HomeMy WebLinkAboutVAIL VILLAGE FILING 2 LOT D1 SCORPIO GENERAL LEGALesign Review Action Form
TOWN OF VAIL
Project Name: Scorpio Condominiums
Project Description: Revised landscape plan
Ownel Address and Phone: Scomio Condo Ass'n
Architect/Contact, Address and Phone: Mark Stelle, Precision Tree Works, PO Box 606, Vail, Co 81658
Project Street Address: 131 S. Frontage Road West
Legal Descripfion: Lot D-I, Vail Village 2d Filing
o
D
Parcel Number:
Comments:
BuildingName:
Motion by:
Seconded by:
Vote:
Conditions:
Town Planner: Dominic Mauriello
Date:419199
Board / Staff Action
Action: Staffapproval
DRB Fee Pre-Paid: $20.00
o Qucstionlall thc Planning Staff at 't79-2 | 2tt
APPLICATION FOR DESIGN REVIEW APPROVAL
CENERAL INFORMATION
This application is for any projcct rcquiring Design Rcvie*, approval. Any pro.iect requiring dcsign revierv.must
rcceivc Design Rcvicrv approval prior to submitting for a building pcrruit, For specific information. sce thi subrnittal
rcqilircmcnts fbr thc partictrlar approval that is requcstcd. Thc application carurot be acccpted until all thc rcquired
infornratiorr is subutitted. The pro.ject may also need to bc rcviewcd by thc To'w,n Courcil and/or thc Planning and
Environrtrcntal Cionrntission. Design Revierv Board approval expires one ycar after final approval unless a
building pcrnrit is issucd and constluction is startcd.
{s soull sde o{ L
I'll ha v,l
RE
lqh
ETH
nol
r(.rIONPTDESC]RI
u.
C.
D.
E.
ir.
C.
LOCAI'lON OF PROPOSAL: LOT:
PHYSICAL ADDRESS. ) co !.
I'ARCEL #:
ZONING:
r'.\AN4E OF O\\rNER(S): /r,u
N,lAILI\Ci ADDRISS: 20
BLOCK:- FILING:
$r-a
(Contact Eaglc Co. Assessors Of'ficc at 970-328-8640 for parcel #)
JACo05 ,iounhjh Cqbe furInc-
C'onstruction of a ncrv building.
Iucludes an-y addition rvhct'c squarc lbotagc is added to any rcsidcntial or
conurrcrcial building.
lncludcs nrinor changcs to buildings and sitc inlprovemcnts. such as.
rcrootlng. painting. rvintlorv additions. landscaping. fcnccs and rctaining
rvalls, ctc.
H.
pudNe: q70 52?- 7627
O\YNER(S) SICNATIJRE
NA]VIF, OF APPLICAN]:ELLE, PRICIs/o waR
Mi\ILING ADDRESS:
PHoNE: ?26-3512
TYPE OF REVIEW AND FEE:
D Ncrv Clonsn'uction - $200
tr .,\ddition - S50
fi ntinnr Altclation 6il' \--l
DRll ltcs arc to bc paid at thc timc of suhrnittal. Latcr. rvhcn applying fbra building pcmrit. plcase identify
tlrc accurate valuation of rhc pro.iect. J'hc Tor.vn of Vail rvill adjust thc fcc accolding to the.project valuation.
PI,EAStr St]BI\,IIT THIS APPLICATION, ALL SUBMITTAL REQUIRENIENTS AND THE FEE TO THE
D E PAIITII{ENT OF COI\IIITU N ITY DEVELO PN/I ENT, 75 SOUTH FRONTAGE ROAD,
VAIL. COLORADO EI657.
TOl'i[N OFVAIL
*\ese *vpes qr" qliv,
For Ot'licc Use Onlv:
Fcc Paid: 2-D. UO
Application Datc:
I
PROPOSED LANDSCAPING
Comnron Namc
PROPOSED TREES
AND SHRUBS:
Botanical Nanrc
P i.ue pun &hs
----r--J--
Pinvs Ynuqo.------.--T--
Ouandty
3
Sizc*
g/
3
!2t- 20 |3
36
EXISTINC TREES TO
BE REMOVED:
tMinirrturn rcquiruncnts for landscapiug:dcciduous trees - 2 inch calipcr
coniferous trccs - 6 l'ect in hcight
shnrbs - 5 gallons
Square FootagcType
GITOUND COVER
SOr)
SEET)
IRRICATION
TYPE OR METi.IOD OF
EROSION CON'TROL
Ol'ltER LANDSCAPE FEATURES (rctaining walls, fcnccs. su,intnring pools. etc.) Plcase spccifo. lndicatc top and
bottonl clcvations of lctaining rvall.s. Maxinrunt hciglit of rvalls rvithin thc front sctback is 3 f'eet. Maximunr height of
rvalls clscrvhcrc on thc propcrty is 6 fcct.
Updatcd 6/97
Date Receivec
APR 6 6 1999
q"64t1tt
P.O. Box506 . Voil, Colorcdo 81638 . (970)S4E-8975rl(s
April5, 1999
Mr. Dominic F. Mauriello
Chief of Planning, Town of Vail
75 S. Frontage Rd.
Vail. CO 81657
Dear Dominic,
Enclosed is a completed rown of vail, Application For Design Review Approval. This
application concerns a minor landscape tree adjustment at the Scorpio condominium
building located just to the South of your office.
As we have discussed in the past, the owners of the Scorpio complex are the victims of
another initial landscape plan which failed to choose a "responsible" tree species/location
planting plan.In recent years, individual owners at the scorpio have taken it upon
themselves (with good intentions in mind), to alleviate conditions of overgrown trees
through gtoss pruning measures. I have recently been retained by the scorpio
Condominium Association to provide arboricultural consultation concerning the present
situation of overgrown and deformed trees.
The north side ofthis building contains five blue spruce. fhree ofthese five spruce were
originally planted far too close to the building. The repercussions are the following:r Tree # 2 blocks a fire hydrant.
o severe ice damage from the roofhas severely disfigured the crown and
compromised the structural integrity of tree #2.o Adjacent trees have been misshaped and disfrgured due to competition.r The close proximately ofneedles to wood railings creates unsafe fire ladder.. with each years growh comes an increasing amount of ground shade which
translates to walkway safety issues and detrimental impacts on ground cover.r I)espite encouragement to leave thinning and pruning to professionals, future
owners will likely exercise the unacceptable practice of tree "tree topping',.
"Attachment A" contains an inventory of existing trees/shrubs, identifies the removal
candidates, and shows the location of proposed tree/shrub additions. .,Attachment B,'
identifies the removal candidate by photograph.
I will look forward to hearing from your office as soon as possible.
Mark Stelle, Certified Arborist
cc: R.G. Jacobs, Mountain Caretakers, Inc.
Sincerely,
Attachment A
Site: Scorpio Condominium Assoc.
Prepared by: Precision Tree Works, lnc.,4/5/99
(l)Colcdo
I
,r-- i-.;,1=;;;-
! Al.j l-. \ -- i:Eisttnssor..d
v-H*iNrr
C L€ va. ior
Tr.c#
l.
z
3.
1.
s
6.
7.t. 10.
u.
ltt Spocc ($!diur &ieli!!)
ItSnscI Aunll{ryL
ItrCnbrplo
Zt Sgts(drdinr&bli@)
ldCEbqplc
2A SpocG(dnr$urdhilhc)
ldCrdqlcr
l2 Spnr (d nditu @lidc)
Bmdrtu
Pflr!hbddlrdlinb.I,EUOPZ-rytctldnt
Prol!& rhqGto{tcigb
Pnd
TAAOVB - ttu hrldhg olrcfr&gPnd
Alrc.dyF@d
At.dyFrrcd
Plantine PlanOt? EOgnolls!
|EMOW rA}lrldryToppdby
EddcNrnc
Picat hrnglol
Pim! lillgo
3 SColuado Sprr3 36" Mrrgo Piac
0)Mlgob e)ItfrtoPb!
A Tree Evaluation
Scorpio Condominiums
Vail, Colorado
frffi o:PF-:;ffi
hcearod b$ Procisio Trec Wql$, Itc.
Vril, Coltrrdo
E[trcir rncnt l]
S itc: Sctr:itic' Condonriniunr .\ssoc.
I)te pr11.-fl by: Pr ecision li ee Worlis. Inc._ -lr5i99
'frec i] f
tsr t,lilL'-t:- i
FEB-1q-2005 FRr
'f'tJ:
FAX N0, 9704681208 pnl
u,--^\ \J, tLo,.4J
1\
?--^-,-C-b
,{i.,^"Dnu,S
(-'ho.li.
-*"1-S- To*"* yoil fil'ln'oS'
Fnuinr Wayne Martln, Elevator Inspecior
t 9/0"46.8-0295 ext. 108 or -i1+u+ter@Np.c.o!.cLusn*te: ,it/tl /o S
Prrftrt l{anre: $a6 rp io Conolo*inv*,
t
u
I or'
r:i
a,
Flcvator Plan Review
filevahlr Tcst and Inspedion , n ,/3/ A ftleqa[ow anv{r LotEticrt,
VO;l , C0.
, PcrnrilNumbcr igCcoe 9t/-0QQ
Eleviltorrype l-lV P
"llrc pfans have been review<l anrJ I'ound to mnform to all applicable ANSi 77 '1' and
UnC Cor:es
The elevator / esealalor / tfit / cluwhffif;er at the above location was inspected and
1l
testsl orr --E[lpf--and a:
n T'EMpOMRY Certilicate has been issued,
d FINAL Inspection certificate has been issued.
tl NO certificate is being issuecl,
cnnrmerlls: r
,r #,f#iffr'if ,!^'/.!,;: i;{,,ffi! i,"r:!
"!oi
.'- n"'
t A-
..l-*a
IO*#}
Project Address: 131 W MEADOW DR VAIL
Legal Description: LoE Block: Subdivisionl
Parcel Number: 210107102000
Comments:
Design Review Board
ACTION FORM
Depaftment of Community Development
75 South frontage Road, Vail, Colorado 81657
teli 970.4n.2I39 faxi 970.479.2452
web: www.ci.vail.co.us
Project l{ame: Sorpio DRB Number: DRB020149
Project Description:
New entrance gates and dumpster enclosure
Participants:
OWNER SCORPIO CONDOS 0512L12002 Phone:524-7629
EILEEN JACOBS
License:
APPUCANT SCORPIO coNDOS 05l2Il2oo? Phone: 390-6399
RG lacobs
2000 Spring Creek Road
Gypsum, CO 81637
License:
location:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: DateofApproyal= 09/0612002
Conditions:
Cond:8
(P|-AN): No changes to these plans may be made without the written consent of Torvn of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construdion activities.
Planner: Bill Gibson DRB Fee Paid: $25O.OO
o
A
r0nn,r y,{[
pplication for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 fax:. 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Depatment. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval,
[ce .'lc-.t'-- {>.-.cy;i.; .{'u].r-< Qr^.1.. aLocati o n of th e Pro p osa I : t-ot : !'a't"ioc ii- -I'b ii;o'iri fi $fr ' =-\i:A_ D-T^rrr'lrr{5-,"a rii,g
Physical Address:
L, t V+it\,tlA1; )lJd f\!r3f bJ r.\{*3r..-'' b",r",..r
3 I o t o-l r o,lc'r'i''iiontaa Eagle Co. Assessor atgT0J2B-B640 for parcel no.)aro/srfr(';l(.,'J{'
Narne(s) of owner(s): SCr r r-,,,-.,
(lo*,1..rr,^ri.^-, Cr.r..', o{t o,,:
owner(s) Signature(s)r -(F1 .(J*,"a.-, tE.,t'".1r *s.)
Name of Appticant: ' R (i . .-, q".*,r.,
Fax: ,;)4. lL.ii
Description of the Request:
Parcel No,:
'iJ.."-l
Zoning:
E-mail Address:
Type of Review and Fee:
fJ Signs
I Conceptual Review
J New ConstructionI Addition
$50 Plus $1.00 per square foot of total sign area.
No Fee
For construction of a new building or demo/rebuild.
For an addition where square footage is added to any residential or
. commercial building (includes 250 additions & interior conversions).' For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retainino walls. etc.
$20 For mrnor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining wa'ls, etc.
$20 For revisions to plans
Design Review Board.
No Fee
$6s0
$300
$2s0\ Minor Alteration
\ multi-famlly/commercial)
Minor Alteration
(single-family/duplex)
I Changes to Approved Plans
D Separation Request
already approved by Planning Staff or the
For Office QsgOrllyr
Fee Paid: {irA.'-
Application Date:
Planner:
^L''t ,si4t
Sent By: i 303 753 0026;
97e82/L7sc8
May-2-02 llnout
ro:dl aM
Page I /1
P.2FRq'4 _TACORS
I
l; (Orlntname
desctlption)
povide this htter as writtcn 3gprwal of the phns datcd whlch hav€
b€en srbmiBed b drc Tor^,n of vall C.ommunlty Dev#n€nt Ocptrtr?nt fbr tbe Plo9o5€d fnpm/ergtE
to be $mphtcd at ths addrGe not€d abop I urdeCternl that-U|e pfopo$d imgonemertr hdudc:
I furthcf Understard that minor irlodificstions lt|oy bc mr(|c E thc plaff OVer th€ @Ul5e Of ths rfttrYJ
t(occ3t b ensurc omplbnce with the Town? applioblc ed|r and nguhtlil1s"
ltJtlr
(Shnature)
P4cZ c lzlotlroloz
..-_-\
\ PROPOSED MATERIALS
. ../
Tvpe of MateraalBuildinq Materials Color
Y,l6{- l,oe- ^,
noor (cf {r.i-5\ t'",.{or",)
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes!
Lolr *o -"*1,t^ . tt-r:.5 5c-pto bl4j'
Please specifo the manufacturer's name, the color name and number and attach a color chip.
Page 5 of L2l0rlt0l1z
{PROPOSED LANDSCAPING
Botanical Name
PROPOSED TREES,CQ88a-t3!L
-
AND SHRUBS
VOs* t(- r ' t" r;t "t r'\
tflOet_,H'r.tfi
LtttOm P€P{.t)^I&
^-l( l' ar.t I la
^lMAJli.r:---------i
r,.fl ,t rJG .r r..f t4.t r.fr\
MON€,
Common Name
(rloo6bec:, /*1
. pnQ-ffit I
OuantiW
1
Size
#/
RLUE Ft-J4 v
qJ_L@t$'"rrr9_4A{.8
StoG r6.z*.E
nLU6.3,6"{+ tE. o .'t:Al l,
*/
4E/
4t/
str /
{44./
#.1
5
3
3
3
5
q
EXISTING TREES
TO BE REMOVED
FAr.fl)CA i.L',+tj(-*
I\tX,%g*ts*t
\r.$
Minimum Requirements for Landscaping :Deciduous Trees - 2" Caliper
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
soD
SEFD
IRRIGATION
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
Page 7 of I2/0I/rc102
. nPR J9 'W. Er8,:28
t-*WZ 4:36PM
FR PSCO SILVERTHORNE 9?A'86? 4838 Tg
fnOru fs v 454tro1Y
819?W24?6?9€,Azt P.A2
. UflLTTY LOCAIIOT{ VERTFICATION
rh.s form is to verrfv *'@rl ***n*':5'* T*"*,';S,n$f;'ffiffi 5!""TllK"'':TJEH'#*;!JsLH;:::Uffiff.Ty.g1unffif vrRn prepanng yeur vuxlt Prsr' '"' '--*-'";;-m-ustbe approrcd and vertrred W the
utiides, whetherrhey are main trunk lines erlropoed line
f"td;"g uHlfi* tor tlre acotngtnying site plan'
Autholtr.d Slan.tuts Sflg
OTVEST
970.364.0238 (t€D
970J84.02s7 (far)
contach JasonSharP
ruEIIC SERVTC€ HIGH PRESSURE CIS
Y CROSS ETECTRIC ASSOC.
970.$*9,5892 (tel)
979.9a9.a$f6 (rax)
Corlttc: Tcd Ht6lq'
EXCEL ENERGY-=fE =IE t*'-all. A 1^.Ai"l'4^r,I
leiGex)'{".\ e'o- r,-.i- iaSS
1cz8(t€l)
E uce Miller
]Ig
{ij
4/so/o z
-l_..----contad: ffit
DISTPJCTI
970.+75.7rE0 (tel)
970.476.{089 (lsx)
Qont*,: Fred fta$€e
AT&T BROADBAND
9n,949.LZZq x llz (tel)
970.9{9.9t3S (fax)
ConA*: FhYd Sabz.r
P.gE 8 of LUotltol0z
FPR 29 'Ee t6:32
+tcase sro,nde a site plan, floor pbn, aff elevattorF when otffiinirg aPproval ftom the Eagle Rlver water
& Sentti'ron District- Fire fo'r neerls mu* be aoorcsseo'
NOTTS:
l. lf tfic utitity vefificarion foffn lrrs signeturEe rrT I of the ut{ity companies' gnd no comfients
arcmodediredlyontheform,sfulgv*nwi||presrrnethatt'|ercarenoprob|em3andthe
derrelopmgrt can Pr'oceed'
z.Ifauu|ityGompany6zs6gnggrnswilhth€P.,oPo.s€d@ostrrrction,thecjlityrepresentetlresiu|l
note dlrectrv on ,n" uu,iti-"Jir]tidoi r"*'F !.ry:ti;; p'our*h which needs to be resolved'
The is5us shoulcl lhen o" l.JtiJi^ i" inact'"d rgt"i
"o
$ti-- routn of vail' Hgweve(' plcase keep
in mind that it is the regpofisibiltty of ths $lllty com'pa-ny inO tne aFpticant ro resolve iderrtified
prgblerns'
3. These verificatirrns rio not relie€ the contractot of the rcsponsiblliV to obtaln a
'Publk
Way Permlt
from the oepan nent or?'iii[ti"'Girin"ii'*n "nviir'-rirctsaogq
Lnuiq'be gqnined rFrote
clssils in any Pub|ic 'id#-*;;;st'"nt *tr,in tr'e r-il; ot vait. a-uui!dB.Es!0i!rj0e!-r
il,uicwa" ;;it andhtnl bc altd@lailitr!'
9?6.?416?9 PNGE.AJ
m..34.?w2il-:E-'MZ 2 tHe"ffffi="U'bsaozeag NO.095 ot5: 46fif1
'5lPM P.?
.a.
5 canrp OurtrsfeR fTYazosed-e
u?tltw.LocAttoil wttFrc]rfior{\--
This iorrn is to verlfy servl;ffiffi-and bcatio,t br new consbuction €nd shoukt be r.sed in
otJuncthn wfth peparlng your rnility plan and xhcduling instalbtions. Tlrc hcatlon and in aftibilfty of
utilities, wlnther tlry ac mtin trunk lines or proposed ltnes, must be apprgled and wvirred Dy the
bllotrying sblifrcF fordte afniparyilE sih den.
AutfiotEcrt Sionature grE
QwErr
97!.384.0238 (tet)
970.3e+.0?57 (ro<)
Contagb lason Sharp
PUEUC SFR,VICE HIGH PR,ESSURE GAS
970.468.2528 (rel)
@ntad: &ue Malls
HOLY CROSS ELECTRIC ASSOC.
970.9€.5892 (ler)
970.9a9-4566 (fax)
C;ontact Trd Husky
ErcELEiIERCf
303.571,751e (tej)
303.5/1.7877 (fax)
Ctntach Paul f.e{ogg
EAGLE RlvER WATER & SANIrANON
DI5TRICTI
970.+75.7,t80 (tel)
970.475.$89 (fax)
Contacn Fred Haslee
ATST BROADSAND
970.9q9,1224 x 112 (tel)
970.949.9133 (fax)
Csntach Floyd Salazar
4 -3a:. OL
*Please prwide E site plan, fioor flan, and ehvations when obtaining approvsl from the Eagle Rtver W?ter
& Sanltataon DbtriA. Fire flow needs must be addressed.
ItoTEg:
1. If tie uility verifrcatioo fotrn has signatweg from e8dl of tie utiility compafiies, and no cpmmenE
ar€ made directly on tfre form, tie Tryrn will p|lfurflc thar $er€ are no prcblems aM the
dsreloprfient can pncccrd.
Z. If a utility co$p.ny hes concerns wit|| the prepqsed cqn*rrctiofl, dre utitiry represenhatiw shall
note di€(tly on the uf,ltty veflfletbn form th|t ttre€,is a prcUem whidr needs to be resolved.
The issue should then be detall€d ln an attached Lltr to the Town df Vail. Howerer. pleE€ kecp
in mind mat t as ttc rcspotEibility of the r,rdlity @mpany an(t the appllEant to rcsotlre Hentined
Poblems.
3. These verificatbns do not religre Sre cofitrador of th€ responsibility to obtaln a Publk Wey Permlt
f[u|i ttre Dega&rient of Public Wqks at the fovrn of Vail- Wlkv l@
Cbqhc in any gubllc dghtd-vrdy er €Fsemeht wi$rin the Town of Vaii. A buildinq peqtt $Ip&
. Plbllcway permitailt mustbe obtaisd-seqllagek
Page 8 of lzl0llL0l0?
I{AY-Ol -02 14. ! 3
Ittis fDm Lrto r€rify servira,3il.b-ilcyand bcathfrrnew€o(*ucuon aod *odd be rrsd in
agtduncooo nriltt prepadrng Vorr di[V ptil and #rtrg ir*dhbrrs The bcafin antl a€il-f*y of
dsftfF. u,tr€ftertlty arc reh trud< lires or popoed lh€+ mu*.be aFudd ard yedfied bt Ute
fufoiling udties fu tir amrnpaflIng sile glin,
eu@cxsiq$*lnB Oiilc
PAGE
.)\.-\\ \sl[!*- E-\-ara
IO'9?O4?Erl o€19I
)
t/l
qltEsr
970.3&4.0238(d)
970J8+.0257 (fdo
Corffi: Jasnsbarp
R'8IIC SEK\'ICE HTGH PRESSURE GAS
9n.{68.2528 (eel)
Corffi Brue tlill€r
ltoLY cRoss EtEcIRlc rssoc
970.9€.5StZ(Gr)
to.9iB.r566(tu)Cmffi TedHrdry
ErcEt EilERIGT
3r3s71.7518(d)
303-57r.7877 (rdr)
Sr*act hul lclogg
EAGI.E RIVER WA'TEN, & SflY5rATIgilIotsrilcr.
e70.47b,7{80 {td}
StO-.17t{o89 (t":.)
Cooffi FedHad€e
AT&TBR(NOBAIW
970.919.1224 x 112 (td)
e70.9t9.9138 (fddftrffi nq/dsaEar
rPbe prorUe a s'tte flan, tbor dan, end d:rdinE rhm oHa&hO apgoral i<rn ttc Edh Rir€r l^laEr
& Sailathn Dieuicl fte f,os rd mt$ E dltsee4
It|orE*
f . tr ttp rnil*y wrtnqmbn tbdn tres slgn*ras ftofl cgdr d it€ r,btty @dtFniEs, dr(l rio cofime'tts
are made diredy cr fte ftrm, the Torur ufll Fegnr dtat $cre rre no Foblcfi$ ilrd fte
(brebgtrentcan pnd.
Z lf a rfitrty cdnpany lx corsms urift tn fiopo*d strrudo|} $e dfiv repcslr|taril'€ sfiail
oob drl.tv on thc .liLty l,t'indba bm &il tfso.b o Fotlem uftktt neEB b b msheG
The ts$ue stnrld lt*n be deBaled h ar ffiicd'letEr b llc Town of Vait Hurqrcr, ptsa$ k*
In mird BrEt ft b Utc ttspord;Iv of UE dilfy etdrrDanr and BR applicartt b r€soltrc i|@
Fdle.ns
3. lfrese wrmca*xrs Oo ru, refcve the onbac$r d the rtsFnsibility b a&in a h$lic'itv"y Permk
tisn t'!e Oeparmern of Puuic Wofis 4 UE Tffii ot Wit l^f,iftr_bfi.ims rnuc bgl|hin€d bcfire
tloEtttg an eny 9|6ft riJtn of{sy or esrrent w&fih ttre Torvn of Vdl. 4 bpftling gc'fit b ItEt e
PgDtc way pe<mf qtd rorF bc qbF irEal reoa||akv.
hoe8of 12/ovm/@
4- ZS-AZ i 2:2OtrM;OWEST ENG,
f},
__ :. ..rr.i'3- j. ,
, ' rirrunr lacAfiofl vERrFrcATroN "\
\*
This torm is to verifo servic;milffry-ffi fo""uon Ai n* aonstrucrion and should be used ln
canjun*ion wlth preparhg your uUltty plan and sdreduting lndalla$ons" The locatrm and.availabtlity of
udlldes, whether they are rnain trunk llrres or proposod nnes, must be ap,pfllved and redfled by the'
folbrying utiltties for the accompanying site plan.
Authprhcd Sionaturs Dq!?
QWEsT
90.384.0238 (teD
970,384.0257 (hx)
Contact Jason Sharp
PUzuC SERVTCE HIGH PRESSURE gA5
9itr,468,25J8 (t€l)
Conbst Bruce Miller
oq-21-eL
rtoLY cRoss ELECTRIC ASSOC.
970,949.5892 (teD
970,e49.4s66 (fax)
Contad: Ted Husky
D(CEL €NER6"T
303.571.7518 (tel)
303.571.7877 (fax)
Contadl Paul Kellogg
EAGE RIVER WATER & SANITANON
DISTRICT{.
970.476.7{80 (tel)
970'476.4089 (bx)
Cantact:. Frcd thslee
AT&T BROADBAND
970.949.1224 )i 112 (tel)
970.949.91311 (fax)
Canbct Floyd Sahzar
*Pbase poMde a slte plao/ floon plan. and elevati:rs when obtainirg approval tlom the Edgle River Water
& Sanltetion Dlstrlct. Flr€ llow needs must be add|gsed.
ilOTES:
1. If $e utility ve{iflcadon form has sbmAJrcE thorn €ac}r of ttre, utflity mmpanieq and no comn€nts
are msde dlrecdy on $e fiorm, the Toryn wlll presunre t|at ftere arc no prabtems and the
dg/elopment can proceed.
2. lf a utility company has concerns wi'th the propos€d onstiuctlon the utility representauye shall
rote dlrecfly on the utility verification form that therc'is a problem wtrkh needs b be resobed. .
The issue should tlren be detailed ln an attached letter to the Town of Vail. Ho,vever, please keep
in mlnd that it is the rsponsibitity of the utility company and the applicant to resolve irlentified
orobl€ms.
3, These verlllcatlons do not relleve fte contractor of the responsiUhty to obtain a Publh WayrPermh
frorn the Department of Public Wod€ at the Tor'rrn of Vatl, tsili* lQfatlons must be obtained before
dlSSlnS in any public right'of-way or ease+nent vytthin the Town of Yall, L building oermit is noJ a
P,ubl'rc Wav.permlt end must be obtaincd seqaErkU.
Pdge 8 of IAOLI]o/oz
a.:ff#r?ffi5ff ' Bffi pn6ilcl^s= csgs 2,,7 w N0.493 p.ud.3
UfIUTY tOGTTIOil I'SRIFICATIOil \\_-* .-
Thie Fonn ls to vedry 5eryice$v-i65iii66; I*.tb"J* n* *rtUrrti"n ryrd shoutd be usd In
€siliunction witt Frpadng V"]ri,,riiny pgn inJ-xtrgduffng insdltdofu. The locauon anq availaHlitv of
utilities, whether $ey are main Wnffi'net or Proposed lities, must be rpproved and verifcd by UE
tulltrfing ffi1ftie3 br the acconrpanylng site Pl€n.
. Authogilcd giogf||tt gSf
QwESf
970J8{.023E (tel)
970,384.0257 (fax)
Connct: laron ShsrP
PUBUC 5FRVICE IIIGH PRE55UFE GAS
e70.468.25e8 ftel)
Contad: Brucc l"lilkr
HoLY CROSS ELEqr$c A55oc.
970.94e.s88{l (tel)
970.949.4566 (fax)
conEtcti Ted Husky
g(CEL ENERCY
303.Sr1,7518 (trl)
303.571,7877 (fsx)
conbct: Paul lGllogg
EAGE RryER WA]ER & SAI'IITATION
blsTRIEl*
970.476.7480 (td)
970.476.4089 (hx)
Conta4 Frcd Hagec
AT&T BROADAAND
tl0,*9.1221x 1r2 (tel)
970.9€.9138 (fax)
C.Ertach FbYd Salaar
1{orEti:
1. If ttre utllity vcrlFcttion lbrm has $gnatufes from eaclr of tlrc rrtility conpanies, and no comments
are m8de dfrBcfly on the forri, tlre Town wlll Pttsume that therc afle no pftrbhms and the
dgralotrnlnt cln PrDaced.
2. If a uEllty cornpany ha5 @ncems with tta popooed c9h$rudbn, the utiltty rcpresentawe shdl
note dtrccgy on th€ rltiifti;#tiiirJmn:furli rtt"r* t a *uem "tlg ?5q b be resolved' '
Ttle tssue should then be deihd In an att*hcd rettei o tfri fo'm of vait' Holrst€r' Please keep
-in mtnd that tt Ir th. ;po-nrt5tity oi fie udlity compsr,y and the aPPlicgnt E'r$ohre identifcd
poblerns.
3. Thqe rcrlflcadons do not reliCre tlp corrtseCor of tfre respotGDtliLy h ebtth I Public Wry ttrmlt
frarh thc Oeprrrncnt of n,;6it w"rG A lhe Town of vall.,Ulliuibaetions must b€ oleilned !g
E.,6,rtng in ;rW nrUr. tignt*t-*"V. or c"'cryrgnt wlthh t1rr Tqm ef vdl. A-bgld!4-cggt-!5-oc!-g
e,Jbric Wqy FE mh and muit belEhi$Lji3DilIllgy.
Page 8 of l?'loVL0loz
y -Zf!?r -
+please prwlde a site Dhn, flmr plan, and ;le\ations when omqining aPproval from $e Eagle Riler Waler
& SEni(ati$ Disrid. fia flow neetls mu* be addtessed'
75 Soath Fro*agc Rud
Vail, Cobrado 81657
9ru#92138/479-2139
FAXy7T479-2152
Depnment qf Comnunity Daelopme*
May26, 1999
RayE Story
3230 lGtsos Ramb Road
Vail,Colora& El65E
Rc: Sctrpio Coulominium Site lmgovearents
Dear Ray,
On weercsday, May,lgth thc Town of Vail Design Review Boud consirlereil your poglrial for variurs sire
improrrernenrs at the Scorpio Condominiurns.
Upon rcview of lhe poposed impovetnens, ilre Design Review Board idenfifierl two items rhat musl bc arklres*d
with the pqnsal. Firs, please explore additional ways of restricting ac€e*s arounrl thc south cnd of rhc garc bcsidcs
a chain. Sccond, rhe dury)stcr m the wcst side of the propeny must be encloscd. Ple'asc rcvisr: thc plans to illu$ratg
a four.sidsl and nxrferl rlurnlxter cnclosurc.
Once a rcvis:d set of plans adrbessing tr above-described issucs havc h:cn submittetl to thc C.ommunity
hvelopment Deparrnent, I will $taffapprove )our rcqucs{. Should you have any qucstkrnr or cunccmr, plcasc d<r
no hcsitatc lo call. You can reach me by elephone at 479-2145.
Sincerely,
r;?,,2-,
Gcorgs Ruther, AICP
Senior Plana:r
Town of Vail
&*n"o.*rrro
at
Gotvttvt u ttry DeveLopMENT Roultto Fonur
Routed To:Leonard Sandoval, PW
Date Routed:07t03102
Routed By:BillGibson
Date Due:07t10t02
Description of work:REVISIONS
Address:131 West Meadow
Legal:Lot:D-1 Block:Subdivision:Resub. Lot D, VailVillage 2nd
Filing
Fire Department lssues. Need additional review bv Fire
Status:
Comments: D /.. /,.-fi-ur./zzlfl2
sri - tzff
Status:
I Approved
ot
Conttuumw DEVELopMENT Rounnc Fonur
@ Approved with conditions I Denied
Routed To:Mike Vaughn, FIRE
Date Routed:06/06/02
Routed By:BillGibson
Date Due:06t12t02
Description of work:Entrance gate and dumpster enclosure
Address:131 West Meadow
Legal:Lot:D-1 Block:Subdivision:Resub. Lot D, VailVillage 2nd
Filins
Comments:Date Reviewed:
rtment lssues. Need additional review bv Fire
From:
To:
Date:
Subject:
Lynne Campbell
Bill Gibson
712U0212:43PM
Scorpio Bldg.
John Gulick called and said he is fine with the revisions and to go ahead and release the permit.
John Gulick
CCIPYT ILE
Depaftment of Commwity Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
wwvt ci.vail.co.us
June 14.2002
RG Jacobs
2000 Spring Creek Road
Gypsum, CO 81637
RE: Scorpio Condominiums - 13 I W. Meadow Drive/Lot D-1, Resub. Lot D, Vail Village 2"d Filing
DearRG,
The Town of Vail has recently reviewed the Design Review application for the proposed new trash
enclosute, entrance gate, and additionai site improvements at the Scorpio Condominiums. The following
is a summary of the comments from that review:
Plannine
I . Submit specifications and photos of the proposed gate separating the southem parking spaces.
Public Works
1. The entry way from W. Meadow Drive to the proposed gate must be show on the site plan.
Show any existing and purposeed changes. Public Works biggest area ofconcem is near the
location where the parking lot area is being moved west four feet.2. Parking spaces existing are between 8'to 8'6'wide by 15 long. Per Town of Vail standards,
they must be 9'x 19 - adjust and correct on site plan.
3. Who do the west parking spaces out side of the gate belong to? Scorpio or Alphorn ?Does
Scorpio or the owners of the 3 parking spaces have enough parking spaces or are these 3
required? One of these parking spaces may need to be eliminated to allow fire department
access.
4. Are any ADA parking spaces required or available?
Fire Department
1. Move the gate pedestals east two feet.
2. Provide manufacturer specifications sheet on the gate mechanism.
3. Eight foot parking space should say "mini car only''4. Is the key pad and concrete post being removed - not identified on plans.
Please submit revised plans and the additional information noted above. If you have any questions or
comments, please feel free to contact me directly at (970) 4'19-2173.
Sincerely, \ -
Bill Gibson, AICP
Planner I
Town of Vail
{g *"no"o rn"o
I
i
\"
,./a r '.
Itiri
r I :l--r-{L
,.. {
--l *a
-----.<\
ii, \t
-*-+ l i
'l,"lfr\f'=i-
I,-l
r a t\' t'L5.l. ia-.-lJaE: +iE ' -5.E
-::_-:
irrt
tts4
f'
]
v1
{-
E$g
3a*6€d
&.
{I
*t
\l
-;,,r
^t
Fr
3
s
ui+
EF
=FSF)G-
aotJ,"l-:l.t.l
3c)s
ietus
Lr
:10
.a\
.r f'. \.'
- . r,j: :-; .,
rli i.)
a<vda1A2 rtvn
Adneo4?ila ?raLgJHn&
Dr--l lffiln* adAO?3
SHeOHdSINIUdwzrludu
+rl
-Fltltsl-+ -l
_T
I
I
{l;l
ft
ititr-l
I
I
I
I
o t
Y
lt
sS'
!r
@$
\9
7-
{
l( ri
at ot
{{.
$-
ll,
=ll5il
fril
5ll
otur2\i:
5q
fi*
&.x
&f;
a,$l
e
:E'
E
Y3
iF{
6B
I
F-y()Z
$K
\9z
pJ
tS
ay
7A-- ktoteog\) F;(/) si
z{t{tz I I udu
Qqvdolo?'-llv^.
tU nTo17l.q UgJSdHn(
?N I 41nA olddo)S
.E SINIHd SSSHEOHd
o
o
Z
<.Js-
il *ll+
Etl
iull
=ll
$il
't
----l
I
Ei
a;fl
a1
6-sl
r'i
___ i),
o
I
L**i!+
lUau.t bt' a].1c, cilHr----a
Nehl +'4lo
4!l'g
-$1s -€NN
il!'L
| -'t-.ts' ' , r
Wt4a'
Id-dE-+
+i
=l
._-i- - t. )lt^r, ,.' I'rr'.'..,-: -
/,* {tr', J u.:t';ir c'r-f la-rr:ir.(- -
'- rl,1 ii f r,:'..i o.x i ,,+ i.. : 1jr,"r.:
. '^,r ',i -l', r. ! "' i r ,,.i'1 r, (.. i-'11p 1
* Y?1tz]6'5
f?
i<,'J .6'
.- YItl'lte+
b_, tt
^'1
d rt ".1
.rlountarn Caret
:,,
R. G. Jacobs
2OOO 9pnng Creelt Road
Gypsum, CO 8'1637
$a.'1i,"'?. yt /, P11;''
Phoae and Fax: P70)52+7629
C ellula | : (97 0)39+6399
.': ,-.1 '
ffit"-6zso
ScorpoC6ndd5
TOWN OFVAIL
Department of Community Develop ment
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX e70-4W(&28,2000
Ace Roofing
Ann: Gloria
P.O. Box 276
Glenwood Spdngs, Co. 81601
Dear Gloria
On cenior buitding inspector adviee.d me to go ahead ard final these permits out and refund your clearup
deposit without a final inspection. due to the age of the permits. However, please bc aware that thc permits
will reflect that a find inspection was uot done. should arryone question lhe fact. If at somerime in thc
spring you would like 1o rcquest tlat final inspections be done on cach of tlresc permitC please call our
inspection line at 9?0-479-2135. If you have any queslions, plcasc call mc at 9'7M79-2325
Thankyott,
4(o*nqlcauen
Kathy rJfarrcn
Permit Review Coordirutor
{g o"n""ror rr*
Departwent of Canununiry Development
75 South Fronuge Road
VaiL Colarado 81657
e7&479-213V479-2139
FAX97A-479-2452
December l,2000
AceRoofing
P.O. Box 276
'Glenwood Sptiltgsb Co. 81601
Attn: Ace Roofing;
orr records indicate that building permits #896-0234. 896-0235, 896-0250, 897-0278'
and 898-0214 issued to Ace noJn'ng, do not show final inspections. There is e total of
$S00.00 in clean-up fees that can be-iefunded to you upon final inspections' Please catl
our inspection line at 479-2135 to schedule final inspection as,sooo as possible, All fees
will be considered forfeited 30 days from the date ofthis notification ifinspections have
not been performed. lf you have iny questions, please call me ar 479'2325'
Thank you,
4(0fi,"$DoERurl
Kathy Warren
Permit Review Coordinator
B?t"-oZit4- Ro6s'qmsr- W\ grtqaszeee tD"
g?to, &'J5 ' Olr.rro* 2*o r'{A|\t|6 €rrre* f..lst '
W. OzSo'ft&ao@56'5,- 1n1 W' MEEtlt$'DB"
9q'1- OL18.- (rcren- Solo Eodtil,- c?'*'W"
W-oat4 - fuinus - ?ffi A€ceAD?.'
{,gu**uo
75 South Frontage Road
Vail, Colorado 81657
970-479-2 I 3 8/479_2 I 3 s
FAX 970-479-2452
Departmeft of Commun,iry Deve lopment
Building Softtl
& Inspection
Sswices Division
TO:
FAX NUMBER:
PHONE NUMBER:
F'ROM:
q7_A:A4Ii:le4l4
_9fo:_945:5-:Uere_
Kathy Warren. Pernrit Review Coordinaror
Tor.vn of Vail
Cornrnun ity Development Deparlrnent
Building Safbty & lrrspection Services Division
75 South Frontagc Road
Vail. Colorado 81657
Plrone 970.479,2125. direcr linc
F AX 970.47e.2452
E-tnai | : kwalren@ci.vai l.co.us
10pA oDTfrA,hrs ruc*_Suuoruq pa"uT3. u$rnenrumr{
tt€ Tb d.P LtilESt Sr{ilrr/FAr.l tl AcrpuUr,lifrorlrcye Hq
hfE!$UEe W.hP,Hs UP_,_TE_qpD_rAArrE_g-ESotS prEFsg
$
nate: l%l/oo
No. Of PagesFAX G(D\yEFT SHEET
CoMPANY NAME: __eE{SrUCe_
COMMENTS, NOTE,S:
REC'TLEI' PN'ER
-/-.--\.i4{"}. ) CONSTRUCTION PERMITFVrl
-
nn\ffi/ [,,,,o,
department of community development
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
EF eutorlc
D ElrctntcRlN MEGHANICAL
PLUMBING
FOUNDATION
NorE - copy oF pERMrr ro BE KEpr oN JoBsrrE pLANs rN s,,or tl
DATE ___tE€j-E APR 2I , 1992 0054i 1
r!x
I' TYPE OF CONSTRUCTION I l rV V
2. OCCUPANCY GROUP AB EH IR M
DIVfSfON 122a34
GENERAL DESCRIPTION OF WORK :
REPAINT BUILDING AND REPLACE STDTNG
PERMIT NO. - -
z.
F-
J
BUITOING 60,000
ELECTRICAL
PLUMBING
ON EXTERIOR RAILING.MECHANICAL
TYPE GROUP G.B.F.A. VALUATION PERMIT FEES
V lHR R-1 0 60,000 BUILOING PERMIT 540
\($D:- ,+- \,\\t\\q-
$
', r
_'1ek)
.3tr
ctr-<c
u\\
PLAN CHECK 351
ELECTRICAL
NEW ALTERATION ()O{ ADDITIONAL() REPAIRO PLUMBING
DWELLING UNITS
-
ACCOMMODATION UNITS
-HEIGHT IN FT.
-
NO. FIREPLACES
MECHANICAL
RECREATION FEE
THICKNESS B-VALLUE
ADOITIONAL PERMITS NEEDED:
INITIAL
ST CUT x
BLASTING v
PARKING x
DEMO
INSULATION;
FLOOB
EXT. WALLS
ROOF
ELEC,
DESIGN REVIEW EOARD i00
CLEAN.UP DEPOSIT 250
USE TAX
TOTAL PERMIT FEES $ 1,241
DAN STANEK APR 28, 1992
Irr-orHc orrrcnL -DAIE -JILL KMMERER APR. 28, 1992
INING ADMINISTRATOR OATE
)NING & BUILDING NOTES: -ATERIALS AND COLORS TO MATCH DRB
PPROVED COLORS AND MATER]ALS (ATTACHED).
I hereby acknowledge that I have read this application, filled out in tull the information required,
completed an accurate plol plan, and state that all the information provided as required is correcl. I
agrse lo comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other thereto.
UP T0: NEDBO CONST.
POB 0X 3419
VAIL, C0 81658
CLEAN
CONTRACTOR FOR HIMSELF
LOT 17
FILING
JOB NAME: SCORPIO REMODEL
NAME scoRPIo coNDo Assoc.
I21 W MEADOW DR.
MAIL ADDRESSvArL 476-CITY PH.
FIRM FRITZLEN, PIERCE,
MATLADDRE*. Box 57
PH476-6342
GENERAL
CONTRACTOR TOWN OFVAIL REG. NO. 25I-B
476-4305
LECTRICAL
TOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO.PLUMBING
CONTRACTOR
MECHANICA
TOWN OF VAIL REG. NO.
OTHER
CONTRACT
TOWN OF VAIL REG. NO,
TELE.
\,(-: -CONSTRUCTION PERMIT oere ?-2O-?affi'D ApR z 1 lgp ,<4//
PERMTT HO. J /'/ .
departrnent of community dcvalopmont
TO BE FILLED OUT@MPLETELY PBIOF TO TSSUANCE OFPERMIT
TYPE OF PERMIT
D pluuatNc
D rouHoerpHtr
&u
D
EUILDING
ELECTRICAL
MECHANICAL
ALTERATIOT{ AODITIONAL ( } REPAIR(
INSULATION:
BLASTIMi
PARKING
THICKN€SS R.VAI.LUE
LOI / ,/ BL
r. TYPE OF COI{STRUCTIOI{
Z.OCCUPANCYGROUP ^BEHt}n
| 22.34
TYPE GROUP G.F.F.A. VAI.UATIOTI
\
x
x
X
"tl* l)A -'-- u*"n.
ARCHITECT
1r?- zo=4
,, ufr;fJ", pred Rrwep
*r^,,--o*.o Box 5 7--------j-rT -,aw UAt I L0 eu.17FUys
GENERAL
CONTRACTOR
"*" l,)edb" C",*,t 9^.
rown oF vArL REc. No. )sf €,.,Jzt - 43cS
ELECTRICAL
CONTRACTOR
FIFM
TOWN OF VAII. REG. NO,
PLUMBING
CONTRACTOR
FIRM
TOV/f.l oF vAtL REG.NO
TFLE
MECHANICAT
CONTRACTOR
TOWN OF VAIL REG. NO,
OTHEJE
CONTRACT
FIRM
ro! 4! !E! !l REG. NO.
TELE.
EXT. WATLS
ADDITIONAL PERMITS NEEOEO:
I hereby acknowledge that I have read this 8pplacation;lilled out in full lhe inlormation required.
compleied an accurate plot ptan. and state that all th€ into.mation provided as requirsd as cor.ect. I
agreb to comply with the iniormation and plot plan, to cornply with allTown ordinances and state
lJws, and to buitO this structure according lo lhe T_own's zoning and subitivision codes. design
review approved, Uniform Building CoCe and otnyflrd'ganff il |npTgfn applicable thereto.
v|1l' stcuerunefrfwuea oR\coNTRAcroR FoR HlMsctF
AND THESYVNER.
H
with the design giuidelines. The DRB does not vote on
conceptuaL reviewE. The property owner or hls
representatlve shall be present at the DRB hearing.
I
a
iiAllE OF PROJECT:
LIST OF Ii{ATERIALS
Scorpio Condooiniuns
1-I]GAL DESCRIPTION: LOT BI6CK SUBD]VISION
:l1'REET ADDRESS: 131 WesE lleadow Dr.' Vail, C0
,ESCRIpTION OF pROJECT: Facade Improverrencs to Scor!io Condominiums
'I'ne following infornation is
:ieview Board before a final
BUII,DING MATERIAI^9:
Roof
Siding
Other WaLI Materials
Fascia
Soffits
Windows
Window Trirn
Doors
Door Trirn
Hand or Deck Rails
Flues
Flashings
Chinneys
Trash Enclosures
Greenhouses
other
I,ANDSCAPTNG: NAME Of
required for subnitta] to the Design
approval can be given:
TYPE OF }.IATERIAL COLOR
no change n/a.
no change a-t.ro7
Stucco B-1 Benjamin t"loore 1i992
metal frame to be covered bv ceda-r,-board s
no change P- I Benj arnin l"loore lt 1652
no change S-l Benjamln Moore /i 983
no chanee no change -
no change P- I Benj arnin }foore ll 1652
no change P-l Benjamin Moore ll 1652
no change ?-1 Benjamin Moore lt 1652
I x 12 Cedar T-1 Cabot Stain: semi-solid
n/a
no change P-l Benjamin Moore li 1652
no change stone Eo remai-n
no r-hnngo qemp ac ci.ling
n/a
Rail lng Cap P-l Benj arnin Moore ll L652
Inslde Parking Garage Benjamin Moore # 983
i/a
ll0l74 or
Itor44
Designer:
Phone:
PI,ANT MATERIALS:
PROPOSED TRXES
Botanical Nane gornrnon Narne Ouantitv Size*
no change to existlng landscaPing
3.
no trees to be distrubed or removed
-S\\
PERMIT NUMBER OF PROJECT
oor, \\* \\\ JoB NAME
a
INSPECTION REQUEST
TOWN OF VAIL t
READY FOR
LOCATION:
INSPECTION:MON TUES WED
CALLER
BUILDING:
tr FOOTINGS
tr FOUNDATI
N FRAMING
/ STEEL
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
,_ ROOF & SHEEB
" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
O SHEETROCK NAIL
EoD. t\ \1 -\ .
Vdrruer- \\i'.\t\ tr F,NAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
O ROUGH O EXHAUST HOODS i
tr CONDUIT
tr
tr SUPPLY AIR
n
tr FINAL tr FINALtOVEDtr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
oor, /a /.r#z rNSPEcroR
nffis,*
EONSTRUCTION PERMIT
departmont of community danelopment
TO BE FILLED OUT COMPLETELY PRIOF TO ISSUANCE OF PERMIT
WPE OF PERMIT
EFeurtgnrc D pluuetHc
n elecrnrcll n FoUNDATToNn urcnRrutcn E Fire alarm
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
e11g R/] /R5 002184
PERMIT NO.
I. TYPE OF CONSTRUCTION I II III IV V
2. OCCUPANCY GROUP AB E H I RM
DlvtstoN
GENERAL DESCRIPTION OF WORK :
f i re a'l arm
122a34
ryPE GROUP G,R.F.A. VALUATION
t'l tA
rb@
^t\ri / in
ALTERATION ADDITIONAL( } REPAIR(
ACCOMMODATION UNITS
-
NO. FIFEPLACES
EXT, WALLS
T
ADDITIONAL PERMITS
PABKING
DEMO
Fire alarm
TOTAL PERMIT FEES
_ laltergon /?-A_ _ UU/_85_ _ji-r-6i-ndoFrcniT 4t- - - -'- -DAtiE
ING AOMINISTRATOR DATE
t hereby acknowledge that I have read this application, filled out in full the informalion required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building code and othet
(rmwapplicable
thereto.
FtLtNG scoRpro coNnos
JoBNAME: SC0RPI0 FIRE ALARM
TOWN OF VAIL REG. NO.
GENERAL
CONTRACTOR
TOWN OF VAIL BEG. NO.
PLUMBING
CONTRACTOR
TOWN OF VAIL REG. NO.
F|RM SCI
TOWN OF VAIL REG. NO.
TELE.
OTHER
CONTRACT
II ii
TIIE FOLLOI'IING IS I{EEDED FOR FILiiis PERI'i
i Tetiei from Condo Assoc(if applicable
2 sets of complete drawings( if no
/ \ t./ C\ \ -{-Ltjor[ 5]ree. I
dcpartment of community dovolopmont
/8ff {f 'Ft r}rffi :};5g|i"'tXE I" lif Hft ! "E R E ! 1 " "
z
F
f
Uiawings two complete explanation of
rglJ:r-_-__-...
PERLIIT FEES
BUILOING PERMIT
plah cspcx
ELECTRICAL
PLUUBING
MECHANICAL
RECREATION FEE
DESIGN R€VIEW BOARO
CLEAN.UP OEPOSIT
USE TAX
TOTAL PERMIT FEES
IIUITDINC OFFICIAL OATE
n
D
w
D
Dn
BUILDING
ELECTRICAL
hI€CHANICAL
PLUMBING
FOUNDATION
Frtt< .AL*Q'r't'-..
a
X
X
{
:ONIN6 ADMINISTRATOR
I hereby acknowledgo lhat I have read this application, filled out In lull the lnformation required,
DAIE
TOWN OF VAIL FEG. NO.
T
OTHER
CONTRACTT')R
rowru o, uo,. nEc. *o. S -l 7'-f
rELE. q76 ^?ia4
zoNrNG & EUrLDllG n,Or*"t w'\( 4l'4'l /.,, /<, /'/ /J,e,t ( -?
fit 6.q a*t f "-t AJ , "lc,'- l6i7
completed an accurale plot plan, and slate tha t all the inf orrnation providc as rcquired is correcl. I
ll ordinances and sla teagree Io comply wilh ths Inlormation and plot plan, to comply wilh all
laws, and lo build this structure accor<iing to the Tow subdivisipn codes. dr'sign
review approved, Uniform Building Code and other or Town iDdicable lltere lo.
XXXXXXXXXXXXX
E8 OR CONTRACTOR FOB HIMSETF
\-
f-r Re ;4.^o,^*- -Porta
Xu o^ ?o^
A u n, u si tr-rt:&
5,;rlu - Sro,o* 0",^l,pAt7a^r ..=S*o*,, $r.* ,4ro-
p.,+a*^-J-L...t
A.na,.- fL." , du^l ?aoj t-<-raa
Fi*nJ
I\A*N u-a I A.**.- 5'to-o"
I at\..P c.-{zhTuae
0 //-n, -D,+-{o^ @Z--f ?,. )
S*o,.. )- J.ec-to rt
/4/L flPt'
,60"r* r z''zl "x
1"*l- n''o'a &4
4 oa.l 3, g: FJ
zz-Z'z7zz>7"
y'4.* /4//'4 s '{nZ
7-L-
z-& -
z'3 '
z4-
z{'
76'
Q neooe
/t F oo,-
.
24 F'oon
3 d F'*^
ft F.ooo
5T F.ro,.€LEUe'ivtz_
27. a.a5-
,lo
il tl
!./'*''
oP
tQ\rY
rQr
ls,
tl
10,lo
lF
I
o
Il\-
I ,,-
t\
l-c
I
o
D
fr
t"l
d
i
i
ul
. (r i(-s.ot,p-h - Fl
Irt\-l
f -- {\;, (
J- il- a,too
lv
(A
_{)
Floob
XJl
1
Ir
l
--ll
N
rLo-
R0oDr
v
$
t.
l
i
(^
\L
t\o
F
I-JIt
IA
q
.o
IJ.
{r
Y--
\|s,-?
]t
tnc
.g
t\
\
C^
ri
Iood
\-l
+)t
ta
/*/
.V
i.)
PERMIT NUMB PROJECT
INSPECTION REQUE$T
TOWN OF VAIL
,or, / 0
INSPECTION:
JOB NAME
MON PM
CALLER
TUES WED THUR FRI ----6e'READY FOR
LOCATION:
tr FOUNDATION / STEEr-
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION D POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
ELEGTRICAL:
B TEMP. POhTER
MECHANICAL:
tr HEATING
RoUGT .
coNDr-lrT
tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
CONSTRUCTION PERMIT
NOTE
DATE
_ COPY OF PERMIT TO
8/22/84
BE KEPT ON JOBSITE
00183rr' hn fuilllz
aAp.rtr""t of comrurnify f evelopment
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
E
$
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION
!n
D
on elx-ll9_9
FtLtNG Vai I--Vi f!Sgc-znd--
JoB NAME: SCORpIO
NAME5COTpIO UOn
ulrmonEss P.0. Box 2443
crrv Vail 827pn.5fi2 !,
ARCHITECT p1pi, Intratect
MATLADDREss Box 57
crw Vail 827ea. 57
nn, Shields Construction Cor
rowl or vnt nee. ruo. 'l l5A
GENERAL
CONTRACTO
F'RM out for
TOWN OF VAIL REG. NO.ELECTRICAL
CONTRACTOR
TOWN OF VAIL BEG. NO.PLUMBING
CONTRACTOR
TOWN OF VAIL FEG. NO.
TOWN OF VAIL REG. NO.
rELE.
T.TYPE OFCONSTRUCflON I ll lll lV U,/
2. OCCUPANCY GROUP ABEH IRM
-'\t.(
DtVtStON4 I rz2as4
GENERAL DESCRIPTI0N OF-WORK :...-:-.----concrete sldewa I K, qql!!_3_!d
PERMIT NO v r, -.' \J \., '
z
E
BUILDII{G 1 5 ,600
ELECTRICAL 600
PLUMBING
MECHANICAL+nrffia rrr+ao
TYPE GROUP G.R.F.A. VALUATION PERMIT FEES
V NA 1 5 .600 BUILDING PERMIT I 16.50
_*
is)\ C\
*{
SS
PLAN CHECK 75.72
ELECTRICAL 35.00
NEw( ) ALTERATToN(^) ADDTfloNAL ( ) REPATR(PLUMBING
DWELLTNG UNITS
-
ACCOMMODATION UNITS
-
MECHANICAL
HEIGHT IN FT.
-
ruo. rrnfl,lces RECREATION FEE
OESIGN REVIEW BOARO
'10.00
"oo" ! l,S
I
CLEAN-UP OEPOSIT 100.00
USE TAX 150.00
TOTAL PERMIT FEES 487.22
^ "q,,iy"#H.rs'ts4r-
9/ L2 / 8 4 6 orE
_ _Iiomqs] _Lrqun 8/|118]:,"::*"i-^Rffi"ttt r*INTNG ADMINISTRATOR DATE
".*',* ^5fiN "\ lll )NING & BUILOING NOTES:ffiq
I hereby acknowledge that I have read this application, filled out in tull the information required,
completed an accurate plot plan, and state that atl the inlormalion provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Tgvgn's zoning and subdivisio_q codes, desig
review approved, Uniform Building Code and othel/rfinanc€s ol thg.lpwn apgfseb]4therclo.
Clean-up to:
Shields Construction Corp
AND THE OWNER.
CONTRACTOR FOR HIMSELF
bJorK S)-,eeT-
do[)nrttrront of
TO 8E FILLEO OUTCOMPLET
TYPE OF PER
BUiLDING
ELECTRICALMrc At,ICAl
E
ffi
rnrnrunity llovololrnrorr t
iTELY PRIOS TO ISSUANCE OF PERMIT
MIT
! pluMerNc
D rouruoerroxn
l. TYPE oF coNsrRucnoN tnn wO
2. OCCUr'Af,tcY G OUP n oE tt In M
OfVISION L22ag4
GENERAL OESCRIPTION OF WOIIh :
z
tr
J
.]UILOING 15, 000. 00
600.00ELECTRICAL
PLUMBING nonF
MECHANTCAL none
1!e:=j-.---
TYPE qROUP G.N.F.A. VALUATION PERMIT FEES.-.-1-4-&/a K,Cuu, -'BUILDING PERMIT Jl6 9e
PLAN CHECK 7{, tz
ELECTNTCAL ?5" "NEW( , ALTERATToN (ffi PTUMBING
OWELLING UIIITg
HEIGHTINFT.
ACCOMMOOATION UNITS
-
NO. FIFEPLACES
THICKNESS N.VALLUE
N INITIAL (
INSULATION;
FLOOR
EXT. WALLS
T
ST. CUT
ELASTING
PANKING
OEMO
MECHANICAL
NECRE^TION F€E
DESIGN NEVIEW BOARO *14-so
CLEAN.UP OEPOSIT /o o, -o
USE TAX L9o,'
TOTAL PERMIT FEES + x:1 ^T
ONING & BUILDING NOTES:
ffi,K
L*fi:l"i.,jT::{l:?f'e^:l:ll,ifl:j:*-l,li?,.,-ttll..l,iqn,liiled out in (uil rhe informarion required,
::ilf,ij.:"T"1::l,llL':,1:llll::i,ll,llll il*ii,ri-ri* inro,rnarion provirrco no ,.,i,Tffi i..liJiili
i'"sJ:""':r.:lfl1y,,Ii:':,,1':,:Lr^l:Trr19i ,",9 ptot ptan, io cornpry wirh al rown
",rili|"i'",,"j,Xo'|i,jiJ[;i:;"13"1:l:11,:]:,.*'H:jl';;.:"t::'^ilitl.* tdri ;;il';'#L'.",H,;fiif?".?'"::H'il;review approved, Uniform Buitcting Cooe i""d otnJ,. s^ii;;r;ir;;e the
EOF
AND THE OWN ER.
FOR HIMSELF
LEGAL
ncc.|
LOT PorLion BL
FILING
JO8 NAME:
ARCHITECT
Hnur Socrpio ccndo A""oa._
rurr nnnnEss p.O. Box 2443
clry Vail., OO pu.B27-5732
uerL rooREss Box 57 r
srrvVail, CO ea.B27-5732
GENERAL
CONTRACTOR
LECTRICAL
NTRACTO
F'RM Shields Const. Coro-
rowry or veru nrc. No. 115 A
(303) 476-2868
F'RM Ort for bids
-
TOWN OF VAII FEG. NO.
PLUMBING
CONTRACTOR rowN oF vAtL Rqc. No.
MECHANICAT
CONTRACTOR IOuJN OF VAIL NEG. NO. .
OTHER
CONTRACTO
TOWN OF VAIL REG, NO.
TELE.
rN toN
TOWN OF
t,,1, -
.
REQUEgT
VAIL
DATE JOB NAME
READY FOR
LOCATION:
INSPECTION:
CALLER
MON . /rUEtSj THUR FRI
tr FRAMING
BUILDING:
tr FOOTINGS / STEEL
B FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
-
trGASPtPtNG-
- tr POOL/H.TUB -r-r _
T'l
tr FINAL
MECHANICAL:
tr HEATING
- tr EXHAUST HOODS
tr SUPPLY AIB
-r-l
tr FINAL
rr ROOF & SHEER- PLYWOOD NAILING
tr INSULATION
tr SHEETROCK NAIL
tr
FINAL
iCTRICAL:
TEMP. POWERtr
tr
tr
tr
tr
ROUGH
CONDUIT
FINAL
tr APPROVED
CORRECTIONS:
tr,DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
,* pN,$F,LouEsrTOWN OI
CALLER
rues f weo-THUR
DATE
INSPECTION:
1.
JOB NAME
MONREADY FOR
LOCATION:,:..
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n BOOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
tr tr
tr FINAL tr FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH
-
tr EXHAUST HOODS
CONDUIT E SUPPLY AIR
tr
tr FINAL tr FINAL
, .t rl t ' :
lEI APPROVED,'1.. CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
rN "toTOWN N, $F|-ouE$r
DATE
.READY FOR INSPECTION:
JOB NAME
MON
CALLER
TUES WED eq,trxuR ' rnt I j.:- . AM ;
LOCATION:
FOUNDATION / STEEL
n ROQF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr POOL/H.TUB
tr SHEETROCK
ELECTRIGAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
B SUPPLY AIR
'zdeppnovEo
CORRECTIONS:
DATE INSPECTOR
-s{t*"
Project Application
o^r" &n/ (,,tff2
'a&rryn,,mf .-./3/Project Name:
Project Description:
Contact Person and
Owner, Address and Phone:
'etr7L/r'a)
fadl f/69
Arch*ect, Address and Phone:
,u,^n l/d l////uKB ry F/Le
Comments:
Design Review Board
APPROVAL
o^rc --?z/ / /tr?
it' ;(:;
u6
DISAPPROVAL
nred o4. 4p/-Summary:
E statt Approval
O itrro l,lnn + $ez
APPLICATI0N DATE: March 2. rqqz
DATE 0F OnS YeefiNe: Aprlt I . rqq2
DRB APPLICATION
*****THIS APPLICATION WILL NOT BE ACCEPTED UNTIL ALL INFORMATION IS SUBI{ITTED*****
I. PRE-APPLICATION MEETING:
A pre-appljcation meeting with a p'lanning staff member is strongly suggested to
determine if any additional information is needed. No applicatjon will be accepted
unless it is complete (must include all items required by the zoning administrator).It is the applicant's responsibility to make an appo'i ntment with the staff to find
out about additional submittal requirements. Pleiie note that a C0MPLETE applica- i.
tion will streamline the approval process for your project by decreasing the number ',
of conditions of approval that the DRB may stipulate. ALL conditions of approval must
be resolved before a building permit is issued.
A. PR0JECT DESCRIPTI0N: Facade Improvements ro Scorpio Condominiuurs
B. LOCATION OF PROPOSAL:
AddreSS 131 W."t M."dor Drfu olorado
-Legal Description Lot / , Block- Fil ing W/lt/,aF,=*e
'etgZonins /DfilF
Jacob s ,C. NAME OF APPLICANT:
P.O. Box 1767, Avon, Colorado telephone 949-9t24
APPLICANT'S REPRESENTATIVE: ertr Pierce - Fritzlen, Pierce, Brlner
P.O. Box 57, Vail, Colorado telephone 476-6342
E. NAME 0F 0IINERS; Scorpio Condominium Association
Si gnature
Address
D. NAME OF
Address
Address
F. DRB FEE:
VALUATION
The fee will be paid at the time a building
FEE
telephone ?r'? 7p f
permit is requested.
$ 0-$ 10,000
$10,001 -$ 50,000
$.50,001 - $ 150,000
$150,001 - $ .5o0,ooo
$500,001 - $1,000,000$ Over $1,000,000
$ 10.00
$ 25.00
$ 50.00
$100.00
$200.00
$300 .00
IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB:
1. In addition to meeting submittal requirements, the applicant must stake the site
to indicate property lines and building corners. Trees that wjll be removed
should also be marked. This work must be completed before the DRB visits the
si te.
2. The review process for NEl.| BUILDINGS will normally involve two separate meetings
of the Design Review Board, so plan on at least two meetings for their approval .
3. People who fai l to appear before the Design Review Board at their scheduled
meeting and who have not asked for a postponement will be required to be
republ i shed.
^/
I
ffiT APR T AIW
Aprii 7. tg9z
Ms. Laura Nash
Fritzlen Pierce Briner
P.B. Box 5?
Vai l. CO 81658
Dear Laura,
Scorpio Condominiuns Homeourner6' Association is in the process of
coll€cting a gpeciat Assessment to cover the cost of painting the
bullding. It is the intent of the association to proceed with
this projeet aE Eoon as possiblB'
I hope to have final aPproval of the proposed color scheme by
Honday, Apri I 13, along uith the signed contract.
Thanks for your help on this projeet'
Sincerely,
Cl - /- , ,r.t /,LIt'-ffuftc&t*tP//
Ei I een Forte-J*6obs
Hanager, ScorFio Condominluns
bq'"e2 e{n f+J)X
Gults-=t!
I:Tq
$r
$ti
,r€t:I
'aII
$
\*
rn\r
.Y
R
\l
\J
\*
$/
\
t\t \\'
ts.\I
r$
[\
r$r$fl'l*6r
i iufndr?-I
LI
xs ..1t,il
.5
-'*i i
'.f.i.t'
\I
R
a-g e2)n!<
T,ta
['-l
)dn fttN
Gutts=lrtEI
?
.,t tV.\ :f-lrn..x\\ \l
$.{{$j
</e
B
$
\*
l'Q o221119
\il\-
\
N
R\$
\
\_v
\
N\'
_:.
ar'.\
{
$t
t,
r$$fl
if,tFrl
:i:l-!l-: gesisn sruidelines. rhe DRB does not vore onconceptual reviewg-. Th. property-owner or hisrepresentative shall be present lt tne DRB hearino.
i-.1l"tE OF PROJECT:io Condoniniums
I EGAL DESCRIPTION: I.oT- BI'CK SUBDTVTSTON
:rI-REET ADDRESS. 131 West t{eadow Dr., Vail, C0
TESCRIPTION oF pRoJBgl3 Facade rurprovemenEs to scor io Condominiums
'.1'he following
;teview Board
infonnation isbefore a final reguired for submittal toapproval can be given:
TYPE OF MATERIAL
the Design
COLORBUTLDTNG MATERIAI,S:
Roof
siding
Other Wal1 MateriaLs
Fascia
soffits
Windows
Window Trirn
Doors
Door Trin
Hand or Deck RaiLs
FIues
FJ-ashings
Chimneys
Trash Enclosures
Greenhouses
Other
i2 I.ANDSCAPTNG:Nane of Designer:
Phone:
PI,ANT MATERIAI,S: Botanical Narne
'RO'OSED
TR'ES no change
B-I Benjamin Moore 11992
no change S-l Benjamin Moore /i 9g3
P-l Benj arnin Moore tl 1652
no change P-I Benjaurin Moore ll 1652
no change P-l Benjamin Moore ll 1652
I x 12 Cedar T-l Caboc Stain: serni.-sol id
n/a n/a
no change P-l Benjarnin Moore lt 1652
no change stone !o rema i.n
ll0l7 4 or
#ot44
nal ah.ar-lop Crr'lp ec e i;jFft
n/a
Ralling Cap P-l Benj anin Moore ll 1652
Inside Parking Garage Benj amin Moore /l 983
n/a
Common Name Ouantity Size*
to exlstlng landscap ing
I.]XISTING
P-l Benj aurin Moore ll 1652
TREES IO no trees to be distrubed or removed
*tVg. cy,niff! ,
W.r"- rmil'-. Se4t{;r+7q )* furrcr ?a&,*)q 4?,, to/n
r,. ffi*U%,ro
*< IF/-ct *, r.,_, z !.#^-
" jfrr"mtlry'rqDo'
/f?/ /{
C
Project Application
o^r" 9- ll'8'J
proiect Name: Sc^p$,er Dq),*rkrr-rrP-,. kL'clcz+rrc'* I
Project Description:
Contact Person and Phone
Owner. Address and Phon6:
Architect, Adclr€ss and Phone:
Legal Dgscriptioo: Lot Block Filing Zone
-
Comnlents:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
summary: t!^ r *,,Pr 3+r.rt-i) O^,cdi: f[rr.,p i!) t rnL'r"/
0f,*./l.*1 L ''.t-inc/'rl6J + .CI6AJ ff.
{ a,.u Approval
q\
\
I\i\
{,
do
\9\qt
r$
I$8ri qa
I
I
I
I
I
I
I
o
Proiect Name:
Proiect Oescription:
Contact P€rson and
Prolect Application
n
.(
Owner, Address and Phone:
Architect, Address and Phone:
Legal oescription: Lol Block Filing Zone
Comments:
Design Review Board
Date
Motion by:
Seconded by:
DISAPPROVAL
t
ROST" ROSI, BANNEIT & Gn.IFtrETE
ATTOFNEYS AT LAW
A27 TOPEKA EOULEVAFID
TOPEKA, KANSAS 66612
(s r g) 23,1-56(}4
Jme 7, 1984
Tom Braun
Town of Vail
Box 100Vai1, Colorado
Dear Mr. Braun:
As President of gcorpio Condominium Association I
have received and approve of the proposed site improve-
ments to the Scorpio Building, including installation of
landscaping and parking control gates.
SincereJ-y yours,
omas O.Rostof Scorpio Condominiurn AssociationPresident
TOR:pg
LEE FI. BAFINETT
G. H. GRIFFETH
THEALPHORN
P. O. BOX 3648
VAIL, COIORADO 81658
June 81 1984
Mr. Tom Braun
Planner, Tovn of Vail
Box lOOVailr Colorado 81657
Dear Tom:
The Alphorn Board of Managers has reviewed the nost currentsite plan for the proposed Scorpio parking controlinstalLation. Our Board unanimously supports and approvesthe plan submitted by Mr. Bill Pierce of Intratect DesignGroup. In the event any revisions to the plan are mader wewould like to be notified and given the opportunity torevielr them.
Thank vou,,8t,8ffi
Ben Boutellr President
Alphorn Condominium
Association
BB: dms
THE ALPHORN
P. O. BOX 3648
vArL, coroRADo 81658
June 8 t 1984
Mr. Tom Braun
Plannerr Town of Vail
Box lOO
Vail r Col-orado 81657
Dear Torn:
The Alphorn Board of Managers has reviened the nost currentsite plan for the proposed Scorpio parking controlinstallation. Our Board unanimousl.y supports and approvesthe plan submitted by Mr. BilI Pierce of Int,ralect DesignGroup. In the event any revisions to the plan are mader wewould like to be notified and given the opportunity toreviev them.
Thank vou,8.8ffi
Ben Boutellr President
Alphorn Condominium
Association
BB: dms
o
LIST Otr MA't.nnIALS
NALfli or PnoJ[cT
LEGAL DIJSCNIPTION
DESCRIPTION O}' PIIOJECT
(Wer^t l r<g cEe,Alz E'o||'j'
U.ro^,
hat aF
LOT ur O TJLOCK Uat Uhuo.e ,eND FILI}IG
AL
Sro,N€ OveL TUIN- (,6le!T SV^rTasfiC g( $.-d - Tue
The fo1.l olving inlormationto the Dcsign Revj,r,-w Doard
A. ) BUILDING MATIIRIALS:
Roof
Sid in g
Other 1fa11 Lfaterials
Fasci a
Sof fits
l{indorvs
IYindorv Trim
Doors
Door Trim
Fland or Deck RaiLs
tr'lrres
is required tor subnrittal bybefore a Ijnal approval can
the Applicant
be givcn.
Tvpe of llateri al.CoIor
t\a T g6 . Pg) <-@e,&qr4Pt-5q4r-Tea^s-
4 zo4
-7tz
llJe<te.at P,erc Ceelx*- ozVnen 7.
B.) PIANT MATERIALS
qig"Ei:l;i'rl$lfi"aping I-laterials including rrees , shrubs ,
.Flashi ngs
Clr inrn e ys
Trash Enclosures
Greenhouses
Other
Botanical Name Corrunon lilame Quantity Size
I tF, ; t1'! sO<)
7.{f. ,.:d{/ii
A,) C irr) € r.r .
Page 2
Plant MaEerials Continued
BoLanical Namc
o o
Corrunon Name Quantitv Size
Nor Aepu.a,sr4
c.)OTHER LANDSCAPE FEATURES(Retaining Walls, Fences, Swlmning pooLs, etc.)
(Please Spectfy)
f 4n
Profect Application
g' - tt -f o
Poect Name:
Prolect Description:
fi.rrL I
' @llErAddress and Phone
Oh/ v. e r,'{trc{*cef Address and Phone:
l)a ' r o^'{'
Legaf Description: Lol Lo f L) , g1o"g
Zoning Approved:
Design Review Board
/
Moiion'by: ( cA li/,','
r - >o - ?a
DISAPPROVAL
../i > 4u",
),/ ' t-4 aa/{4i
Chief Building Official
OWNER:
ARCIIITTCT:
I'Jt0.lt:C'I' IlANUAL
| () t'
.s c()l(.1' l0
coNt)oIil N I ul!
l)ohrN:;t)()U1' nDl) I TI ON
and
FOLINDATI ON I,'ATtlRPROOFI NG
til^$,sE I
(PHASE 2 DIVISIONS INCLUDED)
(^_
\_=scoRpl0 coNDO)4 tNluM ASSOCIAI,ION)B;*ex_3441___-
VAII., co B 1658 --=--=--
t N',t'riAl'l..CT
P.o.tsox 57
vAIL, u0 81658
Al"IN: Htl-L l,1l:RCIi(303) s27-5732
JUNE 27,1986
l'il[ SCOlu,l(]
DOWNSPOUT ADDITION
AND
FOUNDATION WATERPIIOOTING
TABLE OF CONTENTS
TiSlc Page
Teblc of Contcnts
Intornatton for Invtted Bldders
Coodltlons, Plans, and Speciflcltloos
lld Forras
Specl f I cati.ons
Divlslon A - Supplemental Condltlons
Dlvlslon I - Gcneral Rerluirements
Dlvislon2 -SireWork
Dlvlslon 3 - Concrete - no requl-erments
Dlvislon 4 - Masonry -- no requlrements
Divlslon 5 - Mcrals _ (phase 2 only)
Dlvlslon 6 - Wood and lrlastica -- no requirement6
Division 7 - Thermal and Moisture proteclion
Dlvislon 8 - Doors and l{lndous -- no requircnentg
Dlvislon 9 - Ftnishes -- (phase 2 only)
Illvlslon l0 - - no requlrerlenta
Dlvtslon lt - Equtpment -- no requlrenencs
Dlvlslon l2 - Furnishlngs -- no regulrements
Dlvision l3 - Speclal Construstlon -- no requirenents
Dlvfs{on l4 - Conveying Systens -- no requirements
Dlvlsion l5 - M<'clranlc.-r1 -- no rt,rltri rcnrcnts
lJivJslolr l6 - l.llcctrlc:rl -- rro l.(:(lui rclucnts
THE SCORP1O
DO!{NSPOUT ADDITION
AND
FOUNDATION WATERPROOFING
INFORMATION FOR INVITED BIDDERS
PLANS AND SPECIFICATIONS
Invited bidders for the Scorpio Dowrispout Additlon and FoundatLon I'later-
prooflng utll be given one set of plans, specifications, and addenda for
bldderrs use.
Addttional Contract Docunents nray bc obtained fron the Architect upon
eubrnltclng a $30.00 deposit, payable to the Architect. Sald ileposlt
shall be refunded in full upon return of the complete and undamaged
docunents or crcdiled to the Selected Contractor.
The office of the Architect ls;
Intratect
472 South Maln Street f3
Minturn, Colorado
(303) 827-5732
thc mailing address.of the Architect is:
Intratec t
P.O.Box 57
ValI, CO 81658
l.
THE SCORPIO
DOWNSPOUT ADDITlON
AND
FOUNDATION WATERPROOF'I NG
COND ITION
Contractor r.rill not only be seLected on cornpe! i t iveness of bld, butalso demonstration of the ability to complece the contract i.n a timelyand qua1lly nanner. Any nateriai to co.roborate this sh.uld be sub-nitted wlch the Bid. Thls would include avail.ability of off_sitestorage, required materials, labor, and supervisory personnel.
')
INNUii,{I.ICd
The Selected Contraccors shall haveof vandallsm, t.hef t, or unnecessaryagent or employce of the Concractor.
I. SELECTION OF CONTMCTOR
3. METHOD OF BIDDING
4. TIME OF COIIPLETION
6.CONDITIONS OF WOI{K
evidence of insurance covering any acEsdanage co Owrrerts property by any
General Contractor is responsible foruork among separace sub-contractors rshall be good for 130 davs.
coordinacion andskills and trades.
divlslon of
The bid prlce
Selected Contractor rnusE agree toto Proceed, and Final CornpietionNotlce to Proceed.
conrmence htork within 14 days of Noticeshall be achieved r.Tithin 45 days of
5. LIQUIDATION DA-i4AGES
selected contractor also understands that failure Eo achleve substantialand Final comprelion wichin the above tine peri'd irirl resurt ln a
::li::lr"t Fif cv Dol1._al!_(S_o:0g1_per day unril rhese cornplerions are
Each bidder nust inform himself of the conditions relating to theconstruction of the.project and the employrnent of labor tte.eon.Failure co do so will not relieve a .,r.cessful bidder of his obligationsto furnish arl materlal and labor nu"o"rr.y to ciirry ouE the provisionsof hl-s contract. Tnsofar as possible ah. C.rr,ar""f or, in carrying outh1's work, must emproy such methods as will not cause any interruptlonor lnterference with the work of any other contractor.
7.
THE SCORPIO
DOWNSPOUT ADDITION
FouNDArroN fil?u*r*oo. r r.
ADDENDA AND INTERPRETATION
Al1 signiglcant inEerpretaEions of
or other documents will be rnade by
request of the bidder in writine.
the mCaning of the p1ans, specificaCions
the Architect, in writing only upon
8. NOTICE OF SPEC]AL CONDITIONS
Attention is particurarly called to these parcs of the contracc Docunentsand spceificafions and special condicions;
A.
B.
c.
D.
The Form of Agreement for the Work
Form of Agreement BetL,een Owler and
A107, uhere Ehe basis of payment is
copy of the agreement is available
shall be "Abbreviatedcontractorr" AIA Docurnent
a Stipulated Sum. A
from the Architect.
F
G.
Ihe storage is llurlred;
Sub-contraccors nay use
spaces only.
the Contractor, hls enployees, anda maximum of five exterior parklng
scaffolding may be necessary Eo perform work at the constructlonslLe. The cosc of deli.very, ereclion, and removal of scaf_folding sharl be included in the conErac! sum. The contractorsha1l assune full responsibility for che design, sEructurecapacicy, erection, and removal of scaffolding.
Excreme caution is Lo be maintained with regards to the exlstingroof and its components, no penetrations of rnernbrane shalloccur aL ilny time, pr()tection crf roof is mandaEory duringtire entire Elme of consEruction and damages shall be thesole responsibiliry of the Contractor. The Contractor shal1notify the ArchiEect. irnnediately if any damages occur.
The Contractor sha11 carefully work around existing heat tape.
The heat tape shall be examined carefully by Che Contractor,stored, repaired, and extended, if ncccssary, wj.Ch sirnilarmaterial.s and per manufacturerrs instruccions.
Working hours shall be restricted to 9;00 am to 5:00 pn,
Monday chrough Friday.
the Contractor shall be responsible for the protection of Cheoccupants, ernployees, and general publlc within che consCructionslte, and the surrounding area insofar as the nature of the
construc t ion warrants.
The Contr:tct f)ocrrmenEs are gcneral in nature. The Contractor
sha11 inspect the site prior to submitting a bld and shallfield verify all lnfornarion on the plans and contained hereln.
The Owner shal1 not rcspect requests for increases in theConfract Sum for any rcrasor.l other Llr:rn unforseeable existlngcorrdlLi(,ns- .r
H.
1'lrI sc()ttPI0
DOI,INSPOUT ADDITION
AND
FOUNDATION WATERPROOFINC
The contractor shall locace any existlng utl,lltles and sprinkler
sysEem that sha11 be directly or indlrectly affected byconstruction. Caution ls urged due to the nature and
possibJ.e location of the varlous uEllitles close to the buildlngperimeter. The Contractor shall assume full responstblliCyfor repair of any damaged urllity and llquldated darnagee tfapproprlace. Ttre sprinkler syst(Jm shall be restored to ltsrcurrent operational condltion.
9. LAWS AND REGTJLATIONS
The bldderrs aLEcntion ls diercted to the fact thaE all applicable state
laws, rnunlcipal ordinances and the rules and regulations of all aufhoritfe6
have JurisdicElon over construction of the projecc, sha11 apply to the
Conrract throughouc, and Ehey will be deerned to be included in the
ConEracf the same as though herein written out ln full.
IO. SUBMITTALS FOR APPROVALS AS EQUALS OR SUBSTITUTION
The Architecf will eril-ertain submiEtals for approval for 'ror equa1"or substitution of products other than Lhose speclfled only under the
fol1or.rl.ng conditions :
c.
Submit 3 copj,es of manufacturerts
necessary to enable the Architect
quality of the requesr.
data and supportive data
to clearly determine the
B. Submit 3 copies of a letter clearly i.ndicatlng what is being
substituted for a specified project or procedure, statlng the
exact specificatlon being requested for review.
No submittals for subsritution shall be accepted after
June.30 1986
II. METHOD AM) TIMING OF AWARD
Blds shall be submitred to the Archltect by June 4, 1986. All Bldderswlll be lnformed of their status by telephone or written cornngnlcatlons
by June 5, 1986. Owner reserves the right to reject any and all bids.
t2 OBI,ICATION OI' IJIDDER
At the time of the Or^rner rs receipt of bids, each bidder will be presumed
to have inspected the site and to have read and become chroughly farniliar
wirh the plans and Contract l)ocuments (inr:l.uding all addenda). The fallure
or omisslon of any bidder to cxanine any form, instrurncnt , or docuqrent
shall in no way relieve any bidder from any obligation in respecE (l tris Ufa.
4.
Ttts scoRPto
DOI{NSPOUT ADDTTIOII
AM)
FOUNDATIOII }'ATER,PNOOFI HC
13. UARRENTS
Ttrc contractor shall warrent the entlre lnstallaclon for a perlod of twoyears fron the date of Flnal conpletion as deternined by the Archltect.
14. ORICINAL CONDITION OT SURROUNT']NGS
The contractor shall restore to the original condition any and al1 objects,grading, land forms, plant maEerial, and building naterial darr4ged as aresult of construction.
BID F()R],'
,-,ftLr-
Proposal of
(here inafter
the Laws of
buslness as
c a 11ed
and existln[In-JE]the State of Colo rado,a parEnership, or an lndlvidual dotng
SCORPIO COMOMINIUM ASSOCIATIONP.o.Box 2443VAIL, co 81658
Gentlemen:
The Bidder, in compliance with your.l'vitation for bids, havlngexanined rhe plans and spccifi""ii"i"-"i.h .ur;;;; ;;;;;." and the siEeof the proposed "ork, and ;;i;;";;riil, ,icr, atl of rhe condicionssurroundlng the constructl0n oi at*-propo""d project including
:d:iiiillt :iJi i:: t.5*;u
-i;i:
i,*:.:* iit!;;;.,; ". j*xt":,j,
ln
o.,,the Contract Doc urncrcover arr expenses
lts and at the Price scated below. iio". prr""s are toDocuments, -.i-"ii.n'"curred in pcrf.rrnir.r.,i"-ot.i.,J;'i;'l';:.the work required "na"r tr," ionlr'".
'Bldder hereby agrees to commence work h,ithin 14 days of Noclce to proceed.
Bidder acknowredges receipt of the following addendun:
PROPOSAL
li.o"o":^:*;:::,::.ry..{.T alr of rhe work for rheAdditlon and Foundat qrr (,r Lne work lor the Scorpio Downspoutand rnforrner{nn r^- ion,t,larcrproofing as describe; ;"";;":: .,16-jF.r^^-and rn f o rrna t lon f o r ot Ja..,",',.0"'"
"
"5u"L":;.:i:"$r"t;",
1::", ;pecif ica r lons
($for the sun of
Bldder ag,reesH".ilJ"ii'p::::::.'"B','oL'l"lr::'':*::::.:l:rl, T achleved wirhln 45 daysl;:';:.:';:, i"::.::::"3s thai ;;;i;;;'.;';:;l"l: $:;:r":;lBlff i';"1'.:l',:Ii;. *::':i:i";:::il"l; :';:,, jiii";; ;:,:; T:ff.::($50.00) per day ".,;ii-r;;;; :jilr;;#: ::."":;i:l:J.
, l{csl)ect f ully submlcted,By:_.
THE SCORPIO
DOWNSI,OUT ADDITION
AND
FOUNDATI ON WATERPROOITI NC
SPECIFICATIONS
DIVISION A
SUPPLEMENTARY CONDI TIONS
ARTICLE 7
l.
)
The "Abbreviated Form of Agreement Betpeen omer and contractor,r,AIA DocunenE A-107, Artlcles I through 2l lnclusive, is "-partof thls conrract subject to ar1 changes "oncained in''eJa""i" a.the-Genera1 and Supplemencary Conditions. Coples of AIA Documenc4-107 are available at the office of the Archltect.
The fol.lowi.ng supplements shall modify, delete and/or add to th€General Conditlons. Wtrere any article, paragraph, or subpara_graph shal1 remain in effect and the supplenentai pro.,,rtsions shalrbe considered as added thereto. Where any article, paragraph, orsubparagraph 1n the Ceneral Condition is amended, volded, orsuperceded by any of the following paragraphs, the provisions ofsuch article, shall remain in effect.
7.5 - In additlon Eo what is written;
"In the event of conflict beEween the Specifications andthe provisions of che SpecificaEions shal1 govern exceptdrawings, where drawings shall govern. "
ARTICLE 9
9.2 - Change co what is written;
ItExcept as provided in paraqraph 10.5, "thc concractor sharl secureand pay for necessary approvals, easements, assessnenrs and chargesrequlred for che construction, use or occuPancy of permanent structuresor perrnanent changes.-i.n existing facilities, including building permitand plan check f ees.I'
ARTICLE IO
Drawings,
on structural
l0.l - In addition to what is vrritten;
"The contractor shall be llcensed as required by the Town of vail.rl
10.7 - In addition to what is wricten;
In case of work performed by subcontractors andguarantees and warranCies are required, securecontraclors addressed and in favor of ownerl
where special writ ten
same from said sub-
SPECIFICATIONS
TIIE SCORPIO
DOI.'NSPOUT ADDITION
AND
FOUNDATION WATERPROOFING
deliver orleinal
:l:l_:.- 910 copy of sarne co ArchitectDellverv of saro suaranrees .na ,ri"l.'l:-:"-l::lt:::t ulon complerlon of work.
f::T :"t obligation assumed uno",
tTtn'ies shall not relieve c;;;;;;;";'addiclon to wfrranties, guaranLuu"utt provisions of contract. rn
;f :i ;:ff :j: " i: *''. i,**if tiir;. iii.t jiti.:t:;.#,lit";.ii ";o.i:;._."
;ll,fi:irff":,"'0"," or "ii ;;;;;;i,:. i:ii. :ii ::l::f,l"l:;j,:::i"iii;: =
services .u,au."il ,ff:::":;.il Il" j.o yi*r iaeniiiic-arion or th" .._
and one "opy-io. the owner. provided one copy for the er"nit""t
10.9 - In addition to r.,hat is written;
r'construction dr-sruption to the site sharl be conflned to the propertyilff:.:l:I,,oD,.th" it.. pi.r,-"irii" ,rr.."n .ppro,,._i_is sec,,r.d by the
ARTICLE II
ll.3 - In addirion to vhat Ls uriEren;
"All subcontracrors and all materiel., suppllers perfornlng r.rork at the Job;;':r:.r:frt;;';:ir:;..'i;;""';;-;il'roo'"i,u "r,lii-i"*ii."un".a aa requlred
*l
2.
'l'llu scoRl'l 0
DObJNSPOUT ADDITION
ANI)
FOUNDATI ON WATERPROO}' I NC
SPECIFICATIONS
GENEML REQUIREMENTS
ll00 Submitrals and subs t i tut lons
reMaterlal scraps and picces shall notaccrmolate on the slte or withln the bulldlng.shall_ be accurnulated at a cenEral Locatlon and. regr/l'ar basls by hauling forn the construction
, burnlng or dlsposal wlll not be allowed.
?_!-Q_0 l4qary__o.f_wo rk
lholaa:lnsg. - shop drawrngs r.r1lr be requlred only where speclficallyasked for in the varlous sectr.ons of these speclfrcatlons. t{henrequired, subrniE ln the quantity required to'Ue reruinoll-pf,,"two copies ro be retalned by the Archltect.
Iggl4-D-r!cilg"- - Provlde and rn::inrain ln proper order and in good,clean condition in the field office at the pro3""t "f te,-'Jneconplete seE of bluel-ine prlnts, of all worklng drawlngs. On thisset of drawings, print. ln red pencil, neatly ,nd o""urit"ly,lnscribc any and all changes in the locatlon referred to in theworking drawings of s1>ectficaLlons. Thls set of prints "t,"f f U"presented to the Or"rne r at the Eime of Final AccepCance of Chevro rk by Lhe Owner.
4yg-rtgull-rly- - Vcrify prior ro bidding thar al1 speclfied iremst"rill bc avail;rble i. Eirnc for lnsrallatton to u*p"ditu the orderryand timr'1y pr()8rcss of rhe w.rk. In the cvent a speclfied Llemor items wi.Ll not ba available, notify the Archire;E prior torcceipc <-r f bids. (;osL of dcl.ys bccause of non_availabili.ty ofspecif ied i tcms, r"rhen suclr crclays r:orrld have been avoi ded by thecontractor, wilr be backctrarged as necessary and shall not be borneby rhe 0wner.
l.
2.
3.
be allowed to
Such materlale
dlsposed of on asite. On-slce
Repalr and/or rcplacc .lny and nl
gradlng and rnaterlal to orlirra lcxcavatl()n to pe rforrrr work :rcqtrj
I damagcd materlal and rcsofre propercondition as a result of necessaryrcd by tlrc Corrt ract Dacuments.
I100 Summary_{l-ort
A slngle contr.ct shalr be let for the performance of ar1 work rtescrlbed1n the pJans and specifications for thc Scorplo Dorrnspout. Addition andFoundatlon WaLerprooflngr, prcparc<l by lnr_ratecr Design Group. TheContracEor shall aupply all inctdontnl ttorr, artlcLes., amterlals, laborand equipnent necessary to execute Lhe urork required uy tr," contractDocumencs.
u__fe_qU!r&:.
DIVISION 2 SITE WORK
l.
TIIE SCORPIO
DOWNSPOUT ADDITION
AND
FOUNDATlON WATERPROOTINC
SPECIFICATIONS
2500 Dratnase system
l.
DIVISION 3- CONCRETE
2.
3.
Excavate to Pennit lnspectlon by Archltect of existlng underground
li.rnrge ty"i"t. tlotliy Architect 24 hours Prlor to covering
work.
lnstall aravel drainage basins as indiceted on Sice Plan'
P r,$vtl|e g "PVh cleanouts with sereu caP to underground drainage
s'vstAr, "-t loa"tiotts shorcr on SiEe Plan'
protr.U" I " y'vC dralnage pi'pe from downspouts to deslred locatlons
as shown orr drawlngs '
Rernove existlng earch as requlred to lnstall waterprooflng systen
and concrete splashblock ln areas shown on plans' Cornpac! back
in 8" llfts to 957" standard Proton denslty'
Install Prorectlon board against membrane as shown on plans to
prevenr darnage to rnenbrane during backflll'
4.
6.
I
I
I
I
l
I
I
I
I
'I
III
I. I THE SCoRPIO
DOWNSPOUT ADDITION
AND
FOUNDATION I.'ATERPROOFING
SPECIFICATIONS
DIVISION 3 CONCRETE CON'T
DIVISION 4
No requlrements
DIVISION 5 _ METALS (PHASE 2 ONLY)
1. General
A. Furnish and erect ln place all guEters, heads, downspoucs,plates, angles, channels, anchor bolts, bolfs, and welding
shor+n on the drawings. Anchor bolts and other inctdcntalitems of structural steel requrred to be built lnto concreteor masonry shaLl be furnished at the proper tlme and includercmplates for lnstallatlon.
B. Subrnit shop drawings to the Architect for approval prior tofabricating any worh.
2, Materlals
Al-l sceel is to be free of rust, scale, saod, or othet fordign
mac Eer .
A. Plpe steel shall be 12 ga. welded sean ffpe 4'! O.D.
. B. Blors shall be ASfi A307.C. Welding shall be preformed wirh E-70 electrodesr.D. Provide shop coat of shop standard primer on all atructuralsteel .
E. Steel plates - thickness lndicated on drawings.
3. Execut ion
A. Steel sha11 be set true to rhe elevation and alignnent shown
on Lhe drawings. Bases and bearing plates whlch requlregrouting sha1l be held at the proper 1evel by steel wedgeso! j amnuts.
B. A11 shop connections shal1 be welded. Grind exposed welds
snooth and f1ush. A11 welders shal1 have evidence of passlng
tlre A.W.S. Standard Qualificatlon Tests.
C. Sceel shall bc dctailed, fabricated and erected l-n accordance
with latesE provisions of AISC Manual of Steel Constructlon
and ArSC Code of Standard Practffi
).
I
I
I
THE SCORPIO
DOI'NSPoUT A"DDITI0N
AND
FOUNDATION WATERPROOFING
SPECIFICATIONS
DIVISION 6
NO REQUIREMENTS
DIVISION 7 THERI.IAL AND MOIS1URE PROTECTION
l. Gene ra 1
Provide materlalst labor, equipment, service', and lncidentalsnecessary to supply and apply foundatlon waterproofLng sysreuas shown on drawlngs.
contacc Architec! for inspectron of uethods of installatlon"24 hours ln advance of installation.
Materlals and Installat ion
Provl'de and install Bituthane waterproofing per manufacturerrs instructlons(copy of nanufacturerts spectfication data attached) as indicated onplans. steam crean or high-pressure water cleas existing concretesurfaces, allow to dry, prlor ro installation. Assure that all surfacesto receive Wtaerproofing are free of foreign or Loose rnatEer.
4. Flashing
A' Flashrng at cop of waterpro.f nernbrane as shown on drawlngs.B. Flashing to be type "SM" by "Fry Reglet Corp.", 625 S. pairo
AVE., Alhambra, CA. 91803., (g18) 289_4144.c. Flashing to be instalred with optional corner sectlons inaccordance with rnanufacturerts recommendatlons and as perdctails described on the drawings.
DIVISION 8
NO REQUIREI.IENTS
DIVISION 9 - pAINTIN6 (PHaSr 2 ONLY)
l.General
A. Provlde materials, labor, services, equlpment, and lncldentals
necessary to supply and apply all palnts, varnl.shes, staLna
and coatlngs or other rnaEerials speclfically caLled for Lnthe speciflcations or on lhe drawlngs.
B. Prepare samples of all naterial to be painted and obtain approvalby thc Arclritect. before proceedlng with palntlng,
A.
B.
2&3
.,
6.
THE SC0RP10
DOWXSPOUT ADDITION
Ah'D
FOUNDATION WATERPROOFING
SPECIFICATIONS
DMSION 9 - PAINTING CON|T (PHASE 2 oNLY)
2. Materials
A. Except where otherwise specified or approved by the Archltectin writing, the palnts and coatings used on thls project
shall be the highest quallty (rop-Line) producrs by thefollowing manufacturers :
Sherwln Wllllams
Cabo t s
Devoe
Olyrnp i c Stain
Cupr inol
Pittsburgh Paints
Benjamin Moore
B. Colors: Submit rr.tnufacturer's color charts 1n duplicate to
che Architecc as soon as possible afEer che award of the concract
and naterial approval. Colors will be selected by the
Archlcect and will be submitced to the Contractor in scheduled
f o rrn.
l. Flnal samples: Prepare sampl es of flnishes on the job
fo the satisfaction of Ehe Architect.
3. Execution
A. All materlals musr be delivered ro the buildlng in orlglnal
cans wlth seals unbroken and the label attached. A1l
varnishes must be used Just as Chey come froa the manufacturer
without any reduction or alteration.
B. A11 work rnust be perfectly dry before applying finlshingnaterials. ALl- metal work must be scraped and cleaned
and all dlrt and grease shal1 be removed. No paintlng orfinishing shall be done in wet or freezlng r.reather.
C. Final coaE of paint or coaEing rnust have visual evldence ofsolid hlding and uniform appearance. There sha1l be no vislble
evidence of runs, sags, or other evidence of poor applicatlons,
A11 coats shalI be throughly dry before applying succeedlng
coats. Make edge of painE or coating adjoining orher materials
or colors sharp and clean with no overlapping. Each coac of
clcar f inislt sha11 be slightly sanded and wiped free of dusc
be fore apply.i.ng nexE coat .
4. Finishes
{lA. q*l-.-1.1 1 i
flre painting, contractor shall bc held responsible for adherence
1
THE SCORPIO
DOWNSPOUT ADDITION
AND
FOUNDATION I.'ATERPROOFING
SPECIFICATlONS
DIVISION 9 - PAINTING CONIT (PHASE 2 ONLY)
to the selected palnt uranufacturers exact specl.flcstlons forthree coat quallty work. Thts shall apply to selection of allmaterials for aL1 surfaces.
Finish Types
The folLowing flnlehes shall be adhered to for each of the areas
as deflned. Finlshed as defined are "plttsburg, of ppG rndustrletor as noted. Expoaed netal , not galvanLzed - I coat rusttnhlbltive solvent baee prirner, 2 coats solvent type alkydflat enaoel . Exposcd metal, galvanlzed - I coat galvanlzcdsteel prlner, 2 coats aolvent typc alkyd eneoel . (ppG Spec l9b).
NO REQUTREI'IENTS.
B.
f
8.
lc
io,
rar>
U'
Ol
€oo
o,
Ct
rl!
Ee
ltl-
: (\l)co;?
:!io
IE
!()
io,z
:
.
,t3iu.f,
D1g
o.
E
'E:
Eto
1. PROOUCT NAME
Bituthene. Waterprooling System
tsrtuthene 3000
Biluthene 3100
Bilutheno Liquid Membrane_
LM.3@0
Bituthene primer p-3000
Bituthene primer p-3100
Bituthene Elaslomeric Maslic
EM.3000
Bitulhene Proleclion Boarct
P8.3000
Bitulhene Prolection Board
Adhesive pBA-9000
2. MANUFACTURER
W.B. Grace and Co.
Construclion Products Division
62 Whittemore Avenus
Cambridge, MA 02140
Phone (617) 876.1400
3. PRODUCT DESCRTPTION
Easic Uso: Bituthene Water-proofing System is used for
walerproof lng concrele or ma.sonry loundation walls, f loors,earlh shellered struclures. lun.nels, plaza decks anct terraces,parking decks, planlers, span-drels, sills, mechanical rooms,
laboralories, kitchens and bath.
rpoms. Wood slructures may also
bo walerprooled with Bituthene.
Llmltatlons:
1. Biluthene musl not be applied
in areas where it will be oer-
manenlly exposed to suntight.
2. Insulalion used in conjunction
wilh Bituthene must be placed
over the membrane.
3. Bituthene is nol recommended
as a pond liner or as a lank
liner except belween lwo con.
crele slabs.
4. Bituthene is compatible with
aged coal lar products. Bitu-
lhene may be incompatible wilh
certain walerprooting products
_ !!! l o;o;.t-.So...Drtrf) torrnrt i.t Dcrn r.oro.
iff ;:'!rt i;l;:": ;T'
"
i? "Jl','.n, "?1,,
o'j' ;,' T*
i$.td"ii.&*.,,n,.r,onr Inrt,r!i., lnc.. wrrrrrrl.
ancl ,oint sealanls containing
tresh lar or polysuttide polymer.
Contacl your local Grace repre-
senlative before applying Bitu-
lhene in such applications.
5. Biluthene strips ov€r joints in
T-beam slruclures will nol pro-
vicle complete waterproof ing.
For such slructures, g" strips
over joints, followed by mem.
brane coverage over the enlire
surface, are lequired for a com.plete waterproof ing system.
Composlilon and Mateilals:
Bilulhene Membranes are coldapplied, selt.adhering preformed
membranes which combine the
waterproof ing properlies of lwoof lhe best known moislure andwater barrier materials_poly-
ethylene and rubberizeO asphait.
Membranes are a minimum ot0.060" thick wirh a 0.004, highstrength polyelhylene fitmcoaled on one side with a lhicltlayer of adhes ive-consisl e ncy
rubberized asphalt. Membrane iisupplied in 36"wide rolls, inter-
wound with a disposable silicone
coaled release sheel.
o Bitutheno 3000 is recom-
mended for application al air
and surface lemperalures ot40'F or above.. Bitulhene 3100 is recom-
mended for applicalion al tem_peralures from 25"F to 73"F.. Bitulhene Liquicl Membrane
LM-3000 is a lwo-component
cold-applied waterproof ing
mcmbrane malerial tor use in
llashing corners and hard.to-
reach areas, and as a reinforc-
ing and fillet material.r Bilulhene Primer p-3000 is ablack rubber.based primer
used lo condition all concrete,
masonry, or wood surfaces for
horizontal apptications at 25 "F
and above ancl for vertical ap.pticalions at 40.F and abovb.. Bituthene primer F.31OO is apink-colored, rubber-based
primer especially designed forvertical applicatlons at tow
lemperatures down to 25.F.r Bituthene Elastomeric Masllc
EM-3000 ls a rubberizect as-phall.base. maslic used forseallng membrane lermlna-lions. a, \r Bltuthene protect'lot:Bdard
P4.3000 ls. expanded poty.
styrene used tor protecting ttiemembrano from clamage irom
backf llling, and other con-struclion trades or materials.r Bituthene protection goard
Adhesive PBA-3OOO ls a fasldrying cement for adherlng
Bituthene prolection Board. -
. Appticablo Standardc: Bitu-lhene .. Waterproofing Systemmeets the lollowing standards:o Federal Constiuction Guide
Specilicarion FCGS-071 I 1. General Services Administra-
lion PBS 07111. lUD Materials Releaso 62gao Corps of Engineers CEGS_
071't1-3-82. Depr. ot The Narry NAVFAC TS_
07111r Veleran's Administration H-0g.1. Americ.an Railwa_y EngineeringAssociation (Chaple, Zg,manual)
4, TECHNICAL DATA
. Bilulhene preformed Mem.branes conform to lhe require_ .
menls in Table l.
5.
'NSTALLATIONSlorago.- All materials should
be protected from rain and physl-
cal damage. Store all malerialsaway ltom sparks or flames.
Slore membrane where tempera-
ture will not exceed 90.F for ex.
lended periods. Ouldoors, place
g(
E(
gr
ootI
eg
oJ
1t,dg9
dto
J(,IFelr€r
E3iNJ!
llrffl
{tt
EI:Elrot-ilsolrotr
=lc6lsglz
9tc,aDlil
07100
rrl r,rt\ lr,'ll-r\1 I (J !/r\ lJtu.\ /, )l:ul lu.\) I d J
TASLE I
EITUTHENE PREFORMED MEIIIBRANES_PROPERTIES
PROPERTY VALUE TEST I'ETHOO
Tensile Strength - membrane (psi)250 minimum ASTM o 412
moditisd
Tensile Strength - film (psi)4000 minimum ASTM D 412
modif ied
Bilul her\c cartons on raisedpallels and cover completely.
Proloclion Board should be pro.
lecled |rom the wincl. ll exposed
lo sun, il will yetlow, bul this witl
nol atfecl ils perlormance.
Surlacc Prcparation: Smooth,
monolllhlc concrele surlaces are
required for proper membrane
adhesion. Surlaces must be free
ol voids, spalled areas, loose ag.
gregals, and sharp prolrusions.
wilh no coarse aggregate visible.
Broom tinishes musl nol be used.Concrete musl be cured
(minimum 7 days) and dry bef oreapplication of Biluthene Water-
proof ing System. Vortical sur.faces must be formed withsmoolh release trealed lorms
and concrele musl be well con-
solidated. Femove forms as soon
as possible f rom below horizon-
lal slabs lo prevent enl rapmenl ofexcess moislure. Never apply
r Bituthena while forms are in
place wilhout proper drying and
ven ling.
Cure concrele wilh clear resin.
based curing compounds nol
conlaining oil, wax or pigment.
Allow concrele to thoroughly dry
tollowing rain. Use form relbase
agenls which will nol lransfer to
lhe concrelo.
Repair defects such as spalteder poorly consolidated areas.
Remove sharp protrusions and
torm match lines. Bituthene Mem-
brane may be applied to smooth
concrele block or brick walts
provicled joints are struck of f f tush
and Biluthene Primer p-3100 is
used at all lemperatures below
90oF. ll walls arg rough, use a well-
adhered pargel coat lo achieve a
smoolh surf ace. Bemove grease,
oil or olher contaminants lrom all
surlaces lo be walerprooled. Clean
strrtace (broom, vacuum cleaner,
or compressed air) lo remove dust,
loose stones and debris.
Temperatu rc: Apply Bituthene
3000 only in lair weather when airand surlace temperatures are
above 40'F. Belween 25"F and40'F, Biluthene 3i00 must be
used, and may be used up lo
75'F.
Bilulhene Primer P-3100 must
be used on verlical surfaces be.
tween 25'F and 40'F, and rnay be
Colot Dark Orav black
Pliability (180" bend over t " Unaffected ASTM D 146'-.--mandrel al - 25oF)
E lo ng a t ion. u lt imat e railure ol
rubbef ized a-sp]!all (%)
Cycling over crack at - 15"F
Cycling over 't " ioint at - l5oF
Peel adhesion (lb./in. width)
(70oF) + 7 days d(y (12OoF)
300 minimum ASTM O 412
See tootnote 1
5.0 minimum See lootnote 27 days dry
+ 7 days
(70"F)
7 days dty (70cF) + 7 days dry
(120oF) + 7 days wel (70"F)
5,0 minimum . .: See loolnote 2
Punclure resistance - Bituthene 40 minimum ASTM E 154membrane (lb.) (stretched by btunt objecl
Punclure resistance - polyethylene film 250 minimum ASTM D 7Br(in. oz. tea4 (impact lrom shqrp gbject)
Resistance to hydrostatic heact See tootnote 3(tl. ot water)
Exposure to fungi in soil 16 weeks Unaflecled GSA.PES
071 11
Permeance.Perms 0.1 maximum ASTM E 96
Method Bins/sq. lt./hr./in.,
Waler absorplion - 72 hrs.
(o/o by weight)
0.25 maximum ASTM D rZZB
Foolnolesl Membfane is appried anct Jolred across rwo primect brocks vrith no separation br.tween blocl3.
'n
a - l5.F cabinet, blocts are pult€d aparl lo t/.,, then'returned looriginal position. cycre is repeated ro0 timos. FbrJoint iycring, ttre-broctrs are ooubiecovered with membrane and arc separat€o uy i, ttrei cycieo at -rs.r uelwientA'and lr/t 'a minimum ol 1000 cycles.
2. Membrane is appriecl to prinred dry brocks and rolled. Brocks ara lhen storod tor7 days ar each resr condition. Membrane is then peeled trom tn6 concrote at go.
an0le.
3' Hydrostatic head tests are performed. by apprying and roling membrano on primadconcrete then searing tha waterproored concrete ro a pressure chamber. water rsintfoduced lo 150 head feet.
used up lo 90oF. Do not apply
Biluthene lo frozen concrele.
Bitulhene Prirner P.3000 musl be
used under all other condilions.
Priming:. Apply Bituthene
Primer P-3000 lo concrele by
spray or lambswool roller (250 lo
350 sq. fl. per galton). Allow
primer lo dry one hour or unlil
lack free. Primer dries to a gray
color. Apply Biluthene Primer
P-3100 wilh a lambswool roller
(250 lo 350 sq. lt. per gailon), and
allow 30 minules for drying. lt is
pink in color and remains tacky.
Prime only the area which will be
covered with membrane in a
working day. Areas not covered
with membrane in 24 hours mustbe reprimed. Primed surfaces
should be covered immediately
where conlaminants from the air
accumulale on the surlace. Metal
does nol require priming but
musl be clean, dry, lree ol loose
paint, rust or olher contaminanls.
Corner Dolails: Cover all inside
and oulside corners with an in.
No ettact
100 cycles
No etlect
See tootnote 1
150 minimum
Ar1'ACI{}lF.NT To Dl\'lSlON -Z,.-Sllc-11,0}i9- 3 s -1itial mepnbrane strip a mirilm-um --6rane.- ---"---firmly. Apply a lroweled bead of
of 11'wide cenlered on the axis Atl horizonlal applications Bilulhene EM.3000 lo all verlical.
of lhe corner, foltowed by the futt should be tlood lested with a and horizonlal terminations. Ll.'
width Bituthene Membrane ap- minimum 2" head ol water f or 24 quid Membrane LM'3000 can be
plication. Oulside corners must hours. Mark any leaks and repair used as an alternalive.
be lree of sharp edges. lnspect when the membrane is dry. Be- Seal all daily lerminations wilh
sudaces adjacent to all corners lore llood tesling, be sure lhe alhin troweled bead of EM.3000.
and repair if necessary lo provide structure will wilhstand lhe dead Patch lears and inadequalely
a smooth surlace. Inside corners load ol lhe waler. For well-sloped lapped seams with Bituthene
musl receive an application ot decks, f lood lests should be seg- Membrane. Slit fishmouths and
LM-3000 forming a r/r " tillet and mented to avoid deep water near repair wilh a palch extending 6'
exlending at 90 mils lhickness for drains.in alldirections from the slit and
seal edges of lhe palch with
EM-3000. Inspect membrane
lhoroughly before covering and
make any correcl ions imrne-
dialely.
Prctection ol Membrane: Bilu-
thene should be protected lo
avoid damage from other trades,
construclion materials, or back-
f ill. The Bituthene Proleclion
System should be usecl on toun-
dation walls and horizontal sur-
faces with lighl lraflic. lt consists
of Biluthene Proleclion Board
PB-3000 adhered wilh Biluthene
Proteclion Board Adheslve
PBA-3000 applied at a rate of
250-350 sq. fl. per gallon. Prolect
horizonlal decks exposed to
heavy conslruction traffic wilh
1/8" asphall hardboard. For rein-
forced concrele structural slabs
placed over the membrane, a
heavy prolection layer such as
asphall hardboard or
eq uivalenl is recommended.
Cover any Bituthene left exposed
on parapels or lhe top of a toun-
dalion wall with wealher resistant
flashing such as copper, aluml-
num or neoprene. The Biluthene
Protection Syslem should be in.
stalled lhe same day lhe mem-
brane is applied or immediately
allet 24 hour flood tesling. No
wailing before backf illing or ap-
plying topping slabs is neces-
sary.
Placing Sleer.. In placing steel
on a properly protecled Bitulhene
Membrane, use chairs with plas-
tic lips or rolled feet to prevent
damage from sharp edges. Use
special care wilh wire mesh
especially it the mesh is curled.
Salely, Storago and Handling
lnl ormation: Bitulhene products
must be handled properly. P'3000
and EM.3000 vapors are poten-
tially harmf ul and flammable.
LM-3000 vaoors ate harmful but
6' in each direction f rom lhe cor-
ner, or a tillel must be formed
wilh either latex modif ied cement
morlar (such as Daraweld C
mixecl in wilh cemenl morlar) or
epoxy mortar. Oo not use f iber or
wood cants. When LM-3000 is
used as a corner lrealmenl lhe in-
ilial 'l 1" strip of membrane may
be deleled.
Joinls, Joinls must be properly
s€aled wilh waterstop, joint filler
(such as Servicised& /Durajointo
Syslems f rom W.R. Grace & Co.,)
and sealanl as required. Bilu-
thene is nol a substilule for
proper joinl design. Slab and wall
cracks over 1/16' in widlh and all
joinls must be preslripped wilh
8" wide membrane.
Application on Horizontal Sur'
faces: Apply Bituthene Membrane
trom the low point lo lhe high Poinl
across lhe fall line so that laps shed
water. All edge and end seams
musi be overlapPed al least 21/2".
Stagger end laps. Roll the entire
membrane f irmly and completely
as soon as possiblq. Use a linoleum
roller or a standard watet-filled
garden roller less than 30" wide.
Cover lhe lace ol the roller wrlh a
resifient malefial such as t/2" plas'
tic loam or lwo wraPs ol indoor'
ouldoor carpet. Seal all T joints at
lhe end ol each work daY.
Apply Bilhuthene Membrane
double thickness over ProPerlY
sealed exPansion, construcllon
and conltol joinls. Patch mis-
aligned or inadequalely laPPed
seams wilh Bituthene Membrane.
Slit any lishmouths, overlaP lhe
llaps, and rePair with a Patch, and
press or roll in Place. The edges of
lho palch shall bP sealcd with a
lroweling of Biluthene Mastic
EM'3000 over the laP. Do not aP-
ply EM-3000 where it will be
coveted with Bituthene Mem-
Drains and Prolrusions.' APPIy
a double layer ol Bitulhene Mem-
brane around posts or projec-
tions at leasl 6" in all ditections,
and seal all lerminalions wilh
EM-3000. Apply a double layer of
Bituthene Membrane around
drains and place a bead ol
EM.3000 belween the lop layer
and lhe clamping rings and at all
lerminalions.
An allernate method lor drains
and protrusions is to apply Liquid
Membrane LM-3000 in a 90 mil
layer horizontally lrom lhe drain
or prolrusion and overlapping lhe
Eiluthene Membrane a minimum
of 2 ". LM-3000 should be applied
vertically on prolrusions to a
heighl of 6" or lo lhe heighl of
the wearing surlace.
Vertical Surfacss: Apply Bilu-
thene Membrane verl ically in
strips of I feet in length or less.
Edge seams musl be overlapped
at leasl 2r/2". On higher walls
apply in lwo or more sections
with lhe upper overlapping the
f ower by al leasl 21h ". Press all
membrane on vertical su rf aces
wilh heavy hand pressure during
application or roll with a wall or
counter lop roller.
Bituthene Membrane should
be applied over lhe edge of the
slab or over lhe lop ol the foun-
dalion or parapet wall. lt lhe
membrane is lerminaled on lhe
verlical surlace, a reglel or
counler flashing may be used or
lhe membrane may be terminaled
on the concrele by pressing very
firmly lo lhe wall. Press edges
wilh a melal or hard-wood lool
such as a hammer or knite han-
dle. Failure lo use heavy pressure
al terminations can resull in a
poor scal. At lhe base ol lhe foun-
dation wall Bit uthene Membrane
musl be drawn down lhe base of
the wall over lhe edge ol the
fooling and rolled or p,fcssed
I
,\r lAcIl]1t--NT 1O DIYISION 7, S]-.C1'IONS 2 OJ
I
not ilammable. P-3100 and.P8A.3000 are exlremely ilam-
mabls. For lhese products, thebesl availabls inlormation on
safe handling, storage, personal
prol€ction, health ancl environ.
menlal consideralions has been
gelhered. This information is
available on requesl, and we
slrongly recommend that all
users ancl specif iers acquaint
lhemselves with il. To obtain this
inf ormation, contact your local
Grace f ield representative or W.R.
Gracs & Co., 62 Whittemore
Avenue, Cambridge, MA 02140.
(617) 876.1400.
6. AVAILABILIIY AND COSTS
Arailability: Strategicalty lo-
caled warehouses and a network
Sheet Membrane:
ol Bit uthene dislribulors carry
Bitulhene producls lor prompl
delivery lo project sites.
Cost Bituthene Waterproof ing
System is competitively priced.
For specilic informalion, conlacl
your local W.R. Grace & Co. rep-
resental ive.
7. GUARANTEE
Bitulhene producls are war-
ranled lo be lree of defects in
manuf acture for a period of f ive
years. Malerial will be proviclecl al
no charge to replace any defec-
tave producl.
8. MAINTENANCE
A Bituthene Waterproofing
Syslem installed in accordance
I
I
with manufacl urer's recommgn-
dalions will not require mainlem.
ance.
9. TECHNICAL SERVICES
Support ls provided by fuil tims
technically trained Grace tield
sales represen tatives, architec-
lural represenl al ives, and lechnl.
cal service personnel, backed by
a cenlral research and develop-
ment and lechnical service staf f .
IO. FILING
Spec Datao ll
See Sweets Architectural Cat-
alog. For turther literature, con-
tacl W.R. Grace & Co.
Erlulhene Maslrc
Ov?, Laps
Mrn. 12" From Cornort
Erlulhans LM-3OOO
O, Biluthenc Ships
Horizontal Application-
General
Sheet Membrane:
Vertical Application--
General
Brluthene Mastrc
Ovcr Laps
Mrnrmr]m l?'From
Corners
|h.tn|olm.lionp'o,lo.ohc'c|n|3b.se{,onoU'bts|lno*|€doe'bUrwn6.jj6.
l'.|n!|t.('|od|tc|,!l|h.'||cqu|rrmer||sw|thGr1rccaltc.llcalon
cond,tionr ot !d.. ttlcluotHG txos€ ttMtrtD wannllrrrts ar,ro r,fuf.6iii
q?AG
ConstrucllonPlo<tuclr 7)
Ertuthono t embranc
AllCornor!
arT,or2A Plnt.d In u sA 2r8. D^,/Gpsl,eou
NOTE
DATE
- COPY OF PERMIT TO BE KEPT ON JOBSITE
June 1, 1987
\iq \tt*:=
department of community development
TO BE FILLED OUT COMPLETELY PRIOB TO ISSUANCE OF PERMIT
TYPE OF PERMIT
DXeutLor'rcn elecrnrcnl
I-I MECHANICAL
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
nn!
1. TYPE OF CONSTRUCTTON I ll ul lV V
2. @CUPANCY GROUP A 8 EH I R M
DIVISION t22a34
cENERAL OESCRIPTION OF WORX :
-
PFPI ATF FVTSTTNC qTNFUAI K I TTI.I
PERMIT NO.
z
tr
f
BUILDING A nnn nn
ELECTRICAL
PLUMEING
CUB & SIDEWALK I'ECHANICAL
TOTAL $ 6.s00.00
WPE GROUP G.B.F.A. VALUATION PERMIT FEES
BUILDING PERITIT 86 .00
.(
$f,--
J
r..,
a<l
\
G
P!AN CHECK 56. 00
ELECTRICAL 45.00
NEW() ALTERATION I AODITIONAL REPAIRXX PLUMBING
DWELLING UNITS
-
ACCOMMODATION UNITS
-
MECHANICAL
HEIGHT IN FT.
-
NO. FIREPLACES RECREATION FEE
INSULATION: TYPE THICKNESS R-VALLUE DESIGN REVIEW BOARO
CLEAN.UP DEPOSIT 100.00
exr we_.sl lfal 1&l USE TAX i00.00
ROOF
TOTAL PERMIT FEES r 387.00
JOE NORRIS ,t June 1, 1987
ADDITIONAL .,-ft?Tlt-"f,tl-dftN - - - - Sdf.. l, rse7
INING ADMINISTRATOR DATE
)NING & BUILDING NOTES:
oeuo \ | l/\l
I hereby acknowledge that I have read this application, filled out in full the intormation required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
review approved, Uniform Building Code and other T fun applicable thereto.
:LEAN UP TO'!
ffi[ffiP-ons7
Po r3rx sVt q Va,t
/
OR FOR HIMSELF
JoBNAME: SCoRPIo SIDEWALK
lmur Scorpio Condo. Assoc.
Box 57
MAIL ADDRESS
GENERAL
CONTRACTOR
rrnu NEDBO C0NST.
rown or vrt nec. no. 251-B
ELECTRICAL
VALLEY ELECT.
rowru or vatt- neo. no. 156-E
827-5772
PLUMBING
CONTRACTOR
TOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO.
CONTRACTOR
OTHER
CONTRACTO
TOWN OF VAIL REG. NO.
TELE,
lh. prlnbry/vail
CONSTRUCTION PERMIT
NOTE - COPY OF.PERMIT TO BE KEPT ON JOBSITE
e66 5- l- G-?THE
1
FOLLOI,IING IS NEEDED FOR FILING PERMIT:Letter from condo assn. (IF AppLICABLE
2 Sets pf complete drawingsTexplanatiofim il taiillT
depsrtment of community development
*****PLEASE FILL OUR hJHERE THE (X) MARKS ARE
To BE FiLLED our coMpLETELy pRtoR To tssuANcE oF pEBMtr
TYPE OF PERMIT
I gur-otNc D pt-ul,tgr.tc
[] elrcrnrcRL tr FoUNDATtoN
I MECHANTCAL !
r. TypE oF coNsTRucTtot{ I I t |v v
2. OCCUPANCV GROUP A8€H I R M
2.
z9
k3
BUILOING oooo.o c2
ETECTRICAL 5Oo. o C) X
PLUMBING xw-0t4.u-V7 MECHANICAL Xaol*l a g;a.6-.-*^- l
TYPE RQUE G,R.F.A. VALUATION PERMIT FEES
X
X
X
X
X
I
lh
LEGAL
I DESC.
LUI tsLK-
FILING
BUITDING PERMIT r& .e
PLAN CHECK <L-e
'JoB NAME, $co, otoaiA_a4r-l+ ,rr*p,7t.ELECTRICAL 4s-Q
OWNER neue '-l nrP'ro LOz*O 4<..
no,.oon*rr. {ftv f 7
NEw( ) ALTqRATtoN ( ) ADDIIoNAL( ) nepiint PLUMBING
ADDITIONAL PERMITS NEEDED:
N INITIAL
DWELLING UNITS
-
ACCOMMODATION UNTTS
-
HEIGHT IN FT.
-
NO.FIREPLACES
INSULATION: TYPE THtCXNEss F.VALLUE
ST. CUT
BLASTING
PARKING
MECHANICALrt,
cnv Vni l, (o en.8)7-5zi RECREATION FEE \
ARCHITECT rcuf.otrafu. f OESIGN REVIEW BOARD
ulrr monFss /(c rS?
crrY lh; | , Ct pu.g)7-Sa.
CLEAN.UP DEPOSIT /oo :e
USE TAX /oo-*
GENERAL
CONTRACTOR
o^u AJerlLc(n t f
rowlt or vlt neo. ruo. ?) {-./J
rcte47t-,-*}n t -
TO-IAL Pqryfitr FEES '-2.8,4,.eo
J-o-r-:fl- -DATE '
ING & BUILDING NOTES:
)rr..r*,.o.-
CONTRACTOR
,,^" eo-)o l/llle,, Elq.Jt'f
rowru or'vnru neo. Ho.
t..r. 8)?-57i>- .
PLUMEING
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
TELE.
MECHANICAL
CONTRACTOR
FIRM
TOWN OF VAIL FEG. NO.
I here.by acknowledge that l.have read this application, filled out in full the information required,completed an accu.rate plot plan, and state that all the information provided as required is coirect. iagree to comply with the information and plot plan, to comply with alt Town ordinances and statelaws, and to build lhis structure ac^cording to the Town's i6ning and subdivision coOes, OeJignreview approved, Uniform Building Code and other odi
X
FOR HIMSELF
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
TELE,
E)
on
3
INSPECTIONTOWN OF
REQUEST
VAILPERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGBOUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEEB
" PLYWooD NATLTNG GAS. PIPING
tr INSULATION
T] SHEETROCK
POOL / H. TUB
FINAL
ELE
tr1
ryF
trC
o
MEGHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr APPROVED
CORBECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
o
/t( . /+-19'z-.6 ,
PF.OJ ECT:
DATE SUBI'IiTTED: q /3
COI".i4ENTS NEEDED 8Y:
BRIEF DESCRIPTION OF THE PROPOSAL:
I IITTP.-DEPARTMENTAL REVI El^,
S''. o ,( ur,,, "o ,'-:ft'
-P, ', ,
fr>r .- S1 \v'
TE OF PUBLIC HEAR]NG
Con/,x .-et.7 Tuo
",y'',f " tt"'(-ToLt/-
PUBLICI.,ICRKS 4 | /p.eviewed by:_ /<,f- _Dut"_-4//6/gz
Ccnneni.s
ctu ^, fo -\,.,LV{^ v,4-e.(
Fi RE DEPP.RTI,IENT
Reviewed by:
Conments:
POL]CE DEPARTMENT
Reviewed by:
Con;-,rents:
RiC i:iATi ON DEPARTI,IENT
Reviewed by:
Co;;ants:
Date
Date
flafo
lnwn
75 south trontage road
yail, coloredo 91657
(303) 426_7000 olflce ol @mmunlly devetopment
April 3, L987
Mr. William PierceP.O. Box 57Vail , Colorado 81658
Re: Scorpio, Davie and pownell projects
Dear Bill:
The Design Review Board at their meeting on Wednesday, April 1acted on the following projects;
Scorpio Downspouts
The board did not approve using black pVC, but suggested coppperdolrnspouts that could acquire patina or else a metal downspoutthat could be painted a color to blend in with the building.rectangular if possible. The vote was 5-O in favor of thedownspouts with these modifications.
Davie Residence
The hot tub enclosure
and the change in the
Pownell Residence
was approved as were the material changesdriveway. The vote was 5-O in favor.
upon the
replacernentthe driveway
The approval based on the vote of S-O was contingentapproval of the Town Engineer, and the relocation orof the evergreen tree. We wish to remind you thatmust be paved.
We appreciate the fact that yourBiIl. ff you have any guestions,call.
submittals are so cornplete,please donrt hesitate to
Sincerely,A4Betsy Rosolack
Planning Technician
Project Application
t
Proiecl Name:
Proiect Description:
Contact Person and Phone
Architect, Address and Phone:
Legal Description: Lot Block Filing Zone
CommentB:
APPROVAL
Design Review Board ltttI'* //r/r 1
DISAPPROVAL
E statt Approval
LIST OF MATERIALS I
NAME OF PROJECT:
LEGAL DESCRIPTION:
STREET ADDRESS:
DESCRIPTION OF P
The following information is required for submittal
Board before a final approval can be fiven:
A. BUILDING MATERIALS: TYPE OF MATERIAL
t
Roof
Si di ng
0ther tlalI Materials
Fasci a
Soffi ts
t,.li ndows
}lindow Trim
Doors
Door Trim
Hand or Deck Rails
Fl ues
Fl ashi ngs
Chimneys
Trash Enclosures
Greenhouses
0ther
B. LANDSCAPING: Name of
PLANT MATERIALS:
PROPOSED TREES
by the applicant to the Design Review
COLOR
Des i gner :
phone:
EXISTING TREES TO
BE REMOVED
Common Name Quani ty Si ze*
for conifers.
(over )
Botanical Name
*Indicate caliper for deciducjous trees.Indic;ite height
'PLANT MATERIALS: Eotanical Name(con't) -
SHRUBS
EXISTING SHRUBS
TO BE REMOVED
Type
GROUND COVERS
Common Name . Quanity Size
Square Footaqe
s0D
SEED
TYPE OF
IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
C. OTHER LANDSCAPE FEATURES (retaining wa1ls, fences, swimming pools, etc.) please specify.
CONSTRUCTION PERMIT
rrtment of community development
TYPE OF PERMIT
Itfn
BU ILDING
ELECTRICAL
MECHANICAL
f pruMerNc
I rounoRrroN oNLY
m sidi n
LEGAL
LJ tr J\-.
LOT BLK
FILING
I JoBNAMF: scorpio condominium Bldq
OWNER NAM E
MAIL ADORESS
CITY PH
ARCH ITECT FIRM
MAIL ADDRESS
CITY PH,
GENERAL
CONTRACTOR
rrnrrr Wineman Const. Co.
MAIL ADDRESS
ELECTRICAL
)oNrRAcroR
FIRM
MAIL ADDRESS
PL U IV'IB IN G
CONTRACTOR
MAIL ADDRESS
IV ECHAN ICAL
CONTRACTOR
FIRi,1
MAIL ADDRESS
-
OTHER
CO NTRACTOR
F IR [,,!
MAIL AD DRFSS
crrY PH.
!h€ prlniery/varl
\
DArE 10-27-80 PROJECT NO.-0 It h q
I. TYPE OF CONSTRUCTION I II III IV V
2. OCCU PANCY G ROUP ABE H IR M
DIVISION I2 2a 3 4
GENERAL DESCRIPTION OF WORh :
Re-sidinq texture i
BUILDING
PLUI\,IBING
PERMIT FEESTYPE GROUP SQ FI VALUATION
BUILDING PERMIT
E LECTR ICAL
PLUMBING
NEW() ALTERATION ( } ADOITIONAL O REPAIRO
DWELLING UNITS
G.R.F.A,-
ACCOMMODATION UN
COMMERCIAL SYST
-
RESTAURANT SEATING
HEIGHT IN FT.
-
BATHTUB/SHOWER
NO FIREPLACES
-NO.
TOILETS
COVERED PARKING
-
UNCOVERED PARKING
OESIGN REVIEW BOARD
CLEAN.UP DEPOSIT
TOTAL PERMITfEES
ONING ADMINISTRATOR
plp/tu
"r;{-4,4- -INSULATION
R-VALUETHICKNESS
FLOOR
EXT. WALLS
ROOF
ONING NOTES:
lHl:RUBY ACKNr)Wl,ED(;l: TtlA',I I ll.\ \'tl
Rl:AD THIS APPI-lCATl()N AND STAl U TllrlT Tllt
AB(tVE lS C()RRtiC'l Ar_L AGRIIE I I) (lO\lPl.v
wtTl{ Al-1, T(|wN r)Rl)lNANcEs A\D STAII'
I.A\tS RF.(i?1RDtNG tst'tl,DtNC C()\STRl Cl l()\
VAIL WATER & SAN, DIST. TAP FEE I
SPECIAL NOTES:
PERMIT NO.
/': ' > c0l\srRticricNPEfii'iilr-L-.-. , ) I 'lvv t l\Jl\ t r-i\Iv!! ! pi15 ro\ra\ao pilci:ci' No.-
, ", /- r
ir '1 ". "':':
1r'/ i l. TYzc 0F coNST,-(U:TrOri I ril I v v {
.-::., -. t -:l -- | |
Cepsr'.r:rir:: cl cc;:lmunity Cevelopmant | :. o:cuar;rcv crouR Ao€HrRu ll I ij',r:i-.'i3 ! as..o(>dtei
, !,r-:;.,r
:::^ rr r'.-. , +
! ? 2.: 3 4.iY:: O: P:RI,I:T
L _..:
!:G iL
:1:._^
EtlCltilCAL ,l
:;i3Cr:':',liCi.L fl
PL U !illriic
FOUIID^TION ONLY
i:t
-CT PAtrr-rlstt\31
:r : r r c rJstu-$l\Lea*-.zpo-S\tu-
VNI.IATIC:J
:,i:1"'1 ) ./1l-iirii,\ircN i ) il)l)rliolir.L( ) il5i,.r,:it i )
l./;ri ri-,o;cS E){
c.n,i A.
r-r: rc lrT l r'i i"l
r:r arr, r\.' ' r (
co l.,1 r.{ ! n c!.\L 5Y5T .- 6 5 5 l
^J
f r r,:.r T gE /,T t j.l c
i...-atli';:,a':i!:_
" 4-oo^
It )^t, t ^ t,ifaa.
J.-v i.,\ r L,J.-J.
D f,l:-iTU 3/9ii 0\i/e R
t,tt'!.jr t. u \',\(. i: \.'r ) !. 1.!.:)t; r: i r r ,1 : i i:.r i i
it,f. 4 b T | | |:l i
",
| :,| c A f ) t t :: A :, : )', :,\'.., Y r, ^ ; :r, !
,r:ir;v!: l\ (l/:rlii: : ^r;;,) ^r;i.?,,.'.tt t'(.;\,i:.\'
i,,1:cllAi.r icA'.
a!-) 1 ?r-'.' LF.
^.i
I ei\I-\
, - ..." - o..a€o <
c'. ::Aii. r.i ? j a? c l.t'l
.\ -.::-.1 r I!-:.\:ni\-
LU,\ii\/\U'(./.i
:1
No FIREPLACES
-riO,
TO rr ITS
COVERSO PARKI}IG
-_
UNCO!!REO PARKING
I i'i s u r-/.'T ic N
E XT. \^/AI.IS
T\J PE TirlCKNS:S
J -EC:
::C l-AR:
V,\1. i'/ 'f :I i
qtc,4':t \rnT
!-:,'i
:.:.(.
, 1,,,^^^.
.5i:( -il:.. ia:/ r:i: :
'J ,t
CT:i:R
,*rt"roN REeuEsr
DATE /'/-f r JOB NAME
READY FOR
LOCATION:
CALLER
BUILDING:
tr FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL/ H. TUB
tr FINAL
ELECTRIGAL:
tr TEMP, POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
tr DISAPPROVED U REINSPECTION REQUIRED
CORRECTIONS:
INSPECTO
CONSTRUCTION PERMIT DArE 3.25-82 PROJECT NO.--
department of community developm€nt
TYPE OF PERMIT
Nil {j PLUMBTNG
L-] FOUNDATION ONLY
BUILDING
ELECTRICAL
PERMIT NO.
I, TYPE OF CONSTRUCTION I II III IV V
2. OCCUPANCY GROUP ABE H IR M
122a34
GENERAL DESCRIPTION OF WORK :
Repair of fi
removar'of existing trash chute
& patch resultinq hol
PERMIT FEESTYPE GROUP SO, FT. VALUATION
BUILDING PERMIT
) ADDITIONAL I REPAIR (NEWO ALTERATION
COMMERCIAL SYST
-RESTAURANT
SEATING
HEIGHT IN FT,
-
BATHTUB,/SHOWER
NO FIREPLACES
-NO,
TOILETS
COVERED PARKING
-
UNCOVEREO PARKING
TOTAL PERMIT FEES
ING NOTES:
-"^"'";,",1",X:,,::1,:'l""'ff :;;i,":,,'^i;:'ih/'
ASoVE IS CORRECT AND AGRET:'I'o (]O}IPI,Y
WITH ALL TOWN oRDINANCES ,IND STA'I'I]
I,AWS RECARDING tsT]I I,DI NG CONS'I'R LICTI()N.
VAIL WATER & SAN. DIST. TAP FEE :
SPECIAL NOTEST
N MECHANICAL
LEGAL
DESC-
IOT BLK
FILING
JOB NAME: Scorpio Remode'l
OWNER NAME
MAIL AOORESS
CITY PH.
ARCHITECT FIRM
MAIL ADORESS
CITY PH.
GENERAL
CONTRACTOR
ernu Gi bbons:rylurphy lan€L_l
MAIL ADDRESS
ELECTRICAL
FIRM
MAII AODRESS
rNrr{AUruK
PLUMBING
CONTRACTOR
MAIL ADDRESS
MECHANICAL
CONTRACTOR
FIRM
MAIL ADDRESS
OTHER
CONTRACTOR
FIRM
I\.IAIL ADDRESS
CITY PH.
L rLry/varl
CONSTRUCTION PERMIT
department of community development
I'YPE OF PERMIT
PLI..IMBING
FOUNDATION ONLY
DATE --- PROJECT NO a" E1
r
F
lnr*n
Lit lirl
x
:: .-
BUILDING
ELE CTRICAL
i": ECH AI..JICAL
PERMIT NO.I,TYPEOFCONSTRUCTION I II III IV V
2. OCCUPANCY GRO UP A B E H IR M
DIVISION L22a34
GENERAL OESCRIPTION OF WORK :
BU IL D It,IG
ELECTR ICAL
MECHANICAL
PERTUTT FEftSTYPE GROUP SO FT, VAI,IJATION
B IJ ILD ING PER 1\,I IT
ELECTRICAL
PLUMBIN6
NEW( } ALTERATION(Y) AODITIONALO REPAIR(
RECREATION FEEDWELLING UNITS
-
ACCOMMODATION UNITS
c.RF ^ A
-
BEDRooMs
COMMERCIAL SYST
-
RESTAURANT SEATING
HEIGHT IN FT..
-
BATHTUB/SHOWER
NO FIREPLACES
-NO,
TOITETS
COVERED PARKTNG
-
UNCOVERED PARKING
OESIGN R EVIEVr' EOARD
CLEAN UP DEPOSIT
TOTAL PERMIT FEES
ONING N OTES;
INSUTATION
THICXNESS R.VAL U E
I llgRl:8L1( KIlll^l.t-l)(;f: 'llli\T I l1^\'f:
tr!:AtJ TtI ts '|Ft,t(; Tr'lr jr t, 5T,\: ] Trl ^ ; I Il i
AllarVt: lS (i)laRl:(:l Alil, ^GRLt:
1r) ((r\lPl,Y
wlTlf Al,l, T()$r_ r)Rl)t:A.\..(t:s Asl) sr\'l}.
!.AWS Rl:(;ARDISC St ll.lrllt(i (it}islRl-( lli)\.
ELEC:
VAiL WATER & SAN DIST IAP FEE
SPEC IAL NOTES'
Li.GAL
DESC,FILING
JO8\]ANIE: 5e.*,n)Gfl,
OWNER
ARCH ITECT
GENERAL
COI'IIRACTOR *o., oroatssf o. -Ba*-
/tC.
v A:t 18Q8lsSELECIRICAL
NT RAC.TO R
PLUIU BING
CONTRACTOR
c .r,1,ti /l zrz--.t
\'ful',lrCllAN!
CCNT RACTOR
OTH ER
COr'lTn'ACTC
',' S;L ADDRFSS
-).
JOB NAME
INSPE9TION:
(,,\-.,-
:.l)v "''L..'J-<;zt; *
CTION REQUEST
TOWN OF VAIL
,r.. *, ,.('{.-.i'
,' (.1,
.2.a.-.7' Ll
7,'srt
DATE
READY FOR
LOCATION:
CALLER
ES WED THUR
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr POOL/ H. TUB
tr SHEETROCK NAIL
tr HEATING
tr EXHAUST HOODS
SUPPLY AIR
tr FIN.{L tr FINAL
VED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
TOWN OF VAIL
INSPECTION CARD
(MUST BE POSTED ON JOB SrrE)
CONTRACTORS NAME Lrc. No.
General Contractor: 6tBBoA/s - 4r u 'nh f) Ct "c*. e.r, J23-,1 ,
Excavator:
Foundation:
Plumber:
PERMfT No. fff
Electrician:
Mechanical:
Framer:
Insu lator:
Dry Wall:,
Painter:
Rooler:
CONTRACTOF NAMES AND LICENSE NUMBER MUST BE LISTED
INSPECTIONS
Excavation
Footings / Steel
Foundation / Steel
Ground Plumbing
Engineering (Uti lities)
Temp. Electric
Rough Plumbing - D.W.V.
Rough Plumbing - Water
Rough Electric
Gas Piping
THE ABOVE TO BE COMPLETED AND
Rough Framing
Insu lation
Sheet Rock 1*
Exterior Stucco Wire Nailing
Final Plumbing
Final Electric
Final DRB
Elg.lnspggl,go
Final Engineering (Utilities)
Final Building
APPROVED BEFORE PROCEEDING
DISAPPROVED APPR(
UPON FINAL APPROVAL OF ALL ABOVE INSPECTIONS. RETURN THIS CARD
TO BUILDING DEPT. FOR ISSUANCE OF CERTIFICATE OF OCCUPPANCY
$25.00 REPLACEMENT CHARGE FOR LOST INSPECTION CARD
FOR INSPECTTONS CALL 476-7000, EXT. 235 0R 247
24 Hours ln Advance
Between 8:00 a.m. to 4:30 p.m., Monday Through Friday
DISAPPROVED APPROVED
APPROVED
''r"r*ctoN neoue3r
TOWN OF VAIL
., r' : li!,
DATE ;'r',r'i. '- JOB NAME
READY FOR
LOCATION:
INSPECTION:MON WED THUR FRI PMAM
BUILDINGT
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W,V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
. ROOF & SHEERu pLYwooo NATLTNG tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
ET SHEETROCK NAIL tr
Dn
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL:
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FJNAL tr FINAL
B.APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
S-Tt= ve-
4rE6 M9a,rE 3 .
Fet€prpryo {s/Ez )
F lArr'Tu,3 t4rEB t
d E. A\tf f'e{iFoct I
A zA4o 66, rree . IExrt 6rrEAED turreno I,F ?A Io Bc C} ED
dJT o*r to5 tlr+ 'r '
Ft<e. D'-P acrt-r€ltrt
eex.afltsrJ '\!fic€..
png.
2A 4o g; Nor. AVA/LA3LE
AffRt-,,6rt 9, rr) t ta ltl g G-e-e.t3', 7e:z.EpH o.v E .
-;(
to be imprementcd at the scorpio condominium Building. Accordingto the conversatj-on which you and I had at the Town of.VaiI' :
Building Department on February 12, 1982, it is my understandingthat, the forrowing measures wi-rr satisfy alr Town of Vail, FiieDepartment and relevant building and fire code requirenlentrforthe Scorpio Building it j.ts existinq confiquration.
rt: ,:.
I
:
t'
'- in E Fl nv6 pu,ec4o.
E -T.NG u ts,A&.r ,. ,-=*
4a oo pc lo pouttt>
Rr:,7
'i\1 oF )A 4-o k"
3lto/ez
:
t.
Pnr-5es<oV
March B, 19B2
Mr. Mike l4cGee
Fire Marshall
Vail Fire Department
42 West Meadow D:iveVail , Colorado B 16 57
Dear Mike:
The purpose of this letter is to review the corrective 'measures
L The dry stanclpipc in each of the two stairwellsshal l rema in .
mL^ .,^r- -L--.-l*i'lne \,ler s E.andprpe near the elevator at each floorshall be repaired if necessary and maintained inrn n r'\a r.r + j n-. 1 ',WCL', COnditiOn\?\./tlLll_ LIvtl.
The existing hosc cabinets near the elevator willbe replaccd with new Potter-Roemer 1302 E cabinetassgmblies with 2AfOBC fire extinguishers in l_ieuor hoses. The doors will be 1ocked with a."break-glass" access opcning
At the request of the Scorpio Condominium Association,the existing rubbish chute will be removed.and thefloor openings filled-in with concrete d.ecking andfire resistive gypsum drywall ceilings to maintainrlro annrn-r'i rf n iloor-to-f Ioor fire separationLv I. I \J IJ L
Existing sprinkler head .in the ground floor store-
room shall be repaired if necessary and maintainedin an operable condition
3/zt/6 e.
l'{r. Mike
l'larch 8 ,
Please
these
l4cGee
1982
call me at 47G-35I0
i-tems.
if you have
Best regards,
14.
Ronald A. Todd, Architect
P.O. Box 1753Vail l.lational Bank BuildingSuite 307Vail, Col-orado 81658
RAT:dd
cc:Tom Rost
Scorpio Condominium Association
t
'I
*'l.
:t.. tr
CONSTRUCTION PERMIT
d€partmont of communaty danelopment
TYPE OF PERMIT
Tn
E
Inn
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION ONLYRe-roof
LEGAL
DESC.
LOT B LK
FtLtNG Alpborn_OSndos__
JP{NAME: Alphorn R*roof
ER NAME
MAIL ADDRESS
CITY PH,
ARCHITECT FIRM
MAIL ADDRESS
CITY PH.
GENERAL
CONTRACTOR
12?-S
rrRu Ace RoofinE
yallagppggg Box 276
crrv Glenuood SpEs. ps
E LECTRICAL
cOAcroF
FIRM
MAITADDRESL
CITY PH
PLUMBING
CONTRACTOR
FIRM
MAIL AODRESS
MECHANICAL
CONTRACTOR
FIRM
MAIL ADDRESS
OTHER
CONTRACTOR
FIRM
l\ilAlL ADDRESS
crrY PH.
DArE 6/&/79 PROJECT NO.N--285
285PERMITNO.
r. TYPE OF GONSTRUCTION I II III IV V
2. OCCUPANCY GROUP ABE H IR M
DfVfSION r22a34
GENERAT DESCRIPTION OF WORK i
thnnve rrnf i ng, instal I insrr]ptinn,
re-rcpf
BUILDING
ryPE GROUP SO. FT, VALUATION PERMIT FEES
BUILDING PERMIT
PLUMBING
NEW ALTERATION ADDITIONAL REPAIROI )
DWELLING UNITS
G.R.F.A.
-
ACCOMMODATION UN
COMMERCIAL SYST
-
RESTAURANT SEATING
HEIGHT IN FT.
-
BATHTUB,/SHOWER
NO FIREPLACES
-NO,
TOITETS
COVERED PARKING
-
UNCOVERED PARKING
DESIGN REVIEW BOARD
CtEAN.UP DEPOSIT
TOTAL PERMIT FEES
{J . L. Z-usJrE-._
UILDING OFFICIAL
ING ADMINISTRATOR
NING NOTES:
INSULATION
FLOOR
EXT, WALLS
ROOF
R.VALUE
LA\tt B,€GrRDINtt..49tl,tDtllc COlyslR,{JcTl()N
Pald By: Walt Stoue -X
I HEREBY ACKNO\['LEDGE
'"A' ' "OU",- \'$
READTHTS Aptl,JgATtoN ANp srATE rHot tnt (l\'. \
ABOVE IS @RIrECTAND AGRSE TO CO54?LY
WITH ALT TOWN/ ORDINANCES A$II'
'TATF
ORDINANCESVAIL WATER & SAN, DIST. TAP FEE :
SPECIAL NOTES:
!i-, l t\J! I t\-, \., I A\r/rt I {l-a t!!il I
Farlrtr ent of community development
TYPE OF PERMIT
PLUMBING
nallt
DTa
u
D
D
BUILDING
ELECTRICAL
I,4ECHANICAL
FOUNDATION ONLY()-z v oo r",---
EGAL LOT-BLK-_ V-
ln , nFILING d,(P'Lr-mri^. Lehdcq
fBNAME:t/-{Lvr(,T..ir, a), ,i ^uru
RCHITECT
3ENERAL
NTRACTOR
LECTRICALItt1
,LU[,t8ING
.NTRACTOR
ECHANICAL
TNTRACTOR
OTHER
)NTRACTOR
NA',IE
I,! A IL ADDR ESS
CITY PH.
FtR r,r
IIA!L AODRFSS
CITY PH.
,,*,, Ac* (2+n ,t -affi
.ITV PH
FIRM
.J,TLJDDL
FI RII
r,rAtr- AooREss
F lR i.,l
I.I A!L ADDR ESS
F IR
'\(
MAIL ADDRESS
criY PH.
s67E G/b /?9 9ROJEgT NO.
N9PERMIT NO.
PERMIT FEES
i\q 1 r -4-
tvQt"
'7
4,{ ,7 --- ;t->
treYE
ONING ADMINISTRATOR DATE
NING NOTES:
I HAREBY ACKNOWLEDCE TIIAI I HAI'E
READ THIS APPLICATION AND STATE ?TIAT TIIE
ABO\I!: tS CORRECT A.ND ACREE TO CO5IPLY
WITII ALL' TOWN ORI)|NANCSS AND STATE
LA tVS RECARDINC BUIT,DINC CONSTRUCTI0N
!,.TYPEOFCONSTRUCTION I II III IV V
?.OCCUPANCYGROUP aa e H t@r,,r
orvrsroN Qz z^ t a
GENIITAL DESCRTPTTON OF WORK ,;
K'e ^x,ov€ (\ouFt)
) lV S o,LAl / /'&' i n
BUILDING
PLUt!4 BING
MECHANICAL
TYPE GROUP SO. FT, VALUATION
BUILDING PERMIT
PLAN CH ECK
ELECTRICAL
PLUMBING
NEWil ALTERATION () ADDITIONALil REPAIR (
RECREATION FEEOWELLING U NITS
G.R.F.A.
COMMERCIAL SYST
HEIG HT IN FT.
NO FIREPT!CES
COVEREO PARKING
-
ACCOMMOOATTON UNITS_
BEOROOMS
-
RESTAURANT SEATING
-
BATHTU B,/SHCWER
NO. TO IL ETS
D ESIG N REVIEW BOARD
CLEAN,UP DEPOSIT
TOTAL PERMIT FEES
INSULATION
TH ICKNESS R.VALUE
VAIL WATER & SAN, DIST. TAP FEE :
t | ) - .,
,jti".*,r'\ * - 4-c.c.el
EUILOING OFFICIAL
DATE.
'-, - I-^.--.
READY FOR
LOCATION:
JOB NAME
MON
CALLER _:L ,'i {t,THUR' FRI
. t; I t",r{-
.----t'rTUES fi'IED )\--=-'J
INSPECTION REQUEST
TOWN OF VAIL
----{-; rt
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
tr FOUNDATION / STEEL
tr FBAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
-" . .,. t--IflNAL .'.{.'). 1\ ,.,y it..l',. j' trF|NAL
I
ELEGTRICAL:MECHANIGAL:
tr
tr
tr
tr
TEMP. POWER N HEATING
ROUGH D EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
6-APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
TOWI{ OF ltAIL
ElUILtrlII\IG PEFIMIT
BUILDING
EXITS REO.
DATE OF APPLICATION h' T A 19
MAIL ADDRESS NEW(I ALTERATION( I ADDITION ( I REPAIR ( I
USE OF EUILDING
SO. FT. OF BLDG.HEIGHT IN FT.OFF ST, PARKING
OFF ST. LOADING
NO. OF LIVING UNITS
SO. FT. COMMERCIAL
WATEF( I FOFCED AIR ( I ELEC UNIT
LOT BLK FILING
INT, WALLS
1. TYPE OF CONSTFUCTION I II III IV V I HR
2. OCCUPANCY GROUP A S C D E F G H I J
DlvtstoN 12 ? 4
SPECIFIED PLAN CHECK FEES
FI RE SPRINKLERS
SMOKEPROOF ENCLOSUBE
ENEFAL DESCBIPTION OF WOBK
e-n'Dtr t
AREA SEPARATION
OCCUPANCY SEPARATION
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VARIANCE
UNCOVERED
APPLICATION
PLAN CH€CK
/?e
PERMIT
-H
I HEREBY .{CKNOWLEDGE TH AT\-I- HA
.l
1lp "yn/(u. "/l
a
APPROVAL
REc
^RD)rlc
BtnlntNyEoN tffu/r tor.
\o INSPEGTICI FIEOUEST
TOWN VAIL
t,"DATE
TIME RECEIVED- AM PM
B NAME
CA
n ornrn tr pnnrral LOCATION
READY FOR INSPECTION
WED THUR
I orsapPRovED
FOLLOWING CORRECTIONS;
APPROVED
I upou rHe
I IREINSPECT
CORRECTIONS
INSPECTOR
DATEry
,4,
-
./It/
Projocl Name:
Project Application
Project Description:
Owner Address and Phone:
Architect Address and Phone:
Legal Description: Lot Block Filing
Zonel
Zoning Approved:
Design Review Board
Date
Motion by:
Seconded by:
DISAPPROVALAPPROVAL
Summary:
Zoning Administrator Chiel Building Oflicial
Proiect Application
Date
Project Name:
Project Description:
Owner Address and Phone:
Architect Address and Phone:
Legal Description: Lot Block Filing
Zone:
Zoning Approved:
Design Review Board
Date
Motion by:
Seconded bv:
APPROVAL DISAPPROVAL
Su mmary:
Zoning Administrator Chief Building Off icial
CONSTRUCTION PERMIT
€partment of communaty development
TYPE OF PERMIT
'.E zutlotttc E/pluMerrucE-ElrcrRrcll n rouruoRnoN oNLY
I MECHANICAL I
LEGAL
DESC.
LOT BL K.-^runeSca@A--
AME Q*r,,t tJ*_T'-rn
ER nmt*,^,pld Co.r,ra,44
MAIL ADDRESS
CITY PH.
ARCHITECT FIRM
MAIL ADDRESS
CITY,,- r r l^^ Plk
GENERAL
CONTRACTOR ffi
FIRM
.ffi'^T?3h MAIL ADDRESS
PLUMEING
CONTRACTOR
FIRM
MAIL ADDRESS
MECHANICAL
CONTRACTOR
FIRM
MAIL ADDRESS
a\tTv pH
OTHER
CONTRACTOR
FIRM
MAIL ADDRESS
CITY PH,
t J /-a -)sslE ///oL PRoJEcr No.
N9PERMITNO.l.TYPEoFcoNSTRUcnoN t tt rrn@
2.occuPANcYGRouP ne e H tn6^)
DIVISION t22a34
BUILOING
PERMIT FEESTYPE GROUP SO.FT. VALUATION
BUILDING PERMIT
PLUMBING
NEW( ) ALTERATION ADDITIONAL() REPAIR
UNITS
-
ACCOMMODATION UN
COMMERCIAL SYST
-
RESTAURANT SEATING
HEIGHT IN FT.
-BATHTUB/SHOWER
NO FIREPLACES
-NO.
TOILETS
COVERED PARKING
-
UNCOVERED PARKING
DESIGN REVIEW BOARD
CLEAN.UP DEPOSIT
TOTAL PERMIT FEES
ADMINISTRATOR
NING NOTES:
INSULATION
R,VALUE
IItl/)
/v , r"*e"" AcKNowLEDGE TtAT r HAVE
READ THIS APPLICATION AND STATE THAT THE
ABOVE IS CORRECT AND AGREF: TO COMPLY
ORDINANCES AND STAI'EVAII WATER & SAN. DIST. TAP FEE :
SPECIAL NOTES:
gE
E. Y-qP- o
S/
,"{, \-\
L}
qt
(r
Lf-r
\q
\
+
a\,
EU\
t;dttg
\s
a
s+
F
.<
,L
ag
''-J
,J .-\-A\(!-r-\'c)
-s+
.r l4td
o19 -'l
ogt
€4 {--='.-..
e3?i 5{
.F3a
*.9P
€-
.d\
F
--6
-s
a-------'
IITSICTIoN REQUEsT
I9v-*
a.7DATE
BEADY FOR
LOCATION:
JOB NAME
CALLER
INSPECTION: MON TUES
BUILDING:
tr FOOTINGS / STEEL
PLUMBIN G:
IGRO
1/ D.
1/W
IPIN(
'H. T4t
:
CAL:
'tG _
ST I-
r Att
tr UNDER OUND
D FOUNDATION / STEE_tr ROUGH D.W.V.
tr FRAMING tr ROUGH WATER
tr INSULATION trGAS P
tr SHEETROCK NAIL o PooH
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH N EXHAUST HOODS
D CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
EI APPROVED
CORRECTIONS:
D DISAPPROVED tr REINSPECTION REQUIRED
oerc t:- :s:i-#toB
NAME
INSICTION REQUEST
TOWN VAIL
THUR FRIREADY FOR INSPECTION:MON
CALLER
TUES
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDEBGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V,
t] ROUGH / WATERtr FRAMING
tr INSULATION
tr SHEETROCK NAIL tr POOL / H. TUB
tr tr
otr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
C] CONDUIT tr SUPPLY AIR
tr
tr FINAL E FINAL
tr APPROVED
CORRECTIONS:
.tr DISAPPROVED
$Er$Et
NSPEC-T.|ON BEQU I RED
DATE INSPECTOR
INS|ICTION REQUEST
TOWN OF VAIL
--AM
READY FOR
LOCATION:
INSPECTION:
DATE
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
tr INSULATION
O SHEETROCK
tr GAS PIPING
NAIL tr POOL / H. TUB
tr
tr FINAL tr FINAL
ELEGTRICAL:
E TEMP. POWER
MECHANICAL:
tr HEATING
d nouon B EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr u
E FINAL tr FINAL
tr APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORR€6fEN St /t'.:ia,&42.-' -4;', ------'? -24-/ / ? 2 ?- "V; <: ..'/''/
lNSPEcroR '€zl''- -.-- --*-.=DATE / *.3 -.2€--'
o
box 100
Yail, colorado 81657
(3031 476-5613
department of community development
December 20, 1977
Garrett Snith
Alphorn -Condominiums
Vail, Colorado 81657
Dear Garrett:
The Town of Va1l is amending the Zoning Ordlnance to
allow a limited number of private parking spaces -to be leased
Jn a long-term oasit. I .opv of the proposed ordinance is
enclosed.
Extensive studies of parking utilization were' conducted
during last ski season. These studies indicated that most
p"i""I" parking lots and spaces available even durlng peak ski
season.
You are eligible to lease 3 parking spaces ' If you wlsh
to pariicipate iil tnis leasing program, please complete'!lt^^
enclosed form and. return:.t with ai apptlcation fee of $10.0O
to us for review and approvaL.
DST/di
Enclosure
S. Toughill
Administrator
o
tnun
box 100
rail. colorado 81657
B03l 47F5613
department of community development
Decerrber 20, 1977
Randy Brandmeyer
Scorpio/Vantage Point
Box 276
Vall , Colorado 81657
Dear Randy:
The Town of Vail is amending the Zoning Ordinance to
al1ow a limlted number of private parking spaces to be leased
onarone-termbasls.Ac.opyoftheproposedordinancej.s
enclosed.
Extensive'studiesofparkingutilizationwereconducted
during last ski season ' These studies indicated that most
privale parking lots and spaces availabel even durlng peak ski
season
You are ellgible to lease 3 and 8 parking spaces' If you
wlsh to participite in this leasing program,.please complete tbe
enclosed form and return it with an appiication fee of $10'OO
to us for review and approval .
Sin ly,
ana S. Toughill
Zoning Adninistrator
DST/di
Enclosure
-t; #n
\
THB rHONN76 w
i.J-..--.
'.--'-'--...-
..J--.
-.<-
I,lareh 29, J-973
!Irs. Diana lbughill
Tnnil:g A&ninistrator
ltown of Vail
Vai1, Oolorado 81657
Dear Diana:
Acocnpanfing this letter are ttre folloring:
1. Plans for Alptprn Rrifding C.
2. Iegal deseiptiqr for tlre land to be allocated to
Hrildi-ng C irdicatlng 331750 square feet.
3. DecLaratior of Iard AllocaLion presented to the Torm
of Vail July 19, tr971 allocatiryr 30,000 square feet
to Alphorn Buildirq B. Attached to this is tJre lega1
description.
4. Coglr of the Declaratisr of Lard Allocation frqn the
ltcnm of Vail files with the 301000 dnnged to 331000
square feet.
Itle najrrtain, and I believe Irou @ncur, that ttle 30,000 square
feet is ttre anrctnrt ttlat stpuLt be oonsidered as allocated to
erifding B. Therefore, tlre 331750 square feet is sufficient
for Alphorn llrilding C to rEet tlre flmr area ratio. I€ are
reguesting the plans for Alphorn E.dfdirq C acocnpanf,irq thisletter, v*rictr will be identical to tuiLting B, be presented
to the Tcum Cor:4cil for ttre ltcrvn of Vai1, for ttreir revietar.
,4 qtality condominirm by the deuelopers ol tulaxor Vail
BOX 9' r VAII- COTORADO 816t7
. Mrs. Diana rurghill
Masch 29, 1973
Page 2
If 1ou have anlt €Egrts regardlng tJte above, please og*acttE,
Vey truly yor9,
ffi/$ri
Erclosrn:es (3)
AIBITORN JOINT \IH\TA]RE
o
ALPHORN.
Conmencing at the Southeast corner of Lot D of Vail Village Second Filing;
thence N.25o02r15"W., 138.34 feet to the point of beginning; thence
s.10o18 t 47"W. , 28.9L feet; thence 5.23o02 '15"W. , 47 .67 feet; thence
S.05"55t09rrl|I., 36.92 feet; thence on an angle to the right of 90"00r00"
and along a curve to the left having a radius of 525.00 feet, a central
angle of 01034'51", and an arc distance of 14.49 feet to a point of
tangent; thence N.85039t42"W. and along said tangent 70.65 feet; thence
N.04o20r18"E. , LZL.55 feet; thence N.79o41t13"W., 154.95 feet; thence
N.10618 147"E., 138.42 feeu thence S.79o41r13'rE., 165.00 feet; thence
s.10o18t47"W., 138.42 feet; thence S.79o41t15"8., 94.96 feet to thepoint of beginning; containing 33750.00 square feet, nore or less
3 /(y lY3
:_--lt-
o LA.
STATE OF COLORADO )I ss.conNTY OF EAGLE )
DECLARATION CF. LAND. ALICCATION
depos e. and say tt,ii tLuETGG!
accorCing to my best knowledge,
l' That thie etatement is made in conjunction with the firing of anapplication for a buildiog perrnit to the Town of ,vair and to comply withthe requirements of Articie vu, section 3, ordinance Number z (serieaof f969) Zoning Ordinance for the ?own of l/ail.
2' The description of the buitding eite for the propoeed building ieas follows:
(Des.criptio" -"cription. )
, DEillrg first
statements are
inJormation and
duly sworn upon oath,
true and correct
belief, to wit:
;
;.tI
i,
I
l,
llII
T
It
i.,.
[:ll
?
l.
3. The proposed
feet, and the proposed
dee-
building site containE 33,y'ItE)@ squarebuildingcontaine ffi equare feet
corirpliee to the Floor Area R?tio for the zoning which appliee to thebuilding eite, aa defined io the' aforeeaid zoning_ordinanee.
OWNER
of area as defined in the aforesaicl zorrirffi*iffi
The foregoing affidavit and declaration was subscribed andgvrorn to before sle, ar notary public, byRtl4, aay oi llt;"!;,' -'-:
47.
. thie
"' Cornmissisn exp,;es fexuery 13, ig/+NOTARY PUBLIC
o
STATI Or COLORADO
CO-IINTY OF TACLE
DECLARATiON CF LAND. ALI,CCA?ION
:, (1, ,t.-,:. ( ::,?s_]-< z:,,1 , tlhg ii:'st duly sworr^ uPon oath.
<iepose arci sa7 that thc fol.lowing staten:ents are true and correct
accoil<iing to rny best knowledge, information and belief, to wit:
l. That this etatement is rnade in conjunclion with the filing of an
application for a building perrr:it to the 'Iown of ,Vail and to cornply with
tire iequi.reinents of Article Vii, Section 3, Orciinance Number 7 (Serieo
ol 1969) Zoning Ordinance for the Town of Vail.
Z. ',-he cesciipiion of r)he
as foiiow s:
builoing si'3e fol' tlie proposed buiicli::g ia
feet, ani the proposed building contains ., .--" <o os.;-;e tee;
oi a:ea as del^.red in tbre aforesaid Z.onl:tg Oreiinance.
4-. The p.oposed buii.ding, as i'i reiates';o';l:e buiiding 6ite aiea,
coirrpliee to the Flooi Area R+tio loi the zcni,r.g which appliee to tb.e
{Descripi:.on ilay be attached, ol
^..i ^'.i ^* \r,. rIJ srv.r. .,
g9/oi:1 to
i; ,(t,t dc.y of rJ 'I r t llt.t " L91;+.
I
' -!u^ r, r vi I ..r-. (_\.:; J .v,
nil
ourveyorre ';:\e.?': ey be used ';o show. ces-
3" Tirc piopooed building site eon';air:e
building aite, ao <iel'inecl in the afoleeaid 7,or;i,r,g OrCi:rance.
Ua ''1 G Ec; 't 7 / //':<
, /, )-/. ,/, r-.-_r;Z
f l rti :'cregoing afficiavit and i'eclarat:on was Cuiy subscribed and"^-"" ^:1C,i CeclaraE:o:f was cuiv suoscrloeq a;rq.rr,iid\rrr.B (Ll.a!:<rv^e 6.- - f - -/j , Iber'ore:'nc, a. notary pubiic, UVJ:_] jl'tt!.n-!53ig-, this
' ,'i
.t,
tl
.ti
ow:\f,R
:iOTAilY PUBLIC
Z. 'o
Mtunm, $rRarlrur AND IrtEURER,
. - Co*ulting tngi*"ne -
29O1 Wesc 19th Avenue
Denver, Colorado 8O2O4
.r"u=t *o.-4041-2-
7 /2/71 R.L-D.
?HONE 4 33.73 e t
;*
(. 5, Meurer
E, M. Scralinl
M. R. Meurer
lruc.
LEGAL DESCRIPTION OF A PART OF
VAIL VILLAGE, SECOND FILING
A part of Tract D, Vail Village
Eagle, State of Colorado, more
follows:
,fcr, //rt /7a
TMCT D
Second Filing, County of
particularly clescribed as
Corunenci-ng at the Northrrest corner of said Tract D; thence
EasrerLy elong the Ncrth f.ine of said Tract D, L65.00 feet to
the true point of beginning; thence along seiild North line
175.00 feet to a point; thence on an anSLe to the right of
90"00tOCt', 25L,25 feet to a point; thence on an angle to Ehe
right of 81r"48r35" and along a curve to the left having a
radius of 525.00 feer, a central angle o:- 09"30r3B"' an arc
distance of 87.L4 feet; thence on an angle to the right of
9L"54t19", 36.39 feet; thence on an angle to the right of
90"C0f00r', t'2.85 feet;'thence on an angle to the left of
90'00tggtt, 46.50 feet; thence on an angle to the left of
90"C0r00", 72.35 feetl thence on an angle to the right of
90"00'00", 23.9L feet; thence on an angle to the lej:t of
90'00r00r', 94.96 feet; thence on an angte to the right of
90o00r00rr, L3'"i,42 feet to the true point of beginning; con-
taining 301000.00 square feet or 0.689 acres, nore or 1ess.
itO J ECTmtu@
Lesa I Descr i pt ion
-r2.*./ il=**l
'rJse Z-rnc llDtV f_, Docs Lsr r. c.;::-r,
A i I ovre o *7_o* i 1'-r!__",/./l : /. o
Lc I S ize
Square Footase _J6J_k,f,O *-_, Over (Ltn der) * 37/7.5-A _
Setback Req u i remen is : iircni
serback proviced:
?oiEI.Farki -,c lrecui red Egl"+
-, Aliowable S,luare Focfaoe 33rLe{?200
/{,
/5-_,
Parkinc
7z'
/D
Aci ua I
S 1 iies ld , Rea r
? | aza Credit
S ides 'O _1A , R.ear *..7O
Frovicied: Covcr+e 4-{
Uncove rea /rl:9 , i.o.|al Prcvided, 2/__
F. A. i]. A\i D DARK I NC CALCUL A.I !Ci] S
€ &'uuJ
af.75- x la =
7X rz
q < r/.c*
100 K 47
/ t--zs- x c'l f
4 ^t-? ,r rV. c-
3o /r-^tht
/,d 4ry /",/r*,1
//6f,.7d-
/t'o o
lgd.s-o
qTad' a o
//ff,'z a
qr'o o
/ 30-5-1
7 ZZ,/.s*a x { =36 t72.s-o
?3,7{5'Lil. a tLAril*J '--/
fu,L
C0MIiIFNTS 0N REVERSE: S ID[,
lL? >-
BEST COPY
AVAILABLE
P-o,8t"r, 7Z-
Gco -
Q r--n i =nr '
Use Zone is
Gentie:er I
- have cl^-ec<ec r:-e )far.s :-or the above-subject -o: :n accordancewith the provisioris sei for"th in the Jniforn tsuilci:ng cod.e (lg7o)as a::uiendeo ani acoptei cy the Town of vair, ancj. find the forlowing:
Hor14F t Occupancy g:'oup is H Tvp. * constr.uctibn -
I.t e.... ' vccupancy gsouJ as rt ; ry?e ilr constructlon,
7.-^- le-tra^ Ln - lW pU^ "MT. b+z^r*a'l+ o,-fl4 lnxi.- q tE p /ft!- -The fol-iowing items'shal-l_ be connected bv revised olans
tre ,?/-
lhe fol-owing items'shal-l- be corrected by revised plans
=;ic,-i..* n'..i^- -r ;SSuance Of bUilcino. oenm.i :-:!v rooL.cLrr\-s \.,/ r- /-,rLirrv+-rr6 I/e! rrrl ! rollr\t
sL.ll
?u.u
EI,-N 0.rr- d- t,.a-.e--11"^-.
' ^,,t .l'.'ls4 - 6'lc.,eJlJn -iXl1r42-
uo-e*,rt-nn
frle^-,^n,^il- eA-t-*-- Al"'-rq
A. +,t'L *t- ),'-il 1.-
S^fuL
*4-
t2
lt- k ^- !-!te C..-- o-*
x
\v-/
Cil,. J,.- -4L/t 1,.
-14
Ut e4^1144
lol;f ^
)6. ,(- -Ut 3
tgc^).
t t-- z'z/ab;^
illhen tre above iter.s have
T '.rj I I r-' -. ro=i'r | '
\tnrtr,c rra-arr i-vrrr'l rr
"--JL!u:J'
]0vi\ Ol VAIr.-
-l; Fn aa-\_r.r^anf,:rl hrz
ve+!urrr5
norri qai n l -a rr <
€nr.' iha crrhi aat
nr^:riianjrrm
Ecl Str:,ubie
Buridlng 0fficial
dw
cc:
:
I
fr
L)
a.
i1
KENDALL ELEETRItr trtr.
P. tr. BOX t35B r AOI ERAND AVENUE o BRAND .lUNCTltrN, CtrLORADtr Ats0l
PHONE 24z.4A52 IAREASSDE 3tr31
ATt: llR. ED STRUBIE
ro | .---ttArl grtt Burutruo DEPT. l suBJEcr.. ALPf,OBl{" BU)C. F8.!!--..-.
Y-arl,r-*colo-. vtrL corr.. -
oArE 7-26-?l
Dcer Sir, Felleriag is e ligt sf itens wc digcuolod during our phone eonverntigntof the part rroekt
1.. Al1 cub-feeds to2. All brrnch wiring
for rubJect bldg.
be in norretrlllc
are to be in tr[fl condult.
rheathed aablc (rf,mcxtt).
pancls
is to
Pl-eece acloonletlgc.
DATE
o
SIGNED
Farn NO.RI l3 @ Tie Oro{ins 8*rd, tnc,, Bor 5O5, )a:lrr, Lbs
lNEtEuctrot|E I xaTiu clll'NB to REcElYlr:
r. rtl. Y.Llow coaY. z. acxD fHl
o
STRUGTION CORPORATION
June
P. O. BOX ZZ . ASPEN . COLORADO . 8161r
r'7, l-97]-
Mr. Ed Strubl-e
Building Inspector
Town of VailVail, Colorado 81657
Dear Ed:
Aq naa. .\rir i-a'l anhnna nnnrzor,qat- inn
I would J.ike to inform you that we
wi.ll use metal studs on the AlphornrBtr buildinq ln lieu of the noncom-
bustable wood studs as shown on thepIans. I might mentj.on that we have
a type f building as per our same
discussion. Garage ceiling is 3 hour,
the other floors and roof are 2 hour
rated. The cedar siding shown onfront elevation sha11 be 3/4rt plaster.
Thene is no cornbustable materials on
the job in the wal1 eonstruction.
Please give John Huebinger a call
when you finish checking out pl-ans
next week, thank you.
AC 303 .925-7224
=€e+dplIy,6{l/--Robert W. C1ine
General Manager
RWC: jm
U
rt{prto,n
P.O. BOX 7
vArL, colo. 81657
ARCHITECTURAL
CONTROL COMMITTEE
April 28, I97L
Mr. Charles Gersbach
Vail
Colorado 8]-557
Dear Charlie:
llhe Architectural Control Committee has reviewed the plans
for the B and C phases of the Alphorn construction.
Final approval of these plans is subject to a detailed'parking plan, a landscaping pJ-an and conformance to the
Town of Vail Floor Area Ratio requirements. The Committee
requests that you please let us know the square footage of
the lot and the total sguare footage of alf buildings.
The CommitLee has approved the change from brick to rock on the
exterior of the building. The Committee recommends a stain
on the exterior of the building rather than paint, and thecolors are not specified on the plans.
The Architectural Control CommitLee will- be meeting on
May 4th at 9:00 a.m. and would be happy to review the aboveplans at that time.
Sincerely,
ARCHITECTURAL CONTROT COMMITTEE
.'':.''r'.,.." .- .:.
,Peter-W. Seibert
Chairman
PWS/san
cc: Robert W. 'Cf ine
Ed. Strubl-e
"r NLJIVT
ASPEN CONSTRUCTION CORPORATION
POST OFFI'CE BOX ZZ
ASPENT, OO|rORADO 81611
Telephone 9&7224
??BI?ep1y. B/9/1I
"ot"4 Enclosed please find copv of zonolite Fi-reproofing cataloque for Mono-Kote -
s\7qiom fnr ehnrza mant- ianar! ny'aiant-
Mr. Ed Strubl-e
Build D eDa r tmen t Town of Vail
Vail Colorado 81657
PLEASE REPTY TO -------> SIGNED Bob Cline
enayAiq 3o.. tNc.. EiooKLyN, N.y. tt232 THIS COPY FOR PERSON ADDRESSED
ucrfoN coRPoRATtoN . P. o. Boxzz. AspEN . coLoRADo . 81611 . AC 303 .925.7224
| 28- L91I
Mr.Ed Struble
buuq ].ng urrr.c]-at
'10wn or var_-L
P. O. Box 513Vail, Colorado 8l-657
Re: Alphorn trBr?
Dear Ed:
Thank you for your letter of July 20r 79-71. We are pleased to submit
Lhe following with regards co the items in your letter:
I and 2. See attached plans for deminsional parking.
3. A11 construction is in accord with tabl_e 17-A of U.B.C.a. See attached letter on monocoat fire ratinqb. Steel columns will be protected as beamsc. According to table 43-C, page 524, section J-lof the U.B.C. 5,/8tr drwa11 conforms to 2 hourrating. This is the assembly we haved, The 7/2tt gypsum sheathing is t hour raced andis also water resistant, see page 3 of enclosed
brochure
e. We have no exterior wal1s above ceilinq with
metal studs s ys tem
4.
q
We intend to conform to this requirement,
Doors to linen room and trash room sha1l be ?rBtr label and doors
on trash chute shal:. be IN hour rated.
A mushroom type gravi.ty vent shal_l be provided.
See 3/d above.
5ee qeEalt Y,i 5-
and f0. See attached letter from the structural engineers. Last
paragraph does not apply.
7.
9
11 . Exit signs will be inscalJed by each stairwel_l_ above grade.
l'2. Bathrooms will- be mechanicallv ventil-ated to the north outside
wal1 of each floor. Utility rooms will not be mechanically
,zonr-'i'l .efad trrrl- rrir "r ]rrrza dr^rra- vent to north outsidg waf 1.
Mr. Ed StrubleJuly 28, l97I
Page 2
T hnno +-h.r I t-h i e
nl oaqo aa\rf:/-F md
Robert W. Cline
General Manager
RWC: jn
Enc los ures
meets with your
perS onally.
approval-.Tf r,rnrr her;o :nrr nrrqg Iigng
oo
D ArE.,FrGrA-PAErFrc ^fu"r,
OYPSUM WILLBI|IRD
l[IH & PTA$IER
FoR nltt AltD GErUlr0 SY$TEM$
I(EItt>
olo
Hle6ta- lo.
=t>r! lO
o|
trl-
€lbEtaot>cl=l5ItEola
tlagl+loloIolol(5 1
ooo
ro-
oI!oo
ooo
E'
I
=of
I
-I
=v,-mo
stir,l B
sle'rl f
to
gl#
itil(,l(n
EI
o
A Walluoard Products
I Joint System and
Accessory Froducts
A Gypsum Plaster
I Gypsum Lath
One Sho I Plaza, Houston Tox|s
Products Thickness Widths Lengths Edge Description
G-P/Bestwall r'4"
Regular Wallboard %"
%'
yB,
4',6'to l6' T, S, B, RE G'P/Bestwall Regular Gyps!m Wallboard is manufactured with Tapered or Square Edges
in even and faced with a strong, cream-colored paper which will accommodate any type 0f decora-feet tive treatment. The back paper, which is gray, is as strong as the face papet.Ihe /2', and
%" wallboard with Tapered edges is recommended for single layer application in new mn-
struction. Tapered edges are designed to be reinlorced with G-P/Bes'twall J0int System
products resulting in a smooth, seamless surface,
Square edges are recommended ior use where exposed joints are acceplable. The resistance
tofireerposureandsoundtransmissionincreasewiththeuseofsreaterboardthicknessand
the number of lavers of board used.
G-P/Bestwall
Firestopo
4' 6' to 16' T, S, B, RE
(2' on in evenorder) feet
G-P/Bestwall Firestop carries a 45 minute to 3 horr lire resistant rating in various wood and
steel wall and floor/ceiling assentbli€s. Unexpanded vermiculite li the core balances
gypsum shrinkage by expanding when erposed to heat, whtle the text le glass filaments
keep the core intact even after its chenically combined water has been released, giving a
thermal stabillzed core.
G-P/BestlYall
%' Gypsum
Sound D€adening
Board
%'G-P/Bestwall %'Incombustible Gypsum Sound Deadening Board meets the requirements
of the most sophisticated sound contrOl systems available with the added convenience of
being 0ne of the easiest s0und contr0l materials to install. lt is design€d and formulated Jor
high sound tfansmission loss, structural strength and incombustibility. lt has a distinctive
green face paper. When appled over 2[" steel studs or 2 x 4 wood studs, one layer of l2',
G-P/Bestwall Firestop Type XXX over one layer ol /a'Gypsum Sound Deadening Eoard
gives a 1-hour fire resistive wall and a 45 S.T.C. Refer to the brochure "Sounds Great" lor
oiher assemblies lvith S.T.C. ratings up t0 55.
G-P/Bestwall
Regular Tile
Backer Board
v,'8" ll'
12',
This is a waler-resistant gypsum product with a light blue face paper, designed for use as
a base for lhe adhesive appIcat on of ceramic, metal or plastic tile. The gypsum core con-
srsts 0f incorbustible gypsum rock, conbined w.th an emulsion giving high *aler resist-
ance. ldeal {or bathrooms, k lchens, powder r00ns and olher moistu'e areas-
G-P/Bestwall Trle Backer Board can be erected as easily as wallboard and requires no
finishing 0f joints 0r nail heads with joint treatment nor furth€r waterprooftng under tile
applied adhesrvely unless reqrired by'local code.
G-P/Bestwall
Firestop Tile
Baeker Board
5/^'8,' 1I',
12'
This contains the factory treated water-resistant core and treated face and back paper plus
the addition of unexpanded vermiculrte and glass fiber reinlorcement vrhich gives increased
fire protection and ilrength. Where fire raled assenbl.es are required in aieas sublect lo
moisture, such as parlitions between bathrooms and other interior areas, most building
codes allow the use 0f G'P/Bestwall Firestop Tile Backer 8oard. The use ol %" Fireslop
Tile Eacker will sive a t hour fire ratins.
G-P/Bestwall %'
Regular Insulating Yr"
Wallboard
G-P/Bestwall Va'
Firestop Insulating
Wallboard
A'lnlA T C AF
6'to 16' T, S, RE Regular Insulating Gypsum Wallboard is regular gypsum wallboard, with bright aluminum
loil laminat€d to the back s!rface.
In a single layer application it provides the advantages of regular gypsum wallboard plus
having effective insulation and vapor barraer qualrties. A separate and continuous vapor
barrier aut0matically ascends on the warm srde of the wall when G-P/Bestwall Insulating
Gypsum Wallboard is applied.
The aluminum foil, facing a %" minimum space, reflects 90% ot radiant heat, providing
insulation qualities egual lo V" ol fiberboard insulation (tested by U.S. Bureau of Stand-
ards). Panels must be installed with foil side against the studs. To have reflective insllation
value, FHA requires the foll to face a minimum air space of %"
This is the regular insulating gypsum vrallboard with the addition t0 the core 0l unexpanded
vermiculite and glass fiber content for increased fire protection. Through the proper use of
this product desired fire-rated assemblies can be achieved.
G-P/Bestwall
Regular Eternawall-'-
Vinyl Surfaced
Wallboard:
Standard Line k' 4,
(Special
ofte( 3/a,, &%,,)
9'tfith1l
Iengths
avallable
on specral
0r0er.)
V,S IColors*Avocado, Gold, Flax, White, Beige, Stucco, Buff, Willow Green, Fawn, Snowdrift
White, Alabaster, Tangerine, Cherry, Pecan and American Walnut.
This parel has the vinyl surlace factory laninated to Regu ar Gypsum Wallboard. Available
in a variety 0[ c0l0rs and texlures, it provides beauty and utility to c0mmercial, instit,ltional
and home interiors. Eternawall is strong and resilient. The solid gypsum core is jncombus-
tible. Eternawall colors vron't fade. The deeo linen-textured vinvl surface can be scrubbed
iniithout damage to color, texlure or design. i3ecause of its abiliti t0 take hard wear and to
resist stains, Eternawall is ideal for restaurants, hotels, clubs,and hospitals as well as home
use. lt is also ideally suited for movable partitrons.
Decorator Line yr' 4'
(Special
oftet %" &%")
8'(0ther
lengths
available
on special
0r0er.)
Colors*Available in 15 standard patterns and over 200 decorator colors. Samples available
upon request. The lowest cost for Decofator Line Danels is based 0n a minimum order of
12,000 sq. ft. n one color and pallern. Allow eight weeks lead lime.
Note: "Monolrthic" lype Etenr'awall is availabld in both the standard ard decorator colors
0n specaal order of 12,000 sq.ft.or more, in one color or oattern. Allow 12 weeks lead time.
D r ..t
Products Thickness Widths Lengths Edge Description
G-P/Eestwallo
Firestop
r/.n 4'8' to 14'
available
on spec|al
order.
Thrs Danel has lhe vinyl surface factory laminated io a Firestop panel which has rrnerpanded
vermiculite and slass fibers added to the core t0 give it additional fire resistance. With this
technically designed gypsum core, a I hour or greater flre rating may be obtained on wall
assemb|es. Same colors available as with regular Eternawail.
Etornawall-Vinyl
2' and 4' 8'and 9' S, T & G Treated-G-P/Bestwall Firestop Gypsum Sheathing consists of incombustible gypsum
rock combined with an asphalt emulsion to provlde high resistance to water. All G-P/Best-
wall FirestoD Gvosum Shealhing meets AST|\il C79.6/, including requirement for water
resistance. Thif eliminates the need for building paper (except where required by local
building code). An untreated gypsum sheathing ts available.
The 2' rryide sheathing is made *ith precision-cut tongue and gloove edges to provide a slruc-
turally strong and sttble wall. "V" tongue and groove edges fit snugly, minimizing wind in'
filtration. The 4'wide square edge sheathing, applied vertically, c0mpletely eliminates the
need for corner bracing. lt is deslgned to meet requirements of FHA Technical Circular 12.
G-P/Bestwall
Gypsum Fireslop
Backer Board
yr, 2' and 4' I' to 16' S, T & G G-P/Bestwall 7s" Firestop Gypsum Backer is used as a backing lor decorative surface tleat-iA, ments ol acoustical plasters;trle, plywood and various veneers.A single lay_er application.of
7r' G.P/Bestwall FirestoD Gvosum Backer 0n b0th sides of wood or steel framing, enables
ioidbeaiing or non-loadbbaridg wall assemblies to resist temperatures rising to U0tr F' in
the ASTM standard time temDeratuae curve for one h0ur.
Firestop Gypsum Backer consists ol a gypsum core with unexpanded vermiculite, Ieinforced
with literaily miles ol high tensile strenglh glass fibres, fitmly bonded to a fibrous gray paper
on both sides.
G - P/Bestwa ll
Regular Back6r
Board
2' and 4'S, T & G G-P/Bestwall Gypsum Backer, designed for lirst 0r base layers in field lamination of gyp$um
walIboards, acouitical tile and othei compatible malerials with adhesives, provades low cost'
level surfaies lor further decofative tleatments. lt may be applied over loadbearing or non-
loadbearing wood or metal framing with nails, screws or staples.
G-P/Bestwall
1" Coreboard
Custom S, T & G l" Gypsum Coreboard is available in two styles.
cut up to a. A liomogenous core with a tongue and giooved joint.
14' b. Two layers of % " backel b0ald, laminated.
1" Gypsuri Coreboard is used for the mre material in various, all-gypsum partition assem-
Dltes.
G- P/B ostwa ll
Sotfit Board
Yr',%'G-P Gvosum Soffit Board is used on exterior soffits where not exposed directly to the weather.
It's ai inexpensive soffit material for schools, shopping center malls, apartmenls and houses.
It finishes ind decorates like interior gypsumboard with no nails or joints showing. lt has
light blue Jace paper.
G-P/Bestwall
Fire-Block
Gypsumboard
Yr"New nroduct desirned for use on roofs, over latters, and under sheathing and roof covering.
Tests prove it bloc-ks roof fires from entering attic and living areas. lt has a special core and
paper.
GEORGIA-PACIFIC GYPSUM RESEARCH LABORATORY, Portland, Oregon
G-P Wallboard Edges T-Tapered S-Square
RE-Tapered with Round Edge
8-Beveled (Special 0rder)
T & G-Tongue and Groove
trol, better sound conlrol and
form to the higher standards
V-Modified Beveled Edge
better oroducts that will con-
of tomorrow's construction.
THIS lS WHERE NEW PRODUCTS DEVELOP! No matter
how great a product is, it still must change to meet the
needs of tomorrow. In gypsum, this means better tire con-
*ts
G-P/Bestwall -Triple Duty Joint Compound
G-P/B€stwall Triple Duty Wallboard Joint Compound ts a vtnyl multi-purpose j0int system product. A stncle bas
offers taping, topprng and texturing. ll can be used for all coats rn the reinforcing and conceahng ol joints in gypsum
wallboard construction. The binder in Tr,ple Duty. being a vinyl, gives thrs product a wet life 0f 30 t0 60 days duration.
This allows pre-mixing in large quantities prior to application, Triple Duty can be applied using standard hand or
mechan ical tools. There is low shrinkage and rt rs easrly sanded. When the applicati0n is completed, the surface is ready
lor priming-ard decoration as desired wrth no further preparation necessary. Coverage:60 lbs. per 1,000 sq. ft. (12.50
lbs. per 1,000 sq. fl. when used as a terluring material.)
Lb. Package-25 and 50
G-P/Bestwall - Bedding, Topping Compound
G-P/Bestwall Joint System products are designed to conceal joints and nail heads and "surface-weld" wallboard
panels together. Properly used, these products assure smooth, seamless appearance of walls and ceilings, with joints
as strong as the ',vallboard itself.
Bedding Compound - Designed to provide maximum adhesion 0f tape to the joints and for initial application to nail
heads and corner bead. lt spreads smoothly and may be hand or machine applied. Coverage: 15 lbs. per I,000 sq. ft.
(Used in coniunclion with 45 lbs, ol Bestwall Topping Compound.)
Topping Compound llsed for finrshing taped joints and nail heads. Sanding is unnecessary if carefully applied. lt ts
long working with low shrinkage. Coverage: 45 lbs. per 1,000 sg. ft. 10ver 15 lbs. of Bestwall Beddrng Compound.)
Lb, Package-25
G-P/Bestwall- Ready Mix Joint Compound
Ready Mix Jornt Compound is an easy-working material lor the fillng of joints, and embedding lhe joint reinforcing
tape In gypsum wallboard conslruction. Fulnished in cans and cartons ready lo use,lhis stable, all-purpose comDound is
also excellent lor use. in covering nail heads and lorming interior and exterior angles. Ready Mix loint Compound
assures a standard mlxture lor unrform workability throughout the job. lt has a long wet lile and $/ill not spoil even
when the container is lelt opened. Ready Mix Joint compound produc'es an ercellent sirface for any type ol decoration.
For best resulls, the surface should be primed belore being riecorated. Coverage: 5 gal. per l00tisi. ft.
Package-1 and 5 gal. cans, 4 gal. cartons
G-P/Bestwall -All Purpose Joint Gompound
G-P/Bestwall All Purpose loint Compound is used for beddrng tape, topping, corner bead, nait spott;ng and terturing.
whe4 taprng be sure the compound under the lape, and the first coat over the tape rs thoroughly dry before applying
t'le next coat ovel ths Joints. When used for texturing, lor best resuits, apply a vinyl pnmer lo the entire area before
textufing. The terture may be applied with a roller, s-ponge, brush or othdi sirrtable rmplement depending on the type
0l contigdratron desired. Coverago:60 lbs. per 1,000 sq. ft.
Lb. Package-25; 18 lbs. with 250, tape
G-P/Bestwall-Speed Set
G-P/Bestwall Speed Set Joint Compound makes possible the tsping and finishing 0f all wallboard joints within a
srnSle day. lt can be used for all coats. Speed Set is a setting rather than a drying type of compound, and will not
shrink. Comes in two ways-''l Hour Working Time" and "2 llour Working Time". For best resulls, use a primer
sealer over surface before painting 0r texturing.
Lb. Package-25
G-P/Bestwall - Laminating Compound
G'P/Bestwall Laminating Compound is an exclusive product formulated to assure adhesion between sheets of wall-
board. lt is a casein base dry powder product, requirrrig addition 0f water only. Easy to mix and easy lo apply, it lormsa permanent, posilive bond. G-P/Eestwall Laminating Compound has been'provdn effectrve throrrgh niany years ot
aclual field use. Coveragc: Approx. 35 tbs. per 1,000 4q. ft.'
Lb. Package-25
I
5frI
o- 14
A
SPEED
Scope
All wall and ceiling surfaces are included. Furnish all labor
and material necessary to reinforce and conceal all loints
between G-P Gypsum wallboard panels and cover nail or
screw heads in accordance with sDecifications and
drawings.
General Provisions
In cold weather, the building shall be adequalely heaied
to maintain a temperature in the range of 55" to 70"F. Ade-
quate veniilation shall be provided during and after appli-
cation of loint treatment. When required, heat shall be
furnished by designated contractor.
Materials
All materials specified shall be manufactured by the
Georgia-Pacific Corporation, and used in strict accord-
ance with the manulacturer's directions.
Joint Gompound
Two-Bag Syslem-Apply G-P Bedding lor the initial coat
and G-P Topping for all succeeding coals and for spotting
nail or screw heads.
G-P/Bestwall- Grabit
G-P/Bestwall Grabit is an adhesive which permits direct attachment 0f gypsum wallboard to masonry walls. lt mey be
usei on Doured mncrete, cinder block or cdncrele block walls which are reas0nably straight and true and are free from
surface tieatment, decorations, or protlusions. Grabit may be used on exterior walls which are above grade level wilh-
out $/atetDroofinp. Grabit can be used to adhere lvDsum wallboatd t0 polvstvrene insulation material
Adhesion'is secuie and permanent, with no nead'for furring strips or faiteners. Aflel being mixed with water as di-
rected. Grabit can be apilied with blade or caulking gun. 0nly four l" ribbons are needed fot each 4'wide wallboard
panel. The adhesive filii in all normal irregularities in the masonry. In 3 t0 4 hours, Grabit sets hard, and joint taping
and finishins oDerations may then be slarted. This adhesive may be used wherevet there is need t0 attach Sypsum
wallboard tdmbsonry walls:in homes, apartments, hotels,olficea, and plants. Coverage: Up lo 7r lb. per sq. ft. de-
pending on roughness of base surface.
Lb. Package-50
G-P/Bestwall - Texturing Materials
0.P/Bestwall Eestex A, B, C and D are texture materials designed t0 produce various texture linishes ovel drywall
construction.
Bestex A-contains no aggregate and can be used for both hand and spray application to produce tertures such as
stiDDle. swirl. sDatter and orance oeel finishes.
Beiiex B---contiins a small amourit of arqregate and produces medium coarse tertures such as sand finishes.
Bester C-contains a large amount of frgre-gate and is used for coarse textures such as simulal€d acoustic finishes.
Besler D-a texture wilh coarse aggregate tor simulsted acoustic celllngs.
B, C and D textures are lor spray aio-olidation only. All three tertures produce hald su aced, v'rhite, decotative finishes
that have excellent light refltjctiie qualities and hiding power. lf desired, Bester textures can be painted with latex 0r
vinyl paint. CoveragJe: Bestex A, 12-50 lbs. per l,ffi sq. ft. depending upon te{ure. Bestex B, C and D linishes
approx. 300 to 500 q. ft.
Lb. Package-Bestex A 25 lb., Bestex B' C' D' 40 lb.
G-P/Bestwall-Wa llboard Tape
G.P/Bestwall Tape is a full 2" width, "Miracle Crease" spark perforated tape with skived edges and sanded sulface
both sides. Excellent bonding qualities. Stabilized against shrinkage and movement.
One Bag System-Apply G-P Triple Duty, Ready Mix, All
Purpose or Speed-Set Joint Compound. Each material may
be used independently for all steps in the treatment of
drywall joints, spotting nail and screw heads and corner
bead aoplication.
Jointwork
Apply G-P embedding type joint compound fully and
evenly into the valley formed by adjoining edges of the
gypsumboard. Center G-P Wallboard Tape and press into
compound with sufficient pressure to squeeze some com-
pound from edges of tape, yet leaving enough for a sufli-
cient bond. Apply a fill coat extending a iew inches beyond
edges of tape and feather edges of compound. When dry,
apply G-P finishing type joint compound and feather the
edges about 1Vz" beyond the tirst coat. (When Speed-Set
is used, the taped loint can be covered as soon as the
initial coat is set and before it is dry.) When dry, sand
lightly and touch up any imperlections. Wipe oif dust in
preparation for linal decoration.
A orime coat shall be used over the entire wallboard sur-
face belore final decoration is aoolied.
SPECIFICATIONS FOR WALLBOARD JOINT TREATMENT
tts
G-P/Bestwall laths and plasters, although always consist-
ently a superior product, have one unique and important
additive which makes them verv much in demand. This is
the addition of uniform length, tiigh strength glass filament
fibers. The fiber glass content of G-P/Bestwall fibered plas-
ters and laths is an important factor to consider in speci-
fying lath and plaster construction.
Fast Machine Application
Literally miles of glass fibers (19.75 miles per bag of fibered plas-
ter) otfer greater resilience and bonding properties that resolve
many iob difficulties. Glass liber rejnforcement provides greater
speed in application which in turn results in t etter economy.
G-P/Bestwall plaslers, designed for machine applicalion, gjvegreater construclion economies and added deslgn possibilities.
Glass-fibered plaster may be used when libered plaster is speci-
fied. Due to the plasticity and richness oI these plasters they wilt
not clog the mlxer, hose or nozzle. Even the glass fibers go th rou9h.
DENS-COTE@ Veneer Systems
Dens"Cole (one coai) system is designed for use whenever a
strong durable finish wilh maximum speed and minimum material
is desired. One application ot only y3z" minimum thickness Dens-
Cole Smoolh Finish (or Textured Finish) over Dens-Cote Gypsum
base, is all that is needed to give lasting strength and beauty to
any conslruclion,
Den8.Cole Syslem (lwo coat). This system is designed for thosewho prefer the conventional type finishes but desire modern
9peed and minimum material. The specially designed Dens-Cote
Plaster, stronger than conventional sanded plasters, base shall
be applied 7a" thick over Dens-Cote Base to achieve the best
results. As in the one coal system, the Dens-Cote Base Plaslsr
can also be used over porous masonry block with excellent results.
Atter the first coat of Dens-Cote Base Plaster has set. tinish with
lime putty and gauging for a conventjonal smooth finistr, or use any
sand float lextured finish. For a hard durable smooth linish, use
Dens-Cote Smooth Finish.
Description Uses Features
Neat gypsum plaster
(Unfibered, Fibered, and Extra Flbered)
Basecoat plasters bond securely to any
standard plaster base including gypsum lath,
metal lath and masonry units. Neat gypsum
plaslers require addition of aggregate and
waler.
l. UNFIBERED: is used for scratch coat on
solid surfaces and for the brown (second)
coat on any backing.
2. FIBERED: is recommended l0 orovide
grealer wet coh€sion and to minimize
droppings with open type lath.
3. EXTRA FIBERED: is used for greater wet
cohesion over metal lath as may be specitied.
DURABILITY: Applied according to
specifications it provides uniJormly strong,
stable walls and c€ilin0s.
PIASTICITY: Special scientifically controlled
process maintains plasticity and easy
workability.
FIRE RESISTANT: Gypsum's natural
incombustibility offers superior f ite protection.
Lite-mix plaster
(Unfibered, Fibered, Masonry Mix) Basecoar
Dlaster that is 500/0 lighter than Gypsum and
sand plaster. Fibered mix c0ntains 0lass
fibers lor added strenolh-
Requires addilion of wlter only.
1. UI{FISERED: is used for scratch coat 0n
solid surfaces and for the brown (second
coat on any backing.)
2. FIBERED: is fecommended to orovide
greater wet cohesion and to minimize
droppings vrith open type lath.
3. MAS0NRY MIX: Available for application
on masonry Das6s.
FIRE RESISTANT: Perlite aggregate provides
higher fire resistance than sanded plastsrs.
MIXES SMo0THLY: Has no tendency to cloq
mixer or to block the nozzle of the plaster gun.
HIGH INSULATI0N VALUE: Provides grealer
insulatlon than sanded gypsum plaster.
Wood fibered gypsum
plaster
Non.staining shredded wood fiber additive
provides good working properties when used
without aggregate.
Int€nded for use with0ut aggregate as scratch
and broryn coat, but may be mixed with one
psrt of sand. For scratch coat over hiqh
suction masonry it is recommended that one
parl of sand be used.
ECoN0MY: Can be applied quickly and easi:y.
STRE GTH: Has 3 times greater compressive
and lensile strength than sanded plaster; up
to 2% iimes greater fesistance to lateral
impact and 50% greator surface hardness.
Gauging Flaster
Specially ground gypsums designed to
blend with lime putty.
Mixed with lime to provide base for final wall
and ceiling decoration. Usually over a gypsum
pfaster basecoat, Yta" to Vz" thick. Available
in "SIow set" or "Quick Set."
WHITE C0AT Fll{lSH: Satin Spar Gauoing
Plasters are very whits and when proporly
mixed with lime putty they provide glossy
smooth, flawless, surface of unitormly
excellent, satin-like finish.
Finishing limes
Produced trom ground quicUime by adding
an exact amount of water which chemically
converts the quicklime to calcium and
msgnesium hydroxides. Complelely aerated
lo prevent lumping in the bag.
Precision ground io produce the corect
lineness for maximum plasticity and
workability. To be mixed with gypsum gauging
or Keene's cement for lime putty white coaL
Supplies a white d!rable finish that presewes
and beautifies interior walls and ceiling.
Makes walls less brittle, less subiect to cracks.
Prepared trowel finish
A pre.mixed gypsum finish coat plaster
requiring addition of water only. Made from
iigh grade gypsum rock of white or local gray.
Keene's cement
A high strenqth, "dead-burnt" white gypsum
gauging plasier. Provides stronger, harder
surface when substituted for gauging plaster
in a lime mix. Less lime. harder finish.
Availabls regular and Fast Set.
Elo
For any indoor plasterinq installation where a
smooth hard finish is desired.
STRENoTH: Produces very hard surfaees,
approximately twice lhe strength of ordinary
lime.gauqing finishes.
EASY DEC0RATION: Can be decoraled
as soon as dry.
Because o{ denser, harder surface has
hiqher resistance to abrasion and water
absorption it is hiqhly suitable for kitchens,
bathrooms, hospitals, and any area where
wear and moisture resistance are important.
LoW WATER ABS0RPTI0N: Because of high
density, has low absorption-
VARIOUS FINISHES: Mixed with varying
portion of lime, gives standard, medium
hard or extra hard finishes.
Type and Size Uses Description
Plain lath, type X
Consists of mre ot gypsum rock
reinforcsd with glass fibers
sandwiched between lwo layers ol
special paper covering.
This is standard basic construction
for all Bestwall Lath.
SIZE:
16 "x 48' , 16 "x 96 ,, 7e
,, ot y2,, thick
(15r/"'x48" west Coast onl},)
The standard gypsum plaster base
for nail, staple or clip application
to wood or steel framing.
The exposed layer is porous and absorbeni, permilting water in
the plasler to penetrate the surface. As plaster sets, gypsum
crystals pierce the paper surface forming m€chanical key on the
lath thus assuring maximum bond. Glass fiber reinlorcement gives
the lath added strength and fire resistance. . All G-P/Bestwall
Gypsum Lath, having glass fiber, is Typo X . Printed face so
identifies lath. Lath paper has water resistant inner plies which
prevent the water in the plaster from soaking through it and thus
minimizes sagging of tho Iath and plaster. The layer against the
core ls poroui ahd absorbent so as to bond the core as the
plasler sets.
Long-length lath
cyps x
The same stucture as
Plain Lath erc€gt in dimensions
SIZE:
Availablo in %" or l"
thicknesses-24" r tloor to
ceiling lengths (12' marimum).
This construction material is
especially designed for uso
as a plaster base for thin (2")
solid partitions providing fire
resistive ratings up lo hflo hours.
Can also be used with furring
over exterior masonry vilalls
as a Dlaster base.
Long Length Lalh comes in lengths up to 12', providing for wall
assemblies in floor to ceiling heights. ldeal for solid plaster par-
litions. Since there is less lathing in iob-there is a saving ln
construction costs. Glass fiber reinforced for added str€ngth '
Fast and economical lo erect.
Applicalion: Both plain and Long-Length Lath may be applied by
nailing to wood and nailing-type steel framing, and to wood fram-
ino bt 6taDles. Thev can be easily attached lo metal sections and
tu;in'g, arid to wo6d with lath clips. Resilient type cliPs reduce
cracking and lessen sound transmission.
Pinholath, type X
Plain Lath conskuction surface
Derforated with %c' dia. holes.
Space %' o.c. diagonally.
stzE:
!6"x48" ,I6"x96" ,3/s" or Yz" thick
(16'/'"x48" West Coast only)
Specially desiSned for machine
applied plasters. Fast, high, even
vraler absorption speeds plaster
applicatron by holding plaster in
Dlace during rodding and darbying.
When attached to ceilings by
clips, three coat work is required.
The Scratch Coat should be dry
before applyinq Brown Coat if
high humidity condition exists.
When Perimeter Clips are used on
ceilings, Butt and Cenler
CliDs should be us€d.
G-P/Bestwall PINHOLATH is plain lath surface-perforated in
manulacturing with pin holes no larger than he" in diamgter'
spaced 7e " o.c. diagonally,
Specially designed for machine applied plasters.
Its unioue feature permits rapid suction of water from plasler
mix to bchieve peifect plaster consistency speedlng plasler
application.
There is no plaster sllde, no backtracking, no coslly delays.
Plaster stays ih place during rodding and darbying which can be
done soon6r whbn using PlNHoLATil. Full base coat coverage is
obtainable in ono operation.
Perfolath
Plain lath construction with 7."
diameter holes spaced 4o 0.c.,
48 holes per sheet.
stzE:
16" r 48", %" thick.
Applications identical to Plain
Lath. A wood stud partition faced
with Pedolath and tull thickness
ol plasler specified has one-hour
tire rating. Perlorations require
aoDlication ol lull thickness of
plaster and require separate
scralch and brov/n coats.
G-P/Bestwall Perfolath is plain lalh wilh 3/c" diameter holes
soaied 4" center to center. The perlorations permit the plaster
t6 oush throuqh the holos and "mushroom" out the back ot the
lalh, thereby l6rming a mechanical key. This key plus the natural
bond to lhe face paper, provides a double bond for plaster.
Application: Perfolath may be applied by nailing to wood and
nailino-tvoe steel framinq, and to wood framing by staples. lt can
ue ealitv attached to m;tal sections and lurring, and to wood
with latd clips. Resilient lype clips reduce cracking and lesssn
sound transmission.
Insulating lath, type X
Plain lath with aluminum foil
laminated on back.
SIZE:
16, \ 48" , %" ot tA' thick.
Rounded Edges
DesiSned primarily for application
to erlerior vJalls and top tloot
ceiling. Sack side must lace a
minimum air space of %' to
develoo rellective insulation value.
Contructed exactly as PLAIN LATH this lalh has aluminum foil
laminated io the back. This foil rellects up to 90o/" ol radiant heat
and acts as an efficient vapor barrier.
Designed primarily lor application to exterior walls and top floor
ceilinos. When installed the aluminum reflective surface must
face i minimum air space ol le" 1o develop refleclive insulation
vatue,
Dens-cote
gypsum base
A 4' wide, long.lenglh, tapered
edged. plain lath construction. lt
has a highly absorbenl lath type
lace paper v{ith surlace pin holed.
slzE:
4'r 8', l0'and 12'iy?'lhtck
(tA' ad Yt" , Y2' end tA
Type X Firestop on order)
Specially desrSned for receplion
of Dens.Cote Smoolh and Texture
Finish and olher thin coat Dlaslers.
G-P/Bestwall Dens-Cote Gypsum Base is a'r/2" and 5/e " thick' 4'
wid6, tapered edge, gypsum board producl, specifically designed
to receive Dens-Cote Plasters.
It has a hiohlv absorbent lath tvpe tace paper with lhe surrace
pinholed. Aiaiiable in lengths up to 12', is shipped twin mounted.
Larqe sheets decrease nimberof ioints, giving greater slrength
and crack resistance to wall and ceiling surfaces'
The Dens-Cote System is designed for last ereclion. and -.early
occupancy; produbes a wall wlth a strong, hard monolithic finish.
Combines economy oi inslallation with virtually unlimited deco-
rative Dossibilities.
itt
DISTRIBUTION
ALABAMA
Birmingham
Moblle
Montgomery
ALASKA
Anchorage
Fairbanks
ARIZONA
Phoenix
ARKANSAS
Liltle Rock
CALIFORNIA
Anaheim
Berkeley
Fresno
Los Angeles
RiYersade
Sacramento
Salinas
San Diego
San Fernando
San Jose
COLORADO
Denver
CONNECTICUT
Wallingtord
FLORIDA
Jacksonville
Mlami
0rlando
Tallahasoee
Tampa
Wesl Palm Beach
GEORGIA
Albany
Allanta
Augusta
Savannah
IDAHO
Bolse
ILLINOtS
Chlcago South
Chicago Horth
Peoria
II.IDIANA
Elkhart
Evansville
lndlanapolls
CENTERS
towA
Des Moines
KANSAS
Wichita
KENTUCKY
Louisville
LOUISIANA
Lafayette
New Orleans
Shreveporl
MAINE
Portland
MARYLAND
Baltimore
Easlon
MASSACHUSETTS
Boston
MICHIGAN
crand Raplds
Delroil
MINNESOTA
Minneapolis
iiilsstsstPPt
Jackson
MtssouRl
Sl. Louis
Kansas City
MONTANA
Billings
Great Falls
NEBRASKA
Lincoln
NEW HAMPSHIRE
Manchesler
NEW JERSEY
Clifton
NEW MEXICO
Albuquerque
NEW YORK
Atbany
Buffalo
Rochester
Long lsland
Syracuse
Yonkers
NORTH CAROLINA
Charlotle
Greeneboro
Raleigh
oHto
Akron
Cinclnnali
Cleveland
Columbus
Dayton
Toledo
OKLAHOMA
Oklahoma City
Tulga
OREGON
Eugane
Porlland
PENNSVLVANIA
Lancasler
Piltsburgh
Philadelphla
Sl. Clair
RHODE ISLAND
ProYidence
SOUTH CAROLINA
Columbia
Greenville
TENNESSEE
Brislol
Chaltanooga
Knoxville
Memphis
Nashville
TEXAS
Dallas
El Paso
Fort Worth
Houslon
Lubbock
San Anlonio
UTAH
Salt Lake City
VIRGINIA
Lynchburg
Nortolk
Richmond
WASHINGTON
Bellingham
Seallle
Spokane
Tacoma
WASHINGTON, D.C.
wtscoNsrN
Milwaukee
I
GYPSUM SALES OFFICES
CALIFORNIA GEORGIA TEXAS
Los Angeles Attanta Dallas
san Jose rllrNors wASHINcToNDELAWARE Chicago Seatflewilminglon MIGHTGAN wAsHrNGToN. D.c.
Detroit
a
We Suppod
These Associations
AAw
@I
OYPSUMgf
-.
7I
INrcCIlsl
urnd. [0u5nc
cfl|In muxe[
:nrm:'.i
@
dftt6
@
@
.@. -=oa-ra-FAcrFlc /evesuw olvrsroN Lrlhoeraphed jn U.S A
#
M€MBER
9IO TW€NTY-EIGHTH STREET BOULDER,
JOHNSON.VOILAND-ARCHULETA &
W. a. .]OhNSON (
ROafRt ri. votLANo
b.,1. ancrulerr
July 26, L97L
I'le. guestton the necesslty f or lgg J_ayers ot 5/grt gyp boardto achleve a 2-hour assernbJ.y on Che floors and we-also queatlonthe use of gyp board below the roof, rather thaa plaster asdetailed. The latter requLrement aay work to your advantage,however, ln.eliroineting plaeter fron the job, ff it reelly tia rated aeeenbly.
coLoRADO E0303
ASSOCIATES
44/t_te5l
Consulting Engineers
l'lr. Robert C1lne
Aspeu Conetruction Corp.
Box ZZ
Aspen, Colorado 816L1
Ret Alphorn trBrr
Dear Bob:
rt is our oplnlon that we have nade adequate provlsions for"Proper support of stone veneer on the above project. verticalload of the veneer Ls lntended to be carried at each flootlevel_by sLeel platee proJecting fron the spaodreL beams(eee secclon l1/s2). rntermltteat pLates aie lndicated at. two levels on each beam in order to arlow e random placeneatof stone
UorLzontal attachnent ie indicated on your drawings, whichcall for galvanized c1lps each 2 aquare feet of arear A 26gauge by Ll}t' clip shouJ.d be abLe to resist a Load of 200pounds lf properly connected to the stude, wrrich are non tobe stee1. The Code calls for ,,approved f astenerg,r, vhlch isnot very epeclflc. Perhaps Mr. Struble has eonethlng elaeLn nind.
RHV r bo
l-
]n*it I'io:
PLAN CHECK LIST
Building t ?.r-A LP#ORN ' b ate f.r[
r" use Zone /10/ilf
occupancy Group f/ +F-t 2-\(,c44*<e A/a+ 54zo)-/
Aver.age G:rade
Height of Building *
No. of Stonies Fw€-
Floo:: Area
Type of Construction T
83'
Lot Anea
4.
,7
U.
9.
tn
11
Lt t
l-J r
l-4.
Floor. Ar.ea Ratio
Setbacks Requi::ed:Front /5- O " sid" /o*o' R.u." /oloH
Occupant Loa4 3o U,
Parking Requi:red
Loading Benths Requi
Compliance Withr
.^a) Occupancy Sec. 5
ops
b) Occupancy Group
c) Type Const. Sec. 17
d) Type Const.
e) Exits Sec. 33
f ) General Eng::g. Sec, 2 3
g) Masonry Sec. 24
h) Wood Sec. 25
j) Concrete Sec. 26
k) Steel Sec. 27
,
',
l_)
m)
n)
o)
P)
r)
s)
v)
w)
x)
v)
z)
aa)
ab)
a,w ,
I
Ex., Fdtns., Bet. Wal-Is Sec. 29
Veneer See. 30
Roof Const. Sec. 32
Skylights Sec. 34
Penthouses Sec. 36
Fineplaces Sec. 37
Fir:e Systems Sec. 38
Fire Pnotection Sec. )2
Fine Standands Sec. 43
Pub1ie P:rotections Sec. 44
Occ. of Pub. Prop. Sec. 45
Drywal3- 6 Plaster Sec. 47
Pre-Fabricated Const. Sec. S0
Pl-astics Sec. 52
Glase € Glazing Sec. 54
.'.;lri t
Staees Sec. 39
-'
r'''
i
* 1zz{
July 20, 1971
Aepen Constnuction Co:rp.P. 0. Box ZZ
Aspen, Colo:rado 8161I
Subject: Alphorn Building B
Gentlemen:
I have checked the plans fon the above-subject job in accondancewith the provieions set forth in the 1970 Uniforn Building Codeas arnended and adopted by the Town of Vail , and find the following:
Uee zone is Hig! Density Multi-Fanlly, occupancy.group is H; typeE' construction.In aecordance wLth your letter, this plan cheek has
been made on the basis of rnetal etude. The following items shal1 becornected by revised plans on addendum p::ion to Lssuance of buildingpermit:
I. Subrnit revised site plan showing dimensional panking plan (see
enelosed requirements) .
2. Angle and etraight in parking in baeement not cor:rect (aee en-oloeed rnequirements) .
3. All eonst!'uction sha1l be in accondance with table 1?-A undertype II, non-eombustible
Ref,enenee detail 2/5:a. Subrnit nanrrfactunerrs neport on 3/4" Monocast fire ratlng ofstructunal components.b. Stesl columns shall be Frotected same as steel beama.e. Ceili.ng shall b"c two layere of 5/8" fire-nated gypsun boand,d. A11 axtenion non-beani.ng wallg ehaU be a ninl.mum of one hourpr'oteeted non-combuetible conatruction and ther-efone,. the
extenLon gyp€utr board muBt b6 5/8" flra code also (eame atroof ceiling).e. There ohall be a two hour fire nesietive bar-r.ie:r at thatportion of exterior wall that is above ceiling Level . Subnitrcvised details.
The above conunents ane nelative to all details.
4. A11 two hour ceilings sha1l be carnied thnough;party walls iritha tight fit around pipee, etc., otherwiee alt'chasee shall beconstructed in accordanee with Section 1?06 and Table I7-A forshaft ncquirements.
oa
'r,
7. AII wcathen oxpoaed surfaccs shall be protected in accondancerlth scction 1?0? (a).
' g. $ubait a tyPical sectiqn of balcony pnojection in pelation to thGcxtcrlor rall.
9. Ie thc Etone vansa? deeigned fo:: the foltowing:a. Diffe::ential rnovenent o{ euplnrts inctuding that eauscd bytcnptrrture ehangee, ahlinkage, cre6p and deflectlon?b. to peist a honl,zontal foree equal to twice the weight of.. the vsnbor tncluding ite attachmente?Subnlt Btatement on above.
10, Vancen does not confonm to S€ctlon 3006 (b).
Il' Exit eigne rcquined In acoordanoc with Section 33]2.
L2. $ubnlt plan and dstail on how bethnooms and utility will benrchsnically vcntlfftt#
llhen thc above itelRs Lave boen connected by rev ised plans or: ad.dendumnI wj.Il bc neady to iseue a building pernit fon the euLject Jol.
IoUra trruly,
-2-
1706 (d).
TCNf,}I OT VAIL
Ed StrtrblcEuilding Official
dw
eor Chanlce Gersbach
?"k t
nllof {= +-l( ,,104
+l& 56*.1 p'o,- ,r,'..f
10Jlfu
G.A4e.a6reZ
U- e",!4
o
o
TOIIN OF VAIL
eno:ect y
of the
hereby ceffify-that I have readand understand in fulI the following exeenpts fnom theUniform Building Code and that a copy of this supplementshall be posted with the inspeetion cand at the job site;
Sec. 107
Sec.202 (e)
Sec. 302 (a)
Sec.302 (c)
Sec. 304 (a)
Sec.304 (b)
t'utlq:.n
\JJr' f (-alDsRr LU. l- t-l
aDove menttoned Prolect clo
Whenever thene is ineufficient evidence of
conpliance with the pnovisions of this code,the Building 0fficial may require tests
as pr"oof of conpliance to be made at the
expense of the or{ner or his agent, by anappnoved agency.
Wheneven any wonk is contnary to this code,the Building Official may orde:r the wonk
stopped until he authonizes the wonk to
proceed.
Appnoved plans shall not be changed, modified,
on altered without wnitten authorization
firom the Building 0fficial.
No penmit gives authonity to violate anyprovisions of this Code, or any other ondin-ance. The issuance of a pernit shall notprevent the Building 0fficial- from thereafter"
nequiring the connection of non-eonfonmities,
At the request of the Building Official , aletter shall be submitted to him fr"om aregistened land surveyor or: engineer centify-ing the location of the building in relationto pnoperty lines, pr.ior to the instal-lation of the foundation walIs.
Inspection cand shall be read, fi11ed out infu1I , and posted conspicuousl-y at the jobsite. Do not cover up any wonk not signedoff by Building Inspecton.
Before any sign nay be used or posted, it
sha1l be appnoved by the Sign Review Committee.
oRD. 15-1967
BUTLDT NE rr*rT APPL,.o't*
p7s- I
Jurisdictionot Tb1r,,N nF V*tL
Applicant to complete numbered spaces only.
USE OF BU II.OING
LICENSE NO.
tL
ttcENsE No.
ICENSE NO.
urh
Clas of work:fadiw n AoDrroN tr ALTERATION N REPAIR
Dsscribe work:
l0 Change of use {rom
ChEnge ol use to
I I Valuation of work: $
SPECIAL CONDITIONS:
WHEN PROPEBLY VAL]DATED (IN THIS SPACE} THIS IS YOUR PERMIT
tr MOVE tr REMOVE
CASH
(d, u.n',1ilt4
rNsPEcroR I
iEOiDER FROM: INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ' DO 50.
I\\n
\
ATTACI'EO SHEET)
N
PERMIT FEE
iii,l"li3i1';,4,
Fire Sprlnklers
Requtred EyqsAPPROVEO FOR ISSUANCE BV:
OFFSTREET PARKING SPAGES:
NOTICE
SEPARATE PERMITS ARE REOUIREO FOR ELECTRICAL, PLUMB-
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID tF WORK OR CONSTRUC-
TION AUTHOFIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WOflK IS COM.
Form lOO.1 969 Los FroBLEs a PAIADEnA, CiLtFOFNTA 9llOl
tINSPECTION RECORD
INSPECTOB
TRENCH
BEINFORCING
FOUNDATION WALL &
WEATHER PROOFING
CONCRETE SLAB
INT. LATHING OR DRYWALL
EXT. LATHING
MASONRY
FINAL
USE SPACE BELOW FOR NOTES, FOLLOW.UP, ETC,
?HONE a33.7rA I
,. a.4
C 5, rMe urcr
E. lA. $crafial
lA. R. Mturr'r
lfrrunn, Jrnnrrrt AND tilEURrR, rruc.
- '-; (o*ufiiny Sngi*rrr -
f,lol West 19th Avewe
$eqvg, Colorado 8O2O1
.u"ucrNo. 40417
7 /2/7L R. L:D.
'?eu /t/u //a
LEGAL DESCRIPTION OF A PAR.T 9F IRACT D
vArL VTLLAGE, SECOND FILING
A part of Tract D, 'V4i1 Vtllage Second lFiJ.i-ng, County of
Eagle, State of Colorado, mo5e trlarpicularly described asfollows: . .
", irl...-, - .,'al
Cornmencing at the Northr.zest corner of said Tract D; thence
Easterly along ttre North line of saLd Tract D, 165.00 feet to
the true point of beginning; thence along seiftd North line .
175.00 feet to a pointl thence on an angl-e to the right of
90"00r00fr, 251.25 feet to a.point; thence on an angle to the
right of 84'48 r35r' and along a curve to the left having a
radius of 525.00 feet, a central angle of 09"30r38t', an arc
distance of 87.14 feet; thence on an angle to the right of
91"54119", 36.39 feet; thence on an angle to the right of
90"00r00rr, 82.85'feet; thence on an angle to the left of
90'00r00f', 46.50 feet; thence on an angle to the left of,.
90"00tOOt'r 72.35 feet; thence on an angle to the right of
90'00100", 2B.9L feetl thence on an angle to the left of
90"00r00rr, 94.96 feet; thence on an angte to the right of
90"00r00r', L38.42 feet to the true point of beglnning; con-
taining 301000.00 square feet or 0.689 aeres, more or 1ess.
-__-|l
.!
.\ ..i
, -- r:.,:';'*
. r , .i. -i'...'ir:, ''" ' ,tl 'l i'+ :l
it f \ i. ' .: i i,l.l:,"1J. c:r.r;lo) ,....,u,,.,C
, r.l
CORPORATION
1970
. P. O. BOX Z. . ASPEN . COLORADO . 816U AC 303 . 925.7224
Mr. Charles G. B5znum, P.E.
uu]--Lo]-nq urr]-ct"al
The Tor,^ri of Vai], Colorado
P. O. Box 631
Vail-- Colorado 81657
Re: Afphorn
Dear Mr. Bynum, P.E.:
Thank you for your letter of July 30, I9'7O, with reference to
building code requirements for the above mentj-oned project.
Listed below are ouf coffnents on the ten (10) items of your l-etter;
J-. T woul-d like to point out that the west side of the kitchen
facing the dining area is completely open except for a 42tt bar,
which has no cabinets ebove. This makes the kitchen, dining and
living area one large area and this is the way that it was con-
sidered as far as ventilation was concerned. fhe sliding glass
doors in the living area have a total opening area of 46.9 square
feet, which allows 15.63 square feet of ventilation for each ofthe three areas. The area required by Section 1305 (a) is 12
square feeb per room and we have 3.63 square feet over that amount.
If the kitchen were wall-ed in I would agree that the window were
necessary, however, being as the kitchen is completely open on
one side I believe 1t shoul-d be considered in the total a:rea
developed by the living, dining and kitchen area and vented as
we have done.
2. Hearths will be made 18il.
3. A stairway to the roof will be Surnished as well- as a roof hatch.
4. Our bui]ding is a Type T.
5. For Type I construction exterior wall may be non-combustable
construction Section 1803-A. Exception 1.
A Qt-=nrini nac r.ri i- l,,--n 75' f'ro." wilJ- be furni.shed, two (2) per floor.
(See floor plan sheet three (3). )
7. Under Section 3305k Lhe Exception states that openings may be
unprotected when two (2) seperate exterior stairways serve an
exterior balcony. We have two (2) exterior stair$,ays.
B. o.K.
Page 2 I
9. We shal1 have no useabl-e space under the stairways.
l-0. Under Section 3801 (1), we shal1 have twenty (20) square
feet or rnore in each fifty l-ineal feet of exterior wal1 in the
basement garage on at least one side of the building; the
north side.
Thark you bringing these points to our attention, and if there
are any questions to the above items I shall be in Vail on
Friday, Augnrst 7,l97O and we can go over thern at that tfune.
Robert W. Cline.0eneral Managen
RWC: jm
Cord
I J-*-rr-.---Z
STATE OT COLORADO )
)
COUNTY OF EAGLE )
SS. DECLARATION OF LAND ALLOCATION
2. The descniptionbuilding is as follows:
of the building site fon the proposed
(Descniption nay be attac on surveyor's map may
t..
I' J oHJ Ll u€FroGErt la-being fir:st duJ-y sworn upon oath
depose a statements are true and cornect
aceording to my best knowledge, information and belief' to wit:
1. ?hat this statement is made in conjunction with the filingof an apptication for a building permit to the Town of Vail and to
comply with the nequirements of Anticte VII, Section 3, Ordinance
Number 7 (Senies of 1969) Zoning Ordinance for the Town of VaiI as
amended by Ordinance Number I (Senies of 1970) and Ondinance Numben 15(Series of 1970).
3. The proposed building site contains lqg:l:- square feet,
and the existing-building conlains 3o rru -TqTEF-Fet and the
pnoposed addition contaiis
-quare
feet; the total building
squir.e feet is --FGffied in the afo:resaid Zoning
Ordinance as am6frGfl--
q. The proposed buiLding and/on existing building and addition
as it nelates to the building site anea, comply to the Floo:r Anea
Ratio for: the zoning which applies to the building site, as defined
in the afonesaid Zoning Ordinance as amended.
descniption) .
STATE OF
COUNTY OF
The
sworn tottii s
COLORADO )
)EAGLE )
foregoing
befone me,
day
c<
affidavita Notaryof
o snolt
and declaration was duly subscr:ibed and
Pub1ic, by t
My Commi seion Expir:es
( Seal )
/2r"42
PLUMB,R. PERMTT APPLrcfi'o*
Jurisdiction of
to complete numbered spaces only,
Z
1[see a rtlcr'r ro sxeet)
2
A *g--,*,r{\O-it1 A-'!f \e
CENSE NO.
-o ^J
€-f EUc
ITECT OR OE!ICNEB MAII. ADDRESS
a-----:-
LICENSE NO.
3GZ6
LENOEF
6 ---..-
USE OF BUILDIN G
8 Clas ot work:D ADDITION tr ALTERATION tr REPAIR
Type ot Fixtuia o? lt m
SPECIAL CONDITIONS:WATER CLOSET (TOILET}
LAVATORY (WASH BASIN}
KITCHEN SINK & DI5P.
LAUNORY TRAY
CLOTHES WASHER
WATER HEATER
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOB A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM.
MENCE D.I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLLCATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS ANO ORDINANC€S GOVERNING THISTYEE qF WORK WILL BE COMPLIEO WITH WHETHER SPECIFIEDTIEREIN OR NOT, THE GRANTING OF A PERMIT OOES NOTqRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
?BOVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
DR INKING FOUNTAIN
FLOOR-_sINK OR DRAIN
SLOP SINK
GAS SYSTEMS: NO. OUTLETS
WAIER PIPING & TREATING EQUIP.
WASTE INTE RCEPTOR
VACUUM AREAKERS
L.AWN SPRINKLER SYSTEM
SEPTIC TANK & PIT
WHEN PROPERLY VALIDATED (IN THIS SPACE} THIS IS YOUR PEBMIT
PLAN CHECK VALIDATION PERM'r "^''"^''flA't
fi,5"
INSPECTOR
REOhDER FROM: INTERNATIONAL CONFERENCE OF EUILOING OFFICIALS ' 50 SO. LOS FOBLEs '
PASADENA. CALIFORNIA 9!IOIForm 1OO.2 9-69
USE SPACE BELOW FOB NOTES, FOLLOW.UP, ETC.
i'
I
a /J7*/2
PLUMBING
Jurisdiction
Applicant to complete numbred spaces only.
roN
/p/o-*- o F Suu np io
{L_-lsEE ATTACHED SHEEI)
MAI L OOiEg! ZIP
3 ta;/L tcEltsE No,'/Zo. Oo
aRcHrrEcl oi oE9re{aF MAt L-adDlEss
^f
PXONE LICENSE NO,
Erl
5
LICEN9E NO.
MAIL AODhESS IT NCX
US' OF EUILDIXG
I Clas of work:O AOOITION tr ALTERATION tr REPAIR
Typs ol Firlur. o? ltam
WATER CLOSET (TOTLET'
LAVATORY (WASH BASIN'
KITCHEN SINK & OISP.
LAUNORY TRAYISSUANCE
WATER HEATER
NOTICE
THIS PERMIT BECOMES NULL AND VOI D IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENOED OR AEANDONED FOB A
PERIOD OF I2O DAYS AT ANY TIME AFTER WORK IS COM.
MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINEO THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEOHEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION -OR THE PERFORMANCE OF CONSTRUCTION.
URINAL
ORINKING FOUNTAIN
FLOOR..SINK OR ORAIN
sLOP SINK
GAS SYSTEMS: NO. OUTLETS
WATER PIPING & TREATING EQUIP.
WASTE INTERCEPTOR
VACUUM BREAKERS
LAWN SPRINKLER SYSTEM
5EPTIC TANK & PIT
TOTAL FEE
WHEN PROPEFLY VALIDATED (IN THIS SPACE} THIS IS YOUF PERMIT
PLAN CHECK VALIDATION PERMIT VALIDATION n #(1
,
PINK - AFPLICANT
M.O. CASH
.al4. ,
1' .t.N't(
GOLDENROO _ TEMP. FILE
cK. M.O.
WHITE - INSPECTOR CANARY - AUDIT
MECHA
o
NrcAL PERMIT
_ /?zs-" 4ION Lr,
o
Jurisdiction o
Applicant to comptete numbered spaces only.
IVHEN PROPEBLY VALIOATED (IN THIS SPACEI THIS IS YOUR PERMIT
{f]see rrrecneo srrer)
M I L AODFESS ZIP
PHOTI E LICEN5E NO.
AFCHIIECI OF-'E5IGNER MAIL ADDRESS L lc tst{sE No.
ENCINEEF MAIL ADOFESS PHONE LtcEnsE No,
MAIL AOORESS ARANCH
USE OF BUI
8 Classof worK: E.NEW tr ADOITION tr ALTERATION tr REPAIR
TypeofFuel: Oit E Nat. Gas E[ lPC. E
PERMIT FEES
SPECIAL CONDITIONS:
Air Cond. Units*H.P. Ea.
Ref rigeration Units-H.P. Ea.
Boilers-H.P. Ea. -
Gas Fired A.C. Units-T
Forced Air Systems-B.T.U. M Ea.
Gravity Systems-B.T.U. M Ea.
Floor Furnac$-B.T.U. M
Wsll Heaters-B.T.U. M
NOTICE
THIS PERMIT EECOMES NULL AND VOIO IF WORK OB CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTTON OR WORK ISSUSPENDED OR ABANDONEDFOR A
PERIOD OF 120 OAYS AT ANY TIME AFTER WORK IS COM.
MENCED.
Unit Heeters-B.T.U. M
V6ntilation Fan
PLAN CHECK VALIDATION M.O.PERMIT vALlDArloNn , .iii, M.o. cAsH
t. l..l Ll
4(^ {"
Form 100.4 9-69
INSPECTOR
iEOiDER FiOM ! INTERNATIONAL CONFERENCE OF BUILDINO OFFICIALS I5O 90. !O3 FOBLEs. PA3ADENA, CALIIORNIA 9lIOI
i$
i
1.:
C. 3.
^|rurerE. M. tenltnl
trl. l. lliourot
oa
Iileunnn,.frnlrlrr AND MEuRrR, tflc.-
- Co*uhrry tngi*rnt -
2901 Wcst lgth Avenuc
/4r/r/ .a, r' prr/r*nver' cotorcdo 8o2o4
tEcAL DESCRIPTTON OF PART OF TRAC\ D
VAIL VILIAGE SECOND FILiNC
A part of Tract D, Vail Vtllale Second Fillng, County of Eagle,stete of colorado, more partl.cularly descrlued as foilowe: -
Commencing at the southwest corner of sald Tract D; thence Northerlyalong the westerly llne of eald Tract D 138.42 feet; thence on an.gngle to the righr of 90'00,00t', L65.00 feet to rhe true polnt ofbeglnnlng; thence on an angle to the left of 90.00,00t', tlA,+Zfeet to a polnt of intersectlon with rhe NortherLy Llne of ealdTract D; thence on al angle to the right of 90o00100r and alongeaLd Northerly Llne 175.00 feet to the Northeaeterly corner of eaLdTract D; thence on an angle to the rlght of 90o00r0brt and al.ong theEasterly ltle o{ ggld-.Tracr D, L3g,4z feer; rhence on an angle tothe. rlght of 90'90:00t', 175.00 feer to rhe cnre polnr of belinntrrg;containlng 241223,499 square feet or 0.5560 acrei, more o" I"se. -
Ptf o l att-?llt
j6u-p; o
I
rurvrvno.-999
7l22l7o E.M.s.
'x
I$
7
C. $ rllrrnr
E. l,l" Stnllal
*1" l. lvbtnt
s,CALE
tHoxt alr.tll I
Metfi, Srnlrlrl tao llrunrn, frf
.at/,
- Loatutlin! Legiaocet -
29Ol Wcstlgth Av.nuc'
Deaver, Colottdo 8O2O4
__*-_\
\_
HGHr%y
Do.e
SURVEY NO.
FIL€
38oG1
oAfE 5 tZZ r6a sy AP
t\taltF s _
SCALE 'l' - lOO' '
REV|SED / / 6V
REVISEO / / 8Y
O STEEL PINS WITH CAPS SET AA 6fiOW ,
+ cRossEs cuT AssHorvN-g ExrgftNc coFNEn FouNo
L"W*
\_
A part of Traet D, Vail Village Second Flllng, County of Eagle, State
of Colorado, more particularly descrlbed as follows: Conunencing at
the Southwest corner of sald Tract Dg thence Easterly along the South
line of sald Tract D 178.51'feet to the point of beginning; thence on
an angle to the left of 90o00r00t', 120.50 feet; thence on an angle
to rhe rlght of 95"58129r" 175.00 feet to a point on the East line
of said Tract D; thence on an angle to the rlght of 90"00100"'and
along said East line 112.83 feet to the Southeast corrler of said
Tract D; thence on an angle to the right of 95o1Lr25rr and along the
South llne of sald Tract D snd along a cun/e to the left having a
radius of 525.00 feet, a eentral angLe of 11o09r52t', an arc distance
of L02.30 feet to a polnt of tangent; thence along saLd South line
and along said tangent 60.65 feet to the polnt of beginnlng; conCalnlng
0.440 acres.
/o*
/-'\lt
:r(;ooco*o
t$*
/v
'{$
doit'
Vot'.n*1 g.-);+a
;i'='a**,
-+J:::,--
_1?^
7/t aa fr.
'1)r o63 %. (t -
- a ?-- Qq -+zz-,-.r-,
4d"rf ar-a.-ar
r-G RF A 41/"F-,ag, A3;
/
-{.o
rluly 30, 1970
Robcrt !{. Cllne
Deslgn Planning ConeultantP.0. Box 1?95
Aepcn, Colorado
PIan Check: Alphorn BEC
Dcan sr.r: vail' colo'
l. Kttchene do not have windowa aB required by Seetlon L30S (a).
2. Hsarth ia not 18 Lnches wLde meaeuned fnom fLne place openlng.Scction 1304 (J).
3. Stalntray to roof ie nequlned. Scction 3i05 (n).
4. A five Btory building nequlnee Type II conatructlon. SeeTablc 5-D fon H oecupancy.
5. Exterlor bea:ring wallg must be two-hour nonconbuetiblecongtruction. Section 1903 (a). Scetionc 1/8 and 2lB on Sheet 5ahora wood framing and h lnch gypsurn shacting whlch does not
oonfonn.
6. lfet and dry standpipes are rrguinad. SeetlonE A0g3 6 AOB4.
7. $tction 3305 (k) ehall bc conplisd with regarding protectionof oponings.
8. A emte-proof encloaure is nequi::ed by the 1967 code; however,1wiIl over look this nequirenent due to the 19?0 eode nequirernanta.Seotion 3309 (b).
9. lhsFt shal.l be no enclosed useablc space unden stair.cys Ln
an exit encloBure, nor slhlL the opan spaca und6r aueh sta*dwayebe ueed fo:r any purpoee. Section 3308 (f).
10. Tho garage shouLd be spnlnklcned. Section 3801-.
o
;.FleD Check: Alphorn ( continurd)
Vony tt:uly y6uns,
THE TOI'N OF VATL
Cha:r'las €. Bynun, P.E.Bulldlng 0ffleial
o
r.n-eguest a-rettg statlng-that thc abovc ltene wirl bc conplLadwl.th on reviscd pLans ehowlng the eorrestlons.
,The forego:l.ng correetionE ane hencby madc pant of the wonking
,,dneulnge and a copy of thls tcttsr wllt be- fur:nl.shad the eonl_traotor fon conetnuction purpos€6. Any building parrnlt forthla proJect ie Lseued eubJect to thesc comectiona.
CGB/rao
ConatructLon
l
'i,l T!!er Fipe
Subsidiory of
Tyler Corporotio
I
{'* '
o
$1
JOE CR,AIG
P.O. Box 538
Denver, Colorodo 80201
Phone A.C 303 477-8261
f!,
| | .,
rtl
q :t) e o at*--
. co!
':t..-: ---:-..._:!i:
STATE OF COLORADO
COUNTY OF EAGLE
DEC LARATION EF LAND. ALI,OCATION
)l ss.
)
t, 1,/r/tt/ss 6 asa-zc/, tbfirg first duly sworn upon oath,
depose and eay that the following statementg are true and correct
accorCing to my beet knowledge, information and belief, to wit:
l. That this etatement is made in conjunction with the filing of an
application for a building pernit to the Town of .:Vait and to comply with
tho requirements of Article VII, Section 3, Ordinance Nrr:rrber ? (Seriee
of 1969) Zoning Ordinance for the Towu of Vail,
Z. The degcription of the building aite for the propoeed building ta
ae follows:
subecribed and
(Deecription rtray be attaehed or surveyorre map may be ueed to shour dea-
cription. )
3. The propoeed building slte contain " 3E <pe- + square
ieet,andEneProPose<iburrdrngcoaEatnsffi-'-"f"-'
of area as defined in the aforesaid T.oting OrdinSnce.
4. The propoeed building, ag it relateg to the building aite area,
courpliee to the Floor Area Rgtio for the zoning which applies to the
building eite, ae defined ia the aforeaaid. T.oaing Ordinance.
arrrorn to befonru , this
il,Commision sxdnr h6nrry 13, lgi4
OWNER
I.IOTARY PUBLIC
PatQT(, vtot'-
APPLICATION TOR BUILDINC PERMIT
?HE TOWN OF VAIL
licant fill in this eectton onl
k(u
F
Bo
|Jtr
Buildiag address Lo. > t, -tp6 2Z-
Datc of Application
BUILDING INFORMATION-
New V Addition
Alteration- RePairs
Type of oc."p"ncy-;!- --.--(Al1 parts of building)
sullbtwG PIMPNSIcT's _fotif ffoor area (ss ftllg@-
No of etorie" (o. ttt. ,ff ?1'/y
No. of rooma- ?-q-No',.batt:s6o
No. of water closete lfut
No. of Familiea ?o .--.-'..-
ESTIMATED COST f--n* o(
o F coNsT Ru cTroN -lQ1Q3)1Ylaei 4.- (Materieli & ll-,abor)
Name
Addreee
City
Name (2-. tNC
Addregs
City
()
d}.{t
CIou
Name
Addrese
z
?.LCityTel. No.z
Pe 6atitrzr,,a
$j.lFt<
Lot l)
t'rock
arr.DuDolvlaron 'fi Lt ryC. t' 2_
(Circle correct classification)
l. Type of constructio@U.IU.I V V.
2. Occupancy group a.S.C.D.E.F. @l,l
Approval by planning and architectural contrrpermit.
Date
**il^7-)er,,,
f (Permittee,
ll committee to obtain building
Signature
/
nt,
BUILDING INSPECTIO!{Receipt of Plans z:zzaE----- twroval of Plzne 7'4?'/a
(2 sets required)*------b-aIJ-* Z@ -lJleAmount of Permit F"" $ ?Zt,SotE,lS Paid: Casb $_Check f_Amount of Clean up Fee $-Zilg_ Paid: Caah $ Check $_
Date permit issued _ Tap fee paid_Amount_
Final inapectior _Certificate of occupancy & compliance
&
Ff.fzta
CERTIFICATE OF OCCUPANCY AND COMPLIANCE
Vail, Colorado --1-.'::?,-.--- I g-i:'l?-
Permit is hereby granted-. -,::.i,,liiQ.i,r.'-*..l,ttdin:-tlt;-J-liI-----.----- -
to occupy the building
""-.--=rJ..'.-..--::i:r,Ufi'-i'--
-..- .-
on Lots --..----..i-)-----"-----, Block----.,.. - l::it;;,-;--l:------..-- Addition.
located in --.1:r-.-!h-i..\:LtS.l!y--l:11 t-i.!,--:,.1!+-.iti-J.;i.--.- zoning district.
The address ktron6 as -.---V:,-$ii.L- -.:,,'[-::,:.q.i='.rri.-].1:{'.r-.,.j---,.--------.---.-.
Applicant shall maiinain said building in accordance ,',tnrh all
Present or future ordinances with respect ro saniationl buil-
ding and zoning.
Official
,APPLICATION FOR BUILDING PER
?
MIT
TiIE ';:' /N C: VAIL
licant fill in this section
k
Q)
?
j Building address
Date of -A oplication
Narne
A ddress
City at,Te1. No!
Narne
City Tel. No.??--17)
Subdivision
(Circle correct cla ss ification)
l. Type of construction I, I[, ilI, ]V,
Z. Occupancy grou;r
I
INSPECTION
(for Departmental
BUILDING INFORM4 TION
A iteration_ Repairs
Tyoe of o.."p"""y .l!-
New A ddition
.A rea of Lot
BUILDINC DIMENSIONS
A ddres s
City
No. of too*" ,ld No. baths 9(t
Na'n. ASPg U Co^rrt Crt",-late r c los etsNo. .of w 3L
Addre s s
'rer. No.1t5-\dht
Total floor area (sq ItlJfLS9-?
iio- of stories 3 T>&rv
No. of f"rnili.r-J!.-
ESTIMATED COST
'OF CONSTRUCTION fu.OA----(Materials & L-abor)
I
{
q
I
s'l s\;
{a-{\I\-l
.E
&
?
trp.
o
[)
t0
COMMENTS DATE & SIGNATURE
((l
d0
0)
,.i
tl
E
T
E
Q
c)
d,
r-l
(n
E
h
(0
o
3
(t
t-1
o
Io
U)
+,
h
c)
d
U
6
q
d
O
rd
l':
{+
o
c)
+t
ko
o
+l
o
t'1
{
d
tJ4
o
(lJ
o()
&
nl
Fo
trl
|ro
g,
F
0)
J{ o.td.o5D
Fr -rr\ lJ
t:rt !:trXr-i a1H l':r{E
Y6lxs<oAdI
Y'Jfioz*,ZF<izJOp,Q
I
Eo
o)
o
o
+ru
k
U]
u
l
(J
.d
o-,
(J
tu
(0o
1{
0)u
RECORD
u s e only)
INSPECTIO}T APPROV,^ L
FOUND}.TIONS
p,
()
L,
Eou
H
o
&
d
ttt
|{
E
ai
h
d
q)
o.
l
o
a)
o
||(trio
-d
ilq
aro
d
q
q)
al
o
UJ
o
o
g)
a
bo
a
d
I(, .-g.:.-(tr
u*1.. r/(0O
1r*tra)do)
bo +rs'FtrF
cd O*r: o'F
>O f{pl{o
g6u'r5".8$r-OO o-1sl';<.!.c,
0)tr
+J
rd
bo
q)
+)d
z
Fr
Itl
P.tthz
zH
L.lJ
nl
t^'
n
FRAA4ING
FTN/ L
F,OT'GH(,
I
hl
\
FI};A L
RdIJGH
FINAL
ROUG!{
FINA L
rul
+,
0)
r*
I
(t)
E
,|i'r.
Perrnit
Perrnission is hereby
as Contr:actor to Construct
BUILDING PERMIT
Vail, Colorado
Date May 1,196I
granted Aspen Constnueti o
story
Condirninium o@
-Address Box {2, Aspen, Colorado 81611
In accordance with the provisions set forth by the Vail
Committee, subject to the rules and regulations as set
Protective Covenants, and in cornpliance with the 1954
Type of C onstruction Group
Contractor As nCo struct
A pproved
Vail Building Inspector
A rchitectural Control
forth in the VaiI Village
Uniform Building Code.
H
INSPECTION RECORD
(For Departrnental use OnIy)
bo
-i
0)
lrl
0n;
p,
INSPECTION
iSove
ROUGH
FINA L
ROUGH
FINI'L
ROUGH
.\ PPROV,A L COMMENTS DATE & SIGNATURE
-. &4- 6
tha ^.4rr.a
FOUNDATIONS
?4
(0
rurn
(,)
FINII L lof za,v?
Ji
The Town of VAIL, Colorado
Box 631 . Vail, Colorado . 81657
T'elephone 30.1 476 - 5613
Apnil 15, 1969
Aspen Constnuction Company
Aspen,
Colorado
FOUNDATTON PERMIT
Permission is heneby gr"anted to Aspen Constnuction Companyto constnuct the foundation of an apartment building located onBlock D, Vail Vill-age Second Foling, in compliance with the plansfor this p::oject submitted to this offiee and in acco:rdance withthe pnovisions of the 1964 Uniform Building Code. This permit isfon Building rrAn as designated on the p1ans.This is a temponany penmit fon construction of a pontion ofa building and in accondance with Section 302 of the 1964 UniforrnBuilding Code and the holder. of such penmit shal1 p:roceed at his
own n;Lsk without assurance that the pl:rmit for" the entire buildineon structune will be gnanted.
Appnoved:
Vail Buildins Offrcen
BUILDING PERMIT
Vai1, Colorado
Pe rrnit
rate ,iy /, rg-12
Perrnission is hereby Er^"t"d -4//-'- At/.r.lL 4rz_
at k--lto- to At/--z* ^-t story
f d"-,i" , "" /.f D) TgF./,'g.
!dd""," iott Zz, 4la t 4/t p/6//
In accordance with the provisions set forth by the Vail /,rchitectural Control
Committee, subject to the rules and regulations as set forth in the Vail Village
Protectiwe covenants, and in cornpliance with the 1964 uniforrn Buildine code.
Type of Constructio" -E Group t?
C ont ra cto r
l,pproved
INSPECTION RECORD
(For Departmental use Only)
INSPECTION .\ PPROV} L COMMENTS DATE & SIGNATURE
bD
tr
)
A.l
r:ouvp;TroNsr'iir/lc/%
FR.^ MING
FIN"lr L
ROUGH
FIN/ L
ROUGH
u
C)
t'r
u0
0.FINAL
ROUGH
bo:.
(n
o
a
g
FIN.A L
STRUCTION CORPORATION . P. O. BOXzz.. ASPEN coLoRADO.816ll . AC 303 .925.7224
April T4, L969
Bulldtng laspector
Va11
Colorado 81657
Re: Alphorn Condminfun, Valln Colorado
Dear Slr:
lttts ls to certify that we shell foLlow the pl.ans
and specifl.catlon ae prepered by Robert If. Cline.
Very cruLy youre,
[,Lk,,ffi,
JH:Jnf: I tthsq
o
P. O.
Aspen,
81611
April
Box ZZ
Colorado
L4, L969
Bullding Inspector
Vail
Cotorado 81657
Re: Alphorn CondonlnLun, Vail, Colorado
Dear Slr:
Ittie is to certify that the drawlngs submitted
herewLth conply in every respect with the Bullding
Codes adopted by the torrn of Vall and that I or
ny representatives plan to inspect the structureat various stages of construction to lnsure that
the contractor conplies with the plans.
RespectfrrLly submitted,
Robert t{. Cllne
Regietered Architect
State of Texas #258L
#+Aftc. f A. \'r+
I.t
-tare --"-a \
o 1.
it
PIACE AND DATE OF BIRTH:' San Benito, Texes, March 28, L928
I'{ARITAL STATUS:
Married - four children
I.{ILITARY SERVICE:
U.S. Marlne Corps, 1946 - 1948
Special l,ieapons Instructor
EDUCATION:
A & M College of Texas - Bachelor of Architecture
ARCHITECTI.'RAL REGISTRATION :
State of Texas #2581
DESIGNS HAVE APPEARED IN THE FOLLOWING PUBLICATIONS:
The Panama American La Estrella, Reorrblic of Panama
Valley MornLng Srar The Missionary Digest
Brovrnsville Herald The Texas Mortitian
Denver Post
F. W. Dodge Corporation Report "Cost Trends"
PUBLICATIONS:' "Daylighting Guide" A technical manual writEen for and sponsored
by Naturalite Incorporated, Dallas, Texas. This riras a 16 month
research project during which I devised a system where by sky-
. lights could be selected from charts for various desired levelsof illuminacion. Information on rhe Daylighting Guide has
appeared in Ehe "Research and Manpower Survey'f publication of
the A.I.A. and "The Architeccural Record."
PROFESSIONAL AFFILIATIONS :
. American InstltuEe of Archirects
Texas Soclety of Architeccs
Solar Energy SocieEy
Ilirulinating Engineering SocieEy
')
t
EXPERIENCE RECORD:
1952 - 1953
(11 years)
1954 - 19s8(3t years)
1952,
1956 - 1957(2 years)
1958 - 1960
(2 years)
Cocke, Bowman & York - Architects, Harlingen,
Texas. tluties included drafting, deliniation
and Job supervision. The three partners dis-
solved the firm and Mr. York asked me Eo go
to work for him. Building tyPes: schools,
residences, connterclal buildings, hospitals and
housing projects.
John G. York, Architect, Harlingen, Texas and
Beeville, Texas. Associate member of the firm
and duties included office a&ninistration'
design, drafting, specification writing, de-
1i-niation, cost estimating, job supervision,
client conEact and public relations work. I
managed the office in Beevitle, for nine months
and laEer was in charge of che Harlingen office.
This firm was dissolved when I'1r- York went to
the University of Oklahoma to teach in the School
of Architecture. Building types: banks, schools,
cornrnercial buildings, residences, housing projects'
beach developmenE' U'S. Air Force work, Corp of
Engineer work, FIiA work, PH \^tork' GSA work and
high rise buildi.ngs.
Architectural Research Division of the Texas
Engineering ExperimenE StaElon, Coltege Station,
Texas. I assi-sted with research work on natural
ventilation and natural lighcing in buildings.
Building types: schools and residences. (This
was half time work while ln college-)
Romieniec and Cline ArchitecEs, Bryan, Texas and
Harlingen, Texas. A partner j-n the firm and in
charge of the Harlingen office. Drties included
office administration, cl-ient contact, public
relations work, design, deliniation, drafting, job
supervision, specification wTlting and cost
estimating. Building types: motels, hotels,
schools,beach developroent, vocational shop, banks,
housing proieccs, deparEmenE score, resldential
t"rork, law office and funeral hsne. Th{s firm was
dissolved when Mr. Romienlec moved to New York
to become assistant Dean of the School of
Architecture at Columbia University. He is
presently chairman of the Board of the School of
Archltecture, Texas A & M Unlversity.
Private practjce; Harlingen, Texas, Panama City,
1960 - T96q Republic of Panama, Canal Zone, Aspen, Colorado.(7L years) n,rilding types: schools, banks, cormnercial
buil.ciings, residences, motel,s, condominiums,
apartment buildings, beach development.
4,
PROJECTS OF RO{IENIEC & CLINE
Blbbon Building, Harlingen, Texas $ 64,000.00
Walsh Building, Brownsville, Texas 60,000.00
Brownsville Building Corp.Housing, Brorrnsville,Texas L40,000.00
D. T. tlay HousinB, Harlingen, Texas 150,000.00
Tropical Savings & i,oan Association,Harlingen,Texas 92,000.00
J. C. Hay Residence, Harlingen, Texas 50,000.00
George W. E11iot Residence, Harlingen, Texas 20,000.00
Department Store, Harli.ngen, Texas 300,000.00
Van Tyne Residence, Brownsville, Texas 50,000.00
Kreidler Ashcraft Funeral Home, Harlingen, Texas 60,000.00
Shoppers World Department Srore, Brownsville,Texas 210,000.00
Sam Houston Elementary School, Harlingen, Texas 111,000.00
Seville Hotel, Harlingen, Texas 800,000.00
Shop Build,ing, tlarlingen High School.Harlingen, Texas 82,000.00
T. J. Garcia Residence,Brov,msville, Texas 75,000.00
T. J. Garcia Ranch llc,use remodelina,Raynondville,Texas 20,000.00
A. J. Garcia Residence remodeling,Erownsville,Texas 40,000.00
A. J. Garcia Ranch Hou.se remodel ing, Raymondvllte,Texas 40,000.00
'Jr'
a
PROJECTS OF ROBERT W. CLINE
Projects completed, under construction, or Ln design s tage .
$ 45,000.00
10, 000. 00
7 0, 00c. 0c
100,000.00
35 , 000. 0c
g , il[i0. 00
18 , 000. c0
50,OciJ.OtJ
4C0,00c.00
90,000.00
1 , 0[r0, 000. 00
60,000.00
25,0C0.00
45,000.00
7 1, 000. 00
12 . C0i). 00
23,CflO.0'J
?, , (:rto .00
/r5 , 0C0. 0C
i 0, 001. 00
2 5 0, i100. 00
/+00,0ti0.0C
l- , 000, 000. 00
F. A. Garcia Rancn iiouse, Sullivan City, Texas
Addi t j on to GibLon Res idence, i{arlingen, Texas
Colegio Episcopal, Panama, Repul,tic of Panama
, Rio Abajo Schooln Panama. .'tepubl:'-c of Panama
Cabal Res i<lence. Fan;rma . Repub, Republic ctf Panalria
Dor4ntoun Moct'1 , Her:1i np-ea, Iexas
1;:;
fur1in.gen St-a t e Bank, Harl ingen , Texas
HcRear Res i<lence; Da I 1as , T*xas
' Folley Residencet C€-nreLn Texas
I
'Kerqrotle iir-ri 1r{ing, , i'spen , (li' 1 ora,1,.
.1.
{spen .'\1ps .llub Far, -';soen., Colcrario
iieal th Cl.'.-rt: , AsDen r1 I ls , Aspen, oolcrado
Colren Re.si ciencr', ,.1sperr, Coloraric
Cl {ne Res i.dence , ;is prln , Oc'l-oracl.l :
.\
O t D 81i1d:i irg l).eiri,ce i inr'., \tai.l., lcllorado r .
Ski Countrv l,aurtr]rv, "1,spen,. (lolcr:tdo
Aspen Alps r,1r, ,'isi-ren, i--oloraCo (condorn:inltrn)
I
$1,100,000.00
13 , 000. 00
28, 000. 00
45 , 000. 00
30,000.00
15 , 000. 00
400,000.00
1,000,000.00
''t'il
-? 6'7.
PERSONAL REFERENCES:
Lleut. General Robert W. Harper
522 E. Van Buren Srreetllarlingen, Texas
Blehop R. Heber Gooden
Mlssionary District of the Panama Canal Zone
Box "R", Balboa, Canal Zone
Edward J. Romieniec, A.I.A.
Chairman of rhe Board
Sehool of Architecture
TexasA&MUniversity
College Sratlon, Texas
Ben H. Evens, A.l.A.
Dlrector of Research
Anerican Institute of Architects
1735 New York Avenue, N.W.
I{ashlngton, D.C.
ak David p. Ashcroft, A.I.A.
520 North 10th Streer
McALlen, Texas
. l(af,l M. Gibbon
. Gtbbon Building
llarll.ngen, Texas
Kent Broyhill, A.I.A.
3415 Ceqtar Springs
Dallas, Texas
O.,H. polley
Center, Texas
John J. Keoendo, PresidentNaturalite, Incorporated
Post Office Box 11006
Dal.las, Texes
' P" iitrY'i' i:" t' ' lr: '.j.l i' (.i; s irrr,1s1-' i1---
':lort$,:,:n, i*,.t€, -,',):)',.:.
o
?.1i.-
*'P,^-.F
:.-;{,-t};
% The Town of VAIL, Colo t"#
Box 631 . $all, Colorado a El6i,r%c
' '""'' . ' ABnil 15' 1969
';tili i: ,:z
Aspen Constnuction Company
Aspen,
Colonado
FOUNDATION PERMIT
Permission is hereby granted to Aspen Const:ruction Conpany
to construct the foundation of an apantment building located on
Block D, Vail Village Second Foling, in compliance with the plans
fon thii project submitted to this office and in accondance with
the onoviiioi" of the 1964 Un.jrforn Building Code. This permit is
fo:r -Building rrAil as designated on the pIans.
This iJ a temporany penmit for eonstruction of a,pontion-of
a building and in iccorbance with Seetion 302 of the 1964 Unifo:rn
,
.h1.,. , ..r,, , ,
"1+
.-l*;
i:i r.'i
i',u,t, r*t' r .
l"*i,,et,. *,'n.
', "*1. 'l .il
". -- , Ii':,t. +*---/f'r..
:,r.;.:t':- r - .,;l;
]- :- -F' ;"
i _:,',,,
'?:-i,'" :
.' .o i',.:,,1", , .
"", ".:.
,,:,i
Building Eode and the holder of such permit shall pnoceed 3t.t_ti:r,l..J.-f-\rr..6 - ------ F- - -
own nls[, without assurance that the permit fo:r the entire building
on stnuctune will be gnanted.
Approved:
va1l Eualol-ng 0fficer