, ,, J, ,.,,,] ,.f'[rr;Qn'' 1,!)1,, o s\s,rt2l's| g't
^, o s)
-:,,rdi,uat,
"r)f; prr:ffi ,"4' 1
= [1,w.a,rc'-t]
- [. sun) ' Wil;t = 1lt*,rciv*:423rt.s4s
='5,Slrto-t ,i., =' , oof,S1 ,rr
e = 5,ob [€frj#?3] "' = l.tl
orz
a-- s.a?.t lt''i:,1:"1:1 = 2,22
t
)
' 't ,n.,r:i|{:C11,= /,.41iI^ 7l,G{t' (p'Arjl'
ts#- 't9A3 Josf C 2''("
asrlccttgorl: 41,' *AA FLoorz Jol:'T')
-:AoucD EE 2bAb e d-t" WlTfl
2te" @tJc.,etie g-AB
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.J O HN SON -VOILAND-P'trHULETA, INC.
av t{f?,Ff oere tr{i\P,'2'1'l!, na* l5r:2;
consutring Enstl PHONE (303) 444-1 951
sxeer m 1l'1 or 53
CHKD. BY- DATE paorecr l4l!PRELli,l.
c1.tEilr /,!i)Q--r-'.r -TODD FtilAL
22O dl nr.,2 161<(r Z t-, ltrr lr rr-_?-\') | Lvrl!(- -rwt; (D 4tli-l t ll.lul=lJ
Jots7s anrl, (i\ i Je_:
+ *:' ? 'r{;,1" I
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Erd =
)ct?"
6n.)F'i'Lt"' J4.ln''u
l44oo'14 = lJ?,gt''u
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._.F-:,,*-
fir,rr-,0,14'.stfl!,;
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Jots75
ELCII,
4c/41,
t+l
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82obt- 62il2+ . 1g,(to#
TeY 22Ag Jots1
A .n'r1 - 41.,-,i t),j't 172" --Aot lZ. Z4rTlttob /2q1,b
= 't245u!, c-4
A i';,,,., (r o
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A rl o{ r./[T
I|ri
_{vli
clo1
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I
-t-
= t;;!;'i) (ifi) 6 o fiz,t r, ro',s,, r,, o t
= ,14' = hzo
a tJTtevFQ-Ft> .z;4, )or..4,. e 2'.b
.Ns.
I
-91
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By t2?il oerc l,4ttt,,) ,,/):Yl.: toa n l! 35
Consulting Ergi,l PHONE {303) 444-t 95t
alO
SHEET o {i., oF :'{'
cHKD. By-DArE
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pRorEcr Vl\lL 'l--ll)f Ea:'lo(J,41-(['r.;,PRELIII.
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Tt'u PLmtl- crilTlrUr-D
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lL Qrtt1,' ,O?) r lo' , )t,1
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- ta tl' I I /t
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(7-to*i EF,#,\ :
-,:;_=ir-::--..,=-..,1--==t-ia,onlrltt ?o* lol.'l*
44,6r tl,lF
u,sr +1,2*
t4,oz 2),f
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-- 3,33 " lur:a,1ft
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Zd.,c ?x . 3,36oG * 2O'i,20,(.
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(
t2l
lol
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l lob\i -,
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I+
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9r
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rl, b
az'
4r
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lrt
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i
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9./r
W
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(
W.
.-- - .3lJ i '{ a35.5 ut'
= (6,0,rt?
- '1-, O 7' I -.t ''; r'!
sa-H1 N14^5a
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JOHNSON-VOILAND-ilHULETA, lNC. Consulting f,,rl
aY?bll oereIIAQ,?dl'lb rcs, [5:,?,
GHKD.By-DArE ?RorEcrvNL fYaf V.Sloil/iL ?LD6'
PHONE (3031 444-1951
'1 'l t- -)sreerro /l oF22-
PRELIM.
-
srrrr., ftt)tfiQl7--TtDD rnar
3F' FLtt:v- cailnllt)fl2
fFAMlt Ol L|:JE l.+^'i wr^o FEr:t{ FA-.,T grrrg = soo$i1,"''2v;r.?l( (r.u C rerr3 wrorr)
LoAo v4a:'.1 ro€::( :t$L'(44,?A't!'z)ttl''-7'.4'1 | 2+11 pl{r 11'P- " i,'i: I - ar!..jLL z,ee'rrf tr;,! ' ,eb * I'ei'i ti.i/) " tf i'-. - lo$"/, -'1 ' t)'f- 4oo/,
?f.t)t:clr> [.[- = .(,6rx 4:;6':* =.,'4op!( DL. G;p-,( e?D.TL' '?5prt
WuNrF = &Ert{)ed +21'GG']i * 42'pli = Aooopl(
?t#6',,bk
/^
n
$EAR r<f
IlL
loiL
,l 'rl'1, I
g sr 2lB
)t I,l.c
3..,5v'
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tt nl
11. I
85,lr(
5b.2u-
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T2,l*
t0,2"
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: lQ l,'t ,7Il,tL *t
f l,.ta,o\*tEc:t il:lktb.s
L.efT eeAt(: Fdn -:,h\f.l '{D'
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VtAAi AFiP4j Et.lD seor,.l .21,5'
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+ y4\tt,33-x)1x);2
55.+zx - 4'^"'
| 2,tl
tiL',,'
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6A,E!T Y,121*$l(+'es)
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Zr"'' f:ttt:'ttrt- f-aiitr.Itlpl) teel6(D)
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3'1*3?* 22
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X ' $1tb, l,11t = l'-c2
Vr, ('rLf,t, = 4"@|/2or Gb,6,,f
'-9'
lbttL'
lra--*-, '''
!:l-r.:'t'tl
steA"- €
P/J1!|L l5*
zriidct- lo'
l-eF-(
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ta/ttt
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J O HN SON -VOILAND-AtrHULETA. INC.
"r@,1) oorcM/r8,?ril6 r,e, 1533
Consu!ting Ur"t PHON E {3031 444-1951
CHKD. BY- DATE
BF:A\46 qJ LtrlE r.? 'l LoAO r.porr,( wE.J
"ro5.t I/AIL Pf ,'r fi-:lril.r, lrll f--(/-ii, p6s1ru.
cuew l,t 08-:F-E - *' ol-t)
-
FIIIAL
a | ?.,
-
sHEEr xo I | 6P Lr:-'
3,rpg = VS-%| -154fll (roon ta,3' TzrB wroll)
' 2*1lp{
= 49?,.- VE 4oZ
t.65r{
Z'too P\(
n = 1:,i:J'
LaAD F?r,M wE3T sto€ = (4,ttz'/+\(ir:.y)
LL U€oJC'il cr'! = ,ag. ta3" i ifru\". 'jll
lt' ''
'ot*
-
tdfutz
P,11[IL
tir?1l B-
7t,tx
11.U'a
r-l(r,o
zro\ zl{
5*,3"
'rlo'ik
2+,2t11,4r
fz 1*
?1,'lL
21,1* 11,1'
1t. av
35,a,L
n,t ylk
6b1L
45,+'
tl
-qt a =
tu'l''{,1V.f-AMi .tli,t:t\e. arf?1;l " 11,rr'' '1,.lxll.g'z/14,1 = 59.6 rtl
1tu(l1 WlbxT> (a'a,s)
Z* = '"' t.1,, = 31. orr{3
ffiF-LT V,[4,V2-(2,%.t)
rzto#
o?"t tez WAhAi tr!fti?ro'i-:irlrl 'i:,'
tsEA{\{ : c,AtJiLevE€. = lo\ -Mur,,,"= *'7" + PL. l-J;F"qz6\('). taf.s''ot
,iro,o = 2IA*t*,' \UrQrr? 1a\ w,24rqg(s=$a,{!, t= 1320,!4)
A::;. -lt'f]*i,2i,^*'rs,,,ffJ+proo-t1,g"rou* 5,ra',oj =,o1ri "-,,rr,Fr-",ro
Al*" =Vi1'.;'n:",r-llor*. 4"2'" -6un) 2 ?''qtti"' o d-(ork'toAD
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PHONE t303) 444-1 95r
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CHI(D. BY- DATE ,rotr", UIIL- fnel {.::,:j-'lar']ltl- 7-'LC} n,'
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Tel Nlby2b) yll$2bt oTL \ilZt4o
Sltt&' snztfi, tra-ril ffr !ilE 5 = '21''2''2"*t4" =t-)6!', KslMe
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t,.:f f$ :. 2)2" + 1'.1e"'. 1r.6' . 2.-61, Mq..Vl"!.A.9b-
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BY ?Yd oerc MAt:21llG
ULETA, lNC. Consulting&rc
nao l5/s7>
enoncr v[lL Ftu)(?-!f,l ]At- P:1-D'1,
SHEET NO
PHONE (303) 444-1 95r
?s4 o, €'"--'
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JOHNSON-VOILAND--HULETA, lNC. Consulting Ergl.r. pHoNE(s03r444-resl
-av €AA oarc MAQ 2f,lb u,e* I4A - sxear ro-4- o, 53
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i.ii:,rii:r
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- a"- -L-F{ - ai or-91;o tit t l-H r'-t
1t,0ts
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= 1o,1*'F{ + 1O3!'el;" Lh;,lr"ft I '''
5ci4-1?,bt"1 j i . . i i5se4'1o,b*i"' i : ..\ i
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a:-, : #qll i:, ) r,1, 11 ;t:- t*4,{il'i
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chen and associates, inc.
CONSULTING ENGINEERS
96 S. ZUN| . DENVER, COLORADO 80223 . 303/744-7105
1924 EAST FIRST STREET . CASPER, WYOMING 82601 . 307t231-2126
sotl t toullDAllox
tlrGlLl:RIHG
Subj ect :
Harch 29, 1976
Recomnrendat ions and Review on
Foundat ion System for the
Proposed Val I Professional
Bulldln_9, Lot D, Vail Vlllage,
Second Flling, Eagle Count.y,
Colorado
Job No. 13039
The Horter/Todd Partnership, AIA
C ross roads at Va i I
P.0. Box | 186
Vaif Colorado 81657
Gentlemen:
As requested, the underslgned rev iewed the subsoil conditlons revealed
by Logs of Exploratory Holes performed by F. 1.1. Fox and Associates on March l/,
1975. We have also reviewed our subsol.l information in the immed iate vicinity
and foundat ion designs for other buildings ln this neighborhood, 0ur findings
are as follovg':
Subsoi I Condltions: Subsoil conditlons revealed by the test holes dri I led
ffilcate tIiT tE-subsoil consists essentially of dense to very dense gravelly
sands and sandy gravels. 'l'he penetration resistance of such material is
on the order of 50/12 to near refsual. 0nly in Test Hole 4 less dense sandy
soils were encountered
- Free water was found at depth about 15 feet below the proposed floor
level.
Foundat ion Recommendat ions :
(r)Based on the results of our research, we believe the proposed office
building can be founded with spread footings placed on the gravelly
sands and sandy gravels designed ?or a maximum soil pressure of 6,000 psf.
Under this pressure we estimate that the maxlmum settlement will be on
the order of I Inch and differentlal settlement across the bulldlng less
than 3,/4 i nch.
The presence of large cobbles should not- affect the bearing capacity
of the soll. However, if the presence of cobbles Presents a problem
in provldlng a smooth surface for the foot ing excava!lon, then before
pouri qg foundat lon concrete, the large cabbles protruding at the
surface should be removed and replaced with compacted granular soils.
(2)
o
Tlre Morter,/Todd Par,tnerslri p, AIA
Harch 29 , 1976
Page 2
(3) lt ls our experience that in the vail area at tlmes there are layers
or lenses of peat moss which can affect the bearing value of the
soils. ouring excavation care should be taken to obscrve the presence
of such rnaterial. /i soil engineer should be on the site to inspect
the excavat I on.
(q) Contlnuous foundat ion wal ls should be reinforced top and bottom to
span an ultsuPported lengtir of at leas*L l0 feet'
Floor slab Reconntendat ion: The natural soils are adequate to suPport
ffifo'llowinEprecauti<.lnsshouldbeobserved:
(t) Al I slabs should.be separated from the bearlng walls r'rith a positive
exPans ion j cint.
(Z) Slabs should be divided into units not larger than 20rx 20' Liy
' expansion jolnts t c.r nrinimize shrinkage.
(3) lf the underslab soils are clean, then the conventlonal gravel layer
beneat,l t.ire Slai, can r-,e Oti,itte,.,. ,rt the Same tinre, if tn.e unciers lab
soils are erratic antj consist of more sand tiian gravel , then a minimun
6-inch free <iraining yravel siroulrl be placed beneatn the slab' The
nraterial should coniiit of gravel size aggregates with maximum size
of 3 inches ancj a Percen!.rge l)assing i.o. 2C0 sieve less. tlran I0 pe.rcent'
(4) Tire water tal, le is Iow and tire chance of Cite rvater table rising above
the lower floor level is rather slim. As a precaut ionary measure' a
subcjrain systent sitould be installed aroun<J tlte perinreter of the
building, The drain sh<-:uld consist of a perforated pipe installed
in a grivel f ill.,d Lrencr located at ciepth at least 2l incrres be lovr
the f io<.,r level leaoing to a sump where water can be renrrrved by
punrping. 'iare su*p "e"d not be instal led ar present' At a later date
ln case there is a problem of a high wacer taole' the sump can be
instal led anci r'rater renrc.rved-
i.,l iscellaneous: -iiris report is based o,rr inf <.rrrnaL ion gatitered by us and
ffi-Ev-vor. lt is possir'le that during excavat ion erratic soi I conditions
will be rcv-ea led. ,it that tinre it nray be necessary to reevaluate the recont-
mendations given in tiris rePort,
.o1ir'il'.,J'"",
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'.- t ,Fnc/nbr "%,,",1,,1"o";i"s
cc: Johnson, Voi land, Archuleta
910 28th street
Boulder, Colorado 80302
--1
Very truly yours,
cHEN AND ASSoCIATES, lNC.
Crren,
E Associates
o o
CONSULTING ENGINEERS E GEOLOGISTS
sotL rcuNDATroN o GEOLOGICAL INVESTIGATIONS
BIDGE loENvEBt, COLOFADo aOO33 . TE|.. l303l 424'l!74AT
lnr
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f lll tnx s ffssor
O 47a5 TNOEPE OENCE St.
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I
SOIL INVESTIGATION
LOT D, VAIL VILLAGE,
SECOND FILING, TO}IN OF VAIL,
EAGLE COUNTY, COLORADO
Prepared For
Vai'l Professional Building Group
At The Request 0f
Gore Range Properties
o
o
o
o
ilob llo. 1235,02523
lhrch 17, 1976
CHEYENNE PORTLANO SPOKANEALEUOUEBOUEOEI\IVER
o o
TABLE CONTENTS
o
GENERAL
PROPOSED CONSTRUCTION AND EXISTING SITE CONDITIONS
o
SUBSOIL CONDITIONS
DISCUSSION
o
FOUNDATION - REINFORCED CONCRETE MAT
Foundation Alternative - Spreaa Footings
o
GAMGE SLAB CONSTRUCTION
ELEVATOR CONSTRUCTION
c
BACKFILL ANO SURFACE DRAIIIAGE
DESIGN CONSULTATION AND CONSTRUCTION INSPECTION
a
TEST HOLE LOCATION PLAN AND LOGS OF TEST HOLES
MECHANICAL A}IALYSIS CHART
o
GRADATION TEST RESULTS
SI.IELL-CONSOL I DATI ON TEST
a
SUMMARY OF LABORATORY TESTING
GUIDE SPECIFICATIONS FOR PLACEMENT OF NEWLY
FILL
* Located in pocket at rear of report.
OF
COMPACTED
Page
Figure
Tab'le
Append'ix
I
I
2
3
3
4
5
6
6
7
l*
2
3
4
1
o
a
o
o
o
a
o
o
o
o
a
a
GENERAL
This report presents the results of the subsoil investigation conducted
at the sjte of a proposed office building to be located on a resubdivision
of part of Lot D, Vail Vjllage, Second Filing, Town of Vail, Eagle County,
Colorado. The investigation was made to determine the best type and depth
of foundation, al'lowable soil bearing pressures, ground water conditions,
and any special precautions which should be taken in the design or construction
of the building due to soil and ground water conditions.
The conclusions and recormendations presented are based on the data gath-
ered during the site investjgation, on the results of the laboratory testing
and on our experience with similar soil conditions in the area.
The factual data gathered during the field investigation and laboratory
testing is presented on Figures 1 through 4 and Table l.
PROPOSED CONSTRUCTION AND EXISTING SITE CONDITIONS
The proposed building wil1 have three floors over two levels of non-heated
parking garage. It is our understanding that the lowest garage slab will be
at approximate elevation 8,144 feet. The lower parking'levels will be vertically
staggered approximately 4 to 5 feet in the center of the building (i.e., the
lower parking slab on the east side of the building will be 4 to 5 feet higher
than the west side.) Planned construction will be of reinforced concrete
foundations, precast concrete for the parking'l evels and a steel superstructure
for the upper three f'loors. Proposed foundation elevation is 8,142 feet.
Interior loads will be supported by a system of columns and a main bearing
wall running through the center of the structure. !'iaximum column loads are
anticipated to be on the order of 276 kips. The center bearing wall will have
c -t-
O
- a tota'l load of 24 kips per linear foot while the perimeter wa1ls will noto
exceed 9 kips per linear foot.
The site slopes topographically to the south with approx'imately'10 feet
- of re'lief and js located on the flood p'lain of Gore Creek, approximately 500a
feet from the main channe'|. At the time of this investigation, man-made fill
covered a major portion of the southern part of the site.
o suBsoIL coNDITIoNs
Reference should be made to Figure I of th'is report. Soil conditions
at shallow depths are fairly uniform. Generally, 3 to 4 feet of man-made
O fil'l overlies gravel and cobb'les with a clayey sand matrix. The man-made
fi'll consists of material with the same general composition. Difficult drilling
was experienced in the shallow gravels with the jntermittent encountering
' of cobble and boulder size materia'|. Refusal to drilling was encountered in
8 of the test ho'les in the cobble-boulder materia] (i.e., holes I through 3A
and 6 through 6C), at depths of 4 to 23 feet, (elevations 8,]3l to 8,155 feet).
' Holes 3'and 6 were offset to ho'les 34 and 6A through 6C to achieve penetration
through the cobble-bou'lder nnterial to foundation depth. The size of the
material precluded exploration of holes 6A through 6C below elevation 8,150 feet.
' Cobble and boulder size material decreased with depth in test holes 4
and 5. Dri'l'ling became less difficult with an increase in the sand fraction
at depth 15 feet (elevation 8,143 feet) jn test hole 4 and depth 2'l feet
o (elevation 8,136 feet) in test ho'le 5. The sand increases in si'lt content
with depth. The soils encountered at foundation depth are non-swelling and
vary in consolidation characteristi.cs when loaded.
a n free water table was encountered in test ho'les 4 and 5 at e'levation
o -2-
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a
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8,129 feet. A
during periods
DISCUSSION
general rise in the 1evel of the water table can be expected
of spring melt.
The soi'l profile on the site is very susceptible to settlements i.e.,
the smaller sands and gravels will settle appreciablyn whi'le large boulders
and cobb'les wi'l 'l create "point loads" on the bottom of footings causing extreme
differential settlement. In addition, the sojls profile shows that some
fine grained si'lty sands will also be encountered at foundation bearing depth
(i.e., test hole 4). The non-uniformity of bearing materials, (i.e., coarse
gravels and fine grained soils), will increase the susceptibility of differen-
tja'l settlements. Preliminary settlement analysis has shown that tota'l settle-
ments on the order of 3.5 inches can be anticipated at very high bearing
pressures if conventional spread footings are used.
In addition, it is our understand'ing that fluctuations of the existing
ground water tab'le vary with the f'low in both Middle and Gore Creeks, and
could be as high as 5 to 6 feet below the existing ground surface. This con-
dition has lead to major basement flooding in some buildings in the Vail area,
and will reduce maximum soil bearing pressures,
For the above reasofls, it is believed that the safest foundation for
the proposed building would be the use of a reinforced concrete mat. However,
a foundation a'lternative of spread footings is also discussed below.
FOUNDATION - REINFORCED CONCRETE MAT
The building may be founded on a reinforced concrete mat designed for
a maximum soil bearing pressure of'3,000 pounds per square foot. At this
pressure, total foundation settlements should not exceed 2 inches, and differ-
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ential settlement shou'ld not exceed 0.75 inch. The mat should be rigidly
reinforced to uniformily distribute foundation loads on the subsoils, and
to minimize differential settlements. The foundation elevation shou'td be
a minimum of 8 feet below grade to make mat constructjon feasible.
It is our understanding that if a mat foundation is constructed, half
of the mat wi'l'l be backfi'lled with approximately 4 to 5 feet of earth to pro-
vide the differentia'l parking slabs on the lower1evel. This cou'ld lead to
an eccentrically loaded mat, and a "triangular" stress distrfbution on the
foundation subgrade. If this is the case, the "toe[ pressure of the footing
should not exceed the maximum allowable soil bearing pressure.
To he'lp eliminate the creation of point loads on the bottom of the mat,
cobbles and boulders larger than 6 inches in diameter should be removed from
the imnediate foundation subgradeand replaced wjth compacted sand and gravel .
Since fluctuations of the ground water table are anticipated above the
depth of the foundation, the use of "water stopsil between foundation wal'ls
and the mat should be used to make the foundation water tjght. Construction
of the mat in one continuous concrete pour shou'ld a1so be considered.
Foundation Alternatjve - Spread Footings
An alternative to mat construction wou'ld be to support the building on
spread foot'ings. However, jt should be fully understood that the potential
for increased differential settlements is increased with this alternative.
To minimize the possibilities of increased differential settlements, spread
footings should be founded on a uniform bearing material, free of cobbles
and bou'lders over 6 inches in djameter. This will require the removal of
at least 6 feet of subgrade soils beneath the proposed footing elevation.
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The soils should also be removed a horizontal distance equal to of the depth
of overexcavation, beyond the edge of all foundations. The excavation should
then be backfilled with a compacted fill composed of non-cohesive soils passing
the 6 inch sieve. Excavation spoils on the site can be used for fil'l place-
ment after all 6 inch p'lus material has been removed. The fill mat should
be compacted to at'least 95% of ASTM D-I557-70. The use of a vibratory com-
pactor should be specified. Refer to the Appendix for guide specifications
for fill placement. l,le must be called to approve and supervise the placement
of materials used for foundat'ion support.
The building then may be founded on conventional spread footings placed
onthecompacted fill mat, and designed for a maximum soi'l bearing pressure
of 2,000 psf. Footings shou'ld be proportioned as much as pract'icab'le to mini-
mize the effects of differential loading. The bottom of footings shou'ld be
a mjnimum of 48 inches below final grade for frost protection.
GARAGE SLAB CONSTRUCTION
The use of the conventional spread footing alternative will require con-
struction of an interior garage slab. The six feet of controlled fill material
used to support footings wil'l more than adequately support the proposed slab
loads.
The use of the clean gravel
bility at openings to the garage
in slabs to control the location
areas ).
'layer will help to jnhibjt frost suscepti-
level . Also, frequent joints should be scored
of any cracking (maximum 400 square foot
The primary concern with interior floor slab construction will be the
a potential for slab uplift because of a general rise in the water tab'le.
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Our research of the ground water conditions has revealed that the ground water
tab'le can rise to as much as 5 to 6 feet below the existing ground surface.
constru_ctjon and/or raising the qrade of the building if a conventional spread
foot'ing foundation-js utilized. Constructjon of the building at the planned
elevation will require the design and construction of the slab to resist
hydro-static uplift. It is recommended that the s'lab be well reinforced.
Structurally tieing the s'lab into foundation walls, and providing "water
stops" will help to create a "mat".foundation effect. This will provide addi-
tional stability to a conventional spread footing foundation and help the
slab to resist uplift. We are available to djscuss this with you.
Construction of a spread footing foundation and an interior floor s'lab
at planned elevation will require construction of an extensive internal drain
system beneath the structure. The system will have to be lead to a "closed"
sump with an adequate pump discharge. If the spread footing alternative is
chosen, we must be consulted to provide drain design criteria.
ELEVATOR CONSTRUCTION
The sands and gravels at sha'l low depths are very dense and some difficulty
will be encountered in drilling the shaft for a hydraulic elevator through
this material. It is believed that the shaft could be drilled by either a
percussion or cable too'l rig.
BACK-FILL ANp_ S-URFACE D&\TNAGE
Backfill around the foundation should be mo'istened and somewhat compacted,
and the final grade shou'ld have a good slope away from the foundation walls
on all sides. The surface drainage from the north should be graded to divert
flows away from the bujlding location.
son, careful considerati ld be qiven to feasibility of slab
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DESIGN C0NSULTATIoN ANq C0NSTRUCTI0N TNSPECTIoN
The recorrnendations outlined above are based on our understanding of
the currently proposed building. If the plans are modified in the future,
we will be g'lad to review our recormendations, and revise them as necessary.
l,le reiterate that because of the soi'l and ground water conditions, the
safest foundation for the structure would be the use of a mat. The spread
footing a'lternative should only be used after consideration has been given
to the settlement and ground water risks involved, and feasibility of
raising the structure.
In any foundation investigation it is necessary to assume that subsoil
conditions do not vary greatly from the conditions encountered in the test
holes. Our experience in the area has shown that these variations do exist
and thatthesoil conditions are very ematic. For this reason' we must be
calted to inspect the soils exposed.in the foundation excavations prior to
placing foundations. In additjon, we must be ca]led to approve and supervise
the placement of a compacted soil mat to support footjng foundations.
F. M. FOX & ASSOCIATES, INC.
Frederick M. Fox,
Presi dent
Donald R. Clark
Project Engineer
llYK/DRC:ab
Copies: 10
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soil." FoUNDAT|ON & GEOLOGTCAL INVEST|GATIONS
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GRADATION TEST RESULTS .
GRArIEL 14.3% slNo 71 .9" srl*T ANo cLAy'Silty, gravelly sand from test ho'le 4 at deoth
CllY Itllttrct lO 3lLl IrO..-tlrl?rCl
GRADATION TEST RESULTS
% sANo 1o stLT r.No CLAY
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Foundation Soib Ine.itigarionr . Fill Conrrol
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SWELL-CONSOLIDATION
Consolidation under constant
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Natural Moisture Content 4.g% Natural Dry Density 1'l 2.3 pcf
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APPENDD(
Gulde Specifications for Placement of Newlv Compacted FiIl
General
Solls Enqineer. A Soils Engineer shall be the Owner's representative
to control the backfill compaction. The Soils Engineer shall approve the
material and method of placlng and compaction, and shall give a written
approval of the completed fill.
Flll Materlal . The fill material shali be gravel , sand, silt or clay
mixtures which have a liquid limit not greater than 40 and a plasticity index
not greater than 20, and shall be approved by the Soils Engineer. Materials
present at the slte meeting the above criteria may be used in the new fill.
The use of sand and gravel ls more desirable.
Extent of FIll . The fill should extend horizontally at least a distance
equal to the depth of the fill beyond the edge of foundations or pavements.
Compactinq Clavev or Siltv Materials
Ptacinq Fill . No brush, sod, frozen material , or other perishable or
unsuitable material, or stones of 6 inches or greater in maximum dimenslon
shall be placed in the f111.
The distribution of the material on the fill shall be such as to avoid
the formation of lenses, or layers of material. differing substantially in
characteristlcs frorn the surroundlng material . The materials shall be delivered
to the backfill surface at a uniform rate, and in such quantity as to permit a
satisfactory construction procedure. Unnecessary concentration of travel
tending to cause ruts and uneven compaction shall be avoided. Before placing
successive layers, all ruts and other hollows more t}tan 6 inches in depth
shall be regraded and compacted.
After dumping of fill material on backfill surfaces, the material shall
be spread by approved methods in approximately horizontal layers. These
layers shall not be greater than 6inches compacted thickness.
Moisture Control . The material in each layer shall be compacted
by rolling and shall contain the optimum moisture required for maximum
compactlon, as nearly as is practicable and as determined by the Soils
Engineer. The moisture content shall be uniform throughout the layers.
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The Contractor rnay be required to add the necessary moisture to the backflll
rnaterial in the excavation lf, ln the opinion of the Soils Engineer, lt ls not
posslble to obtain uniform molsture content by adding water on the flll surface.
Compaction. When the molsture content and condition of each indtvidual
layer is satisfactory, lt shall be compacted by a method approved by the Solls
Englneer to at least 95fl of. Modified Proctor Density (ASTM D 1557-70) for
cohesive soils and 95% for coheslonless solls (10.0 rammer, 18 1ns5 drop, 5
layers, 1/30 of. a cublc foot mold). A Proctor test should be perforned on each
typlcal fill material and frequent density tests of the fill shall be taken.
Normally, I passes of a sheeps-foot roller loaded to 4r000 pounds per llnear
foot, cornpacting a 6 inch soll layer is sufficient to achleve the speclfied denslty.
Cornpacting Cohesionless Free - Draininq Materials
When compacting coheslonless free-draining materials such as sands
and gravels, the rnaterials shall be deposited ln layers and compacted by
treads of a crawler-type tractor, surface of internal vibrators, smoottr or
pneurnatic rollers, hand or power tampers, or by any other means approved by
the Soils Engineer. The thickness of the horizontal layers after compactlon
shall not exceed 6 inches cornpacted thickness if compactlon ls performed by
tractor treads, surface vibrators or slrnilar equiprnent, or not more than the
penetrating length of the vlbrator head if compaction ls perforrned by lnternal
vibrators. The material rnay be ponded or flooded to aid in the compactton only
lf free-draining materlal underlies new fill.
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1977
2r0 10640800 1
Vail Vill age Filing 2
Resubdivision, Lot D
Lot D-2
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VAOL PROFESSbNAL BUILDING*ROUP ffiii:9'S.iqffSd ;fSS'
I'tEMO
To:
Fron:
Date:
Vail National Bank Building Tenants
Richard M. Tofel
December I, L977
Subject: Parking
As you know, the parking situation at the Vail National Bank Building has been
extrenely difficult over the past several weeks. This situation is largely
caused by the extraordinary anount of construction, coupled with the full occu-
pancy level. of the building, all of which is further aggravated by the lack of
a comprehensive parking Plan. After careful consideration of alternatives, we
have ilecided to enforce restricted parking which has been stipulated in your
1"""";r"rrr, we have worked up a parking assignnent plan which is shown on the
enclosed schematic drawings of the four parking levels. Parking assignnents
were deternined by randon drawing. Each suite has beep assigned the precise
nurnber of parking sPaces which is allowable by the respectivetlease agreement.
'lhe two lowest parking levels, C € D, will be restricted entirely to reserved
tenant parking, A sign at the top of the ramp leading frorn Level B to Level cwill caution drivers that all parking below i.s restriited and'that violatorswill have their car towed. Each space in Levels C 6 D will be designated bysuite'nunber. By virtue of the brown parking signs o4 the exlerior of thebuilding, we have legal authority to tow violators by:calling the vail Police
Dep!. and so requesting. It will be the responsibility of eac[r tenant to con-trol parking in their assigned space.
The Vail National Bank has been assigned parking spaces on Levdi A. Most cif
these spaces will be identified by a sign which says 'lBank Palfting, 10 MinutesOnlytr. The balance of the client parking is intended for the exclusive use ofclients within the building. It is very irnportant'tha1 employpes who do not
have an assigned space do 19!patk in these client spages. opr only nethil-of
contTol of client spaces will be the right to tow vioiators.
Even though we have the right to tow violators, this parking plan will not work
without the total cooperation of everyone in the buif{ing. l ar4 sure that every
Person who offices here will do their utmost to respeit parking rights of other
tenants and guests of the building.
We elpect the parking signs to be installed during thi latter part of next week,
so I suggest that arrangenents be nade for the parki,ng of vehicles which will
not have assigned spaces within the building. The allocation of space within
your ir,articular office is entirely up to you. Thank lou for your patience while
we solve this parking problen. If you have any questibns, please feel free to
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DATE JOB NAME \.-I
TIME RECEIVED- AM PM CALLER
TOWN OF VAIL
I o*re'n
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READY FOR,INSPECTION
WED THUR FRI AM PMMON
COMMENTS:
APPROVE D tr DTSAPPRovED E nerNsPEcr
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CORRECTIONS
DATE
INSPECTOR
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Town of Vail
FI.I:CTIIICAL PERIIIIT
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
418
$......-..--.............--..
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APPROVAI,S
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Date of Application..--..-..ld /3-
Electrical Con
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TH FORTi IS TO BE POSTED (,1{
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24 ITOURIT ADVAI\ICE NONCE
REQI,'IRED FOR INSPECNONS
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D nppRovED ! orsnppRovED ! nerNsPEcr
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CORRECTIONS
DATE
INSPECTOR
Town of VaiI
FI,NCTRICAL PERMIT
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
Date Paid-.....
504
APPROVALS
$.".....................-....
24 H(XJNS ADVANCE NOTIG
REQI,'IREI' FOR INSPECIIONS
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Date of Application--.. -.- .--..... //./9--..--.-......-.|s...1./...
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Plrn Chack€r
fir c. r. He:arrr !o., otnv!, lrcatz
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DATE JOB NAME
TIME RECEIVED- AM PM CALLER
! orHen
MON
COMMENTS:
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READY FOR INSPECTION
WED THUR
flnppRovED I orsnppRovED D nerNsPEcr
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NAME OF JOB
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TYATER AI{D SEWER TAP PERMIT
LOCATION AND LEGAL DESCRIPTION
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EXCAVATING CONTRACTOR
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( ) in accordance with your request
FOR YOUR:
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' TfrINSMITTAI
LETTER
AIA DOCUMENI C81O
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lf enclosures are not as noted, please
inform us immediately.
lf checked below, please:
( ) Acknowledge receipt of enclosures.
( ) Return enclosures to us.
ATTN:
L*t t*^TYt"*',n
THE FOLLOWING:
(fDrawings
) approval ( )_5listribution to parties
) review & comment (tfrecord
( ft'l'information
()
()
()
()
()
()
Shop Drawing Prints
Shop Drawing Reproducibles
Samples
Product Literature
coPtEs DATE REV. NO.DESCRIPTION ACTION
CODE
I 'rF*.?"o/ szh;r
ACTION A. Action indicated on item transmitted
CODE B. No action required
C. For signature and return to this office
RfMARKS
D. For siSnature and forwarding as
E. See REMARKS below
noted below under REMARKS
coPlEs (with enclosures)Crdl,.1*r"Wt
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AIA DOCUMENT G81O . TRANSMITTAI LETTER . APRIL 1970 EDITION
THT AMIRICAN INSTITUTE OF ARCHITECTS, 1785 MASSACHUSETTS AVENUE,
. coPYRtcHT @ 1970
. wAsHtNcToN. D.C. 20036 ONE PAGE
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DATE JOB NAME
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COMMENTS:
TUE
n pnnrral LocATroN
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WED THUR FRI AM PM
flappRovED D otsnppRovED ! nerNsPEcr
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)
THE MORTER/TODD PARTNERSHIP. AIA
March 28, '1977
l^l'illiam Pierce
Town of Vail Building Department
Box 100
Vail, Colorado 81657
Dear BilI:
Inmed'iately after'l earning of the floodjng of levels rlCrl
'dnd."D1'0f ,tlleiVajl
Professional Building, I contacted the office of Johnson-Voiland-Archuleta,
and Chen Associates, to ask them if they could anticipate any potential
structural problems as a result of the flooding. Their opinions were as
fol I ows:
1. The structural engineer did not foresee any potentlal:,damage which would
affect the structural integrity or safety of the bu'i'l djng. The only
possible effect might be cracking of the surface of the concrete
toppjng at level "8". This would not have any effect upon the struc-_.
tural integrity. He added, if in fact cracking were to occur' it would
become evident within a matter of a few days after the accident. I
inspected the building today, 12 days after the flooding' and there is
currently no evidence of any abnormal slab deterioration.
2. The soils engineer, Fu Hua Chen, indicated that he did not expect any-
foundation piob'l ems, due to the highty granular nature of the sub-soil
at the site. He also added that any settlement, heaving' or movement
would become evident within one to two days. I inspected the building
today, 10 days after the f'looding, and there is currently no evidence
of displacembnt of the slabs on grade or structural members. In ad-
dition, on friday, June 18, two days after the flooding' a crew from
Shaw Constructioir Co., with the gsL of surveying equ'iprnent, "shot grades"
at various locations'in the two parking levels, and reported to the
0wners, that there had been no settlement, heaving, or movement' what-
s0ever.
In conclusion, the only apparent damage which will require attentjon' is
the erosion of the gravel base below the perimeter of some of the ex-
terior driveway slabs-on-grade. This condition presents no hazard
CROSSROADS AT VAIL BOX 1186 VAIL. COLORADO 81657 476-5105
)THE MoRTERCD pARrNERsHrp, ArA I
tlilliam Pierce
March 28, '1977
page 2
from a safety standpoint, and can be easily repaired by a cormon
mud-pumping replacement technique.
Please call if you have any questions regarding this matter.
Yours tru1y,
fuJ c r-(.
Ronald A. Todd
THE MORTER/TODD PARTNERSHIP, AIA
cc: Vai'l Professional Building Group
Johnson-Voi I and-Archul eta
Chen and Associates
)
THE MORTER/TODD PARTNERSHIP. AIA
March 28, 1977
Wi 1l iam Pierce
Town of Vail Bujlding Department
Box 100
Vail, Co'lorado 81657
Dear Bil I :
Jeff Se1by, of the Vail Professional Building Group, has informed
me that, in answer to item rrErr of your letter dated, March 25, 1977,
they wi'll install a chain barrier to be in place during the hours
which the building is to be locked, to Iimit the parking to those
levels which have a direct exit to the exterior.
Please call if you have any questions regarding this matter.
Yours truly,
U n)^\
Ronald A. Todd
THE MORTER/TODD PARTNERSHIP, AIA
CROSSROADS AT VAIL BOX 1186 VAIL. COLORADO 81657 476-5105
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! orxen E panrrnl.LOCATION
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TUE FRI AM PM
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fl nerNsPEcr
DATE
)rNsPE.lotBUILDII{G DIVISION
P. O. BOX 789
PHONE: 328-63:19
FIEEUEST
y'rt, ,
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
I orxen D pnnrrnu LOCATION
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D ornen
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n oruen
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DATE
INSPECTOR
),*4/e#o,u FrEeuEsrBUILDING DIVISION
P. O. BOX 789
PHONE: 328-6339 EK3.L.E.
DATE
---------._ci--...-'
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''.
TIME RECEIVED- AM PM CALLER
! ornen
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DATE
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DATE
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DATE
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SUBJECT:
ICTION TAKE]{ BY tsO
l'{OTION:
DATI or [tuET[NG:
}TD|\IBENS PRESINT:
VOTE: FOR:
APPRO\']jD:
,l/l
sricoNDED "", h )lt/z-
AGAINST:
(ttud
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AI}STIiNTION:
DI SAPI)I'|OV]iD :
Stii\h\tAljY :
a-t^/7O4 l, /wa@ !/0w in 7 f^+-+ Jh,. NlttudJ b/rrq/pa",/ a trlfr*
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/ "14./^/ 4 r.* -a,c,uxza.ftA/^nh,-//o/L s',#/ ,lffiW "i,T/ilt**
f ,/r a/,r1,tie"l W"Ar*,;fi rO/1-{r;,^tr;ty<lty ry
) vruu pRoFEsd$ruau Bu*D^e(tRoup m:#iEilisd*es,
March 29, 1977
Mr. ,tames Lanont
Director of Community Development
Town of Vail
Box 100
Vail, CO 81657
Dear Jim:
The Vail Professional Building Group hereby requests that the
compliance date for submittal of a landscaping pJ-an for TheVail Professional Building be June 1, L977. This date is re-quired since we are attempting to make a coordinated effort of
deveJ.oping a landscaping plan which will include the Scorpio,
and SkaLl- Haus Condominiums along $rith the Vail ProfessionalBuilding. It is our feeling that a better plan can be formu-lated if all three properties are incl-uded.
In any event, the landscaping plan will be substantially con-pleted by October L, L977. Thank you for your considerationin this matter.
Yours truly,
VAIL PROFESSIONAL BUILDTNG GROUP, LTD.
JBS/sp
lown
MP/ jek
This notice hereby grants permission for Occupancy ofthe vail Professional Building loLated on a portion ot r,ot o,vail viltage second-r'iling, vait, colorado ai a r-2 occupancy,based on the following condltions:
L) A landscaplng plan for tire premises and. surroundingarea as outlined in your letter of March 29, Lg7Z,be submitted to the Town of Vail and receipt ofapproval of the-Design Review Board granted priorto June l, L927.
2) The landscaping materials described on theabove named plan be instaLled to indusrry_approved standards in a manner to assurelongevity of the installation. This must becompleted prior to October 1, 1977.
Fallure to comply with the above stipulations mayresult in revocation of this permission for Occupancy.
box 100
vail, colorado 81657
(3031 476-s613
TEMPORARY CERTIFICATE OF OCCUPANCYVAIL PROI'ESSIONAL BUILDING
off ice of the town manager
Marcb 29, L977
cerely,
tfi{i{"a'3
Building
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ELECTRICAL PERMIT
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Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
379
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Applicant.
APPROVALS
THIS
JOB
FORM BE POSTED OT{
SITE DURII{G GOilSTRUCTION
24 HOT,JRSI ADVANCE NON(E
REQI,'IRED FOR INSPECTIONS
SlgDaturc
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TOWN OF
FIEBUEST
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
! ornen
MON
COMMENTS:
TUE
fl pnnrrnl. LocATroN
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INSPECTOR
box 100
vail, colorado 81657
(303) 47G5613
off ice of the town manager
March 25, 1977
To I'lhom It May Concern:
A Temporary Certificate of 0ccupancy wi'l'l be issued by the Bui'lding0fficial of the Town of Vail, Colorado, for the Vai'l Professional Building
located on part of Lot D, Vail Village, Second F'i ling, upon comp'l iance
with the following items:
A. Submission of a Landscaping Plan for the property described
above.
B. Approval of the above submission by the Design Review Board of
the Town of Vail.
C. Submissions by appropriate persons confirming the structura'l
integrety of the afore named bujlding fo1 'lowing the water
damage of mid-March, 1977.
D. Repair of minor damage (building finish, e'lectrica1, elevator)
caused by afore mentioned water damage.
E. Resolution of problem regarding exiting from 'lower parking leve'l s
due to locks on stairway doors.
A Permanent Certificate of 0ccupancy will be issued upon comp'liance
with items A through E above and installation of landscape materials jn
accord with item A and B above.
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FII,T:Cf'RICAL PERII{IT rcaNane...Mt*...y'.*..a-.,...6.tae.,..:3-.P...f*.'
Date of Application--.- -..-....---fr*--,-.-d't.--.-------.---.---.--..-..------ts.-l/-/-.
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APPROVALS
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
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Received 8y........6....b:
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THIS FORM Ig E FOSTED ON
JOB SITE DURII{G GONSTRUCTIOI{
2,4 HOURS ADVANCE NOTICE
REQI,JIRED FOR, INSPECTTONS
THa !. r. xorrrar ao,, oE'lvrr rr0a9z
il\tsiPEcoN FIEOUEST
TOWN OF VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
E orxen
MON
COMMENTS:
TUE
I panrrnu LocATroN
READY FOR INSPECTION
THUR PMFR
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DATE
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TOWN OF
FIEOUEST
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
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MON
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ET,ECNRICAL PERilIIT roU r.rame../.....I cFFi<6,
Date or Apprication... FEA, --......--.!Z---..---..-..--...-.--Ls:7-7--..-....
Electrical Contractor\\I \n
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.'OB SITE DURIT{G CONSTRUCTION
2I HOT,JRII ADVANCE NOIICE
REQI,'IRED FOR INSPECTIONS
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
i .2a. r
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n orxen I pnnrrau LocATtoN
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TUE
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WED THUR FRI AM PM
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