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LLTTER
AIA DOCU^ITNT CBIO
I'R Ol t CT:
(nlnre, a dd ress)
r
TO:
lllesthaven Apartments
1325 l,Jesthaven DriveVail, C0
Town of Vail Building
75 South Frontage Road
Vai l, C0
Chet Horton
Departmef,t
l,lest
ARCr rlTtcT's
PROJECT NO:8018
DATE: August 13, 1982
lf enclosurcs are not as noted, please
inform us immcdialely.
tf chcckcd below, plcase:
( ) Acknowledge receipt of enclosuret,( ) Return enclosurcs to us.
AT'I N :
L
lVE TRANS,\4lT:(xl hercs'ith ( )( ) in accordancc with
FOR }'OUR:
( ) aPproval
( ) revierv & comment
( ) use
T1.I€ FOILOWING:
J
undcr scparatc cover via
your requcst
distribution to pa rties
recofd
( ) information
( ) Shop Dran'ing Prints ( ) SamPIes
( ) Shop Drawing Reproducibles ( ) Product Literature
!x) Fei'l d Refrort and Stressi ng Record
O, for ri6n:turc:nd lorwrrdinS.r not€d bclow uodcr REMARI6
E. Sec R€MARKS bclow
(xi()
Drarvings
Spccifica t ions
Changc Order
ACIION n. Aclion indicatcd on ilcm l.rnrmillcd
CODI B. No iclion rcquited
C. for rirnrtvrc .nd rcllrn lo thit officc
RENIARKS If you need anv other documentation reqardinq the P.T. slab please
contact me, at your earliest convenience.
coPlEs
AtA t'()cL,r^rtNT c8r0 'rtit A\tt F,tcAN lrisllTUrt
(with cnclosures)
D
D
D
D
D
. APR . 19:0 tDn rON
r,1AS5ACBUSt Tl 5 AVt.NUt,
MORTERA PFOFESSICI'IAL
. Ar i . cofYl cllT o 19t0
N.\v., \YASHtNGrON. O.C. 20016
FISHER ARNOLD, AIA
CORPORAIION FON AACHITECTUNE
VAIL '43 EAST MEADOW ORIVE8165/ 303/,175.5105
TRA;\-S\llIl L ttITtRof ARct Ttcr S, 1;8t
coP lt s DATi RIV. NO.DESCRIPTION ACTIONcoot
1 7 /2e/82 J.V.A. Feild Report
8/4/82 High Country Steel Stressinq Record
CROSSROADS' AT
VAIL. COL
Saunilra Smi th
ON€ PACE
JOFINSON -VOILAND-ARCHI." ETA. INC.
( tur:rrlt rag L)tgttretr s
2JO5 CAnYON EOUL€VAFO 6OUlOER. COLOAAOO aO3O2 a:t1t95r
6!85 WIST 52NO AVCNUE AnVAOA. COLORAOO aOOO2 am 2055
,o Morter,/Fisher/Arnold, Architects
143 i'leadow Dr i ve
o"' Jufl ), lgsz 'oo
n"' 27g I
Proioqtl,lesthaven Apartments
Loc.l ionVai l, Col orado
Contractor
Hyder Con s t ruct ion OwnerMansfiel d Propert ies
W€alhor
c I oudy
romp.50 "at l:15oet
AM
PM
Prossnl at Sits
Saundra Srni th, Rudy Fisher, Oon Herman,
Buff Arnold, Bob Hunnes
fu€
THE FOLLOWING WAS NOTED
Visited job site at 7:15 a.m. to observe placement of concrete in the post-tens ioned slah.
Vail, Colorado 31657
in the western most 40' of the building. Approximately 72 yards of concrete was p I aceil
with a PumPer truck and concrete testing was performed by Chen and Associates. The
placement process went smothly and was finished at approximately ll:00 a.m,
tl'
l"
Robert B. HunnesColorado PE #12373
coPtEs To
oxt nfrl FfF fltfittlr<
87 4-844:
August 4, 1982
STRESSING OF DECK}C WEST HAVEN APARTMENTS
Copper Cable from East
l. 4 3/4 -2. 4 3/4 -3. 4 3t4 -4. 4 3/4 -s. 4 3/4 -6. 4 3/4 -7. 4 3/4 _
8. 4 5/8 -9. 4 5/8 -10. 4 5/8 -
11 . 4 5/8 -L2. 4 5/8 -13. 4 3/+ -
to lvest
4 5/8 - 68,0004 5/8 - 68,0004 5/8 - 68,5004 5/g - 58,OOO4 5/8 - 68,0004 5/8 - 68,0004 3/4 - 68,0004 3/4 - 68,5004 3/4 - 68,5004 3/4 - 68,0004 3/4 - 58,ooo4 3/4 - 68,000
3 1/16- 68,0003' - 69, oo03 Ll76- 68,0003n - 6g,ooo3n - 69, ooo3 tlL6- 68,0003' - 69,000
3 'r - 59, oo03" - 5g,5oo3 7/16- 58,0003'r -'69,0003" - 68, OOO3" - 69,00034 - 59, OOO3' - 69, O0o3 L/L6- 68,500
68, ooo
68, ooo
68, 000
68,000
68 , 000.
68, ooo
69,000
68 ,5oo58, 090
68, 5oo
68 ,000'68,000
69,000
14.
15.
16.
17.
18.
19.
20.2I.
22.
23.
24.
25.
Silver Cable from South to North
1. 3"2. 3n3. 3"4. 3"s. 3 L/r6-6. 3'7. 3"8. 31/16-9. 3"10. 3 L/L6-11. 3nL2. 3x13. 3'l14. 3 L/L6-15. 3,r16. 3 1/16-17. 3n
68,000
68,000
68,000
58,000
68, 000
68, ooo
58,000
68,000
68, ooo
68, 500
59, 000
68,000
68,000
69,500
58,000
68 ,00068,000
18.
19.
20.2I.
22.
23-
24.
25.26.
27.
28.
29.
30.
31.
32.
33.
High Countryaniel Thole Steel, fnc.
,E-.*-€-
August 4, I982
STRESSING OF DECKTtr WEST HAVEN APARTMENTS
Copper Cable from East to West
4 5/8 - 68,0004 5/8 - 68,0004 5/8 - 68,5004 5/A - 68,0004 5/8 - 68,0004 5/8 - 68,0004 3/4 - 68,0004 3/4 - 68,5004 3/4 - 68,5004 3/4 - 58,0004 3/4 - 68,0004 3/4 - 68,000
3 LlL6- 68,0003" - 69,0003 LlL6- 68,0003'r - 6g10003.' - 58, O0o3 LlL6- 68,0003" - 69,0003" - 6g10003r' - 6g,5003 LlL6- 68,0003" -'6g,ooo3' - 69,0003'r - 69,00034 - 68,99$i:.3" - 6g,0oo3 LlL6- 68,500 ,i 25'92
BTVi;WEB TOR GEiIEAAL ARNAilcEA.IEIIT III|I
coilPuapct tvlTH SIBUCIUfiAL 0tslctl.
HAXE CCgSCgTtolts ltolE0. ExcEPT t(le
fiiAt{ols sPEclflcALLY AUIH0BIZE0. BEVltlf
00ES .:.I titl,tUt THE C0l{IRlCT0n F1i0[l
c0flFt?BlillllE T0 rlE c0ftTRACT 00cUtlltllls.
fioT 8ts?0ll3l8lI fofl 0ETllL lllMEllsl(ll{s
Ail! $TAilTITI€C
J0Hll$lll V0lLAtlo ABCHULET|. ilC. 1W
Pfrm.
ttOfitd'{
87 4-84
0Ar n$u
1. 4 3/4 -2. 4 3/4 -3. 4 3/4 -4. 4 3/4 -5. 4 3/4 -5. 4 3/4 -7. 4 3/4 _
8. 4 5/8 -9. 4 5/8 -10. 4 s/8 -11. 4 5/8 -12. 4 5/8 -13. 4 3/4 -
68,000
6g,000
68,00058.000
68 , 000.
68,000
69,000
68,500
58, 0C0
68,500
68,000'68, ooo
69,000
14.
15.
16.77.
18.
19.
20.
2L.
22.
23.
24.
25.
Silver Cable from South to North
1. 3n - 6g, ooo2. 3" - 6g,0003. 3" - 69,0004. 3" - 6grooo5. 3 L/L6- 68,OOO6. 3" - 6g,0007. 3" - 6g,ooo8. 3 rl 76- 68, OOO9. 3" - 6g,00010. 3 1/ 16- 68, 50011. 3" - 69,000L2. 3" - 59,ooo13. 3n - 5g,o0o14. 3 I/ 16- 68,50015. 3" - 6g , 00016. 3 Ll 16- 68, O0oL7. 3.r - 69,ooo
18.
19.
20.
2L.
22.
23.
24.25.
26.27.28.
29.
30.
31.
32.
33.
High Country Steele Inc.Qaniel TholeqQaniel
\"*\
,trt{
t-
'lbe Ctngtneenng
, .rq-.ry*'o'
ctrfiersbrpfrL.
*6lffigt{' 14t4 P(art street
BlttAer, Colorado 80302
3o3 4446O-J8
Ma1y. 26, l-982
Ms, Saundra Smith
Morter-Fl,sher-ArnoLd Architects
143 East Meadow DriveVail, CoLorado 8l-657
Re: Westhaven Apartments
Our Job no. 8f140
Saundra;
Regardlng the above referenced project, thb follow-lng soluti'on has been reached, Jack l{hite and I
have deeided t,o make 4 - 3\" sLeeved openings spacedone foot apart through the waLl behind the elect-rical rnain dlstribution center for all of the conduitto the neteri stack and another 31" sleeved openingbehind the house paneJ. circuiting. These openi.ngs
shouLd be made at an el-evation of 49'3". In theeLectrlcal equipment room, provid.e 5 - 3!" conduletsand conduit to run down to four sectlons of meterstack and to one house panel. There should be a 3'high x 3r deep x 5' wide pullbox on the wall behlndthe main distribution center and another pulJ-box l-0"
high x 10" deep x 36{ wide after the first ceiling
change.
Please note that slab open.tngs and holes must be formedor sleeved prior to concrete pl-acements. Saw cutting
and coring will not be permltted in post-tensioned
s labs.
PLease issue to al-l- concerned bidders.
questions , pJ-ease cal-1.
Sincerely'.
If you have any
-,4/U^,., t € ,l)ao-r"-sLA'{-a*'"Claire E. Danos
ced: rp
cc: Jack White - JVA
ARCHITECT'S
SUPPLEMENTAL INSTRUCTIONS
AIA DOCUMENT G710 (lnstructions on reverse side)
/-a,
Owner
Architect
Consultant
Contractor
Field
Other
v
n!nntrn
PROJECT:
(name, address)
OWNER:
TO:
(Contractor)
lrles thaven Apartments
Cas cade Vi 1 l ageVail, Colorado
Mansfield, Ltd.
Hyder Construction Co.
ARCH ITECT'S SUPPLEMENTAL
INSTRUCTION NO: 3
DATE OF ISSUANCE: l{ay 27 , 1982
ARCHITECT: MORTER FISHER ARNOLD' AIA
Li
CONTRACT FOR: Construct'i on ARCHITECT'S PROJECT NO: 8018
The Work shall be carried out in accordance with the following supplemental instructions issued in accord-
ance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding
in accordance with these instructions, indicate your acceptance of these instructions for minor change to
the Work as consistent with the Contract Documents and return a copy to the Afchitect'
Description:
1, Sheet 42 - all columns at garage level to be surrounded by expansjon materiil
at slab col umn connection.2. if.1..t-nS - itair at grid line '3' - there are to be no openings at west landing'
See R4.3. Sheet 43 - stair at grid line'7' - there is to be no 5'-0" openinq at west
landing. There is t6 be one 5'-0" opening at east.landing.. See R6..
4. Street [q - openings on either side of stajr at grid line'3' are to be
6'-LOL.'in lieu of 5'-10]-2".5. Detajis 4/56 and TlSl - post tensioned slab and beam may be poured as one pour
with 8" walI above s]ab.
AttachmentS: (Herc intetl listiog ol do.umentt that supporr desctiption')
AIA DOCUMENT C71O '@1979 ' THE AMTRICAN
ARCHITECT'S SUPPTTMINTAL INsTRUCTIONS'
INSTITUTE Of ARCHIIICTS, 1735 NEW YORK AVE,,
|)
MARCH 1979 EDITION ' AIAO
N.W.. WASHTNCTON, D,C. 20006 G710 -1979
-r\', r
n ARCHITECT'S
SUPPLEMENTAL TNSTRUCTIONS
AIA DOCUMENI C710 (lnslructions on reverse side)
Orvn e r
Architcct
Consu lt.r n t
contractor
rreto
Other
D!!
ml!
PROJECT: l,les thaven APartments
(name, address)
OWNER: Mansfield, Ltd.
TO: HYder Construction Co.
(Contractor)
ARCI.I ITECT'S SUPPLEMENTAL
INSTIIUCTION NO: ?-
DATI OF ISSUA\CE: llaY 19, 1982
ARCHITECT: MORTER FISHER ARNOLD' AIA
CONTRACT FOR: Construction ARCHITECT'S PROJECT NO: 8018
Thc W<)rk shall be carrieCl out in accord.rnce witfi the follorving suplllcrncrrtal irrstrLlctions isstred in accor(l-
ance w,ith thc Contract Documents rvitlrout clrange in Contraii Sunr or Contrrct Timc. Prior to proceeding
in accordancc lvith tlrcse instructions, indicate yow o.."1rtn,.|cc of llrcse instructi0lrs for minor change to
the Work as consistcttt wif h thc Contract Documerrts an(l return a cofy to the Archirtect.
Dravijng Itens
o(ulllellt5 dllLl rr:ru'rr.r LU},/ (v Jt/r242-- /,.M z'zz /2-"- tluz&1 'rlL
noisturezf*Description:)escription:i.'-ti".Liuf - All sjll plates at foundatjon walls and slabs on grade to be
treated and sealed'Z. General - Contractor to call for special inspection durinq each pour of post-
tensi oned slab.3. A-2 - All wood frame construction at garage level shall.be fire treated, to have
a ftame spread r;;l;g-;;i-to exceed 26. Each piece of lunrber to be stamped
UL-FRS Class A. '
4. A-2 - Stair landjng at vlest stair to be 6'1" where door swinqs into landinq' East
landing to become 4'-1" at same stalr'
5. A-7 - landicapped grab bar at toilet to be 33" from floor'
6. A-14 & A-15 - ztiO'f.i*inq at roof of all stairs shall be framed with Simpson A35N
hangers .: -:.-...... .: - .r.: ^,, ^r r-rl7,A-16-C.learanceoffluetoadjacentframingtobel.,minintuminlieuof|z'..g. Sheets Sl, E3: Entrance of electrical lines fronl transfornter to be individua1ly
iun ttrrorgf'.12,, concrete wall as per Johnson-Voiland-Archuleta des'i gn, to follow-.
-sle-eiIj-q3l-l-qL-ll9rs
1. Section 03300 - Cast-in-place concrete -
be taken at each concrete pour. If pour
cylinders are to be taken. An additional
additional 50 Yards Pourecl .
2.A.: Add; Six (6) test cylinders are to
exceeds 50 yards, an additional 6' test
set of tests will be taken for each
ISSUID:ACCIPTED:
BYBY
contraclor Dateli itec tn
R(.IlitcI's SLIPPLENItNTAl. lN5lR(l(.ltoNs ' '\lARCll 1979 tl)lTl()N '
rrsiiiurr or ,rtcitttrcrs, 17.]5 Nt\v Y()RK A\/t, N w, wASlllNcT()N' D c'c710 - 1979AIA DOCUMTNT C71O
91.)79. rHL A,\ltRlCAN 20006
t , 1-r lt:-.
ARCHITECT'S
SUPPLEMENTAL INSTRUCTIONS
E
AIA DOCUMEN'l C710 (lnstructions on rcverse side)
Mansfjeld, Ltd.
MORTER FISHER ARNOLD, AIA
Johnson-Voi I and-Archul eta
Hyder Construction ComPanY
Enqi neeri ng Partnershi P
Owner
Architect
Consultant
Co n tracto r
Field
Other
aa
E
E!
m
PROJECT:|,lesthaven APartments
(nanre, address) VaiI, Colorado
OWNER: Mansfield, Ltd.
ARCHITECT's SUPPTEMENTAL
INSTRUCTION NO: 1
DATE oF ISSUANCE: APri I 30 , 1982
ARCHITECT: MORTER FISHER ARNOLD' AIAHyder Constructjon Co.TO:
(Contractor)
CONTRACT FOR:Constructi on ARCHITECT,S PROJECT NO: 8018
The Work shall be carried out in accordance with the follou,ing supplemental instructions issued in accord-
ance rvith the contract Documents without change in Contracl sum or Contract Tinle. Prior to proceeding
in accordance with these instructions, inclicate your acceptance of these instructions for minor change to
the Work as consistent with the Contract Documents and return a copy to the Architect.
[)escription:
Specjfication Items
1. Section 06400 - Arch'i tectural Woodwork: Kitchen and vanity cabinets at first
level units to be Regal 0ak Classic by Diamond Industries, ilillsboro,0regon.
Kitchen and vaniiy iiuinets at upper ievel units to be Concept Series, white,
as manufactured by Home Crest Corp., Goshen, Indiana'
2. Sectjon 07570 - ii'uitii lopping 2A: All exterior decks and walks shall be
finished wjth Polyiok deck'.oaiing 131 system, as manufactured by Toch/Carboline
Company, St. Loui s , M0 ' , standard col or.
(see attached sheet for more descriptions)
AttachmentS: (tlcrc insetl listinl ol documcntt IhaI support clesctiPtion J
1. R-1A - Revised site plan showing nevl buiiding location'
2. l/R - Spandrel beam detail.
3. 2/R - Revised N.bl' stair Plan.4. :7n - Sf.i rack detail for E or tlJ wall of outside storage closet all units'.
5. 4/R - Revised window schedule.
6. Letter frorn JVA re: Detail 1/R-
ISSUED:
BY
ACCEPTED:
BY
Contractor Date
ARCITITECT's SUPPLTMINTAT INSTRUCTI()N5 ' '\IARCH
1979 [DITION '
INSTITUTT OF ARCHITECTS, 17]5 Nttv YORK AVT,, N.W., WASHINCTON, D'C'G710 -1979AIA DOCUMENT C71O
01979 . THt AMIRICAN 20006
a,-,-{REHITECT'S SUPPLEM I NSTRUCTI ONS
WESTHAVEN APARTMENTS
Apri l 30, l9BZ
Page 2
DRAWING ITEI'IS
in Iieu of 51'-10".-7- Sheet S-l: ToP of wall
Iieu of 34'-10''.
elevatjon at Grid Line l wall opening to be 36'-l0" jn
4.
(
Sectjon 08600 - tlood l,ljndows - 1,8: Manufacturer shall be Pozzi \'lindot'l Company'
Bend, 0regon. Adiustments in dimensions on drawjngs pertaining to windows to
fol I ow.
Section 10300 - Prefabricated Fireplaces - 2,A: Model to be Temco Tec 36-2AD'
iireplace with black trirn. See Drawinq Item #3 of this document regarding
framing changes to accontodate fireplace.
Addendim 6nel Item #13 - Section tSS:0: Standpipe run at Garage to !e.6" diameter
plp.. All siandpipe risers to be 4" diameter pipe. Run center standpipe on1y, to
roof manifold wi th 2\" diameter pipe.
- l. Sheet A-2: Edge of planting area at drive N.E. corner of building to be 5'-6"
from outside eige of stair in lieu of 7'-0" as per Revised Site Plan.
- 2. Sheet A-3 and Al4: Top of concrete walk elevation at ll .W. corner of building
to be 49'-8.' j n l i eu of 47'11". See Revj sed Detaj l 2lR.
- 3. Sheet A-4: Detai 1 I/A4l. Dimensj on 2'-6" should be l'-9"'
-4. Sheet A-16r d.tuil'z/na - opening height of fireplace should be 3'-l 5/8" in
lieu of Z'-I;;.' 2'-li" becomes 2'-4 7/8". Detail 4/AL6 - fireplace rvidth
openings should be 3,-5ri" in lieu of 3'-912". 0pening center remains as shown.
- 5. sfreet A-fl: Detajl 16lA17 - Delete extruded alurninum thresho'ld and note 26 GA
metal flashing under threshold and deck membrane'
-6. Sheet S-l: T6p ot watl elevation at northeast conner of building to be 50'-10"
-8. Sheet 5-1: All top of wall elevations between Grid
A wall to be 46'-2i'. Spandrel beam to be as typical
face of 12" bearing wal1. See Revised Detail 1/R'
between 3 and 7.
Lines 3 and 7 at Grid Line -
1y detailed but flush wjth
Detail 1/56 no lonqer aPPlies
- 9. Sheet S-1: Top of footinq elevation of northwest stair
top of footing at planter walls to be 40'-0"'i n lieu of
41'-0" respectivelY.
-10. Sheet A-2 and S-1: The d'imension string from Grid Line 7 to 11 south of.Grjd- Line A, should reaa (o;-s';1-- (s'-10"): (9:-61).- (9'-6").- (13:-g::) - (2'-6") -
iz;-6';j - (l:;-o;)--'(:'-ot) -'(3'-6',) - (9'-i0') - (t'-0'l) -.(:l:q").- ^11.ineetS-q-Detaiis/s+'Giu-limhan9ertobeSimpsonU-414jn]ieuofSimpson
HU-414.12, sheet s-7 - Detai1 7/57: "1" shaped 12" concrete bearing wa11 rnay. be.poured as-
onu por" if conirol joint remains and wall above control iojnt is.held-back %"
i1t,rl, ' de ) from exteri or faces of wa l I . No scupper .bl ockout at detai I '13. Sneet S-Z - Detail glSt: Face of concrete to be held lr" from face of bearing
wall along entire exterior face of detail
walls at Grid Line A and
44'-6" and in lieu of
f.z
MORTEH FIS}.IER ARNOLD, AIAA pnor i.,::t()l.lAL Conno,tATtoN ron AnclltIEcrt,rit
ctios:jlto^r):. Ar v tL 143 EAST MIADOW Dt]tvfvArL. corori^ljo ljtt;57 3O3/a /6 - a) rO5
ADDENDUM NUI'{BER ONE TO DRAI^IINGS AND
FOR t^JTSTHAVEN APARTMENTSApril 12, 1982
SPECIFICATION ITEI,|S
1 L/8" T & G exterior grade
SPECIFICATIONS
1. Section 06100 Rough Carpentry, 2.8.:piywood.
2. section 07200 Insulation, 2.E.: Delete ,'with Kraft paper face',
3. Section 07500-Menibrane Roofing,2.A.: Delete,,and 2 p1y at all metalroofs". Add c, Menrbrane roof-shall be 2 ply felts at ail nretal roofs.All naterfals and methods of jnstallation sirall be 30# organic feltsby Johns l'ianvi I I e.
4. section 07500 Membrane Roofing, z.A.: specification to be 4GNG in lieuof 731.
5. section 07500 l'lembrane Roofing, 3.: Add F. upon conrp'l etion of thisportion of the work and as a condition of its'acceptance, deliverto the o'erner a-written guarantee signed by the inslaller guaranteeinqthat the jnstalled nrembrane roofing-will remain intact and f.ee i.or"leaks for a period of three years.
6. sectiorr 08700 Finish Hardware, 2.c.: Finish of butts to be poiishedchrome (USl4).
7. section 08700 Finish Hardvrare, 3.: Add B. Bi-fold finish hard|arepulls to be nrounted at outside panels of all door groupings.
B. section 08700 Finish liardrvare, z.: Add H. Bi-fold finish hardlarepulis to be Daldwin 4960, brushed chronre.
9. section 09500 ceiling Suspension systems: suspension syscem andhanger wire shall be-cold rolled sieel and lz bA. steel-respectivelyin I ieu of alunninunr.
10. Section 10550 Postal spec'i a lties: Add l . General , A. Locations of .iteurs in this section are described in this Acldendurn One, sheet A3.B. Aii vrork ,rnd products shali conrpiy with the United states postalService standards.rnd rcaulations. c. verify all locat.i ons andruounlirrq.heights.with Architect prior to instillation. 2. products,A. Furnish and install 20 vertical steel mailboxes as manufacturedby Bonrrner Industries, Inc., Landrunr, South Carol.i na, or approvedequ.r1 by Architect. t'lodel I'lo. 9010-B & 9010-12. Eich nraiibox shallbe supplied with a lock keyed uniquely from all other boxes on theproject.
\.,
ADDENDUI4 NUIII.}-IR L/I,IE TO DRAI,II NGS i\ND SPECI FI CA\{N:
FOR I,IESTHAVEN APARTI4ENTSApril 12,19t12
Page 2
11. Sect.i on 10800 Bath and Toilet Accessorjes, 2.c.: Delete "hooks"
and add "shot'/er rods " '
12. Section 11900 Appliances: Itern A. Range shall be GE JBS03., Item
B. D.i shvrasher sh;ll be GE GSD400., Itc't D. Disposer shall be GE
GFC310.
13. scction 15530 Ft're Protection - Dry standnipe systenr : Provide contplete
class I dry standpipe systeril. Run standpipe in northtvest corner of
each stai r and provi<Je -brass Zri" hose val ve and 115" reducer wi th cap
at eacn ltarage.ind floor level . Connect al l standpipes via qaraqe
ceiling ipuc6 to brass wall sianrese fire deparl'ent connection at
northeasr corner of bui1din9. Piping shall be ntinimurn Schedule 20.
coordinate sjanrese locatjon with local Fire Department and submit
shop drar.ring to-Architect. Provide al I necessary pioe supports and
drai ns a t I ow Poj nts i n Pi Pi ng.
14. section 16130 0utlets, Iten B: Fiberglass junction boxes as manufactured
ty stoer city or Allied nray be.used, with a cornplete groundinq conductor
systerrt jn ljeu of nletal specified.
15. Sectjon 16530 Exit lights: Provide vrall-nrounted double faced exit
liqhts vrith arro's, flilo #3616, at.stair entrances at each of the
toiro"iig, f!l at garage level, (6) at first level and (6) at
second level . coniect"to adiacent PE controlled liqhtinq circuit.
16 Section 16620 Fire Alarnr Systetn:
Genera I :
B.
Provicle a cotttplete ntanual and heat detection fire alarnt
systenr as required by the local Fjre l4arshall to include the
follor.rinq: (coordinate all locations vrith Fire Marshall to
jnsure conrpliance with Tovln requirements.)
Therntal ceiling rnounted detectors at qarage 1eve1 , near^
coluntn lines B-2, 4, 6, B and 10 and C-2, 4, 6, B and 10'
l.lanual double action pul lstations and audjbic alarnts below
c,rch cxit l ight at acccss to stainvells as follorvs: (3) a-t
gara!te Ievel, (6) at first level , (6) at second level
tlodi fv 120 vol t scl f-corrtained iortization dctecto|s shown orl
oriqinal p)ans for (2) level units to provide audjble alarm
frorrr both levels sitnuitaneously upon detection frotlt either level
Add thernral rate of rise detectors adiaccnt each unjt's sntoke
detector shown, for connection to the buildinq central fire
alanl systenr described below.
A.
D.
U
ADDENDUI'1 NUMBIR II{E TO DRAI,IINGS ANi] SPECIFICATIV{S
FOR WESTHAVEN APARTMENTS
April 12, 1982
Page 3
F. Add central battery backup Fire Alarm Panel , with faceplate
nrounted zone and tiouble indication, in northeast stairuell
iajui.nt standpipe riser, or where djrected by local Fire
Maishall. provide conrplete zone extension and line vo'l tage
po*et suppty rviring as'required, includinq 3 #12-I/?"C lo
2_20Atp breakers ai p,rnel ,,Hp" , and I oiv vol tacle rvi.i nq -to
r'anual dnd (-lutoratii sVste',r ,icvjces as required by manufacturer'S
wiring diagrarrts for the systenl described'
2. Products:
A. General: The nurrrbers listed below are those of the Pyro-
tronics Conrpany and constitute the type and quality of
equiprnent to be furn.i shed. 0ther manufacturers considered
uqruis are Edlards , Si nlpl ex, Ki tte and Gamer^rel I , and may be
bid based upon equivalent equipnent.
B. Control Panel: The fire alarm control panel sha11 be Pyro-
tronicssystenrlIiandsha.llbecomposedofthefo]lowing
sol jd-state plug-in niodules factory jnterconnected- to.meet
the spec'ific inital lation requ'i rements of the local Fire
Marshal I and Ci ty of Va j I .
Thea.larmsystenlshallbePyra-A-LarmModelCP-3l.Itshajl-
be listed by Undenvriters Laboratories, Inc' for service jn
accordance wittr ltrpR standards 72A, 728, 72C and 72D. It shall -
. jnclude lanrps for systenr alarnr, trouble and ground detection.
l,lorrrentary aontu.t s"itct'' shall be provided for "Reset/Lantp Test",
,'Trouble siJence,', and "Alarm silence". The trouble sjlence
switch shall silence the internal trouble siqnal sounding device.
The,rlarnr sjlence switch shal'l silence audjble signal appliances
connected to supervised audible siqnal circuits. The qround
detection ljqht shall be jllunrinated by a single ground fault on ..
any detector"circuit, audible s.i gnal circuii,-or DC power line
vliihin the systern. A single ground fault shall not prevent.
proper opetuiion of the system. DC power shall be. provide{ ..,-'. by a systerrl power supply ?.0n, a three-wjre 120/208 VAC supply with
grounded neutral, with battery standby.
C. Porver SupplY:
The power supply for the alarm systerl shall be Pyr-A-Larnr l4odel
PS-31. fnc Lhii shall'provide a full wave rectified 24 VCD
output rated at 10 anrperes, sufficient to simultaneously power
(24) detectjon zone nodules and (12) Model ZN-30s.
ADDENDUM NUM
FOR I^JESTIIAVE
Apri I 12, l9
Page 4
("':i
BER
NA
B2
ONI TO DRAI,JINGS AND SPECIFICATIONS
PARTMENTS
arrro-tested fronr the control panel
Battery Charging:
Battery charging capabi)ity shal1..be provided by a Pyrotronics
B;.;;.i f i.'urlrtoirirer N6aut e, Modei BC-34 ' capabi 1i tv shal 1
i"-pro"uil.a to recharge batter.i gs.to their fLrll capacity, luto-|l|iti.iiiy-at a h.i9h rite vrhen the battcry voltage output value
.i s Iovr and shal1 iloat charge the batteries c0ntinuously to
nrajntain ful l charge. Supeivision of battery connections'
battery fuse and bittery condition shall be provided by tne
Ba:j4 inA-itratt produie"a iystem trouble siqnai when any condi-
iion uppuurs whjch would prevent proper battery operation of the
sys teil.
Detection Line:
Dual protection 'l ine circuit nronitorinq shall be provided by
u-Ay.ln-luinr Dual Ion Zone l"lodule, Model ZN-30. tach detector
iinL sf..'u1 consist oi o-t*o wjre circuit tennjnating in.an.end
of thc line device. Upon operation of any detector or-device
insialled.i n the cjrcuit, the systern shall lock into alarm and
the red LED atu.r inii.oii"t-rii-p-1"n" fot each circuit) mounted'
on the face of tne moAule shall iliunrinate. A yel1ow LED-trouble
inAi.uting lamp (one for each circuit) also on the face of tbe
nrodule snilt iiluninate should a break occur in the detection
circuit or detector line leakage to ground beconte excessive'
Audible Siqnal Cjrcuit:
An audible signal circuit for operating audible devjces shal I be
ploU,r.OUV a Fyr-A-Larnt Alarm Extender f"lodule, Model AE-30'
Lrpon i..uipt of an actuating signal, the sol id-state circuitry
iiiiir irppiy operating pon.i foi e'ither 30 AC bells or 15 DC horns.
For 0C obv;les, jt snili potu"t 20 bells or 10 horns' The nraximum.'
ortpri ir.."nt shall be lim'ited to 1.5 arrrperes'-.flt,au!ift9
devices shall require a tt/o-lvire fused circuit fitted wl[h an
end of line device. The rnodule shall contain a yellow LED
n
F
nJiiator ianrp to indicate ejther an open or a shorted alarnl
ine when the svtent is in norntal condition' The LED shall be
G. Povrer 5uPP1Y:
To supply povrer to thc systenrs. there sfralI be provided a Pyro-
tronicsuattery'uo,lrtutloOetgtq-:i'Thisshallconsistof
a 24 volt leaO-aijd battery systenr of the sealed gelled elec-
trolytc type rated at 9 amperL hours at a 20 hour discharge
rate, UL listed.
L/f .'-*.j\rJ
SPECIFICATIONSADDENDUI'1 NUI"IBER ONE TO DRA!"IINGS ANIJ
FOR l,lESTIJAVIN APARTI''IENTS
April 12, l982
Page 5
u
Label i ng of
tions establ
I.
Alarnr Sjgnal Transm'i ssion:
Capacity for the transnrission of the alarrn siqnal to the
local fire departnrent shall be acccomplished by a Pyrotronics
niu-,otc st;tio; t'lodulc, I1ode1 LP-30. A ntonually operated,
Ji.rionn..r svrjtch stiil prevent sjqnal transnrission and shali
cause the LED to i'l I umi nate.
Encl osure:
The Pyr-A-Lann enclosure' Serjes EA-35 are to accomodate
SVtt.ir 3 control panels,'input and output rnodules and al1 power
;";;ii.; ulitizeo'jn the system. _unit_shait be installed r,rhere
directed by the tocat -rire"Marshal'l . Zoning ql thg central Panel
sha.ll be "itoyished to provide a separate indjcatjon for each
of the fo1 l owi ng a reas :
l. Garage heat detectors.
2. Garage ntanual stations.
3. Fi rst I evel manual stations '
4. Second I evel manual stations.
5. thru 24. Each apartnrent separately zoned (heat detector only)
zone jndicators shall conrply r'rith final unit designa-
ished by Owner at project completion'
As required by manufacturer's wiri nqJ.
K.
End-of-Ljne CaPaci tors.
forrnat.
Autornati c Detectors:
Provide 120 volt self-contained ionization-photocell detectors
;n-eain unit as revised per this addenda for snroke detection
unO-iocat alarnt . Two level units shall be interconnected to
p.oriO".ouruonalarntuponactivation,ofeitherlevel'Nocon;
i,".tion to control tyti"n, is required of this corrrponent, Pyro-
tio',riis #3052TCM. In addition' each unjt shall be provided
rvith separate detectors rrrounted adiacent to detectors listed
above for connectjon to the nrain fire alarm panel . Detectors to
be Pyrotronics #DTI35R rate of rise type'
Alarrn Horns: Atlas #VT157U vrhooping hornltransdycel'--l4ount
ifusfr, at each unil entry ceiling' Horns shall be fu11y super-
vised, painted red.
L.
v
SPECIFICATIONSADDENDUI4 I{UI'IBER ONE TO DRAWINGS AND
FOR I^IESTIIAVEN APARTMINTS
April 12,'19B2
Page 6
l,larranty: The comPl ete
varranted as Part of the
Division 16 require$ents
Break Station: Pyrotronics MS-5, semj-flush mounted'
itilion shall be keyed to nratch fire alarm panel'
Thermal Detector: DT-135R rate of rise 1350F surface detector'
Tone Generator: lrlheelock #873 located jn fire control panel to
nrovide r'rhoopinq tone iignat to transducer r'rith an override
,i;;;;;;r;;"ii. iiie Natstrat I vojce sisnal throushout alarnt
sys terrr speci f i ed
lJirinq Diagrams: Supplier of Fire Alarm Equiprnent:hull !!,
iuspoiisible for ptouidingl a1 part of the shop drawings package'
;';;;;i"i" wiring schenraiic for purposes of installation'
iorrpi!t"-Jelai f s"or [r,e-inituitulion tr,at I be coordinated wi th
ir'.'intturl ing contralior, to their satisfaction and meeting
all operatjonal requ'i rements of the system'
lvl
N.
a.systenl , Parts and I abor, shal I be.
!tectiicat inslallation per ear'l ier
DRAl,jING ITEI4S
1. Sheet 43:
A. All "13" doors at laundry rooms in
stajrs in handicaPPed units' to be
B. One 3'-11" bank of mailboxes shall
st,rir vlall .rt grade level landing,
bank of nra.i lboxes shall be recessed
west exterior stairs. l4ailboxes to
i andi ng.
typical units and storage under
" 12', .
be recessed at north of interior
centered on grid line 7. One 5'-9"
and centered in east vtall of far '
be accessible frorn grade )evel
L.sheet A6: Fjrst and second level unjts at walls betleen storage r00ms
iOf-anO 311 and living space shall be 2x6 franring'
Sheet A7: '
A. ll,rndicapped unit, second level to be sound insulated at walls between
urri ts.
B. t'l,r'l ls betvreen storal;e roonrs 311 and 120 (as relabelled'i n Item C'
U"fo*l ,-and living ipace shall be bf 2x6 franting'
C. Handicapped unjt first level storage room to be 120, in l'i eu of 112'
D. Finish schedule: 1.) Roorn 101 floor to be concrete, all r'ta1 ls and
ceiling to be paini"o qvpruir board. 2) lloonr Il2 f.1.oor to be vinyl
jn lieu of concr.;;. il Roonr 112, storage at.handiclnqed unit' to
be roorn 120, at f"*ijft-inJ-ieiiin! to ne-painted gypsun board'
ADDENDUI'I NUI{BER ONE TO DRAWINGS AND
FOR l.lISTIIAVEN APARTI'IENTS
April 12, l982
Page 7
of all stairs.
B. Sheet Al5: Details 2/A15 and
fel t.
9. Sheet AIB:
ir'v
SPECIFICATIONS
3/AL5: Metal roof to be on 2 layers 30#
i|
4. Sheet AB: Detail 6,/48, metal roof to be on 2 layers 30# felt'
5. Sheet A10: Details 5/410, 6/A10, 7/AI0 and 8/410: All notes to read,
1/2" exterior sheathing. Delete all "p1y^rood sheathing"'
6. Sheets A11, A12, Al3, A14, 416 and A17: All floor systenls to be l1l8"
piy*ooa in Iieu'of 3i4" plyrvood structural floor with 3/8" plYwood under-
l aynrettt over rosin PaPer-
7, Sheet Al4 & A15: All top of handrajl heights to be.32" above nosinqs
tl,t
I
.J
- 10.
- 11.
'A. End kitchen elevation at second and third level units, drywall to
dryrail dinrension to read 7'-LA 3/4", in lieu of 7'-111a". Fixed
^ panel dimension to read 6", in lieu of 7h"-
iA. North kjtchen elevation at second level units, cabinet base to be
n i/q,'(50), in ljeu 0f Zl 5/8" (55). Clear open'i nq for refriqerator
to be 34 l'/i, in lieu of 33 7/8". 0verfreaa cabinet lo be 9 7/8" (25)'
'i n Iieu of 11 3,/4" (30), filler to be 3L", in l'i eu of l7/B'
c. south kitchen elevation at handicapped units, cabinet'base to be
\,, 15.'3/4"(40), jn Ijeu of 13 3/4"(35). /
jo. End kitchen elcvat'i on at handicapped units, drylall to drywalI dimen-
sjon to be g'-io 3/4", in licu oi'10'-2!"' l5 3/4" cabinet base is
to be elinrinated. 13'3/4"(35) overhead cabinet is to be elirninated '
and overheao.uuinet is to be Lg 3/4" (50), jn lieu of 21 5/8" (55).'-
Sheet 5l: Structural wood franling note f': Delete "and wall sheath'i n9"".
Sheet 53:
A. Gener.rl franring notes: wall sheathing shall not be plyvrood. l|lalls
to be sheathed rvi th ti" gypsurn board
B. All interior headers shalI be 2-2x4', s unless noted othervise.
n. Sheets 54 and 55: All interior headers shalI be 2'2x4's unless otherwise
noted.
13. Sheet ll13: Non-typical unit duct layout to include duct run fronl range
hood south to deck soffit.1
.4q l
' ' , ororuortt NUMBERXT r0 DRAWINGs AND spECIFIcArtoF
FOR WESTHAVEN APARTI1TNTSApril i2, l9B?
Page 8
L4 . Sheet l''14: Typ'i ca) uni t duct 1 ayout to i ncl ude duct run f rom range
hood north to walk waY soffit.
15. Sheet 115: Typical duct layout to include duct run from range hood north
to exteri or wal I .
16. sheets M3, 1,14, and l,l5: De lete al I duct runs from al I bathroom fans .
Convert fans to ductless
17. Sheet E4: Snroke detectors at level one to be at east entry wall. adiacent
to north bcdroom door and on oppotinq-r^rall from bedroom doors of hallway'
enter.inq two southern bedroorns.betectors at level two to be on outside
stairh,ril centered between opening to kitchen and opening to bedroom.
18. Sheet E6:
A. Lurninair schedule: Key F, Description: Delete "and exhaust fan" '
Catalog nuntber to be 9660N, in lieu of 9665N'
B. Lumjnaire schedule: Key G, Cataloq number to be 4322, 432q, and 4326,
in I jeu of ?322, 23?4, and 2326 respectively'
c. l,lechanic.rl Equipnrent Schedule: Add, Key EFl1; exhaust fan, ventlesS,
wall nrountedi ttso HP; 120 V; Rush Hampden, series A'
rt fr-L
JOHNSON-VOILAN
Conutlting Engineers
D-ARCHULETA, INC.
April 28, 1982
Ms. Saund ra Smi th
Morter Fisher Arnold, AIA
143 East Meadow Dr.
Vail, Colorado 81657
RE: l^/es thaven Apartmen ts
Dear Saundra:
Having reviewed your architectural section 1R, Edge of PT slab at wall
A from Gridline 3 to 7, dated April 22, 1982, we believe that it is an
acceptable revision of our structural section 156 provided #5 x 3'-B
dowel s are used instead of #5 x 2r-5 dowels and that the I l/2" 1D pipe
s leeves are grouted prior to backfi I I in9.
Sincerely,
JOHNSON-VO I LAND-ARCHULETA, INC.
JM:jk
W. B. Johnron
FlolJort H. Voiland
S. J. Archtrleta
Davi(l M. Hor/deshell
Rol)ert B. t lrrnnes
H. (;ary Howell
F rancis L Wclls
Robert C. Alson
Ceraldrne M. Huhl
8ou LDL n,CoLonADo 8Olo2 .,144 1951
co LoFrALr() aooo2 420 2o55
#2305 CANYON BOU Lf VA Fi D
0385 WL 5T 52NO AVLN(JL
t-
..,',".., .t/2tt 4r# 4H9;l{;N?,-Ia bu ?LlJz:tH A/-F?<-e eF atL,-
.:,
-lldx'a'tz'.t alrb-_'1o ?:re '/'-t frto\?oaV* r^a,
:tlA,o. c,^wL-^--.-l-larruf. ,
't'n/*l a.1tJu-aaAoSEae,
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II
EAGEq ?T.fe
2Z-A2
CONSTRUCTION CHANGE
AUTHORIZATION
AtA DOCUMENf C713 (lnstructions on reverse side)
,L/.-
Mansfield, Ltd.
Hyder Construction Co.
Owner
Architect
Consultant
Con tractor
Field
Other
trn!
m
trn
PROJECT:Westhaven Apartments
(name,adclress) 1325 llesthaven Drive
OWNER: Mansfield, Ltd.
CONSTRUCTION CHANCE
AUTHORIZATION NO: 2
DArE oF ISSUANCE: 6/I/82
ARCHITECT: MORTER FISHER ARNOLD, AIA
ARCHITECT'S PROJECT NO: 8018
TO:
(Con tractor)
Hyder Constructjon Co.
C()NTRACT FOR: Construction
In order to expedite thc Work and avoid or
or Contract Time, the Contract Documents
Work promptly. Submit final costs {or Work
in a subsequent Change Order.
Descriotion:
minimize delays in the Work which may affect Contract Sum
are hereby amended as described below' Proceed with this
involved and change in Contract Time (if any), for inclusion
1. A1 I square footings at grid line 'D', on compacted fjll, shall be 6'-0" by 6l-0"
square. Reinforcing shall be as jn all column footinqs'
2. All column footings at grid line'C'on compacted fll l,or on soi'l that has a
m'i nimum bearing cipacity of 3,000 P.S.F., shall be 7'-6" by 7'-6" square'
3. Sleeves for dowels sha'l I be PVC in lieu of steel at post tensioned slab.
AttaChmentS: (Here insctl listing, ol documcnts that supPort descriplion )
The following is based on information provided by the Contractor:
Method of Determining Change in the Contract Sum:
! Fixed
! Estimated
I Maximum
Architect
T & M plus fee--as-lcr-eSl ct
(lump sum, unit prices, cost plus fee or other)
Cha
of$
nge in Contract Sum Chanee in Contract Time
o1 to"be determjned ----:;*:l
CONFIRMED:
AV
Date Contractor
AUTHORIZED:
G713 -1979
MORTER FISHER ARNOLD, AIA
AIA DOCUMTNT G713 ' CONSTR(/CTION CIIANCI AUTHORIZATI()N '
@1979. THE NMTRICAN INSTITUTE Of ARCHITECIS, 1735 NEW YORK AVE.,
N'lARcli 1979 EDlrloN ' AiAo
N.W., WASHIN6TON. D.C. 20006
\
i
CONSTRUCTION CHANCE
AUTHORIZATION
AIA DOCUN4tNT C713 (/nslructions on reverse sirle)
PROJECT:Westhaven Apartments
(name,.rcjdress)
OWNER: Mansfield, Ltd.
Orvn e r
Architcct
Consu ltan t
Contractor
Field
Otlrer
CONSTRUCTION CI.IANCE
AUTIIORIZAI'ION NO:
DATE OF ISSUANCE: MaY 19, 19Bz
ARCHITECT: MORTER FISHER ARNOLD' AIA
ARCI"IITECT'S PROJECT NO: 8018
i
Kn
T
E!
T
-:- \,.,.1]\
.Ji\
(,
TO:
(Contractor)
Hyder Construction Co.
CONTRACT FOR:Constructi on
ln orclcr to extreclite tilc Work and avoid or
or Contract Tirne, thr: Contract Documents
Work pronrptly. Subrnit final costs forWork
in a subsequcnt Change Orcler.
mininriie dcl.rys in the Work rvhich nra,v affect Contract Sunt
are hereby amenclcrl as dcscribcd below. Procced rvith this
involvcd and change in Contra<-t Tinre (if any), for tnclusion
Description: 1, Excavation for footings along grid ljne 'D' is to be over excavated
to reach granular beari ng strata as approved by chen and Associates.
2. Rock outcropping, encountered at grid ljne 'A' . excavatiorq shall
remain and be doweled into'is fier design by Johnson-Voiland-Archuleta, to follow.n
AttaChmentS: (ijctc injcrt listin( ol do(umants that suppotl dc\cttPt;on )
Report from Chen and Assocjates and design by J'V'A' to follow'
The
ISSU ED:.;
Architect
BY
CONFI
BY
Date ContractorOwnern
G713 - 1979
MORTER FISHIR ARNOLD, AIA 14ansfield, Ltd
. c()NSIRUCTION cHANCt AUT'IORlz^lloN '
INSI ITUTE OF ARCIII'TCTs, 17]5 NT\4' YORK AVE.,
Hyder Construction Co.
l'4ARCH 1979 tDlTlON ' AlAa
N.\^/., WASHINCTON, D.C. 20006AIA DOCUMENT G713
€)1979. THE AMiRICAN
;'- - -1"ili-
chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
50& iD,la4 6LEI{WOOD E irrO3,COlOnAOO triOl t0t/9.3-ta5t
ltl€y 26, I9B2
Sr:bject: D<cavaLion Ocsenration, ltlest
Haven AlErtfiEnts, CascadeVillage' vail' Oolorado
Job lb. 24,072
I4ansfield Limited
1000 South Frcntage lt)ad vbstVail, @ 81657
Sandra Sn:Lth
Gentleren:
As requested, we wisited the subject site on Wy 2Q,21 and 24, L982 tD
obsenre ttre forrdation eccavalions at the subject site for suitable bearinq
conditions.
In tJ:e o<carrat-ion for footilgs along O T,ine from approxirrately
Colurn Line 3.5 to Coh-u,nr Line 7.5, soft clays and topsoils vJexe observedin tJ:e bottcrn of the excavatlon as di-scussed in or:r previous letter. A
relatively undisturbed sanple was taken and reLurned for laboratorytestilg. The results of a srrel-1-onsol-idation test are preserrted on ttre
attached figr:re. The test results indicate tlnt th-is naterial is u'tsuitablefor sul&ort of the 5,000 psf desigrn for:ndation loading,
O: lby 25, 1982, the urdersigrred ret w"ith Don lierrnan of l\'der
ConstrucLion and Buff Arnold of l4crter, Fisher & Arnold to discuss tlre
ornditions and for-r'rdation desigrr. At the tire of our neeting,
the area lnd been alnpst conpletely subexcavated to be&ock r^rj-ttr the
exception of 2 large boulders jl excess of 6 feet jn dialreter. In ttre
east end of the subject e><canriation, oorpetent gnanular bearing soils
r'rere visible at a depth of ap,proxirmtely 6 feet belcrw existing adjacent'
surface grade. It \,uas agreed anong a1I trErties that the 2 large boulders
artd any distr:rbed soils t'rculd be rqrcved ard that tJre eccavation r,'ould
be bacl<fitled wittl granular soil corpacbed to a mjnimr-rn of 1008 standard-
Proctor density to tlre prolnsed footilg g6ades. Structr:ral fill strould
extend laterally beyond ttre footing lirnits to a distance at leasl equalto the depth of fill or to undisturbed natural coarse grravels. Forndations
placed on cr.-inpacted structural fill should,be redesiqned for a rnarjrnun
so:-t Uearing pressure of 31000 psf. Foundations outiide of tJ:is sub-
e><cavated area slpuld be placed on ccfiqEtent natural coarse qranular
rnaterials.
OFFICES: CASPER . COLOFADO $PRI (t3. DENVER . SALT LAKE CITY
I'4ansfield Limited
I'Iay 26, l9B2
Page 2
As of this date, the open excavations for footings along tlre entire
€olrnm Lile L, the entire CoLr:rrr: Line A and Pads Cl and C2 harre been
observed an<l fould to be bearilg on naturaf @arse granular subsoils
suitabl-e for 5,000 psf bearing pressure. I^ile resrurend crcntinued
observation of exca-vations and testing of structural fill as reguired.
If you have any guestions or require additional service, please ca1l.
Ve4/ trul' Yours,
CIISI AI\iD ASSOCIAIES, INC.
MJB/dc
Rev. By:cc: JVA
I4orter Fistrer Arnold
Hyder @nstruction
6p3tiit+\lri 1s222 ":,
W.t-r,$,
'L
0
c)k.to"
J
A
chen and associates, inc.
APPLIED PRESSURE - ksf
Moistute Content = 19,5 Percent
Ory Unit Weight = 103.9 o"t
Samgleof: silty clay
From: €XCav&ted at D4',
6' depth
il24,072 SWELL.CONSOLI DATI ON TEST RESULTS Fig
ENCINEtRS
HYDER CONST
CONTRACTORS
4850 fackson Street Denver, Colorado 8O216 303/399-1405
March 14,1984
Mr. Gary Murrain0ffice of Cormunity Development
Twon of Vail
75 South Frontage RoadVaiI, C0 81657
Subject: Building Permit #1043
Westhaven Apartments
Dear Mr. Murrain:
I discussed your letter dated Marchsaid that he has been discussing the
Andy will get a copy of this letterIf there is anything else I can do,
7, 1984 with Andy Norris, 0wner. Heproblem with Steve Patterson.
together with a copy of your letter.p'lease Iet me know.
Very truly yours,
HYDER I NC.
HllH : dbcc: Andy Norris w/enclosure
..:,1.i
crl
TOW
... 4,.
':t"'
N
OF
REQUEST
VAIL
DATE ,.i:,,i:.
INSPECTION:
JOB NAME
MON
€r{Ltffl
TUESREADY FOR
LOCATION:
WED THUR FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V,
tr ROUGH / WATEB
tr FOUNDATION i STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
O SHEETROCK NAIL tr
o
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
B HEATING
tr ROUGH B EXHAUST HOODS
D CONOUIT tr SUPPLY AIR
tr FINAL tr FINAL
El APPROVED
CORRECTIONS:
tr DISAPPROVED
L---
tr REINSPECTION REQUIRED
DATE t-- --INSPECTOR
,*r#"toN neouisr
TOWN OF VAIL
WED THUR FRIINSPECTION:
JOB NAME
MON
CALLER
TUES
DATE
READY FOR
LOCATION:
AM PM
BUI
OF
trF
OF
rrF-F
trll
os
tr_
LDING:PLUMBING:
B UNDERGROUND
E ROUGH / D.W.V.
D ROUGH / WATER
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING
NSULATION tr POOL / H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
o
ROUGH D EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL O FINAL
.EI APPBOVED
GORRECTIONS:
DISAPPROVED tr REINSPECTION REQUIREO
DATE INSPECTOR
IINSP=CTION REOUEST
VAIL
DATE JOB
INSPECTION: MONREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr
tr
SHEETROCK NAIL tr
u
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
T] ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
DATE INSPECTOR
aINSPECTION REOUEST
TOWN OF VAIL
.r !.:. J' JOB NAME
CALLER
INSPECTION: MON TUES WED THUR FRI
DATE
REAOY FOR
LOCATION:
AM PM
BUILDING:
tr FOOTINGS / STEET
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W,V.
tr ROUGH / WATER
O FOUNDATION / STEEL
tr
D
FRAMING
ROOF & SHEER
PLYWOOD NAILING T] GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
E
tr FINAL O FINAL
ELE
trT
trF
trc
tr-
CTRICAL:MECHANIGAL:
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
- E APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
,*#"roN neouisrTOWN OF
GATEER.
READY FOR
LOCATION:
INSPECTION:MON TUES AM PM
BUILDING:
O FOOTINGS / STEEL
PLUTTIBING:
tr UNDERGROUND
tr ROUGH / D.W,V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr
o
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELEGTRICAL:
O TEMP. POWER
MEGHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
D FINAL tr FINAL
tr APPROVED
CORRECTIONS:
,E DISAPPROVED tr REINSPECTION
-.^>'.
__l_
DATE INSPECTOR
*INSPE CTION REOUEST
TOWN OF VAIL
DATE
READY FOR
LOCATION:
JOB NAME ,l t-,,! |'1 i,t--
CALLER '-.c.Cr t-
MON TUES WED THUR i.TNI
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
PLUItIBING:
/ STEEL UNDERGROUND
ON / STEEL tr ROUGH / D,W.V
tr
tr
tr
tr
tr
ROOF & SHEER
PLYWOOO NAILING
INSULATION
SHEETROCK NAIL
FINAL tr FINAL
ELECTRICAL:MEGHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr
tr
FINAL tr FINAL
u
!
a
tr APPROVED
EORRECTIONS:
DISAPPROVED N REOUIRED
i'
-/ t'-..2-t
I
DATE INSPECTOR
*,*r#"toN neouisrOF VAIL
DATE JOB NAME
MON
CALLER .'- i
THUR AM PMREADY FOR
LOCATION:
INSPECTION:TUES WED
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
tr ROUGH / WATER
tr
tr
tr
tr
tr
o
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL tr
D
tr FINAL tr FINAL
ELECTRIGAL:MEGHANIGAL:
tr
o
tr
tr
TEMP. POWER tr HEATING
ROUGH D EXHAUST HOOOS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
',.,-: "'.c.':'Xi
;: , -".' .,? j -DATE INSPECTOR
,"#"toN REouEsr
TOWN OF VAIL
INSPECTION:MON TUES WED THUR FRI
DATE JOB
READY FOR
LOCATION:
AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMB!NG:
tr UNDERGROUND
tr FOUNDATION / STEEL
-
tr ROUGH/D.W.V.
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
E FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
I] HEATING
O EXHAUST HOODS
CONDUIT O SUPPLY AIB
EI APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
DATE ,a' .
,*rf["toN neouisrTOWN OF VAIL
JOB NAME . ' ,.i .;- u- . -. .. .'f -. ,.. ... -.
'.):
READY FOR
LOCATION:
INSPECTION:MON TUES WED THUR FRI PM
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATER
tr
o
tr
tr
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING EI GAS PIPING
INSULATION tr POOL/ H. TUB
SHEETROCK NAIL tr
tr
tr FINAL T] FINAL
ELECTRIGAL:
B TEMP. POWER
MECHANICAL:
tr HEATING
tr
B
tr
ROUGH tr EXHAUST HOODS
CONOUIT tr SUPPLY AIR
tr FINAL
tr
o FINAL
g APPROVED
EoRRECTION$.
tr DISAPPROVED tr REINSPECTION REQUIRED
t
DATE INSPECTOR
,*rfr"toN REeuEsrTOWN OF VAIL
DATE
MON TUES WED THUR FRI AM PMREADY FOR
LOCATION:
INSPECTION:
BUILDING:
tr FOOTINGS / STEEL
PLUITIBING:
O UNDERGROUND
tr ROUGH / D.W.V.
tr BOUGH /WATEB
tr FOUNDATION / STEEL
tr FRAMING
,- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
ELECTRICAL:
tr TEMP. POWER E HEATING
tr EXHAUST HOODS
CONDUIT I] SUPPLY AIR
tr FINAL tr FINAL
DATE INSPECTOR
,*#"toN neouisr
TOWN OF VAIL
WED THUR FRIINSPECTION:
JOB NAME
MON
CALLEff.
TUES
DATE
READY FOR
LOCATION:
AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
B FRAMING
n BOOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL O FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED
GORRECTTONS:
DISAPPROVED tr REINSPECTION REOUIRED
.. t
?
'a
DATE INSPECTOR
,*#"toN4 ,, TOWN OF
REQUEST
VAIL
DATE
' -., t ..'..'
i, t-.
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR FRI ------ AMi PM
BUILDING:PLUMBING:
tr UNDERGROUND
T] BOUGH / D.W.V.
tr ROUGH / WATER
tr
tr
tr
tr
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION
SHEETROCK NAIL
tr FINAL
ELECTRIGAL:
tr
tr
tr
tr
TEMP. POWER
ROUGH ) t':t :
CONDUIT
tr FINAL tr FINAL
.hr.Aeeaoveo
" CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
f
I
t
DATE INSPECTOR
,*#"toNTOWN OF
neouisr
VAIL
DATE G' . ' : JOB NAME
INSPECTION:
e,AttEfi
MON TUES WED
:4
THUR FRI AMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
utr
tr FINAL I] FINAL
ELECTRIGAL:MECHANIGAL:
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH D EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
CT APPROVED
'GORRECTIONS*
tr REINSPECTION REQUIRED
DATE INSPECTOR
;INSPECTIONTOWN OF
REQUEST
VAIL
DATE JOB NAME
READY FOR
LOCATION:
INSPECTION:THUR
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr
tr
tr
D
tr
o
tr
FOOTINGS / STEEL
FOUNOATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION O POOL / H. TUB
SHEETROCK NAIL D
tr
tr FINAL E FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL D FINAL
E APPROVED
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REOUIRED
DATE INSPECTOR
,*#"toN neouisr
TOWN OF VAIL
,.-)
WED THUR FRI
DATE (-.z i'-?--
INSPECTION:
JOB NAME
MON
€*trtEff
TUESREADY FOR
LOCATION:
/-/
PM
BUILDING:
FOOT]NGS / STEEL
PLUMEING:
- tr UNDERGROUND
_ trROUGH/D.W.V._
* tr ROUGH / WATER T
- tr GAS PIPING
- tr POOL / H, TUB
t-l
_tr
- tr FINAL
TIEGHANIGAL:
- tr HEATING a
- tr EXHAUST HOODS
- tr SUPPLY AIR
-
tr
tr
tr
tr
tr
tr
tr
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING
INSULATION
SHEETROCK NAIL
tr FINAL
ELECTRIGAL:
tr TEMP. POWER
tr
tr
tr
ROUGH
CONDUIT
t-l
tr FINAL tr FINAL
+
t
.E,APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
'N#
, ;'. .,'I
F
.'l
o
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON AM PM
)r
CTION REOUEST
TOWN VAIL
THUR
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGBOUND
tr BOUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr
tr
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
D
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH D EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
boRnEcrtorus,
tr DISAPPROVED tr REINSPECTION REQUIRED
t
DATE INSPECTOR
'N#
DATE L.- /" F'Z- JoB NAME -l
CTION REQUEST
TOWN OF VAIL
AM PMINSPECTION:
.-Ga*I#R
MON TUES WED THUR FRIREADY FOR
LOCATION:
BUILDING:PLUMBING:
r] UNDEBGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr
tr
tr
tr
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL 1
FRAMING
ROOF & SHEEB
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr F]NAL
ELECTRICAL:
tr TEMP. POWER
MEGHAN!CAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
Gtr APPROVED
-COFng6g-16,1'19+-
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE
,/4.-tr;a
MORTER FISHER ARNOLD, AIAA PROFESSIONAL CORPORATION FOR ARCHITECTURE
CROSSROADS AT VAIL 'I43 EAST MEADOW DBIVE
vAtL, coLoRADO 81657 303/476-5105
May 25, 1982
Mr. Chet HortonBuilding Inspector
Town of Vail
75 South Frontage Road, l,rlestVail, Colorado 81657
RE: Westhaven Apartments (formerly Cascade Village Employee Hous'i ng)
Dear Chet:
I have recejved the Undemiters Laboratories description for Design
No. U026 from Mason'i te Corporation; and am forward'ing a copy to you
along with some additional information per our conversation of last
week. This materia'l verifies that the Masonite spec'ified for Westhaven
Apartments is approved by U.L. for use in a one-hour bearing wal1
assembly.
If you have any further questions, please contact me.
0urs,
MORTER FISHER ARNOLD, AIA
RLA: de
Encl osures
- -rrt f
Tm,
MASONITE
CORPORATIOII
I4ay 19, 1982
l4r. Buff Arrpld
l4crter, Fisher & Arrold
143 E. lGadovr Drir,eVail, Colorado 81657
Dear Mr. Arrold;
Enclosed is a copy of Urdervrriters laboratories' Design No. U026
which is a one hor:r fire rated wall design incorlnrating l4asonite
brand hardboard siding. I am also sending you a copy of a reportin which 1/2" fi-berboard sheathirg replaced /2" gypsun sheathirqin a one hour wall design
Vtre appreciate lour interest in Masonite brand sidirgs. Please
feel free to contact us anytine if we can be of any othen senrice.
Very truly yours,
MASCTiTIIE CORPORATTCN
It-- t**-i<
R. D. Kesselrirg iJ
Pr"oduct Assurance l4anager
RDK:gf
cc: W. E. Wiederaenders
WESTERN HARDBOARD DIVISION
300 FoRD ROAO, UKfAH. CALTFORNTA 95182 (7O7) 162-2961
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[ilardboard Sndflrng o
Fflre Test
One Hour Fire Test on
Exterior Wood Walls
Using Hardboard Siding
Building Codes have varying exterior wall requirements
based upon factors such as type of. occupancy in a
building, location, and type of construction. Recent
changes in code provisions prompted the wood products
industry to initiate a test program to develop more
economical exterior fire rated assemblies.
This brochure describes a fire test of an exterior wall
assembly consisting of 7/L6 inch hardboard siding, 1/2
inch fiberboard sheathing, mineral wool insulation batts,
wood studs and 5/8 inch type X gypsum board on the
interior. In the past, the assembly would require gypsum
board or cement plaster on the exterior of the studs to
achieve a one-hour fire ratinq.
5/8 "
TYPE X
GYPSUM
WALLBOAND
$l
POLYETHYLENE
FILM
WALL CROSS SECTION
HARDBOABD
SHIPLAP
EDGE
PANEL
SIDING
1t2"
FIEERBOABO
SHEATHING
R.r3MINERALwooL
BATTS
MID.HEICHTOFWALL
,,-)_ r
uu stffi
ffitrIEF
glffimffilHr,ffitffi
Oine-[Icountr Fflre Tfest @m
Extcrflcr [Mood [Ma[[s
Usfling fiilardbeard Sfldfmg
INTRODUCTION
On March 17, I8, 19 1981, the Fire Laboratories Division of Warnock Hersey
International. lnc., witnessed the construction and testing of a 10'x 10' wood
stud partition using hardboard siding. The purpose of the test was to determine if
the partition was suitable for a l-hour fire resistance rating when tested in
accordance with the American Society for Testing and Materials (ASTM) 8119-80'
Fire Tests of Building Construction and Materials.
DESCRIPTION AND MATERIALS
The Load Bearing Partition was constructed using 2" x 4" (nominal) wood studs
16" on center, assembled between 2" x 4" top and bottom plates and fastened
with two 12d common nails in each end of stud. One side of the partition was
faced with a layer ol r/2" Fiberboard Sheathing, applied vertically and fastened to
the studs wilh |Vz" galvanized roofing nails spaced 6" on center in the field and
3,, on center on edges. Hardboard Shiplap Edge Panel Siding, 7/16" thickwas
rrn
gEtffil
w mffiffi
/
{ .f-?\ |
appliedverticallyovertheFiberboardSheathing.TheHardboardSidingwas
fasiened to the studs in accordance with the AHA Application Instructions for
Hardboard Siding, Mineral Wool Batts, 3Vz', lhick x |5V2,' wide with a 2'74
lbs,/cu. ft. density were friction fit into the stud cavity'
The fire exposed side o{ the partition was faced with a 4 mil thick Polyethylene film
stapled to the studs. Then 5/8" thick x 4 It. wide x 10 ft. long Type X Gypsum
watluoara was applied vertically and fastened with 6d cement coated box nails 7"
on center. The wallboard joints were taped and received one coat of loint
compound, The nailheads also received one coat of joint compound'
TEST LOAD
The partition was loaded to 1,985 lbs. per stud. This loading imposed a working
stress of 385 psi perpendicular to the grain' The allowable design stress
perpendicularto ihe grain is 385 psi. Thus, the applied load was full allowable
design stress.
THE FIRE TEST
The partition was tested in a furnace meeting the requirements o{ ASTM E119.
The test load was applied to the partition using four (4) hydraulic jacks equally
spaced and located between the test frame and the lower sill'
THE HOSE STREAM TEST
After the {ire test, the assembly was removed from the fumace and subjected to the
impact, erosion and cooling effects of a hose stream test. As required by ASTM
ElTg-7g, the hose stream was applied at a rate of 30 psi for a period o{ 1 minute.
The hose nozzle was set twenty feet from the fire tested partition and on a line
normal to the partition's center point. Hosing was begun at the center of the
partition and slowly moved over the entire area in a zigzag pattern.
HOSE STREAM OBSERVATIONS
The partition satisfactorily withstood the erosion and cooling effects of the Standard
Hose Stream without allowing the passage of the hose stream'
The hose stream washed away what remained of the Gypsum wallboard
Polyethylene film and the insulation of the wall. The wall continued to support the
applied load.
CONCLUSIONS
This test assembly met the conditions of acceptancefor a one-hour fire endurance
rating when tested in accordance with ASTM E119-80. The conditions of
urr.f,Iun " were satisfied for both the Fire and Hose Stream tests. The finish rating
was 25 minutes.
A copy of the complete test report is available on request from the
American Hardboard Association.
a:
i.tA-a
l<+,\b
4.rjfr
Aboutt IilARDE@ ID[N$G
Hardboard siding is a reconstituted wood based building product which has been specially treated to pro-
vide excellent long term resistance to weathering when adequately protected by house paint. Hardboard
siding is manufactured by many companies, by many different processes and in a variely oI smooth, tex-
tured or embossed surfaces. Hardboard siding is sold in three general surface treatments: (1) Unprimed to
be stained or otherwise field finished; (2) Factory primed coated to be field finished after installation; (3)
Factory preflnished which includes prestained for short term service (1-3 years); prepainted for in-
termediate term service (3-5 years); and long term finish for service in excess of five years. Each manufrc-
turers warranty must be reviewed, for service expectations on the prefinished products. '
t'-
American Hardboard Association . . .
The American Hardboard Association is the national trade organization representing manufacturers ol hard-
board products used for exterior siding, interior wall paneling, household and commercial {urniture, and in-
dustrial and commercial products. The nineteen manufacturing plants of the AHA member companies
represent more than 80% of U.S. hardboard shipments. AHA serves as the central clearing house on in-
dushy and technical information for architects, builders, contractors, distributors, dealers, government
agencies and the general public. The Association is concerned with statistical reports, standard,/specification
programs, research activities, building codes, environmental affairs, educational publications, manufactur-
ing and safety activities, and governmental relations. The Association also administers a quality conform-
ance program for hardboard siding. For additional information and literature, contact: The American Hard-
board Association
American Hardboard Association
887-8 Wilmette Road Palatine, lllinois 60067 (312) 934-8800
' Abitibl-Price Corporation
P.O. Box 501
Birmingham, Michigan 48012
{313) 649-3300
'Bolse Cascade Corporatlon
sDelard Iowers - Jt€. luzS
600 South County Road 18
St. Louis Park, Minnesota 55426
1612\ 545-222r
Canadian Forest Products Ltd.
440 Canior Avenue
New Westminster, B.C. V3L 3C9
16,041 521-9656
' Champlon Internatlonal Corpotation
Building Products Division
One Champion Plaza
Stamiord. Connecticut 06921
{203) 358-7000
Evans Products Company
1115 SE Crystal Lake Drive
Corvallis, Oregon 97330
{5031 753-1211
'Forest Flber Products Company
P.O. Box 68
Forest Grove, Oregon 97116
(503) 357-2131
' MacMillan Bloedel Buildlng Materials
50 Oak Street
Weston. Ontario M9N f Sl
@t6t 244-1741
'Masonile Corporation
29 Norih Wacker Drive
Chicago, lllino's 60606
B72l 372-5642
Superior Ftber Products, Inc.
North Fifth Street & Bayfront
Superior, Wisconsin 54880
(715) 392-825r
Superwood Corporatlon
14th Avenue West & Watefront
Duluth, Minnesota 55802
(278) 727-6897
F
'Iemple-Eastex, Inc.
P.O. Drawer N r
Dboll, Texas 75941
(713) 829-5511
'Producers of hardboard siding as described in lhis brochure.
*
DATE f i /,'
INSPECTION:
JOB NAME
MONREADY FOR
LOCATION:
llr#crtoN REQUEsT
TOWN OF VAIL
TUES WED THUR FRI PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr
o
tr
o
tr
FRAMING
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL tr
o
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
O BOUGH tr EXHAUST HOODS .-
tr CONDUIT tr SUPPLY AIB
tr FINAL tr FINAL
B APPROVED
CORRECTIONS:
DISAPPROVED O REINSPECTION REOUIRED
DATE INSPECTOR
wi
{r'u, '^ tnorAt
---- 4rvaA
E COP | ru"oi*"*""
75 soulh trontage road
vail. colorado 8'1557
(303) 47!t-2138
(303) 479-2139
office of community development
March 28, 1-991.
Mr. Andy NorrisMr. Frank FreyerVail Ventures
1000 S. FrontageVail, Co 81657
RE: Westhaven Condominiums
Dear Andy,
As we previously discussed, there is growing concern with the currentcondition of the Westhaven property. After speaking with you on
Decernber 28, 1,990, you indicated that at this time Vail Ventures isthe owner of the Westhaven/Ruins property and that there were noplans for work on the project. Frank Freyer later indicated that theproject was part of the reorganization plan for the bankruptcyprocedures. At that time, Frank indicated that the Town would besupplied with a plan and explanation of the intended irnprovements tothis project. At this tj-ne, I have not recej.ved any docunentation orresponse to the Town's previous request.
The Town is in agreenent with neighboring property owners that someaction needs to be taken to clean up the property. Our departrnentfeels it would be in everyone's best interest if this were to takeplace in the near future. If dernolition of the project is notpossible at this tirne, the Town would suggest extensive landscapingthat would screen the foundations frorn all possible viewing points.
The Town is also interested in discussing the possibility of the sitebeinq used for affordable housing.
Please contact meTown's concerns.Let's hope we can
thank You,
as soon as possible with your response to the
Thank you for your assistance in this matter.find a nutually acceptable solution.
ll'ull'-
Town Planner
cc: Kevin llcTavish, Millrace and Cold,stream Condominiurns
Ron Phillips / Toun council
Gary ilurrain
75 louth fronLge md
v!ll, colorado 81657
(303) r7$2r38
(3(E) 4792139
olftce ol communlty deYelopment
February 27, 1991
Ms. Dianne Harnell-Cohen
Harnell-Cohen Associates
295o Rivermeade DriveAtlanta, GA 30327
Re: nesthaven Foundatlons
Dear Dianne:
Thank you for your letter concerning the Westhaven foundations.
Ur. Xefin McTavish did send a letter to the Tohm Council expressing
your condoninium association's concern over the appearance of the
ioundations. At this time, the Cornmunity Developnent Department
has sent a letter to the owners of the site, requesting that they
try to improve the appearance of the foundations. we hope that we
wiff be lUle to enCourage the owner to at least improve the
exterior appearance of the foundations. However, because- the
project is having some financial difficulties, it nay be difficult
to oUtain these inprovements. The Town staff will try its best to
address your concein and, hopefully, arrive at a resolution that is
acceptable to the condominium association.
If you have any further questions, Please feel free to contact
Shelly Mello of the Conrnunity Developrnent Department at 479-2L38.
Thank you for bringing this issue to our attention.
Sincerely,,l I n ,v.t t/.1l.{fh\ {trKristan PrLtzConnunity Development Director
/abcc: }layor Kent Rose and Council Dtembers
Ron Phillips, Town ManagerShelly Mello, Town Planner
r-f I
Ftfi corPY
75 south frontage road
Yail, colorado 81657
(3(B) 479-2138
(3Gr) 479-2139
January '7 , L99I
Mr. Andy NorrisVail Ventures
l-O00 S. FrontageVail, CO 81657
oflice of community development
RE: Westhaven Condorniniums / The Ruins
Dear Andy,
Attached please find a copy of a letter frorn Kevin McTavish on behalfof the Coldstream and Millrace Condominium Associations. After
speaking with you on December 28, 1-990, you indicated that at thj-stime Vail Ventures is the owner of the westhaven/Ruins property andthat currently there are no plans for work on the project,
The Town is in agireement with the condominiurn associations that soneaction needs to be taken to clean up the rproperty. our departmentfeels it would be in everyone's best j-nterest if this were to iakeplace in the near future. If demolition of the proiect is notpossible at this time, the Town would suggest extensj-ve landscapingthat would screen the foundations from all possible viewing points.
The Town is also interested in discussing the possibility of the site
bej-ng used for affordable housing.
Pl-ease contact me as soon as possible with your response to the
Townrs and the condorninium associationsf concerns. I will then pass
on the inforrnation to Kevin McTavj-sh. Thank you for your assistancein this matter. Letrs hope we can fi-nd a rnutually acceptablesolution.
Thank You,
@NQa fvvllA-
I
Shel1y Mel1o
Town Planner
cc: Kevin McTavish, Mi-llrace and Coldstream Condomj-nj-ums
Ron Phillips / Town CouncilGary Murrain
if$s uEC t4\gs0
ITILLRACE @NDOIIIINIUI,I ASSOCIATION
AND
COLDSTREAIT @NDOIiIINIUU ASSOCIATION
1000 S. Frontage Road W. ' Suite 200Vaill Co 81657
(303) 476-6953
December L2, L990
To: Vail Town Council
Ron PhilLips, Town Manager
Conmunity Development
From: Kevin Mactavish
Re: "The Ruinsr
Since at least L982t westhaven Apartments--ironically, originallyscheduled for enployee housing--has stood unfinished. It has
been called several nanes since, "CIub Condorniniumsr and now nThe
Ruins . n
On behalf of the Coldstrean and Millrace CondominiumAssociations, this blight on the neighborhood needs attention.
We are not sure why the Town has perrnitted this situation topersist as long as it bas, but the time has cone for you to takeaction. Have the developer complete the job ASAP, or have themtear it down and plant some trees.
It is unanimously agreed anong over seventy-five property ownersthat this foundation structure has affected property values long
enough' and this hasnrt been to increase !hem! It is al.sor andhas always been, unsightly.
I
department of community development
vail, colorado 81657
13031 476s613
May 12, 1982
Morter, Fisher, Arnold, A. I.A.
143 E. Meadow Dr.
Vai'l , Colorado 81657 Subject:
Gent'l emen :
P'lans for above project have been checked and may
correction at the Bui'lding Department office, 75
Vai'1.
be picked up for
South Frontage Rd.,
this plan check, p'lease contact
or 4:00 to 5:00 p.m. Monday
l.lesthaven Apartnents
Comments and correctjons are noted in red on the p1ans.
Please return two sets of corrected plans a1 ong with the checked
set upon completion of corrections.
Upon approval of p1 ans 2 sets will be stamped approved, l for thejob and I for our fi'les.
If there are any questions regarding
the undersigned between 8 and 9 a.m.
thru Friday.
Si ncerely,H4&#
Chet Horton
Building Inspector
CH:df
||flI
Project Application
Project Name: .1,.''
Proiect Description:
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone: l- |
Legal Description: Lot
Comments:
Design Review Board t/-n".oate ,P/ '/ /t':--1/
DISAPPROVAL
Su m mary:
Stalf Approval
Slll,i)
.loli
t,ot'
Al)l)lf ljSS L325
'l'lrc I ocut j on of ut. j I i t. j cs ,
I inos, nnr:;t be allpr.ovcd and
accompanyjng sitc pliu).
Mountain ljcl I
l{estcrn Sl ope Gas
Public Sclvice Compurrl,
llo) y Cross llIcctric Assoc.
Viti I Cabl e T. V.
Uppcr [aglc Valley l{atc}
and Sanitation Distr.ict
Desiqn District SD4
Col orado
l;t.: I11;1 i1t 1 t',,,,t-
t lt r-. f'ol loru'ing
|.i rt t, :; or proposed
ut ri litics lior rhc
NOTE: These vcrifj.cations <lo not rcl .i cvc tltc cotltlactor. of his
responsibilitl' to obtain a stlc(:t crrt pcrniit flrorn tlte
Town of Vai 1, l)cpartirrnt o.f l)trbl ic li,.r lk s and to obtlin
utifity locatior.rs before digging in any public r:ight-
of -way ot' c?rscnent jn the 'l'ornr of Vai I . A buil ding lrerrnit
rs not a street cut permit
obtainccl :i()l);lratcly.
.4 st l'cct crrt pcImi f nust bc
'l'his folru .i.s to vcrify scr't,jt:c :rv:ril;rblity ancl .l ocirtion.
This shcrul d be uscd in corr.i trrrr:tiotr u itir Prrrlxrlitr! ),our
ut.i I ity 1;lrrn nrrd schcrlrrrl inll irr:.t:rIIIrI iorl:',.
,-
ENGINEERING CHEiK LIST
Subdivision
Lot
Bl ock
Filing
1- Submittal Items
(A) Topo MaP
(B) Site Plan(c) utility Plan
(D) Title RePort(ii sruoiu'ision Agreement (jf appiicaule)
2. Enqjneering Requirements-
(Acceptable) (llot AccePtab'le)
-"/
__;z_,*.8 -
o
, xtlelrsft'.c Errta<
3. Sou rce of Uii 'l i ti es
1CI ectr
as
e'i.Je r
a -Ler
el epli
lf
.[.
t.
,'an4', E6*t'f
F.raa @
Approved:
Disapproved:
Departr,ini of
Bil I Arrdrcr,:s
PutrtIc Worfs
r..,1.*
lri l,r.i l;
.r Ii, \'.,' '..
l:a :; c i:r
Soffi rs
It'i lr rlll;s
ljinti,r:: 'i r. j n
IJo o r'.s
l)oor i :'i r,r
llan<l o: i).,c1. 1.,:ril s
F I tr<.-s
S tucco
!.'r t(r1'
AEP zrruc 6.eftyB-!l lt_:up ,gravel --- Dafb Gray__
lruelh lsarg tig-ilq ___ _ _.1:-g!!. gl.y__
Standinq sedm metal roof Dar.k -e.ry.1
uhi te
Meta I Dark Gray
Smooth board sidinq Li ght Gray
Wood clad hfh i te
Wood l.Jh i te
Wood solid core }Jhite
Wood Whi te
lletal Tube
l4eta I
Dark Gray
Dark Gray
f""ryt
rl
72,q?..J ,U,t "iLLASr Viarch 22, 1e82
., 20 Unit Emoloyee Housinq pro-iect for Cascade Villaqe
1325 Westhaven Drive Vail, Colorado 81657
Flas)r i:,1;s
Clt i Ll,, r'r -s
'l'ra s lr l.:::.1 ii:. u ).r..s
Gr'C''.'trir, ::: i.jr
Ot lr t'r.
u. LAUDSCnp;lit;
llame of Designer: CHNMB
C.M.U. w/stucco
Metal Dark Gray
l.lh i te
phcne:
Pl4irl_ r.'1lT_r.,ltj.:L!
82 I - 3500
litd!.ul!a_l l:,.__
Piesa-lugens.__
_Ptgea__Purtge-ts _ _"Glauca"
Co:; .,tr;
e-ol orado Spr_uce
C-o l_orO_do -91ue- Spruce
S_ee__l andscape pl on*forsize and quantity.
S rzc
I HitS
Pop_q !qs -Trenu I o i d-es Agpen
Coloneaster Api cul ata
. Physgcqlpus Monogynus
Rhus _Gl abra Ci snrontana
Spiraea Nipponica
C_ranberry Co,tonea s ter
llounta'i n Ni ne Bark
-Ro_gky .l'lounta i n Sn:oth
Sumac
Snor',rrcund Dlre rf Sc irea
lil?:'5; -
\H_qIP-t e Lea r
rrtunei
l,Ji ntercree_oer)
See landscape olan
Mahoni a Repens-- (Creep-n9 Mahonia)
SIED
*_B-Iueq1q1s_q5_: _(&qIp[i_, _Fyl t.,i n-q, _and
B_alrqrl___ _
TYPi 10i,_ T jmothy_, lQ._ Key Bl ueqrlass : !,,',1; Fir.:1,:lGt
: '-t',i.','t See landscaOe plan
50 J-bs/acre-
See landscape plan
TYPi OT
tiilGATl0:i
1O-._lla1c!.91_ lfo'lq, I 5' _Creep i Lq 8eq
l._'Lg:_ 19__Iq.!g'f lo*Eil, 1!. clqyer,
10', Ledak Al fa lfa, 10., Croi.rn Vetch
sprinkl€.r-qr dni p-irriqalion-systems;t_a,u..soddad an_d..ol-anre_o-areas.
TYPt 0ii i:! iIi0i tit0s I c:l ci:,Ti.i [qsq]ati qr_
) it l!.-.c t :
!u. larrdscale pl an-
stJi,l)tvIStoii [.lestern oortion of Area "A", Special Desjqn District SD4
NAtlrl l,.lesthaven Apartments.l0ll
r,0i'BLOCK lj I l,I.\ (;
AIJDIII]SS 1325 ldesthaven Drive Vail, Colorado
'l'hc 1ocati.on
J incs, ltust
accompanyrng
of rrt. j i i f i cs, whcthcr tlrcy Lrr; nrlin 1 r'rurk
be approvc.d and vcrjficd iry thc followjngsitc p1iLn.
l inrs or proyrosedutilitics for the
Authorizcd
!Uno1l,t_S Dat e
Mountai.n Bcl l
t/Nestcrn Slopc Gas
. Public Service Company
lloly Cross lll ectric Assoc.
Vail Cablc T.V.
Upper Eaglc Val 1ey lrJater
and Sani-tation Dis t r.i ct
,a'
^----/19-:J.lnZt'lstze/{/e-.
A: s--3>--
NO'|E: These verifications do not rclicvc the contractor. of his
responsibility to obtain a stt'ect cut permit from the
'lorvn of Vail , Dcpartinent of Publ ic liolks and to obtain
util'ity locations before digging in any public right-
of-way or easemetrt in the I'orvn of Vail, A building pernit
is not a street cut pernit
obtained scparately,
A stl'cet cut permit nust be
This form is to verify servicc avrrilablity ancl location.
This should be used in conjrurc.tion rsith prcpar.itrg )'our
utility plan ancl schcclulitrg j,rr s t i: I I a t j on s .
oo
\ltestern Slope Gas
Compa ny
I
planner
598.
2- I*lansfield, Ltd- will provide wsrco" \^'i th
line based upon tlre new as-built survey'
3. Western Slope Gas Conpany wiD Quit Clairn
to Mansfield, LtCl. as recorded in Book I97 at Page
a new 25' easement for the PiP:-
the original PiPeline easbinent
1I1 ' Eagle County, Colorado.
,.' 4. Mansfield, Ltd. agrees to sign wscco' License Agreements
crossings anit a temporary retaining wall during construction'
for any piBeline
5. Hansfield, Ltd. agrees to contact the WSGCo '
468-2529, prior to any construction near the pipeline
trith the conditions 1isted above, l{estern feels a
be rnaintained.
It there are further guestions regarding this proposed developrnent, please let
me know.
Very tru1Y Yours,
WESTERN Si.OPE GAS COI'IPANY/ ./, n 4:A/*(-,{.;!*t
Right-of:!fay Agent
LLR:plf
cc: Hansfield, Ltd-
oo
()nc Park Cenlral - lsls
P. O. Box 840 Denver
January 29,
Mr. Bill Andreus, Engineer
Toun of Vail.
Box 1O0
Vail, colorado 81657
Re: cascade village,/l:ansfiel{r Ltd-
Dear Bi 11:
western Slo;le Gas Company has been working directly sith the owner and
on the above referenced ProPosal.
After a review of the Cascade Village plan as it affects l'!'estern SloPe Gas Co''
facilities, it has been determined that the pipeline easement, ?s recordedl iir fagle
county, colorado, does not conflict with the ProPoseil building Ptans; houever' tlrc
Western Slope pipeli* ao"t cross the property in another location' 1' fo COrrgct tlr;;;; ;i;;;-;i;"1i"" d-o"r "ro.= the property in a"otr,er rocati-ot. l' To correct tlre
problem and for the protection of tfr. pip"fitl, Nansfield, Ltd- hasiagredd toithe l
following conditions:
+. :I .{,,;}iin s f idlal, : Ltd j*a-ii?e€S-=t o-survey,-' at- i t€ :expen se t
piri.ti";"";;;;i^i;";ii"r-i=-r"cated by ioscco. peisonnet. rhe as-built survev will
- - r ----l---- EOr r:;"-;;-;";;-;;; lit=.ir," wscco. pipeline survey shown on plat sheet numbers 59A and
division office in Silverthorne,
easement.
compatible relationshiP can I
N,-.
Project Name:
Project Description:
Project Application
Contact Person and Phone
Owner, Address and Phone:
Architect. Address and Phone:
Legal Description: Lot Block Filing , Zone
-
Comments:
Design Review Board
Motion by:
Seconded ay: DO l'llrt i;i4
Patlatxea-\ --=.-nppnovnA oH LY
+-+< / \_-_-_----/
DISAPPROVAL
A aS 7f d tro'-,t - (<t4-<-6trz at,.-\
Su m mary:
E statt Approval
' 1.t:; i,.l
I ril; (,1:
WESTHAVEN
loli: l,,l o
f,l'o.,1.i. i 20
J Ii I:.,, CASC.VILLAGE
Unit Emoloyee Housinq Project for Cascade Villaqe
'llrt' I'ollr,t.'i1" i.trl.9rr:i:rt isrr i..llolrrtl lx.lrrrr: it J-ir1r I itpp1.r,y.1l
/\. llllll.lrli{(; i1f.l'l:l{lAl,S
Ilc.ro f
Siding
0 Llt r,. r' l','a I I lulrtcri als
Fasc ilr
Soffi. t s
lYindor,rs
I,/indovr 1'ri.rn
Doors
Door'l'rirn
lian<! or Dcck l{ai 1 s
Flues
Flash j ngs
Chinn e1,s
l'raslr ]jnc] osures
Grccnirorrs cs
0tire r.
B. LANDSCAPING
Narne of Designer:phone :
PLANT MATERIALS
TRI ES
Spiraea Nipponica
t r'r1tliIrrrl f'1r1' .;,ilri:rr1 l;r I ir)' i itt: ir|1rl j, ;1111 t.o tlrC l)t::; ir:t llt.Vj.clv,,,rtr Ir(: 1;iVcrr:
-]fltt:_ql l''t itr:r.il_t ()olgr
B_uill-_up_ grayel._- _ _
fq99!!_E9l!._11_q.itg --___ .- Ljqht Gray
Standinq seam metal roof Dark Gray
Stucco White
Meta I Dark Gray
Smooth board sidinq Lioht Gray
l,lood cl.ad. -
Wood
t^lh i te
Whi te
Wood. solid core
l,lood
|rlh i te
Whi te
l{etal Tube Dark Gray
l4etal Dark Gray
Metal Dark Gray
C.M.U. w/stucco llh i te
CHNMB-T4i-sl-r21-_3300_-
Sotanical Nanlcr Conrnrorr.l'larle_
eol s r.a-d,o- -S_p-t"J_c e*.
Colora{q Blue Spruce
Picea Punge[s_*_
ffeeq_Punlels_-
"Gl auca "
_P.:og{L!.8_I:g[U]_qr_des ASgel_
Co_toneas ter lp i cu 1 a ta
_llylqgsryqq Monogynus
Rhus Glabra Cismontana
0uarrti-ty_ !!ae_
..See lan_dscape plan forsize and quantjty.-
-Cy_qn ! e_q ry. Co ton e a s te r
Snowmound Dwarf Spirea
SIIRI.IDS
- .'.^r:"rTYe9lMnei'uo I oratus '
s,), r (r0r /\(ir, see--la1!5cape olan
_Jl_qrple _L-e.f_ _[i[s r: c r-e.e11'e_d_ _ - _
Mahonia Repens-T Citrepi n !i -MaTrbh'i
a I
SOD
SEED
_A_l_UeS&gs.€5_:_(Adel phi . FyI ki ng and __
TYPE 10% Timothy, 10% Key Blueqrass
20% Manchow Brome, 15jU Creeping Red
Fescue, 10% Meadow Foxtail, 15% Clover,
10% Ledak Alfalfa, t0% Crown Vetch
SQUARE FOOTAGr See I andscane pl an
SQUARE FOOTAGE 25 | hs/acre
See landscape plan
TYPE OF
IRRIGATION
TYPE OR I"IETHOD
OF EROSION CONTROL
C. 0ther Landscape Featurcs (reta'i ning wa1is, fenccs, srvinunjng prools, etc.) Pleasc specify.
See landscape plan.
Vt/6r&r/af @
taD^/U
ftc,
,%er6
3o tu(oav?zz urafl
6rf -'-/q' /?44{
- 6o' Fen heaYu'Yg/f , /%r-?/i/ EltUhte5
jo dN/75
7,rz / fir+L zerzszl
ilcuroel /t/r"p
2D
/o
/o
dx/ry/ Hn,
Z E/z/rla
rE- ,/egZ u//r
?_ 8 y"( u,{/T@Z-7 /o ,*TzutetArunno4r 4Z*t // t 4oo kzav€
75 south lronlage road
vail, colorado 81657
(303) 476-7000 ofllce of communlty development
March 7, .|984
Hyder Construction
4850 Jackson Street
Denver, Colorado, 80216
RE: Building Permit #1043
l,lesthaven APartments
Gentl emen,
We have checked our records, and they indicate that the above referenced
building permjt has expired. You have had no activity on thjs permit
for ovei iaO Oays ( date of last inspection B/1,6/82), therefore' your
permit has expired.
Before you can resume work on the project you must contact this office
for a new building Permit.
Please contact thjs offjce fjfteen days from the date of this not'ice to
inform us on the progress of thjs project. Failure to reply will result
in further action.
Si ncerely,
a)tzt'L//?ot'Gary Murfain
I,4*---
Building Inspector
GM/rme