HomeMy WebLinkAboutCASCADE VILLAGE VAIL CASCADE RESORT TERRACE WING GENERAL LEGALI
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VOLUME 1I
GE}IERAL CONSTRUCTION SPECIF]CATIONS
INDEX
Section 00700 Genenal Conditions
Seclion 010N General Requirements
Section02110 Demolit'on
Section 03010 Concrete
S€clbn 04200 Unit MasonrY Work
Section O5500 Miscellaneous Mehls
Section 06200 CatPenfY
Section08100 Ardtibc'turalWooduork
FD Drawing (under separate cover'See Volume lll)
Section 081fl) Hollow M€td Doors and Frames
Section 08200 Wood Doors
t Seclion 084@ Builders Hardware
Section 08800 Glass and Glazing
Seclion 09250 Gypsum Dtywall
Sectid09300 CeramicTile
Sec'tion 09600 Marble and Stonework
Section 09750 Resilient Finishes
Sec{ion 09800 Painl
Section09900 Wallcovering
Section 10200 Bath and Miscellaneous Accessories
Section't5(D0 Equipment
Section15010 Mechanical
Section 16010 ElecUical Powerand Lighting
Section 17000 Salvage
O Seciion 18(X)0 Fumishing Coordination
AD Drawings Ardritectrral Dehils (under sepanate over'See Volume lll)
SPECIFICATIONS
SECTION 007m - General Conditions
Geneml Constuction and Flnishes
1.PRINCIPIES AND DEFINITIONS
1..1 DOCUMENIS brming tris onbad are tlre SPEGIflffiTPNS, including the General Conditons
and tre DRAWNGS. The Oontact stral be lnclusive of all addenda and modifidions incorpo
ratd lhetein pliorlo execution ofthe conhact
1.2 OWNER shall mean tn peson, firm or corporailon namd in the speifications, and shall bo
deemed to lnclude allduly au0nfted represnHives tpreof.
,|..3 PURCHASINGAGENTshallmean
o
Maryaret EvandPat Kugler
New Serve, Inc.
30505 Bainbridge Road
Solon, OH 44139
1..4 CONSULTANT/ARCHITECTshallmean
Laurie Mller
Anderson/Millet, tld.
ItM0 Notth Dayton Shset Suib 302
Chicago, lllinois 60622
1..5 INIERIORDES|GNERshallmean
Scot Jordan
Associates lll
1516 Blake Sfeel
lbnver, CO 80202
OPEMTOB shallmean
David Osunld
Destnaton Hobls and Resoft
S4 lnvemess Ddve Soutt, Stdb 100
Englewmd, CO 80112
HOTEL shallmean
Chris HanneniDeane Nhnnhg/Fat Shaughan
Vall Gccade Hobl and Club
1300 Weshaven Ddve
Vail, CO 81657
(216)49&0335 phone
(216)49e0868 tax
(312) 642{803 phone
(312)642-8661 fax
(303) 534-4444
(303)62S5035
(303) 799-3830
(303) 7996011
(e70) 47&,71 11
(970) 47F7049
phone
tax
1..6
'|...7
phone
fax
phone
fax
SPECIFICATIONS
SECTION 00700 - General Conditons
Genenal Constuclion and Finishes
1..8 GENERAT CONTRACTOR shall mean fre permn, firm or corpration fumishing labr or
matedal, or bott, b tte General Conbador.
,|..9 SUBCONTRACTOR includc any pemon, firm, or corponaton fumlshing labor or m&rial, or
bth, to tte General Contsahr.
1..10 WORK as employed henln, includes any mabrial, equipment consfruction, labor, orseNice
neessary for the @rrffucton prescdbd by tn Conbact Documanb.
1...; 1 SIMILAR shal apply in lb general sanse and not as meaning ldentical, and all contngent details
of consiluction shall be ws*d out in proper alation b theh padcular locaton and connetion b
other palh ofwotk.
1..12 ADDENDA coverirg changes, orectons, and speclal lrrterpretstons of frn dradrgs and
spclffcaflons,'shall bmme a patt of thE Contact Documenb.
1..13 APPROVED. ACCEPTABTE. OR SATISFACTORY shallbe undenstood b mean approved by
accepbble to, or satshctory b tre CONSULTANT. Equalor approved equalitems and substlu-
tions themf shall be conslderd only pdot h tme of bid.
O L.14 DtscREpANclEs. tNcoNGRUtTtEs tt ts the reponsibllity of 0re General contracbr u,here
observd disagreementmus betrryeen drawtrgs and speclfrcafions, orwiftln elffierconceming
sme in propoml. Thereafur the lbm or anangement of fofbr quality, greater quantty, or hlgher
costshallbe lncludd in he bid.
1..15 WRITIEN NOTICE shalt h demd as duly served fidelivered in penson b lhe indMdual, b a
memhr of the firm, or b an oficgr of tre corpordon br whom lt ls intended, or if defvered at or
sent by registered mall b tre lct buslness address of such individual, firn or corponalion, known
to him who gives notice.
1..16 'OR EQUAf i WhEre 'or qual' is specified, samptes shatl be submltted wittt poposals br
appowl bylhe Consulbnt
2. DGCUTION. CORREI.ATIONAND INIENT OF DOCUMENTS
2..1 The Contract Documsnts are mmplemenhry and wtrat b calld br by any one shall be as
binding as if calted for by all, tt belng the Inbnt of ttre Confact to include a[ ufflrk requlred b
complete tre consfiuction as indicabd lherein, exceptng only that work wttlch is explicifly
mentioned or lndlcd as omltbd from he conbtt
3. DRAWNGS.SPECIFTCATIONSANDINSTRUCTIONS
3..1 Untess othensi.se providd In tre Contact Documenb, the Consulbnt shal fumbh wilh pason-
able promphess any rquH additonalinsfiuctions, by meansof drawings and/orspecifications
ne6ssary br the proper exeadion of the wodt. The up* shall be executed in conbrml$ fiee
SPECIFICATIONS
SECTION 00700 - GeneralConditots
Genenal Constuclion and Finlshes
wtth and tE Conbactor shalt do no r,rork wifrout poper dradngs an/or insffuctions. All such
drawlngs shall be consi$ent wt0r fre Gonffi Documenb, tue developments helpof and
reasonably inferable fiereton.
3..2 A[ drarings, specificalions and oples frereof, fumished by the CQNSULTANT, a;p the
OIIJNER'S property. 'fhey are not to be rM on other uo*, and with fie excepton of the signd
Contact set are to b retumed b 0re CONSULTANT at tn compledon of he woflc.
GENERAL CONIRACTOR'S RESPONSIBILITY
4.,1 The Genenal Conbmtor shall verify at the stuircture or s'tte all measuremenb lndicated on the
drawlngs and shall eshblish mnectrcss of all line, levels, and pilions for all paft of hls rrut'
The General Conhctor sha[ be responsible br all rvork done under his contact, Including faulty
or improper m* of subcontrabrc and othen unda hlm by contact or o$erwise. The General
Gonftcbr shall be responshle for the conduc{ of this employees and agenb on $e sfte ard shall
mainbin good oder on tn prembe where m* on fie pmlet ls caried on.
4..2 The Geneml Gontsacbrshalldiligen$y execub tre wrrk and glve his pmnal attention and
supervision to same unlil omplebd. tVhen absent from the uprk, he shall leave a ompebnl
peison In charge nctn shall bs authofzed to ad br him. Any forcman in ctwge of any workman
rvo*ing alone on tre ruork, shall be deemed a representstive of tp General Confacbr, gMng
and caryitg ottt htstttdons reld thereb.
4.3 lt is nd lncumbent upon tln Ourer ard/or hb agent h notity te @neral Confacbr b dend to
or have in Eadiness such wort or m#dal as operatons may rquirc, it bing deemed that fte
Gerpral Contahr shall bo responslbh for all delays caused by neglect on hls part or thos
under hlm by confrac't or othemisg.
4..4 The Owner reservestre dghtb employ oheronfacbn brtrort in onnmton with this projed
The General Confiachrshall afrrd ofier conbacbn access to areas in which he is unrking and
rcamnable opprt mlty to cany out 0rek unrlt so that progle of consffiJcton wll not be delayd.
4..5 \i/here Gercnal Conbactor unnwsarlty cub, damage, or Bmoves wotk of other contacbrs, or
through negligerrce fails to notity otlren regardlng space requirements for his work, or gives
lncor@ informaion ordimenslons regardlng same, said General Gontracbr shall be fully
mporsible for conmling, d his own expens, any damaged or incoret uerdt caused by his acb
or omissions.
4..6 In all case where a Generat Gontracbr causes or ls allegd b have caused damages to any
otpr conhactor, the Ganeral Confacbr shall setUe all claims 4airst him. lf any contmtor sues
tre Ownerfordam4es altegedto have been sustalned because of lhe GeneralContacto/s
wo*, @neral ConfaAor snal defend such proceedings, et$ any Judgement awadd and pay
all expenses adsirg became of'such adon.
SUBCONTRACTORS
SPECIFICATIONS
SECTION 007ff) - General Condilions
GEneral Conshrdon and Finishe
7.
5..1 the name and address of all subconbacftns shall be fumished h fte Purchming Agent and he
slealion of subnbacbrs must be apptoved by frem; and if in fieir iudgment any hilue b
pnsecub lhe'woft ln sfiict accodance wiur the dradngs orte @nenat Contractor, afur due
notice from the Ownsr or his agent shall dlscharye tre same, but his shall in now nay releae
tre General Contracbr tom hls obllgatons and respnsibility under the Contat'
5..2 Errery subcontactor shall be bourd by the terms and provisions ol Sn confmt doslmenb so hr
as apptlcable h hls wodr. Nottring conhined hereln shall cmab any mnftctual relalion bturcen
any subrrfactor and fte &ner.
5..3 Tlp General Conbacbrshallbe fully responshle to tre Owrerforfre acb and omisslons of hls
Subconbmtors.
PERMITS AND CERTIFICATES
6..1 The @neral Conbactor shall glve all notces reguircd by law and comply with all laws, ordlnans
and reguldions bafirg on the condus{ of the mrk a drawn ald spclfid.
The @neral Contsmbrdral obbin any perm'tts rquhed bytp Clty, SHe orgoveming body
and shafl py allbes reqdrd.
Anyumrk upon which an inspecdon cedflc& by localauthotitis, Ndional Flle Pnbctst
Assciaton, and/or governlng My ls requtnd, such hts@tlon cettificab or cefficaiffi shall [e
obhlnd by tre General Confactur and shall be pald br by him.
I.AWS AND ORDINANCES
7..1 All uork and mdedals shall comply wtttr ttre 1990 Edldon of tte BOCA Building @e, Bectic
Code, Plumbing Code, atl curenb modifrcatons, and wih all oher appflcable local, Sbte and
Fedeml larc, Municlpal ordlnanm, regulations and dlrcctons of Inspecbn appointed by proper
autrorifies havirg judsdidon. In tre event thd he condilions of he speciffcatons violde $e
Code of any indusby, such Cde condltions shall prevail;the Genenal Conbacbrshalls shte in
hls bid wtrere the code is at variance with these s@lfcadons. Electical unils shall be U.L
labeled.
ACCESS. AUT}IORITY AND STOPPAGE
8.,1 Representatives of the Orner and/or hls agent shall have access at all tire duitg the prognss
of lhe work b any plm wtrere tre work is being perfuimed, ard tto Gercral Contachrshall
povlde srficient and proper hlites fur the lnspedon of the woft or m#lials.
8..2 The drementioned represenbtives Sra[ have tre dght to ilrspct all m#tiab and un& ad b
reiec{ same if in trelrludgment trey are not in onbrmity with tte dmring and spclficaliots. All
1gle6d uorlt or maleriats shall b imnediately replaced b conform wth he drawings and
sPeclfications.
SPECIFICATIONS
SECTION 007@ - General Condifions
General Consffirlion and Fin'shes
9..1
8..3 The aforemenlioned representatves shall haro tre right h order the work of the Geneml
Conhaslor or any subconbacbr wfrolly or partially sbpped il in fieir judgmEnt ihe mabdals
fumished or tre rroft be'ng done is not hr stict accordance wih the provisiors and specificdions,
or until any objectonable prcon or m#rial is removd fom $e prembe, and shall have fte
right b declare the conbact forbited for nonpsrbrmance when not being excuted according !o
the intent and meaning of tle conf6t, drarlngs and speclffcators. Such sloppge, suspenslon
orforbihrre shall not in any way invalidate any otrerterms of he ontact and no edm chalges
shall be made.
CHANGES INTTIEWORK
The Owner and/or hls 4ent may, at any tme dudng trc prqtm of the uod<, requal lhat
dbrations, devlaffons, dditiotts, or omlsslons be rnde b or tom t€ luoft as indicated and
speified. Such changw shal be nnde only in pursualrce of tre wdtten irmfidions of the Ovner
orhls 4entand shallin nowayefiotfre relatedconfa$ elherctotlmebrcomple{on,
confml-pdce, or un* b bs done, except as exprssly sbffi ln such aulhodzation, No change
shal be made, nornill blllsbrchanges, altemtons, mdlfrcaflons, deviatons, and effa orden
b recognhed or paid br, exopt upn the wdfien orderfrom lhe &mer and/or his agent No
o ndme shall be alloud, except upon he urlten order of he Owner. No change h cor6lruc'
tion fiom that as dEtailed and specified heleinaiffer may b usd, unl66s upn witbn consnt and
approval of tre OwBr ot l'ds agenl br slch substtJbs.
9..2 Authorled changes shallbe bywribn Change Orderbythe Consultanb (afurConfractb let).
Piorb contract bhtg 14 change shall bo by Addendum only'
ERRORS. AMBIGUITIES AND OMISSIONS
10..1 fury erors, ambiguities or omlsslons ln drawlngs and spifications shall be npoiled b tlrc
Ouiner and/or hls agent br onedion bebre any part of tre work involved is sHted. Unles
otrerwlse expressly stpulatd, no addldonal alounnces wlll be made in the General Confractois
frvor bcause of erom, amblguitim and/or omisslons which should reasonably have hn
discoyered by hlm durlng $re pteparaton of bH ggdmab and dlrcbd b t|e atbnton of the
Owner and/or his agent hr a tlmely manner. the wdfren dcision of the Oumer and/or his agent
will be final,
PUBUC LIABILITY. CASUALTY AND WORKMEN'S COMPENSATION INSURANCE. ETC'
The General Contacbrshall, at his own c66t and elp€nss, procun and mainhln public [abil"fi
and caual$ insunance ln an amount stsfacbty b the Osrer ln order b Prosgt hlmself and he
Owner from prsonal inj,ury, lnctuding deatr, which may aio ffom operdions wder this- conrad
whether such opntions be by himselt or by any subconhactor or anyone directly or lndLecdy
employd.
The General Conbachr shall, at hls own cost ard elpgllss, pmcun and mahbin adequab
norkmen's compensdbn ineulance in an amount sdisfacbry to the Ownel a$ sufrclefito
pmtect him and-his submnbacbrs and he &merfrom any claims underhe wo*men's
10.
11.
11..1
11..2
SPECIFICATIONS
SECTION @700 - General Codidons
Geneml Corsfucti,on and Finishes
11..3
11..4
11..5
Compensadon Law, lt bhq expressly undentood ald agreed hat all persons employd ditdy
ortndirpctly in cormec{ion witt said wo* by tre Contacbrorany of his subcontacbns wiil be
onsidered b be thE employee of such General Contacbr or subontacbrs and not fte
employees of fie Owner.
Ceilincabs of Publlc Llabllity, Casualty and Workmen's Compensation shall be filEd wih tp
Onner if he so mguires, ard udll be subjwt to hb appmnral botr m b amount and adequrcl of lb
pmteclion.
The General Contador shatl make all paymenb in rcordance wtttt the unamPloymflt, old age,
and social security provlslors of tre Fedenal, Sttr and llunicipalgovemmenb and allgoveming
bdies punuant to lal br ilrat purpose made ard pmvlded, whefier enacted at the tme or prhr
to the executon of the confilt or durlng the prqrpss of the wodt hereunder; and shall mume
all liabiftis for 0rE omp[ance of tre rquitelrrnb $ercof.
The Gsfleral Conhactorshal mune all fiabf,it* frr hlurles to or los of any of tha Oryne/s
pmperty, or tte propefi of any otrer conhachr whlch may bo employd by $e Orner of said
lreinbis or to any adJoinhrg property or tfie property of any $ird person whlc,h may be caused
dipc{y or indlrec|ly by he General Contaclor, hb subcontrmhn and by tln empbye of each
of trem and shall d his own cost and exprne hrdemniff trE Owner br and make good any such
danuge, lm or trefl. the liabifity of tre Genenal Conbacbr under his covenant is aholub and
is not depndEnt upon tfie qudon of negligence on hls, hls suhnfaton or their employees,
and tre failure of tre Ownerto dlrect $e General Confacbrb hko any paflicular caulbn or
rcffain tom doing any partiorlar act wlll not excuse tre @neral Conf3ghr ln any case of such
damage.
12.
13.
FIRE INSUMNCE
12..1 The Gerpral Confacbr shall be slely liable for all mabrials sbred in and about the buildiry,
and for fte work mabdal lnstalled, but not yet approved by tre Owner and/or his agent and for
which payment h6 not been mde or approved, and shall carry adquate frre irtsurame in
amount sdisfactoty h Orner covering fte mme.
PATENT ROYALIIES. FEES AND UCENSES
13..1 The @neral Contrachr shall pay all rcyaltes and licerps f€€s. All patent royalties, k and
llcemes make necessary by ttre use of patenH methods of constucton, appliances, equipnent
or devtces in tB uork shal b pid by tre @nenal Contachr, and shall debnd, indemnify,.and
hold hamles tre Owner agalnst any atd all daims of trose holding or claiming the hold letbrs,
pabnb covering featne of constuc{ion, appliances, equlpment or devis, so used. No palent
or pabnt pending arlictq rpthod or devlce whlch requlred the payment of any license be or oy-
alty In addition to tre purctrase pice shal be used in trewo* of he GeneralConbaclorwffiout
Bre pdorappmval ofthe Ouner and/or hls agent
SIGNS 14.
SPECIFICATIONS
SECTION 00700 - Genenal CondiUons
Genenal Conshrcflon and Flnishes
15.
16.
17.
14..1 No slgns or nameptate of any type shall be allowed to be displayed on any part of this wo* or
on or about tle Owne/s premiss unless so au$orid in wdfing by the Owner and/or his agent
CUTTING AND FITTING
15..1 The General ConFactor shall moperab wtth o0rer Confacbn In fifrng his work to their work.
Any cufling in fixtrrre required by ofter onbacbn shall be bome by the General Conhactor.
PI-ASTER PATCHING
16..1 The GeneralConfacbrshallb lhblE ard reapnsibteforany plcterpabhing requhed by
reason of his uort, and as €used by the negllgence of hls employe. Pabhe of any kind so
rcqulred, will be npaired ard charged b him. This GeneralGontactor is hereby cautioned lo
bke tre necesery precautiors b proH ttre plaSer nn* comlng in conbct witt his equipment
CIEARWAY
17..1 Rubbish and debds resulting fom work of the General Contracbr shall be cleared away hom time
to time and the slte malnhfied in a remnably clsan and ordedy condition at all times. Upon
complelion of his work, all tools, appliances, equhment and surplus mabrial shall be removed
fromfre premlres and unles othenvlse dietted, tre frnlshed woft let in a neal, clean and
serviceable condition accepbble to 0te Ovcnerand /orhis agent.
19..1
19..2
COORDINATION AND COOPERAT1ON
The @nerd Contractor shall coordlnab hls woft and tre uprk ol his strbmnbactos wltfi any
other contacto/s nptk ln a manner as to avoid delays, misundentandings and disagreomenb.
18.TRADE UNIONS
'18..1 All work to be perhrmd ln conrmlion wttr ttris mnfact shall be done by workmen or firms
whose employes an not objrrtionabte In any way to the rarious fade unions in the constuction
of the pemlses. The GEneral Conhactor shail be vlholly reporsible for all tade union rddions
and the Owner shatl not be liabte in any uay through delays or clalms arising through such
causes. lt is the responshillty of ttre Genenal Contractorto meet all local union conditiom.
GUAMNTEES AND BONDS
All fumishings, frfrtres and equipment fumished by the General Confractor shall be guaranbed
againstdeffi in workmanship and matedal. Repairs of such defecb during the flrst year after
flnal completon ard accephrre of the instatlaflon wlll h made by the Genenal Contactor at his
own cost and expense and wi0ront charge to tre Orner. All such repairs and replacemenb shall
b made at a lime and at hours stishcbry h te Orner.
The @neral Contactorshatl b required if the &uner and or his Agent requcb, to obtain a
Perfurmance and Paymert Bond brhe amount of the Conffi.
19.
n..1
SPECIFICATIONS
SECTION 00700 - General Condldons
Genenal Constuction and Finishes
21.
He shall actvaly cooperab wlth othen engaged on ftls proJect and anange and execute hls uork
and the uork of his subconbaclos in such a manner and at such times as will cause he least
pmible InHrupton in, orobsffuctionsb thewoftof ohens.
20..2 The General Confiacbrshalladvise all oherconbacbn as to bahres of construction rqdred in
his mrk b rcceive, engage, support or othenrlse interhce wtfi the vatious paft of their
padculartmrk, and of all easemenb and tolerances rcquircd b poperly execute same.
20..3 Before starting wort tlre General Corrtsacbr shall examine srh wotft of others as may aM wotk
urder I'rls charge, and report In wdtng h the Consultant all onditons deviaflng ftom he
rquilremerG of ffre drmings and spclflcadons, hulty or lmproper woft, and all ofier condltons
arlslng from sald work of otprs wfiereby his vuoft may be impaild. He shalloheffiise assure
himself trat all conditiors arc, or will b, such as wlll pernit proper execution of his work.
20.A The ad of shrfing any spific opraton dll be deemd m evldenclng acceptance by fte
GemralGonfacbrof all rdaH extsting cordilions orwo* of otherconffiom as bing
sdisfacbry br summttl and proper executon of his work.
DGCIMON OFWORK
21..1
21..2
21..3
21..4
It ls he inbnt of tre Owner/@nsrrlbnt that tlp un*manship and mabrials and methods usd to
prbrm and excute the xo* b of fre best practcs and the finest quallty. The Conbacbr is
expected to omply viifr tre spirit as well as b the letbr wth which he spocifications ae wdtten.
Unless otrenvise stipulated, 0re General Contactor shall prov'rde and pay for all materials, labor,
tools, quipnBnt tansporHon and otrer facllfles necessay br fte executon atd ompleton of
tre work The General Contator shall fum'sh and pmvide fte bllowing: Temporary power and
llght c may be lqulred facfitate tre lnshllaton of fre equipmenl; reasonable openings and
sbrage space b pemit conrcnieni delivery of te equipment The Geneml Conffior shall
check conditions atthe building, particulady opentngs and passages to insure aces of equip
ment and matedals. fury such itenrs that are too bulky br eldstng facllities are to be hoisbd
and/or oheniv'rse handled wittt popr apparatus b be paid for by General Contachr'
It is the rcsponsibilrty of the General Gontractor to coodinab delivery and arrange prctected
shrage of materials, equlpment atd fixtures associabd wifi his work priorto installation. The
schdule fur thls effort shall be prepaled by fte GenEral Corffitor and submitted to the Con-
sultant br apprroval. Thls schedule shall not conflid wltt other contactot's work nor creab
circursdances br merchandls b be damaged.
Dam4ed uork, equlpment or fixtures due b lnadequaie potetion, or untimely Inshllaton shall
be removd and nplaced bythe General ConFactratno costbthe OYrner.
r f r i r r r r r t END oF sEcnoil 00700. r rr * r *. r *
SPECIFICATIONS
SECTION 01000 - @neral Requiremenb
Gensral Constructon and Finishes
1. PROJECTCOORDIMTION
1..1 General:
a. Goordinate the WorlC do not delegate rxponsibility for coordlnalion to any subconhactor.
b. Anticipab the lnbnelafionshlp of all subconbactors and thalr relationship tdh the bhl
uoil(
c. Resolve dlbnrrces ordispubs betwen subconhacbrs and matefials suppllers concern-
lng coordindion, interbrence, or erGnt of Work Hureen SECTIONS. The Gontalhis
decbions, f comlsient with the Gonbmt Dcument rcqulremetG, shall be frnal.
d. Cmrdinab tre nrodr of subonfachrs and matedal supplien, so that frch Worlt is
perbrmed ln a mannerb mlnhnEe Interbrence wllh, ad lo fuilihte he prcgrm.
e. Be responsible br seeing trat ancfrorage, blocklng, Jolning, and oher detalllng arc
providd as requir€d.
f. tb not obsfus:t space rquM by Code ln fiont of eldical qulpment accsss d00n, eb.
g. Do not cornrany piplng, wlring, du{ eb., until poprly inspted and approved and unfl
plopercedifr€bs hao been issued.
h. Remove and replae any and dWoft under any SECTION which is not in accordance
uii8r tre Confact lhlments wltlr otrer matedals and Wotk which is In conformance witt
flre Contr4| Docunenb. Repalr or replace all other Wort damaged by fime operailons at
no inceas in Confracl Plice.
1.2 ElecticalandMechanlcalCoordindon:
a. Wo* out all lighf condltors inroMng Work of various SECTIONS in advance of Insblla
tion. lf nmsary, ard bebre Work proceeds in these aleas, pnpate supplemenbry
Drawings hr review showlng all Work in "tghf areas. Provide supplemenbry Dnawings
ard addiflonal Wodr nemsary h overcome 'tighf condl0ons, at no incnase In Contact
Pfte.
2. SUBMITTALS
2..1 REQUIREMENTS INCLUDED:
a Submit strop drantngs, pmductdab and unpbs rcquired by Speclflcdions Sections.
b. SubmitprogresnP6.
SPECIFICATIONS
SECTION 01q10 - General Requlremenb
General Constucton and Finishes
2.2 RETATED REQUIREMENTS
a. Generd Conditions
b, ltrlanufactuers lnstnclions: Where any item of wo* is rcquircd by Conffi Documenls to
be fumisM, inshlled or perfumed ln accodance wi0t a speciffd producl manuhcturcfs
insbuclions, tre Contacbr shall procun and dlstibnb trn necessary coples of stch in-
stuctions b Owner, Des'lgner and all other conemd partes and shall fumish, insbll or
perfom the Wo* ln sfrlct accodance fterevritt.
2,.3 SHOP DRAWNGS
a. Information requlred on shop drawings shall be presenbd in a clear and thorough manner.
(1) Dsbils shallbe identfled by referenca to drarlng aid detail, schedule, orroom
numbrs shotmt on Drarings and Speclficdons.
2'4 PRODUCTDATA
a fteparation
(1) Clearly maR each copy to identify perdnent producb of models.
(2) Shop peftrmance dnndEdstics and capoltm.
(3) Show dimensbns and dearancm required.
b. lvlanuhcture/s shndad *hematc drawings and dlagnam:
(1) Mdi[ drawings and dhgnams b deleb inbrmadon which is not appllcable to fie
Wort.
(2) Supplement shndard Inbmulion b pmvlde lnformalion speclfully appli,cable b
theWodr.
2..5 SAMPTES
a ffie samples shallbof sttfficientsize and quall$b clearly illttstrde:
(1) Fundonalcharacbristcs of ttre produ4 witr in@rally relaEd F'b and afrach-
mentdeviffi.
(2) Full range of color, ts)filn, ard patbm.
b. Field Samples ald Nhck Ups:
SPECIFICATIONS
SECTION 01000 - General Requiremenb
General Consftrclion and Flnishes
(1) Confacbr shdl erwt mock ups at the Proled Site, at a lmlion accephble to $e
HoJect Manager.
l2l Ske of Area That specifled in the reptve Specification Seclion.
(3) Fabricate each sample and mock-up compleb and finished.
2..6 CONTRACTOR RESPONSIBILITIES
a. Review shop drawings, ptduct dab, and samples pdorb submissions.
b. Determine and vedff
(1) Freld memurcmenb g Field consfruclion qibda
(3) Cablog numben and slmllardata (4) ConformancewitrSpecificatiom
c. Cootdinab each submittal rvith requimmenb of the Wod( and of trh Dnawings and
SFificatons.
d. Notiff tre Adritedltbsigner in wd0ng, d tme of submission, of ary deviatons In $e
submithls fom requhemenb of he Drarings and Speclflcatons.
e. @ln no tabricaton of uork which requires submithls untl reurn of submlthls with Ar-
chltecUlhsignefs approval.
2.1 SUBMISSION REQUIREMENTS
a. Make submitals prompty in accordance with appoved schedule, and in such sequence as
to cause.no delay in hE Wott or In 0e uo* of any ottter conbactor.
b. Numberof Submithls Required:
(1) Shop Dnar*{ngs: Submit one reproducible transparency (which will be retumed for
mprroduction and distlbuton bytte Contsactor)and two ogaque reproductions
(whlch wlll h used for checking and wilt not be raturned).
(2) Pmduct Data: Submlt ihe number of copi* whlch the Contactor requiles, plus
tun which sill b mhined by the deigner.
(3) Samples: Submlltre numberstabd In each Specification Wion.
c. Submittalsshallconhhu
(1) The dab of submisslon and the date of any previous submisions.
SPECIFICATIONS
SECTION 01000 - @nenal Requinmenb
General Consfrtrcton and Finishes
Tte poj,ett'lle and number.
ConfacN ldentificalion
The names ot
(a) Gonbac.tor (b) Supplier (c) Manufacturer
ldenlifidon of tre pmduct, wth tn Specifica0on Seton numbr.
Field dimensbns, cleady ldenffied as such.
Relation b dJment or cddcalfeffres of fte Wo* or mabdals.
Appficable shndards, such a ASTII or Federal Spmlficaton Numbls.
ldenlificston of deviatonstom Dnwlngs and Specificators.
ldentifrcaton of mrfuions on reubmlttals.
Confrastor's stamp, initiabd orsigned, certfflrq r rcview of submlthl, vedflcdon
of prodrnb, field meauremenb and field constttcton cdteria, and @dinalion of
tlp inbrmdon within the submirhl wlh r4uhemenb of fte Work and of the
Dmrings and Spcificatons.
RESUBMISSION REQUIREMENTS
a Make any conedorc or charges in the submbls rcquircd, and resubmit untl approved.
b. ShopDnawirEsandProdudData:
(1 ) Revlse Inltal draurings or dab, and rcsubmlt as specified br the ini0al submffil.
(2) lndicate anychangeswhich haw been made otherthanhose rcquesbd.
c. Samples: Submit new samples as mqufued br inibal submifial.
DISTRIBI'TION
a. Reprduce and dlsfiibute coples of sltop drawings and opies of plpduct data h:
(1) Othetfficontachts (21 Subontacbs (3) Supplhorhbrlcabr
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(s)
(10)
(11)
SPECIFICATIONS
SECTION 01000 - General Rquircmenb
Genenal Cornhntion and Finishes
b. Distibuteemplesmdhetrd.
3. IVIATERIAL AND EOUIPMENT
3..1 PRODUCTS
a. Producb Include material, equipment and sysbms.
b. Comply wtfr Specihcations and rebrenced shndards as minimum rquinmenb.
(1) Producbshailbesuihbleforservlceconditions.
(2) Required equipmed epaclts, sEes and dimensions shall b adhered h, unles
vadators an spectfically appoved ln wi[ng.
(3) Do not use maledal or quipment br any purpme other than for whlch lt h
delgned orspecifud.
c. Componerrb rcqulrd b be supplld ln quant$wlthin a Spocificaton secton shal be the
samq and shallbe interchangeable.
Do not use mdedalorequipmentrcmovd from exMng sfudirs, exceplas speciffelly
rqdnd, oralloucd by Confrad Documeflb.
(1) Wherc ibms arc lndlcatd b b leued, rrse spcial carc in removal, handllry,
shrage and relnsbllaton, b mure proper function in mmplebd Work.
3,2 WORKi'ANSHIP
a, Comply with indusffy standards Except when more restictive blerances or requiroments
Indicate more dgid shndads orpmlse uo*marship.
b. Perlorm nork by percons quafned to produco $o*manshlp of specified qualtty.
c. Scure producb in place wtth posltive anchonge devices designed and sized to wttltsbttd
sb6es, vibralion, and racking.
3..3 MANUFACTURERS'INSTRUCTIONS
a. When work ls spmified h comply with manuhctren' lnsfiuctions, submil copie as
specifid !n ltem 2.0 Submithls, distibub opim to persons involvd, and mahtain orc set
infield office.
b. Perbrm rvork ln mcodance wtth deblls of Instuc{iors and speclfred requinmenb. Should
a conflict exlsi beturen Specificdors and in*uctions, onsultwith AtchitecUthslgner.
SPECIFICAT1ONS
SECTION 01000 - General Requiremenb
General Conshuc'tion ard Frnislres
(1) Do not proceed vdtt woft wttrout clear inshtctons.
TRANSPORTAT1ON AND HANDUNG
a. Arange delivelies in accordance with Construdion Prqrcss Schedule; coordinaie
delfuedes b arcH mnfict wttr ryork and site mnditions.
b. Transport prcducb by me{hods b avoid product damage, deliver in undamaged condifion
in manuffirre/s unopened conhinerc or pmkaging beadng manuffiureis namq bnand
and bademark, or other deslgnaton such c grade or typ specified.
c. Prcvlde equiprnent ard personrel b handle produ6 by methods to prevent solllng or
damage.
d. Pnmpdy inspt shlpmenn O assuo thd producb comply uift requlremenb, quantlies
are con€cl, and producb arc undamagd.
STOMGEANDPRO'IECTION
a. Store poducts ln mrdance wih manufactweds Insfuctons, with seals and labels intact
and legble. Sbre sensltVe poduc$ in weafter-tght enclosures; mahhln withln tempra-
tureand humidity ranges rquhud by manufactra/s insffuctons.
b. Fore$riorstonage of fabdcaH producG, place on sloped suppo6 above gmund. Cover
producs subjent b debdoralion w|th lmprvious shet coverlng, povide ventilation to
avoid mndensaton.
c. Anange shrage to provide access fur inspeclion. Periodlcaly inspect b assue Foducb
are undamaged and am mainhind under rquird condlflons.
d. Afier irstaJlaton, provide covedngs b prctect producb fiom damaga ftom taffc and
consfircton oprdions, Gmovewhen no longer needed.
3..6 TRADE MATERIALS AND STANDARDS
a. Vadous spocificdon sections list fade manuals and sbndads wttich govem quality ad
uodtmanship adopbd as cdbria by Mes lnvolvd.
b. A copy of each lisbd manual or gandard will be made amilable for rebrence, or lnbrma.
tion will be fumlshed rcgading how ople of manuals and standards may bs obbined.
(1) Submit wtfien rcquest br emh manual and sbndad, indlcaling speiftcalion
gction rebrence.
4. SUBSITTTMONS AND PRODUCT OPTIONS
SPECIFICATIONS
SECTION 01000 - General Requiremenb
Genenal Corstrucffon and Finishes
4..1 PRODUCTS UST
Submil five coples of complEb lisl of malor pldusb whlch arc proposed br lnstalhtion.
Tabulalo producb by speclffcation sec0on number and ttle.
For producb speciftd only by reference shndards, lbt for each such product
(1) Name and addnss of manufacturer (2) Trade name (3) Mdelorcatalogd*ignaton (4) ltlanuMtefsdab:(a) Reibrence sbndads (b) Peformancebstdala
CONTMCTOR'S OPTIONS
a. For producb spcified only by rebrence stildafd, select prduct meeting hat sbndard, by
anymanuhcfunr.
b. For producb specllld by naming seveml producl or manufuums, select any one of
producF and manufacturers named which complle vlitt Speclficatons'
c. For producf sFifrd by namlng one or more prducts or manuhctrers, submit a r4uest
as fur substitttots, br any pmduct or manuhctupr whlclt is not specifiely named.
SUBSTITUTIONS
a. Purchasing Agent or olgnd ArchiMDeslgner, withln a pedod of 35 calendar dayt, after
of conbad wlll conslderbmal requesb tom the Contacbr br subsftutons of producb in
placeof thoses@fied.
(1) Compleb data subshnlhting ompllance of proposed subdiitlion with requir+
menh stabd in Contact Documenb:
' (a) Product ldentificaton, lncluding manuhctlre/s nams and addrcs.
(b) llanuhcturcfslilerdtre;idenlifi
(i) ProducbdesaiPton (il) Rebreneshndards (|iI) Perfonnncsandtetdah
Samples, m appllcable
Name and addrqs of similar proiecb on which prduc,t ha ben wed,
a.
b.
c.
(c)
(d)
SPECIFICATIONS
SECTION 01000 - GEneral Requiremenb
General Constuction and Flnlshs
and dda of each Inslallaffon.
(2) lbmizd compailson of he propmed subsfihrtion with ptduct speclffed; lst signif-
icant varialions.
(3) Dab relating to changeln conficfron schedule.
(4) Any efrct of subs{ittttion on sepatab contracb.
(5) List of changes rcquird on other woft or producb.
(6) Accurde costdffi comparing pmposd subs{itttion v{ith Product spind.
t4 hlgnaton of required licenssks or nyalfles.
(8) Ibsigndon of avallability of mainbnance ssMces, soucc of replacerent
matedals.
b. Subst'Utonswlllnotbomideedforaccephncewhen:
(1) They an hrdlebd or implied on shop dnawtgs or prdust dah submlttals wi0put
a fomd rqumt ftom Confractor.
(21 Thay are requested dlrcctly by a wbnhacbrsuppller.
(3) Accephnce will quira sub$ntal Bvislon of Contract Documenb.
(4) lnsufficlent lnfurmation is submitted.
c. Substitub producF shall not be ordered or lnstalled wt&tout pior witen appoul and
acceptanca of Purchasing Agent or mlgnd ArchibcUDeslgner.
d. Purchasing Agent or migned Arctribot/Designer will determine accephbillty of proped
subst'tutions and reserues tre dghtto relect propsls due to insuficient informdion.
4..4 CONTRACTORS REPRESENIATION
a, In making hrmat tquest for subst'Uton, Contrac,tor teplesents thd
(l) He has investgaH prcposed pmduct and has debrmlnd that lt is equal to or
superior h a[ respeb b that s@frd.
(2) He willprovlde eme wanantieforsubdilton asfrr prduclspeclfld.
(3) He will coordinfr lnsblldon of accepbd substtuton inb lle Work and wifl rnke
such chalge as may b lquired fur $e Work to be compleb ln all rw@.
SPECIFICATIONS
SECTION 01000 - Ganenal Requlremenb
Genepl Consfudion and Finishes
(4) He waives clalms for additional msis caused by subslitution which may subs+'
quently become apparenl
(0 The Contrator shall be esponshle ftr the eftct of any substitulion upon relatd
Wo* ln fte PmJe{ and shal! include the Conhact Pdce all addilonal costs
generaH by any substtnlions, lncluding the cocfi of fte Designeds additional
seMces tereby made necessaly.
4..5 ARCHITECTIDESIGNERS
a. Review Gonffi/s requeb br substtutions wih rcasonable promphes.
b. Notify Conbactor, in writing, of Archltec,Ulbsignefs decision to accept or reject requested
substtuflon
CLEANING
5..1 REQU]REMENTS INCLUDED
a Execub cleaning during progress of the Work and d completion of $e Work as requircd by
GercralConditions.
REI.ATED REQUIREMENTS
a. Cleanlnglot Specifd Pnducb or Wodc Each Spcifietons Secdon.
DISPOSAL REQUIREMENT
a. Conductcleaning and dlsposal operationslo complywi$ codes, ordlnances, regulatons,
and anffpollnlion lam.
MATERIALS
a. Use only ftose cleanlng materials which will not creaie hazards to health or property and
will notdamage sufam.
b. Use only those cleaning materials and mehods rccommended by manufactrerof the
surhce mtrrid to be cleated.
c. Use cleaning mafierials only on surfaces rmmmended by cleaning material manufactupr.
DURING CONSTRUC'IION
a Execub periodic cleanlng b keep tre Wodt, tlte sile, ard adjacent proper{ies free ftom
accumulalion if msb mderials, rubbbh, andwindblowndehis rcsultingftomconsfirlion
opratiom.
SPECIFICATIONS
SECTION 01000 - Geneal Requiemenb
General Consfructon and Finishe
b. Pmvlde on-sitrE onblnen brthe collec'ton of unsb matedals, debds and rubbish.
c. Remove r,raste malerlals, debrls, and rubbish fiom lhe site pefiodically, and dbw of d
Iegal arcas auray fiom tte site.
d. Dlspose of un$e mabdals, debds and rubbish at lqaldumping arem of Clty prcpetty.
e. Removeanddlsposeofplleo'tbfr
5..6 DUSTCONTROL
a. Wet down dry mabdal and rubtdsh so as lo prevent blowlng dust duing entin construction
pedod, htcluding nonwoddng hourcand rcekends.
b. Clean lnbrlor spam prior b the start of fmish einting, and continue cleanltq on a+
ne€ded bash until painfng is frnlshed.
5..7 F|MLCLEAl,llNG
a Employ skilld uodctBn furfinal cleaning.
b. Remove grme, mmlic adhsives, dust dirt sbins, frngerprinb, labels, and olherbnign
matedals from sight exped surfaces.
c. Wash ad shine gldng and mhrots.
d. Polish glossy sufaces b a clear shine.
e. Plior b fnal completon, Conbacbr shall onduct an hspecton of sight+xpced inlsior
ard extedor surhces and all work arm to vedfy thd the entire Work is clean.
6. WARRANTIESANDBONDS
6..1 All fumishings, fixtrres and equiprnent fumished by ttre Gercral Conhctorshould be guaranted
agains{ defub in workmanship and mabrials. Repain of such deffi during he first year afur
ffnal complelion and accepbnce of thE ins{allafion will be made by the @neml Contracbr at his
own cost and expense and wtthout charge b he Ovner. All such npairs and oplacemet$ shall
be made at a time and d hous satisfacbrytothe Orner.
6..2 The Conbactor shall not be held mporsible fur debcb due b mlsuse, negflgence, willfu!
damage, imploper mahrbnance, or ddenl caused by 08nrc, or shall hE be Bspnsible br
defec,tive parb wfre replrementls necesslfrd byfailure of the Oune/s malnhnancebrcs
b properlyclean and servlcethem, poviddfte Conbacbrhas fumlshed compleb opomltq
and rnintenance insfudions to ttE Ouuner,
6..3 ln additon to otter requfuemenb spifid hereln:
SPECIFICATIONS
SECTION 01000 - General Requipments
General Consfruction and Finishss
a. Compile speclfred serice and mainbnance conhact.
b. Co-exeute submiflals when so specifid.
c. Review submithls b vedfy complhnce uvift Conhact Documenb.
d. Submit h Purchaslng Agent for revlew and tansmithl b the O$ner.
6..4 SUBMITTAL REQUIREMET{TS
a. Assemble guaranrtes, bnds atd servlce and malnbnane conhacts, execubd by each ot
the respective manufac,tres, supplbn, and subconfactots.
b, Number of orlglnal slgned mple requltd: Two (2)each.
c. Table of Conbnb: Neatytyped, in orderlysequence. Provlde complete lnfurmafronfor
each llem, ircludittg:
(1) Produc{orWo* itEm.
@ Flrm name, wifi nare of prlncipl, addm and blephone number.
(3) Scope.
(4) De of @hnhg of guaranee, bond or seMca and mainbnane contad
(5) Duratonofguarantee,bondorseMceandmaintEnanceconfacl
(6) Provlde Infomaton for Ovne/s peconnEl:
(a) Proper pmcedute ln me of fallup.
0) Cltcumsbnce which might after 0re validity of guananbe or bond.
n Conbactofs name, name of responsible pdncipal, addrcss and telephone number.
6..5 TIME OF SUBITTITTALS
a lTilhin ten (1 0) days trr dab of substantal completon, pdor to final requcl br payment
b. For ilems of Wort, wlrere accepbnce is delayed materially beyond ihe dab of subshnliial
completon, ptovlde u$ated submltalwitfiln bn (10) days afteracceptance, lMng the
dab ofaccsptance as hE shll ofhe guaranbe pefiod.
6.3 SUBMITTATS REQUIRED
a. Submit guarantees, bonds, seMce and mainbnance contacb speclfrd in $e indlvidual
SPECIFICATIONS
SECTION 01@0 - General Rquirements
General Consffuc-ton and Flnlshes
Sctions.
r*.rtttttrENDoFSEcTlOltl 01000 ri r.*rr rrr
SPECIFICATIONS
SECTION 02110 - Demollton
General Construction and Finishes
1.SCOPEOFWORK
1..1 REI.ATED DOCUMENTS
a. Wo* of tlris sdon is subJect to rquiremenb, both lqal+onhactual and procdural, of
trc Supplementary Genenl Conditions.
1..2 DESCRIPTIONOFWORK
a. Perform all work of a demolition nature that may b requircd or necessary to a full and
complete exeution of the Work, whether or not shorvn or specified. Exact extent of
demolilion may not be fully indicatd by the Drawlngs. Determirn he nature and e$ent of
demolilion tratwill be neessary bycompaling fte Conhacl lbcumenb wth exi$ing
conditions.
(1) Demomion Includesthe emovaland dispoaalof demolished matedab.
(2) The following ltens shall be rcmoved, cleaned, and fumishd b the properfades
fu reinsbllaton al nesvlmtions:
(a) E*tslgns
. (b) Ughtfntures
(3) Except for ibms to be reused or dvaged, all items b be rcmoved as pan of fie
work shall beome tre poperty of the Contactor and shall be removed tom the
slte atthe Contachfs oeense.
b. Related Work Specifred Elsewhere:
(1) Pdching of concreb and cemen[ ffnish, masonry funing, plaster, palnt p&hing,
paintirg, and so brth bllodng demolition is part of te work of the repective
hade sectlons ofthe specffications.
(2) Remoyd and relmton of items such as piping, plumbiry fufuru, unter cooles,
and ffn hose cabineb: Divlsion 15 Mechanical.
(3) Removal and relmtion of dwtrffork and heating ventilatng systems: D{vNon 15
Mshanicd.
(4) Remoml and lelmtion of etectimlsystems and equlpment Dtvtsion 16 Electi-
cal.
SUBMITTALS 1..3
SPECIFICAT1ONS
SECTION 02110 - Demofiton
General Constuc{ion and Finishes
1..4
a Schedule: Demoliton
(1) Submit poposed methods and operdiots of demolifion b ths &,ner br revievr
priorb the shrt of wort. Include ln 0r schedulE tte coodination furshulofi,
capplng, and ontnuaton of utifity sewim rqdred. Do not Inbrrupt exisling
utlltm wi[un d bmt 24 hous advance nodce b OumEr.
(2) Provide a dehiled sequenca of demollton ard pmoval mrk to ensun fte
uninterrupted prqress of tre Ome/s operations. No wo* shallcommence
wiUrout pdorapproval by0re Owner exceptwhere work wlll not ffierfere wth lhe
Owne/s operations,
JOB CONDITIONS
a. Exlstng Condifons:
(1) T?e Dradrys indicate exisling ondibons b fie extent poasible in examlnalion of
sfuctrre ptor b shtt of demolldon wo& Repot to the Orner and the Archhct
any corditions uncovered which require remedlal mecures, espially where e
qdrd b mainhin stuctrralsebility.
PardalRemovak lbms of salyable value b te Contmtor may be reroved from $e
building as tre uork prcgnsss. Salvaged iFms must be tansported fiom tle site as lhey
arc pmoved.
(1 ) Storage or sale of remot ed ibrs on he slb will not be penniH.
(21 Orne/s approval must bE obbined fur renuval of salvagd items.
Traftc Conduct dernoliton operations and fte nmovalof debrls b en$re minimum
lnbrbrence wittt roads, sfreeb, walks, conidom, exits, and ofter adjrent occupied or
used facilites.
(1) Do notcloseorobstructsteeb, walks, conidors, orotheroccupied orused
facllltie wtthart prmission ftom auhotitie having iuri$iction.
Protecton: Ersure tre safe passage of percons amund or through tn are of demolition.
Conduct operalions b prevent InJwy b adjrentexisttng onsfucton, fumiUre, equipment
and f-acilities, and prsons.
Provide bmporary, dust proof partflons dividirg derrcli0on and mmftdion uo* fom
occupled areas or qrdpment Locate padflons b ptohlbit unauhodad fdc b or
fuough areas rlrdrere wrt ls [r progrs. Anange and constuctb plovlde ample spae
around uork area and b keep dusi and dirt out of norcomfuction arem. Equip pafttons
with dustpmf dmrs and wure wilh locks as approtred by &mer.
SPECIFICAT]ONS
SECTION 02110 - Demoli[on
Genenal Cons0rrction and Finlshes'
f. Provide bmporary sealing and ranathertght pntecton br all work epd by reasons of
the above wtrich uould ofienrlse subject the inbdor of the building b damage by vr#r or
inclement repaher conditons.
g. Damage: Promp0y mpah damage cau*d b adjacent facllities by demoli[on operaflons.
h. Ulility Services: tvhinbin edsting utili[es, indicated b rcmaln, keep in servhe, and protect
against damage during demoliton operatons.
(1) Do not Inbrupt erdstng utll0* ervlng ocupied or used facifities, except when
authortsed In wddng by autrodfies hartng iutMiction and by he Orner. Provide
tempnay seMces dudng interruptons b the exisdng utillfes, as ampbble to the
govemlng authorites.
2. MATERIALS AND METFIODS
2..1 NotApplcable.
3. EGCIMONANDINSTALUTION
O 3..r DEMoLmoN
a. Genenal:
(1) Perbrm cutlng br remoral of ibms and mabrlah whict will lnteftre wih or bo
inongruous Ydtt te uncft of ttls contract
(2) Cul holes ln flmrs, walls, and ceilings where indicated ard/or n*wry forthe
inshlldion of fre newworlc
(3) Allcubshatlbesawcubtoachievecleanedges.
(4) Perhm demoliflon ln an orderly sequonce.
(5) Peform nolsy arttng or breaHng operations during speciffc hours scheduld udfi
he Ovrmer,
(6) Glean adjacent arcas of dust" dirt and dehb causd by demotrton opralions.
Retrm adjacent arem h ondlton edstng pdor b ttte sHl of tte work.
3,.2 STRUCTRAICONSIDERATIONS
a. Cgiling of stucfural members tril not bo permitGd unles sp*ifically shown on Draruings
Nolifi Owpr and fuchltct ln wrldnS of any unfoseen conditons. Ooodlnate demolton
witt sffuctunal requinmenb.
SPECIFICATIONS
SECflON 02110 - [bmoliton
General Comfrudon and Finishes
b, Cufrry tuorryh sfirmfinat f,oors ald ruh shall b done by means of corirg only.
3..3 ACOUSTICALCEIUNGPAhIETSANDACOIJSTICALCEIUNGTII.E
a Remove edsfng ceihg lile and Mechanical griles and dbcard.
b. Remove all llglt frfrres ad exit dgrl$ Repah atd rcfinish br inshlldon h tw Mon.
Rehmp at Otrmfs expenso. See Bectlcal Drarhgs br new locdion.
c. Edstng mah runnen of elllng gdd h nmdn. Reallgn remalder of eifing gdd rySm b
conbrm uitt new hyott hh gril mt|< as rcquH lo provide a comdele cemng
slgGm. Replace alldamagd plecc. Repalnt exiding gril b malch nar cefing gnd
elEmertb.
3..4 DISPOSALOFDEMOLISFIEDMAIERIALS
a. Genarat Afft€qrmtlnbnals, removefromthsdbdebrls,rubbish andotlprm#riab
nsultry tom danoffion openlions.
b. Removaf
(1) Dlspose otdebde ofitrE slte.
.r.r* slD oF sEcTloN 0al0 tr.".
SPECIFICATIONS
SECTON m0l0- Conqpb
&mralConstu&nad Finbhs
1. SCOPEOFWORK
1..1 The Genenal Corfahr,ln accordancerry{h he specificdons, SECTION 00700 - GENERAL
CONDffiONS, stpflfirnlshtre necessarylaborard mabdalsh provi& fe mquked quantty d
ConcrEb mdt a shovm on the draudings and spealf,ed tueln.
1.,2 The exbnt of mncr& unut sHl lldude M b nd llmlbd b tp folloYdng:
a Pwide a[ trMconcrerb n rqrfed b infill arcm beneah area rug inseb. Ses Fbor
Flnbh Plans fuaddiliond lnforrdon.
r rr rr END sEcTloN 03010 r*r..
SPECIFICATIONS
SECTION 04200 - UNIT I'IASONRYWORK
General Constuction and Finishes
1. SCOPEOFWORK
1,.1 The General Conhactor in accodance wtfir tre specifcations, SECTION 00700 - Generd
Conditions, shall fumlsh tre necessry labor and maHials to perbrm the requircmenb of he
work spectfied hereln.
1..2 The sdent of unil mmonry rrwd< shall include but is not limlbd to the hllowlng:
a Review all drawings and brstall new manuhct$Bd dry set hin stone veneer atfinplre
sunound as noH. lnstal per nnnuhcfine/s insfuctons. Right angle pims to be
povldd wtren necessary. All manufactred $one deslgnaled ST{.
2. MATERIALS AND MET}IODS
2.,1 PRODUCTS a Cultuid Stone - Dry Shck Ledge sbne. Color b be Chadonnay (CSV 2012). Submft
samples for approval prior O insblldion. Manuhcfuren Stone PoducG Goryoralion, P0
Box 270, Napa, CA 945590270. (800) 25$1727 phone, FAn Z*56,tztax Afienton:
JeftEy Wtight (81q 45$7957.
2'2 QUATIWASSUMNCE
b. Flr+Rdd Masonry Wbrever a firerelsbncs clssification is indlcabd br unit masonry
consffr:cton (4'hr., $hr., and slmilar delgnatons), omply with the requirerenb for
mabdals and insbllation cbblished by govemlng authorities'
c. CorsffndionTderans:
(1) Vaddion fiom Plumb: Random rariances,
(2) Vafiaton fiom Level For lines of expd trntels, sills, parapb, hotizonbl
groov* and otnronsplcuous llns, do notexceed 1/4" (6mm) In any bayor2O
(6096mm) madmum, nor 3/4' [6mm) in 40' (12192mm) or more.
(3) Varidon of Unear Bulldlrp Line: For.position shown ln plan and nl#d portion of
mlumns, rvalls and pattitons, do not exceed %' (13mm) in any bay or 20'
(12192mm) maxfrnum, or 3/4' f/6mm) in 40' (12192mm) or more.
(4) VaddionlnCrossSecdonDimensions:average 1'3/4'ttlchess.
2..3 SUBMITTALS
d. Product Dab:
(1 ) Submit 2 ople of the manuhct neis spificdons and of fp dda br each gps
SPECIFICATIONS
SECTION M2()O. UNIT MASONRY WORK
General Consffuction and Finlslrcs
of masonry unlt and accessory rcquired lncludlng certfication $at each type
complies wih fn speclfrd requlrcmenb. Include insfuctiots for handli,ng,
slonge, installElion ard plobdion of each. Transmit to fte Insbll* a copy of
each insfuction.
JOB CONDITIONS
e. Materials Pmbcton:
(1) Probct masonry maffiids dudng s{orage and mnsfucfion ftom urefling by nain,
snow or gnund unbr and fiom sollage or intennixfure witr earth or otter
nphdals.
. (a) Do not ue mehl reinbrcing orties having loose rustorober@dingq
IncMlng lce, which wll educe or d6b0y bond.
(b) ll b lmperative fipt concrerb maonry units b kept dry.
(21 Sialning: Prcvent grout or moftr fiom sblning the face of masonry to be lefr
exposed or palnted. Remove immedi#ly grout or morhr in corfrct wtth such
masonry.
(3) PmMsills, ldgesand prcjec'lionsfiomdropplngs ofmorhr.
3. MORTAR MATERIATS
a. As recommendd by te manufacturet Stone b appear vlftnlly dry set
b. Moftr color to blend wih sbne. Submlt samplm for appmval prior to installalion.
c. Thnughly mk morhr lnglredienb in quantites needed br lmmediate use ln accotdance
wih ASTM C 482, Type N.
d. Donotuseanfl-freezecompoundsto lowerhefteezing pointof mortar.
3..1 MASONRYACCESSORIES
a. Inshll one tayer of neatrcr resistant barier wih lap johr four lrph shirgle fushion. Apply
code approved metal le[h, attach wlh galmnhed conseb nails sh inches on ceder
vedcally and sixkn Lrches on centens hotizonblly.
b. Anchon and Tts: tnshll per manufacfircrs recommendatons.
4. EXECImON
2..3
SPECIFICATIONS
SECTION ()42O() - UNIT MASONRY WORK
Genenal Consbuction and Fin'rshes
4..1
4..2
INSPEC'IION
a. Examine the arc* and conditions underwhich masonry is to be inshlled and remdy any
condltons defrimenbl b the proper ard tmely completon of tte work Do not prcceed
uittr the untk until unsatisfactory conditions haro bn coneded in a mannet accepbble b
mmnrylmhller.
INSTAI.IATION, GENEMT
a. Thicknes: Build masonry consfruc$on b fte full$ickrcss shown, except build singl+
tryfie unlls 0f any) h the actual thlclms shown or s@frd.
b. Cut masonry units wih motorddven uw designed to cut masonry wlth clean, sharp,
unchippd dges. Cut unib as rcquhed to provide pafiem shown and to ft adjolning r40rk
neatly. Use full units udthout cutUng whereverpelble.
c. Do notwetconcrete mmnry unib brcuCIng ordany o$ertme.
d. Lay out unlls in advance br accurab spacing of surhe bond pattems, uitt unihm lolnt
wldtlrs and to propedy lmte openin$, moyement-lype lolnb, rctums and ofteb. Awid
he use of Nfian-hdf+ize unils at omens, lanbs and wherever possible d ofier
locatons.
Lay-up uralb plumb and fue and wt[r ource level, accurably spaced and oodinatd
wi0r otherup*
Bullt-ln Work
(1) As fie uort pqtes, bulld{n lterns spectf,ed under hls and other secdons of
tme sroificalions. Fill ln solldly wih mamnry around built-in itelrs.
(a) Fill spacE btween hollow mehl ftames and masonry oldly wth morbr.
(.b) }{lhere built-in items are b be embedded in cores of hollow masonry
unlh, phce a layer of metal lah h tn joint below and rod motbr or gmut
inbcore.
Non-Beadng lnbiior Part'tion Walls: Build full heigltt of story to underside of sffttcture
abve, unls otherudse shown.
Irrlorhr Bedding and Jolntng:
(1) lVbftr Mhes: ASTltrl C270, br general proportons of fie followlttg typs:
(a) Type N morhrbroGrioruukvdltt the s@ffc quanttes of mch
Ingrdlent based on tte lnidal r& of absorplion of the seld bdck
SPECIFICATIONS
SECTION O42OO. UNIT MASONRY WORI(
Genenal Consfuction and Finishe
(2)
(b) Typ N forinterlorwok
Measue and babh matedals either by tolume or weisht such ftd the requircd
proporlions br mortar can be accurately onbolled and rpintalned. Measurement
of sand erclusfuely by shovel will not be permitted. Color additives, if used shall
be prcvidd in ex*t proportioned package.
Mx moftrswith $e maximum amountof waterconslsbntwlh workabfityb
provlde maxlmum terslle bond sfengh udhln the capacity of the moftr.
Mh moftr ingrcdienh br a ndnlmum of 5 minub in a mechanical Hch mher.
Use w#r clear and tw of delebdous mabdals \flhich would impair the work Do
not uss morbr whlch has begun to set, or if more than 2 % houns has elapsd
slnce hltaf mMng. Retempr morhr durtq?%hr. ptiod as rcquired to reslore
wo*ability. Morh m speclffd shall b adiusted slighty h provide wo*abiftty
wi0rout lmpaidng quallte of stength, adheslon, coh*lon or weahenability.
Lay hollow onoeb mmonry unib with full rutar coverage on hodzontal and
vedcalface shefls; do bed webs In morbrln shding course on botngs and
foundation walls and In all counes of pien, columns and plmters, and where
adjacent b cells or cadlies to be relnbrced or b be filld with concreh or grout
lJoinb: llaintraln Jolnt widttrs shown, excepl for minor vadations required b
mainhin bnd alignment lf mt othemise indicated, hy walls wih 318'ioinb. Cut
Joinbflush brmasonryunllswhich aleto beconcealed orto be covered byofter
matedals. Rake out morlar in preparafon for applicalion of sealanb whep shown.
Remorre masonry unlts dls,ttrbed afier laylng; clean and relay in ftesh mortar. Do
not pound comers d jambs b fit s0etcher units which have been set in posi0on. lf
dJustmenb an needed, remow unib, clean ofi morbr, and reset in tesh morlar.
* *r*r END SECTION 04A0 r r r * *
(3)
(4)
(5)
(6)
t4
1. PRODUCT NAME
Manufactured Stonq Cultured
StonF,Tt[eEoGSton-eo;
Cultured Bricko, Stonebriko
ProFiF System
Z MANUFACTURER
Stone Products Corpoiation
PO Box 270
Napa,-CAJ45594'270--
Phone (8fi)) 225-1727
., , US and Canada "'-.' (7On755-1727 ' '--'Outside USA Ff;f Vonzs*ss7z
3.-PRODUCT DESCRTPTION
Baslc llsrit Product is intended
for interior or e)fterior nonstruc-
tural lightweigtrt veneer facing on
masonry metal, or frame con-
struction for architectural aesthe
tics.r Walls or new conshuction, exte
rior or interior r Remodeling and redecorating
of o<isting walls . Fireplaces: around openings,
hearth, erfrerior chimney finish, or
chase finish
Umlbtiotp. Should not be as-
sumed fo add strength to load-
bearing capacity of wall. Should
n<if66rised in below.water applF
cationt as in swimming pool lin',
ers.Atould not be used in areas
'vulnerable to slush formed from
salt or other chemicals used to
melt snow or ice. Should be irr,
stalled a minimum of 4" above
finished crade.
Composition and Matedals
Natural stones of varying sizes
and textures are used to fonn
(flexible) molds. A mix of Portland
lengths varyin gfrom 2 to 12n on
the inside lecs. Product pieces de
signed for fireplace hearthuse are
19o xilf or random flaestonelike
shapes.
Type*
Stone veneer 30 tYPes
Brick veneer 5 types
Quoins 3 types Capstones -*--s-typey
Water Table/Sill 3 types
Keystones/Lintel Stons l_ types
4. TECHNICAT DATA
Appliable Standards
- National Evaluation. leryise-=
Report No. NER-358 listed with:. BOCA lnternational . ICBO r Southern Buildine Code Con-
gress lntemational. Inc.
-U.S. Department of Housing
and Urban Development, Materi-
als Release No. 591a
-City of Los Angeles, Research
Report RR23744
-CCMC Evaluation RePrt No.
11834R
-UL: Tested and listed W Under-
-writers Laboratories, Inc.
Fire Hazatd: File No. R 7744,
Project Nai. 76SC4{ffi, prepared
by Undenvriters Laboratories; Inc.
Test conducted in accordance
with UL 723 Standard TstMeth
ods for Fire Hazard Classificalion
of Buildine Materials on a 1%
thick sample. Report concluded
that the stone had a flame spread
rating of 0 and a smoke developed
ratine of 0.
Shlar (Adhesion) Strength;
Tested in accordance with ASTM
C it82 using a unit thickness ap
proximately the sarne as the stone
unit
Comprwive Stcl1gltlrTesGd in
accordance with UBC Standard
No. 26-10, Parts I and;lV ,
Weighb DensitY is rtltitiiimined
in accordance with ASTM.C 567.
Shipping weight is approximately
8-10 lb's. per sq. ft ,
Thermal Condudivltyt Defer'
mined by an independent labora-
torv under conditions of thermal
eqtiilibrtum in a 12' square guatded
hot plate apparatus complyinc
whh that described in A$T-tV*Bec-
ification C1n-71.
Ttds Sp€o-Oala sh€sl oontums
to edlbrlal 6ntb prssorhd by
Tho Cortgf|.Edon Spocmcdms
lnsttrrts. Tho nanulacuter b
reeponslble for lschnlcal ac.
auract
tr,
F'
I itl gls
fl=*
elE
<16
E]{
\r
cemenq- liehtweicht aggregates
an:d lrorr oxide colon is then placed
in itue molds. Filled molds are vi-
(Yo dry weight
at 22OoFl 13-2
Density (lbs. per
cu. ft] 57.73 . Temperature
hot side (F) 97j
Temperature
cold side (F) 53.0
Average mean ' temperature (O 75.05
Thermal
conductivity (k) 1.494
Thermal
resistance (r) 1.19
T6t 1es!16 available upon rcqust
Water Abnrptiorr Tested in ac-
cordance with UBC Standard No.
32-12.
FreezelThaw Cttdfrc.,terislics:.
Testing procedures follow those
outlined in ASTM C 6743.
5. INSTALLATPN
Detailed in*allation procedures
are contained in manufacture/s
literahrre. Basically, product is ap
plied to a structurally sound wall
that has been blanketed with
weather-resistant banier and mebl
lath orstucco nefting conforming
to local building codes. Clhough
not required if wall 's masonry. See
Table i.) A Type N mortar mk of
Portland cement is spread on tfie
wall or the back of the stone or
both. Stones are pressed into the
mortar on the wall. Joints are
tooled and finished when mortar
becins to stiffen. Masonry contsac-
tor is usual installer.
Prepantory Worlc See Tablel.
MetMs See Figure 1.
6. AVAITABILTTY AND COST
Availabilih: Available from
manufacfu rerr's authorized lrnson-
ry suppliers in all states of the
Linited States and each of the Pre
vincer of Canada. Distributon are
also located in foreign countries.
Manufacturer will also supply and
ship directly to a foreign country
EI
-r tri
-r t-
'T t=a,q E
-rf,
trst=
*sF b >>F:*(J4l s€uru rg E&o. ,i
c o
r/l
to
o 9/.'s
EO H*oa Fa en
EEE
g€3
g5:
s
;J;
BIF
gtb
?ts otv
Et<;11>
fl5 2lz xtF =l'
to integrate srrface colora
4ix in molds 'ls riked to
to<trre on pro&
installation bond.
mi& cast prduct
molds, packaged
Sizes, shapes
of finished product
natural stones used as
mastem. Stone diameters *ilt VarV trom 2o to 30'. Right-
^-, angle coher pieces have
U
$EC.OAllt 116! h. bac! F-rryrttiid h C$
nd sr€d tt 9aodadoat
Test Results:
Product thickness
Loss on Drying
1.V9lnch
to retum
where no inventorying distributor
is located.
Cost Product is priced per
square fool Job site costof pro&
uct is affected by distance from
manuf acturing plant" Application
cost may be affected by substrate
and any necessary preparation
work thereto. Local supplying
dealer or installer will quole-pdce-
7. WARRANTY
Twentf Year Umited Wananty:
Cultured Stone@ and Stucc0-
Stone@ products are covered for
a period of 2O years from the date
of purchase when used on a struc-
ture which conforms to local
building codes and when installed
in accordance with the manufac-
ture/s instructions. Stone Products
Corporation, will provide freeof-
charge, new materials to replace
those which are determined to be
defective. This wananty is limited
to the original purchaser and may
not be transferred to any subse
quent owner.
This warranty does not cover
darnage resulting from:. Settlement of the building or
other wall movement
o Discoloration due to airbome
contaminants . Contact with chernicals or paint r Staining or oxidation
This wananty covers only man
ufacturing defects in Cultured
Stoneo and StuccOStoneo manu-
factured stone products. Stone
Products Corporation is not re
sponsible for labor costs incurred
in removal and replacement of
defective products. Hearth pieces
are not warranted for use on the
ground or as a surface area sub
ject to foot traffic.
8. MAINTENANCC
Most applications require no
maintenance. Exterior applicatiom
where excessive dust or dirt are
prevalent should be washed down
occasionally.
9. TECHNTCAL SERV|CIS
Technical personnel are avail-
able for consultation with archi-
tects, engineers, applicators and
owners to discuss type seldction,
costs. installation procedures, etc.
10. FILING SYSTEMS . SPEC.DATA@ II . Swe€t's Catalog 04710/5T0
r Additional product infonnation
availablE Upon request.
TABI"E 1
WAIJ- SURFACE PREPARATION REQUIRED
Rigid Backwall
Wallboard
Plyurood
Paneling
Wall Sheathing
Insulatircn Board
Cover sheathing with a b'reather type weather
resistant banieq lap ioinb 4' rhingle tashbn.
Then, in accordance with local building code,
install lath or mesh using galvanized nails or
staples 6" on center vertkally and 15' on
center horizontally penefating strds I
minimum of 1". Stop lath 1" from finlshed
edges. Wrap weather recisdent banier ard
metal lath a minimum of 16' around all
outside and inside corners.
Open Strds Install paperbacked meal lath to studs uslng
nails which penetrate a minimum of 1' aL4'
on center. aWlV tA to %' scratch coat and
allow to dryts hour.
Concrete
Maronry
Stucco
No preparation needed. Examine ne*vly purred
concrete closely to ensre that lts finlshed
rurface contains no release agents (form oill lf
it do€s contain form oil, etch surface with
muriatic acid, rinse thoroughly andbr score
with a wire brush.
r Clean
I and I Untreated
Concrete
Marcnry
Stucco
Sandblast or waterblast to original surface
(remove sandblasting dust by washingl or
securely attach lath with corrcrete nails.
I Painted
I Sealed
' Dirtv
Metal Buildings lnstall paperbacked /"" rib s<panded metal lath
to metal cladding supports ol XJ ga. to 12 ga
using United States Gypsum Companl/s "17.'
typ€ 912 Pancake Head Super-Tite" screws.
Scrervs must penetrate /." beyond the inside
face of metal surface. Scre*vs are to be
installed on centen egual to screnr/sq.ft. and
shall not o<ceed 6" on center in one direction.
ApplV % to Z' scratch coat and allow to dry
rl8 hours.
HEARTH SURFACE
Nortl{asonry Install a weather-resistant baniec then apply
metal lath. (lf complyinc to UL floor protectoE
listing apply %" scratch coal)
Concrete I Clean and
Masonry I Untreated
No preparation nd-
INSIAIIAr|ONT CTOSS SFCIION
w@tArtoR oE{snE ctrNctrrt ltot$ or
ANI xAsoNrJ uArEl l
$oB C4e€
fgrd
aldtdi@
d tif,ttrS
ardadr't U.
jd{.4 .e@C
ddld ld. e.r.ndtlrht b
atD0.do o{
Mpad
rr.olldie
bankt
ld
d Sdrt
EIII t nD$E
5-9+3374 I-
\
SPESDATAO PROGFAT
MANUFACTURER
Stone ProdrjEtl-Giponiion
PO Box27O
Napa, CA 94SS94I27O
Phone (800) 22*1727 US and Canada
VOn255-1727 Outside USA FAX (707)8 5s72
MANUE.
--
Itb lk'||}Spoc prls€flb fto ma ffiIIl
lc It
lE
;lE
ile
itg
rl5
atH
ilF :l:
sEcTroN 04721
wasular-E-q9ry-l6pc6rgg rer 1fi i'ffiffiEffi - _\ ,-5
''-t 't-_
MANUFACTURED STONE AND BRICK VENEERII
This document incorporates CSI Manual of Practice principles of cross references to Division 1 sections
for procedunl equirements to avoid repetition and duplication, and to other specificadon sections for
Related Work. Tlre cross references must be edited to retain only those used in specifications for the
specific proiect
PART 1 GENEMT
l.fl SECTION INCLUDES
A. Manufactr.rred [Stone] [andJ [Brick] Veneers [andJ [Mortar].
B. Metal [Anchors] llathl landl lAccessories].
1.02 RELATED SCTIONS
A" Secdo-n: 01400-Cold Formed Aletal Framing Frame Support for S0bstrate.
B. Section: (blfil-Rough Carpentru Wall Framing and Streathing
Section:-07$0-Joint Sealers: Perimeter Sealing at Openings.
Section: OlDm-Lath and Plasten Finish Plaster.
Sectioru 1O30-Fireplaces and Stoves.
REF[RENCES
Retain only those reference standards to be used within the tott of this Secdon.-Md and delete as re
quired for tlte specific project
Hot Plate.
CI?
-----r
-ttt E
EA q E
-ltl e
\f
o :t o ?-o Es
o-- - tr
B' :,
EE€
g€g
F
#
ilE
fls
fl
c.
D.
E.
1.03
o
CN ctr
ag
E
q,'o o,
3J o.t
I
Ch
rs :
o
IE
o
o
o
a
B.
c.
D.
E.
F.
e U
-E lr u t3 U E
--h --
=C3
047rtr
G.
H.
1.04
1.05
A"
1J,.7
_4.
1J8
A
type
rlElI,
Ercct field
A.r
B.
c.
4
B,
c.
1fi
A
B.
c.
.-l'.
c.
5'6re and protect'g@ucB urder provisiorii ofSection t016ml101620l.
Store nrortar and odrer moistsemitve materiab in protected enclosurs; handle bV mi:dp& whidt
Allor no crin
for 4s hduii
Napa CA 9455nno'
E.
F.
c.
A 9ulq*{ Stoneo, T}pe fl#isconsin Weather-Edpl lSilrrerado Weather-Edge] [Cray Castle Stonel [Classic Castle Stonel lWhitcwater River Rock] [Earth Blend River Rockl [Lake Tahoe abnd nivii nockl
[9ronzeo Ddf8torre] [tava] [Hafraiiari '!(osK&kl [Glacierol lRegular Driftstone] [Blond Driftstonei
lGray Cobblefield9 [Brorn Cobblefleldcl Fexas Ceam Gobblefield!] [Apachel [Flintstone! [Palo Verdei
lMt-cligan Fieldstonel [Granlte lnlit Facel [Great Lakes Split Face] [Ohio Limestonel [Napa valley
Fieldsto,'nel [San Fnncisco Cobblgtorre9 ffehama Water Washl [PrqFito Southwest Blend Ledgp tonel
[ProFlto Gray Ledgestone] [ProFito Granlte European Castle Stone] [ProFito Cray European Castle ' StoneJ [PraFito Golden Blend European Castle Stonel [Carolina Ledgestone].
&- -eshrcd Brick, Type lAntique Rdl lCalifomiaDfftfl lChicaeo Usedj IOld Usedl [Vintage Usedl
lSunsetl.
C. Quoins, Typs lBuffl lClassicl [Grayl. _
D. Capstones, Type lBuffl [Classicl [Grayl.
Water Table/Sill: lBuffl [Classicl [Gray]....--.---'* - - " -
Keystones/Lintel Stones: [Buffl [Classicl [Gray].
Hearth, Iype tfollo'ved by col<vr) fl9 x 201 [Regular Driftstone] [Blond Driftstone] [Napa Valtey
Fieldstonel [Laval Fo<as Cream Cobblefield@J tGlaciePl ffiite,vater River Rock] [Cray] [Great Laker
Split FaceJ lRandom Hearth Driftstonel [Grayl [Napa Valley Fieldstone] [Blond Driftstone].
Jobmixed mortar componeott 1. Portland Cemen! ASTM C 150, Type l or masonry cement Cfype N), ASTM C 91.L Masonry sand.3. Limq ASTM C 207.4, lron oxide colon.
Marcnry SedlEn breather type (norrfilm forming) sealer.
Weather-Resistant Banien Kraft waterproof building paF[ UBC Standard No. 17.1 or equal.
Metal Lath: 18 gage galvanized woven wire mesh, 2.5 lb. or 3.4 lb. [flat diamond meshl tflat ribl
[galvanizedJ [or] frust-inhibitirre coatingl. -- -
H.
L
L
K.
The Cultured Stoneo manufactured by Sbne ProducB Corporation complies with the following
-National Evaluation Service-Report No. NER-358 listed with:
-BOCA Intemational
-tcBo
-Southem Bulldine Code Congress Inbrnirtional, Inc.
-US Department of Housing and Urban Developmenq Materials Release No. 691a
-City of Los Angeles, Research Repott RR.23744
-CCMC Evaluation Repoft No. 1183{R ::.'
2.03 MANUFACTURED UNITS-CUTTURED STONEO
A
B.
c.
D.
E.
No. 26:1Q Parts I and lV.
\O
o
PART 3 ETf,CUTION
Edit Article belorv to specify requirements for substrates used on Proiect.
ilN PREPAMTION
A. Opn Stud: Install paperbacked metal lath to studs using nails which penetrate a minimum of 1'
at 4" on center. Apply tE to/r'scratch coat and allow to dry rt8 hours. Wrap weather resistant bar-
- --- rier-ard rnetaljath a minimum of 16" around all ouside and inside corner.
B. Sheathed Surfaces lnstall one layer of weather-resistant banier with lap ioints 4 inch shingle fashion.
Apply code approved metal lath, attach with galvanized nails or staples 6 inches on center verti--calty and 16 inches on centers horbontally. Wrap weather resistdnt banierand metal lath a minimum
of 16' around all outside and inside corners.
C; - Concrete'and Masonry Surfaces Clean and Untreated: Examiiie narly poured concrete closely to
ensurc that ils finished surface contains no releasing agents (form oil). lf it does contain form oil,
etch surface with muriatic acid. rinse thoroughly andhr score with a wire brush.
D. Existing Concrete and Masonry Surfaces: Remove paint, coating5, sealen, and dirt by sandblasting
rinse with clear water.
rrr. r r[OR]rr rr rr
D. Aply metal lath to surfaces, attach with galvanized concrete nails 6 inches apar{ 16 inches on cente6.
3.M MORTAR MIXING
A" Thoroughly mh mortar ingredientrin quantities needed for immediate use in accodance with ASTM
C,182, Type N.
B.' Do not use anti-freeze compounds to loryer tfie freezing point of mortar.
AM APPUCATION
A Apply W fo 7l of mortar to llathl [dampened masonry arid stucco or concrete surfaces]. covering
a m.ximum of 10 square feet at one time. Press the unih firmly into position in soft mortar bed,
joggle each piece slightly to bond firmly, causing mortar to extrude slightly around edges of units-
B. Install hearth pieces in mortar stsips % inch deep and 3 inches wide. Place mortal strips 1 inch apart
C. Place units with uniform mortar joinb. Stone joints should not be over filjl ffi inch in width. Brick
ioints should be a uniform % inch in width, with horizontal joints leveh lwith head joints of brick
wenly spaced and centered above unit belowl. lnstall outside comer return units with short and
long lengths altemated
D- Plan work to mlnimize job site cuttirg. Perform necessary ortting with proper tools to provide uniform
edges; take care to prevent breaking unit corners or edges.
E. Minimum Wldth of Units at lnslde Comerc and at Perimeters of Openings: tal t6l I I inches,
lmaintain full thickrcss of btick unib above heads of openingsl.
F. Remove excess mortaq do not allor mortar to set up on face of units. Point [rake] and tool joints
before mortar has set Clean and finish joins in accordance with manufacture/s instructions.
G. Apply breathe type (non film forming) masonry sealer to completed surfaces in accordance with
manufacture/s instructions. Sealer required on:
7.
2.
3.
fr+3374
SPECIFICATIONS
SECTTON 055m - Mbcenaneous Mehls
General Coffifinc"tion and Finirshes
1.SCOPEOFWORK
The General Conbacbrln accordance vdft the spciMions, SECTION 00700 - GENEMT
CONDITIONS, shall frrmish he necwry labor ard matedals to provlde the numbet and type of
Mirscellaneous Mebl m sloum on the drarlngs and o&erwi.se specified henln.
The extent of Mscelaneous lrlebl work shall htclude but is ml [mlH b the frllotling:
a. Review dehils and spply all mebils as requlred on dradngs and by Scope of Wott.
b. Fumish and ln$llne{tdmrative m€ihl hand and guadrds attte Lobby Loungs atd
Registration Lobby Seding Arca. See AD debils tur additonal inbrmalion.
c. Fumish and irstall newdeoratve metal bl-fold gate dfte Reshurdnt Enty wih new
bansom debil See AD deblls tur addi0onal inbrmdon.
d. Fumish and imhn rpw deontve mebl sheMng at tu hk hr arca of tn Lobby
Lounge. See AD deblls for additonal inbrmalion.
MATERIATS AND METTIODS
2..1 See dehlls for spclffc Mlsce[anous Metal Unih. Provlde addltional unlls as rcquircd by $cope
of Work
2..2 lvbbl Surfac€s, Generat For fabricaton of miscelhneous meial wotk wttich lllill bs eteosed h
visw, use only materials wtrlch are smoollr and fu of srrface blemlshm imluding pifling, seam
marks, oller ma*s, mllgd tade name and roughn*s.
2-3 SteelPlate, Shape, Ban, and Bar€lzeShape: AST[tlA36.
2..4 Provide alt ffiners as rquhd br Installaton. Fatenen b be mmpatble wlth mehl seclions
as speclfied.
EXECUTION AND INSTALI.ATION
3..'l WORKITiIANSHIP
1..1
1.2
a, Us matetlals of ske and thickness shorn or, if rot shown, of rquircd size and hickness
b produce sffengh and durabillty ln finlshd produd Use povdn detdb of fabdcaton and
support Use type of nabrials shovm or spifid for varlous compnenb of wrft
b. Form exped uorkfue o llne and level$ith accurde ansles and surhces and straight
sharp edgw. Ease expM dge to a rdlus of approximately 18? unless ottEitlim
shown. Fom bent-mehl comen b smallet rradlus poslble wlthout causing grain
SPECIFICATIONS
SECTION 05500 - Miscelaneous Mebls
General Constuction and Finlshes
3..3
3..4
separalion or othenrlse imp[ing wott.
Weld comers and seams contnuously, complying wtlh AWS recommendations. At
exposed connec{ions, grind expced welds smoofi and flush io match and blend wi$t
adjoining surfrces.
Fom expsed connectons wlh hafllneJoinb, fhsh and smotl; ushq conceald
fastenes whepver posible. Use Exposed fasbnen of $p shoum or, if not shown,
Phillips flat-head (ouierunk) screm or bb.
(1) Pnvlde for anchorage of type shotam, coordlnated with spppoding sFucfirre.
Fabrlcde and sre anchbdrg devices to provide adequab supprt fur intendd
use.
(2) Gr4 Blnbrce, drill and hp misce[anaus mebl uotk to rcceive fnish hadunp
and similaritprns.
Whetlrer or not shourn on drargfurgs proude mlscellaneous sbel faming and supporb wttlch are
not a part of sfuc'tunal sbel tansvtork, m rquild under other sectors.
Equip unb nuitr inbgrally u,elded anchons for casting inb oncnb or bullding hto masonry.
Fumish inserb lf unlb must be Mlld after oncrcte b placd. Except c ofierwise shown
space anchors 24'o.c. and provlde mlnlmum anchor unils of 1 1/4" x 1/4'x 8" sGd stap,
Examlne tre are* and confitions underwhlch miscellaneous metal items an b be ins&lled and
remedy any ondidom detlmentalb ttp properand timely comple$on of fte rvo*. Do not
proceed vdtr the uerk urtl rnsalishory condltions have been corecbd ln a manner amptsble
bfteirshller.
Faslening to ln-Place Consfiucffon: Provlda aruhorage devices and fasbnels whee nressary
for securing mlscellaneous mebl items to in-place orsfrucilon; including, theaded fastenen fur
concrete ald masonry inserb, toggle bolts, through-bolb, lag blts, wood screus and connslols
a rcquircd.
Cutting, Fifring and Placement Perfom cuting, ddlling and fittng rcquired br installation of
mlscellaneous mebl ibms. Set wotk accurably in lmtion, afignment and elemdon, plumb,
level, bue and fEe of rak, measured fom eshblished llnes and levels.
Field Weld'ng: Comply wltr AMS Cda br procdurcs of manual shielded mebl'arc weldlng
apperarance and quality of welds made and methods tsed in conding weldlng uotk.
3..5
r. rf * END sEcTloN 05500 rr rr r
SPECIF|CAnONS
SECTION 06200 - Carysnfy
Genenl Conshrtion and Flnlshes
1.SCOPEOFWORK
1..1 The Genenal Conhacbr in accordance witlr Sre srecifrcatons, SECTION m700 ' GENEML
CONDITIONS, shallfumistr tre necesury labr and maledals b perfom $e lqufuemenb of the
wortspecifled henln.
1..2 The errtent of carpenFy rcrk shall lnclude but is not limited h the following:
a. Installdion Ba$ and !0sceltanmus Accessories - see speciffcaton Seclion 10200.
b. lns&llSection 08400 - BulHem Hadtrae.
c, Reinbrce wall as rcqulred to reelve new milluork, handnalb, etc. See Section 00400
ArchltecturalWooduuk
d. Fumish and Inshllallalchlbtulalspaialty ilems as noted on drawings and spaclfled
herein.
I,IATER|AISAND MEfiODS
2.1 Pmvide fie necessy vuod blocHng, grounds, naites, eb., necesary br insbllaton of bmS'
speclffed ln other ss{ions of 0ris speclficaton. This rd shall have a nnximum moistum
content of I 970 at time of drcsslng and shall be suihble for palnt where expcd b view.
lnsulafion, where installed, b b 3" Flberglas, RF4 m manufactured by Ourens Coming or
qual.
Fumish and installallmbcellanous mebltim pieoes, atglc and channels necesryto
complete consfiugtion and/orshown on drawlngs. Flnish b be as IndicaH on dnawings.
Supply atl fasbners as necessary to complete te unlk
Where possible, any roudrg or milling shall be shop fabrlcatd.
Wood shall be fiealed nrittr famerehrdant proces where rquired by local ode. Should thls
prm cause change in color and efiect on fnish maledat, 0te General Conbactr shall notity
he Consulhnt.
Speclal care shall be exerclsert b proffi all finlshee and ofier items to remain 6 nobd on the
drawlngs.
a Damage or dlsffitarrce to th6e items shall be prompily resbrd, repaired, or replaced b
matsh existing al no cd h he O*mer.
2..2
2..9
2..4
2..5
2..6
2..7
SPECIFICATIONS
SECTION 06200 - Carpenry
General Consfructon and Finishe
b. fffre Contactor has any quesdons on he $(bnt of items b remain, he shall ndiry fie
Deigner and requesl a clarificdon bebre proceodltg.
2..8 Povide bracing and support as rquired to mainhin integdty and secudty of porilon of edsling
sfuctlresto remaln.
BGCUT1ON AND INSTALI.ATION
3..1 Examine tre subsfates and suppoding stuctrre and &e conditions underwhich tte urcrk
sptfed in tris secton ls b be inshlld, and nmdy ondftions detimenlal lo $e work Do not
prreA um m hshllalion unlil unsatisfachry onditions have been conected.
3,.2 Remove all unused, dlsconneted, or abandond items such as du6, pipes, and conduits. Ib
not leave s.qoh unused items in place, regardless of wheher they will be vlsibla or concealed in
thefinished uork
3.,3 Cooperated wlth the O,vnerto schedule demolition, catpnfy and utility seMce hterruptons l0
provide minimum lnbrbreme and disrupton in tre rcrmal opemton of the faclllty.
bds{ng wort to be removed strall, in ganenl, be m indlcabd on te drawings ald shall include
otrer exi.sting mabrials and norlt necessary b insbll new work lndicated and specified.
Remorre des@abd Inbrior sfuctnes, patb, and ffnlshes at beginnlng of utott b miqimize
hazantous worklng condltons and h provldE comparatvely clean surhce br lnsbllaton of new
wolk
Pmvide all necessary bmponary encloeures b adequably probct pemns fiom posslbte iniury-
a. Pmvide necessary bmporary partilions, enclosure coverings, and the like br onfining dwt
and debris to areas of tre bulding ln which dernollton and/or aheralions are hlng
perlormed.
Remove ftom tl1g premlse and dlspose of In a lqal manner all dobris, eisting mabrlal, and
ibns designated for demolition, unle othenryise noted. Buming at Bte slte is pnhibibd. Selling
satvaged maerial attre slte is prohibibd.
Retum areas tt neat and acceptable condilon, appopriate to the conlinuance olthe proJect
Set carpenby work accurately to rquhed levels and llnes, wi0t membns plumb' tug and
accurately crl and fited.
Diserd units of m&dal wih deftob wtrich mlght lmpair ttre quality of nnrk and unfls wlthh are
ho small h fabdcsb tre woft ulttr minimum Jolnb or opdmum Joini arnangement
Comerloinb shallbe mibmd unles oheil6e nobd.
3..5
3..6
3..7
3..E
3..9
3..10
3..11
SPECIRCANONS
SECTIONffizm-CarFtly
&nerd Cqnstwdon and Flnlstg
3..12 P&h dlfloor, mll, and cdlhrg areas frecGd bydemollbn of ualbsb. andfrnFh d erN
EttfmssbrfthdlmentErfrm.
3..13 budy affih a[ mlk sp€dffsd br Insb[ffin uderhb sedon of 0F spedfic&m b
subffi by anctotlry ad enhg o shryn, or c rcommetded by manuffireq or e
reqrired by rqnired smrddds. Corrbrdnk ftrt$t€ nd Ms on expoeed capsrfyad f[
hotes. lnstrtl hsbnens uilhout spfiflng .nrcod; pr+&il| c rcqdred. lhke ligffi connecdons
betwn members.
rf rr.f r EllD sEcflollodmrrr. irr
SPECIFICATIONS
'SECTION 06400 - Architectural Wdtpott
General Consfirton and Finishes
1. SCoPEOFWORK
1..1 lhe @neral gon@cbr in rerdance wl[r tre speciflcafons, SECT]ON 00700 - General
Gonditions, shall furdsh the necesary labor and matedals to perform he requiremenb of the
woftspeified hErein.
1-2 The extent ofArchiffird Wooduork shall include but is not limited b fte following:
a. Furnish and kutall all tnabtials nmessary to consfir{ and insfall all fixtrres as Indleted
o-tt FDdrawings
b, Allwood b bfitp rebnlantbmeetlmlcods.
2. MATERIALSANDMET}IODS
2.1 All ply'mod and lumber shafi b troroughly seconed and kiln dded before belng used, and on
delfuery shall have a moisfrre content not in excs of 12% unless otherwise noted on drawings.
2..2 Woods
a, Solld Sbck Shallbe clear, stualghtgraln lumberof tre bestgnadE of fte species lisbd by
tre Nafional Hadwod Lumbr Association. Lutnber $all b fe of minenl or saprcod
sfeaks, checks or other defecb.
(t) For Face Wods: Shall be seld br sfaight grain wih unihrm color and gain
suitable br uss wih fie frnlihd plyunod rlitrt which it ls used.
l2l For Unex$d Wds: Shall be Ponderosa Pine, Grado A and shall bar tp
grade, maftand stampof Webm PinEAssociatons. Whera unexposed v*oods
". cone Into conbct with dnawea, fiey shall b Birch or Maple, UnsElect
b. Vener Gore: Stn[ be clea staightgrain lumber of tlre H grade of the specles as lbted
by tlre National HEdware Lumbr Asociation. Lumber shall be free of sapunod sfieaks,
checks orotherdeHs.
Shall b glued wtttr w#r-reslstant rcsin glue or approved equal and pmessd by the hot
plale methd.
1/4' Ovetafl hblms shafi be of 3-ply rteneer cor€ @nsfuction
3E Ovenll ftlc*ness shall be of $plyveneercors consfirtion
t/i Overall thickness shall b of $ply wnseroorc consucton o
o SPECIFICATIONS
SECTION 064{n - &chibctunal Woodvuorlt
General Consfrus0on and Finhhe
2..3
U4' Overall thidrnass shall h of 7+ly veneercore consffucton
1' Overall thlcknss shall be of $ply vener core constuclion
(1) For Face Woods: FinishEs shall b elected and mathed by ttre ftuipment
Contactor witr fte rw@ to cuting lengfis, unlfonnity of color, figure, and gmin
character. Fae venen shall not onhln open loinb, hce depnsbns, glue
staln or o$Er manufactudng ireguladfes. All vislble vener b be dft cut (not
rohry cut) ald Archlbtutd Ouallty. Sbin colorto bo * spified in m&dal
Fbrence sheeb this secton.
(2) For Unil@ Woods: Shall be Blrch or lbugla Fir, robry cut Unselect good
one slde, l&rior type dytenod, Grade A-B; Grade A faces shall not conhln plugs,
larb, pitch pikeb, glits, rough graln orotheropen detscb.
(3) For Plasffc Laminalion: Shall be minimum 94" Mahogany hco coe ply'ircd,
good one slde.
c. futasonfe: Shall be lE thlcktempersd Presdwood, a manufactrcd by Masonite
Corprdion, Chicago, llllnols, oran appnved equal.
Minon: Shallbs faMcaH of 1/4" thlck pllshd plab glas and Gnde A silver quallty as
' manufactrrcd by Ubbey0rarsFotd Co., o qual. Shall be manufaclufod wih tuo coab of
silver applled h Fopedy pr@ ghss Silver film shafl be attbrlor cod of speclal hard
ompositon paint 'All mlron shall be guaranbed agalnsl silwr oxidation.
Gtass: Shall b of varytng thlchess and color. Gl6s b bo bmpered ghss of glazing quallty as
manuhctnd by Pltbburgh Plab Glass Co., orappmvd equal, unlm specified olhemb.
Glue and Adhelves:
a. For CabinEt Wo*: Rquiring primary lmd bmdng, molstrre areas and plaslic laminating,
Weldycod Phsilc Reshr glue a distibuted by U.S. Plywood Corporation, Los Angele,
Cilbmia sha[ bs usod.
b. For Cao-net Wo*: Where pdmary load bearlng ls not inrclved, white plyrinyl glue under
tre band names Presh Set Glue, as distibuted by U.S. Plyuood Corp., Los futgel*,
. Calibmla, or an appoved equal, may be ud.
Hardmru Hadunre shall b of solid mabrial and where exposd shall h casl brms, plated a
spified. Haldwod shall be provlded with nwry hcill0es br locking, unless oheluiss
spaifieil. All lmks shatl be ma$erkeyd. Samples of all haldnffe shall h tumished to
Consulbnb for approval. All doors h har bras hing* and screws.
lihslic:
2..6
SPECIFICATIONS
SECTION 06400 -tuchiGcturd Woodurcrk
Geneml Con*rdion and Finishm
a. For Mlrmrand Glas Se{tno: Shall be Minor-mastc, 6 manufactured by Mnnesota
Mnlng and Manufactring Co., Los Angeles, Galihrnia.
2..8 Paint All paint and offrer frnlsh materials shall be pum, unadulteratd, best quality ftom Sp€oified
Paint Company or equal. All items where palnt ls regulrcd, shall be shop painbd, except when
lmpradical or oherule specifed.
2..5 Plastic l-aminalq Shall be Fomica, Laminat Nevamar, or Equal, of solid or pho@raphic
pattem. Colors and textrre shallbe as seled by the Consultants;shall be shndad type
unlmofsulsespiffed.
2..10 Shop DrawtEs: Shop drauuings must be submmd. Submltshop drawings showing locdon of
each item, dimensloned plans and elerlation, large scale detalls, aitachment devices and ohEr
compnenb. Slow provblom and cubub br mechanical and elEctical work.
2-.11 Samples All sanples shall be submitbd in suficient time for approwl and such ibms shall not
pmceed unless autho&ed inwdfng.
2-.12 Wood: Hadrryood and wneers shal b Osk, Wdnug or equal. As indicated on drarings.
e.13 Wood shallbe heaH vdtr flarne reMant process where requird by local corte. Should thb'
prffi cause chang6 ln olor and efra{ on frnlsh maledal, the @nenal Conhactor shall notty
the consultant
2..14 AllHardwd and Hatd$md Veneerto have mde laquerfinlsh.
2..15 All doon b haw frnger pul debil or as otherwlse lndlcated.
2..16 All edge lippings b be hardrcd pinned and glued b dge of unlt'
3. BGCUTION AND INSTALTATION
3..1 Examine fie suffie and supportng sfiuctrre and lhe conditions under whlch fte woflt
spcified In ttrls secffon is b be inshlH and remdy condlfrons debimental to the work. Do not
pluceed stth inshllation undl unsats{ac{0ry onditions have been conected.
3.2 The GEneral Contsacbr shall verity a[ field dlmEnsiorr pior to fabrications of milluork.
3..3 The follordng general requlernents shall gornm fte corufructon of the custom-built fitures,
ercept where otnnilis nobd. Work shall be perfuird by skilld mechanics of he fade and
shall be of 0n hlghsi quality of tlre drarings and splflcatons.
a All Fbrtrrc shatl b rde up at fte mlll and csembled in single and mmpleb unib lnfir
as the dlmenslors treraf will permit shipment h and lnstllatbn at fte building. Larye
pim equiring scfonal onshrc,fon shall hare hEh several palts acatrely fiH ald
allgned wlth each otrerand ba pmvlded wifr ample sseurs, dowels, mortism and tenons,
t
SPECTFTCAflONS
SECTION O81t)O. HOLLOW MEIAT D@RSAND FRAMES
General Constuction and Finlshes
1. scoPEoFwoRK
1..1 The General Contracbr In accodancs wih ihe spcifications, SECTION 00700 - GENERAT
CONDITIONS, shall fumish tp nmsary labr and m#rials to provide tlre numbr and types of
holtow merbl dmr frames as shown on tlre dradngs and specifled hrrein'
1.2 The extent of Flollow Mehl Work shdl lnclude but b not llmited b the bllowing:
a. Fumlsh and hrstall new Holtow $rtehl Dorrs and fames m nold on $e plans.
b. Dor and Fmme assembly b be 2 hour raH.
2. PRODIJCTS
2..1 Prrovlde holtow rneblfrarpe b mabh edstng fur newdoon as indlcated on drawings and
specified henin Verity onditions ln Field pdorb purchme of doors and fames.
2.2 Provide hollow nebl franm of not less tnn #16 gauge.
2..9 Excapt as nodlfied by gowmlng odes and by tre Con0act Documenb, omply wllh appfcable
provision and rmmmendatbns of $e foflowtg:
a.'ShrcUnlWeldingCde'(AMS)
2-A Shop Drauings: Submit slrop drawlngs br hollow metaldoorframes. Stnw typlcaldehils of all
conditons at larye scale (not tes ttran 3!n. quals 1 fi.) for every openlng'
2..5 iilatedals:
a Sheet Stml: ASTM A366, fee fom scale, plt&g or otrer de{ecb, sffiher leveled for
doors.
b. Gdvanized Sheet Steet: ASTM A526, galrranized In accordance with ASTM A525, CoqtrE
Ibslgnaflon G90, phmpha$zed; sfebher leveled fur doors.
c, Reinforcement Steel: ASTM A36.
d. Fateners: Galvantsdorcadmiumplatedsbel.
(1) BolbandNub: ASTftlA307,GradeA.
(2) Expanslon <s: FS FF-9325, Group lll,epansion shield (selfddfrng tubular
expansion stel blt archors), Typo I or 2'
SPECFIMTloNS
SECTION O81()O - HOLLOW METAL DOORS AND FRAMES
General Consfudion and Finishes
(3) Machine Screws: FS FT'S-92, ca6on steel, Type lllcros+rmssed, deign lorll
recess, style 2C flat head.
e. shop Primen Qne of the follow{ng bake on: Fs TT-P{41 Type ll Alkyd, Znc Dusl-znc
Oxide.
2..6 Fabdcate ftames b tre despn and dimenslons shorun in accordance wih best shop practices.
Untess othepise shoum, hbdcab doos and panels to a thickness of 1-3/4 in. Take field
measuremenb where coordlnation wiltt adlolnlng work is nec€ssary.
2..7 lrlake hollow rBhlwo* stong, dgid, neat in appamnce and free from debcb. Reinbre
comen of doon as required to preventtwislirg orsagglng.
2..8 Form exposed surfaces fiee fiom warp, rfieare and buckls, wittr all comen square, unless noted
ottrenris. Form molded memben sfialght and Fue, wittr ualded joints coped and miterd, well
brmd, and tue in alignment Dms welded Joinb on o<posed surfaces srnooth so fiey an
invlslble after fmishing.
Z..g Provide clearances for don, not offremi.se spmifid, as bllorrys: 182 in. at jambs and heads'
1/8 tn. at meeting s{les of palns of dmrs and 3E ln. at btom where no $reshold or carpet is
required. Where a thrddH h shown povidE 118 in. clearance above the threshold. Where
carpet is shorm prrovHe 1/4 in. clearance above lhe carpst
2..10 Accuntely machinq flte and fit exped onnedions wifit hairllne joints unless othenvlse shoun
Concealfastenlngs whenever possible. Countenink exposed scrervs uslng flat, Phllllps head
screus. Pnvlde welds of adquate strengh and durabllity.
2..11 Wherc ftames are set in dryuall sbel strd watls wsld 16 gauge anchor cllps 2 fl" on cenlerto
erch jamb and head. ermlior clips shall mabh 0re size of type of each stud used In each wall
r r rr r END sEcTloN 08'|00 * *..'.
SPEGIFICATIONS
sEcTtoN 08200 -wooD DooRs
Geneml Consfruction and Flnishes
1. SCOPEOFWORK
1..1 The Genenal Conffir, in accordance wth the splfimlions, SECTION 00700 - GENERAT
CONDITIONS, shafl fumlsh ure necsary labr and mabdab to provide he number and type of
Wood Dmn as stpvm on the drawings ad spelfied hereln.
1..2 InshllatonshallbepeftIrndunderSEGTlON06200'CARPENTRY.
2. PRODUCTS
2..1 Fumlsh shin gmade solld oe rlood doon as noted on plans and specified hercin. Doors b be
ffush panel. Shes a nohd on Plans.
3. EXECLTIoNANDINSTAIJ.ATION
3..1 Package prefinisted door and pnels ln heavy duty erdboard caftns at tte fa&ry prior h
shiprnent l{ark iiems uttt ident'ficalion br prcper loodion.
3..2 Proted doon agdnst damage during handltrg, tansh and sbrage. Slore in a dry place,
protetd from tre wea$er. Stack in acodancE wth manuhcbre/s dlmtons'
3..3 Prefit doors ard panels in acodance wlth blerane requiremenb of Commerclal Shndald GS
| 71 , at tre place of manufactre. ProvidE sbndad bevel or radlus b edges of doons as Gg{red
by tre instailalion. trlachhre doors and panels for hardware rquidng cuffng of doots d fie place
of manuhcfure. lrachinlng shall be In rodance wih hardwate bmplates.
3.4 Do not lnshll dmrs unlil concrete, mconry, drywall and tle woft are ompleted and dried ln he
aremto rreivedoon.
3..5 Dmrs shallbe onditioned b the average pretalling mobtuo (humidi$ of the locallty berblp
hanging. hn sttal not bo subJected to abnomal lreat, dryness, or humidity. Avoid sudden
changes wch as brced heat (used to dry out the bulldirg)'
3.3 Cuttng, timming, ffiing and machinlng of prefinished doon will not be permitd.
3..7 lnshll doon in required opnings as shorn. lnstallflrsh panels wtth conealed hsteneF
Provlde pilot lmles of proper slze br sreun inb particte board mn doom. Use shinless stel
sMnetd sclstc lnto pttdE board.
3..8 Apply harduale Inacordancenitr hardwae manufactrpfs instuctions and Sdon'Finish
H'aidware". Adjust dmr insblldon to provide unibrm clearance at head and jamb, and b
conm *op riniformly. Remove and replace doors whlch are fuund h be waryd, bowed or
offrerqbe damaged and cannotbe properlyfrM ln tarnes.
SPECIFICATIONS
sEcTloN 08200 -wooD DooRs
General Constuc{on and Finishes
g..g Pmtect dmrs ind hardware durirg consfirction. Maned frnlshes shall be touched'up perfecily
match ad.iacent surhes b saflstaction of M or unit shall b rcplad.
. r r.. END SECTION 08200. r r r r
SPECIFICATIONS
SECTION 084m - Builde"s Hardware
General Constoitdion and Finishes
1. SCOPEOFWORK
1..1 The General Contactor in acmrdance wih the specificafons, SECTION 00700 - GENERAT
CONDITIONS, shallfumish fte newry laborand matedals to ptovide he required number
and $pes of Builders Hardmre as shovm on drarings and specifd herein'
1.2 lnshllation shall be prbrmed undet SECIION 06200'CARPENTRY'
2, PRODUCTS
2..1 Coodinate witr Sction 08100 - Hollow MeEl [bons and Frames and Seslion 08200 - Wd
Iborc.
2,2 ltVhere noted on drrawings, rcmorre eldstrq eileriordmrthehold and irnhllrBwc splfied.
2..3 Packagirg
. a. Include ni0r edr item of haldurare, tefullowing:
(1) Scleus, bolh ard fasbnes nEcesary tor hnhllation.
(2) lnsbllation imfuctions.
(3) Speclalblsrcquiredforinstalldon.
2..4 Labling: Packaglng flnlsh hardware ibrns lndMdually leglbly marked ard adequably labeled
Indlcding ttre part of tre mrk for whlch lt is Intended and beadng a marklng conesponding witt
he numbr shotfln on the Hadwan SchedulE.
2..5 Alltrcrk of this Sffin shallmnfuim to tre gorremlng laus and building mdes. Allhanlwure
shatl be of the bet grde of solid mebl, entrcly fe fom lmperbctions in manufactue and
frnish.
2..6 Qualltim, weighb and size glven hereln arre fte minimum ihat wlll be acceptd. lt is the
responsibility of 0re Hardunre Supplier to supply tre speclffed ske and unright of hadware and
the properfuncton of Mware in each case.
2.7 Genenal Adapt harduram m required h compende br urdercutting, catpetng, ralssd
thresholds, or other special condldotts.
2..8 Hardware Afiachment tbvices: Pnvide Phllllpe head $pe screm and blb wilh ex$ed
surfamfinisMtomab-tradjacentharduapsurhce. Usetrebllowingfashnersbrappllcaton
to tlre substate shoum:
a Machlnescreunand bllsfor+pncabnb$ood.
SPECIFICATONS
SECTI0N 084m - Buildefs Hadunre
Genenal Consfrustion and Finlshes
2,10
2..11
b. Wmdsqeuswitrfulltrredftrapplica{onbwmd'
c. Sheet msbl sc1es6 frr use hr fire obrdant patcle boad or plywood shall h of shinless
$eel.
d. Machirc screus and galvanized hmpln shields frr application lo concrete or mmonry.
e. Thru-boltng wi]| not b permitted e)o€pt ln special caes d the Architecfs discretion.
Provide hrtemat reinfurement h accept botts concealed fiom he outer hce of door.
HarduarE lnbrmaton scheduted lnreln shall not ba consfued as a complote haduare schdule
and shdlonly be onsldered a an lndica{ion dthe hardunrE rcquiremenb. Etamine he
-
Draraings ani door symbols, ad provlde all necassary or additional harduare as requircd, of he
same type, quality ard quantly a that schduled for similar doors or part of the buildirg used br
similarpurpo*s.
Hardware shall be sulbble and dapted for lb requird use and shallfft lts designabd locdon.
Should any hardrrare as shown, speclfrd, or rcquircd, falllo mmtthe intended requiremenb or
require modificaton b sult or frt tre d*ignated ldon, determine $e corecfron or mdificaton
neicssary in anple tme to aroid delay ln tre manuhchrre and delivery of hadlrate.
All surfrce closen shall b tre pnducl of one manuhctrrer. Closers shall be hydnulically
onfiolled and full rack and plnion ln operadon. The ctoser body shall be of high stnngth cast
lmn or atuminum. Each closrshallhave adJusbble generalsped and latch speed. Necewry
arms, brackeb, and other door accssorie musl be avallable to suit approved job mndidons.
3..1
3..2
EXECIMON AND INSTALTATION
Pro|Egt hardware wlth nabrial of type wtrlch is erily removed wilhout maning inish.
Mount all hardware unlb at heighb rccornrnendd in 'Recommended Locatiom for Builden
Hardware for Cuslom Sbel tbrs and Fmmes' or to match edsflng locations.
lborClosen:
a. General Vertty erch head condlton pliorh fumlshlng door closers; make requitd
rndificalions orchange due b dehild condltons. Manuhcturcr's reprcsentative shall
inspffq approve the proper insalation, and regulate each door dcer pdor b final
acc€plancs ofte uork.
b. Surbc+Mounted on D69r Surface shm appticaton br sbrdard operalion and sofit plab
appldion br panallel ams. Proride spial stroe plabs ard brackes whel€ splfied or
wheto requlred by sprJaljob ondlfions.
Installeach hard'aap ltem h compthnce ndh the manufadure/s instuctions and rcomnenda'
tons. Whenever crning and finini b requfued b irretal hadwap onto sudaceE which are labr b
SPECIFICATIONli
SECTION 64110- Builde/s Hcdwan
General Conshrclion ad Finishes
be palnffi orfrnlshed on anoheruay, coordM renoyd, sbrage and relnshlaton orapplca
ton of snhce probcton wm frnMf€ w*. h not hrsbfl surhc+mounhd items untlfinbhes
have bn complebd on the suffi.
3..5 Sat units tEwl, plumb ard fue b lirp and bcdon. MJrd and reiniorce $e athchment suM
m rccesty hr proper Mlldon and opetdon.
3..6 Drill and munbrslnk unils which are not facbry prEpard br andrrage ffinen. Sprc
ffinen and arnhors ln mdancewtft lndu*y sbrdafds.
3.1 Adjustard ctreckdr oprdng lbm of hadtrar and each dor, to ensulB poperopenadon or
funcdon or every unlt Replm unils whi'ch carnot bo adIM and hDdcabd h op$ab fr€6ly
and smootrly as mndd brtte appllffin nde.
o SPECIFICATIONS
SECTION O88()O- GI.ASSAND GLMNG
@neral Cotstncton and Finishes
1. SCOPEOFWORK
1..1 Ths General Conbacbr, in acordance wifr tlre spcificatons SECTION m700 - GENERAL
CONDITIONS, shall fumish the nmssary labor and rffirids b prform $e requiremenb of the
wo* specified herein.
1..2 Ttre extent of glms and gldng rrrnrk shall lnclude but is not limited to tte following:
a. Fumlsh and insbll new mlnor unib in bahrooms c noted on drawings and specified
hercln.
b. Fumish and install all gluing d ner Enby Ve{bule as notd. See Millun* drawingq
Secton 06400,
2- I'ATERIALS AND MEftIODS
2..1 Quall$Assuname
a. PdrB Glass Slandard: Comply wtft FS DDG451d.
b. HeatTreated Glas Slandard: Comply wi0t FS DItG1403b.
c. Sety Glass Srhndards: Comply wdh he bllosling m applicable:
(1) Gonsumer Product Sdety Commission 16 CFR .1201'
(2) lndusfrYSbndads:ANSI297.1.
d. Sound Trarsmislon Twt Shndard: Comply wt[t ASTIti E 90.
e. iilanufacturers: Provide eactr type ol glas and pdmary sealanUgasket from a single
mannfasturer with not ts than 5 years of experience In the producffon of matedals similar
htlmse required.
f. lnstaller (Glazier): Firm wih not less than 5 yearc of successful experience in glzing uork
simllarb the wo* of tltis prcject
2.2 lrrllnor to be fabdcaied of 1/4' trick plished plate glass and Gnde A silver quality as manufac-
ntred with tfio coab of silver applied to properly procsssd glass. Siker film shall be hermetically
sated by a heavy unibrm coating protecH by an etrdorcoat of special hald composlton
paint N minos shall b guaranM agatst siher oxidation.
2.,3 Supply Polbffi Chrome J Channels contnuous d top and bothm of mlmor surface. Supply all
hsteners as rcquired hrcomplete Installation.
L
SPECIFICATIONS
SECTION O88OO - GI-ASS AND GLAANG
General Consfruction and Finlshes
2..4 Flod/Fl# ghss: Typ I Aralty g3, clear unlm otlrerwise lndlcated' Thickness b b 1/2"
2..5 Processd/tempered Glass: Povide prime glass, clear, rafiich has fogn heatbeabd to
sfiengtren gtms in bending b not less $tan 4.5 times annealed sfengft'
a. Tong Marks: Providetempered glass produced by process which eliminabs bng marlts.
2..6 Glazing Sealanb and Compounds:
a. General Provide black sealant at storetont and clear in other interior applicafions.
Comply ntgr manuffirrc/s rwmmendadons brselecton of hardnss, depondlng upon
tre ti;fion of each applicaton, condltons at flme of installation,.and vadatons or modifi-
€tons, carefully fur ompatibility wtth surfaces conb# in the irstsllaton'
b. 2-Palt Polysulfide Glazirg &alart Elasbmeric polpuffide sealant compMngqth FS TT-
92n, ChssA, Type2;specialllmmpoundd and bsH to show minlmum of 20yea/s
mishnca b debdoration ln normalglazhg applhalions.
c. Butyl Rubber Gbzhg Tapc Parfly-vubanhed, self-adhesivE, nonsHning, eKomeric
butyl rubbr ap, 98% solids, eltrer plain or pre.shimrd as rquired tur pnper lnshlla
donof glm.
2..7 Miscellanmus Gladng Nhledals
a. sgfling Blcks: Neopene, 70.90 dumrreter hardnes, with proven compatbllity wt[t
smlanb used.
b. Spacen: Neoprene, 1M)-50 duomebr hardnes, witlr poven compatibility wltt sealanb
usd.
c. compressible Flller Rod: cloed-oell or w#ryroof-Jmketed 9d stock oJ srntetc rylsr ^
or plistic fuam, pmven b be compatble wttr edanb used, fExible and r*ll'lent wih 5-10
psicomprssion sfrengft for 2570 defledion.
d. Cleaners, Pdmens, and Seatanb: Type recommended by soalant orgasket manuhctmr'
2..8 Submithls
.
L Prcduc'tDala:
(1) Submit 2 oples of manufadure/s speciffcailions and inslallalion ffiucfions,
trelud|ng dmumenblion of mmp||ance wih rquirerenb, ard insfucton frr
harUnnU smring, itshlllng, cleanlng, atd protectlrg each $po of glam and
gladng mabrial.
b. Samples:
SPECIFICATIONS
SECTION O88()O- GI.ASSAND GI.AZING
General Conslruclion and Flnishe
2..9 Product Handling
a. Comply with mannffiurer's Instudiors for shipping, handling, sbring and probcling glass
and glzing matedals. Exercise ercepdonal care h prevent edge damago to glass, and
damagddebfonaflon b odngs (tf any) on glm.
3. EXECUTION AND INSTAII.ATION
3..1 Examinefiaming and gtalng channelsurfacEs, backlng and geneml design, and the conditions
underwhich the glzlng is to be perfoimEd, and aredy and onditions detimenhlh the proper
and timely completion of he work. h not proced wi8r glzing until unsatisfac'tory condi$orn
have been conected in a manner accepbble to $e glder.
3..2 For stonfiont watertght and airtight insbttdion of each piece of glass is required. Each
lnsbllalion must vdthstand normal bmperaturc change, impact loading (for operating doon)
wiffrout failun including loss or breakage of glass, fallure of sBalanb or gaskeb to remain
watertght and aidight, delsdordion of glazing matedals and other defech in the uork.
3..3 Probct glass fiom edge damage dudng handling and insbllation'
3..4 Comply urth ombind rmnmendatons of glms manuhclurer and manuf-acturer of salanb
and oher materlals used in glzing, exceptwhere mon stlngent requiremenb ara shown or
spdfid, and except where nannhcfure/s technical reptwntalives direct othenrise.
3..S Comply witr "Glazing Manual' and ofier appllcable publlcations by Flat Glas Mafteting
Asociltion except a shom and sp*ifid otfrerwlse, and except as spclfically rccomnendd
otrenryie by ttre manuffircrs of the glass and glazing mderials.
3..6 Seal glcs minror and ftame to back splash witr clear silicone sealant. Force sealant into channel
to eliminate voids and ermure complete bonding of sealant
3..7 Mlmors h be installed wt[t sabty hpe a spified.
3..8 Wash and polish mirors not more han bur days pdor to dab scheduled br inspections intended
beslablish date of substantalcompleton. Complywith glass manufadure/s recommendaflors
for frnal cleaning.
r * r* a END sEcTloN 08800 "
* " .r
SPECIFICATIONS
SECTION 09250- Gypsum Drywall
@nEral Constucton and Finishes
1. SCOPEOFWORK
1..1 The Gensral Contacbr ln amrdance wlth tre specihcations, shall fumish he necessary labor
and mderials b prfurm fie requirenrenb of tp uo* speciffd hercin'
1..2 The eftnt if gypsun dmmll strall includE but ls not llmiH to the bllowing:
a, Fumlsh and lnsh[ a[ matetiats necessaryto consfrr.rct new gypsum board pafftons and
cellings wlrere indicded on dradngs and speciffed herein.
b. Fumish and insbll new hand tror{eled veneer plasterfrnbh (VP-1) in all lmatons lndffid
on plans. Submit hand torreled samples brapplovalpdorh lnshllaflon.
c. Fumlsh and inshlla[ nitrrials rccwryb ortand patch unlls m noled on dradngs and
debils and speciffed hereln. Revlen otpr sectom for patchirg wotk b be lncludd under
GyFum pryunn - OgZ50. 0.e., elatical, mechanlcaletcJ Pfrhing workb include
pabhing of ornrerb rvalls b be frenchd by eldiclan.
d. Fnme new FIVAG difrrsars lnb new gypsum board caillngs. Finallocaton re debrmind
by Grumnran8utkts Associab.
e. tnstall new ffush mounbd access panels (one per area) inb rcw gypum bmrd ceillng.
Exact locafon h be debrmlned by Engineedng hpaffnent and Andetson/Mller, Ld. Re
view all ptars ard inshllas rqulred and/oras noH.
2. MATERIALS AND METHODS
2..1 Steelstrds-ASTMG645;25gauge.
a. tbpthof Sclion: i!5/8'- 2-12',tomabh existingcondition.
b. Runner's Mabh sMs: type rmmrnended by strd manuffiurerbrflmr and ceiling
support of strds and fur verdcal abutnent of dryurall work at other existng wotlt.
2..2 Gypsum Boad: ASTftI C36. Povlde ln maximum lengths b minlmEe end-toend butJoinB'
a. 5/8'tticknss untes oterutse noted' t1pical.
b. Type: Regular br moms and walerptwf type for baths.
2..9 Tdm Acce,ssories: Pnvide manuffiure/s shndard tim accsries of type lndicded hr drytmll
wo*, furmed of galvanized stel expanded f,ange fur nailng and beaded for concealment of
flanges in joint compound. Provide orner b€ds, and V-shaped on+pieo contol jolnt hds-
o SPECIFtCAnONS
SECTION 09250 - Gypsum Drywall
General Consfitction and Finishs
2..4 Acm panets to be Sesame Type flush mounted KSM/CAD, Ceiling Acces Hdch as
manuhctled by Karp Assmiates, Inc. fi18) 78't-2105. Dimenslons to be 24'x 24'.
2..5 JointTape: Pefolded, cmss laminaH papertype.
2..6 Joint Gompound: Ready-mhed vinyl type br lnledor use.
3. EXECTMONANDINSTALUTION
3..1 Examine the subs6e ard tre spm to rcceive gypstm drywall, and the condidons under
whlch gypsum drywallis b lnselled;and remdy any condidonsdetimentalto tle unrt. Do not
prcceeO v,rffr tre Installaton unlil ursatsfmbry condldons have boen conected in a manrer
accepbble to he inshller.
3.,2 lnstall nnnertacks atfloor, ceiling, and shrctrralmlls and columns where gypaum drywall sfi'td
systan abubotherwolk
3..3 Termlnate part'tion stud sysbm atcellirBs'
3.A Space studs at ld O.G.
3..9 Frame dmr openirgs urtfir verdcal studs searrely atached by screus at each Jamb either diredy
b frames or to lamb anchor clips on door fanre. Inshll runner back sections at head and secure
b jambsttds.
3..6 lnsiall wall boards vertelty to avoid end-bttt Jolnb whercver pelble'
,
3..7 lnstallexposed gypsum bmd wittr faca slde out tb not insbll imprH, damaged grdamp
boards. ilun boards togettrerfor llght conhcl at dges and ends (not more than 1/16' opn
spaca btueen boards). Do not hrce ln to place.
3..E lnslall mebt comer bads d edemal cornens of drytrall work'
g..g lnstall metal edge tim whenever edge.of gypsum board unould ofteruie be exFed or seml'
epsed.
3..10 FinishlngofDrywall: Applyatgypumboardloinb,flangesoftimaccwries,pneffafions,
fastenerheads, surhcedefe6 and etsevrherc as loquir€d'
a. Applyiointhpe dlolnb btween gypsum boads.
b. Apply toint compound in thrw coats and sand bfwen last tulo wF and &r last coal
Avold raising tre nap ofthe papsrwhen sanding.
3..11 Perfurm all necessary pdchlng of gypsum dryuall constuction der the unrk of other bade.
Revlew all o&er sectons ard arcl'ribctral drawings for inforruaton.
o SPECIFICATIS'lS
SECTION 0g2$l- GyFtrtt Dy/'nd
Gensnl Commston ad Finish€
3..12 RenpvE atl dbcardd corntucffon debds 0.e., gyFum boad, M. EtId tunnanF, *) ailtn
etdofechdaydmrk
3..1 3 Probct tp mfi Ef ofter kade from dam4e by gypsum dryndl itrhllailion. Coned any
damage by repffrg, chantu or replachg a reqded. At he ompMon of tn wo* by ofta
ffies, buch up ad rsn a! dam4ed or deM sud@ ad ftlsh to mabh e$tng
sufrces.
r.rrrr.r rr EID oF sEcnoN wlcl t. rt.t.r tt
o SPECIFICATIONS
SECTION 09300 - Ceramic Tile
Genenal Con$uction and Finistres
1.SCOPEOFWORK
1..1 The General Conbacbr in accordance wltr the specifications, Sstion 00700 - GENEML
CONDITIONS, sfpll fumish tre nereary hbor and mabrials to perfom the requiremenb of lhe
wo* speciFsd hercin.
1..2 The e)&ntof ceramic tile wodt sMl include but is not limitd to the bllowlng:
a. lnstal rpw cemmlc wall dle tuoughout bathrooms m spcified.
MATERIALS AND MET}IODS
2..1 Mabdals used In tre fabrlcaton and instalafion of tris wotk shall be new and ihe b*t grade
otrtalnabb of tlgh res@e $pes.
2..2 Latex - Portland Cement liorbr: Latex - modlfid Poriland Cement thin-set morhr omplying
wihANS!118.4.
2,3 Grout for new f,oors b b commerclal cement grout witt a llquld labx morbr addiliw. Use
Hydnmentas manrrfactured bythe UPCO Company, Cleveland, Ohlo: Colorpermatedal
reference sheb. Golorto be selded by deslgner'
2..4 Supply and instafl all appropdale comer pbces as rqulred.
DGCUTION AND INSTATTATION
3..1 Wo*manship
a. lnsbltdion of tre ceramlc tile shall be perfomd by skilled, exparienced, joumeynen fle
lnshllers. Apprentces shall be used ln amrdance wih the brms of fie conhactual
agrement wlh the unlon and only wtren the use of appantces is applhable under he
bhs of such Agpemsnt The work ls to Include all labor, equhmenl material and bols
nmssary for the ompletion of the job. The inslallation ls to be in accordance vdft the tile
manufactureds recommendafions fortre best Inshllation practices. Workmanship shall be
in keeping wtur the highest standards of the tle irchllaton irdustry.
3..2 tulanuffiudng Sbndads
l Provide tile equalh orexcedlng tre Shndard Grade Requirements of ANS|A137.1.
b. Provide mabrials otrtained fom only one ource br each type of lile ard color to minimhe
vadatons In apParance and quafltY.
3..3 Measuemenh
SPECIFICATIONS
SECTION 09300- Ceamic Tde
General Comtuction and Fin'she
3..7
a. Dimensions ln $e plans and specificdions and fte drarings are to be onsidered c
approximah. Contactorshall be rqulrd b carcfully check in ttn field alldimensions
and otrcr conditions dectrg his unrt. The Conhador shall b held solely retrnsible for
proprinsbllaton of hetle in a|| areas designabd.
Examine the areas atd ondlflons underwtrich tte tle work is h be irsElled and remedy any
condiflons detimentalh he proper and timely completion of the work. Do not pmceod witt the
work unlil unetisftcbry condltons have ben concted In a manner accephble b fie Subcon'
tractor and the Gerenl Gonfactor.
Conbactor shall be requird b propedy prepale fre slie for taying the tile floodng. The condition
sf tte flmrs and preparatory sbps to insure a hlgh quality imbllalion shall be trhe solE tepn$'
bitity of he Confactor once the wotk ha shrM. All ceramlc tile shall be insbll€d ln amordance
witr tlre recommendadons of the mannftcturetof the producb used. Iiles shall b dSbndard
Grade quality onbrmlng to rcqulpmenb set futft In the lndusfy sbndad ANSI 137.1'1908.
lf required by conditon, tn mnhacior shall lewl tre floor slab with a mortar base as required br
levellnsbllation.
Commenenent of cenamlc lile installaton by Gurtsador shall bs an indicaton of hb accephnce
of the subsfiate and he will automalically 6ssume the respmhllity br any unaccapbHe finished
unrk caud by suM condlton.
3..8 Pdor to commencirg trshlldon of the ceramic tle the Conbador shall conbr wilh the cEramic
tle manuhcfurBr concem'lrg tre most effclent and corect way of exeuling te indallaton The
nnnufactrefs rccommendafrons shallb considered binding and frnal unls oftenrlse
determined by the Designer.
3..S All installdon bchniques ehall strictly adhere witrr lrduslry sbndards; ANSI A108.$1967, ANSI
Al 08.4-1 968, ANSI A1 08.S1 967, ANSI Al 08.S1969.
9..10 Haldle, storo, mh and apply pnpriebry setdng ard gruuting mabrials in compliiance dlh the
manuffirre/s inshrdions.
a- Remove debris, laltarre and otlrer foreign matter from all surfdces to rreive tile.
b. Walt 24 hourderse$ng tle befue gmutng,
c. Exercisecarch preventdamagebunbrproffitg ratuials.
3,.11 Frdend tile work inb recrcs and urder equlpment and fi:rhnes b brm a compleb covering
wt[rout inbrruptors, except m o$enrie shwrn. Terminab woft neatly at obsfruclions, dgs
and cornen, without dlsruption of patem orJoLrt alignment Provide openings ftr electlcal
outleh and sruttdrs, bul allow blerances tght enough b guananbe full covenagp by cover plab.
9..12 Apply ttrin set morhr bext b subsffie or new morbr bed. KeEp tile thickness to a minlmum b
SPECIFICATIONS
SECTION 09300 - CenamicTile
Geneml Cottsffnction ard Flnishes
3..13
3..,|4
3..15
3.,'t6
x..1t
3..18
3..f9
3..20
3..21
allow br smoolh translton at threshold.
Where ceramic tle meeb anofter flooring mdedal [.e., carpet, quany tile, tena:zo), concealed
stripping m required shafl be used b fonn tre tightest possible joining. Door lhreslrclds shall be
conectly located and centered under the clcsd door llne. Expmed screws or nails are nol
accepbble. Thrchotds shall b securd b the floorwifr ample fasbnens of propertype and
size. lnstallerb provide hlgnerwith samples and spwificadon Informalion on all door mebls,
blm edges etc. hr fnal approval pdor b inshllation.
Untess otrenaise shown, lay tle ln grid patrem. Allgn Jolnt when adjoinlng tiles on floor, base,
ualls and bim are the same sEe. Layout tle work and enbr dle fields both dLectons in each
space or on each wall arca Adiust b minimke tile cuting. Make all cub of lile un'tb ushtg powr
drfuen masonrysn'L
Jolnb shallbe unlhrm t/16 inch In wldtlt.
a. Align Joinb in tle base wlft jolnh ln wall tle.
For tricket appllcdion, lile b b insblled over curved and leveled mo&r bed with a bavelled on
board oat of dry set moftr or latex modified Poilland cement morhr. A skim coat should be
applfrd b back of tile. Requdrementof ANS|A108.5.
The Contactor shall pobt{ tre'ceramic tile from damage resulting ftom the work of other
Henen in tre bulldlng. &hduling and rwpotsiblli$ b be coodinated wt0t the @ner.
Upon ompletion of tre ins{alHion of emh area, remove excoss adhesfue or other surhce
blemlshes uslng neufialtype cleanets as recommerded by floodng manuhcturcr. Conbactor
shall remow all wasft and excess mabrials and sbre all tools and qulpment d the end of mch
day.
Clean grout and mffng mabrials from the face of ffle while matedals are workable. Lesve dle
frc clean and fiee of all ftrelgn mafier.
Finished fie Work Leave finished instaltaflon clean and fee of cracked, chipped' brokon,
unbonded, orothenflise dehtive tle work.
Conhacbrshallbe rcsponslble brdarnge b any building surfaces caused by flooring lnsblh-
tlon, l.e. paint, wmduuk, d@ts, elc.
r r r.r H\lD sEcTloN 09300 r r r r r
o
SPECIFlCATIONS
SECTION 09600 - Mafile and Stoneundt
Genenal Consfuclion and Flnishes
1.SCOPEOFWORI(
1..1 The General Contacbr in accordance wlth ttre sFcificdons , SECTION 00700 - GENEML
CONDffiONS, shall firmish the necsssary labor and mdedals to pefum fte requiremenb of the
workspeclfed hercin.
1..2 The odentof nnrble ard sbne riork shall Include but b not limlted b tln bllowirg:
a. Fumish and Indall shne fooring in Lobby, Lobby Lounge platbm, Corddons, Bahroom
and Reglsrffiion Lobby Stds a nobd on drawings and spectffed terein.
b. Fumish and irutalldone Reglsbaton lhslq Gued Seryices D6lt FrontBar, Balfumm
Vanity and Bootahelf Consote top as notd on dradngs and spified hereln.
c. Fumlsh and irffil new Sne hearth ald fileplre sunound dehiling as nobd on dnwings
and specified henln.
d. Fumlsh and instull naw stone @iment deblllng orrer Back Bar and Restaurant Enty as
notd on the dradngs and spifred henin.
e. Prepare/lerrel all slab and,unll surf as r4ulred br level lnsbllaflon (to b included ln
his confact).
f. RevlewArchitechrnal(AandAD Debils)and FhtrreDrawings(FD)braddilionalinbma-
tion on all s:tone b ba in ftis sscton.
MATERIALSAND METHODS
2..1 Stone vanity bps (3/4' trick) to be provided and Insblted under fiis strton ln cmdination witt
architetunal dnadngs and debils,
2.2 lrstller: A firm wih a mlnlmum of firre years experlEnca in he sucwful Inshlldhn of maftle
unib of similar shes and shapes atd of slmltar quanlifies b the unib rquircd hr this pnjmt
2,3 Shne lile to be tlrln set over $oroughly dried leneling bd. Levellng bed to installed m t4utred
and indudd in ftis conbact
2.A Portland Cenpnt Mortar Insutaton lvlaterials: Pmvlde mabdals to comply wltt ANSI A108.1 as
required br insblldion mEthd designabd, unles otreruAs indlc#d (ttick set and thln sel).
2,,5 Thin bd morbrshall be 1:1 prdand cemenUsnd gauged with LATICRETE 4237 Tile Sefrng
Liquid. Groutng m#ridslran bs Latcrete Dry Bord Groutand Joint Fillergauged udttLdgpb
37il Admk ntortar anU grcut ddi$ves shal be as rnnufactured by Laticreb lnbmdonal (or
qual):
SPECIFICATIONS
SECTION 0S6m - Maftl€ and Stoneunwlt
General Consfirction and Finlshes
lglimabPalkNotttt
Bethany, Connectiflt 06525
2..6 The sefling and gnutng mortars shall be neafrer, frost, shck and chemical esi:shnt and shal
meet tte fullowing physlcal requinmenb.
Gompressive stength 5,000 Pd mln.
Bond stengih 500 Flmin.Waterabsorpton 4.0% ma"
Coeficlent of Themal Expamlon same as concrete.
3. DGCI'flON & INSTALTATION
3..1 Shop and SetHng Drawings: Submft shop and sefing drawirgs of stone wort. Show in debil tte
johrtng, dimensions sbes and ldions of crJtoub, lddon to othertades, and all ohet
prtnerrt dab and inbmatbn.
3,.2 Carefirlly pack and lmd fnbhd shne brshipment and hke necessaty prccautions against
damage In Fansil Do not us mderial for blcking and packing wttich would causo stainlng or
dlscolordion and exerclse care b pe\cnt stainlng dudng the sbrage pedod.
3..3 Delfuer prc*aged seffrq materials in the oiglnal packag* and conhiners of he manuhcturer.
KeP aggreg# dryand fre from solllng.
3..4 Amrratdy cut drs, ddll, fit and finish Srp uort b shap and dimensions shown on
Drawlngs and final shop ard seiling dradrgs. Make expd plane surfam fue In line.
3..5 Cut efiemd comers with quidunlterjoinb where shoun; cut all otherioinis and edges squarc
and at right angles b face, and wtth bacla prallEl to face. Make ds shaight shaps, tuq and
continuous atJoitG.
3..6 Priorto installaton examine surfaces to receive sbne and do not ptocd unlil any defrct
detlmenblto fre ftnlshed work are cor@bd, hrcluding molsfura probction, sfttcUnal srppoG,
provbion Qr exparslon, or any otrer condition vuhich mlght aflbct tn finishd utotk in appear-
ance, rrdei tightross or In@rtty of tre mmplebd installation'
3..7 lf slab ls uneven, provide and Insbll leveling bed so ttrat tile w{ll sit wtth uniform edges. Maximum
rrarlaton of surface to recefue tiles shall not excd 1/8" In 8'- 0' tom the requird plane nor morc
than 1/16'perfoot
3..8 Venty all measurerpnb and dlmernlons, cmrdlnab fre insblHon of insrb brhls uorf and
oordlnae ard schdule thb work wflth tre woft of ofterbades. Give pallicular attention b the
localion and size of cubrds requM h accommodab mechanical, elettical, and o$ermd< or
adloinlng onstucton, in accodancs ntth tre rcvle$Jed shop drarlngs br such bade.
3..9 Fumish dovehll anchor slob, wdgp tyF inseth, and other tbms requidng buildlng ln to
SPECIFICATIONS
SECTION 09600 - Ma6le ard Sbns'Yo*
Genenal Gonstuction and Finishe
concrete or masonry wo*, along wttr looation drarings, In suffclent tme so m not b delay lob
pr0gress.
3..10 $one seflirg, arclrcdng, and polntng shall be in accodama wth appli,cable rquiremenb of
specificdiors of fte Maftle Institute of Amedca, unless otpuise specified orshown.
3..11 Set sbne h accodance wih frnal seffng drawhgs, level, plumb, quare, and tue tdh unKorm
joints, aeurately allgned wilh graln runnlng ln the dlrmton shown. The quality of feld cufling
shall be he same m for shop cudng.
3.|12 After hnlal cleaning, prrovlde non-shlnlng temporary wood guards at comen ard olher surhcs
subjwt to damage. Probct unc* from damage due b su@uent building operdions.
3..13 lmmdiably prior b completon of the Wo*, clean stone by washing wit{t wder and hislle
brushes; removing all sblns, dht and otprdlsolonatons. Do not use acids, cleaning compounds
orwire brushes.
On completion of @nsfructbn, rcmove all bmponaty pmbtion.
3..14 The complebd Ins&lldon shallhave the accephnce of fie hstel and owner. lnshlld unils
which ale chip@, cracked, or othenrie danuged or whlch, in tre oplnion of tte hoiel and
o'mer, do not conbrm b the Speclfrdon rcqufemenb shall b removd and rcplaced.
3..15 Clean up: Duing &e progrcss of he up*, remove ftom the slte all dlwrdd marble, grout etc,
atthe end ofeachun* day.
3.,16 Probction: Probctheuo* of othertadesfom dam4ebymarble insbllation. Conectany
damage by repaidng, cleaning or nplacing as required. At ompleton of work of other fades,
touch up and reshre all damaged or defaced surfaces.
.****** rr* END OF SECTION 09600 rrrrrr r *t r
SPECIFICATIONS
SECTION 09750 - Reilient Flnishs
General Consfructon and Flnhhes
1. SCOPEOFWORK
1..1 The &nerel Confachr ln amdance wih tlrc speclftcations, SECTION 00700 - GENEML
CONDIIIONS, shall fumish trE necessary labor and matedals b perform the requiremenb of the
works@ified herein.
1.2 The extent of Rsllient Fnish work shall incMe but not limlbd to he following:
a. Fumish and lrMll new 4' vinyl shaight bme in the Safety Deposit Room, behird the Front
Ibslq and behind the Guest &Mces Desk as notd on dravuings, and specifed herein.
MATERIATSAND METTIODS
2..1 Prirners and Adhesives: Primen and adhesives h b cut back type asphaltc producb of
approved brands and rccommendd and guaranbd by he manufacturer of lhe floor tile and
accesorles. Mhesives shall not be ud for uall uork or vic*vena" Adhesive shall bs
wabtproof.
2.2 Reolacement Materiaft At ompletion of ttre unrk, deliver h Ownefs represendve replacement
matedal in Bre amount of one (1) box lbr every 50 InshllEd for tile and 32 lineal fuet of bae for
use of fte Ownefs malntenance brces.
All matedals, arfrcles, and accessoric lncorprated in the woft shall be Upe and qualtty spscified
herein and subject h the Archltecfs and Owne/s appnval. Methods of preparation, constuction,
and installdion of such m#rials, arlicles and ressorie shall be sffictly in accordance witt
accepted standatd praclice, manufacture/s pdnbd speclfrcations or instructons, and/ordirected
byfteArchited.
WanantF Wanarty, ln the appoved writen ftrm all mabdals and workmanship to remain ln
servirpable and satisffiry conditon and b make good, d own expnse, any imperfetiorn
which may develop during tre period specified and any damage to other uork eused by such
impertsctions or by tre Epaidng of same. The period br all work shall b one (1) year ftom dab
of Owne/s acceptance of lnsblladon.
Submlt b tre Archibct sampls of all mabrials spedfred hemin for approwl PRIOR to in$alla'
ton. lnshlled matedals shall mabh approved samples.
Ddhan and Sbnaoe:
a. Deliver only arephble mffirials to tre sltE. Ibliver all mabdals In odginal boxe, cnates,
vlrappings, eb., cleady labetd with all perlinent infomalion to kiliffi checking atfte
site.
b. Shre trE mabrials d the slle ofi lhe grcund, and ln pmporly proucmd dry storage facilllic
SPECIFICAT1ONS
SECTION 09750 - Resllient Ftrlshes
General Consbudion and Flnishes
un0 ready for use. Damaged mabrials will not be accepbble and shall be removed fom
the site,
EXECUTI0N
3..1 InsoeclionandPrEparalion:
a, lmFcfion: Carefuly impect allsurfaces upon whlsh fte lwilient finishes, eb., are to be
applied. Notifftre GsneralConbacbrbrconeclion of any dehch in walls. Sbdng of tn
vuod< shall lmply accephnce by this Conbachr of the walls and a debctive wall wlll not be
onsider€d valid in wafuing ary porton of the waranty.
b. Prcpanfron: Resilient finbhes shal not be lald on uncurd or damp concrete. All concreb
surhces rcceMng mlllentfinisheshallbebEHbrdampnm priorto installdion. 'l'he
foltowing bstmayb rsed oraltemate merhds by$etile manuhurer rny be subst-
tuH.
3..2 lnshllaton:
a Inslall all t*ifient flortle, vlnyl bae and vinyl dge stips wherc irdicated on fp drap
ings, all ln acodanca urtttr printd specificatons of the nanufactupn of fte m#dals and
adhesives used.
b. Allfntshes usd shall be tom manufadtre/s siryle run. No mixing of runs wlll be
pmi[ed b frnbh IndMdual spaces.
c. All vinyl base b be cut on sfte h accomndab exlrtry electlcal oute6.
d. At a[ exposed dgm of tre tile such m dmuays ufieo baso is continuous, at all ofier-
wise unpo@ed edges of the floortlle, and as shoum on tr Dnawings, install requird
vinyledge sfiips.
Cleaning and WaxiE:
a. Soon afterlaylng ofresllientfinishes, wipeofiallsurpluscementand leave all surfacm
ctean. All rnork shall be tronughly clearcd at time of omplelion and agah at fie fmal
completon of the bullding and prlor to occupancy when dlmcbd by tn Architect
Damage Work All dam4d or defectve work musi b repM by new. All other m* wttich
bmes injured ln tre rcplacirg of trris vodt mwt b made by this Confactor. P#hed vork wil
notberepted.
Clean-Up
a. Glen up any uork soiled in tre perfomance of work under his Secton.
3..4
SPECIF|CAnONS
SECTION @750 - Rsillent Fmids
Genenal Gomfrudon and FrniBtms
tluring prcgrs of the rmdq kep te premis rccombly free of all debis and wasb
matedds r€sulthg from tre md( of thb Section. At tta end of emh da/s wod< ard upon
complglion, ard bebrefinalaccepbnce of tlewrk, omove allsttch debrls and rubbhhb
cenfal alea deslgn#d br gerBnal clean-up by tr General Confactor, or pmove fom
site ald dlEposs sf lsgally.
Upon completon and Hue final re&nce of the rvo*, remore all unused mabdds,
hls, ad quipment fom the slb.
.r.rf slD sEcnoN 09750 rr I r r
SPECIFICATIONS
SECTION 09800- Painl
General Consfucton and Finishes
I. SCOPEOFWORK
.|..1 Tha General Contactor ln accodance wih thE sFifications, Smton 007(X) - GENEML
CONDITIONS, shall fumish tre necwry labor and mabrial to finish where scheduled and
shown on the dradngs he palnt and wo* m spcifred henin'
1..2 The paint ft'sh uork shall include but is not llmibd to:
a. Hollovr mehl dmns and frames.
b. Shutters (both sides)wlttlnthe Lobby Lounge.
c. All ceilings and/or sofib urthln bathrooms, Gnand Stir, Sdety Deposit Room ad Lobby
Tenace Meefrng Room.
. d. Existing stucco finish wihln the Lobby Lounge.
e. Diftsergdlles wlnn noted.
f. Stair and guardrallbalusbrs and nnhil side sfringer d Grard Stairand Lobby Tenace
Hospihlity Deck.
g. Mscellaneous painbd anas - Review all Satons br pain0ng un* b be includd in hls
onbac.t-including, but not limlbd to, paint fnlshe assoclabd with FD drawings.
h. Elevabr Fnames b be elechtatcally painH.
l. Contractor must vedff existing palnted condltors prior to pumhase of paint h gqaranF
compalibilirty of palnt types.
2- MATERIALSANDMETTIODS
2..1 Mdedal used In fte e)Gcuton of tris work shall b new and the best gnde obbinable of heir
rcspativetype.
2-.2 All materials, surface preparation and applicaton shallbe in accordance dth the paint manufac'
trrerc standads and recommenddons. SurhcEs shallbe repaird h be flush wth adjacent
surfaces as nssary.
2..3 All finish coab shal bo fld, urclrrable enamEl unles ohenrbe spified.
2.A Paint seletrrons have been mde from spific color sysbms and paint nnnufacturen. Where
General Contsactor wishes b ue oher fian speclfied system, he shdl submit samples to the
Consultarlbr appoval in he bllowing formt
SPECIFICATIONS
SECTION 09800 - Paint
General Consfucton and Flnlshes
a. On 1T x lf hardhd, proyide tm samphs of emh cdo and matedal, witt btttule to
slmulate actud onditions. Resubmit each sample as rquested untl acceptable shen,
colol and bxfure ls achlevd.
b. On achralwd surhc6, provide two 4'x 8'sanples of each ndunal and sna-ned uood
finlsh as requlrd. Labeland identify each as b location and application.
2.,5 General Conbactor shall submit samples, actual palnt and/or chips b Consulbnt for verificaton
pdor to ffnal appllcafron.
2,6 Wood finish samples shall be submittsd b the Consulbnt for approval; 3 varia0ons: minimum
sEe 12 x 20'forappnval, pdorlo ffnal application.
2.:l All fnish matelials shall bo beabd witr flame-rebrdant procxs wlmre required by local code.
Should flarp rebrdant proess cause charge In cohr and eflbct on finish matedal, General
Contacbr shall not'fi tte Designer.
2..8 tbliver all mabrials b fre job sib in odglnal, new and unopened packages and conhinen
hadng manuhfure/s name and label, and the bllowlng lnformation:
a NumbrorfiSeof mabdal
b. Fed. Sp. numbor,lf appllcable
c. llanuhcnrc/s sbk number and date of manuhcfure
d. lvlanuhctrre/s nane
e. Contenb by volunE, br major p'tgment and vehicle onstituenb
f. Thinnlng insffuctorn
S. Appllcdionlnsftctots
tL Colorrnmeand number
2..9 Apply urater-base palnb only u,tEn lhe temprahrre of surfacs to be painted and the surounding
airtemperatures are between 50 degrws F and 90 degrew F unless otherwise permited by the
paint manufacMe/s pdnted insfuctons.
Apply solvent-trlnned plnb only whsn the bmperanre of surhces to bepainted and he
sunoundlng alrtemperdures are between 45 degrees F and 95 deglees F unls ohenrlse
permitted by the pinl manufacfirc/s plinbd inshntons.
O 3. DGcuTtoNANDtNsrAtl-ATloN
SPECIFICATIONS
SECTION 09800 - Paint
GEneral Constuction and FinishEs
3..1 INSPECTION
a Examlne he areas and condltora underwhich painling wo* is to be applied and remedy
any conditions detlmental to the proper ard timely completon of the uork. Do not prcmd
w,l$ tteworh untl unsatiskcbrycondl$ons have ben conected in a manneraccepbble to
fteAppli,cabr.
b. Sbrtng of painling wort will be mnstrued m the Applicab/s acceptance of fte surhces
and conditions wilhln any padculararea.
c. Ib not palnt owr dirt rus[ scale, gre6e, moisture, scttfrd surfaces, or condiliors ofier'
wtse detimenhl h tp brmdon of a durable painl fflm.
SURFACE PREPARATION
General: Perbrm prepardon and clening produm in stict accordance wih he paint
manuhcftner's In*ucdons ard as herein speclffd, breach subsfate condifion.
(1) Remow all hardware mcessdes, mffhlmd surfaces, plabs, lighting fitttrcs, and
shnllar lbrrs in place and not b b frnlstrpainted, or provlde surfac+applied
proHion pdorh suface prepration and palntng operatons. Remove, if
newry, br the complete painting of the ibms and adlacent surhces. Follow-
ing completon of painting of each spoe or atea, reinstall the removed items using
uo*men skllled in the ffies inwlved.
(2) Cleansufaceto hpainbd befureapplylng Fintorsurfaceheatnenh. Remove
o[ and gnre priorto mohanlcdcleaning. Program the cleaning and paftfug so
ftd conbmlnanb ftom 0re cleanlng process ttill not hll onh wgt, newly-painbd
surfues,
(3) Ib not apply palnt to exb{ng urallmvedng. Completely remove existing wallov-
edng and adhEsive. Repair any damage lo zubstab.
Cemerfftous tvlatedals:
(1) Prepre cemettous surhces of concreb, @ncmte block, cemenl plaster, drywall
and cement-asbebo board b be palnbd by emoving all efilorescence, chalk,
dust, dirt grease, oils, and by roughening as requited to remove glaze.
(2) tlebrmlne fie alkalnity and moisfure conbnt of tte surfaes b be palnbd by
performing appmpriate bsb. lf the surhces an found b be suffcbn0y alkaline b
cause bfisbftg and buming of fte frnlsh palnt, con€ct $is mndi0on befrlp
appflcation of palnt Do not palntsurfaces where te molsture mntent excds
hd permlfred ln the manuhchtn/s prlnbd dlrections.
Wood:
3..2
SPEClFICATIONS
SECTION 09800 - Wallmvedng
General Gonsfruc{ion and Flnish*
1. SCOPEOFWORK
1..1 The General Con@tor h accordance wttlr the specificalions Setion 00700 - GENEML
CONDflONS, shal frrmish tre necesary labor atd materials to install whele scheduld and
shovm on tp draaings the unllcovedngs as spsifid herein.
1..2 The unllcovering work shall [tclude but ls nol llmlbd b fte bllowing:
a. In$allalion of ownersupplied walloverings as scheduled.
b. Vedffcailon of suihble subSale forwalovedrg applicaton.
c. Renove allexlsfing unllcovedng. Patch unlls as requlred to recelve new unllcovedng ({lf
such unrk b be included in thb contat).
2. MATERIALS At{D METTIODS
2'1 Mabrials used In exmdon of this rrcrk shall be rrew and the best grade obtainable of their
rBpedivetyF.
2.2 All mabrial, surface pnpardot1 and appllcdon shallbe in accordance with tp wallcovedng
manuhcturefs shrdalds and recommEndation. Wall surhces shall be npaired to be flush ulth
adjacentsurhcs.
2..3 General Conracbrshallhke all memuremenb neoessary and pepare a schdule of quantfles
(yardage, rolls or quare feet) of emh mabdal specified. The sddule shall be premnled wifi
bld proposalio he Ornerfurpurch*lng. This chedule shallalso include any quantities b be
lnshlled under Sedion 06400 - Architectural Wmdwork.
2-.4 All wallcovering shall be provtded by the Owner.
2..5 Wallcovering dhestue shallb provided by 0ris conbact and shall be in accordance with
Wallcovering Mannhctule/s recommenda0ons. Pmvide mabdals which are mildew-rcslstant
and nonshining to tre mltowdng. Wallcovedng Adheive b be stipble $pe. Use Roman
#1 1605, Hammond, Indiana or qual.
2-.6 Allffnish mabriats shal b fieated wtth flame rebnlant prm where rquircd by loalode.
Should flame rehdant procasscause change tr color and efiect on frnlsh mdedal, Contactor
shall notfy the Consultant
2..7 Pdorb lnshlling any materhl, wallcoverirg coffiac'torshall check mderlal fordeMs, shadlng,
properseleclion and shallonfrm and vedfyeach maledalwi0r the Consulbnt
O 3. pccuroNANp tNsrAulnoN
SPECIFICATIONS
SECTION 09800 - Wallcovedry
Genenal Consffucton and Flnlshe
3..1 General Confracbr shall ptrh unlls as requird b mtrh adJacent wall finish ptior to installalion
of wallcovering. A[ walls to be frnlshed and prep@ as requind br smodt Inshlldon.
3.2 lt stnlt be ttre responsibifity of tre General Conbmbr to see thEt work is pppedy prepaed h
receive wallcorredng as speclfred. ll wort ls not propdy plepared, uallcovering mnFastor shall
nolityArchtlect pdorb pwding nth he u,orlc
3,.3 Ins{aller must examina fie alm and conditions under whhtt urallcot/edng is to be inshlled.
Notiff tre Ovlner 'n wriling of ondltons detimentsl b he proper and timely ompleton of fie
work. Do not pmceed wltr $e uot|t untl unsabHory conditons have been mnp# in a
manneracc€pbble b hs indaller.
3..4 Dlmenslons h the plans, spificdions and $e drarlngs are to be considered as appmximabs.
Contactor shall be rcqulnd b carefully check in fte field all dimensions and other condilions
afredng hls work. The Conffir shall be held obly rcspomible br poper inslallation of he
unllcovering in a[ aleas d*lgrded. Inexpedence or lack of skill on the patt of lhe Inshllers dms
nol plleve the Conbachr fom msponslbifity br fie pmper executon of the un* and otpr
requiremerG specifi d herein.
3.,5 Shre m&dals ln original undamaged package or conEines. Do nol sbrc any part of the
rvaltcoverirg in an uprlght psidon. Nblnhin tempafum in $orage ana above 'O dqrees F.
and not more lhan 65 dqrw F., fur at least 24 lnurs bebte Insbllalion.
3..6 PREPARATION
a. Remove the wallovering material fiom ib pmkaSlng and dbw to acclimatize to the area of
insblldion 24 hourc befuie appllcdon.
b. Generah The wallcorrerirg shall not be lnstalld whEn tB buildlng is excesively cold and
damp, or hot and dry. Temperature and humidlty condttons closely approximating te
intedor condifions wtrich exlsl wtren tln building is mrpid shall be malntalned before,
dwtg ard afui Insbllaton of unllovedng. Gypsum wall board shall be mmpleb and dry,
clean, smoob and sfirctunally sound, vdtriolnh nlnbrced, hpd ard bedded. ln genenl,
prcparaton of surhces shall be done In sict accordance with he manufactuie/s pdnH
insfttctons. Wallboard shal have ben prcviotsly sealed/primed'
c. lrlait and Screw Heads: Nlcla, gouges or other surface lmperfecfions shall be spted wttlt
Joint cement and satdd smoh.
d. Moisturc Cteck Bacldng shall be free from ercesstue molsfrre (lw than 4 %) per
manuhctrc/s sladad reaommenddions for irsbllation.
e. Pmtecton: Poporpreautionsshallbetakentoproteclallfnishedsurfacesoveror
4air$ which tre unllovering wo* must bo done. Any sblning, scrabhing, rnrkitg. eb.,
of surfaces frat ls erM by lack of poper gmudons and pmtclion shall be leroved
and/orcone#d at he otpense of he Contracbr.
SPECIFICATIONS
SECTION 09800 - Wallcovedng
Genenal Corsfructon and Finlshes
3..7 JOBCONDIflONS
a. Mainbin a consbnt minimum temperatne of 70 degrcc F., at areas of inshllation for at
least 48 houns bebre, durlng and tf8 hours afier fie application of matedals.
b. Are6 h recefue appllca$ons must have a reasonably conshnt bmpsrdllo of 70 d4res
F. meaurd atflmrlevel.
INSTAII.ATION
a. &neral Wallovering shallbe lnstalled at looatom where notd in ths Finish Schdulq
on the Drawings and as dehited in the manufacturefs prinH insbllation hstttctons, and
as speclfied below.
b. Examlnation of Waltovedrg matedals: Prlor b stut of applicaton, pattems and/or colots
and repeab ln deshn shall be examined. Pattem shall bE lined up, matched and/or
alomately eversed, depending upon colon and blfuie ln orderb obbln unibrm appar'
arce, rcsultng ln tre design Inbnded. Each roll of wallcovedng shall b chmked br wide
vadations in shades. Shades of similarvalues shallbs used on he sme tull.
ftior to ommencLg hrshlldion of te uaflcovedng, the Contsactor stnll conbr with he
wallovedng manuffiurer conceming tre met effclent and conect way of exudng tn
Insbtlaflon. IhE manuhctureds recommendatbns shallbe consideled bindlng atd final
unless othenvise detemined by tn Owner.
CommEncement of rmllovering inshllalion by tre Confrachr shall be an lndicaflon of his
mephnce of tre Erbsfiab and he wlll aubtrnfically assume fie responsibility fur any
unaccepbble finisM unrk caud by utbsffie conditon.
All uallcovering pathns and fabdc grain will match hotizonblly and be parfec0y level.
Place wallmwdng panels conseutvely in the order they are cut fiom olls, includlng filling
of spaces above or below openings as t4uired. Hang by eversing dtern# sblps except
on match pattems.
Apply adhehre h bmk of nallcovering and place ln accodance witt the manuhdlreds
insfiucflons. Inslall seams vertcally and plumb, and at least 6" away fom any comec
horizontal seams will not b parmifrpd. Place uallcovedng continuously over lntemal and
extemal comer. Orcrlap seams and doubleqt to assure fight closure. Roll, brush, or
use a boad knife to renpve air bubbtes, srdnklc, bllsba and other deftcb. In genelal,
only full wldh of tre unlhovedng shatl be appli,ed to afiain the most sdishctory applie
tion.
Remove s,rtbh plab, wall plffi, towel bars, graphie, and surhcemounbd frxtrres, atd
cgt unllcoyeling evgnly b t1g edges of 0re outet box or suppott Rehlstsll all fixtres a
fisbd above hllorlng the lnstallaton of lhe u*allcovedng using tadesmen skilled h the
e.
t
SPECIFICATIONS
SECTION 09800 - Wallcovering
@nenal Consfudion and Finishes
valious discipllnes.
l. Tlim salvages as rcqulred to assure color uniformity and pattem match at seams.
j. Remove exes adheive finistpd seams using unarm water and a clean sponge, and wip
dry.
k. Inshll wallcovedng wlh an intimab subsfrate bond, smooth clean, without wrinkles, gap
oroverlap.
l, lf mill flars trcdng tlre appoarance, color or hxture of the wallcovedng are discovered
dudng the Inshlldion, insbllers shall be requird b noti! the Gvner ai once. Cuts fmm
rolls nith such fauc shall not be installed wtthout the specific approval of the ovvner.
3..9 DEFECTMAPPUCATION .
a. The followlrg cribda nill be used to conslder defectve application and/or workmanshlp:
(1) L@senirg (21 Wdnkles (3) AirBubbls (4) Sagslng (0 SPfrns (6) Bul<lng
f4 Sealing (8) Seams nottigttt smmlh oreven
b. This conhac'tor shall be mponsible for all work perbining to wallcovedng, including
gmunds and illing.
c. All uo*, once accepted by thb Conhactor, becomes hls responsibillty to conrct if
impropsrly imblled.
d. Wallcovedng, due b faulty application and/orworkmanship, shall be replaced by the
Gontactor m approved by the Designer at no additional cost to the Owner.
3..10 CLEAN UP AND PROTECTION
a. During prqlw of fis work, remove from the site all discaded uallcovefing materials,
rubbish cans and rags d the end of each work day.
b. Upon mmpleton of uallcovering uork, chan window glm and other adjacent surfaces
rrsing carc not b damage or scratctt finlshed surfaces.
c. ProM work of otrer tads fun damage by wallcovering work Conect any damage by
cleaning, rcpairiry or rephcing. At the compleilon of work of oter fade, touch-up and
SPECIFICATIONS
SECTION 098ffi - Wallovedng
General Consfucton and Finishes
mtoe all damaged or defaed surfaces.
rr rri EilD sEcTloN 09800, * r "
SPECIF]CATIONS
SECTION 15000 - Equipment
General Consfuction and Finishes
1. SCOPEOFWORK
1..1 The GenenalConbactorin accordance with the spmtficdons, SECTION 00700 - GENERAL
COND|T|ONS, shall fumlsh the necessary labor and mdedals b provide the number and type of
equipment m shown on drawings and specified henin.
1..2 The erGnt of tre equlpment uork shall Include but is not limited to the following:
a Fumish and lnsbll refrlgenaton unit at Lobby Lounge bar as specified. Se cut sheb for
additonalinbmdon.
b. Coordlnab imhllaton wllh electical and mehanlcalwtions, 16200 and 15700 ttis
volume.
2. MATERIALSANDMET}IODS
2..1 All above rcftrenced equipmentb be supplld wtft Heners, tim pims, piping etc. As
requird fo r compleb inshllation.
2.2 N quipmenth be U.L appmved,
3. FGCI.ITION AND INSTAII.ATION
3..1 N equlpment to be irrblld per manuffi.rren' insfirctions ultth proper clearurces, ventldon,
eb.
3..2 General Conta6rb mrdinate alleldicaland Mechanlcal rcquiremenb to tte above
sp*ified equiprnent ltwlllbe the responsiblligof he General Contractorto provide proper
seMoe to all equlpmenl
3..3 Ploteot all equlpment from damage prior lo installation. Any damage to ftnishe as determined by
tte hotel vdill result in rejection of the fixtures.
3..4 Followlng subslantialcompletion of the projed allequipmentwill be lefi in a clean condilion, ftee
of du$, inshllalion labels and ready for operaton.
r r. r r END sEcTloN 15000 r r r* r
SPECIFICATIONS
SECTION 15010 - Mechanical
General Consffudon and Finishes
1.SCOPEOFWORK
1..1 The General Conbactor h acordance wi0r the speclfications, SECTION 00700 - GENEMT
CONDITIONS, shall fumish tre necssary labor and matedals to fumish and install the required
number of plumbing frxtures as showtt on he drawings and specified herein.
'1..2 The meohanical wott shall include but is not limited b the bllowing:
a. Dlsconnect exMng bath lamtory includlng fauceb and hardware in public resfooms as
noted on plans and sPedffd herein.
b. Rernove bitetfxlre as requircd in phns b accommodate new ADA compliant sail
onftgurdions. Er&nd plplng a required. Inshll all new wax rings before reinshllation of
blleb. lnsbll new ADA complianl toilet fixtures as speified.
c. Fumish and irsbfl nev, lavatodes and rpnfauceh as noted on drawings and specifted
henin. Modify e)dstit€ plumbing seMo a rquild b accept new fxture,
MATERIALSAND METTIODS
2..1 Flll in plumblng fr:tbns.
Suppty plplng a newry b hp existng seMce. All mabrials to be compatible with exMng
piping mderials. Supply allfttings, couplings, etc. to complete installation. lf necssary pmMde
mabdals b extend plumbing dlaln at tollel
Cold and hot rnbr supply lneo shalt be a minimum of 12' diameter.
Drain fines shall b a minftnum of 1 1/2'diameter.
PGCUTION AND INSTALI.ATION
Examine the substuates and supporting sfucture and he condilions under which tre work
spified in tre secton is to be inslalled and remedy condilions detrimental to the work. tb not
procd ut[r 0re lnsbllation untlunsatisfadory condllions have been conected,
Allwork underhb setion shafi adhere b govemlng mechanical and plumbing codes and
lndusty standads.
Inshllation of sink units and fauceb and reinsbllation of exisfng shall be according to tn
manufacbre/s spcificdiors and/or Industry standards and codes, which evet is more stingent
Povlde a[ onnections b e{stng systems as requlnd.
2.2
2..3
2..4
3..1
SPECIFICATIONS
SECTION 15010 - [{ehanical
Genenal Corctudon atd Finish*
3.3
3..9
3..5
3..6
3..7
3..10
3..11
3..12
A[ dnalmge plplng $a[ begh,Bn ful sffic pr6ue brt
HarBen Srall be of rcd and dng or clevis type.
Thoroughly clan ad H atlnEwdomestic urdersupply piping in acmrdance wflh de
requinmenb befuie clrculdng domestc wderthough the new pipe. Pressure H allnew
plping at 150% of operdng pessue.
All cold and hot water plplng shall b Insulted tttth 1' fbrglass insulation'
Fumlsh allhde ad sleevee br lnstallaton of plumblng wotk. All sleves and hole penetatng
tmugh frmrs shall bs caulking wdrcflight.
Foltouing insbldion of tre wrk spoified hereln, the @neral Contmior shall ptch allwall
and\orshb sur&ces b n6h eldsdng.
Whete fifir€s a|E to b€ l€|tnot ed, emove plplry ard cap bhind pint where not visible and not
inconffiwi$ nenomfrudon.
Goodinab lemoml ad etrsblldon of bilet fttrrE uttr inshllation of matble Tib floor - See
Hion (F600 - MafilE ad Sbne.
r.r.. END SECTION 15010.....
SPECIFICATIONS
sEcTtoN 16010 - EI.ECTRICAL
&neral Constudion and Finishes
1. SCOPEOFWORK
1..1 The @neral Contactor ln accordance with tre specifications, SECTION 00700 - GENEMT
CONDITIONS, shall fumlsh tre necessary labor and materials to fumish and insEll$E electlcal
wotlt shovm on lhe drawlngs and speclfied herein,
1..2 The ElmticalWork shdl Include but is not limited b the tullowing:
a. Fumlsh and inshlla[ ftdrrcs as designabd on fre drarings and speciFations. Remove
existing ceillng ftturw as rquled. Povide allnmary circuiting.
b. Fumish and lrsd new duplex and/or quad oufleB as Indicabd on drawings and spcified
henin.
c. Inshll addilional or plocate exlsdng televislon rmphcles as noted on plans and spoifred
hepln.
d. Inshtl addi[onalteleptrone jacla c rmied on plans and specifid herein.
e. Remove ard reinstall all smokedetecbrsfollowing insiallation of wallcovering.
f. Fumish and install new exl slgns as specified in the locations indicated.
g. Reroub/reloo#/supplernent wltr new all edsfing widng as rquitd d $e Front lbsk and
Gret SeMces tbk b senice equlpment ln new locatons. Consult FD Drawirgs for
additonal lnbrmdion.
2, W
2..1 Fumish and inslallaltftfines specified dfire end of ftis secton and as nobd on drawings. Ss
spEciff calions his seton.
2..2 Supply allappropriate lamps b mmplete insbllaton of fixtures as spified. Allfluorescent
lampsio bewarmWhite.
2..3 Sbndard DuptEx ouUet Levibn Duplex rcepbcle No. 5325. or equalto mabh existing. Ground
Fault rccephle to be No. 659&1, Coverplab color b b dark brown.
2-A Sbrdard Fourplex Coverpl#: Leviton fourplex coveplate No.8M09. Coverplab colorb be
dark brovm.
2..5 Telephone recepbcle b be Duplex R.t-l14 jak whele noted on draruings. Boh jacks b be
wlrcd. Coveplale colorb be dark brovm.
SPECIFICATIONS
sEcTtoN 16010 - EIECTRICAL
General Consfuclhn and Finlshes
2,6 Conduft shall b ftinunll (EMT). Conduib shall be supporbd from buildlng stuc'ture by beams of
approved onduit hangen or clamps. Mnlmum mnduit size shal be 314'.
2..7 Juncton boxes in ceiling and unll locatons nobd on drawings shall be galvanized.
2..8 Color of new remptacle and fnlsh and design of new face plates shall match eisting.
2..9 In general, all wte for use ln lnterior dry locations shall consist of type THHN thermodaslic 600
volt insuHed shanded copper conductons. No wire srnller $an No. 12 shall be used for lighling
or power wiring.
3, EXECIMONANDINSTATUTION
3..1 Remove exlstng lghtfrxturcs when noted ad dlspse of oftite. Loelions as notd on
drawings.
3..2 Examine trE suMes atd supporftg sfucfure and tte conditions under which lh uotk
spelfied in thls sedion b b be insblbd and emedy condldons debimenbl to the uo& Do not
proceed wl$ he lnstallalion wrfl urMisftcbry mndltions have been conecbd.
3..3 fhe @neral Conbacbr under Sslion 09250 - Gypsum Dry,wall, after inshllaton of light fixtures
and oute'b, shatl patch b mabh adjacent fnbhe, as n@e6sary prior to ftnal installaton of
coverplales, finish tittt, lighttim, ligtttdifuses, etc.
3..4 All widng, including elctical, except under carpet cable lf permtM, blephone and T.V. cable,
must be run trrough condral as specind. Gomlallmnduit - coodinate with Scton 06200
Carpenfy and Seclion 09250 Gypsum Drywall.
3..5 All labr and mabdals b b In mcordance wi8r he provlsions of the Ci$ of Vail - Electical Code
m curen0y ln force.
. " *' END SECTION 16010 r r r r r
SPECIFICATIONS
SECTION 17000 - Salvage
General Consffi&ton and Finlshes
1. SCOPEOFWORK
1..1 lhe Salvager in accordance wih the spificaiions, SECTION 00700 - GENERAL CONDITIONS,
shall fumish the neessary labor and equiprrnt to perfom the requiremenb of tte wo*
spcified hereLr. Allconditons witlrln SECTION 00700 - GENEML CONDITIONS applicable
s@ffcally b tre GeneralConfactor ibm 4.0 through item 21.0 inclusive, shall apply to Se
Salvagerasunll.
1..2 The qtent of trE salvaglng urc* shall include but is not limited to the following:
a. Removal and disposal of, off $e premises, all carpet, edge tim, bck stip and pad.
b. Removaland disposalof, ofislb, alldrapery matedals and track.
c. Removal and dbpl of, ofite prcmises, the foflowing tumishings:
PER HOTEL PREPARED LIST
2, DGCUTIONOFWORK
O 2..1 Carpat, pad, hck sip and mebls shall be tully removed. Glued surfrcs shall bo scraped so
ttrd floor surhce ls suitable for installation of new carpt and pad,
2..2 Allfumlshfurgs, dachd unll cleab and fasbrBrc shall be removd wih reasonable caution as to
prevent damaga b wall sufiace.
2..3 lt is tre rwpnsibilif of tre &lvager to coordinate removal of matedals ofi prcmises with the
Hoteland tB General Gontactor. PoceduralouUine and generaldemolition schedules shallbe
submited to the Hoteland he GenEralConfactor. No stonage on site will ba permitled.
r... r END SECTION 17000 r * " *
SPECIFICATIONS
SECTION 18000 - Fumlshing Goodlnaton
General Comtucton and Finlshes
1. SCOPEOFWORK
1..1 The Genenal Confactor in accordance $rih the spsificatiorn, SECTION 00700 - GENERAL
GONDITIONS, shallfrmish he necessary labor and matedals to perbrm the requiremenb of the
uoftspecined hereln.
1..2 The extent of Fumishing Gmdinaffon and Insbllaflon shall include but is not limited lo recoMng
and installation of FF & E goods a folloun:
a Phcement of tee Snding funibre/lamp according to plan.
b. Boltdown hmps.
c. Artwo*bbeatklldbuallbycleat
d. Mrots to be athcH b wallbycleat
e. Insbillaton of mountng bnackets for all radlos and blevlsions.
1.,3 Inshllaton of uolk b be done by ohem, ln coordination with Fumit:re Coordinahr:
a Carpet
b. Drapery
c. Salvaging
d. Televisiots/Radlos
e, Any otnr suhonffirs lncluding but not limited b:
(1) Carpenbn
(2) Painbts
(3) Wallcoverhg Inshllers
(4) Elmtlclans
(0 tulechanM Confacffis
1..4 FumitunCordinalortoproddehefonowirg:
a. Adequate warehomiq forovmer supplied furnishings and bansporhtion of fumishings to
SPECIFICATIONS
SECTION 18000 - Fumishing Coordinaton
General Consfrucdon and Finishes
Job sib.
b. Daily reelvlng rcporb of dellvedes wth delivery tickeb and packing slips athched.
c. Competentsupewisonfamilarwitr hobllnstallationsand operations.
d. Ihlrrery sclrcdules and progress chatb of the insbllation to be submified in bar chad form,
e. Tnash rcmoval fom working areas on a daily basis.
f. Flling/bllo*upoffielghtclahns,
g. Scheduling of FF & E worlr by othen as descdbed in iiem 1.4. Coodination with alloher
conshrclion bade.
h. Expedilingofall nerchandiseas perspecificationsand purchaseorders.
l. Fumlture lnshllerto no* in ofihous and evenlgs as lquired by the job schalule.
1..5 Owner/Oponabrwlllpovldethefollowing:
a. Ofice space close lo tn loading dock for the dunation of lhe project
b. Telephone sarulce brcontactiry supplien.
c. Ah conditoning, heat and elwticlty as needed dudng the installation, including office
spacs.
d. Trash dumpsbr In an accesible locaton fur FF & E tash removal.
e. Use of a copy machlne for the dupllcaton of receMng reporb and packing slips'
f. Adequate verdcal tsamportation from gmurd level of pro!*t to various floors or levels
where FF & E work shalltrake place, including openator, if required.
g. Adequab secudty dudng the pdd of installaton.
1..6 FF & E labor shdl omdy wih all local ard stab union codee and local conditions.
1..7 TimeFrame bbdetemirndbyNewSerue,lnc.
1..8 Conffi Allvetba| 4reemenb shallbe null and void afiecting the contact ptice and conditions.
r r I r r END sEcTloN l8m0:' r. r o
VOLUME III
FI)|IURE DETAILS (FD) and ARCHITECTUML DETAILS (AD) DRAWINGS
for
Lobby and Conesponding Public Areas
*tat
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
****
May 13,1996 'u#"^'%]
lHf of Vlil
1440 North Davton street, $jlf'$"l1TllilrT rL 00022 -(31'z).4'?{QofF$E COPY
30400 Telegraph, Su'rte 307 - Bingham Farms, M148025 - (810) 647-9690
o
o
o
FD Drarings
AD Drawings
voLuME ill
HXruRE DETAILS (FD) At{D ARCHITECTURAL DETAILS OD) DRAWINGS
lndex Sheet
Fixhrc Debils
lndex Sheet
ArchitectfialDehils
vArL cAscADE HOTELAND CLUB - MILLWoRK (FD-DETAIL) INDEX
FD1 Moulding Details FD-Z Mouldlng Details FD3 Typical Section al Cove tvloulding FD4 Typical Section at Cove Moulding FD-5 TypicalBase Moulding Section Ft!6 Nortlr Elevation at Regisffiion Lobby Seating Area - Looking Toward Registaiion Desk
FD-7 Plan Detail at Arch at Rqistzlion Lobby Seating Area FD{ Side Elevation atArch at Regishation Lobby Seating Area FIlg Side Elevaton/Secton at Arch al Regisfalion Lobby Seating Area
FD10A West Elevation at Regisbation Lobby $eating Area - Base Cabinet and Shelves
FD10B Plan Setion at Cabinet FD10C Plan Section Through Cabinet
FD-10D TypicalCabinet Door FD10E Section at Cablnet
FD-10F Detail at Countertop
FD-10G Detailat Door .FD11 East Elevation at Registalion Lobby Seating Area - Enfy to Lobby Tenace Room
FD'12 Section at Door - Veslibule in Registation Lobby Seating Area FD-13 Elevation of Stile and Rail Door FD-14 Section at Door FD-15 DoorDetail
FD-16A Plan DetailThrough Posl and Shelving Units FD16B Plan Swtion Through Pmt at Stair and Enby to Lobby Tenace Room
FD-17 Elevalion at Post at Base Gabinet and Shelves F[I18A Section atTop of Shelving Unit FD18B Secton atSoffit FD-19 Section at Base of SheMng Unit FD-20 Crown DetailSection at9'-5" Conidor FD-21 SideElevationatFireplace/ConidorArch FD-?2l. Smtlonat0onidorArch FD.22A Secton at Fireplace Sofft FD23 Section at ConidorArch Header FD-24 Elevation at Reg'tstation Desk FD-25 Elevation Behind Regisffiion Desk
FD-26A Secton at Regisbation Celling
FD-268 Section at Rqisbation Dek
FD-27 Plan Smfion at Upholstered Panels FD-28 Open FD29 SectionatlloorHeader FD30 Cofier Detail at Conidor Niche
FD-31 Open FD-32 Beam Secdon DetailatFrontEnfiy Lobby
FD-33 Beam Section DetailatRegisHion Lobby Sealing Area
Ft!34
FD35
FT}36
FD37
FD38
FD39
Vestibule Plan Detail
Vestibule Enfance Elemtion
Entane Details
Entance Details
Entance Details
ExteriorColumn &tail
Elevation of Conidor at Rehil Space
Plan Detail at Conidor Display Case
Plan at Back Bar
Elevalion at Back Bar
Plan Section at Back Bar Post
Section at Shelvs at Back Bar
Detail at Stone Pediment
Secton at Back Bar Header
Elevalion at Retaumnt Enty
Section at Log Storage Arca Soffit
Section at Log Storage Sofit
Smtion at Fircplace Cmwn Molding (Lobby Side)
Secton at Fireplace Crown Molding (Lobby Lounge Side)
Elevalion at Lobby Window Seab
Section at Bench
Plan and Elevation at Lavatodes
Section at Lavatory Bme
Detail at Lavatory
Detall at Lavatory
Elevation and Secfion atPhone
Plan at Stone Panel
Section at Counter
Section at Phone
Detail Seclion at Counter A Telephone
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Registration Desk - undersepanate cover- See Architechral Drawings
Section at RegisHion D*k
Secton at Reglsffation Desk
Section at Regisbation Dek
Section at Regishation Desk
Seclion at Reglshation Desk
Sslion at Reglshation Desk
Secton at Regisffion Dck
Plan Sectlon at Regishton Post
Section at Regishalion Desk Top
Guest Senices Dek - under sepatate mver - Se ffchitectural Drawings
Plan at Guest Services Pmt
Secton atGuestSeruices
Section at Guest Servlcs
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FD43
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asR:mLz /
cc: Frank Freyer - W
Trnacenbe,Suire200 Phil EarriS - GEJCC
llm Sbut SEeet
Ihnver, Coloratlo&204 8s-lllr/GA
(3$) 6237031
Architecture
Plannhg
Iandscape Anhiccue
Inl€dor Arhtt€ctm
)c Seracuse Lawler Wong Shauch
fd B. Ro$e[, AIA" CSI
08 Novenber L988
Mr. Gary Murain Vail Building Oepartment
75 South Frontage Road Vaill Colorado 81657
RE; Westin - ValL
Terrace Wing
Dear Mr. Murrain:
Please let this letter serve as confirmatlon of
our telephone conversation today, in which a 2L-L/zn w. x 27-L/24 E. fire-rated attic acceas hatch
was considered acceptabl-e in lieu of the IIBC
minimum of 22n W. x 30n E.
Thank you for you consideration in thie matter.
Sincerelyt
Seracuse Lawler lrlong Strauch a Professional Corporation
edLE.4wt'4
- rnlftsrrrrnl o
IATES VAIL ASSOC , l!fc. I P.0. Box 7 / YAIL,
o
C()LORADO 81658
PRNEGT: Qoroeo.J PeX- &hlw+l,g Ce*$l-;>
fo,^rrJ or t/*-'.,-.?f, Fes.s*a,s€ ?.-oArc)
rJn.Lr Corod*oo Etto*
ATTII: UL- qnh M u p+.+rA
TMIISIIIT:($. herewith ( ) ln accordance
FOR YOUR:( ) approval ()revleu&cornent
(){use
THE FOLLOIIII{G:( ) Drawings ( ) Specifications ( ) Ghange 0rder
rith your request
( ) under separate cover vla
COIITRACT IIO.:
REFEREI{CE ll0: t -? 2
Samples
Prduct Literature
TO:
DATEzfu-rob€? s:r t{a 8
If enclosunes are not as noted,
please lnform us inmediately.
If checked belor, please:
( ) Acknorledge recelpt of
encl osures,( ) Return enclosures to us.
Shop
Shop
()
t1
()
()
(!q
distributlon to parties
record
(\lnfomatlon
Drawi ng
Drawing
Prl nts
Reproductions,
<<'rere<)ATsr.\
COPIES DATE RtY. ilU.DESGRIPTIOII AGTION
CODE
t 16-€-A6 f,er t> o 6s e,@l Nr a rJ?ee" eq
)*re@ 4-z-t-sB
ACTIOII
REI.IARKS
A.
B.
c.
Actlon lndlcated on ltem
ilo actlon requlred
For slgnature and return
transnltted
to thls offlce
D.
E.
For slgnature and fomardlng as
as noted belor under REl.lARfS
See REMRKS belor
encl osures )()
()
()(l
()
COPIES TO:(with
BY: S,-..F- >. d*'-.D-;J*
^ INDEPENDENT TESTING &I nsRecuon servrces rnc. O
coNIFER. COLOFADO 80433
1303) 674-7560
FIETJI OBSERYATIOII REPORT
CLIE!|T: VAi] t Assoclates IUTTE: g_Zt-Bg
PR0JECT: Golden peak children's center at0B f{0. 092l8g PAGE r 0F I
L0CATIOI|: Valt, Colorado pREpARED By: David L. Sturgeon
TYPE 0F Ep0Rlt [DT_ sH0P IflsPEcTI0il FIELD IilsPEcTIffi x.
.
OTHIR
,Vtru.l . _
This repo-rt addresses Visual Inspections conducted on the erectlon and fabrication welding of the structural 'steel frame.
}{ith regard to the fabrication welding, no conditions of non-conformance were noted.
}Jith regard- to the field erecilon, a few of the stairway bolted connectlons werefound untensioned. Howevern the stairways, at the tinre o't ttresJinspections,were not completed.
Direct lndicating b-olts were used on all main frame structural connections.No conditions of non-c-onformance were noted,
The field telding associ.qte{ wl-t!r- assembly of the steel frame was inspected at many locations throughout the building with -no conditions of non-conformance noted.
Generally speaking, the workmanship employed by the Erector and Fabrtcator complies to standard prictlces.
The results of thes.e inspectlons were reviewed wlth Mr. Rodger Hashburn of Hyder Construction prior to rny departure.
A smal'l .portion of work remalns on the stairways, as prevJously mentioned.Rodger indicated that he would call ITIS for the neit ina finai 1nlf""lton.
DISTRIBuTI0NS: Vail a nisociates Ilq_:. Attnr ttr.,,tackltnn- i
Snowdon & Hopkins Architects - Attn: mi. erOg Snbwdon Hyder Construction Inc. - Attn: Mr. Tom Mclalan ilohnson-Voiland-Archuleta Inc. - Attn: Irtr. T6rn Soell Koechlein consulting Engineers - Attn: Mr. h|l'l'liam Koechlein
i':'l'l'" ' ' ''
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"
r'l: '.,.'i:i-' i., I
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i,rili.,,-rri'i l' ,'''',1i ;l i. i ': i;i
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CTC-GEOTEil<
ENGINEERING TE,STNG
'NSPECTION
June 22, l9EE
70t03e
Vail VEnerrrs, Ltrl.
1fr)0 South Froatage Raod Vesr
Ys.il, Colorado t1657
Attention: Mr, Fm,nk Freyer
RE: Terrase EinslPlnra l/Vesri! Eolsl - Pha,s II
Genilenesl
Enclosed, please find the report for the professional vor& Berformed on June 16, lgSS ai
tbe above refer€aced location.
If,you have aly questions, please do oothesitate to sdl.
Respectfu[y subni$ed,
crc-monr,rucmponerp
Priacipal
RRro
eac:
GX. Johnson Constnrction &.
SLP Architscts
JUN 2 ? 1$8
ll tl ll tl tt
r -!wrE- r5r57B7T
I
I Nrc se(s/s7l -17-\7
c Seracuse Lawler Wong Shauch
08 November 1988
Mr. Gary Uurrain Vail Building Department
75 South Frontage Road Vail, Colorado 8I557
RE: Westin - VaiL
Terrace Wing
Dear Mr. Murrain:
Please let this letter serve as confirmation of
our telephone conversation today, in which a 21-
L,/2" w. x 27-l/2" H. fire-rated attic access hatch
was considered acceptable in lieu of the UBC
minimum of 22" W. x 30u H.
Thank you for you consideration in this matter.
Sincerely,
Seracuse Lawler Wong Strauch a Professional Corporation
eatr- E 4uoar-L(
Arcl B. Russ€ll, AIA, CSI
Axel B. Russell, AIA Principal
ABR:mlz /
cc: Frank Freyer - W
Tenacentre, Suite 200 Phil IIarriS - GEJCC
1100 Stout Street
Denver, Colorado 80204 85-111/GA
pm)6a-7031
Architecture
Planning
Landscape tuchitecture
lntedor Architecture
- rnllsnrrrn-o
ATES,It{c. / P.0. Box 7 / VAIL, C0L0RAD0 91658 LETTER YAIL ASSOCI
PR0JECT: Soroe,-J ?r,ftL_ CA-,toez,l,5 Czj)ee__
'T5,rd oF t/*-.-
-?.<- 2o'r*3< ?o+o
UAnL) C-oro&Aroo Etto{T
TE TRAIISI{IT:([ herewittr ( )( ) in accordance tlth your
FOR YOUR:
COI{TRACT IIO.:
REFEREI{CE t{0: r12
TO:
DATEzfu-:robe" {t taa Y
If enclosures are not as noted,
please inform us irmediately.
If checked below, please:
( ) Acknowledge receipt of
encl osu res .( ) Return enclosures to us.
ATTII: ML. Canc-. r..-l,r ea,4rJ r(
) approval
) review & comnent
Iuse
THE FOLLOTIII{G:( ) Drawings ( ) Specificat'ions ( ) Change Order
under separate cover via
request
(
()
(rc ()
()
()
od.
djstrjbution to parties
record
|{i nformation
Shop Drawing Prints )
)
Sampl es
Product Literature Shop Drawing Reproductions,freto D4=a-J*rrsr\
COPIES DAIE REY. ilo.DESCRIPIIOT{ACTION
CODE
t 16-€-86 f1e.r c> o 6= eP,J kr a iQz7" c4
d-xr.E, q. - -zr - gB,
ACTrotl
REI,IARKS
D. For
as E. See
A.
B.
c.
Actlon indlcated on item
llo action required
For signature and return
transmitted
to th'ls office
signature and fowarding as
noted below under REIiARKS
REMRKS below
enc I osu res )()
()
()
()
()
COPIES TO:(with
BY: rro-.-L 5. 'd**;>;J'-
INDEPENDENT TESTINC &I nsnecrJP#,:.uJs:Es rNc' o
coNrFER, COLOR^DO 80433
1303) 6 74.7 5ti0
FIELD OBSERYATIOI{
CLIEJ{T: Vai'l & Associ ates
PROJECT: Golden peak Children,s Center
L0CATI0I{: Vail, Colorado
TYPE 0F REP0RT: ltDT SH0p Ir{SpECTI0l{
DISTRIBUTI0NS: Vail & Associates Inc. - Attn:
Snowdon & Hopkins Architects -
Hyder Construction Inc. - Attn:
Johnson-Voi I and-Archul eta Inc.
Koechlein Consu'l ting Engineers
REPORT
DATE: 9-21-88
JoB r{0. 092188 PACE 1 0F 1
PREPARED BY: David L. Sturgeon
FIELD IIISPECTIOII X OTHER Vi sua.I
Mr. Rodger l,lashburn
previously mentioned.final inspection.
l'lr. Jack Hunn Attn: Mr. Greg Snowdon
Mr. Tom l4cLagan - Attn: Mr. Tom Soell - Attn: Mr. lJi I I i arn Koechl ei n
. Thi.s repo-rt addr,esses Visual Inspections conducted on the erection and fabrication welding of the structural steel frame.
l'li.th. regard to the fabrication welding, no conditions of non-confonnance were noted.
-l'lith regard to the.field erection, a few of the stairway bolted connections werefound untensioned. However, the stairways, at the time of tnese inipeitionl,were not completed.
Direct indicating bolts were used on al1 main frarne structural connections,No conditions of non-cbnformance were noted.
The field welding assocjated with assembly of the steel frame was inspected at many locations throughout the building with no conditioni of non-conformance-noted.
-.Generally speaking, the workmanship employed by the Erector and Fabricator complies to standard practices.
The results of these inspections were reviewed with of Hyder Construction prior to my departure.
A.sma.ll portion of work remains on the stairways, as Rodger indicated that he would call ITIS for the nexi ina
e4
A,,,NG
CTC-GEOTE'<
ENGINEERING IESI/A/G INSPECTION
Juoe 22, l98E
70303e
Vail Ventlres, Ltd,
1000 Sourh Fronrage Raod Yosr
Vail, Colorado S1657
Atbention: Mr. Frank Freyer
RE: Terracg YinglPlaza I/Yeslia Hotet - Phase II
Gestlemen:
F.nclosed, please find tbe reporr for the professional vort performed on June 16, lgss ai
tbe above referenced location.
Ifiyou have any questions, please do not hesitate to call.
Respectfully zubmitted,
CTC-CEUIEK, INCORPORA1ED
Priocipal
RR:rn
eac:
cc:G.E. Johasoa Construclios Co.
SLP Architects
JUN 2 ? 1988
ffiirmTilREg LTD
tts s' Ithdo O Drm.', @ S223 a 3O3€9&1OSO
FIELD OBSEIYATIOT IEPOIT
PTOJECI ilAilE: Vestin Hotel In Vail Cslorado
PIOJECI IlO.: 70t039
IIATE: June 16,1988
PAGE I
rEcf,xrcrAil Hfitr ovEtrlilE
JLn Acri 6,0
ftPE OF If,SPGCIIOil: Yisual Insoection
COilTTACTED EITIA SEIYICES SEI?TCEIS
Visually inspected meul deck velds on roof east and south ends. Areas requiriag rework
vere marked and shovn &0 the iron vorker.
Added plares verc being added to the regairs ar N-32. Yelding vas visualty accoprable,
Inspacted bar joisivelds previously marked for additional velds at roof level easta.nd soulh
sides. All velding has been completed and found acceptable.
Added bea.m supports at Y2:,1 oa the south side and north side, and Y22.6 on fhe south and
north side havs been added. The velding vas visually acceptable.
Tover at rpof level has been cu! down to peak elevation, but the legs were only tack velded.
finish velding vill be iospected during the nert onsite iaspec[ion,
o
EB RAS1G TESTING RPORATION
o
co
NEPORT OF
TILTRASONIC TESTTNG OP WEI,DS
lfeld ldent.I f lcat,lon:
llabe r lal. thlcknege I
Iteld Jolnt jlws:
lleldlng proceas:
Quallby requl rerenEa,
secblon No.:
Rerla r fa :
4453 South 67th Strcct
PO Box 8075 Elmwood Stetlon
Om8hr, Nebralk! 6Bt0€'00Zs
Phonc to2/3111..,4511
CIlenE: Xiduest Steel Conpanv
ProJeet,/
LocaE lon :
NTC No. :
Weston Hotel Vail Colorado
Teat Dahe: Aoril 28. 1988
Truss AG2
1/8tt F, l l2tt
BU4a-GF & BU5-GF
o o
E t c E o 3
c o
!! o'
E;ca
l{e, bhe uDderslgned, certlfy bhab. t,he sLaL,ernenb,s ln thle record are correct and thab the uelds lre re Prepared and tesbed ln accordance wlth b,he requl renelll:s of 6C of AHs
lranufacburer,/ Dl'l ( 1986 )' structural weldlng code'
Contractor: Midwest St,ee.l Companv
Aubborlzed by:
Inspected by:
N$C 59(5,/S7)
Ton Tiedgen
Steven D. Ruhl, NDT Level II
o
EB RASlfi TESTING RPORATION
t
co
REPORT OT
ULTRASONIC TESTING OF T.ELDS
Midwest Steel Company
21453 South 67th Street
PO Box 8075 Elmwood Stadon
Omaha, Nebrarks 681@{075
Phon. 402/St'l.0453
Cl lenb :
P r o jecL,/
Locat,I on :
Nrc NO. :
Weston HoEel, Vail Colorado
88-6230-I43,R- l8 24 Teat ltate: April 28, 1988
lfeld ldenbl fleablon:
[aEerlal h,hlcknesg:
lleld Jolnb JrflS:
lleldlng process !
QuaI Ib.y requI reuenhs,
Seet.I on Ho. :
Rena r k9 :
BU4a-CF & BU5-CF
Truss AGI
7t8" &
c!!Aw
o o t f E
6 3
E'l$*lEtlE'e IFcE I Ei
l{e, bhe uttderslgned, cerb,lf y Lhat t,he aLah.enents ln b.hle record are correct and t.haL.bhe vrelds rrere prepared and hested ln accordance wlth hhe requlremerrh,s of 6C of AI,,S Df.I (1986 ), sbrucbural l{eldlng Code.
llanuEactu re rrl
Conbracbor: Mid\rest Steel Cornpany
Ituthorlzed by:
Incpecbed by:
NTc s9 15/87)
Torn Tiedgen
Steven D. Ruhl, NDT Level II
NEBRASIG TESTING
o
co RPORATION
NEPOXT OF
ULTSASONIC TESTING QT IELDS
i1453 South 67th Stroei
PO Box 6075 Elmwood Statlon
Omaha, Nebraska 68100{075
Phone 402/3i114453
clIenE:
P ro ject,/
Locab I on :
NlE NO. :
Weston Hot.el, VaiL Colorado
S teeL
Test DaL€: April 28, 1988
Held ldenb I flcablon:
lta te rla,l thlcknesg:
llel d Joint twS:
llel.d I ng procrlse :
Qual lLy requl renenhs,
SecE,I on llo. :
Rena r ks :
GMAW
R
Rpatn Spl i ccc
o
E
c
E
3
u'l5'lEclE,l-"e
g IIEE
Irre, Llle uutlerslgned, cerLlfy Lhat:
bhe n€lds uere prepared and besb,ed
Dr .l 0986
6[:ai:emenLs ln t:hls record are coErect and Lhat:
accordance rrlLh the requiremerrl:s of 6C of AtfS
SbrucLural llelding Code.
hbe
In
t,
llanufactu re r,/
Conb racLor :
AuL,horlzed by:
fnspect€d lry:
Nrc 59(5,/87)
ENG/NEER/NG
*rl h
?^*,t'6r^*4"A CTC-GEOTE'<
IESI/NG INSPECTION
May2E,l$E
VailVenrures, L&1.
1000 S Froatcge Road Test
Vail,Colorado El6J7
Attn: Mr. FraolFreyer
Gentlenen:
Enclosed please lind tho regorts for the profesrional vort porforned at lhe absvc
mertioaed iob sito fron Mq 2X, l96E through May 2E, l9SS. -
Ifyou have aoy questions, ploass do sothesitate to contactthe uldersigled.
Resgcctfully submittod,
CTGGHIIET, INCORFORATID
Priocipal
Rtd[:rn g!c,
cc: SlJArchitscts
G.E.$bnsoa
3,gfi$<
155 SO1.JTH NAVAJO DEi'.I\i EF COLOFADO 80223 303 698 1050
tf'sI ilrvrp a Donnr, co Eoa2s I go3€g&to6o
NB.D Oltf,TYAflOT TFOIT
tlo$Cf lArc fr*ir f,obl Plu II . }|OFCI to.: ?llftf
DAI& Irtt{, lttt
'AG8-L
tilIAIGTT OYETIIE GOTIIACTED EINA llcmlcral tourl louls sBlylcEt sElylcEs
fir Acri $r Acri
I t I r
tllf, OF llSlEGlt0t: Virud (! lorrll Uf (| llrr)
tllf, lrru t8rot tf,E lttllul rrorEsf sD6ctHcrflots? rts-I_ ro_
Ecrfornsd ultrlrstic iasgcctiol of full pctrtntios vrlds on rcp*in to crocrbrrsr
tl* glrtcc. Thsr vrrc locrrad on tio crstridc lt 3ie-I{ lias ![d 32-0.3 tiaor. lb raiccrrbb
drfcclrvrn aotad.
IaqFctad botbd eolncstioos rt undcrsidc of Lnrl Il, vhicl vorc nisriag tolrg oa llcy
23,lnt. ill nisrilg bolts veru aov in plecc ead propcrty bosioacd. Thrcc tcs phta
lulrvprr nil lot il ghcr at this tine. Tte iroo vorter onsib steled hs vould 3ct to tf,en
rs ool g focn vlrt is r.onovcd fion thc arle aad ho can 3cia tccors.
155 S t{||qlo O Denr.r, @ BO,l23 o gog-sg&ro6o
FIED Or6f,wAilOr ttFolf,
llo|lcr lAIt: f€dr f,orrl Plsr II
lloJBCt ro.: ?ll$39 DAI& Iry 23. l$t
'AG8 I
rlcrtlc|Ar
$I ACr|
STIAIG|]I OYETflIE
-[uri _EoIll
t.f
CoIITACTED f,xlTA ATIG .SIICE
I
ftPE O? lltl8GllOl; YIIOAL ArD lOLt tt$EGflOr
trr8 rlEF EJt tf,E llltnl trofEcr s*sclFtarilorst tBi-I-fo-
Yianlly tn*octod vrldiq in pno3rcrs ead coaplctad vcldln3 for quaatrty rad qrntily.
lll vrldiog Yrs found to bc visdly rccc9trblc on thc rtnrciural coaanctioas vcldiag of
tbc b8r ioisl rcds oo llvcl II eould aolba iaspectad rr lhc dcct v.s drody ia phcc md
colcrttc vts bcilg plrccd. docl;cldr vcrc fmrad to bc ecccptablc.
Parforncd botl insgcctio! o! rnr! bclov coacrctc plrccnctl rad notad r nunbcr of
conlcctioog nisciag bolB sd ooe brss platr boltr vcrt oiscing. Thcr goilts vrrc
goiatod outb thc iron mrlsrs forcoln for corrsction.
ao \.+ I ffid
\ a,.,.\?**
FNG/NEE,q/NG IESI/NG /NSPECI/ON
June 2, 196E
clc-7010,r3
Vail Yontures, Ltd.
1000 S. Frontrge Road Tsst
Veil,Colorado El6l7
Attantion: Mr.FrrokFr.eyer
Refercace: Yestinflotol/Yail
Dear Sir:
Eaclosed please lind inspectiol report for vort gerforned at ths above neatioaed
Irrorect.
If you have any questions, plea,s do not hesitate to call.
Very trulyyours.
CTC-GEOTEK,INC.
IL VENTURE A
r) _ ./.1 W*ln.fur-_<
Ray il(Reed A.L Principal | 4
RlilR/ai
Enclosure
cc:G.E, Johnson &astructioa
SLP Archiiects
trcnf,farfi rtsrEo asrfcr,oi
155 S t{ev*r I Doftu, co &223 a 3O3€S&1O5O
?TELO OqSBYATIOI TSFOIT
PfOJECI ilAilE: Usrtin f,otol Phrsr II
PlotECl IO.: 70{0{3
DAT& llry 23, lgEt
PAGE I
TEC*ItCtAt
til Acri
strAICilT OVElrtilE ltorJlt ltruts
3.0
COIIIIACTED ETIIA
5SIIYICSS SEIYICE3
I
T?PE OF IilSPECfIOil: falcrcto Sluap llegort
tErE lrEHs BEL{IU tsE t$Hrxul ?roJECI SpECtFtCAttOilS? !ES_I_ tO_
Artivod oositr during placoment of rbird E yard load of concrets for dock pour vsst
half of level tvo, ghase tvo. A visual ehect of corcret€ beiog placed indicalsd high slung
so 1t€st vas perforned. Tho r"esults itrdicafrd e 6' sluop vhich vas out of specificction,
Mr. Da.la Mobley of GJ. Shasoa vas notified of lhe results of the slurnp tesl The nef,t tvo
trucks vore rejeeted aod et the request of Mr. Mobley, tbe renaindsr of thc trtcts for ths
gour veno monitored and the slumps ver€ bslveen { and ) inches.
c Seracuse Lawler Wong Strauch
Arel B. Russell, AIA. CSI
19 May 1988
Mr. Gary Murrain Vail Building Department
Town of Vai1, Colorado
75 South Frontage Road.Vai1, Colorado 81657
RE: Westin Hotel - Vail, Colorado
Conference Facilitv - Phase If
Dear Gary:
Thank you for taking the time to speak with me on
16 May relative to the fire rating on door No. 207
of this facility. I have reviewed the "water curtain" substitution in lieu of a 20-minute fire
rating assembly with Frank Freyer of VaiI Ventures.
Frank agrees to this change and asked me to
proceed with it.
The substitution will be:
fwo (2) large orifir:e heads at each side of
<loors to create a "water curtain"
Heads to be spaced a maximum of 6'-0" apart.
Head size and spacing to be verified by
sprinkler contractor.
These "deluqe" heads can be on the same zone
and laleral line as are the nearest existing
heads, but piping must be hydraulically sized
for proper operat-ion.
The above "water curtain" will allow the door
No. 207 assembly to be non-rated and is
acceptable to the Town of Vail fire marshalL.
Tenacentre, Suite 200
1100 Stout Sheet
Denvel, Colorado 80204
(303) 623 1031
fuchitecture
Planning
Landscape Architectule
Intedor Afthitecturc
- CFdANGE
ORDI;.R'
A'.1 DLITUMENT G7O1
Distribution to:
OWNER
ARCH'TECT
CONTMCTOR
FIELD
OTHER
E! -vetl -ventures'
kl Seracuse Law1er Wong Strauch El G. E. Johnson Construction company EI c. E. ilohnson construction comlrany EI Ptte
PRoIECT: -Gslin-i"Fet-AdEirfi;;i
(name, addressl I3OO Wesffieve DftVe---/
To (contnctor): vaiL" colorado 81657
G. E. Johnson Construction
Post OffLce Box 2139
CHANGE ORDER NUMBER: Eleven (1I)
INITIATION DATE: 05 Eebruary 1ggg
ARCHITECT',S pROJECT NO: 8s,/111, a7/3L3,
coNrRAcr FOR' n.,,"'u, "31{i3.tt""
a
Colorado sprlngE, CO 8090I
CONTRACT DATE: 15 Aprtl 1987
You are directed to make the following changes in this Contract:
01. fhis is a CHAIiIGE ORDER to the existing contract for the balance of, Phase rI
work:
G.E. Johnson Construction Cornpany letter dated 02 FebruatT 198S:
ii lDD,
CIi:Af,IGE ORDER No. 10 dated L5 Januaqir 1988:DEDUCT: $ 60,000.00
bIEf ADD: $2'076,000.0O
-l
Co.
J
s2 , 136 , 00O. 00 ,.-
Not valid unril signed by both lhe Owner and Architect.
Signature oi the Contractor indicates his atreemenl here,,vilh, including any adiustment in the Contract Sum or Contract Time.
The original fuctfirn, (Guaranteed Maximum Cost) was . . ... . . .... $
Net change by previously authorized Change Orders .. . . . ...... $
The *Gso*srk$sd (Guannteed Maximum Cost) prior to this Change Order was , .. ... .... $
The (9tr&ar*f!dr (Guaranteed Maximum Cost) will be (increased) (decreased) (unchanged)
by this Change Order . . ...,., S
The new (ecoctoct$B) (Guaranteed Maximum Cost) including this Change Order will be .. . $
The Contract Time will be (irctcoffSddrlcoed! (unchangedl by
The Date of Substantial Completion as of the date of this Change Order therefore is 0l NoveEber *(f,or work covered in thLs Changte Order only) Authorized:
., CoLorado 80904
7 t773,O82 .
464,L54.
8,237,236.
2,076,OOO .
lo,3!3,236.
( -0- )Days.
1988*
OWNER @2ot
Address VaiIr
BY
0c
0c
0c
0c
0c
Sertcuse Lar ler Wonq Strauch G- E. ,fohnson Const. Co.Val,l Ventures, Ltd.
TfEbTEElout street, ste. zoo
Address Denver,
AIA DOCUMINT G7|N
80204
CHANCE ORDER ' APRIL 1978 EDITION Ah@ r @ 1978
Address
Colo.
DA$F*+, Pro Mgr.
TTIE AM€RICAN ARCHITECTS. .1735 NEW YORK AVE., N.W., WASHINGTON, D.C. AXXb GTgr-1EA
G.o.# ll
EEJOttnS0n
CONSTRUqION COMPANT
February 2, 1988
Mr. Frank B. Freyer III
Vail Ventures, Ltd.
1000 South Frontage Road Hest
Sulte 200
Vall, Colorado 81657
WESTIN HOTEL ADDITIONS
PLAZA BUILDING, PHASE II
CONFERENCE FACILITY
VAIL, C0L0RAD0
Frank:
lde. are pleased to submlt our proposal to provlde
materials to construct the Plaza Bulldfng, phase
l.Iestin Hote], Vail, Colorado, for the Guiranteed
MILLION ONE HUNDRED THIRTY SIX TTIOUSAND DOLLARS Fixed Fee as follows:
Direct Costs
General Conditions
Untrella Insurance
Warranty Reserve
GUARANIEED MAXIMUM COST
General Contractor Fixed Fee
Perfornance & Payment Bond
TOTAL GUARANTEED MAXIMUM PRICE
PO. 8or 2139
Colorado Sprinfs. Colorado 80901
Teiephone (J0$ 473.3321
310 S. iorGenth Sbeer 80904
RE:
all necessary labor and II, Conference Facillty,
Maxlnnrrn Price (GMP) of Tlr|O
($2,136,000.00) lncludlng a
$2,AQ7,235.00
29,478.00
5,362.00
2,000.00
$2,045,075.00 *
8l,803.00
9.122.40
$2,135,000.00
shall be totally *Any and all savings from the Guaranteed Maximum Cost
reverted to the 0wner's account.
j-_-:
rThe work per changg_0rder No. 2, concrete Foundations, Excavation, BackfiIl, .l,laterproofing and Elevator Jack Holes for $364,000.110 is not included in thi-
, abovel Change Order No. Im5'0;000.00 for structuraT itET mitt ordei and
slfop drawings, is included in the above.
GUARANTEED MAXIMUM COST BREAKDO!^JN
Please refer to the attached cost breakdown of our Guaranteed Maxirum Price by Specification Section and Bid ltem.
Mr. Frank B. Freyer III
Vail Ventures, Ltd.'February 2, 1988
Page 2
. pEsIcN pocln4ENE
Our GMP ls base! o1_!lanq and Speclflcatlons for Hestln Plaza Bulldfng, Phase II' conference Facility dated Decenber 3, lg87, Addendum No. I dated --
Pggg|nbet I, 1987, and Addendum No. 2 dated Decenber 17, 1987, all prepared by
ROMA. See attached detalled list of drawlngs and speciffcations. '
GENERAL CO$ITRACTOR !{ORK
Our GMP is based on the following work to be perFormed by GE Johnson
Construction Conpanyrs own forces:
l. General Conditions 2. Demolition 3. Earthwork 4. Concrete Llork and Grout 5. Rough Carpentry 6. Installation of Finish Carpentry, Steel Doors and Frames, Wood
Doors, Access Doors, French Doors, and Flnish Hardware
The gpsun drytyq]l systems wiII be perfonned by GE Johnson Constructlon
Conpany's Dryrall Departrnent under a GMP Subcontract, and any and all savlngs will revert back to the 0wner.
Our Fee for the work within the scope of this proJect is a Fixed Fee in the
amount of EIGHTY ONE THOUSAND EIGHT. HUNDRED ANb THREE DOLUFSTT6T;A,m.OO).
ALTERNATES, CONTRACT ADJUSTT.IENTS, AND ALLO!',ANCES
The following are included in our GMir Proposal:
l. Bond premlums for the following subcontractors are excluded:- l'lidwest Steel l{orks, Inc.- Professlonal Caulklng - ller Electric - El Paso Floor - Omnlplex, Inc.- Mountain High Paintlng - Por,lers Products - Internountain Speclalty Eguipment Conpany - Dover EJevator Conpany Gr (g 14,270.00)
2. Alternate chair rall No. 2 per Detall l0/A9.5 ($ I,3r[4.00 )
FFF
Mr. Frank B. Freyer III
Vail Ventures, Ltd.
February 2, 1988
Page 3
ALTERNATES C0NTRACT ADJUSTI4ENTS. AND ALLOWANCES (Contlnued)
3. De'tete all fiber reinforced plastic panels (Specification
and add epoxy paint at those locatlons.
4. Change all thickset ceramic tile to thinset.
5. Alternate ceiling tile and grld wlll be as follows:- 12x12x3/4u areas - USG Frost bevel edge spot cemented to - Webtex adhesive, with 3o leveling splines at all corners.
sheetrock.
- USG 2x4x1/2" vinyl covered sheeetrock in all 2x4 suspended areas.
This material is approved by the State of Colorado to be used in all
washable ceiling areas.- Donn Products 2x4 grid consisting of DX-24 Maln Tee' DX-424 4r Cross
Tee, and M-7 wall angle.- #12 hanger wires 0 4' o.c. to bar joists
- The Architectrs ref'lected ceiling plans
Shop drawings are excluded.
Sectlon 06425)
($ 9,498.00)
In Base Bid
above.will be used for layouts.
In Base Bld
allowance of
($ 10,211.00)
have a No. 124
$ 203.00
8. Specification Section 02871, Plastic Planter Boxes. An
$3,000.00 is inc]uded for the planter boxes.
$I3,211.00 - $3,ooo.oo
10. Add to correct three (3) each sets of door hardware that
cylinder thumb turn.
It. Delete snow fences on roof and include a $41000 allowance for some snow
fences.
$25,020 - $4,Ooo.OO ($ 21,020.00)
1lA. Add eye bolts at arches at 'locations determined by 0wner.$ 200.00
12. Alternate No. 4n dryvlt bullnose DetaiI per l2lA8.4.($ 2,250.00)
ten (10) feet
from bottom of
placed on
($ 2,445.00)
15. Delete bltuthane ice and water shield on roof except for
each side of all valleys and ridges and ten (10) feet up all eaves. This deduct wi]l be taken, but shield will be
comoJete roof.
ALTERNATES, C0NTRACT ADJUSTT'|ENTS, AND ALL0WANCES (Continued)
A deduct allowance of 912,000.00 ls included for as follows:
H-l
t4-2
M-3
M-4
M-5
M-5
t4-7
M-8
M-9
M.IO
M-l1
M-12
M-]3
M-t4
M-l5
M-16
M-17
::"
DESCRIPTION
Mr, Frank B. Freyer
Vail Ventures, Ltd.
III February 2, 1988
Page 4
18.
TAG MANUFACTURER
alternate HVAC equipment
suPPLrqR
Haynes-Trane
Halmes-Trane
Hajmes-Trane
Hayres-Trane
Hayres-Trane
Haynes-Trane
Haynes-Trane
Haynes-Trane
Haynes-Trane
Haynes-Trane
Haynes-Trane
Hayres-Trane
Hayres-Trane
Haynes-Trane
Ha3mes-Trane
Hayres-Trane
Haynes-Trane
Haynes'-Trane
Hayres-Trane
HaSmes-Trane
Hayres-Trane
Hajmes-Trane
Haynes-Trane
United Air
Trane
Trane
Trane
Trane
ILG
Trane
Trane
Trane
ILG
ILG
ILG
United Sheet Metal
tLrt
ILG
United Air
Unametal
J&J Reigster
J&J Reglster
United Air
Hercules
Modul-Air
United Sheet Metal
0rigina'lly specified pneunatic temperature control system is to be deleted and
a complete.dlrect digital control (DDC) fow voltage, computer actuated wJth
screened visual readout termlnal is to be substituted. this system is
manufactured by Trane company. controls for equipment are taitory instal'led,
connections, calibration and service by Haynes-Trane of Denver, colorado.($ t2,ooo,oo)
21. Make the following-changes to the light flxtures and dinming system:A. Delete sfx (6) tjpe oAo in attii.B. Relocate dlmming bank to Storage Room 213.C. Delete three (3) type oEo in Storage ll5,D. Delete six (6) type rAD in Mechanical ll4.E. Delete one (l) type lAo in Electrical l0l.F. 0wner will provlde type oHo flxtures.G. Delete six (6) type "K! at loading area.H. Add six (6) type uAo at loadlng area.I. Use type oAu in lieu of uBo at Stair 4.il. Delete fixtures and dimming at AV loft.K. Dimning system will be by Lightolier.($ 3,8s5.00)
Stationary Louver
HVAC Cllmate Changer
RA Centrifugal Fan
Variable Air Volurn Boxes
Cabinet Unit Heaters
Eqrfi Room Exhaust Fan
Baseboard Radi ation/Snowmelt
Unit Heaters
Kitchen l4akeup Air Unit
Kitchen Transfer Fan
Kitchen Exhaust Fan
Vo id
Rest Room Exhaust Fan
Sound Trap
Trash Room Exhaust Fan
Dishwasher Exhaust Fan
Kitchen Exhaust Louver
Builder Louvers
Registersn Grilles & Diffusers
Slotted Diffusers
Fire Danpers
Spin Fittings
Flexible Ductwork
Spiral Me. Press. Ductwork
Mr. Frank B. Freyer III
Vail Ventures, Ltd.
February 2, 1988
Page 5
22. Make the following changes to the sound system:A. Delete lntercom equipment.B; Use specified speakers in ballroons and meeting rooms.C. Use Soundelier Cl0T70 speakers ln prefunction areas.D. Install shle'lded cable system when possible.E. Delete the tape player.F. Sound system wlll be by Electromedia.G. Connect sound system to existing background muslc.H. Sound system equipment will be installed in Room 216 Storage ($ 7,340.00)
22a. Add sound system volume controls in both prefunction lobbies.$ 304.00
ALTERNATES, CONTRACT ADJ_USTI{EN fS, AND ALL0WANCES (Continued)
22b. Add the following sound equipment:- Flicrophone - Electrovoice 6581 (10
- Microphone cable 25' lengths (.l0
- l4icrophone floor stand ( 5 - l4icrophone desk stand ( 5
23. Reconfigure fire alarm system to
approval ).
meet approval of Tovrn of VaiI (pending
23a. Use F40Lll,l/WM lamps in cove lightlng in lieu of F40SPX30.
($ 4,650.00)
($ 't,008.00)
23b. Delete panel LP3A and relocate circuits to LPZB. l4odlfy dishwasher
booster'feed per Yoder Engineering's letter, dated January 2!, 1989:- --.($ '1,072.00)
23c. Make the fol1owing changes to the one llne:a. Use #3 cu for dlshwasher feed.b. Use #3 cu in l-I/2o to temporary outlets.c. Feed DIMI with 350MCM in 3n conduit.d. Feed LPIB with 350l4CM in 3" conduit.
23d. Add new wir'lng for freezer coi'l in kftchen per
letter, dated January 4, 1988.
23e. Add two (2) each l0O-ampere three-phase receptacles
in ballroom.
23f. Add one (l) exit light in ballroom at added door in
eax$86.40= 864.00)
eax$30.00.300.00)
eax$42.55= ?12.751 eax$20.05=l$!1)- $ 1,477.00
($ I,302.00)
Yoder Englneering's
$ ll2.oo
in flush floor boxes
$ 1,895.00
partition.' $ 84.00
Mr. Frank B. Freyer
Vail Ventures, Ltd.
III February 2, 1988'
Page 6
239.
24.
change rREr fixtures ln the neeilng rooms from Tozg-A1 to ll4s.($ 598.00)
Delete !p!ffflooring ln Rooms 102, 106, lll (582 SF), ll5, IZg,206,213, and 215, and adii concrete floir seiter ano iour'iaj'iictr rubber'base.($ 8,522.00)
Delete all outslde concrete pavers and pavers ln vesfibules I and 2.($ 35,326.00)
Delete-lxl0 wood edge trim at all celling coffers and lnstall 0wner-furnished traI I covering.
Delete concrete slab within transformer enclosure and to sidewalk and provide four (4) inches of gravel.
Change 'P' window to fixed 8,2-1/2x13'4o and change to fixed, and delete screens.
($ t,26l.oo)
($ 40o.oo)
($ 3,798.00)
a pair 2r-6Dx7-'0! to
($ I,2o9.OOl
25.
26.
3t.
33.
($ 9,470.001
28. Delete 5,000 sF of Panzer mesh at flrst floor elevailon. panzer mesh is included as follows:- North Elevation - Column Line 27,S to 32 ten (10) feet hlgh.- Hest Elevation - 0n colunns up to sprinq line.- East Elevation - Colurm Line Q.6 to'T f6ur (4) feet above concrete
wal l.- South Elevation - Four (4) feet above concrete wall and to column spring lines.($ 5,000.00)
north of enclosure
($ 530.00)
all operable wlndows
($ 3,972.00|
33A. Delete two (2) each 'Q' and one (l) each rL'wlndows. (Allowance)($ 2,142.001
34. Delete all catch basfns, area draln and one (l) each deck drain in loggla. Three (3) deck drains remain in loggla.
35. Change alI roof and floor decking to unpalnted.
36. Delete aIl lx4 wood blocklng behlnd wood base.
37. Change_closet door nos. 123, 126, IZg. and 133 from a single 3r-0ox7'-0o
AND ALLOUANCES (Continued)
Itlr. Frank B. Freyer III
VaiI Ventures, Ltd.
40. Alternate No. 3 - Add two (Z) each remote control units
overhead coiling door ls included.
personnel and equlpment.
4]A. Add one (l) each pass door for a total of two
movable partitfon panel.
Delete concrete
Delete depressed
Stair No. I will
installed by GE
February 2, 1988
Page 7
to operate
In Base Bid
have Partltions will
and Hufcor will
using their own
(g 41,988.00)
(2) each ln ballroom
In Base Bid
($ 817.00)
and 2 and
($ 452.00)
and provide
($ 3,049.00)
41. Use alternate Hough Series 9652 novable partitions.
No. 35 track, horizontal wheel bearings ior trolleys fleld sound test the partitions after lnstallation,
42.
43.
44.
paver curb, Detail 'llA-1 on east side of covered walkway.($ 172.00)
edge form in vestibule I and 2 for pavers. ,n 237.00)
be furnished by Architectural Metalcraft, Inc. and
Johnson Construction Company.($ 8,664.00)
45. Delete all caturalk grating and pipe handrail and install 1/2 plylood
walkway and 2x4 handrails. Contractor will give credit but furnish
grating and pipe handrail.
47.
48.
49.
Delete drywall coffer and lxl glue-on-tile in Vestibules I
provide flat painted dryrall .ceiling at 9'0" A.F.F.
Above Meeting Rooms 123 - 126 - Delete return air ductwork
sound boots at return gri1les.
A deduct allowance of $11,215.00 is included to delete the terrace
structure complete between Grids lll - Y and 25.1 - 28. Thls includes
structural st'eeln decking, steel handrail, roofing, sheetmetal , wood
deck, f'loor drain, concrete foundations, metal studs, sheathing,
insulation and flnish system, and palntlng. French door would be
replaced with an "Lu windot't.($ Il,2l5.oo)
f'lr. Frank B. Freyer III
VaiI Ventures, Ltd.
57. Add
and
58. An add al'lowance of 95,000.00 ls included to move
hydrant approximately flfteen (15) feet west.
59. Delete shop coat of prine paint on flre sprinkler
February 2; 1988
Page 8
ALTERNATES, C0NTRACI ADiIUSTI4ENTS, AND ALL0WANCES (Continued)
50. Delete Projection Room 301 complete, including some structural steel,decking, Stair No. is changed to a ladder, thFee (3) each projection-
windows.' concrete on decking, painting, aioustical ceiling, ribber base,ductwork, unit heater, thermostatr_floor drain, hose bibb"F-7, light fixtures' proJectlon screen controls, receptacles, dlmming syitem-dual controls, and relocate dirnming and sound systems.
($ 11,724.00)
51. Delete core drilllng ln tunnel walls because s'leeves have been lnstal'led.($ 900.00)
52. A deduct allowance_of $925.00 ls included to delete the temperature control averaging flow sensors in the supply air ducts and ielete the spring isolators on the temperature contibl-cornpressor. This deduct will
!e given but is not applicable because DOc controls are being used per
Item No. .l8.
($ e25.00)
54. A deduct allowance of $1,200.00 is included to shop fabrlcate the sound
plenum by Lunsford Brothers l4echanical.($ l,2oo.oo)
55. Change the gas-fired kltchen MUA Unit to a hot water fan coil unit.($ I,000.00)
56. Delete the future fountaln supply and drain lines. This work wil'l be
contracted separately by the 0wner.($ 2,500.00)
a. sand and oil trap, ZURN 2-663, at the unloading dock floor drain the drain pipe will run north and durnp into the trench drain.$ 400.00
the northwest fire
$ 5,000.00
piping.($ s00.00)
60. Credlt for the electrlcal conduit that has already been installed in the
concrete tunne'l ($ 6g5.00)
52. Add the three (3) each add alternates that are shown on Drawings 83.1,3.2, and 3.3.
In Base Bid
Mr. Frank B. Freyer
VaiI Ventures, Ltd.
o
III
ALTERNATES, CONTRACT ADJUSTMENTS, AND ALLOWANCES (Continued)
63. An add allowance of $.|,000.00 is lncluded for floor nats in
and 2.
64. Reduce Contractor Contlngency on exlsting Contract.
ToTAL ALTERNATES, CoNTRACT ADJUSTMENTS & ALLoWANCES
February'2, 1988
Page 9
Vestibules l
$ l,o0o.oo
($ 37,000.00)
($277,545.00)
EXCLUSIoNS ANp QUALIFICATIoNS
Our GMP Proposal speciflcally gg!ge,1 the following items:
l. Exclude Builder's Risk Insurance.2. Exclude testlng and inspections.3. Exclude utility service cornpany capital costs, development fees, plant
investment fees, tap fees, new electrlc transformer and primary wiring.4. Exclude Building Permit, plan check fee including mechanical and
electrical permits.
Exclude legil, physical and utility surveys.
Exclude cost for cha4ges necessitated by Building Departnent code review
or other jurisdlctlons havlng authority.7. Exclude utility consumption costs after the substantial completion date.8. Exclude tenant finish work.9. Exclude soils investigatlons and reports.
10. Exclude Iandscaping and irrigation.tI. Exclude watchman.
12. Exclude City of Va1l 4% sales tax.
13. Eye bolts at arch jambs, eye bolts at roof, and cable at roof are
galvanized.14. Ladders on roof wil'l be fleld painted with gloss enamel.I5. Forty-six (45) each stainless steel corner guards are included.i6. 0verhead door is manufactured by North American Rolling Door' Inc.
17. Stair No. I including steel flights, landing, glass, plastic and vrood is
5.
6.
18.
19.
by Architectural Metalcraft, Inc.
l,lood backing plates will be installed in lieu of metal backing plates per
Specification Section 09105, Paragraph 3.02.
The transformer pad enclosure walls are 3-5/8' metal studs' gypsuttt
sheathing and exterior finish system.20. The two ieet (2') sidewalk adJacent to the curb and gutter along
lJesthaven Drive is excluded. The new curb and gutter will match the
existing shape.21. The spaie haidware sets per Speciflcation Section 08712, Paragraph 2.03
are excluded.
Mr. Frank B. Freyer III
Vall Ventures, Ltd.
February 2, 1988
Page l0
EXCLUS I0NS AI'ID. QUALIFI CATI0NS (Contlnued )
22. The trench for the drain in Room 209 - Dish-up is excluded and the trench
drain gratlng ln Roon ll9 - Dish-up will be aluminum or galvanized.23. Pair doors 205 were changed to fire rated in Addendun No. I and the more
expensive hardware is lncluded ln our proposal.24. t{eather Shleld windows are a standard colori white, desert sand, or
brown. llindows are per Heather Shield proposal and perfornance data.25. All kitchen equlpment ls excluded.26. Electrical condult systens are excluded for flre alarm, sound, telephone
and TV systems, except in the plenum above the four rrteetlng roons.
SCHEDULE
0n recelpt of a slgned Change Order and a Notlce-to-Proceed by
February 4, 1988, the Plaza Buildlng, Phase II, Conference Facilitywill be
substantially conplete by November I, 1988.
Also, to meet the above schedule, Addendum No. 3r'lncluding the above changes'
must be issued by the Architect by February 12, 1988 and the Allowances need
to be resolved by February 19, 1988,
If you have any questions, or should you require additional lnformation, do
not hesltate to contact us.
Very truly yours,
Isd2886F/.03b
Enclosures: As Stated
cc:,Jerry Manifold/R0ltlA (w/Enclosures)
Axet'R(lssel I/SLUS (wAnclosures)
Fred Christensen/ldestln/Seattle (w/Enclosures)
DETAILED LIST OF DRAI,IINGS & SPECIFICATIONS
The following Drawings dated Decenter 3, 1987:
A0. t
AT.I
A2.l
A3. t
A4.l
A5.l
A6.l
A7. t
A8.l
A9. r sl-
Project Manual No. 63I0.00 dated
- 42.5 - A3.8 - 44.2 - A5.3 - 46.2 - 47.4 - 48.8 - 49.5
s7
K-l
K.IE
K.TM
K.IBV
KD-I
KV.I
Ml. t
M2. r -
M3. r
M4.t -
Ms.t -
December 3,
Et.l - Et.2
E2.1 - E2.3
E3.l - E3.3
E4.1 - E4.3
ss-l - ss-6
ta..4
t44.2
M5.3
1987
Addendum No. I dated December g,'lg8l with revised Drawings Al.l, A3.0, A3.7,
49:9, A5.l' A6.2' A8.1, A8.3, A9.4, El.2, E2.3, and E4.3 iated Dicembei g,
1987.
Addendum No. 2 dated December 17r 1987 with revised Drawings 144.2 dated
December 17, 1987.
I.IESTIN PLAZA BUILDING
PHASE II CONFERENCE FACILITY
VAIL, C0L0RAD0
G. E. JoHNS0N C0NSTRUCTIoN C0., INC.
FEBRUARY 2, 1988
egs_suuuAeY,
Page 1 of 3
::::1Il]g
BROUGHT FORWARD
ALTERNATES, CONTRACT ADJUSTMENTS AND ATLOWANCES
TOTAL DIRECT COSTS
GENERAL CONDITIONS (PORTI(IN)
BUILDING PER}{IT & PLAN CHECK FEE (BY O}INER)
LOCAL & STATE SALES TAX (IN COSTS)
UTILITY DEVELOPI'IENT FEES (BY OI.JNER)
TESTING & INSPECTIONS (BY OI.JNER)
BUILDER'S RISK INSURANCE (BY O}JNER)
UMBRELLA INSURANCE (.003)
WARRANTY RESERVE (.OOI)
GUARANTEED MAXIMUI4 COST
GENERAL CONTRACTOR FIXED FEE (4%)
CONTRACTOR CONTINGENCY (O)
PERFORMANCE & PAYMENT BOND (.0048)
AMOUNT
$2,284,790
( 277,5451
21007 o235
29,'478 .0
0
0
0
0
6,362
2,000
2,445,075
8l n8o3
0
9,122
TOTAL GUARANTEED |IIAXII,IUM PRICE (GI'IP)$2,136,ooo
I,IESTIN PLAZA BUILDING
PHASE II CONFERENCE FACILITY
VAIL, CoLoRAD0
GUARANTEED }4AXIMUM P
G. E. .]OHNSON CONSTRUCTION CO., INC.
FEBRUARY 2, 7988
!.1.RECI_eg$. SUMMARL
Page 2 of 3
AJTIOUNT
SPEC
SECTION DESCRIPTION
02050
0?200
02515
02871
03300
05r20
05202
05300
05400
05500
05520
06100
061 I3
06200
05200
06425
07112
07210
07240
074r I
07535
07600
07724
07951
08I t0
O8I IO
08200
08200
083't4
08:t3l
08400
08520
08610
086I0
08712
08800
09105
09250
0925'l
09300
0951 'l
09512
DEMOLITiON
EXCAVATION, GRADING, BACKFILLING
CONCRETE PAVERS
PLASTIC PLANTER BOXES
CONCRETE I'IORK
STRUCTURAL STEEL
OPEN I.IEB JOISTS
METAL DECKING
LIGHT-GAUGE METAL FRA'YING
METAL FABRICATIONS
HANDRAILS AND RAILINGS
ROUGH CARPENTRY
GYPSUM SHEAT}IING
FINI SH CARPENTRY-LABOR
FINISH CARPENTRY-MATERIAL
FIBER REINFORCED PLASTIC PANELS
WATERPROOFING
BUILDING INSULATION
EXTERIOR INSULATION & FINISH
PREFORI'IED METAL ROOFING
MODIFIED BITUI4EN SHEET ROOFING
FLASHING & SHEET I'IETAL
ROOF HATCHES
SEALANTS & CAULKING
HOLLOI.I METAL WORK-LABOR
HOLLOIi| METAL WORK.MATERIAL
lllOOD DOORS.LABOR
I,IOOD DOORS-MTERIAL
FRENCH DOORS
OVERHEAD COILING DOORS
ALI'MINUM FRAMING & ENTRANCES
ALUMINUM bllNDOhJS
I.IOOD I,JINDOI^IS-LABOR
IIOOD I,II NDOWS.MATERIAL
DOOR HARDWARE
GI.AZING
DRYWALL FRAI4iNG
GYPSUM DRYI.IALL
DRYWALL FINISHING
CERAMIC TILE & RUBBER BASE
SUSPENDED ACOUSTICAL CEILiNGS
ADHESIVE APPLIED ACOUSTICAL CEILING
G. E. JOHNSON
G. E. JOHNSON
GALLEGOS MASONRY
PLANTER IECH.
G. E. JOHNSON
MIDI'JEST STEEL
ARCH. METAL
G. E. JOHNSON
G. E. JOHNSON
I.S. E.C.
GALLEGOS I'IASONRY
ADVANCED ROOFING
PROFESSIONAL CAULKING
G. E. JOHNSON
GATE!{AY
G. E. JOHNSON l<Ff
BETTER.BILT
I.JESTERN VALLEY
G. E. JOHNSON
ilEA'IHER SHIELD
BUILDERS SERVICE BUREAU
G. T. JOHNSON
EL PASO FLOOR
T.P. ACOUSTICS
$ 2,057
26,267
35,326
13,291
86,828
35'1,830
IN.STEEL
IN STEEL
IN DRYWALL
IN SIEEL
45,950
60,495
IN DRYIJALL
24,194
44,539
IN DRYI{ALL
UNDER CONTMCT
IN DRYWALL
95,'ll4
I14,032
IN ABOVE
IN ABOVE
IN STEEL
5,075
6,3.|I
lo,916 'll,565
IN 05200
IN I,IOOD I,JINDOI.JS
2,390
30,947
IN ABOVE
5,596
34,542
34,565
IN ALUMINUM
283,900
IN ABOVE
IN ABOVE
6,805
21,518
IN ABOVE
o
I,IESTIN PLAZA BUILDING
PHASE II CONFERENCE FACILITY
VAIL, C0L0MI'0
GUARANTEED MAXII,IUM PRICE (GMP)
G. E. JoHNSoN CoNSTRUCTI0N C0., INC.
FEBRUARY 2, 1988
EIREOTISuiUU$ABL
Page 3 of 3
SPEC
SECTI()N DESCRIPTION CONTRACTOR AMOUNT
09760
09900
09950
10160
10260
1066I
'10800
lll32
14245
DIV 15
15500
DIV 16
2l,505
30,009
IN ABOVE
6.787
.979
125,538
IN 10160
5,093
35,080
357,777
58,038
n0,02a
s2.284.780
FLUID APPLIED STONE CHIP FLOORING
PAINTING
I'IALL COVERINGS
I'IETAL TOILET COMPARTI4ENTS
hIALL & CORNER GUARDS
(METAL.FURNISH ONLY)
ACOUSTIC MOVABLE PARTITIONS
TOILET & BATH ACCESSORIES
PROJECTION SCREENS
HYDRAULIC ELEVATOR
MECHANICAL
FIRE PROTECTION
ELECTRICAL
TOTAL DIRECT COSTS
OMNIPLEX
MOUNTAIN HIGH
POI,JERS PRODUCTS
TRANSIT MIX
I.A.C.
LEEVER
DOVER ELEVATOR
LUNDSFORD BROTHERS
SOUTHWEST
NEl'l ELECTRIC
t
ggNcRETE TEgr B!:slJLrs
t
I
I
i
I
----_ _- -_= ==_- - E:-
Enginaerino fstinq tnsqetc rort
155 $outfr lteve,icr
Osnver , Cn'r ortldrr 8A223
( 303 ) 696-1|i50
r./s i'l V€rnturt*s, Lt'l
t 000 S - Froni:af:e Ro ' V$c'$ii
Va'i1, CO Ei65?
r\tl:1 : Fr.g1x Ff ,E!,,,ef r.
P. O. No. :
Job No-: ?04043
Rtrport Datere: 11 /25/87
1?/ 16/87
a1/A2/88
11/18/8'.1
Report To: Vail VEnturog' Ltd'
g'g' "tohnEon Constructir:n CO'
SLP ArcitiLtccts
Dete Cast:
Teicit NuntDgt':
i ob Nrltrg :
.Job Aciciress:
Contracr-or:
Sups i i €rr' :
Truck No.:
CTC Rerp - :
Lr:cstion oi
C..r'l incierr ii)
01
Ai r' l'emP - ^F: 21
T'ime Tested : 12 z3g
Da\r Strerngth (P$i) -9000
6-0
SLrengLh (Psi)
2090
Wt-/Cu. Ft': 137 '2
Average $trength
I -I'lJ i - Mart irl€tz
loir r. : Foot i rlgs , nart h wa -l 'l
Age (aa'7s) Size
? 6-00
T icket No- :
Mix I.O.:
at M-4 and
't 0445
32 to 2-3
g!!YsIqA.L pRopERr I.Fs
$.i ump : 4 -'ii A'ir (*):
Cortcrete Tsrnro ' ^F: Sti
'1:** ij€acnt'q: 'ii:45
ggMPR.ESSIVF' STRENGTIi: Soec"r'f ied 28
oJ^/fr"4
6Tij:6E6Tiiil*fic:--
l"
'i-T*t"o,r," lli nqlllezl,-\ - =-Ve il Ccr'lcrr'
5:-_E: iohnson
E & I ExcavaLirtg
NOv 2 ? 1987
fi;llTEmR-_, LrD
Renttl r r<g :
I
42 weal meadow ddyo
vall, colorado 81857
(303) 476-2200
frre departmenl
FRANK FREYER
VAIIJ \TENTI'RES LTD.
SUITE 2OO
1OOO S. FRONTAGS ROAD WEST l/ArL, COLORADO
NovEtrBER '10, 1997
HAVING REVIEWED TIIE PIJANS SUBMITTED BY NOTTIHAF'T TOR TFIE PROPOSED
FIRE SPRINKLER MODIFICATIONS ff TIIE I.,OBBY CEILING OF THE EXISTING
wEsTrN IroIEL, I HAVE IIADE Tl{E tUr;r.OWrNG @I'IMENTS :
1. IITE HYDRAULIC CAI.,CUI,ATIONS APPEAR TO BE IN COI.TPLIANCE WITH
IrlIl.IIMtn{ @DE. TEE ONLY CpNCERN WAS W:IT!{ NODE # 35, BEING EI]E
T{ORTI{WESTERN MOST POINT ON TITE FOURTH FLOOR. THE CONCERN IS
TIIAT XTIE CAI..CT'I..ATIONS SSOW 18 G.P.M. REQUIRED ATilD ONLY 18
G.P.M. AVAILABLE, WITH O 8 HYDRAULIC PAD. I DO T{OT TIAVE A
@.EAT DEAL OF @I{CERN NOR Do I OEI'ECT DUE TO THE FACT IIIAT TI.IE
PI,ANS STASE THAT ALL CALCUTATIONS PRESIJME ALL HEADS ET,OW
SITIULTAT{EOUSLV.2. IIIIE DEFLECITORS FOR THE SIDEI{AI.,IJ SPR$KLER TIEADS WILL EE B
INCIIES BELOW TIIE CEIIJING. ITIE U.L. LISTING CATLS FOR TIIE
DEFLECEOR TO EE IN TIIE 4 TO 6 II{CH RAI{GE. I DO NOT OBJECT
DUE TO TIIE POCKEE EE'FECT OF TIIE SMAI,L SOF'FIT. T ALgO IINDER-
STAND ITIE NEED TO ALI,O?f ADESUATE CT,EARJANCE 'TR'OI.! TIIE WI,ITDOiiIS.
3. XTIE IIOBBY GILIT{G WORK DOES NOT APPEAR AT 1'IIIS TII{E TO BE
PRACTICAI,. RESEARCI.I CONDUCTED AND PUBLISITED BY FA TORY MUTUAL
INDIEATES STANDARD 1l2 INCH ORIFICE SPRINKLER IIEADS ARE NOT
EFFECTIVE ON FIRES GENERATING A TIIERI"IAI. PLUI,IE VELOCITT IN
EX@SS OF 40" FEET PER SECOND. IT IS I,fY OPINICN TIIAT TTIE
CURRENT FUH., LOAD POEENTIAIJ IT{ TIiE LOBBY WOULD PRODUCE A
THERMAL PLUttE rN EXCESS OF TIiE Mir{rt4UM 30 rTlSnC. DESTGi{
AI-,LOTfANCE INXENDED FOR STANDARD SPRINKLER HEADS.
ATTEMHTS WERE }IADE TO IDENTIFY A TARGE DROP SPRINKIJER HEAD
DESIGNED IN ITTE PEI,IDEI.IT POSITION BUT SUCH A DE\TTG DOES NOT
l'ET EXIST. WE AI.SO IB'IE) TO SEE IF WE @ULD SIMPI.IY REPLACE
ITIE EXISTING DRY PENDENT 1/2 INCH ORIFICE SPRINKT.,ER ITEADS IIITH 17132 INCH L.IRGE ORII'ICE HEADS. TtrE PROBLEI'I LIES IN
TIIE FAET' TBAT WE CANIIOT T'IND A MAMJFAC'TURE OF A LARGE ORIFICE
81657
WESTIN I-,OBBY SPRINKLM,
DRY PEI{DENT SPRINKLER HEAD.
I
TTTE ONLY OSTTER OPTION I COI]LD IDENTTFY WAS TO REDUCE fIIE COVERAGE TO 7 E'OOT CENEERS ON $rE @.IIJING USING 1/2 INCII ORIFICE STANDARD SPRINKTER IIEADS. THIS IVOUI..D OBVIbUSLY
REQUIRE SUBSEANTIAI, @ST AND E'FOR".I AJ,SO DETERMINED
CO\TERAGE IIEADS VIOUTD T{OT PROVTDE ADEQUATE C:()YERAGE OR RESPONSE TO TIiE PREDICTABI,E FIRE SIZE.
TI{EREFORE, WITIT 1TIE PERMISSION At{D AGREEMEI{I OF TIIE FIRE CE,IEF DICI( DURAN AND 11{E CI{IEF BUILDING OFFICIAIJ GARY Mt RRAIN, TI{AT r Ar,rJo?I TtlE woRK rr{ llIE LoBaY To BE DELAYED uNTrr., sucH A TrI{E rfiAT A I{ORKaBLE SOLUTION G1N BE FOUND. TIIE FOIiLOWING CONDITIOI{S DO I{OWEVER APPLY : .
A. TIIE viAfER cuRTArN rN TIIE RESTDENTTATJ @RRrDoR LoBBrEs
STIATIL BE COMPTETED IN ACCORDANG WI:]H rlIE APPROI/ED PLANS.B. 1?IE FuEt LOAD rN TIIE HorErJ rroBBY ldusr BE REDUCED To AI{
ACCEFTABI,E RANGE IN ACCORDANCE WITIT UT{IFORM FIRE CODE sEctroN 11.209 .
TEE VAIt rIRE DEPARTI.IENT I'flOT'LD AGREE TO AI,LOMNG TI{E
EXISTING FT'RIIISIIINGS TO REMAIN ON TI{E FT-,OOR OF THE IIOIEL LOBBY PROVIDING TiTE UPIIOLSTERED FURNITURE IVAS
REF'ITTED OR SHOWN TO HAII|E E'IRE RESISTIIIE TICKING AND
FLAME RESISTANT FABRIC. COMPLTAN@ IS REQUIRED BY THE lsT OF SEPTEMBER, 19A8.
rN TIIE ABSENCE OF A I{RTBTEN REprJy, I{E t{ILrJ AssuldE THESE @NDITIONS
AND REQUIRE$IENTS ARE ACCEPTABI.,E AND AGREED UPON. IF YOU DESIRE
MORE lNr'aRr,IATroN oR wrsH To Drscuss STIESE rssuBs, PLEASE @NTAcr cl{IEF DttRAlI, GARY l.ruRRAIr.t OR :,iysElr }tIgHIl{ 1C DAYS.
SINCERELY,
/a?42/z?k*J
MICIIAEI, I"TCGEE
FIRE MARSHAIJ
t_
o
PUNCH
155 Soulh Nat ato
Dear8r Colorado @?23
3atit 6s rogt
CTC PROJECT NUMBER
( -zo-s - _o- -:_ _g_ )
FIELD OBSERVATIOTI REPORT
PFO'ECTNAME
TECHNICt.AN STHR oTHR CONTSVC
8.00
xTR Sl/C
x
CODE *
wPE oF lNsPEcrloN' vlsuAL-.--.--- tvlAcNmc PARTICLE__ uLTFASoNTc WELDMENT-ULTRASONIC- SHEARCONNECTOR (ACCOUSTTCAL}--..-...-_BOLTTENSION FIREPROOFING
WEFE lrEMs BELow rHE MlNlMuM PRoJEcr spEclFrcATroNs NorED? yEs
-
No
-ITEM NUMBER DESCRIPTION/LOCANON
Visual of tle repa:ired structural cornrectjons sas
corducted thG'date at arl level-s of ttre ldestin Eotel projectr
Follwirq a.re tlpse itsus, frcrn tlre attadreil dliserqnrqy, list,
which r+ere rqaired as detailed anl fqrrrt to be accegrtable.
*fs 17, 23, 24, 2f , 29, Zg, 30,35, 36, 39, 4Ir 43 tttru 4g,
54, 55, 55 thru 6I, 65 and 6g
were aeepted by Richad weirgardt e Assoc./
Craig canrof, are a.s follcnrs:
*ts 3, 5,6,7, LO, L2, 16, 1g, 19, 33, 34,37r 3g e 40
Au ott.er itos yet require repair or furt}er instncLion frm tbe
EtructsEal ergineer. G.E. Johnson was sr4plied an ugiateit tlst
50, 51,
Those itss
L|sTITEM-TO
ACTION TAKEN REGARDING ABOVE NEMS.
' cotoRoDo rrrr "*rll,o".
165 Sounr NJtvAro
DEllnEB cotoRADO to22!t @lE8-to5o
IIST OF OUTSTANDING DISCREPANCIES
a/az/ez
Iten
T
JoeA.t
STRUCruRAL XECHAi|ICAL AII'D UATEFIAI.S TESrI.IG
ooLoBADo r.rr.olG,r..
rss sourt| }|AVATO
DENI'ER, COIOHADOS@:I
@1 308-tqn
Location:
Inspector:
te Iten f orted
I
LIST OF OUTSTANDING DISCREPA}.ICIES
[Jobr:7:5a3Q Date:
Page: Z of
tXtO tvo Q,6:<
STFUCruRAL MEcHANtcAL AIID UATERIAI,S TE$a{G
coLoMDo r.r, "*t ,*r.
orted, I f
rsSSOun{ MvAro
DEinrEB ooLoRAOO s@23 (os) 698-r0s0
IIST OF OUTSTANDING DISCREPANCIES
obf: Zosas? Datel
Inspector z Du-r.,.rnp-*t< page: < of \\
q/rq/az
rc/ae/8
STRUCruRAL ICCHANICAL AtttD MA?EB|ALS rESrBaO
coLoRADO r.rr r**,,n".
rsssqltH I{AVAJO
DEtil@ coLoRADO sulltl
@31 d5.t050
LIST OF OUTSTAI{DING DISCREPAI{CIES
Location: 4krzrr At ec yqttce obf: ZoSoSq Da1g3
fnspector:Page: { of
te Item I orted
- ll-:-.:-:'':-::" ..-.-- -.:--n;:.1. ,:a.F:'. E; i-==-:=
-i
STRUCruRAL i'ECHANICAL AND II,ATERIA|.S TESTNG
rc75ft2
coLoRADo *rr".,fh,r..
r55 SOUn{ NAVAF
DElwEF, OOtoRAm 8@23 (o9l G08.r050
r:; ! lij.:t:rl3blttrll;-,iir..i1!ir:4;nt;.L1!i .
DISCREPANCIES LIST OF OUTSTANDING
Locationl / | - Alrz . Jobri-...o*, Drru.
orted Iten t
,4t /=to/n/97
STFUCruRAL UECHANICAL AIID HAIEHAI.,S IESTNIG
coLoR^Do rur, ".G, ^.r5s sotJTH l{^VAp
DENV@ CAlafi$gs0a2a
(sil)cg-toso
IIST OF OUTSTAI{DING DISCREPAI{CIES
Locatiou:Jobl: zosoct D.3u.
InsPector:-DT--,ar*,ef pagez O of,
orted I f
d:, :,,:=r4::_!!;rc$ri*!eini;i$aiild.sirii,r,
ry'az/a z
,dL
/D/dq/87
STRUCruFAL IIECI{ANICAL AIIID UATEflAIS TESNilG
.. - -- :-r--ri,-I:.:*-rjll=.:e,-!i-al{::i:-:':
@LoRADo *o.*C, ,*r.
r55 SOttfH luvAb
DENI'B,o('I.Of,^DOSO22s
(cD0sr0s0
Location:
Inspector:
Iteu
,
o
LIST OF OUTSTANDING IIISCREPANCIES
Jobt : zosas"__pate:
Pagel 7 of
Date
,y'ea
'tL
*;.zg/2oze.t
rolzq/ Dt
STNUCTURAL TIECHA'{ICAL AIID TEATEMAL9 TESNilG
coLoFADo rrrr.**,,".
1s5 SOUTH ttrAVA,O
DEt{lrER. @toRADOEl?23 (G) egE-r050
Location:
LIST
orted ften t
&asf=tap.
STRUCruML UECI{ANICAL AiID ilATEFIiiS .IESIU{G
coroMDo rEsr cEtR Nc.
rsssormt }{AvAf,t
DEIWER corLoR^DO S02Zl (o3) 6s8-10s0
Location:
Inspector:
LIST OF OUTSTANDING DISCREPA}TCIES
obf: zasase Date:
Page: A of
ftem
*
rcfze,
lbl
Roo= Varor,n,
3En*,
STRI..'CTURAI, MECHANICAL A[\ID MATERIAG TE5IB{G
coLoMDo ,-r, .t* ,r..
rssSOun ]{AVATO
DENVER, COLONADo S@2|I (s3l8SE-t050
Locatiou:
LIST OF OUTSTANDING DISCREPAI{CIES
)a.rr-, Jobt : "o5o9g Date 3
Inspector: TyS ,Hage: /o ot
Iten t
STNUSTNAL MECHANICAL AND MATGruAu' TESNNG
ooLoRADo resr ca,rf r.rc.
r55 SOT TH lrAvAto
DEItn En OOLOnADo ao nt (oillBE-roso
LIST OF OUTSTANDING I}ISCREPANCIES
Location z /)esnp A4ra. f,.,e'la, tJ*a Jobi : zc,sos? Date:
Inspector 2D;,.,D Page: t( of,
Item
,
STFUCruRA- HECHANICAL AIIIO MATERIALS TESTING
coLoR^DO rESr cCR Nc.
r55 SOt tlt I{AVAE
DEltvEn corcnAOOs04"3
tGrl 6s8-i0s0
Location: L)e.np lJn.,s €- l.t,,rJobf :zac,,-ae D ate: r?/zc-
rnspector: bL brr, *.-tez<- Pa}e /) of
et^eD.
STRUCruML MECHANICAL AilD MATERIAtrs TESTING
LIST OF OUTSTAI{DING DISCREPANCIES
orted Iten I
' fiti" E+ ",." qec}t drlJtg sitb Iol|rl @ld, *gif*"".f*, ', 'j '
fric*rara f|eir€ardt ad assocfatgq, tfi, bolc, one tlis jcb for
, Craig Gar
I
lslt South Nslap 6srEr fulsdo g@3 gt3 698 1050
CTC.PROJECT NUMBER
( z -us" --o -: --9. )
FIELD OBSEFVATIOI{ REPOFT
/o t/
PUNCH L|sT|TEM-IO
oArE Lo/25n7
tEcHNtCTAN ST HR oT HR CONTSVC xTB SVC CODE i
8.00 _r__ x
wPE oF lNsPEcrloN ' vlsuAL ----...----- MAGNmc PARTIoLE.....---....--. uLTRAsoNrc wELDMENT.-
ULTRASONIC- SHEARCONNECTOR(ACCOUSNCAL}--_BOLTTENSTON FTFEPROOFING
WERE ITEMS BELOW THE MINIMUM PROJECT SPECIFICATIONS NOIED? YES .- NO
-ITEM NUMBER DESCRIPTION/LOCATION
visual insFe*non of ttre structr::ar. frmiry anl sonnections rns
oorr*rcted on the rmainirg rof franirg, gnlds 9 to l7/a to c.
ahose ttirns fo'nl to be rejectable were ircoriFomted onto tlre
attached. li. 1 e; discepancies, $67 tlrm *22 (please refer).
rnspection of the sou*r srope rof deck attactrirg prddle nerds
rras err}rcted beb,reen 9 ani L7 on tlrat opleted. Again, Froper
Fddte welds were rcted, as beiry instatteal. Fddle welds weu:e
again nissirrg at core top of laU straps as outlined by itm +71.
A jobsite meetirg lxiti H[c Engfueer, ,rohn ltal.cnb is scheduled for
LO/27/87.
ACTION TAKEN REGARDING ABOVE TTEMS.
PFqTECTNAME WestlnEotelrrller:acelgfr?r
t'
I
ooLoBADo r.., *Q, rr"
rSSSOulH l|l^VAp
DEruER. @rcnADO s0plzit (o3l6s-ros0
LIST OF OUTSTANDING DISCREPANCIES
Jobf: zosoS? Date:
fnspector ia2uD,aznaey<_ pagus -- l( of
.: r1l+r. -.r:'*,r j-]!re,:"i4.i:;- j:l.!ir:.irl x.ra'i} !. !-t: r_-,: .
Iten I
STRUCruRAL I|ECMNICA! AITID iJiATERIAU; TESi.NNG
@LORADO TEST CEilR, tNc.
rs6SOLmt}{^vAp
D€trn,En coLoRAOO00€3 @lB-r0$
IIST OF OUTSTAI{DING DISCREPANCIES
Jobl :zo<,.ar Dagg;
rnspector: L brr,.,,.eLeec- P ager /) of
Iteu t
e.^@.
STF(CTURAI- I'ECHANICAL AIID MATERI,AIS TESNNG
_- t 60tu'r9 V
fdd
llt ffi*l:nfg weinsardr consglgg[g
fuiec't
Localiql
Terrace l.Jing Addiilonn l{estin Hotel -No. Rl{c #_273la0?a.l
Obgervadon Repod
h'sonsp'essrt John Ma'lco'lm.(RtlC), Chuck Hlghlettn Jim l,lright and Mike Mclntyre
r) Ernie Pyle (sLP )
and Joel (
FIELD FINDINGS. CfC-Geotet provt _USLpf _dixrepgl_cy__Aems. IXele wjII
be a dd res s_qd a t Jhe-€!Ld__aflh_r. s_repo ft-.
At stai r c-qt:_es-to--tssf-dge!-c.suee!io. ns, we -werg-llfqrqrg_d_lhe!-slse]--plqle
per 'lzllrllhad io-be- remved- A con-tlouous_angle-a_xj,r_- V-4_shodd_ue__gxpan_sion
Eo]lg shou'ld.be 2112" minimum from the edge gf_!g!glg!e-. Meta'l decllshoqld be
-1t_e1de_d_g11he qlgle__Ulltrl'l of weld every foot.
_ ___llle_-Vfewed_!!p_sgv|!y__be'tow the beari
core wall embed pla_tg, The cQntrac_t9f_!_lfo_rynLq-! thqqj'e4_e.q_91_c!9L9lq_dg_ge
ins-!_eL!ed on this plate. Nqn gtgut_nhqy[_lq_lqpllied_-qgloqlh_e_p-la!g.:_
_- _l{e_shssr-v-e-d_@-r9qf_-dqnry:-n at 9Jo_19 lfrre_lrW_r,_e_!g_q._sj_[9_11i!!_C_tm
ltrishr' Etgnk Frevgq--Ernle-lyle-glrg Jqel-,---EsemL eng- -cq! !4!!9 !!e-f-ere wi th a
rrirrdow -andlhei n!q:-sr-lpgsg-ol-@s-9flhe -l a4qe1;ui!e-s-r- El9-ull--sgpplylhe
erector--and qonlraclorJi!h,dela:..|,:_f_S!i re4gvfig .![is fqq4ing !y.[e{ne_sday, (Continued
on Page Two)
turcentcompr€ro Jtructure 95'l +_ _ _ __ ___ubarha, _ Sunny.50,s chuckHugh1ett,Phj.|Harris(G.E.Johnson)-'
copissbDan I)-ickmeyer {CTC-Geotek) Ernie pyle (SLp) and Erank._F_r.eJer lVai-l .vehturesl
tr,, A A A
Bv --.--!#",*4,fflVllL..-Dare27 0ctober J9B7 - -.Fepo'rNo. -5-6 il0hn A. Malcolm
o ejrr) 6 lgr ' :Tdn
bolted to the top of core walls - with 5/8" diameter by 4" bolts at 3,-0 on center.
'late atC.S - 17.5 at the roof beam to
lng ,lns
..:
x 4o x 0'-g" cHp pratc shourd be rnstailed and werded arl arcund wirh r/
and beam. A,sr
ItEm 4A - This ls acceptable by RIC.:
Itgrn qg l'l4 cortlnuous ans angle.'
' li ," :r'i t'
t: ..
apprbximately 30 Inches uf 114 fillet
ueld at each end of cap plate to beam ls
i::.
Il
:.1 ,.li'
':l
:l I
1 :j
il -,t'
0bservatlon Report
RWC #273/2028.r
27 October 1987
Page Three
ftl
Item 64 - See ltem 52.
Item 66 - Use fix described for Item 49,
Item 67 - Acceptable by Rl,lC.
Item 69 - Supply 3l4 X 4" X.glolO', clip plate. l,Jeld td l/4', fillet
we'ld all around to embed and beam. Furnlsh 6'. of weld to the embed minimum.
If this cannot be done supply clip plates on each side. supply at l7-c.5 also.
Item 70 - see attached sketch. supply plate if Hlls are not fully welded
to bearing plate.
Item 7l - See Item 49.
Iten 72 - Supply l-3/e X 4u X 0,-10,' clip plate. Weld with t/4 inch fillet
all around to embed and beam web.
Filo Num
Designeogy: 0l? r oaa: Ih -j leo
Chocked By: Oa!E:
'f m l,ii
I 'l -'i.
I
I
I :l s
s
?-'a-.J rrr---r!:9 *ffi'E!.
I fl [c hard We inga rdt Cons,,It '"fr.*-**-fffi,ffi* "=_ s$tants
File Nunber
rF\^uesgne o By: V lilrzl Date, / ti - \ o-l ,
Checked By:
Protecl;
o Sublect:
Dctails:-
Date: ,
-=..---- GRout- solro w f)Dt) Si.,if trulf
Gr9ou a,
t f f ih 0 Fas ABF uor
FUIIY U)ELpEo To €meeo PtAre SuFfrI 1k x t',ri'-o PJ-. w a- 6h ,,o €xf 6orrs As SHaBJrt,
{il-
.t!. ar.tr!rE_:
155 South N8ra|o
Do'|l€r Colorado &tr443 gxt 698 rO50
CTC PROJECT NUMBER
(rus--o-r-r-)
D. Dicls€rer
FIELD OBSERVATIOT{ REFONT
PUNCH L|sTfiEH-TO
I}ATE
errErc
TECHNICIAN STHR OTHR CONTSVC XTRSVC CODE*
7.00
TYPE OF INSPECTION . VISUAL ...-----.---- MAGNETIC PARTICLE
-,
ULTRASONTC WELDMENT-,
ULTBASONIC.-..-..-_ SHEARCONNECTOF(ACCOUSTICAT}-.BOLTIENSION FIREPROOFING
W€RE ITEMS BELOWTHE MINIMUM PROJECT SPECIFICATIONS NOTED? YES- NO
ITEM NUMBER DESCRIMON/LOCANON
Vist:al inspecLion otr bat joist wetds sas oord'eted on the rmf,
soutlr s1o5n, 9ri& II to 12. afl reE:irea f{Uet. selds ryee
fount to be instafkd ant acce5table.
rn'specti,on of l*re ro?tlr sepe, sr.une grids, aould rDt be eryleted
due to instarlation of desk over ttrese rre]ds. puddLe werdirg of
declc on tt€ rnrttl sloln uas foJrri to be accqrEable, on that
eq>J-eted tlds date.
Deliveu:ed arri reuieped cItr tist of diseepancles f:m, L0/20/87
wittt L,PR eection foraan, Joel. ft wag agreed tlrat repair r,ork
r,puld start re:<t lreek after rof deckirg cas ocnpleted.
ACTION TAKEN REGARDING ABOVE ITEMS,
r55 Sciltt t{ryaE
o€nEr Odosadb BOng
303 &8 1050
CTC FNOJECT HUfiBER
@LOFADO TESTT 6El'G, tNe
1t580unil NAVATO
DENI,ER, COLORADOS@A
(o0l€0&t60
Location:
Inspector:
I.IST OF OUTSTAT{DING I}ISCREPANCIES
ob#'.ZaSasq llate:
Page: A of
$EUSTRAL IIECI{AIICAL A| T'ATEIUAIS TESNNG
otted Iten I
coLoRAm rrr, *Q,r".
r55 SqtrH I{AVATO
DENVER. OOLORADO E'23
t$q 6s-r05rt
Location:
tIST OF OUTSTAI{DING DISCREPANCIES
,uC" Jobi : ro5o39 Date:
Inspector: Tlr O ,c,rs,r-e-re+* Page: , c> of
:
Iten f .r'.4"r7 I tl
STRUCruRAL MECH NTCALA{D lttATERl,AtS TESIB{G
cor.dmoo resr cerf rnc.
r55 SOUTT{ I{^VATO
DENI'ER.COLOn^FS@EI (ssl€s-t@
LIST OF OUTSTAI{DING DISCNEPANCIES
Location: l)6rnp Ara. . €.ra*t,, \ Jobf : zosos? Date :
Inspector:Page: l( of
SilRUCruNA- UECHANICAL AIID MATEFI.AI.$ TESTING
Iten I
_ -_1 j*,g-_-&4li3,.rlai3..irA{Lb
T
t-
LIST lTEtrl
-
TO--
e176*r9lVsi*Er*-.restin Eotel
155 Sq,ti tila!,ajo
DonrE Colorado S223
309 6s8 1050
CTC PROJECT FIUMBER
D. GJror{
FIELD OBSEBVATIOII REPOFT
PRO.'ECTNAME
TECHNICI,AN 8T HF OT HR
10.00
I
Pt,NCH
f705 -0 3 9 I __-,
coNTsvc rrBsvc coDEt
x
2.00 x
TYPE OF INSPECTION. VISUAL MAGNETIC PARTICLE- UTTFASONICWELDMENT ,
ULTRASONIC---_ SHEARCONNECTOR (ACCOUSTICAL}---.-.--._BOLTTENSION FIFEPROOFING
WERE ITEMS SELOW THE MINIMUM PROJECT SPECIFICATIONS NOTED? YES
-_
NO --
ITEM NUMBER DESCRIPTION/LOCANON
rirepqoofiry ao\re!:age inspection ras contr:ctecl at trte site for
several areas of the ltik arrt Ternace Wir:g etritidns. Results are
presented belohr in sections for each area. phs:e calrs nere rnade
on Lo/2187 to krie pyre of serasuse r-asler & partner.s, anl to
John Snit$ of orcssraods Enterpris€ to cferify firepnoffrg
requ":rrments ani to fansit results of ttds fu*eectlon. At ttre
site, a nerbal rqnfr, ms .given to chuck.ssrlett of G.E. ,Tohrrson
bget&s rith rptes ard aiag'a's Ehtrirg dtefictency roetions at
o].tmrs. Si:c sanples for densitl, detesaination $e!:e taken.
r-€ve1 I' sqrth'a'rf: Reinspectiorr of co:rections to coverage
dteficienc.ies at aohrms vas onctr:cted.. xtris area is rstr accq)ted.
spuaay. rsrqrootirq has not been apptied to beans ln tlds area a$i
to the bTt of uy kruiledge the beils are flre prct€cted by other
cl o n !
!m t-n
C'-l
:
-r-
--to/J/81-GZ-6.rT-ff9
FL--.___.____-...
DESCRIPTION/LOCATION
Level 1, Nortlrern tlalf: rnspected coverage on colunns. Application
deficiencies were cibserved at 77D anil 16/D.6 colunns ard so narked.
At 9/t-8 co}mur, t*ra enveraped has been daruaged. Beams are rrct
qrrayed in this are.
r,wel 3, Norttrern Half: Nine corrsmrs at t]le nest end of ttris area
are rDt spralred yet. Atrplication.deficiences at 3 cohnms were
mrked. statrs of ttr.is.area is recorded, on a diagrarn and copies
left at tlre site. Agaia, beans are rpt qn:al€d in tlis area.
Link $-rlce colunnsr. Belcrs Levels 1 ard 2: Ttricl<ness specifications
for the 5x5:.546 tube corrnns were not pr:ovided to glc-G€otek. TtF
follovirq approac*r rras used to establistr thickness for 2 hours using
cafco Dc/F firqroofirg. Fireprmfirq ttdclqess fc a tlbe mlurr
is i:rversely proSnrLional to tlre wall tjuickness of the tr:be prwided
$lat dloensions oiE the b:be are equal to or greater than reference
brbe for wh:ich test data is avairahls. Ut dtesign XB27 for a 4x4
tube gives 2 hour :catirg tiiclcnesse f,x a 3flG sarl as z-zne irrtres
and for a 3/8 r+arl as L-L/A inctres. !y interporation, a 5 6 iral-l-
; ttb6 rT.ujJes L-9/L6 irrches for a 2 horr ratirg. Coverage at a.l'l I0
705039
frr6.{tlarfrg lTt'lt'rc r rsr€ctor!
155 Soulh Nevap
O€tret Cotorado 80223 $3 698 1050
ITEM NUMBER
-2-
-3-
-b
pnorecr *
DATE
PAGE *
>t tiE mln !o
155 South !,18!€p
D,er ef Cobr8do 80in3
341 698 1050
ACTION TAKEN FEGARD|'HG ABOVE MMS.
o
DESCRIPTION/LOCANON
Lirrk, Eeanss Sprayirg of lerrel 2 bees is implete as deteqmjred
bv phone oonrensaLion rdth John sith. ro the best of rny lmcrr
leveJl I bedns.in tle li.nk do rot neeat to be spayecl.
I,esrel 2, Cohrrns in l{orttr e So:th Balvee: A feru application
deficiensies were cbsenred. Tkteir locations are rgrded on tie
deficienciee diagraos.
I€vel 2, tv24 Beans: -'.[hse deep benns eurtird belcrr t]re 2 hour
susperded flre rateil ceiLiJg. .Ecistene of srch a ceil"i.rg is
asslr€d fu t}'e foilcurirg dtscr:ssion. If $:ch a aeiling ls not
Snstarled, corsiderabLe orrectisr rork fo'r itas ?.2 ad 7.3 is
required- ttric*ress of L-5/B fux*t i-s cbser'ed'at trese beaus,
s<c€t for itss belsr.
7'L) A systenatic'deficiency @curs on the tcp surface of tfre l.cr,ser
flarges. Ttris ruost be respnayed as trese surifaces are belsr ceil-
iag 1e/e1. Tlro sites hrhse density s-mples nse sut uust be patrfi-
ed. Also, tlre bem on llrte C betlueen Z ard g ehoulil be sprayed,,
7.2) Ihe top drrface otr tJle r4per fJarges of thse bems are rst
tf tbeV are traotected by a 2 hour ceiilirg, the!, rrculd
- Et .need to be spra1eA.. 'Otherrrise, tlese srrfaces .'..,
:
L0nn7
fl(i|tualrur!6 rfsrrm,islfct€r,
t55 South Na€p
Denver Colorado Soeel
303 698 1050
ITEM NUMBER
-8-
ActoN TAKEN hEcAnoir-ic aeove nelds.
PFoJEcr# 705039
DAIE LO/I/87
PAcE # .--_l__g-r a
m <-m o
o o m !DESCRIPTION/LOCATION
7.3) Alorg half ttre lergttt 6f ttre I{24 bearns, I{U beans are attached
to the top of the r.rppen flarqe. These are hard.ly Agai.:r,
the pr'eserce of a 2 hour ceilirg is relevant. wit-tput srrch
these mernbers nust be sprayed.
Ievel 2, !Vl2 Beams: Ttrese bease suFport deck in a corridor area
along the rprth side of ttre rairg. . Sprayirq of ttre beam on L:tne 1?
betseen A ard. A.7 was overtooked.. Elsewtere about half ot ttre
bearus have rpt been protected on the top of tlre u6per fi.ange bebreen
joists.
o
ruNCll llEll:--,. . ttg LIEI . 156 Sdxh t{8yafa
tlg !re? Cotoraiei Em4t E3 @ togl
CTC PFOJECT HUMEER
F|E|.D OBgEnYAttOtr RsFot|.t
PRCIdECTiIAME
TECHNICIAN
( Z-o-' - -e-3-e-)
TYPE OF ttts'pecfiot{ - . vlSuAL , . MAONmC PARnCLE- ULTFASONICWELDUETT x
,
ULTRASONIC----? SHEAR OONNECTOR (ACCOUST|CAL)-. BOLTIENSTON-.----, FTHEPROOFTNG -r'-+WERENEMSBEI.OWT}IEMINIMT'MPROJ€CTSPECIFICATIONSNOIED? YES NO t
NEM NTUMtsEP
ACTION TA,I(EN FEGARDINGASOVE rIEMS.
//
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I
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m o {n x
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EtGltltqnrc rTsrrr6 |lrspfqroir
155 Soulh Navalo
Det et Colorado 802?3
303 69S 10s0
CTC PROJECT NUMBEF
(70s- 0 3 9l
o
OT HH coNT svc
x
xtF svc coDE *
I
x
V
D. Gancrt
TYPE OF INSPECNON . VISUAL
-
MAGNETIC PAFTICLE ULTFASONIC WELDMENT
-.
ULTRASONIC SHEAF CONNECTOF (ACCOUSTICAL) .- BOLT TENSION FIREPROOFING
WERE ITEMS BELOW THE MINIMUM PROJEGT SPECTFICATTONS NOTED? YES
-
NO
ITEM NUMBER DESCRIPTION/LOCATION
The densities of six fire5xoofirg sdples taken fron the Terrace
wirg Addition at the westin liotel, e'<ceed rninirmnn requirererrts
etablished fu Urderrrriters Laboratories for Cafco DCr/F. These
criteria are 13 pcf rnirrfun:n average density per area, and 1I pcf
ninfunm densiQr per sarple. Resul_ts are:
Level 2: Sarple J_: 16.2 5rf Saqrle 2: 16.4 pf
SaryIe 3: f4-3 pcf
Sarp1e.4: 13.9 pcf
. A\ERA@: 15.2 pcf
Letrel- 3: Sarryle t: 16.5 pcf
Sarryle 2: 17.6 pcf
AIERA@: J-7-0 pcf
ACTION TAKEN. FE6ARDING ABOVE ITEMS.
PUNCH L'ST ITEM
-
TO
DATE | 10/\/R1 :
pROJECT 111ME Vgestin Eotel Addition
TECHNICIAN ST HR
3.00
FIELD OBSERVATION REFOFT
fticrifc,lrlE IgSt!6 lfsFfffi
lS5 South Nala|o
Oenlrur Colorado 80'.3
303 @8 t05o
CTC PROJECT NUMBER
(ru:-o-3 e_)
PUNCH L|S?TTEM TO
FIELD OESEBYATIOI{ BEFOFT
PBOJECTNAM'
'or xh ... coNT svc xrn svc coDE ;
x
TECHNICIAN
TYPE oF lNsPEcrloN ' vlsuAL _-_ MAGNETIG PARTICLE
-,
uLTRAsoNlc wEtouerur X
ULTRASON]C- SHEAHCONNECTOF (ACCOUSTTCAL) BOLTTENSION FIREPROOFING
WERE lrEMs BELow rHE MINIMUM PFoJEcr spEcrFrcATroNs NorED? yEs _ No
ITEM NUMBEH DESCRIPTION/LOCATION
Ulb:asonic reinspection of peviously rejected roof bent bean
splices rms conduqted at ttre westirr Eotel Ter::ace ![irg addition.
For additionar i'fomatlon, prease refer to the attacrrei reEDrE
datrd, L|/S/BZ.
ST HR
2.00
ACTION TAKEN REGARDING ABOVE ITEM&
IO
12
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zl ol
t|Frrla4€ 'lsn6 4rsPtcrEa/
t55 Soulh itlr!€p
D€isr Colorado qr2?3
gr3 6t!8 '1050
CTC PROJECT NUMBER
,t I J-05 - -_o l -9,
I'IELD O88E RVATTOII REFORT
PRA'ECT I{AME
IECHNICIAN 8T HR
8.00'
PUNCH LIST TTEM
-
TO
- - oT HR CONT WC XrR SVC coDE *
1.50 x
TYPE OF INSPECTION. VISUAL
-
MAGNEflC PARTICIE
--
ULTMSONTC WETDMENT X .
ULTRASONIC- SH€ARCONNEGTOR (ACCOUSNCAL}-..--.BOLTTENSION FIREPROOFING
WERE TTEMS BELOW THE MINIMUM PROJECT SPECTFICATIONS NOTED?. YES
-
NO
-ITEM NUMBER OESCBIPTION/LOCATION
Ultrasorric inspecUon of roof bent bem spl.tces rns qlJ.eted
this dbte at lti&rcst Steel fabrication shop.
For test results, plaaoe refen to the attacfted repcE d;,rld, LO/g/g7.
ACNON TAKEN REGARDING ABOVE |TEMS.
attJ.e.
':
t
ffi 165 SOuTH NAVA'O
DENVER, COLORADO 80223
(so3t 898-1O50
CTC PFOJECT NUMBER
( r n ""-4-3.L)
FIELD OBSERYATTON BEPOFT
PBOJECTMME
ntorffi, 6/
PUNCH LTSTITEM-TO
Page Che
XTRSVC CODE*TECHNICI,AN STHR OTHR CONTSVC
8.00 1,00 x
TYPE oF lNSPEcrtoN' vtsu* x , MAcNETIC pARTtcLE-, uLTFAsoNTcwELDMENT_
ULTRASONIC__ SHEARCONNECTOR (ACCOUSTICAU__BOLTTENSION FIFEPROOFING
WERE ITEMS BELOWTHE MINIMUM PROJECTSPECIFICATIONS NOTED? YES- NO
ITEM NUMBER DESCFIPTION/LOCATION
Visual inspection of the bar joist rvelds was corxlrcted at Ll of
Terrace Wirg betrveen grids l. to c.3/I to E, ani C to F/6 to 16.
stose welds fo'rrrt to be rejectable wse narked. as Euch rrith white
ihk. Inspection of bolt tensionirq rrras con&rctd at Ll, grids
L to 8.9/G.3 to M. On those bems freiry into ttre aollwr w&s,
tensionirg, as weIL as irts5l€ction of bo1ts, bad to be done Ey hard
due to lirnits of accessibilier. Of the bolt-s inspected, 10? per
ornection, ninftnan of brp,rl_l were founl to be pnoperly tensioned
ard, acceptable.
Vj-sual inspection of T.1 framing ard. ccnnections was aorducted
beirileen grids 1 to 8.94 to H. Itpse itss fourrl to be rejectable
ardrron Slmq>lete, rvee imrponated onto ttre attaclred 'tist of
outstaniing discretrrncies, Itffis *8 Urru *15 (please refer)
ACTION TAKEN REGARDING ABOVE ITEMS.
I55 SOUTFI NAVA'O
DEHVEB COLOFADO 80823
(3031 698-rO5O
CTC PROJECT NUMBER
[ ..Lo-5 - JL l_ s_ )
FIELD OBSERYATIOT{ FEPORT
PUNCH LIST ITEM-TO
oAle qn/87
PROJECTNAME Westin btel,4lerrace Wirq
TECHNICI,AN ST HR
Page $p
oTHR CONTSVC XTRSVC CODE*
TYPE OF INSPECTION. VTSUAL- MAGNETIC PARTICLE-._ ULTRASONTCWELDMENT-
ULTRASONIC- SHEARCONNECTOR (ACCOUSTICAL).----_BOLTTENSTON FIREPFOOFING
WERE ITEMS BELOWTHE MINIMUM PROJECTSPECIFICATIONS NOTED? YES- NO-
ITEM NUMBER DESCRIPNON/LOCATION
Itte prcblas beirg obse!.ned betrreen bean to mre ard CIP s&ed
onnections uas agai-n bnorght to ttre attention of G.E. Jotrnson
sulterinterdents.
ACTION TAKEN REGAROING ABOVE ITEMS,
coLoFADo r.r, "r{4.,n..
t55 SOtm{ l.tAVA,O
DEHVER. G}LORADO 8@I
(sstg.r05o
tocation:
o
LIST OF OUTSTAT.IDING DISCNEPA}ICIES
fifobf:7c6a3q Date:
of Inspector: DuS,"rrltfR Pagez Z
STFUCTURAI. MECHANICAL AND MATERIAIS TESNNG
rtn-trr^|E llfta;t TE- llllltt
'lr -.,lqb tdzvff
PUNCH LIST ITEM-TO
r55 SOUTH itAVA,O
DENVER, COLOHADO 80223
(303) 69&1050
CTC PROJECT NUMBEB
r"( LO5 - o_3_e_ )
D. Gan*t
HETO OAgEBVATION FEFOFT
'-6 11 tO1
PRoJEGTNAMe lBti.Il btel Addition
Page OrE
coNTsvc rtnwc coDE *
xl
TECHNICIAN ST HR
8,50
OTHF
wPE oF lNsPEcrloN' vlsuAl----_ MAcNEnc PARTICLE--_ uLTMsoNtcWELDMENT-
ULTFASONIC- SHEARCONNECTOR (ACCOUSNCAL}-----_-_BOLTTENSION FIFEPFOOFING
WERE ITEMS EELOWTHE MTNIMUM PROJECTSPECIRCATIONS NOIED? YES- NO
ITEM NUMBER DESCRIPNON/LOCATION
-1-
Initial tnsq:ection of fireprmfirg co\rcrage at t}te Irhase I plaza
was perfond. A reoril of deficiency lrcations rras made on
J.etrel diagrms of tlrjs strr:ctrre. A rf,alk-ttru of tlre stnrsture
uas done with the firepnofirq fonaan. A verbaL retrnrt of
corditjons lms given to Chuck He!ilett of G.E. Johnson. Results
are sunnarized in tlre foJ-lcnilgr:
About on*thirrl of the roof lev.el was sufficierrUly strrayei. to be
inspected. Arnther inspection for ttris area arri deficieraies
on lower levels is pi.anned for ttre raear firirrre-
flpical tlrickrresses neet or s<ceed requiraents for ttre rrarious
ty;tes of msibers.
At deficiencies located on colur[rs, tnny are due to pro<imity of
wa1l strxls wh-ich imkes sprald-ng difficult. In ttris cases, rp
occurance of bare steel las cbserved, but presently additional
ACTION TAKEN REGAROING ABOVE ITEMS.
1
rSsSOUIH I{AVA,O
DENVER, COLORADO S0223
(3O3) 8S8.1O5O
gTC PRAIECI NUMBER
,'I J-05 '-0- 3.L
'
FIEI.D OBSERVATIOII REFOFT
PUiICH LISTfTEM TO
o,r/'E 9/L/87
TYPE OF INSPECTION. VISUAL _- MAGNEnC PARTICLE
-.
ULTRASONIC WELDMENT_...-.
ULTRASONIC--_SHEARCONNECTOR(ACCOUSTICAL)---BOLTTENSION FTREPROOFING X
WERE ITEMS BELOW IHE MINIMUM PROJEGT SPECIFICATIONS NOTED? YES
-
NO
-
PBOTECTNAME lilertln tlntel adAition
Page Ttso
TECFINICI.AN STHR OTHR CONTSI,C XTF SVC CODE *
HE sts {{ITEM NUMBEF
-3-(son't)
DESCRIPTION/LOCAIION
t}ickness is needeal on suctr surfaces. AdLtitloal spr:ayi.r'g is
planned. If there are Grss ltrere sprayilq pr:oves ineffectirze,
reccrnuend, t}tat nineral fiber erirry be used to ashie\E firtl
thic*ness.
Four sap]-es for clensitlz u€sur@nt were taken fircm tne stq:str:re.
ACTION TAKEN REGARDING ABOVE ITEMS.
)
a
COLOFADO TEST CEI\IfER, INC.
1s5 SOUnl NAVATO
DEr{rER. COTOFADO 8@"3
FqI 3S.r050
LIST OF OUTSTA}.ID ING D I SCREPANCIES
, r eEa obf : ?oS,o3? Date:
Inspectorz ?u-E\.z,<e"ter< Page: ? of \.-J
te
orted Item # ::-Date_
STFUCruSAL M€CHAflICAL ANO MATEHI.AUi IESIING
- Eeoreil
r55 SOUtlt r{/tvaro
DENVER,OOLORADO 80223
(3031698-1080
CTC FROJECT NUMBEF
( ro.-s-'- o-r-g- )
D. Garac
FIELD OBSERYATIOT,BEFOIT
Ff,O'ECT!{AI'E
I
PUNCHUSTmU__,IO_
r-- j
re€fir &rtel Addttion
OTHR CONTWC
x
IECHNICIAN STHF
2.00
-
xTH S\rC GODE I
I
TYP€ OF INsFEcnoN .. vIguAL
-.
MAoNEnc PARnGLE
-.=
ULTFAISoNIo WELDMENT-
ULTRASONIC .- SHEAR CONNECTOR (ACCOUEnCAL)
--.
BOLT TENS!oN...+ RFEPROOFING X
WEBE rrEMS BELOWTI'IE MINIMUM PF(}TECTSpECtFTcATtolts NorED? yEs_- t{o_
ITEM NUMBER DESCRIPnON/LOCANON
The densitieE of Caf,o DClt. ffresroofiry sqle taken fircm t}re
Phase I Flaza stnrc.trre at ttre lestl-n btel bave been der-Frmircd
at CTC-€eotek. 'Flpse densittes plceed IIL requiroerrts ftrr this
rm,terlal, wttich are 13 pd ninJrnm a\rerage trEr area ard It pcf
niljme density Ber sqpfe. Resd,lts are:
Plaza, Pbase I
>t HE mm !o
Saq>le 1:
Sanple 2:
Sarryle 3:
Sarple 4:
A\ERA@:
18.3 IEf
15.4 pcf
16..1 Fctr
I7.3 IEf
17.0 pcf,
ACTTON TAKEN REGARDING ABOVE ITEMS
-l o
D<1rr€
r-tFOF.t r-O f-
ur<'11. o
tt -1 rt !r 0oB c l.r-O H ,f (n!' o t/r r+ t,?t{9t.ll0q o oF YFI O F('FO
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PUNCH
OTHB CONTSVC
x
r55 SOUTH NAVA,O
DENVER, COTORAOO 80223
(303) 608-ro50
CTC PROJECT NUMBER
( -z o:- --0. -=r -g- )
'lr lw-LlsTmM-rd_
FTELD OBSEBVATIOT{ REFORT
PRO,ECTNAME
TECHNTCIAN ST HR
5.00
xfFsvc coDE *
TYPE OF INSPECNON . VISUAL _...-.-. MAGNETIC PARNCLE
---*
ULTFASONIC WETDMENT .-..-------.
ULTMSONIC--SHEAFCONNECTOR (ACCOUSTICAL}...--,BOLTTENSION FIREPROOFTNG
WERE ITEMS BELOW THE MINIMUM PROJECT SPECTFTCATIONS NOTED? YES
-
NO
ITEM NUMBER DESCRIPNON/LOCATTON
Bar joistweldirg vas vi-sualty irrspected tlds atate all.2, L 6 9.9/
l(-M of the Terrace Wirq Milition. tElds visr:afty rejectei, r+*e
narked irr white fuk for fub:re reqnj.r.
InsStection of ttre 3rl4n dianeter A325 bolts was lhysicafty
alorg grid firc F.8/8.9 to 16, at fr:aning letreL l of tbe Ter:ace
Wirtg Addition. Att bolts inspec-ted were founi, to be p:operly
tensioned arrl accetrrtable.
Visual inspection of flmr decldJrg rqias corducted at LJ. framirg,
grids 1 to 7/G.3 ta 14,. AI)- 5/8" Erddle welds l€ated at L2n
center-trcenter, greviously accepted bV Wefugl:arat & Associates,
were forrd, to be jrstafkd, arrd visnfty acceptable.
Ihe above info:anation was given verbally to Lm Erection foreuan,
Joel.
oerc' g/zm1-
ACTION TAKEN REGARDING ASOVE TEMS.
ffioffiuv DEJtfl,ER,coLoFADooo2za puNcH ugrmH , *y__(3031098't05{t HEtDoBgERvATtot{FEFoRT F;
crc pRCfrEcrNuMBEF FrErpoEsEnvATtot{ REFoRT DATE_E_9CE=
PFO.TECTI'|AM! ks-tinkrteVrnerraelrfng
I:.os--o_r-s_I
recnn|cru STHR orHR coNTglrc xmsvc ooDEr . Didqever 2.00 :- X _
-l
-
'tt TYPEOFINsPEcnoN' vrsur { . MAGNmcpABTTCLE-, ulTnAsoNrcyyEaour* ,
uLTRAsoNlc
-
9HEAR @NNFgroR GccousncAu
-*
BoLT TEilsroN FrFEpRooFrNc
I'I'ERElrEMsBELowrtlEMrNtMuMpnoJEcrgpEctFrcATroNsNolED? yEB_ No_,
B
]TEM NUMBER DESCHPnON/LOCANON
vlsuaL rei-nspectJon of tlre penricusly reJected bar joi.st rerdrrs
rsas @Dfrrcteil on t}e gffiace Wfu,q frefng lerel, gri.Lb g.9
L6/C tE F.8.. AIt reSnJ:s ree fo:rd, to be acqrletet anl
Tlris infon-aitsr rras venaally given to r;FR. Ereetion forqan, ,roer.
ACTION TAKEN FEGARDING ABOVE ITEMS.
{0
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- Eeover'
rgssoufi NAVruO
DENIGR, COTORAOO 80!Ud]
{30gr 89$rO8O
gTC PFol'EgT NUMBEB
t (?-J5.'0-l-q I
WEBE rlEMS BELOyVTHE MINTMUM PROTECTAPEGIFICATIONS NOTED? YEg- NO
ITEM NUMBER
-2-(o:rt
ACNON TAKEN REGARDTNGABOVE ITEMS.
nesilts of tlris t-ospecuon wqe ileEeibed to chrE< Esflett of G.E.
rtp @ities of f,ield. rptet andl f,ictens:r Letion tliagarn wer'q leftryfth lliin
f,G hi:s use ard for trse bY t$e firegrmfers'
llage
svc coDEr
E :[Seorel
r55 SOUnr NAVAJO
DENVER, COLOFADO 80223
(3O3) 6eS.1050
CIC PROJECT NUMEER
t'
tZ.4 5 -O-e S-- )
D. Garm
PUNCH LIST trEM-TO
2.00
wPE oF lNsPEcrloN ' vlsuAl ---..-.- MAGNETIG PARTICLE
-
uLTFAsoNlc wEtDMEtrr-
uLTRAsoNtc_sHEARcoNNEcroR{AccousncAL)-_-BoLTTENsloN FtREpRooFtNG x
WERE ITEMS BELOW THE MINIMUM PBOJECT SPECIFICATIONS NOTED? yES
-
NO
-
ta iiE mn !cl IJ
]TEM NUMBER DESCRIPTION/LOCATION
-r-At Plaza Phase r: cafco DCA firgoofhg dricJsresses were inspected
oven t$e c'sterrr half of tlre roof 1srel ard rile!:e xeinq)ected orrer
rest of tl'e strucbre v*rere def,iciencies had been fourd, on g\/g7.
Firepnrcfing ttrickrresses are n'ro srrfficient t&rroughout ti-is
As retrnrted ut 9/2/87, tlre densities of firegroofirg s4res taken
frcm tiis stnreh:re e:<ceed UI requirenents.
Today there are no dropoffs of firqrofirg sprq,zed to $re
of rmf dechirg. This area should be viesred again after rofirg
instarhtion is ccnpJ-eted to ensrrre ttrat firepu:oofiry has renailed
irt place chuilg ttre consttrrction activier.
At Terrace Wirq: Ins?ecfion of thicknesses r,ns done for applicaLion
to co1trnns $pportirq lesel one in the area borrded, b,y fines l_ to
8.9 ard L.9 to G.3. Ttro sampLe for ctensier measursnent were taken.
FfELDossERyAroN FEpioRT
'fit_ggF-r PRoJEcTNAM, Woti', bt I edditiorrts
IECHNICIAN STHR OTHR
6.00
Page One
coNTsvc xTFSVC coDE*
x
ACTION TAKEN REGARDING ABOVE ITEMS.
,Jclb Naare,:Job Addrese:eontractor.:
9u ppll 'f en ;'Tnuek No::
CTC Rep.r
RsrnsnkE: At
'cr.E-
Tlaket No.:
:, ,Afr Tsrrp. ^p: EE Time Ttgsted: 9s,gO
ed ?6 Day Stnength (pgl)
15 rnin. over .1, im..f t, go rrf th iqhnssn -
oEt{vEE coLoRADo 80aql
(3031698-rO5O
G,tC PNOJESf TIUMBER
( t-oj. - o-s-e- )TECHNICI,AN gTHR
.i,
wpEoFtNspEcinoN. vrSuAL- MAGNETTCPARTTCLE--, ULTRASONICWELDUENT ;1,
ULTRASONTC . SHEAHCONNE TOH (ACCOUSNCAT}-.*BOLTIENSTON FIREPNq,PFING
€lrmrs srry5nrtfug lsel one of the Te:race Wirg Additm luve
ben detmined at cTC'{stek. Ibese cle'rgities-ecEe5 ut
,l
Sqrl.e 2: 19.8 pcf
ACTION TAKEN REGARDTNG ABOVE ITEMS.
CA w
r.o o?\rr !6em o t;
Ft i:0rC)r>
!ro Lz
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--tl--l-l -r I 'l .ul -l molrnol o ol oiG| o o olo ol o n lir l\rr €t €i-E € -lo -l Jlx rlts sl (O l- Gl I tlt |-? rl|, rlO O -lcr -l-t I
-Ol-Ol {-t rt 13 dlz o ol(o OlFr(a
r61
i-
I
Enginearing Teeting lnsoection
155 South NavE.io
Oenver " Co'l orecjo (303) 698-1050
P.O" No.:
Job No.: 794043
Report Dates: O9/16/87
1A/07/A1
1A /24 /e7
Repont To: Va i'l Ventures , Ltd .
G. E. Johnson Construct ion
ELP Architects
Ticket No.: 19283 Mlx I. D-: Mix A
floon, gnids 1-6 and M-F
2.1 Wr-,/Cu. Ft.: 10q.a Air Temp- ^F: 55
Time Testeci: 9:30
Dey Si,rength (psi ) *p..p'9-g
t
CONCRETE TEST RESULTS
av4zd
Vai I VentureE, Ltci -1000 .5. Fnonr€sE Rci _ hest
Vei'1 , CO €165?
At'Ln: Fr,ank Fneyei.
Test Number:
Job Name:
Job Address:
Cont ractor :
Supp'l ier:
Tnuck i.'lo. :
r-tu Keo.:
Loca'!'r'on of Pou n :
I E t 5C'
Terrece lrfing/pl€za I Vail Coloredo
G. E. Johnson
B & B Excavating
M- O'l iven
Deck sleb first
co.
,FHYSICAL PROPERT*IES
S]umo: 4.0
Concrete Tenno - ^F: 68 Time Betqhed:I 2 34
oOMPEESSIYE STRE{9TH: $oecified 2B
Cyl incier i D
UI
^^uz
u.t
Age (deys)
zcr
.28
Air (%):
Size
0-00
6-00
E OO
Strength (psi)
40YU
416U
44 50
Average Strengt h
r+.5c5
Remaiks: At
Cast:
ocT 1? 1987 f),f''"'^'
s'l ump
CTC-GEOTEK. INC.
with wi th
ffio,
Enginaaring iesting lnspaction
155 South Navejo
D.enver, Col onedo
\ i'\J O.i| OYU- l U)!
Va i'l Ventures, Ltd.
1000 S. FFontage Rci .
Vail, CO 8165?
Attn: Frenk Freys-
Test Number:
Job Name:
Job Addness:
Cont ractor :
$uppl ier:Truck No.:
CTC Rep-:
Losetion r.lf Pour:
80223
West
TbrPtiL
cgucRETE TESr R-ESTTLTF
704043
Report Detes z O9/'11/87
1CI /OA/81
10 /25 /81
Repont To: Vai'l
ul . tr.
SLP
Ventures, Ltd -
Johnson Construction CO.
Anc h i tects
SEP e3 19Bi
trJAi\JSFiELD.
D-dte -:€s€;=T6ttot-d4
PHYSIS{I RqqPERrrEs
D lUmD: J. 15
Consnete Temp. ^F: 60
Time Batched: 1223
18S31
Terrece Ning,/P'l szs I Vail CoJonado
G- E. Johnson
B & B Excavet ion
M. 0l iver
lst f 'l oor deck s'leb,
Air (S) z 2.O
Ticket No.: 1929S
Mix I.D.: A
at 8-15 end O - C.
hft .,/Cu . Ft - : 145 .1
COMPRESSIVE, STRENGTH : Specif ied
AiF Temo- "F3 49
Time Tested: 8:15
28 Day Strength ( ps i ) -gpp.g
Cy1 inder ID
UI
Remarks:
Age (days)
7
Strength (psi)
.t I ou
Average Strength Size
5.98
Job No.:LTD
DENVER. COLOFADO E0223
(303) Es8-rOsO
CTC PBOJECT NUMBER
f 7 0 5'- 0 3 9 I t
- - ---,
D. Did<ne1er
PUl,lCH LIST llEM
-
TO
-
FTELD OBgERVATIOI{ REPORT
pRoJEcrNAMg T{estin eteVlerrEe lvj.':rry
TECHNICIAN ST HR OT HR CONT SI'C XTR SVC CODE *
8.00 x
wPE oF INsPEcToN. vtsUAL X . MAGNETIC PARTICLE__ ULTMSONICWELDMENT-,
ULTRASONTC- SHEARCONNECTOR (ACCOUSTTCAA-.---_ BOLTIENSIoN FIREPROOFING
WERE ITEMS BELOW THE MINIMUM PROJEST SPECIFICATIONS NOTED? YES
-
NO
-
l a
HH
ITEM NUMBER DESCRTPTTON/LOCATION I 9
Vj-sual iJtseetion of ttre strrrctrrral fteing ard onnectiqts was
erdr:cted at L,1 franing of ttre hote.L thk. fhee itens fount o
deviate frcm.tlre $IFplied set of dra'thgs were added to tlte attadleal
list of cutstarditS ,tiscrelnncis, itss *15 ad *I7, (please refer
Inspection of bar joist welds nas corrir:sted at the foltcnrilq
loc.tions; LI ard L2 franirg, hoteL link; L2 f::anrirg, Terrace Wjrg'
6 tD LA/A to c, at3l 6 tE L7/c rs c. those !5e1ds folrd to be
inadeqr:ate or nissirq r,serre narked as srsh for reSnjr.
Inspection of bolt tensionirg was orducteil at :'1 1 points rttrere
beans frae iJlto corrrlur webs ard t2 frililgt rrttrich had to be
tightened by had. Ehose @nnections stiLl forrd to be lmse were
ruarked as grctr for rg,cork.
IIre above iffomation was girzen verbally b LPR frectjion forman,
Joel.
ACTION TAKEN REGAROING ABOVE ITEMS.
o
CENTER COLORADO TEST
tSSSOUTH i{AVA,O
DEIWER. @LOR^Df) WAz:g (sl 69E-r050
LIST OF OUTSTANDING DISCREPANCIES
)
Location : t)q,n^-t 4zlr=r- Yaza.elJ*lobt: zososq Dslg '
Inspector:Page: 4l o
)
Iten f
STRUCruRAL MECHANICAL AND MAIERI.AIS IETiTINC
HrilcH ugTmm (sit)€98.t050
CTCPNOGCTilUMBER
(LL5--q_Le-_)
lErCHt{tCtAN STHR OT:HR CONTWC XtF Srrg
TYPE oF lNsPEcnoN' usuet x , MAGNEnG pAFncLE-_ uLTRAs('NTCwELDMENT-
ulTnAsoNrc . sHEARcoNNBcroR {AccousncAu B'LTTEN''N_+ o"ar*f,*.
Y{ERETTEMSBELOWT}iEMINIMI'MPRA'ECTSPECIFICATION.NOIED? VES - - NO- i
,],
t
FIET.D O8SERYA?IOfI REFOffi
FNO'ECTilATTIE
mM NUMBER DEscntmorlrocAnon I
Visual rei"nsSrectto of prerrlcusly reJectd bar Jolst rdelds
ms @[.IhtcleEl at L2 ftmi.ry E_B to M4 to 9.
AlL reryairs were fcund to b ary]ee ad vianlty
ACT|oN TAKEN HEGARDINGABOVE ]TEMS.
-{o
><F.?:dgleFt .'F.Qts.5 F-O !-
c/l<o. o
ll -: .t F 6n q ;t r-O F ,r( = o lJl r+ O Tl{!t.H0a o oF Y-{o intrt HO g 0-
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2 I
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tq lr l\9 ll
lYr \cq u\
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85'3 E :9 7 o!
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ffi (3031 8S8.1050
CTC PROJECTNUMBER
( -rc5-- l_:_ g_ )
rt,d!4_q',jrid,, j;;:1! F: !.9., ' t, . ;:':+,. ttr -:-: ,: ,:,, i.l.f ;::i;,*,lig!giig9 ;r:l*ijJ :
PUNCH T|sTr|EM-TO
FIELD OBSEFVATIOT{ REFORT ourEE4-*stin notef PROJECT'iIAME
TECHNICUIN ST HF
s.00
OTHR coNT Sn c
x
xTR Strc ooDE t D. Didsnelrer
WPE OF INSPEC'I1ON . VISUET X , MAGNETIC PARTICLE -----.- UITRASONIC WELDMENT ,ULTBASONIC_..-. SHEARCONNECTOR(ACCOUSNCAL}-_,sOLTTENSION
HREPROOFING WEBE lrEMs BELowTHE MINIMUM pBoJEcrspEcrFrcATroNs NorED? yEs_- No .
ITEM NUMBER
ACTION TAKEN REGARDING ABOVE ITEMS.
LPR Erection foreoan, Joe, was verbally given tlre above infomation.
DESCRIPTION/LOCANON
visual lrupection of the stnrctrral. fraing ard connections rms
oorrluc'er at Ll of ttre Terrace Wirg Additi@, gri& E to l?, C to G.
f,hose itgns fcud to desiate frcm tj,e supplied €et of stn:ctt'a'
dral,rings r*ere imryorated onto the atta&eal .Hcf, 9f otrt-starrlirg
diseegnrries, ftsrs *lg t}tnr *22 (please refer).
vistat furspe*non of trre renairring bar joist rerds rms aorducted
at L2 of ttre Terrace WiJE anf r*ere fourd..b be installeil ani
vis:ally accqtable.
Bar jo5.st roelds r'ere also inspected at IJ, c.3 to MA to 9. ltose
welds fourd to be rejectable were marked. as such fon retrnir.
rttspe*non of floor deck grdctle rder-d,s rras aqductecl at !,2, betveen
grids G.3 6 W to 9, includirq the Eotel link, and. were fourtt to
be irctalted and aci:eptable.
155 SOUn{ ilAvAro-
DENI/ER, COIoRADO 80223
(303) 8g&roso
CTC PBo.IECT NUMBER
(: o-5- p- g- e-- )
PUNCH Ltgr|IEM_TO, , :*{gtw-FIELD OE9ENVATION REPi'FT
PROJECTNAME
IECHNICIAN SI HR oTHB coNTwc
x
Page I
XTFSVC CODET
3.00
wpEoFtNspEc'oN- vrsual r, MAGNmcpAFncLE_.._" uLTHAsoNtcwELDMEN?-_
ULIFASONIC . , SHEARCONNECTOF (ACCOUSTTCAL)-..--.-.-. BOLTIENSTON FIHEPHOOFING
WERE lrEMs BELOWTHE MlNlMuM PRoJEcrspEctEcAnoNs NorED? yEs_ No
IIEM NUMBEF DESCRIPTION/LOCATION
Visual reinspection of perio:sly rejectcd fu. j"irt,r.fO" ,*s
cordrrcted at L2 fraing. AIt reSnirs were fourd to be acq)tete
ard acceptabl.e.
Vj"st:al reinspection of itss #5 thru *L5, frcn CItrts tist of
diseepancies was :Leo corducted. .Results are'as follcrm:
rtsns +5r *5, ard *7, base plate oorditions have rpn been "porred-
ovetr'. It ls suspecbed tiat'repirs to base plates did rpt take
Place. Ttrese it@s wirt l've to be addressedt by the erginw orr
reco:ril as yet requiriJq reSnir or accepta&ile as-is.
rtsts *8 tllru #13, the rejected bean to are ao*ectionE, as Herl
as bem to CIP realt connections, are still rrt fr:lty repaired. A
clEsory wark-tlrough was rnade with G.E. Jahnson sr4lerintenient,
Chuck, to point cut t}ese connections
ACTION TAKEN REGARDING ABOVE ITEMS.
t55 South t{8t ajo
D8nr€r Cotorado 8@3 3q| 698 toso
ITEM NUMEEF
PROIEST*
DATE
PAGE *
DESCRIPTTON/LOCATION
rteu $r2, tlre rejected hean seat argre to crp wall oorurection, arso
rsr has a 3"x3nx1r/4"x4n (b:be steel) shfin bebdeen beaa arrl seat,
t'erded all-arerrrt to boft bean ard seat. $ris oDtition urilr ar.so
barre to be addressed b!, the ergineer qr remrd.
Itstr *14, beao to coluun carurecLion, cigilally missrrgr (1) of (3)
bolts, has rsrr bee'welded. rhis cordiiton wirt require rerrierrv ard
approval by the ergfueer.
Itetr *15 nas found to be repairedl as detaiLed lrrrl visralty
2of2
ACTION TAKEN REGARDING ABOVE ITEMS.
-l
\I \l
N)* * Hfr m m o\11 ," 3 ili z z :i
3 S az @ E o-.l mmx r I -ox
O O .r- t 1t 1 X>I s B9
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CTC PRq,ECT NUMBEH
(ao-.- o 3 e )
F'ELD o'sEnv ro" r.TT _
PuNcH t'ifl ;aji .-
PRA,EC?tttAr,-
O. nidanryer
TECHNICIAII STHR
7.00
1.00
OTHB coNTWc xrR s\rc coDE,
x
x
(Report)
-
__
TypE oF tNspEcTloN. vtsuAt x , MAGNETIC pAHncLE , uLTRAsoNlc WEIDMENT ,ULTRASONIC , sHEi{R CONNEGTOR (ACCOUST|CAL, , BOLTIENSIoN__......_...._ FtREpRoOFtNc WERE lrEMs BELow rltE MtNrMuM pRoJEcr spEcrFrcAnoNs NorEo? yEs -- No _-
ITEM NUMBEF I
E n o
o o m !DESCFTPTION/LOCATION
Vj.srral fnsection "f U f"
the Ten:ace !{Jrg Addition, trri" a"t". those itqs founr to de'tate frm ttre suppfied set of st'rcfilral drawirgs, arn/ar inaoplete
i'tmsr s'€re fuporprat€d onto trre attached rist of ortstarrtirg
diseepanciers, itsns #23 tnru *30, (please refer).
Bolt tensionirg inspectiCIn ms cordr:ctdi at L3, G.3 to M/L ta 9, on tnose bearus franing irrto o'ur rsebs. .Alr...aonneceions teted were fourrt to neeq ard geneu:aUy e:rceed,tension aaquired by the l_eJeune gun ard were markert. accqrtable.
Inspection of bar joist weld_s was orrlrrctecl at L4, G.3 to 4,/f to 9.Alt joist raerds were f",,,,t to be furstalled anl vlsually accqtabJ.e.
Above infomation was girzen ve$ally to LpR Erection forqan, .foel.
ACTION TAKEN REGAFDING ABOVE ITEMS.
,)
I
fitoltl088-r05o
CTCPFO.'EGf NUMBEF
(JgJ- 0,31
FtEt o oaSEAUATtOil iEFOnr
PnorEsr*rrE ryip .edditlon
)
O. Ottu1en
TECHilENB STHR .O'HR
1.01)
-i-r._
__:
-TYPE OFINSFECI|ON.x VTgUAt -. . MAGilEflCPARNCLE.-, ULTRASONICWELDUENT
ULTRASONTC - $.TEARCONNECTOR (ACCOUSnCAL)_-_.-BOLTTENS|ON__*
U'ERE
'TEMA
BELOW TI{E TIIINIMI.'M FHO'ECT SPECTFICA'ONS NOTED? YE' UO
|TEMNUMBER
Vj"sral :reinseeeUcur of greriorsly reJectedl bar JoJst relds
wag qiluctedl at rJ fimLq G.3 to li{ w g. xhese repairs
we loundl 5 56 c'rnErlerte ard aocqtable.
ACNON TAKEN FEEABDTNGABOVE rTEMS.
155 $outh.Navajo
Denven, Co] onado (303)'698-1050
Test Number':Job l{ame:
Jsb Address:Contr€ctor:
Supp'l ler:
Tnuck No.:
CTC .Rep-:
Locetion of pour:
Csst: O8/19/A7
18686
Ternece hling/p'l aza Val'l Co] onado G. E. Johnson
B & B Excaveting 10-30 P, Nor.d'lund 4th 'level g'l ab on
f
Ticket No.:Mix I.0. :
deck at 'l ines Y
18918
(A)
to Z ond 23 to 2F
40223
o
coN.cRETE TEST RESULTS
P.0. No.:
Job No.: 704O43
Report Datesl. 0E/26/g7
09 / 16187
1A/W/81
Reoont To: Vo i'l
{.:. B-
8Lp
Ventures, Ltd.
Johnson Construction CO.
Arc h i teqts
Vail Ventunss, Ltd-1000 S. Fr.ontage Rd . hfeEt Vai'l ,.CO €165?
At,tn: Frank Fneyer.
PHYSTCAL,..PRpPqRTI Eg
$lump:4.5
Conorete Temo. ^F: 63 Tlme Batched:
9OMPRE$SIVE ;S.TRE{.FTH : Speqif ied 28
Air (g): Z-2
Size Strength (psi )
5.99 3210
6 .01 4450 6.00 4630
Wt./Cu. Ft.: 143.8
Cy1 inden ID
01
o2
03
7:26
Age (days)
I
2A
28
Ain Temp. ^F: Ss fime Tested: 8:35
Day Stnensth (psi ) .-,9gQg
Average $tnength
4545
--';r4.J---:--CTC-GEOTEK, INC.
Remsnks:
I
155 South Navajo Denven, Co'l oredo (303) 698-1050 80223
Cset: AS/21 /A?
1A? 10
Ternece lriing/p.l aze I Vail Co'l onado G. E. Johnson
I -A B Excavating 3-e P. Nord'lund
E'levator. cone
9,9NQBFTE, rFsr RagyLIS
P.O. No.:
Job No.: ?04043
Report Dares z Og/2g/gz
09l1A/87
10 /05/87
Report To: Va i'l
\:.tr,.
SLP
VantuneE, Ltd.
. Johnson Constnuct ion C0.Arch.i tects
Vei'l Ventunes, Ltd.
.1.099 S. Fr.onr€Es Rd. hesr Va'i'1, CO gi6d?
Attn: Fnank Freysn
Test Numben: I Jqb Neme:Job AddneEs:Contr.6ctor:
Supp'l ien:.Truck Nn.:
CTC Rep.:Locatlon of pour.:r.)
Ticket No.: 18990 Mix I-D.: 5930
e'levation .lS?,10" to 16g,5"(6th and laEt 'l if
Air (t):!{t./cu.
ot
1 0:45
Ft. : 133. 1
S i ee
5.99
5.98
5. 99
Avenage Strength
4505
:/
'1..-'. lt:'.'' /
PFTYS,TcAL pRopFRTrE€
S'lr.rrnp: 3.25 Concnete Ternp . ^F: gg
\t'tmE ts€tched: 10:0g
CP!!?RESFIVE.STEEN.GTH-: $pecr.f ied 28 Oey Strensth (psi ) ..iopg
Cy] indon ID
o1
g2
9it
Reoarks: Flant l{ater
Age (days)
7 ls
28
tr?
Ain lemo. ^F:iime iested :
Strength (psi )
3020
447 A
4540
t /;
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DETIIVER. GoLoMDo 80223
(3031 698-f0so
CTC PRO,ECT NUMBER
( z n c'--o_3-9_)
PUNCH LISTITEM_-IO
FIETD OBSEFYATION FEPORT
PRO,ECT NAME
TECHNICTAN ST HR
8.00
OT HR XTFSVC coDE*coNT svc
x
TYPE oF lNSPEcno[ ' vlsuAL x ' MAGNETI. pARTtcLE
-.
uLTMsoNrc *EL'MENT .--ULTRASONIC.-- SHEARCONNECTOR (ACCOUSTICAL)--- BOLTTENSION FIREPROOFTNG *ERE lrEMs BELow rl{E MtNtMuM pFoJEcr spEcrFrcATroNs NorED? yEs
--
No
ITEM NUMBER DESCRIPTION/LOCATION
visuat uspection of tlre stnrctr-rral franiry.oa .or,r*.tion,0.,
corducted at L3 f,rarcirg of the Terrace Wirq Addition bet,reen
Grids f to !4/I to 9. ftsns fotnt to de\riate frqtr approveC set
of stn:cturar d:=rrrings were inoortrpratsl onto t'e attached .rist
of outstarriirg discrelarcies, (*3f, *32) please refer.
visual i.nspesUon of the bar joist welds was conductecl
at Iil frmirg betveen Grids 6 to l2l/A to c. Those welds fourd, to
be rejected were mar:ked as such for rq:air.
BoIt tensioning otr the 3/4 A325 bolts was beirg cqrqlj.eted fu
LPR tttis date at L3 framirq.
visual inspection of colunn splice welds was corducted at r..2 frarn
irg A to E/6 fD 9. These were yet accessible ard acceptable.
Rest of connections are Doh? covered by pour.
ACTION TAKEN FEGARDTNG ABOVE MMS.
Above irrfomation was given verbally to LpR Erection fors*n, ,Joel.
L{1 lil
liH tli
t:l
ft
t.l t,
li
li I
/'t
DENrcR. coLoneob eoazs
(3091 8g8.to5o
CTC PRO'ECT NUMEER
( " o o"--o-:-g- )
FIEI-D Og.SERVATIOT{ REPORT i-oers PROJECTI{AME
IECHNICIAN STHH OTHR CONTSVC
8.00 y
PUNCH L|gT NEU-TO-
--'----_
xrn sllc coDE *
TypEoFrNspEcnoN. vrsu* x . MAGNETTCpARncLE-._-- uLTMSoNTGwELDMENT ,
lltl3li^----lEA'coNNEcroR (AccousrrcAL)--BoLrrENsroN
FrREpRooFrNc WEFE trEMS BELowTHE MIN|MUM pRoJEcrspEcrFrcATroNs NOTED? yEs_ No
ITEM NUMBER
DESCRlPTION/LOCATION
Visual of the strrcteral fiefuq * *r'r""O*rE
aorducted at L3 f,ranirrg of tlre Tenace lgirg Addition betreen
Grids E to !{r/f b 9. Itsus fdrrd to de\,,iate fi:uu al4rorai set
of stflctrrral dratrrirgs wee irrcrlu:atsl .nto the attacrred .rist
of otrtstardjrg disaepancies, (*31, *32) please refer.
visual inspection of tfie raainirg bar joist werds rms co'iuct€al
at Ij! frairg be!,oeen eids G to 12fA to e. ftiose weLds formd to
be rejected roere uarked as such fc regra:ir.
Bolt tssiorrirg of the 3/4 A3ZS bolts tlas beirq ccryl_eteal by
I"PR tiis date at I..':t fraojry.
visual l'spectJon of colmn sprice rrerds was cordr:cted at r.,2 frarr
irq A b p/5 ts 9. these nere yet accessir,le ard acceptable.
Rest of connections are no^r aor/ered by pour.
ACTION TAKEN REGARDING ABOVE ITEMS.
Above irrfornation rms given \re$ally tg LpR Eres.icn forgnan, ,Jc[..
a
0,
o
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D_ENVEB COLORADO 80223 (3ollr 898.rogo
cTC PnqrEcrNduaen
( -zclf- --o--rg )
PUNCH L! TNEM 79 FIELD OBEERVATIOT{ iEFOFT
PROJECTT{AME rGsd! etet
D. Dtclcngfer
]TEM NUMBER
ACTION TAKEI,I FEGARDING ABOVE ITEMS.
]ECHNICTAN STHR OTHR
6.00
lilRSVC coDE,coNTSlrc
x
TYPEoFINsPEcnoN' rosual x, MAGNET'.'ARTT.LE-- ,LTFA''NI.*ELDMENT-,
,#illi"',^_il:::.-"::.:t"R (AccoustcAl).-. BoL?TENsroN FrREpRooFrNG *ERE lrEMs BELow rHE MtNlMuM pRoJEcr spEcrFrcATloNs NorED? yEs ._- No
DESCRIPTION/L@ATION
VistEl inspectnon of t.|e renainirq strr:ctr:ral franirq ad
ms aqxtrcted at L3, this date. rtems fo,rd to de\xiate frm tfie
srypfi.ed set of drarr,irgs, or jr:st irrccrqllete, uere added to tie
attactred list of outstardirg diseeqnncies, itsns *33 tl,ru *3g,
blease refer).
vi'sual inqection of raminirry bar joist we.lds rias corducted at
L4 ftmiry A ta D.6/6 to lG. Ilrese required fi.l1et r*erds were Frl foud to be jnstailed ard acce5rtable.
Copies ef a]r diseegnncl, lists are beirg suppJ.ied to G.E. Johnson
l,i't*
t4 fi: -l A1 J
i-ii.
ii
)-i
t
'i i
r:jl
.,
frffi
l303l69et030
CTC PRO.'ECI NUMBER
(: o-i- -.o. .r -e_ )
FIELD OB9ERVA"IOI{ REPOFT
wPEoFlNsPEc'oN' vtsuAL , MAGNETTCpARttcLE-. uLTRAsoNrcrIEIDMENT x ,ULTRASONIC-- SHEARCONNECTOF (ACCOUSTICAL}-_- BOLTTENSION FFEPROOFTNG WEFE ITEMS BELowTHE MTNIMUM pRoJEcrspEcrFrcATroNs NOTED? yEs.-- No
ITEM NUMBEF
DESCRIPTION/LOCATION
ul'trasonicarty inspected s!rcp fabricat€al beil sptices for mf
gable bents, onsite. For results of test, refer to attached U/I
relgb da@ 9'124/g?.
ELfr elFfrEFvATfoN REpoFT D,,JIE gn4/97 -
PROTECTMME l€sttn Fotel
TECHNICIAN ST HR
2.00
oTHB CoNTSVC xrFs\,c coDE,
1.00 x
4,fe^
PuNcHLlsrm "-W
ACTION TAKEN REGAFDTNO ABOVE TTEMS.
EE$ 8
s.6E 0
E8; g
PF J E6E ;i So B2
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tinuity
E[evation
'. t55 Sodn Nsvap
I Oenvar Cddado gO2Z3
s3 6S 1050
CTC PROJECT NUMBEN
{70s -0 3 e t
-__,
FI ELD OBSERVATIOT{ BEPORT
PROJECT NAME
a
PUNCH
Westir Hote
D. Diclaneyer
TECHNICIAN ST HF
6.50
OTHR CONTSVC
x
Addition
xTB SVC COOE It
wPE oF lNsPEcTloN' vlsUAL --.-.----_ MAGNET|O PART|OLE ULTBAsoNTc $/ELOMENT x
uLrFAsoNlc SHEAR coNNEcroF {AccousrcAl} BoLT TENsroN FrREpRooFrNG
WERE lrEMs BEtow rHE MINIMUM PRoJEcr sPEclFtcArtoNs NorEo? yEs -- No
IIEM NUMBER DESCRTPTION/LOCATION
Ultrasonic inspecLion of fu.l.l penetration rof bent,
splices, rras conducted. at Midrest Steel Fabrication
Refer to the attachei UA retrprt, datrf.,9/2g/g7 for
jJrseecdon.
beant to
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155 9or.lth Nevajo
0enven, Col onado (303) 6S8-1050
Voil Ventures, Ltd-
i i:fi0 3. Fr.r;'rl..rrlsr Rtl Veil, CO 8169?
Attn: Fnank Freyer
Test Number:
Job Nsme:
Job AddnesE:
Contn€qtor:
Supp'l ier:
Truak No.:
CTC Reo.:Loc€tlon of. Poun:
80223
t4est,
colfcRETq. TEST RESULTS
P. O. No. :Job No.: 704043
Repor.t Dates : 1O/06/97
10/27 /A7
11113/87
Reoort To: Ve i'l
\:-c-
SLP
@rt cest: 0s/29/a7
1099?
Tennece Wing,/P'l aza I Vail Co'lorado e. E. Johnson
B & B Excavating
3-9 M. O'l iver
Deck slab on the 4th
MU9
Mix A/ NON ENT>
Ticket No.
Mix I. D. :
f 'l oor
8'lurnp: 3.?5
Consrete Temp.Tlme Batched:
Air (*):^F: 59
6.29
3.4 Ain Temp. ^F: 42 Tima Tested: ?:30
?,it . /c.., . Ft. : 141 .3
fr"
Venturss, Ltd.
Johnson Construction CO.
Arc h i tects
CTC-GECTEl<
hgineerins lw;ting-TE|Ftffi
QO.SPRESSIVE STFENGTH: Specif ied 28 Day Strensth (psi) ..ggg-A
Cy1 inder ID
01
Rema ri<E l
Age (deys)Size Strength (psi )
.t I tu
,:.r
it/t'YiL:'"'
r1....-.rr.ag€ Strength
:)
/lt.>'l1'ocT 1 21987
CTC-GEOTEK, INC.
155 Sodn Navap
D,en€i Cdlorado 8OA3
303 gs8 1050
CTC PROJEGT NUMBER
(rul- -a-r_e_ )
PUNCH LIST ITEM
-
TO
FIELD OBSERVATION REPORT D,fE 9/8/87
TECHNICIAN ST HR
Qqn
OT HR coNT svc xrR svc cooE *
TYPE OF INSPEC1ION . VISUAL X , MAGNETTC PARTICLE ULTRASONIC WELDMENT
-.==ULTRASONIC -.--_ SHEAR CONNECTOR (ACCOUSTTC^L}
-,
BOLT TENSION-. FIREPROOFING
WEFE ITEMS BELOW THE MINIMUM PROJECT SPECIFICATIONS NOTED? YES
-
NO
]TEM NUMBEF OESCRIPTIONILOCATION
vi"sual inspection of the strrctrrral fram:ilg ard, aonnections was
oord:cted at L4 this date. Ehose itsrs fourd to be rnissi-rq ard
or rejectable were added to the attaclred list of outstarrcLiJg
diseeprcies (*39 thru #41) ploase refer.
Corrceu:niry trrerio:sly rejected itans, LL thru Ll, especially beam
to @re orurections, ro repairs have yet been rnade, as of ttr:is
date, ani are begirudry to be "ccnersl'. G.E. Johr:son lras again
fufouned of this.
t.
@LoRADo r=o *Q,,n".
165 SOt Ifl }{AVATO
DElaEn @|oBAOO8@At
(s3l oso.ren
LIST OF OUTSTAI.IDING DISCRTPANCIES
Location:JJar -r^,_Jobl : zoscr:? Date:
Inspector: Dub.g<Jnrur,a_ page: -z of
Iten I
6TRI.'CTUNAL UECHAAIICAL AND MATERAIS TESTING
PROPOSAL
REQUES'r
AIA DOCUMENT G7O9
PROIECT:
(name,
OWNER:
TO:
OWNER
ARCHITECT
CONTRACTOR
FIELD
OTHET
f,gl-tT,
tzl tr
PRoPoSAL REQUEST No: 7l -T+f,tf f hl,
DArEr 7- Z7 - b7
_.I ARCHITECT,S PROJECT NO:6310.00
87l3r.3 PR
CONTRACT FOR: General Constructlon
J CoNTRACT DATED:'' 15 Aprll 1987
Please submit an itemized quotadon for changes In the Contract Sum and/or Time incidental to proposed modifica-
tions to the Contract Documents described herein.
THIS IS NOT A CHANCE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN.
Descdption: (wrltFn dlrrtlptl'on of rfr! worl)
fr.ttolwKcnttg64rl6 -vspfs GO) :
=5-*3? b nN&E fre FkTtNl aa a'ft'NN6,
EfcLueNO at-as*. (rc- G. nurqidrtrOly*LY
TbJ, ^ hl{Wlt\t€zTr^l6t -rcq€ (O t'%,lafl CUt# @*4 eAL* ffi>
Attachm€nb: Ult sttsdcd doa||! uflr rhrt ,uppon do.crlFtionl
OE Johnson
310 S. 14th Street
CoLorado Sprlngs, CO 80904
:-lffiu-Pteza Buildlng rlhase-I ltotel Addlrtoal ValI, Colorado t-)
VaiI Ventures
ARCHITECT: SLP, A PROFESSIONAL CORPORATION
BV: t,
AIA DOCUHEI{T GND . PROPCISAT REQUEsT . APRtt 1970 IDITION ' AIA@ ' @ 1970 ' THE
AMEn|CAN tNSTmrrE OF ARc}|mCIs, '1735 NEW YORK AVE., N.W., WASHINGTON, D.c. 20q'6
lt^--
ONE PAGE
t
('
LIST OF OUTSTANDING DISCREPANCIES
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Location: t^b,rrt 4"g- V<.ingDu*lobl: zososR Date:
Inspector:Page: 4 of
ftem
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STNUCruML MECHANICAL
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MATEEAIS TESNNG
ti I
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STRUCruNAL MBC}TANEAL AAID MAIERI.AI,S rESrn|C
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Jobl: zosoa? Date:
Pages Q of
. OOLoRADoTESI
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LIST OF OUTSTANDING DISCRIPAI.TCIES
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SIIRUqTRAL UECHAilICAL AT{D r'ATERTALS IESNNGI
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DATLT REPORT: OISIE INSEIICN
LOGTTION: 1Ftin-trlaze
JOB NO.705039
PAGE
DAIQ: 8/4/87
Servtces
Contracted Extra
x
OF
Servtce
Code
Hrr.
ReB. O.T.
8.00 INSPECTOR D. Diclsrever
visual of tle bal joist \delds rras corducted at thijd level
ftilriry of the lvesth Plaza Bril-ding, Phase I, between grid.s 21 lD 28n te Z.
all reqr:lrea fillet welds were for:nd to be iGtalted ard visnrty acceptable.
Bolt torqqe inspe*non of tlre 3/4|| dianeter A325 bo].ts rms cordr:cted
at tlre scond Lstel freiry of ttre resLin PLa".a Bdrdirq. Those bolts
aeqessible to tlre lerjgene gun, baring tips sheared off, rere fotlld to be
acceptabte. Bolts located jn ttre webs of SErianiten:rd interior colttruts,
rd'lich were hard tightenedr hY the "turn;of-tbe-nut-methodn' Irere fourd to
be Lmse.
lltrile onsitel tpgtg\/€r, LPR personnel re-rcr}ceil said connecLions usitg
a 'strudn wrench, arri "ctreater bar". - Reinspednon rerrealed tbse conrectiOns
to tse @t tsuion requirqlents.
I-,ER foraalr Joel allt G.E. ,fOhnsOn sr4:erinterrdent, cbuck, were verbalty
infomed of the abo\te.
Structural , Hechanlcal and Materlale TesEtngs
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ffi (3031608.1050
FIELD OBSERVANOI{ REFOFT
PROJECTNAME
TECHNICI,AN ST HR OT HR CONT gVC
5'30 0.5 - x
Wes+i:l HO+e.l _Tqrrrce I.l{ng A.lC{t{clr
t,
PutitcH LtsT t?EM To
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7
o
CTC PBO'ECTNI'MBEF
l7 0 4 '- 0 4 3
TYPE OF TNSPECNON. VISUAL X , MAGNETIC PARNCLE , UTT.^SONIC WELDMENT ,ULTRASONTo-__ SHEARCONNECTOR (ACCOus_rtcAL)_,BOLTTENSIoN
FtREpRooFlNG *ERE trEMs BELow rHE MlNtMuM PRoJEcr spEctFtcATroNs NorED? yEs _ No
ITEM NUMBEH DESCRIPTIONILOCATION
4T itI mlll 'oo {-l
Perfo ned visr:ar inspection of rebar placed at the follqrino
grid leation:
l) Elevator core, tift #1
Ftoc-6tog.s
Eleqation 100'-0 to Lllr_3
6 #9 x 8r-0, 3 each T & B over der will not a1lqr for
sufficieurt develoFnent cleara'ce if praced i,' a rcnr borizontarly.
As per contractor, place 2 bars T & B of bean, arxl. tlre ottrer 2
bars in tlre sides.. (Contractor stated, tlris was atr4xoved by fte
structu:al erqi.neer)
tdo otier rejectabJ.e deficiencies r/,rcre noted.AcrroN TAKEN FEcARDINo aaovE Feus.
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F oENvER. cotoRADO 80223
l3O3) 698-rt05o
CTC PROJECI NUMEEF
PUNCH ttST IIEM _- TO
FIELD OBSERVATTON EEFOR?
coNT SVC
x
xTR SVC CODE *
7
wpE oF rNspEcroN. ,rr^,- x , MAGNETT. pAFncLE _, uLTBAsoNrc *ELDMENT
,
Ii.Tllli"., ^_ *r.l:1:.:oNNEcroR
(AccousrrcAL) _--..----' BoLr rENsroN FrREpRooFrNG *EFE lrEMs BELow rHE MIN,MUM pRoJEcT spEclFrcATroNs NorED? ves --- No X
ITEM NUMBER REEAR INS:PETIOI{DESCRIPTION/LOCATION
1) Eleyator core walls located at grid ljrres 6.7 to g.5_G to F
eleyaLion 11Lr-3 to 123r-0 (2rd lift)
North ani souttr ua1ls: I.our *9x6r_I0 vertical bars not placed abwe
each dmr openirg, (3 doors total) - corrected, dr:rirg the oo'rse of
the inspection.
No otlts deficiencies were rDteil.
2) Fqrdation waJ.l at pa.tio area on line F.g-9 to Ll.5 includirg
srirg watls scuth of line F.g at lines lO ard lL, and. t;rall ' section of lirre g-F.g to c.5.
wing rral1s south of line r-g at lines r-o and 11- Rebar needs to
be centsed wittrin tfie wal1 thickress. corrected durirq trre cor:rse
of the inryection. No ot}er deficisrcies \,rere ncted,.
l{dIE: *5 s'l^h do,rels wilt be "rcet_stabbed,, after cor'rete
ACTION TAKEN REGARDTNG AEOVE ITEMS.
PRA,ECTNAM=
TECHNICIAN ST HR OT HR
3.00 _,
DAILY REPORT: slrqr, Alr e Tepelratrre JOE NO. ?04043
LOCATIOI| : IGsrl.n bt€l ternce, Wtuq Aitatitiqr
PAGE T
DATE:
(r,?Jt v.
OL
8/rr/87
Servlce IlrB.Code Reg. O.T.Servlcec Contrected Extra
Y
IIfSPECTOR p..r11 rq.'..trrn;r -7
Perforoeal s1lqn, aix arxl tqerau:re tests on cotrcrete derivened to
t]re above j& site for G.E. Jo&'rson. B e B E<cavatirg suppried tlre aoncrete
r*itl' a ni:r rD of 5930. AIL test saples sere obtai'ed i,' acco'rdarce
witlr Ass{ c-L72. 'AlL orsete tested was rritfiin jcb specification.
Average SIqx 3 V2"
Ar,reage Air: 5.0
Avergge Teqr: Z9 degrees
chuclc of G-E- '.Tohnson was sbscn tlre results of ttle tests. For
adilitional information, Eee tle attacbed data steet..
9tructural , Mechanlcal and Materlals Testtng
IT F
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J
El I
El
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er fI
Flfl
HI
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DAILT REPORT: SLT loRQuE 8EINsp. JOt NO. 70503e
LOQtTIOtf : Ibtln Plaza nrirdjryAhase X
Servlce HrE.Gode Reg. O,T,
2.00
PAGE OF
DATE: eA2/87
Servlcec Contracted Extra
x INSPECTOR D. Didoelleuc
Bolt tcque reinspection ms cord:cted on the 3/4" diareter A325
bolts' pevJously uarked, as lmse, at botlr Lerrels 3 ard 4. Ttree borts
are Ee telrsiqtedl to the Foper requirqtErts ard we rmrt<ed as acceptab]"e.
xhis lnfsrmatlsr was given verbally to LpR erection foraan, Joer.
Structural , Hechanlcal and Hacerlals Testtnge
ETt - Eeore r
DAILI REPORT: CbISIIE JOE tfq. 705039
LOCTITIOII:
INSpECTOR D. Didsne!'er
Servlce llre.Code Ret. O.T.
8.00
PACE OF
DATE:8/L2/87
Servlces Contracted Extra
x
vi-sual inspecuion of the floon deck rrrdd.le rre1ds was corduct€d. at level 3.
AIt required 5/8" g rrddle r.aelds and rveld rmshers were fcnrrrd to be irstal-leal
arO visuaffy acceltable.
visuat insPecEion of bar joist welds was condusted at level 4. A11 reqqired
fillet relds were f.uud to be instarted anl wis,ally acceEtable.
BoIt tolique inqecticr was cordusted on ttre 3/4"dianeter A325 Lejer:ne Bolts,
at botjt leve.Ls 3 anal 4. ltrose bolt-s roted as stift beirq lmse were rnarked as
srch ard their Lmatios g:rnen verba[y to rpR kection peno'rel.
visual fnsPec'tion of ttrA leve1 2 strrrctrrral franiry sas ordug|.ted this date.
A'LL stn:ctr:ral nebens ard connections rrrere fourd. to be accept:ble.
ghe abotte iaformatiqr ms given ve*affy to IipR Erection forsnan ard G.E.
Jdrnson sq:interdent.
Structural , Mechanlcal and Haterlale Testtngs
ot
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155 South Navrr.jo Denver, Colsredo (303) 698-1050 80223
Dete Cast
18632
coN,cRE,lq r.EFr BqsuL,rs ct'p
P. O. No. :Job No.: 7O4O4g
Repcrrt Detes z 0g/20/gi
a9 / 1O /87 09/21/81
Va i'l Ventures, Ltd.
J.009 S. Frontege Rd. trfest Veil, CO At6a?
Attn: Frenk Freyen
Report To: Ve i'l
cl . tr.
SLP
Ventures, Ltd.iohnson Construction C0.Arc h i tects
Test Number:Job Neme:Job Addrqgg:
Cont recton :
Supp] ier:
Truck No.:
CTC Rep-:
Locatlon of
Ter r:aeq,-{r,ling/P'l eze I L\rqa-iJ--C6Toi€do
Air (t):
O. E. Johnson I & B Excavtinc:
o-o
P . Norcl'l und Pour: 2nd leve'l floor s'lab 28 to 27
Ticket No.: IOAAg Mix I. D. : Type oAu
on meta'l deck et 'l'l ines A to B and
PHYFICAL PRO,PERTI,E9
S'lumo:3.5
Concretg Temo.Time Betched:
^F: 68
Q.n,t
a-u
Ain iemp. ^F:
Tirne Tested:
ilt./Cu. Ft.: 142.7 1n
8:40
a8/1a/sIj
Cy1 inder IO
ut
Age (days)Strength (psi)
t.+4u
salrons water added "
iil/'€''
Average Strengt h S ize
A nn
Remarks: P'l an.L water p] us 12
crc-Geor-K " iNil--*
G'FG--GE€lTElt
fngin*lring teting l$mtiol,
4-q* L-
<,F;)F
155 South Nevajo
Denver' , Col orEcjo AO223 (303) 6S8-1050
Vai'l Ventunes, Ltd.
1 000 S. Frontage Rd . lr{est
Va i'l , C0 8165?
Attn: Frsnk Freyer
Test Numben:
Job Narne:
Job Addness:
Contnaston:
Supp] isr r
Truck No" :
CTC Rep.:
Location of Poun:
I CtOg5
Ddte Cast z 08,/13/8i
99N;CREIE, JEsr R,E-q.ULrq
P.O- No.:
JO9 t\o.: tu,lv45
Reoort Detes z A8/2O/87
uvl tu/ 6 t
09/21/81
Reoort To: Vail
G. E.
i)Lt-
Ventureg, Ltd.
iohnson Construction CO.
Arc h i tects
\ .,.'\ .///-Fine/P'Fa!..€{
ado
G. E. Johnson
B & B Excavating
5-O
P - Nond'l und
E'l avetor core we'l I s ,
Iicket No.: 1S435
Mix I-D-: 5330
e'levation 123'0" to 134'?" (3nd'lift)
PHYSICAL PROPERTIES
9'lurno: 4.0
Concrete Temp. ^F: 77
Air (%): 3.8
Time Batched:,t:ul
COIqPRESSIVF STRENATH: Specif ied 20
p.lr | €fnp- r: te
T ime Tested : 4 :2'c
Day St renst h { ps i / .--3..9 j.-0
l4t./Cu. Ft.: 141.6
Cyl inden ID
UI
Age (days)
I
Strength (psi)
4U I V
Average Strength Size
Cl€ r er:/ ons1t'e, -,4ll it / /{tu-tY
Remsrks: 1 .5 hour contr,:ctor
CTC-GE'3TEK, INC.
-l*.!f-rl
ai: i .:::
:nrl
-,
-l
r-11
.:,1
i ..:,
:.
;
l,
:
.,
t.,-L
CTC PROJECT NUMBER
(-zta-__o-g.-l-)
ITEM NUMBER. REBAR INS?MION
FIELD OESERVATIOT{ REPORT
PROJECT NAME
TECHNICIAN
PUNCH LtsT tlEtu.__ TO
oare 8/B/ez
STHF oTHR CoNTSVC XTFSVC 5.00 1.50 X _
Page 1 of
CODE *
wpE oF rNspEcrroN - vrsuat x , MAGNETTC pARTTCLE_, uLTRAsc uLTRASONtc,, SHEARooNNECToR (ACCOUSI
*ERE rrEMs BELow TlrE MINTMUM pRoJEcr spEc,r,,""ot,
----- ,o., **.,il"
*ttlTih;;"
CATIONSNOTED? YES---
"O
X
DESCRTPTION/LOCATION
f) Elerator core r,ralls
cbF-O.Otog.G
Elevation.l23r-o to t34r-7 (3rd Lifr)
Patio forq:ation walls located at lines 9_G.5 to J.5 includirn
wir€l trafk r.^st of line g on liles E ard J.
No deficierrci.es were rpted.
tiulE: *5 s]eh dq.rel-s wilL be ,'wet-stabbedo after aoncete 3) founlatin Wall sectionr fo:rrlation to kt floor level,
located at ttre follc.rirg grjd, locaLi.ons:
17_D.2toc
#7'vertical bar supplied axe appm:<i$ate1y 2'-0 short of e>rtending to tlre top of roal.l_. *7, *g ani tro #6 bars (bun.bs) uere 'sed to splice out the $7 vertical barsi 32,,* lap qilice lergth was
ACTION TAKEN FEGARDING ABOVE ITEMS.
o o m I
t m C.m o {Iocat a.l at ttre foLlouing grid focations:
2)
a --.W
DEmrEB. COTORADO 80223
(3031 698-105O
CTC PRO.IECT NUMEER
( z-u'l -ua-r)
P. llonclhtd
TECHNICIAN ST HR
o
PUNCH
FIELD OESERVA?ION REFORT
LIST ITEM _- TO
PBOJECTNAME
page 2 of 2
OTHR CONTSVC XTRSVC CODE*
TYPEoFlNsPEcrloN' vtsult X, MAGNET,.PART'.LE-, ,LTRA..NI'*ETDMENT-----,ULTHASONIC-.-. SHEARCONNECTOH (ACCOUSTICAL)_-EOLTTENSTON
FIREPROOFING WERElrEMsBELowrllEM|N|MUMPFoJEcrspEoFrcATroNsNorEo? yEs--
"o
x
ITEM NUMBER DESCilPNON/LOCATION
-B-*5 st-r.. dchrers w*r'be 'rwet-stabbedr r,vhen trre top portion ";xlall is pr:red. Garg fornE for ttris waLl are J.2r_0 high. Vuaj.1 ls
a4:u:o:rinately 16r-0 hlgh. ;im of G.E. Jo'nson has reqr:ested to
potr tlte en11 lrt t*o ]irts, rnrith tie approval of Rictr,ard Weixtqdrdt
gonsultiq Engineers.
tb other deficier:cies $e!€ tpted.
ACTION TAKEN REGAFDING ABOVE ITEMS.
b
DAILI REpORTT
LOCA?IOI{:WEstin plaza B:ildirg^hase r
OUSI:E JOB NO.705039
PACE __. oF
DATE: 8/L4/87
D. Dlcdcne5Ter
Servlcee Contracted Extra
x
Servlce
Code HrE.Reg. O.T.
5.00
_.-
vi'sual furspe".non of the flmr deck arrl attachirg prdd.le nelds ras corducted at froirg lerreL 4. AIt reqrrired 5rlg" <li:,neter prdd"'e rnlds
ard ret'r rmstrers rere fq:ni to be instaled arxt visually acceptable.
Bort'torque inspection of the 3/4', dimeter A325 bolts Fas corducted on the rcet sJ'ope of ttre roof freirg- A1' bolts irrspected. were fourrr to neet the aseptable tension requireaents
'rhis infmation rvas given verra[y b r.pR Erestion forsan, ;roel
Structuiel , llechanlcal and Materlalg Testtng
o
.n F.oi.
(r<A^ ^
B .r rr
= '-r Fr x o\ ":l o tJ't 4 ur n {o!B=o -cr X crd
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(a a
r)
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<€ a o oto c 0)13€ €. t. 9 ft
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tu=p.o Ft .+a P.:
(D |n6'(D -6
=
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==-aFn FrhrotFAl N |o NQE N !Jkn o, !J
<z -{ I ch iF f; fr H E
HI "6 Z ;" il II € = i d
;f; $ E H.g
=-q I Fi
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=
e it a2s'ea &it F g e;; * E "-nop.tr
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etei
E.E E R 6tg:
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669
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i 9.*
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ga9
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=2 m va @ ;o; a,
F3!oF m xr !!i. o o g.' a.
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rt ido B'O @t1 <o
lJ. O oo
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Yd
Fr ('o cr cr' tn
OP xtsr Ou p <rn t00 r+ Ft
o
r'l-C:€EB'f
fuinwrlng lstinq lasre;iial,
Va i'l Ventures; Li,ci .
1000 g. Frontege Rd . hfest Vai'1" CO 8165?
,Attn: Fnenk Freyer
155 9outh NeveJo
Denver, Colorado (303) 698-'t050
Teet Number:
Job Name:
Job AddreeE:
Contrector:
Supp'l ier.:Truck No.:
CTC Reo-:Location of Pour:
80223
1868?
Ternace hfing/P1eza
Va i'l Co'l orado
G. E. Johnson
B & B Excavating
3-10 P. Nond'lund
Elavetor ctrr€, Sth
ggFg-RETF- rqsr REsuLrs
P. O. No. :Job No.: ?04043
Report Dates:. 08/26/Sl
s9116/87
10/03/87
Report To: Va i'l
\:-E.
SLP
Ventures, Ltd.
Johnson Cctnst ruct i on C0.
Arc h i tects
-ff" Cqst: oB/j9/Al
I
Ticket No.: 18939 Mix I. D. : 5930
'lift et e'levation'1 46'3" to 1E?'10'
9'l umo: 2 .5
Concrete Temo. -F:
Time Batched:
Cy] f nden.
01
02
U..:'
a4
Age (days)
7 . 28"
,DE
45,
"...1
weter. plus 5
Specified 28
Size
6. 00
c. Y9
o.9E
6.00
Strength (psi )
g t atu
4400
d490
4 630
Avenage St rength
4445
77
1224
Air (E):3.5 Vlx./Cu. Ft.: 143-s Air Temp. ^F: 75
Time Tegted: 2z1O
Dey Strength (psi) ,,..pS,Sp
., '/., !,1
i i-r!..r'-li
ga'l 'l ons w€ter added.'ons ite.
-..ti-';-'i.,
! -,'/r '
CTC-CEOTEK, INC.
Remarks: Pl ont
o
g"qNcRErq rFs: R,E8uLJ3
of,Fe--csFt. oa/19/81 t-!Ll-'
I
Ticket ltlo. : 18918 Mix I.D.: (A)
deck at 'lines Y to Z and 23 to 25
PHYSLp,$L PRoPER"TLES
3'lump:4-5
Concrete Ternp. ^F: 63
Tr'me tsatched:?:26
C9EPRESSIVE,STRENCTH: Speelf ied 28
2.2 Wt.,/Cu. Ft.: 143.8 Air Temp- ^F: 55
Time TeEted: 8:35
Day Sb,rength (psi ) 3.p!"4
Air (tb):
Cy1 inder ID
01
a2
03
04
Age (days)
i,.
7
28 ' ._24.. 4-5.
$tnength (psi )
3210
.' .t o u
d.630
,loou
Avenege 3erength
4545
Size
5 - g9
a n1
6.00
6 - 00
,l
-4/
155 Ssuth Navejo
Danvgr, Co'lorecio (303) 698-1050
8022?
Vail Ventures, Ltci.
1000 S. Fnontage Rqi. !{eEt Vel1, CO 81657
Attn: Frank Freyen
Test Number.:
Job Neme:
Job Address:Contractor:
Suppl ler:
Tr,qck No- r
CTC Rep.:
LocetJon o'f Poun:
18686
Tenreee l,llngr/P1aza Vai'l Co'lorado G. E. Johnson
B & B Excavating
I U-J U P. Nord'lund Itth 'l eve'l s'lab on
P.O. No.:
Job No.: 704043
Report Detes: A8/26/81
os / 16 /81
10 /03 /87
Report To: Vai'l
r).c,-
SLP
Vsntures, Ltd.
Johnson ConstFuction CO.
Arc h i tects
Remarks:
CTC-GEOTEK, INC.
Voll Ventures, Ltd.
1 000 S. Frontege Rd . tdest Ve'il, CO 0165?
Attn: Frenlr Fneyer
pHYSI-CAL PR9PERTTES
9]urnp: S-25
Concrete Temp- ^F: 68 Time Batsheci: 10:09
sgN.cq-ErE rq.sr REFULIg
P. O. No. :
Job No.: 704043
Report Detes: O8/28/87
a9l.ta /87
1O/A5/81
Report To: Va i'l Ventures, Ltd -G.E. Johnson Construction CO.
SLP Architects
lllt./Cr. Ft.: 133.1
165 South Navejo Denvsr, Cnl gnsclo
(303) 6S8-1050
Cyi irrtler ID
01
u1
03
04
Air (8) : 5. ?Air Temp. ^F: 65
Time Tested: 10:45
28 Day Strensth (psi) *A"ggg
ao22?
: Oa/21/67
Test Number': 18?'1 0 Job Name: Terrr€c€ hling,/p1aze I Job Address: Vaf'l Co'loraqio Contr€ctor: G. E. Johnson Suppller: I & B Excavating Ticket No.: 1A9A0 Trusk No.: 3-B Mix I. D.: 8930 CTC Reo.: P. Nord'lund Locstion of Pour: Elevetor core e'revation 1s7'10o to 16g'F"(6th end lesr 'lifr.)
Pl ant rrr€t€r plus 9
Age ( rlcyu )
7
lCt ." 2g
45.
S i:e
< oo
5 .98
5. 99
A nn
31,:rt:rrgth (psi)Avrerage St rengt h
302 0
4470
4540
*6JU
40u9
Remerks:ge 1 'l ons w€t€r,
\, ' r,-rtev I Bn. ll\tr'.
T55 SOUTH NAVAJO
DENVER. COLORADO 80223
(3031 098-1oso
CTC PROJECT NUMBER
f 705.-0 3 9 I
D. Dic.ls€ver
FIELD OESERVATION REPORT
PROJECT NAME
TECHNICIAN ST HR OT HR
9.00
PUNCH LIST ITEM
-
TO
--DATE a/.q/A1
coNTsvc XTR SVC
x
CODE *
TYPE oF lNsPEcrtoN - usual X MAGNETIC pAFTtcLE
-,
uLTRAsoNtc wELDMENT-
ULTRASONIC--. SHEARCONNECTOR (ACCOUSTICAL)-BOLTTENSION FIREPFOOFING
WEFE ITEMS BELOW THE MTNIMUM PROJECT SPECIFICATIONS NOTED? YES
--
NO
ITEM NUMBER DESCRIPTION/LOCATION
VistJal irspection of the roof deck ard attadrirg prddle welds u'as
condtrgted on the east slope of tJ.e Plaza Bdldirg, Phase I.
$cept for t}re fact that searo crfupirg had Dct yet been ccrqlleted,
ttuis r.oof deck arul welds were fourd to be visrally acceptable.
!{crk is stilJ. conLinuing on the c.et dorner at L4 t}ris date.
Visual- ilspection of t}re coh:mn base plates, erected to date, vas
corducted at tlre ltrote1 Terzace lVirg Addition- Bnoken anchor bolt
ard slotted base plate ctrrdilions are U.sted on tlre attadted
discrelursfr l-ist, *5 thru *7, B1ease refer.
The above inforcation was discussed with IIPR frection fgrernan,
JoeI.
EotelAeryace Wi
ACTION TAKEN REGARDING ABOVE ITEMS.
o
CENTEH,COLOFADO TEST
r55 SOUIH t{ vAro
DErWm, @LORADO 8&Aa3 (o3l@-losr
LIST OF OUTSTANDING DISCREPANCIES
Iten eported I ,
STFUCruFAL MECHANTCAL AND UATERTALS TESTTNG
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ffi
r55 SOUT}I NAVAJO
DENVER COLOR^DO 80223
(3031 698-lOsO
CTC PROJECT NUMBER
(zo:-q-3r_)
Danny Dlckrneyer
FIELD OBSEBYATION FEPOR'
llesth Eotel Terrace
PUNCH LIST IIEM
-
TO
omt 8127laz
PROJECT NAME Additloa
TECHNICIAN ST HF
6.0
OT HR coNT svc
.Y
xrF svc CODE *
TYPE oF lNsPEcTloN' vlsuAL
-
MAGNETIC PARTICLE
-.
ULTMsoNtc wELoMENT-
ULTRASONIC-------_ SHEARCONNECTOR (ACCOUSTICAI-)--,BOLTTENSION FIREPFOOFING
WERE ITEMS BELOW THE MINIMUM PBOJECT SPECTFICATIONS NOTED? YES
-
NO
ITEM NUMBER Onsite lDsDectI.on DESCRIPTION/LOCATION
In.spectioa of the bar jolst welds was coaducted at the first
floor franlag, for the We6tln llotel Terrace Additlou. Those
welds reJected.betseea grids G.3 ta L.glL to g.9, were narked as
Euch. A11 repalrs were nade, thls p.n., borevetr, aa.d are uow
all considered acceptable.
Iaspectlon of the p1at,e washered base plat.es sas coaducled
at 22 ac'd 23/1,, on, the Pl.aza Bltldiag phase I. These were found
to be repalred per Rlchard llelngardls observatlou report, dated
August 4, 1987.
>!iiI mm rC)i{
IBspectioa of the East slope
interlor seans yet accessible to
Punched" aud acceptable.
LPR Erectlon Forenao and job
the above iuforrnatlon.
seeg decklng revealed those
have beea properly "Buttoo-
superlntendant were lnforroed of
ACTION TAKEN REGARDING ASOVE ITEMS.
T55 SOUTH NAVAJO
DENVER, COLORADO 80223
(3O3) 0S8-1050
CIC PROJECT NUMBER
(.LLt -L3s _ )
FIELD OBSERVATIOI{REPORT
PROJECT NAME
TECHNICIAN ST HR
2.0
PUNCH L]ST ITEM
-
TO
DATE 8127187
OT HR coNT svc rIR SVC cooE s
TYPE OF INSPECTION. VISUAL
ULTRASONIC _-...--_. SHEAR CONNECTOR (ACCOUSTIGAL)
-.
BOLT TENSION- FIFEPFOOFING
WEFE ITEMS BELOW THE MINIMUM PFOJECT SPECIFIC,qNONS NOTED? YES
-
NO
--
ITEM NUMBER DESCRIPTION/LOCATION
Vtsual reinspectlon of the outstaodlog dlscrepencles was
conducted at the Plaza BulJ.diag. Pbase I, ltems #1 through
ll4. It,eos #1., 2, aad 4 were fouad to be repalred as detalled
vlsually acceptable.
Concernlng tten /13, the nlssing bolts at L4, 2125 ar.d'!/25,
both beans t,o We6t have nou been welded to the correctlon knife
plate top aad bottou to bean !reb. Althougb seLds uoted were found
to be vlsual.ly acceptable, review aud approval of thls coodltloo
will be requlred by the engineer on record.
ACTION TAKEN REGARDING ABOVE ITEMS.
T
155 SOUI}T MVAJO
DENVER, COLOFAOO 80223
(3031 698.r0so
CTC PROJECT NUMBER
( zLr - -e_re_ )
FIELD Og9EFVATION BEPORT
nWrv
PUNCH LIST ITEM
-
TO
DAIE 8/2a J4, 25, 26,28/87
Addition PROJECTNAME !{etin Eotel
IECHNICIAN ST HR
22.O0
coNrsvc xTRSVC CODE*
x
OT HR
D. Ganow
TYPE OF lNSPEcnoN' vlSuAL --------_ MAGNETIC PARICLE ULTRAsoNtc tyELDMENT=-.
UTTRASONIC-------SHEARCONNECTOR (ACCOUSTICAL).-BOLTTENSION FIREPROOFTNG
WEFE ITEMS BELOW THE MINTMUM PROJECT SPECTFICATIONS NOTED? YES
--
hIO
ITEM NUMBER DESCRIPTION/LOCATION
A copy of the suhcittal fon spray fireproofing frcnr Crossroads
EnterFrises was obtained frcn r{r. Ernie pyle of sltasuse, r.6^r1er
ard Partnens. phone d,iscussior:s witb l{r. e'1e r,aere held to
detesnine the er<tent of qray fireproofir'g application. Diagrams
for use in recording r,lork progress ard locations of any
lrere prq)ared fon the Plaza phase I ard Tor:ace Wirg ad4itions.
Ttrlcl<ness g'ddes were prepared to strcr variati.ons in ttriclcresses
ard areas lvlree application varies.
x
>r tiE mm !o -{{
ACTION TAKEN FEGARDING ABOVE ITEMS.
.:- -,. .i -- *!;-A. e-:iD *t ,* :r:. r *-
I U/
Vail Ventures, Ltci.1000 S. Frontage Rd- Nest Vai'l, CO B165z
Attn: Frenk Fnetrer
155 South Navajo
Denvsn, Co]or.edo (303) 698-1050
Test Nunbcgn:
Job Name:
Job Address:
Contraston:
Supp] len:
Tnuck No.:
erv Kelp.:
Lscet ion of pour;
80223
18686
Ternece Wing,/p'l eze Vai'l Colorado G. E. Johnson I & B €xcavating
10-30 P. Nond'lund
4th 'leve'l slab on
c"gNcREIH LE"qI" RESULTS
P. O. No. :Job No.: 7OAO43
Repont Dates.. O9/26/g?
09/ 16 /87 10/03/a?
Report To: Va i'l
r:.tr-
SLP
Ventures, Ltd.
Johnson Construction C0-Arsh i tects
T'lcket No.: leg.l 8 Mix I. D. : (A)
deqk et I ines y to Z end 23 to 25
Time Betehed:7:26
COFfPRE$SIVE gfRENCrt: Specif ied Z8
PHYs,r.gSf pRoqERr r,F€
Slurnp: 4.5 Concrete Temp- ^F: 69
Ain (t):
Age (days) Size
'l e a^r O. g5
2 .2 Wt . z,Cu. Ft . : 143. g Ain Temp. ^F: 55 Time Tested: 8:35
Dey Stnength (psi) *g"g-00
SLnength (psi )
3210
Averege St rength
i |-,2'-'-.
Cy1 inder ID
01
I ft
,1'.
1,4-.'t rtzf i''*' V
Remarks:
CTC-GEOIEK,ITIU.
o
corycRETE TFqT RESVLTS
P.0. No.:
Job No.: ?04043
Report Detes z O8/26/97
a9/ 16/ 87
't o /03/a1
Report fo: Vail Ventureg, Ltd.
G- E. Johnson Construct ion CO.SLp Arshitactg
t p/
Vafl Ventqrs$, Ltd.1000 9. Fnontage Rd. b{est Vall, CO B165?
Attn: Frsnk Freysr.
155 South NqvaJo
Denver'. Co]gnsdo (303) 698-1050
Cy1 inden ID
01
PHYqTCAI PRo,FERrrEq
Slluop: 2.5 Concrete Temo. ^F: 77 Time Batched:'l:.24
COMPFESSM STRENGT.H. Specified 28
80223
Age (deys) Size
7 6.00
ffi.b Cast. OS/.t9/87
Air (%): 3.5
Test Nurnber: 1g6g?Job Name: Tenrece Wing,/p.leza I Job Addness: Vall Co.lonajo Contnaetor: G. E. Johnson Supplien: g & 6 Excavating Ticket No.: jgSgg Tnuck No. : 3-10 Mix I . 0. : F93O CTC Rep.: p. Nond'lund Locetion of Poun: E'levator core, 5th l r-.f t at eJevetion 146,3, to 15?,10,,
Rsmsnks : P'l ent hrdteF pl us E g e.l l ons w€cer
Wt./Cu. Fr-: 143.5 Air Temp. ^F: 7S Time Tegted : 2: 'l 0
Oay Strensth (psi) l1]gQ
Strength (psi) Average $trength
3180
added
Yllt|,r CTC-GEOTEK.
t '{bt
DENVER, COLORADO 80223
(so3) 898-1050
CTC PROJECT NUMBER
(:-u--o- r g-)
FIELD OBSERVATIOI{ REFOFT
PFOJECT NAME
TECHNICIAN ST HR
8.00
PUNCH LIST ITEM
-
TO
DATE
OT HR coNT svc
x
xTR SVC CODE +
WPE OF INSPECTION. VISUAL
-.......
MAGNETIC PARTICLE _-, ULTFASONIC WELDMENT .-
UTTRASONIC
-
SHEAR CONNECTOF (AGCOUSTICAL)
-
BOLT TENSTON FIREPROOFING
WEHE lrEMs BELow rHE MlNlMuM PRoJEcr sPEctFlcATtoNs NorED? yES
-
No
ITEM NUMBER DESCRIPTION/LOCATION
Bolt torque inspection was corducted on the 3,/4" dianete a325
bolts on t!.e east srope of the roof J.evel fraairg. rlnse bolts
fotrrrt to be lose, were narked as such.
rnspection of the r@f deck ard attacfr-i-rg prddle welds rras corr
ducted on r*!at was ccrq>leted on ttrc rrcst slope of tfre roof franirq.
several sheets, puddle welds ard seam cingrirg are rpt yet installed'
Cotcerrritrg tlre flarne slotted h'se plates on the rprtlr perirneter,
addressed in Richardl weingardtts &se^ration reSnrt aated, g/4/g7,
this has rot yet beeur rc,F*ired.
Finish work of tlre x-brace field firlet welcs was beirg ccarpl-eted
ttris date. Above i-nfornntion was given verbally to Joel, ripR
forgnan.
r55 SOUTH NAVATO
ACTION TAKEN REGARDING ABOVE ITEMS.
@ r55 SOUTH NAVATO
DENVER. COLOFADO 80223
1303) 6E6.10tro
CTC PROJECT NUMBEB
( z o q"-lLj-e-)
PUNCH LIST NEM
-
TO
FIET"D OBSERVATION REFOET
TECHNICT]AN ST HR
8.00
OTHR coNT svc
x
rrRsvc coDE*
TYPE OF INSPECNON. VISUAL- MAGNETIC PARICLE=- ULTFASONICWELDMENT-,
ULTFASONTC-SHEARCONNECTOR (ACCOUSTTCAL)..-----*BOLTTENSIoN FTREPROOFING
WERE ITEMS BELOW THE MINIMUM PROJECT SPECIFICATIONS NOTED? YES
-
NO
ITEM NUMBER OESCRIPTION/LOCATION
visual inspection of tlre stnrctrrral framiry and con:rections rras
concttcteal on tlre Westin plaza Rri.ldiJg, phase I, lerzeLs 3, 4 atd
rcof. those itas fdtrd to derriate frrm t}re supplied set of
structtral draruings or just for&i to be inocnplete, were ircor5nrat-
ed orrto the attactred list of outstardirq discegnrcies, please referl
aopies of field notes were Left onsite ttris date witb G.E. Johnson
ard f,PR personnel.
ACNON TAKEN REGAFDTNG ABOVE ITEMS.
o
CENTER COLORADO TEST
156Sdtmt{AvAb
DEN!/En OOLORAOOSerat'
($Et 008-1050
LIST OF OUTSTAI\IDING DISCRXPANCIES
of
Location: , \rsr.J ? -n 6^bq.')*r-*r Job# : zcc.as? D ^t.z afzt/gl
Inspector: \UT\..-erea page:
orted Iten f
SIFUSTRAL UECHANICAL AND MATERIAI,S TESTING
ffi
DENVER, COLORADO 80223
(3031 6S8.1 050
CTC PROJECT NUMBEF
17O4'-o 4 3 I _--,
P. Irlcrdlurd
u
PUNCH LIST ITEM -- TO
FIELO OBSERYATTON REPORT
PFOJECT NAME
DATE 8/L9/87
xTR SVC coDE f TECHNICIAN ST HR
4.50
oTHR coNTsvc
x
TYPE oF lNsPEcrloN ' vlsuAL x . MAcNETtc PARncLE uLTRAsoNrc WELDMENT
-
ULTRASONIC-SHEAFCONNECTOR (ACCOUSTICALI_-___BOLTTENSION FIREPROOFING
WEFElrEMSBELowrHEMlNlMuMPBoJEcrspEclFtcATtoNsNorED? yES-- No x
ITEM NUMBEF REtsAR INSPESXION DESCRIPTION/LOCATION
1) Elevaar ore rralls located at grid lines; c to I, _6.6 to g.6
t@th WaIl: Eight *8xl2r-G verLical bars, 4 each sid.e of dmr
oeeniry were trro'ided- Rebar strop drawings did rpt i-ndicate
@unt or size of a&ritional door openiry trin bars at tfi:Ls rift.
Xhe abo\re nentioned #8 bars are of ttre saue as specified for ttre
dmr openirg belcrrr.
@nerally: Rebar neerls to be Uiecl off at ttre top of wa1l to
securely hold t}re rebar at center of urall. CctrTected &:rirq
t}le aourse of ttre ilspection.
ACTION TAKEN REGARDING ABOVE ITEMS,
\to ottrer deficiencies were rptqJ.
Westh bte!r'feo:raie Wirg Addition
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DEinER. cotoRADO 80223
{3031 898-ro50
CTC PROJECT NUMBER
(ro_4-_l._4_3-)
P. t{orallund
o
ruNCH
FIELD OBSERVATIOII REFORT
LISTITEM-TO
oarc 8/2L/87
er:race Wl Addition
oTHR coNTsvc rrRsvc coDE*
wPE oF lNsPEcnoN - vlsull x . MAGNETIc pARTTCLE .----.---.--.--- uLTRAsoNtc wELDMENT-
ULTFASONIC,SHEARCONNECTOR (ACCOUSTICAL)..--------* BOLTTENSION FIFEPROOFING
WERE ITEMS BELOW THE MINIMUM PROJECT SPECIFICATIONS NOTEO? YES -.-- rO X
ITEM NUMBER REBAR INSPELTIoI{DESCFIPTION/LOCATION
Blerraton cixe mlts at grid un€ 6.8 b a.6 - c to F, eret ation
l57rl0 to 168'5 (6trl ant t st ]irt).
No deflciencies were rnted.
ACTION TAKEN REGARDING ABOVE ITEMS.
TECHNICIAN ST HR
4.00
y'. I o
CENIEB COLORADO TEST
r55 SOUTH NAVAJO
DEIWEB @LORADO S{}zAr
{303) 698-1@
Location: i
OUTSTANDING DISCRXPANCIES
Jobf,: :"c'o"? Date: Afzt/et
Inspoctor: \t-.j\-,-=_rea page:of
orted Iten
*
_1
'*-n'
STRUCTUFAL MECHANICAL AND MATERI.,AI.S TESTING
@o ngrnePrfig festing Inssrti6/,
:l 55 South Nava.io
Oenver, Colqredo (303) 69A-:1050:
go{!:REr,F rqFr RESULTS
P-0. No.:
Job No. z 7A4A43
Report DstaE: O8/28/81
99/ t3i37
i0la5/87
Reoort. To: Vai1 Ventures, Led.
G.€- Johnson Consiruction CO.
SLP Anchitacts
Ve i'l Ventures , Ltci -1000 S. Frontage Rcj. feest Vail " CO 8165?
Attn: Frank Frever
6iumo:3-25
Concnsts Temo. ^F. 66
6V Z 4.3
?dHE cast: a8/211a7
Time B,stshed:
C-OMPEESS I.VE STRENGTH :
Air {?;):
09
$oecl i'f r'.ed 28
Air Temo. ^F: 65
Tirno Testsci: 'l 0:45
Dey $trenst,h (psi) j.Ag.q
StrengLh (psi)
5U4U
|1I .lUU. rt.: rOJ- |
Averaga Str€rngt:'1
c- t
Cy1 inden I0
01
Aoa f i'r*vg l
'l
n r "4. e
ga i i ons wdter atlded onsit.,:1 l/
-iF,*'n'
'W
Test Number: 1a?10
Job Neme: Terrace frf .inqlpleze i Job Address: Vai'l Coiorado Csntn,gctsr: G- €. J ohnson SuFplien: B & I Excavating Ticket No.: 1AgA0 Truck No. : 3-B Mix I. D. : SgA0
CTC Reo-: P. Nondlund
Losation of Four: €lev€tor core e]avatl'on i5?'10,,tcr i (6th and lase lif r.)
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,uL, I J. rr.J:1 race nu.. tt*ls i:y'a:-r.33 .:1357
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@:=--=-"-"...*Engineering festing Insoectian
155 South Nava.io
0ernven , Co'j oracjn (303) 69s-iosc
Va i'i Ven C,ures , Li.ci -
1 000 S " Fnon Lage Rcj . i{es.t Vail, CO Ei65?
Attn: Frenh Freven
Test Niurnber,:
Job Narne:
iob Addness:
Cont rac ior:
Supoi ier:Truck lio- :
rr Iq, xeo-:
Locat ion af Foun:
Ort€ Cdst t O8/14/Bi
tdo.t I
ierrace iriinoz'Fl aza i
Vai"l Co'lorecic:
G- E. i ohnson
.5 Cr d tr.xcdvdclng
6
G- Gibbon
)i
Alr tenp- r:
lttnd) tes-r.:€?:l : ;:.it.
Day .ii:r'bir";,. , ,';s r,
S i;renrl i:r i-r f i:s i)
5DtJ!.t
auzzS
Q-qN.qRETE TESr- RESULTS
P.O- No-:
Job No.: 704043
ReoorL Da Les -- AE i2i iE7
vJ/ | t/61
uJ/ zd/ a t
Repclr'l: To: Vail
G. E.
5Lp
Verr r-ules, Lici.
i ohn st:n Ccln s t r uc i i r:rr
Arcili t:ec i-s
i icke'L fio-: i3843
Mix i-D.: A5S2A
RIY S.I.9AL P R"q"P-E RIJ.ffi
.3 | UmO: 4 . C
Concnete Temo- ^F: 55
Time Eetr: ireci:
OMPRESSIV-E S-!3E.NGfH: 3oecif iecj 28
Wr.-/UU- r-[,- : 1..3.3
A.r,:r'<tue 5 i- r'er r u i ir Aqe (ciavs)
Air (t):
Siee
O. UU
uyr rn0gtr, tu
nl
n ///i ,/'/.--.
. -,-/-.r'-z - / ,"'.,,
Rema n ks :
CTC-GEOTEK , i i',IC
To Vail Ventures, LTD
1000 S, Frontage Road, l{est
Vail, C0 81657
Attn: Frank Freyer
Job No. d 186 87
Daily Report No. g8
Subject: Fill Observation
Additions to the
Vail, CO
Sheet 1 Ol
and Testing
Westin Hotel
Chen&Associates
Consulting Geotechnical Engineers
BSG-Below Subgrade
1i1_
128
llaza a 1A
L-ZJ
l2e \ -24
6I'BSG Siltv sandv sravel
ltzt BSG
SPECIFICATION COMPACTION & MATERIAL
5% standard Ptroctor density under slab
TYPE AND NUMBER OF EARTH MOVING UNITS Uni - l oader
TYPE AND NUMBEF OF COMPACTION UNITS WacKer, Vibratory drun
i
NUMBER OF PASSES As reo.
MTTHOD OF ADDING MOISTUR-E
THICKNESS OF LIFT 10'I
None needed
IX FILL TESTED MEEIS SPECIFICATIONS.
t] FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVEO OR FEWORKED.
{ CONTRACTOR ADVISED
i.] FULL TIME OBSERVATION TX PART TIME OBSERVATION
! h,q.cr..i o'r<.r1. ocl6'o^s fo.hed a! r .e3ull ol ou. obsoryat ion ol fillplecemenl We havs relied on th€ clnlrsctor to continue
aFcrvLrq lhp raccmqr..cled ccrOact've ello( end moisture lo lhe lill drrnng limes whon our obse.v€r is nol observinq opera.
'!.ns lestc are 4ace or lhe 1'lr onry as beli€vd necessary Io celibrrlo oua obsorver'r judgemont, Test data ere not lh6 sole
ba<'s r^. .c.n ^ns cn wh€thef tte t'rr r€lt3 specilicalions.
PROGRESS REPORT Contractor continues to place backfill
under slab in wcst side of Plaza I winp
Mike Evans Steven L. Pawlak
FIELO OBSERVER APPROVEO 8Y
SLP Architects:
p,
155 South Navajo
Denver , Coi oracio (303) 6s8-10s0
uy I I no€rr IU
UI
6U4.25
Aqe (days )
Va i'l Ventunes , Ltci .1000 S. Fnontage Rci - Nest Vai'i , CO 8165?
AItn: Frank Fneyer
PHYS r qAL,,.. P.FO P E R-T_r Fr
Slump: 4.25
Concnete Ternp - ^F: 6 ?Tirne Eetched: ?:50
D*te Casr r 0E/i7/87
Test Number: i 9661 Job Name : TerFace lrr{ i nlr/pl aza I Job Address: Va i'l Co] ,r".Jo Contnactor: G. E. J ohnson Supp'l f er: 6 & B Excavating Ticke.L fio.Truck No-: i-E Mix i.D-:CTC Rep-: p- Nord-i und Locat"ion of Pour. ird I eve'l slab on deck at .,i ines
coNcRETH IEST RESULTS
P. O. No. :Job No. : 704049
Reoort 0atns : OB/24ig"l
09/14/8i
1A/Oi /87
ReporL To : Va .i 'l Vent.u res , L i:cj .
G. E. iohrrson Const ruct .i on CO 3LP Arc ir.i Lerc !s
I oaJoS
592? (A) Mix
AtoZand2ito28
E"- - a,1 a 4
Sl;reng t.fr (ps i),,1,verat":e 3 c r,en g Lir
ij;-a'-(
v I \--\f EU I c'n, ll!\. -
Al r (5J:2'2 wr-,/c,Air Ternp. ^F: 50 Tinre Tesl;ed: 8:50
QOtlpB-FSSIVE',S-TRENGTH: Speci.Fiecl ?E Dey S.rr,ens.rir (ps i )3000
5-
t/t
Remarks:
&-"-
CTC-€EOTEK
Engin*ring frstinq Insrlctim
155 South NavaJo
Denver , Co'i onacio (303) 698-1050
duz,z5
coNcRqTE Tq-sJ LESULTS
P.O- Nr::.:
.JOO NO.: tUr+U4J
Reoor E Dd t.es : a8/24i6i
vv/ l4/ 6 t
tv/vt/61
Keponc Io: vdl I V,5n i-r rnr:e I j-/i
ioirnson Const.ruct icrn CO.
Anc h i tects
Va i'i Ventunes , Ltd -
1000 S. Frontage Rrj. hlest
Vai'1 , CO 8i65?
Attn: Fnank Freyen
Test Numben:
Job Nome:' Job Address:
Contracton:
Supp'l ier:
Truck No.:
CTC Rerr.:
Locat ion of Foun :
Cast: 08/11/87
18693
. Ttrrr€ce f.J i n g,/ P'i aza
Va i'l Coi onatio
G- E- J ohnson
I & I Exceva.l: ing
Int . Mnt - Test -
E'i eva t.or core 4Lh 'l
I
T ickeE No. :
Mix i.D.: 5930
ift, ai: eievation 134'7" to i46'3"
PHYSICAL PROPERTIES
S'i ump: Air,(t):
Concrete Temp- ^F: 0
Time Betcheci:
CO[{P.BES9.IVq,sTS,Ery.-GTH: Speci f ieci 26
titit.,/Cu. Ft-: 142.6
uy t.tno€|n tu
lJl
Age ( cieys )
Air itrrrro. .l-: 0
a : rrre iestci:ri :
Day Strength ( ps i )
Scrength (nsi;
SUUU
.Average SLrengch
.'t ? , .2
/ ,-<zt.-f ..,,.LJ. t
Remarks:
!- r\,-ti:,UIC,l\. ll\U
E - [ie orexl
'55
SOUTH NAVAJO
oENVER, COLORAOO 80223
{303) 698-1050
CTC PROJECT NUMBER
t (r_L4-4_4_l)
P. Nord.lurd
fui
PUNCH LIST ITEM --- TO
FIELD OESERVATIOI{
PROJECT NAME
TECHNICIAN ST HR
5.00
coNT svc xrn svc
X
OT HR CODE *
TYPE OF INSPECTION. VISUAL
ULTRASONIC
-'
SHEAR coNNEcroR (AccouslcAL) ..-, BoLT TENsroN FlREpRooFrNG
WERE ITEMS EELOW THE MINIMUM PROJECT SPECIFICATIONS NOTED? VCS
--
r.IO X
ITEM NUMBEfi REBAR INSPECTIOI\I D ESCRI PTION/LOCATION
1) Elevator core walls located at grid 1ines 6.6 to 8.5-F to c,
Elevatlon 134'-7 to 146,-3 (4th lift)
souttr l{all: #7 additional vertical bars praced at each side of door
operlfurgs are clustered. Bars need to be repositionei ard spaced
m (-
m o -i
o
m
j
Generally: nebar needs
to securely hold rebar
be tied off at tl:e top of wal_I or chaired
center of wall.
IfsnsA&Bwerecorrected
No other deficiencies were
duri:rE ttte course of the inspection.
rDted.
D^IE 8/t7/87
ACTION TAKEN REGARDING ABOVE ITEMS.
To Vail Ventures, LTD
1000 S. Frontage Road, West
Vail, C0 81657
Attn: Frank Freyer
Job No. 4 186 87
Daily Rsport No. 39 Sheet 1 Of I
Subi€ct Fill Obsorvalion and Tesling
Additions to the Westin Hotel
Vail, CO
Chen&Associates
Consulting Geolechnicsl Enganeers
SSG=Slab subgrade
LOCATION
Terrace Itring, 5t N of rid F-16
4r W of (l u.5- 15
5' W of grid
r'4rSq5'Wof grid
tr 6rS&6tEof grid
SPECIFICATION COMPACTION & MATERIAL
95% standard Proctor density under slab
TypE AND NUMBER oF EARTH MovtNG UtttTS Uni-loader
TYPE AND NUMBEF OF COMPACTION UNITS Vibratorv Drum
NUMBER oF PASSES As Teq.
METHOD OF ADDING MOISTUHE
THICKNESS OF LIFT lgII
'If s r.a.n lrn{.nle.Fn'ons 'ofned 63 a re3ullol our observstion ol fill placemenl We heve relied on the conlractor to continuo
zctry,.a lh. ro..mmend€r1 compactrve ellod and moisture to the till durlng tihes whcn our observef b nol ob3eruing opera-l.F Ta<lc ;r'e -ace ot the lill only as b€lieved iacg3sary lo calibrlta ou observ€r'3 iudgement. Test data 6re not the sote
t ir'< ,o' oa'n'.'ns on wiether the tirr 6eets srrecilicetions.
kr F|LL TESTED MEETS SPECTFTCATTONS.
L] FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OR REWORKED.
N CONTFACTOH ADVISED
I,I FULL TIME OBSERVATION TilPART TIME OBSERVATION
PROGRESS REPORT Above tests takin in fill under slab
fron grid lines C-F, 10-17. This area contains existing
fill noted during foundation excavation.
Mike Evans Steven L. Pawlak
FIELD OBSERVER APPROVED BY
l', L. J OlrI1 Soll SLP Architects:
To Vail Ventures, LTD
1000 S. Frontage Road, West
Vail, C0 81657
Attn: Frank Freyer
Job No. 4 186 87
Daily Report No. 40
Subject Fill Observation
Additions to the
Vail, CO
Sheet 1 Of
and Testing
Westin Hotel
Chen&Associates
Consulling Geolechnical Engins€rs
BG=B e
TEST
NO LOCATION
DEPTH
OR
ETEVATION
(rEET)
LAEORATORY FIELO
PERCENT
COMPACTION SOIL TYPE
MAXIMUM
DRY
OENSITY
{n tl
OPTIMUM
MOISTURE
CONTENT
t0/a\
DRY
DENSITY
(rr)
MOISTURE
CONIENT
(sr)
1351 Terrace wing, at grid A.7-15 FG 132.9 7.3 734.6 7.2 100 +Silty sandy gravel
36 lPlaza I wing, 6t N q 3'W grid D-22 2' BG tt !l t27 .7 qR 96 tt tl
137 \ rr !t I' S & 5' W grid C-21 3' BG tl rt5. tl 6.7 95 tt t!
138 I rr tr 5r E grid B-21 2I BG tt 125.5 8.5 95 ll ll
I
SPECIFICATION COMPACTION & MATERIAL
95e" standard Proctor density under slab
100i 513n6s1d PRoctor density under footings
TYPE AND NUMBER OF EARTH MOVING UNITS Uni-loader
TYPE AND NUMBER OF COMPACTION UNITS Vibratory drurn, wacker
NUNIBER OF PASSES As requ. TI-iICKNESS OF LIFT 16'r
xr
tl
{r
fl
FILL TESTED MEETS SPECIFICATIONS.
FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVED OR REWORKED.
CONTRACTOR ADVISED
FULL TIME OBSERVATION PART TIME OBSERVATION
PROGRESS REPORT contractor placed approx. 2r of structur
al backfill for pad at A.7-15 (test 135) and continucs backfill of loggia on west side of Plaza wing.
Mikc Evans Steven L. Pawlak_
FIELO OBSERVER APPROVED BY
Johnson Const . :SLP Architects:
To vai I Ventures, Ltd,
1000 S. Frontage Roa d
Vail, C0 81557
Attn: Frank F reye r
Chen&Associates
Consulting Geotechnical Engineers
Job No. 4 186 87
Daily Report No. 25
subj6ct: Fill observalion
Hotel Add i L ions,
Vail , C0.
Date 7 -6-87
Sheet I Of 1
and Testing
P laza 1
'N t 4'W orid B-
Plaza I
'N 6 5rl'/ orid C-
Plaza I
'N 6 10:1./ orid C-
Plaza
SPECIFICATION COMPACTION & MATEFIAL
95? s tandard Proctor under slab
TYPE AND NUMBER OF EARTH MOVING UNITS Cat 966 Ioader
TYPE AND NUMBEF OF COMPACTTON UNTTS Smal I vlbratory drum,
wacker
NUMBFR OF PASSES as req. THTCKNESS OF L|FT 8-lotl
METHOD OF ADDING MOISTURE
coPrEs
cAF.rR (6-85)
tX FILL TESTED MEETS SPECIFICATIONS,
I] FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OR REWORKEO.
nl CONTFACTOR ADVISED
tI FULL TIME OBSERVATION B PART TIME OBSEFVATION
PROGRESS REPORT Above tests taken in backfil I belovr
slab areas.
i ke Evanq Steven L- Pawl ak
APPROVED BY
I h'3 €porl present3 opinion! lormed 6r r r!9,rll ot our obrrvilon Of n[ ptaclmar{, w' hrw raltAd On lhr conlrsclo] lo con nua
Epplying thc recommendcd cofipactitl! allo?t and rmtltur! io thr fill dudng [ln!3 wnlrt our oblotvltr l! not ot6lMng oplrr.llons t!!B tra medc ol thr lill only ra bcllrvld nacas$ry to callbmlc oui oblairar'a ludgcrncnl. T6at d6ta rro not thi !ot!
bas'r ror o9rnion! on whlthlr lh! fin mr.tt sDacillcallonr.
To Vail Ventures, Ltd.
1000 S. Frontage Roa d
Va il, C0 81657
At tn: Frank F reye r
JobNo. 4 186 87 Date
Sheet
Subject: Fill Observation and Tesling
Hotel Additions,
Vail , C0.
/-6-6 /
Chen&Associates
Consulfi ng Geotechnical Engrneers Daily Report No. 26
BFG=Be low Foot i ng GrAde
Ter race Wing
12rN orid C-5 s i I tv sandv q rave I
Terrace W ing
Terrace W ing
Terrace Wing
Te r race W ing
Terrace Wing
LOCATION
SPECIFICATION COMPACTION & MATERIAL
100% standard Proctor denslty under footings
952 standard Proctor density under slbb
TYPE ANO NUMBER OF EARTH MOVING UNITS CAt 955 IOAdCT
TYPE AND NUMBEB OF COMPACTION UNTTS Sn|aI I vibratory dTum,
wac ke r
tI FILL TESTED MEETS SPECIFICATIONS.
N FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OR REWORKED,
Dt CONTRACTOR ADVISED
LI FULL TIME OBSERVATION Dt PART TIME OBSERVATION
NUMBEF OF PASSES as req.
METHOD OF ADOING MOISTURE
THICKNESS OF LIFT 8- IO''
none added
!hi! rct|on presanl! a\9inion6 torhld Mltrlt 0l our oblorvallon oi tllt 9llctrnant. Wa hlva llll€d on tho conlGctor to coottnue
ar'lrryidg Ihe Gcomincndad clrnprcliv! anod and mobtuf! lo thc fii dudng lnat rirlr| our ob!€i,!r lr not oblcrvftE oFad-to^! Tesr! Ete |nade of lha till only aa lellwrd nacalsrry b caltall! ooa obsgrwr'! iudgarior . tgst data raa nol thr lolq
brs,s lor opinions on whether lhe fifl naai! lo€cificttlon!.
PRoGRESSREPoRT Tests 83-89 taken in structural back-
fill of C Iine wall and for pad footings on A.7 line. Tests
90-92 taken in subexcavation of existing fi I I and stnuctural
ffll for pads on F.8 line 15-17. Pads on F.8 line 12-14
are on undisturbed soi ls.
Mike Evanq Staven L- Pawlak
FIELD OBSERVER APPROVED BY
eAFilE Iq !5I
To vai I ventures, Ltd.
1000 S. Frontage Roa d
va i l, C0 81657
Attn: Frank Freyer
Chen&Associates
Consulling Geolechnical Engrneers
Job No. 4 186 87
Daily Report No. 26
Subject: Fill Observation
Hotel Additions,
Vail, C0.
Date 7 -B-97
Sheet Z Ot Z
and Testing
=b
TEST
NO LOCATION
DEPTH
OR
ELEVATION
(FEEr)
LAEOMIOBY IIETD
PERCEI,II
COMPACTION
SOIL IYPE
MAXIMUM
OBY
DENS Y
locl)
OPTIMUM
MOISTURE
CONTENT
1|l{'l
DRY
DENSITY
(pcf)
MOISIURE
CONTENT
0b)
85A
Terrace W ing
'12 rN E 2rW C-12 retesr 4'BFG 132.9 7.3 | 5t.5 7.5 100 silty sandv qravel
88
Terrace Wing
I'N 6 2rW qrid C-9 8 ' BSSG 132.9 ILY.I e8 tl tl
Terrace Wing
12rN E 5rE Srid Q-9 3+ I BFG 132.9 t,t 1i3.2 100+tl
90
Terrace W ing
@ F.8-15 2I BFG 132.9 7.3 r33.4 7.7 100+tl tl
e1
.tL
Terrace Wing
@ F.8-r6 IIBFG 132.9 7,3 133.3 100+tl ll
Terrace W ing
@ E-17 I IBFG 132.9 t.t 135.r 100+tl tl
SPECIFICATION COMPACTION & MATERIAL
TYPE AND NUMBER OF EARTH MOVINGT UNITS
TYPE AND NUMBEB OT COMPACTION UNITS
NUMBEB OF PASSES
METHOD OF ADDING MOISTURE
I hrs trlon pr!s!nl! olinion! tomcd a! ! €ldl ol airr oblaw|t|on ol lil Ftrc|nfit, Wa hava r€lild orr tfre clnt]actq t]o co lnua
rDplyino lha reconrnlndad coilptcllvt tdon rnd |nol urt b ftt m dudng llm.| ,hfi orr obGanda ir nol obt|.|vln! opart tlor'! Tlltr .t. |n.d! ot rhr lll oiry ! bathld 'lcraary to calbtata our dlantr'r ludgf,n.nt, Td ddr a! not itr &to
b.si3 tor oginiori! o.r nMttr lha tf, 6tah ladic| (l!.
A FILL TESTED MEETS SPECIFICATIONS.
O FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OR REWORKED,
|a CONTRACTOR AOVISED
fI FULL TIME OBSERVATION E PART TIME OBSERVATION
coPrEs
cAF. rR (G851
Mlke Evans Steven L- Pawlak
To Vail Ventures, Ltd.
1000 S. F ron tage Road
Vail, C0 81657
At tn: F rank Freyer
Chen&Associates
Consulting Geolechnical Engrneers
JobNo. 4 186 87
Daily Report No. Zl
subject: Fill observation
Hotel Additions,
Vail , C0.
Dare 7_9_97
Sheet I Of
and Testing
BFG=Be I ov.r Foot i ng G ra de
5
LOCATION
Wing
2'E rid C-
coPrEs
caF.1R {6 85'
ts FILL TESTED MEETS SPECIFICATIONS.
I] FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVED OR REWORKED.
Dt CONTRACTOB AOVISED
fI FULL TIME OBSERVATION Dt PART TIME OBSERVATION
PRoGFESSREPOFT Above tests taken in backflll along
C line wall.
Mike Evans Steven L- Pawlak
APPFOVED BY
Ter ra ce
10'N t
Terrace W ing
10 rN t 2rE qr id C-7 re
Terrace W ing
12'N 6 8'E qrid C-10
Terrace W ing
l5'N qrid C-6
Terrace Wing
8rN e 5'E orid C-8
SPECIFICATION COMPACTION
1002 standard Proctor
& MATERIAL
dens i ty under foot ings
TYPE AND NUMBER OF EARTH MOVING UNITS
TYPE AND NUMBER OF COMPACTION UNITS
NUMBEB OF PASSES
METHOD OF ADDING MOISTURE
Yh,steoottgresenlsoorhioGlormadr! !.ultoloor&lenrdiondlillpb6md.Wchavarsfisdoitno@ntactorto@ntinuc
aporYing thc recorhrnandld c{rnp&tlvt afloi lnit moidulr lo lha i[ durlng tlm!| *han o$ obse,\.er i3 not oble.vlno oFa6.to.! fests are rnaala ol lh! lill o? y .3 tali6/!d rEglgery lq cclt !t! osa obcarvar's Judg€rrl€nt. Tesl data !r! nd thr !ol0
basts lor op'nions on whclher lha fdl riael! $'€cifi6[ona.
To vai I ventures, Ltd.
1000 S. Frontage Road
Va il, C0 81657
At tn: Frank F reyer
Chen&Associates
Consulting Gsotechnical Enginoors
JobNo.4186 87
Daily Report No. 28
Subisct Fill Observation
Hotel Additions,
Val | , C0.
Dato 7-10-87
sheet I ot 2
and Testing
BFG=Before Footing Grade
TEST
N0.LOCANON
OEPnJ
OR
EIIVANON
{FEET}
LABOMTOBY RELD
PEBCENT
COMPACIION SOIL TYPE
MAXIMUM
DRY
OENSITY
locfl
OPTIMUM
MOISIURE
CONTENT
lolnl
DRY
DENSITY
(pcr)
MOISTURE
CONTEM
0r)
97
Terrace Wing
t5rN of qrid C-7
foot lng
o rade 132.9 7.3 1 33.8 6.3 100+slltv sandy qravel
c8
Terrace Ui ng
lTrN 6 4rE qrld C-9
foot i ng
o rade 122.9 7.i 132.5 5.e 100 ll tl
_99_
Terrace Wi ng
12'N a 5rE qrld C-ll
foot I ng
qrade 132.9 7.3 132.7 6,6 100 tl ll
._t0q
Terrace WI ng
lqrN s 5rE orld C-l?
foot i ng
q rade 132.9 7.3 134.6.7 100+tl II
tot
Plaza l
@ orld C-21 AIBFG 172.9 7.'130.6 7.98 tt
_ | \,, tl
Plaza I
@ or id C-21 retest Il'BFG 1?2.9 7.7 112.9 6.4 100 tl tl
102
Plaza I
@ orld C-22 4'BFG 132.9 7.3 r 30.0 6.4 98 tl
SPECIFICATION COMPACTION & MATEBIAL
100?i standard Proctor densfty under f6otlngs
95% standard Proctor denslty under slab
TYPE AND NUMBER oF EARTH MovtNG uNtrs Cat 966 loader,
Uni-loader
TypE AND NUMBER OF COMpAC1ON UNTTS Vlbratory drum,,
wacke r
NUMBER OF PASSES AS rcq. THTCKNESS OF LlFr 8-IO'I
thir
'9pon
pt€soat! n9tnhii! lornrd !! e nannola,rot€rDdtd|dtn drcltna|tt if! lta!,o rtlhd ol! ftr corlrllttrto !c! lnuo
Epolyrn! lhs .oco.irnsrdrd coftpedhl" albt lrd rrlbhlrr b thD fil tirltE Um! Rhrn dn otsarwr b tU o06an h, @6ra.tanr. tcato do rnEde ot tia s[ d|tt r! beftn €d ,rG!ast, o tattratr o,i oogrr!,gr'! ludgsnod. Tod rtsts aro not -r|e colr
baC€ It oFritiot|3 tn f,h€fh€r tha ttl |n!.!! rgratbauo|lr.
ts F1LL TESTED MEETS SPECIFICATIONS,
tr FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OR REWORKED.
ts CONTRACTOB ADVISED
tr FULL TIME OBSERVATION E PART TIME OBSEBVATION
coPlEs
cAF-rn (e8O
PROGRESSREPORT Tests 97-100 taken at footing $r for pads on A./ llne for Terrace Wing. Tests l0l-104
taken In backftll for footlngs on 21 6 22 llne of Plaza 1
wl ng.
Mlke Evrne Steven L. Pawlak
To vai I ventures, Ltd.
1000 S. Frontage Road Vail, C0 81657
A,ttn: Frank F reye r
Chen&Associates
Consulting Gsolschnical Engineers
JobNo. 4 |86 87 Dare 7-10-87
Daify Report No. 28 Sheet 2 Ol 2
Subjscl: Flll Observation and Tssting
Hotel Additions,
Vai | , C0.
BFG=Below Footing Grade
IEST
N0.L0cAt10N
DEPTH
OR
EGVANON
(FEFO
LABORATORY FIELO
PERCENI
COMPACTION SOIL TYPE
MAXIMUM
DRY
DENSTY
lmn
OPnMUM
MOISTURE
COMTEMT
r%l
DRY
DENSITY
(pcO
MOISTURE
CONTENT
(%)
103
P laza t
8'N 6 3'lr/ qrid C-24 6 | BSSG 112.9 7.3 122.6 6.5 92 si I ty sandy qravel
l0iA
Plaza I
8'N 6 3'lr| orid C-24 retest 5 | BSSG 132.9 7.3 126.6 6.o 95 tl tl
_1024
Plaza I
0 orid C-22 reteqt 6 t Bssc 132.9 I.'t 132,9 6.7 100 tl tl
104
Plaza I
|a orid C-21 ?IBFG 132.9 7.1 171.7 5.0 100+tl tt
SPECIFICATION COMPACTION & MATERIAL
TYPE AND NUMBER OF EAFTH MOVING UNITS
TYPE AND NUMBER OF COMPACNON UN]TS
NUMBEF OF PASSES THICKNESS OF LIFT
METHOD OF AODING MOISTUBE
Tha ?o!ql pre6gntg oDhbm lorn€d !! 6 .larlt ol q|r 6!6r!rfh) d frlt Dhran!€rrl We hsr! G[rd si 0b cadtactq! to corttlra
egFlytrE tho rEco|lrn€nltod r(liptcd$ liodl ard |tFtltr! E $t m dirtu{ [nt! riln dJr cbgtru b not o&ndng @r&tioig. tcd6 6rs .nrdo ol th€ n[ oalt a! bdl6,rd rEllsat b Glhdo dr rtcrlt't !qqt|gd. Tssl dd! aro .rd Ore cslg badr ho @nlotr! qr Ehgthrr tha lil |nrrb lrrclfirrdda'
coPrEs
caF.tR (e85)
t8 FILL TESTED MEETS SPECIFICATIONS.
D FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OR REWORKED.
[8 CONTRACTOR ADVISED
tr R,LL TIME OBSERVATION B PART TIME OBSERVATION
PROGFESS FEPORT
Mlke Evans Steven L. Pawlak
To Vai I Ventures, Ltd.
1000 S. Frontage Road
Va i l, C0 81657
Attn: Frank F reye r
Chen&Associates
Consulting Geotechnical Enginaers
Job No. 4 185 87
Daily Roport No. 29
Sublect: Fill Observation
Hotel Addltlons,
Val I , C0.
Date 7-t l-87
Sheet I Of
and Testing
BFG=Bels, Footing Grade
Terrace Wlng
f ine oradlno H-8-s i I ty sandy qravel
SPECIFICATION COMPACTION & MATERIAL
100% standard Proctor density under footlngs
wPE AND NUMBER oF EARTH MOVING UNITS Unl-Loader
TYPE AND NUMBER OF COMPACTION UN|TSVlbratory drum,wacke r
NUMBEBOFPASSES as req. THICKNESSOFLTFT 8-10"
METHOD OF ADDING MOTSTURE none added
Thit rsForl pr€snts gplnlonr lotmsd as I r€lult ol ouf obsowatlon d fl plscdrE lt. lrys haw rEllad on hs oontrador E oonthlro
apDlylng lho recornnsrd€d GfiFacdv€ gAd E td ||lhturo lo the fil durlng ttD6 lhsn our dssrrr b rEl oBsMng oPora-lEnl. Te6ls €ts ntdo ot lho [[ srlt !! b€llavot iGgart b Blbrat]8 djr obEnrer's ltl(|gsrnqft T6t ddr ate not lbr rglo
bssig lor oplnlqls st whgtlrgr uE fill ft8gtt Spedficdt@t!,
E FILL TESTED MEETS SPECIFICATIONS,
tr FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OH FEWORKED.
D| CONTRACTOR ADVISED
I] FULL TIME OBSERVATION E PART TIME OBSERVATION
coPtEs
cAF.rR (0a5)
PROGRESS REPORT Above test taken ln compacted subgrade
before flne gradlng of pad footlngs on H.8 llne 2-6. The
excavatlon bottom was dlsturbed and contractor was reques
to compact before flne gradlng was placed.
Mike Evans Steven L. Pawlak
FIELD
ffi
?^qNvER, COroRADbso22s
(3031 69&1050
CTC PHOJECT NUMBER
v
PUNCH t
E-
FIELD OSSERVATION REPORT DATE
PRoJECTNAME Westin Sotel Terrace
( -z o-l'- -o -4- 3 )
D. Nordluni
TECHNICIAN ST HR
4.00
oT HR coNT svc xrF svc cooE *
TypE oF tNspEcnoN. vtsuAL x MAGNETIC pARTtcLE -- utrmsoNrc wELDMENT ,jl'Jlli":;_::::.:::i:cro' (Accous,cAr)_, BoLrrENsroN,FrREpFooFrNG v.! , rl *ERE
''EMs
BELowTHE M'NIMUM pRoJEcrspEclFrcATroNs NOTED? ves_ ruo_]
ITEM NUMBEF
DESCRIPT'ON/LOCATION
L) Stalr *1 ere rcaJ.Is located at grid fines O.g to l{.3 ro K
Elerratlon 144,-0 to 155'-10 (5th Lift).
o' ct !rbr'r': Missi:rg *5 vertical bars above 4ttr le'el dmr openirq.
west wall: 5""t* bro *5 !o'( 5g0 verlrca' bars at *re rprthpest
corDer.
I.tro otber deficiencies were noted.
2). footJrgs located at the follocirq grid locations:
l7-.D.8 to c.2
f.8-17 to 1l_.5, .includiry wing raalL fotirgs, souttr, of line
F.8 at llnes 12, 13, 14, 15, lG ard 17.
No deficiensies rere rroted.
ACTION TAKEN HEGARDTNGAEOVE MMS.
rtqs A & B riclst above rere corrected. dr:ri:g the course of t,.e inspection.
2A)
a)
ffi
D^ENvER, colonnob soaas (3O3) 898.to5o
CTC PROJECT NUMBEF
( -z o-a'- -!- -4 3 )
o
PUNCH LfsT |IEM .- TO--FIELD OBSERVATION REFORT o^rE 7/9/87
PRoJEcr NAME tdestin Eotel Tesace
TECHNICIAN STHR OTHR CONTSVC 4.90 I.s0 x _
xTR SVC coDE $
TYPEoFrNspEctoN' usual x MAGNETT.'AR''.LE-, uLTRAsoNrcwELDMENT_
HtJ::':"_, ;- ":::.::yt"*R (Accous,cAL)-. BoLr rENsroN FrREpRooFrNG *ERE lrEMs BELowTHE MlNtMuM pRoJEcr spEcrFrcATroNs NorED? ves_ no_r
ITEM NUMBEF
DESCRIPTION/LOCATION
1) Stair *L core wd.ls.located at girid fines O.g to I-G.3 to K
Elemtion 144,_0 to l_55,-lo (stlr Lift).
n::et I{a11: laissing *5 vertical bars aborre 4t}r lerrer. doon open:.rg.
West !hll: Missirg b/o *5 MK 5gO verticaL bar:s at tlre rprdmsr
corng.
I.tro oths deficisrcies ipere rpted.
2) Footings located at tlre folloning grid locations:
2A) 1Z-.D.9 to c.2
E) F.8-17 to 11.5, includirq t{iry rrall footirEs, souttr of U-ne
F.8 at lines J.2, 13, J"4, 15, 16 ant 17-
l{o deficiencies were noEd.
ACTION TAKEN REGARDING ABOVE ITEMS.
rtsns A & B Listed abo\re were corrected. durirg tlre cor:rse of the inspection.
L
PACE OF
DAILY REPORT:
LOCATIOTI:
slIJMP, AIR e IEMP.JOB NO.
Wing Addition
Servlce
Code
DATE:704043
llrs.Reg. O.T.
1.00 .25
7/e/87
Servlces Concracted Extra
INSPECTOR P. Nord.Llrd x
Performed slurqr, air and. tsqEratlrre tests on @r'rete der.ivered to
the abo'e jobsite for G.E. Johnson. B & B Erc.eatirg s'ppried the corcrete
rclti a nix rD of 592g. Ar.1 test saropres were obtaired i'' accordar:ce w.itrr
AsE{ c-u2- Alt concrete tested rns within jd specifications.
Average S}4r: 3.75"
Average Air: 4.62
Average Terqr: 764
Chrclr of G.E. .Ioi:nson and
the results of ihe tests. For
sheet.
reprsgrcative of B & B E<cavatirq !,{ere sho^rn
additior:al info:oaLion, see tle attached, data
Structural , llechanl.cal and Materlals Testings
COLORADO TEST CENTER
155 South NavaJo
Denver, CoLorado 80223
Job No.704043
TA.REMRT Contractor. c.E. .li ohnson
IfEEK ENDING CONCRETE ' IiffA.TSMRT
uoncrete SuppIler_B & B E<ca\ratixq
LOCATION
Plant + 13 Ga110ns
Plant + 5 @lIons l-44r-0 to
Plant + I Gallons
fo V.ril ItenLur-es, Ltd.
1000 .SbuUr l.'rontage vbil, (D 81657
Attn: Frank fYe.yer
Plaza I
LOCATION
A MATEBIAL
density urder fotlngs
Road Chen&Associates
Consultrng Geotechnical Eng||leers
Grade
Job No. 4 tB6 B7
Daily Report No. 30
BFFBelc*r o
I
I
I r,l I
-
Itsr
tl0
106
,I.-a7
(d pad
Plaza
Q ped
I
B-
SPECIFICATION COMPACTION
l00E standard Pr@tor
IYPE Ar'rD IJUMBER oF EARTH MovlNe uNtTs Unlloader
TYf.'E AND NUMBEIT Cg COMPACTION UNITS Sr.rAlI VibrAtOTY drtlltl
r,ruMEER OF PASSES as leq.
MET}IOO OF ADDING MOISTURE
It.,q rnnrvr .,ecent. r!'.n* tor-"0
:j::11f :::TTT^1TI:1y:1,",I11{r-,noisrure r! rho iir d;,rng irnisi "iin ou, ooorwf b nol obss,ylns opera-!d..r re.rq '. Fi,t€ nl rhe tt[ onty a! b€ ovod .]6cassa,y o
""r,urao
*io*il.; d;;;;; ;;"H;litd?i;h.rc,r rcr or.n Frs on n/hether the f,fl hsets sr€,citrcathd_
THICKNESS OF LIFT 8II
hose
A
Dare 7_13_87
Sheet I Of I
Sub,ect: Fill Observation and Tesling
!{estirr Hotel- Mditions,
Vai1, CO.
A FILL TESTED MEE1S SPECIFTCATTONS,
LI FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD 8E REMOVED OR REWOFKED.
E CONTRACTOB ADVISED
t.] FULL TIME OBSERVATION M PAFT TIME OBSERVATION
PHOGBESS REPORT ebove tests tal{en in
west side of hrrurel.
. PPnO\ rrn nv
coPtEs
b,
704043
Hrg.Re8. o.T.
2.00
PACE _
DATE:7/L3/87
Servlcee Contracted Extra
OF DAILY REPORTrsuMr, ArR r TEMe. JOB NO.
LocATroN: ffifrace wing Add.irion
Servlee
Code
INSPECTOR p. ribrt{.trrrrr{
Perfoloed srrql, alr and terperau:re tests on "orsete der.i'ered to the
abole jobsite for G-E- Johnson. I & B E*cavatfuq srpplied tle concrete rcrt,.
a mix rD of 5929- ALL test saq:i-es were cbtained. in aeordrre r*iti As,nrcu2 alt corsetc tested ms wiilrin jcb specifications.
Average Slr.ql: 3.00"
Averag,e Air: 6.Zt
Average TerEll 744
chuch of G'E' Jot'rson was shcnsn the res'lts of ttre tests. For arlditional
i"nfo:oationr se€ ti€ attaihed data sheet.
Structural , Hechanlcal and Materlals Tesclngs
t!r\., .rvt\Jrr,v Igot vgl\tEIt
155 South NavaJo
Denver, Colorado 80223
Job No.WEEK ENDING
ilohnson ConcretE up
7/t3 Plant + 8 callons
o
cTc ,E,,EI<
. q, ri,.a.i
July 14, 1987
c5c-704043
ENGINEEHNE INSPECTION
Vai.l Venfrres, Ltdl.
1000 So. E?mtage Road IFsr Va.ill, cola?do 81657
. Encloseal pt'ease fird inspection reports for sprk perfonned at trre above nenticnred projec€ weefr eding .fuf!, a, 19gZ.
Very truly )Eurs,
cTC-@oxE(; naORFORelED
8[qnzaj gE.
@: G.E. Jolmsqr Cmstruction
S[,B :trchitects
155 SOUTH NAVAJO DENVEB COLORADO 90223 303 69A rO:O
tTt:Fer
SINIP, EIR T IEMP.JOI No. 704043
rc*h EotelAelrrae Wirg Addition
-: +.'*4,:]:.:.4s"..*:j, .. ..
PAGE OF
DATE: a/zamz
o
DAILT REFOIT:
LOCATIOIf :
INSPECTOR P. lbrtlt:rd
Servlce Hrr.Code Reg, O.T.
2.50
Servlces Contracted Extra
x
Perfolredt sL4>, alr anil teryerabrre tests on corsete delives:ed to the
above j&stte for c-8. irchnEon. B e B E<carmtirg ${plieat the corniete *it},
a nlx rD of 5929' A11 Ft sqiles were cbtained ln aoordance riri.tn AsDt{L72.
. $1 snsiete tested r*as rciHrin Jcb specificaLions.
Avemge S}4r: 4.00"
average Air: 5.gt
A\rerage Iq)3 7Lo
chuclr of G-E- ilohnsqr and rcsresentati'e of B s B E<cavatirq uere shssn
tre resrlts of tbe tes'E8. For -drtitional information, see the attaclred data
street.
COLOMDO TEST CENTER l5S South NavaJo
Denver, Colorado 80223
.rou Ho. %11[Br.E'Dttnt#.tlr.__qE q.il'H3r EilDING-74/87
Concret
DATF.
6/30
Plant + 5 GalLons
rnlsit€sr *L7032
120r-0 to
L32r-2
Plant + 5 CaUons
o ETE-rGeore r
DAILI REPORT: .SlrXdp, ArR r TEMP. JOB lf0. ?Olt043
LOGiTION: WestLu btelnr'nettace Wiry eddition.
Servlce Hrg,Code Reg. O.T.
PAGE OF
DAIE: 7n/Bz
Servlceg Contracted Ertra
INSPECTON P. tdordltld 1.50 .25 x
Perfod sllqr, atr ad teryeratue tests on correte derivered g
trre arorrc jcbstte fe G.E. Jotrnson. B & B Ekca\ra+irg anlplieit tf* ooncrete
wLti a ni:( rD of 5929. Au test oEres weo:e cbtained in acordar e with
A,SM C-I72. All. qrseE testeal ms sithin j& specificatjons.
Arrcrage Slql: 4.00"
avemge Air: 5-6S
A\relrage Tq)3 G9o
cbt:ct< of c.E. Johnson and retrresentative of B s a ncarratirg were srrcrrn
tle resrrlts of tte tests. FoFdd{tional lrrfomation, see txe attactred data
$eet.
Struetural , ilechantcal and Harertalg Testtngs
t S S South
-
rl"ua io-" ]"Denver, Coloraio 8O2Zs
.rou t*to. zoaG#IcREr.E'DAHnt#t[r, a.". o*',H$ ENDING%
,,OfrCfet
DATB
7/3
J
I
lt
I.
I
,
(
L
I
I,ti'
Plant + 6 Callons
PlAnt + 10 callons
ffi
(3O3) 0E8-r050
CTG PFOJECT NUMBER
( _z_o-_a'- -!- l_ t_ )
RELD OBSERVATION REPOBT
PROJECT NAME
IECHNICTAN
PUNCH TlsT|TEM--TO
DATE 6nn/s7
coNT svc
x
Page One
xrFsvc coDE*P. Nord"lurd
STHR OTHR
4.00 2.s0
TYPE oF lNsPEcnoN - vrsuel x , MAGNETT.
'ARTT'LE
-
uLTRAsoNrc
'ELDMENT ,ULTRASONIC -- SHEAR CONNECTOR (ACCOUSTICALI .._-.----- BOLT TENSION.--.- FTREPROOFING
WERE lrEMs BELowfiE MINIMUM PFoJEcrspEcrFrcATroNs NorED? ves_-- ro x
ITEM NUMgER DESCFIPTION/LOCATION
L) Stair *1 cee walls located at grid. lircs 0.g - ,-O., aol,
Eleyatlon L20,-9 to L32,-2 (3rd Lift).
East eal.l-, tie bean belqv 3rd leneL dmr operdrg: Four *gx19t_O
'top borizonta-r bars sere used tn pJ.ace of tfrree *9:cr9r-0 bars.
*9 bars were rpt arrailabLe for placanent. *g bars were srSplied
ttiti tlrts lift prior to tt* re'i-sions rnted on the rebar p'acoent
dramirrgs.
East !Va11: IlF *O vertico] bars rot placed at each side of door
olEnirg, one each face.
ACrlON TAKEN REGARDTNG ABOVE NEMS.
f .ner chuck of G.E. Jot'rson, rtsa A was fo'nd to be acceptabre pen Rictra'd ?geiryadt consurtiJrq Ergineers. rtsn B lms corr@ted a*irs ule course of tlte iaspection
Ib other deficienc'e sere rsted.
155 SOUTH NA'A'O
DENVER, coloaebb eoaas
(3031 6s8.t05o
CTC PROJECT NUMBER
(-:-og--o.-a-r)
PUNCH ttST ITEM
-- TO --FIELD OESERYATION REPORT
PRO,ECTNAME
Page Tlo
oTHB coNTSVC xrFsvc coDE *TECHNICIAN SI HR p. tdorallund
TypE oF lNspEc'oN, vrsuet x , MAGNETTC pARTTcLE , uLTMsoNrc wELDMENT ,ULTFASONIC_- SHEAFCONNECTOR (ACCOUSTICAL)_-BOLTTENSION
FTREPROOFINO WERElrEMsBELowrHEM|NIMUMpRoJEcrspEcrFrcATroNsNorED? yEs-- No X
ITEM NUMBER DESCRIPTION/IOCANON
2) l*rt ant pi'r'<ters at Eotel rink rocated at trre foll'cirg grid
locations:
A) $hLL elerntion 95t-0 to I0Or-0 at tines ,f.9_0.4 to 0.g
B) Pifaster efeva.tion 95r-O to L0O,_0 at Unes 0.5{.5
lb ddiciencies were rpt€d.
3) Forrriaeion lfa1l section located at tr," follcnrirg grid lcations:
A) Lires r-0.9 to 4.5
B) Ilines 6{ to 8.5 and C-6 to g.5
AIso red.nryected piJ_asters on line F at lirres 2, 3, 4, 5 arrl at
lines f5, E-6 and FI6. RE: Rebar inspection report datd.6ft8/g7
It@ A tras o:rected. Ti€s ilrEre correctly strnced.
No deficiencies were rpted.
rl
i
ACTION TAKEN REGAFDINGABOVE
'TEMS.
@ rE5 SOUTH NAVA'O
DENVEH, COLORADO 80223
(3031 6E8.t050
CTC PROJECT NUMBEF
( -z ld- -o -e -r- )
FIEIJ OBSERVATTON REPORT
TECHNICTAN
PUNCH LlsT]TEM-TO
DATE 7/3/A?
page One
xTR SVC coDE +P. l{ond.hmil
STHR OTHR CONTSVC
5.50 1.00 x
wPEoFlNsPEcfloN' usual x, MAGNETTcpARTTCLE-. uLTRAsoNIcwEIDMENT-'
ULTRASONIC-SHEAFCONNECTOR (ACCOUSTICAT}--BOLTTENSION FTREPROOFING
WERE ITEMS BELOW THE MINII"IUM PROJECT SPECIFICA'TIONS NOTED? VES
-
ruO X
ITEM NUMBER REE|R IN$'E1TIChI DESCRTPTTON/LOCATION
L) stair oore *2 starter c,ar'rs l.cated at tie fouo*irg grid
Iocatiqr:
17 to.l0r-3.Fast of l7-A.g to D.3
Elqration 9zr-0 to 1OO'-O
Mi'sirq *5 aorner bars at the rnrt]ryest corrrer outside face-
Corected drring the course of tlre i$pec.Enon.
t{o other detricierrcies rf,ere noted.
2) Stair *1 core walls located at tlre foUorirg grid lcations:
0.8 to 1-€.3 to K
Ele\ration L32t-2 to 144r_0 (4t}t r{ft).
IGst lflall: Missirg one set of S6 trirn bars ar:o'rd. 4t.tr level
wirdqc openiry. Co:rected durirg t?re cor:rse of ttre inspection.
tb otien deficiencies rere noted.
ACION TAKEN REGARDING ABOVE TTEMS,
oENVEF. COIoRADO 80223
13031 698-1050
CTC PFOJECT NUMBER
[ :_0J - _0_ -4- 3_,
P. !{ortilud
. , .. - , . , , - - ! -. ; _ . . i .;i . : .1.. ,: , ,.,._i !., i,. .ir !.
PUNCH LISTITEM-TO
RELD OBSERVATIOT{ REFORT DATE
Additlon
Page $m
TECHNICIAN ST HR OT HR coNTsvc xrnsvc coDE*
TYPE oF tNsPEcnoN ' vtsuel x , MAGNETTc pARncLE ----_ uLTRAsoNrc WELDMENT _ULTFASONIC SHEABCONNECTOR (ACCOUSTICAI)- BOLTTENSION FIREPROOFING
$'ERE lrEMs BELow ttlE MlNlMuM PRoJEcr sPEClFtcATtoNs NorED? yEs
-
No x
ITEM NUMBER DESCRIPTION/LOCATION
3) Phase I grade bea section leated at t$e fofbnirg griat
Lcations:
Level I at lines 2&-Z to C.5.
!4issLng tqr tuo setE of *4ties at pilasters at lines B & C-zg.
Cor::estd dtnrirg tie orrse of the inspection.
ldo otheor def,iciencieE we noted,.
4l Fourdation wall section l"cated qr line F, betroeen lirg 0.6
to 0.8.
fdo def,iciencies sere rnted.
ACTION TAKEN REGARDING ABOVE ITEMS.
To vd iI \rer tures, Ltd.
I0tl6 Sugr rrontage
Vail, (I) 81657
Att-D: I'rank FYeyer
Chcn&Associates
Consulting Geotechnical Enginesrs
Job No. 4 186 B7
Daily Report No. 32
Dalo
Road
ofl
Subject: Fill Observation and Testing
Westla Hotel Additlons,
Vailr @.
I
I
l,*'
i J 116 t--I-
I
i
I
TYPE AND NUMBER oF EAFTH MovING UNITS EdloadeT
TYPE AntD NUMBER ctr coMpAcTtoN uNtTs Srnall wlbratory dnun
NU[4BER
METHOD
I |!r tofit! ftPsenla oprn'od lomed st 6 r€lull ot ou (&8€w6lbn ot n[ dacornanl. Wo hEvg rolbd on lho ooaltractor to contht|g nrrry,nq rha ti.nmrnen.Je,t .Ompecliva etrorl6nd nrdsturo to tha tll durlng dmes r|h€n olr obS€avs,lS alot Obsoavlng orara.oe.t .omFedrva ello|l 6ng ixtGluto lo lha li! dlrting llme8 l|h€n ou? ob8€avsr la alol obsoavlng otara.I'nna frels am dradle ol the t[ oaly E! bglgl'od iegessrry to catibsto OUi Obggrvar'S ludgomsnl" Tort dda 8ro,totihg golg
inaB lor o'|tn|ons on whelher tho ldt rneOt! O9eciteatbna.
PROGRESS REPoRT Aborre tests taken irt stnrctrral- badc-fill along 29-1ine, at design sub,grade.
Mike E/ans Steven L. Pawlak
FIELD OBSERVER APPROVED BY
OF PASSES as r€q.
OF ADDING MOISTURE
THTCKNESS OF LIFT 8II
hose
Plaza I
g_qfid c-29
E
lt
E
il
FILL TESTED MEETS SPECIFICATIONS,
FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE FEMOVED OR REWORKED.
CONTRACTOR ADVISEO
FULL TIME OBSERVATION E! PART TIME OBSERVATION
fo Vail Ventures, Ltd.
1000 Soutir pror.rtage Fbad vbil, co 81657
i\ttn: trrank Fteyer
Chen&Associatcs
Consulting Geot6chnicat Engineers
Job No. 4 IBG 97 Date 7-14-87
Daily Report No. 31 Shset Z Ot 2
Subject: Flll Observation and Testing
Irleslirt Hotel Mditions,
VaiI-, C0.
laza I
Plaza I
rocAIr0N
Plaza I
@ 9ri{_D-21
Plaza I
G gri{retest
P
q
'ZL
Y-,
Y-:
SPECIFICATION COMPACTION
100? standard Pr@tor
& MATEFIAL
density urder fotlngs
TYPE Ai,rD l{uMBER oF EARTH MovtNG uNlTs tniloader
TYPE AND NUMBEB ctr coMpAcIoN uNlTs $rall vibratory dnn
trackers
NUIVIEER oF PAssEs as Ieq. THIcKNEss oF LIFT B.
METHOD OF ADDING MOISTUFE hose
;:::l ?:lT j:::1":?f-.flgryg ptlgn qo aoisru,e o irre-ro d,ail'ffi;;;ii,i"ffi#ffiT;l
l:: :,:::: :::J i"-Tnlvv"t s't4""#"#; il Hd;'Hf tr;ffLff"ffii:fkT #;Y""Hi'ffifr
PROGRESS REPORT
Mike Evans
FIELD
rI FILL TESTED MEETS SPECIFICATTONS.
O FILL TESTED DOES NOT MEET SPECTFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVED OR REWORKED.rf CONTRACTOH ADVTSED
TT FULL TIME OBSERVATION N PART TIME OBSERVATION
t'-'l-a . (!r nr!.i.ne on ah.ther lho lilt 'ng€15 spgcinc; ;:
to Vail Vsrlures. Ltd.
1000 SouUr Prontage Road Vail, 0 81657
Attn: Frank fteyer
t0cATtoN
Job No. 4 186 87 Dale 7-14-87
Chcn&Associates
Consulting Gootechntcal Engineers of2 Oaily Report No. 31 Sheet I
Subjoct: Fill Observation and Testing
Westin HoteL Additions,
Vail, C0.
I ITS I
lrt)
rq9
'I no
Plaza
I gr+d
Plaza
c gri4
Plaza
5lN &
Plaza
110
1r1
Y*?i I
z-25
I
i,1ry_crrid A-a
I
v-23
IL2
112
I qrid
Plaza I
Q srrd
Plaza I
G srld
Plaza I
113 l3'N & I:
SPECIFICATION COI"'IPACTION & MATEFTAL I00t standard Pr@tor density r:nler footings
TYPE AT{D NUMBER oF EAFTH MoVING UNITS T,'dloadeT
TYPE At\rD NUMBEB c. coMpAcTloN UN|TS Stlall vibratory drufii
wad<ers
NUME€R OF PASSES aa r(eq. THTCKNESS OF LtFt 8'
METHoD oF ADDING MoISTURE hose
ln€ trc^t fta.o.tc (rD'F'on" t--od
"" "
ru,nrr',ito th. ,F.ot rFpnded cdnoactoe elorl snd rnolsluro lo lho l l dudag ttmqg *h6n our obsorvE lg,!of obsarvtns opgrs.i "'4 r.r!c et. dtot.| ol tFe l,tl(mly ag hellovd n6c6sary to aalihato our ob!on!''g hdg€msnl Tasf aata Sre.Etiho soto I'nq4 tir ,'!{annq .m rhether lh€ Ltt me6tg lpoc|ncglbn!.
cc)PrEs
FILL TESTED MEETS SPECIFICATIONS.
FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVED OB REWORKED.
GONTRACTOF ADVISED
FULL TIME OESERVATION PAFT TIME OBSERVATION
[d
l-l
s
Ll
c
4IBFG
footirg qrade_
Ahove tegts taken in stnrctural bad<-
of Plaza tt.uttrel-.
^r.
r8 t6 851
ro Vail Ventrres, Ltd.
l-000 South Frontage Foad Vail, O 81657
Attn: ftank fteyer
Job No. 4 186 B? Dar6 7-L7-87
Chen&Associates
Consulting Geolechnical Engineers orl Daily Beport No. 33 Sheet I
Subject: Fill Observation and Tsstlng
Westin Hotel AddiLions,
VaiL, c:o.
DEPTH
OR
ETEVANON
([EETI
BSSFBeICFT Slab
TErrace Wing
PROGFESS HEPOFT Above test taken in linited area of bad<filt placed for urder slab sr419ort.
Irlike Evans
SPECIFICATION COMPACTION A MATERIAL
1008 standard Prctor density under footlngs
TYPE AND NUMBER oF EARTH MoVING UI'{ITS TITdIoadeT
TYPE AND NUMBER OF COMPACTION UNITS
NUMBER OF PASSES AS req. THICKNESS OF LIFT
METHOD OF ADDING MoISTURE Trose
rht! reFon F os€nts oplniom lotmsd as a.erun olour obgoryatto{t od lttt ptrcarlq[. wg ba-!e.elhd on tie conrraclo, to con nG applyrng lho rocommanded conpadlvo ollon snd mDlsiufe to lhg n d;drE djres rghen ol' oDssrvsr ls trot obsorvlno oosra-rnllsure ro rr9 n|l qu.!!g qmes snen oll, obasnar ls alol ob8o]vlrE opsm-liom tosls ato rngdg ol lhs [[ onty 8s bellovod .Ec6i8sry to cqlbrato qi;oserrae pogornen! root dalo aro nol tho rota basb lor oFn@ns on whothor thg ti[ mests s9€cdicalorrg:
tr FILL TESTED MEETS SPECIFICATTONS.
D FILL TESTED DOES NOT MEET SPECTFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOUTD BE REMOVED OR REWORKED.
A CONTRACTOR ADVISED
r_ryulL T|ME OBSEBVATTON El PART T|ME OBSERVATTON
'm
13031 698-i05o
.
CTC PROJECT NUMEER
( +or - +.ar )
PUNCH LIST ITEM _-- TO FIELD OBSERVA?ION REPORT
pROJECTwnUe $restin Eotelr'Ierrace Wirg Addition
Page One
TECHNICIAN ST HF p. Iqcrdlurd
TYPEOFINSPECTION. VISUAL X . MAGNETICPARTICLE-, ULTFASONICWELDMENT-,uLTRAsoNlc _-
'HEAR
coNNEcroR (AccoustcALl
-,
B'LT TENsloN-, FlREpFooFrNG *ERE lrEMs BELow rHE M'NIMUM pRoJEcr spEcrFrcATroNs No.,r.ED? yEs .-_--.-. No -
OTHR CONTSVC
5.oo x
rrR svc CODE *
ITEM NUMBER REBAR Ii\.sPEfTIoN DESCRIPTION/LOCATION
L) Stair *2 core u.alls located at tlte folloring grid. locafions:
17 to l0!-3 east of 1?_A.6 tr D.2 elevation L00,_O to 1Lt_4
apprrordnate (lst lift)
souttr wa[: Eight #5x7r-0 vertical bars were placed 4 eac]r side
of mechani.a'r operring 2 each face. Revised rebar placenent
dr.ardirgs er'l't for ten #6 vertical bars, 5 each side, to natch
int€rupted verEical bars.
F:ct !!a11: Ttuelve #sx5-3 vertical dowels not placed at door openirg
above (sjx bars each. s.i.de, 3 each face).
ACTION TAKEN REGARDTNG ABOVE ITEMS.
r@n "a" listed atp'e: 1!ro *5:<7r-o vertical bars were s,bstltuted for each #6 vertlcal bar. Tota1 of t r*ty #5-ba;; 10 each side of oFning.
iruil #H;ff ff"Ti5:* crtinq rfie corrse of tbe inspection.
rwrE:. #4 slab dqels lnirl be rdet-stabrbed after concrete placenent.
FIELD OESEFVA?ION FEPiORT
PUNCH L'ST nErr ro .-_
OATE CTC PRO,ECT NUMBER
(rq3'- o 4 3 )
CODE *
WPE OF INSPECTTON - VISUAL X , MAGNETIC PARTICLE
-,
ULTRASONTC WELDMENT ,uLTFASoNlc,
'HEARCONNECTOR
(ACCOUST,.AL)_,B.LTTENS''N____FlBEpRooFtNc
*ERE lrEMs BELow rHE MiittMUM pRoJEcr spEcrFrcATrlrNs NorED? yEs .._- No x
PFOJECTNAME
IECHNICIAN ST HR OT HR coNTSVC xTRSVC
ITEM NUMBER
DESCRIPTTON/LOCATION
Fluse I:
Pj.Iastens, flrst flaor Level located at t}re follarirg grid
locatJqrs:
z_n
A-2L
lb derficiercies
t m 3-m
C,{
c)o tn !-i
B..21
c-21
were rDted.
Y-22
y-29
ACTION TAKEN REGARDINGABOI/E MMS.
DAILY REPORT:
LOCATION:
sLuMP, ArR & f,E!{P.JOB NO.704a43
PAGE OF
DATE: 7A8/87 \Pfestin lbrglZTresrace Wfuq Addition
INSPECTOR P. Nordlund
Servlce Hrg.Code Reg. O.T.
2.00
Servtces Contracted Extra
Perfoared s}nrp, aix ard tqleratrre tests on conqete del-ivered to
the abose j&site for G.E- Jot'rson construction. B & B e<carratirE supplied
ttre eoncete rrrith a nix rD of 5g2g. A11 test sanples were obtained in
accordarce \'xith ASIM c-L72. ALL corcrete tested was witlr:in jcb specificaLions
with the exceptlon of ttre air content t of the first three trucks delivered
e<ceeded the ruaxinrun specified air reguirenent of 5 t 2g. Representative of
B & B Erbavatiry ani Jin of G-E- Johrrson constrrrction were notified of this
condition- Air entraining agent vras reduced at tr,ji.s tjne, per G.E. Jotrnson,s
request.
One set of tfrree cylinders vJas cast frcrn the first load, ticket #18410
for ccrqressive strergttr verification due to the hig.h air % content,.
Average S}rp: 3.25"
Avemge Air: g.Ig
Arze:age Tap: 660
fim of G.E. 'Johnson and. representative of B & B D<cavating were slrc*nr
tlle resul.ts of ttre tests. For add.itional inforrnation, see the attached data
sheet.
Structural , Mechanical and Materlals Testings
155 South Navalo
Denver, Coloraio 8022s
I".{JI\IUKts'I'ts'UA'LA.REPORT TEEK ENDING 7/L8/87 Job No. 704064 L C-ontibit-or, G.E. Johnson
-
concretF$!ffTiF- b ;-B *q_ r-
TOCATION
.t !$
155 Eouth Nevqict
Denver., Ce] oredo (303) 6S8-1050
Test Number:
iob Nqme:
J ob Acisi ress :
Cv'i incier i C Agcr ( ciays )
I
80223
/Oate CasS: 81 /1A/87 -\...-.
177 Oti'
ierrsce Nr'ng/P1 aze i
Vsii Coloracio
P-O. No.:
Job No.: ?04043
Repont Dates z A1 /25/81
oa/15/A7
09/01/87
./
Report To: Va i'i Ventures, Lt-d l/
G. E. Johnson Construct ion
SLP Architects
Contrecton: G- E- Johnson
Supn] ier: B and B Excavting Ticket No' : 18413
Truck No-: Mix I'O': 5329
CTC Reo-: F- Nord'iunci
Locetion of Pour: Stair $2 Core F{a'ils ist 6 ft. Elev' 'i00'-0 to '1 i'!'-0
t(Js trort iorr -
PH Y"s_l.cg t-' R Rq P E Rr I E s
Slumo: 3
Concrets 'i'enro. ^F: 66
Tiree Eetcheci: 10:45
.COFIPREFSM STR.ENQIHi Soecif ieci 28
A.ir (*): 6-6 lrlt./Cu. Ft-: 1LO-a
Air Temo. ^F: 63
Ti-e Testeci : 11 :24
Day St rengt h ( ps i ) -..9i.9q '
3ize gtrength (psi ) Average Strengrh
6 - 00 2560
'l 2 ga'i 'i ons adcieci onsite.Rensrks: PlanE waten pl us
CYc:GEorEx. -itlc.
' lttlPwt
ft^ut fi'L1
155 Soutit Neva.io
Denr.er. - .Ce'i orado
(303) 696-i05C
Cy] incie:' i.D
ea223
r\ge (days )
7
q9NCRETE TEST RESULTI
P-O. No.:
Job No.: ?04043
Report Dates:
Reoort To: Va i'l
cr.c.
SLP
aI/25/81
08/15/47
09/a\/87
,-/Ventunes , Ltd.r
Johnson Const ruct'i on CO.
Anch i tectE
Oete Castl. Oi/18167
Test lriumbe:': i ??03
.job Narne: Tennece Nina/P'] aza I
Job Aciqntggg : Ve i 1 Co] orario
Cont:'ecion: €- E- iohnson
Supo'i ie:": 6 & E Exceveting Tickert-No': 18610
Trucris No.: Mix i '0': 5929
CTC Rea.; P- Norci'lunci
Locetl-on o.F Poun: stsin $2 Core llells 1st L. Ft- Elev- 100'-0 to 1i i'-0
bt]t'ton 'i ift
PHYS I qAt P Rg.!'.!RTJ Es
S]urno: 3-?c Air (%):
Consrste Tsmg - ^F.'. 66
Time Eatcheci:9:35
cqmqFEFFIvE.,,f;TLENqTli :, Soec i'F ieci' ?8
Average Strength
9-0 l"lt./cu- Ft-: i40-9
Ai r iernp - ^F: 58
Tirne Testeci: i0:'l 5
Day Strensth (Psi ) ,,9,g.g.q
3t nength ( Ps i )
2650
Size
a nn
oil/8"
Etwine;ring' iertlna
Remonks:
CTC-GEOTEK, iNC.
To Vail venbrres, Ltd.
1000 South Frcntage Road
Vail, Co 81657
Attn: F?ank ffeyer
Chen&Associates
Consulting Geotechnical Enginesrs
Job No. 4 186 87 Date 7-2L-87
Daily Report No. 34 Sheet I ol l-
Subject Fill Observation and Testing
Westin Fiotel Addltions'
vail-, @.
BSSG+e1crr Slab Subgrade
3rN & 4rE qri.d Z-28
laza I rS & 3'w A-29
rE of crrid B-29
8'S of crrid tt-29
SPECIFICATION COMPACTION & MATEFIAL 958 standard Proctor de&sity
TYPE AND NUMBER OF EARTH MOVING UNTIS Trli-lCdCT
TYPE AND NUMBER oF ooMPAcTToN UN]TS !€d<er, VJbntory dnm
NUMBER OF PASSES as req. THTCKNESS OFLIFT 8"
METHOD oF ADDING MoISTURE nore added
Tfiig ro!fi ft'B8gnut otinlorE bm€d as a r€slrlt d aratsgn.albtr otfill Ol€oarnsnt We ltsyr rBlsd q| thg conlraotcto condoue appltlg lh€ rBcor||mghdcd rt npas0E sfu and mogur€ b th9 m dudq tlmss $hon our obssrvqr b nst &awlng @gra-lh(tE. Te3t3 sro msds d rhe 0lt odt as be!6nd nccessary tt c€frlab 0|,' o[6ondo ldgprtr€rd. ?c6t data are nd ths eotg
bssl8 l@ opinhcls m rtrgth8f thg fl! rr€€b lFoclnce$n8,
PRoGRESS FEPORT ebove tests talcq ln backfilt placecl in
east 6nrlion of PJ-aza Wing, E<cavaticn for pad fotings qt A 1fuer9-L5 and A.7 9-14 rias dcs€nrted to be on tmdls-
Irrlke Errans Steven L. Hlrlali
E FILL TESTED MEETS SPECIFICATIONS.
tr FILL TESTED DOES NOT MEET SPEOIF]CATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OR REWORKED.
ts CONTRACTOR ADVISED
D FULL TIME OBSEFVATION EB PART TIME OBSERVATION
coPtEs
CAF-IR (e8q
To Vail Venterres, Ltd.
1000 Soutir Frontage Road
Vail, CO 81657
Attn: Ftank ffqfer
Chen&Associates
Consulling Geotschnical Enginsets
BFFBelcn^r lbotirg Grade
BSSG+elcn Slab Subgrade
Job No. 4 186 87 Date 7-22-87
Daily Report No. 35 Sheet l- Of I
Subjecl: Fill Observation and Testing
I,{estin Fbtel Addilions,
Vall, @.
with
SPECIFICATION COMPACTflf,N & MATERIAL
100? standard Hroctor furisty
TYPE AND NUMBER OF EAFTH MOVING UNITSITTi.]oaden
TYPE AND NUMBER OF COMPACNON UNns v0acl€r
NUMBER OF PASSES as t€q. THICKNESS OF L|FT
METHOD OF ADDING MOISTURE rrorre added
coPrEs
PROGRESS REPORT
MiJ<e Evans St€\tert L. Par,tlak
APPROVED BY
Bn
E
u
E
D
FILL TESTED MEETS SPECIFICATIONS.
FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATEO BY TEST
NO.(S)
AND SHOULD BE REMOVED OR FEWOFKED.
CONTRACTOR ADVISED
FULL TIME OBSERVATION EI PART TIME OBSEFVATION
rha !€lorl lrgs€nl! opiftdr! ffi 6! ! rr!s& dow olswrtbn dffl gltolrn t, Wo tulrs rdhd'|throqtractortooonlhuo
aDDryrng llr" r.rornrnsrd€d cs'tDa4dw oflt't Ar(' rnobtw9 b nA 0[ drrl|tg lttm3 rtr€n Or &€swsr b not o!6ar\rbg oDors:
tE t9. 1€,3l! ee Fada ol lhe Rn q1ry a be[ared nE?lgdt lo ca bato tlr oDsrtEr'r lu4onaal T€lt dsta arg lbt fig sole
bas,3 lor otinlons anr rhelhor ths fiI €A!0 $rdtl9alb{(I
caF,tR (s85)
To vail ventxtres, Ltd.
1000 South Frontage Road vail, co 81657
Attrr: Ftank F?eyer
Chen&Associates
Consulting Geotechnical Engineers
Job No. 4 186 87 Dale 7-24-87
Daily Report No. 36 Sheet 1 ot I
Subjecl: Flll Obss.vation and Testing
Westln rotel A&lltionsr
VaiL, @.
BSSGSelo,r Slab Subgrade
Itsrrace Wilrg sanitary sever
Tbrrace Wirtg sanitarlt seller
SPECIFICATION COMPACTION & MATERIAL
958 staniard Ptoctc d$isty
TYPE AND NUMBER OF EARTH MOVING UNITS IOAdCT
TYPE AND NUMBEB CF COMPACTTON UNTTS IdacKeT
NUMBER OF PASSES aE rFq.THICKNESS OF LIFT ].OO
METHOD OF ADDING MOISTUBE rprE AddEd
tht! r€tdl trlrad! ('thbn! ldrird as e rlarll ot qr d€€rrllbr ot m daosnt€ol i{o haN?|Bg€d 6 tiacofitttrie toronlnuB
arlgly'og rhe ?erorifilrldld canps$y! !firn td [p!|||t! b tha tn fu.hg thrs! iiat 0t! obrw b nd ollsnri]o wa.liont lesle 8re rnrdo ol lh" m d y a bd6lrld r@6s8rt ut cal|htg dn ooEotror'! lurtgslttont T€st drls Ero oot lho lDlt
ba96 br miftoi! on r|lo|her ttle fiI rl|cilt lo6dtlcdbtt&
A FILL TESTED MEETS SPECIFICATIONS.
tr FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD 8E FEMOVED OR FEWORKED.
,O CONTRACTORADVISEO
tr FULL TIME OBSERVATION F PART TIME OBSERVATTON
coPlEs
cAF.lR (9-851
PROGRESS REPOF|I Above tests takm in badrfifl of san-
taqir sqilsr trench betlregr'J & K Lines frqn 3-6 }ines.
Eca\ration for elevabr core 1nd rvas aLso observed tp be
unlisb.rrbed oairse gmnular soils.
M{J<e nfrans Sterren L. Pawlak
FIELD OBSEFVER APPHOVED BY
lT|IEt
InglnEErW Erinsltiltants,lnc. [,, .,tr;',,i 4,LP
Telephone Conversation Memo
n with Gary Murrain, VaiJ- Building DeparLment
r Yoder Engineer:ing Consultants, Inc.
1.01" A drain is not required at the base of the elevator stiaft.
The drawings originally indicated a dry well at- l-he base of
ttre elevator pit. This dry ve11 may be eliminated.
The proceeding conments and,/or: observations represent an overwiew
of progress and conditions of the vork. Please notify us of any
misunderstandings or required interpretati ons or clarifications
vithin three (3) working days of receipt of these meeting notes,
as we will proceed on the basi.s that these items are as agreed to
by all parties concerned.
End of rneeti ng noLes.
Gary Murrain-Vai1 Buildinq Department
Ernie Pyle-SLP
Chuck Hughlet- GE Johnsonl Vail
John McKee-GE Johnson, Colorado Springs
Eenchmark Plaza. Sut:. .
P.0. Box 5740, Avon. C,
303-g4g-11g1 .1'800-33-" " '
uly 23,1987
I
Arthitccturt . Intcrior l)tsign . Urban Duign . Planning
CONFERENCE MEMO
PRoJEcr No: 69/0.OO fr, Z
7.2F - tr? /o:4o frlft,
Jary ftlaifr/4 /
wirii : 6ary ,ffiA rf a trt
mio oy' Vail
wryd,tut 1 Jon tl4.Kel-
t __ t
-/.
DAILI REPORT: Rebar rnsSnction
LOGATION$sstin Eorel - yail
INSPECTOR Rick pinckert
t . ljIEOTEK
b
PACE . ]. OF 1
DAT,t .ru1y 25r 198
Services Contracted Extra
x
JOB NO- 704a43
Servlce HrB.Code Reg. O.T.
'7n.
Report
-
o.75
Location: Core }ilalls; Footing
Perforroed visuar. inspection of rebar placed at the following grid
Locations:
f) East stair core walLs
A.7 to D.3 - l.Z to LOr-3 East of tZ
4th lift, to elev. I47I-LI
(A) tines A.Z-17t A.7-L7+, D.3-17, and o.3_Lz+:
Add l. *6 x L2r-9 vertical bar in each corner.
(B) r'ines C.2 to C.6 - L7: 11 *5 x 4t-4 at LB,'o.c.r 5 F.F. and 6 N.F.
above doorway will be trwet-stabbed."
2) Elevator core f,ootings
8.7 to c,5 - 5.8 to 9.2
(c) Lines F-6: As per Dalco Dwg. "footings at terrace wing additionln
4 #5 t{K 512 waLl dower.s r"rere placed at footing step- The vertical
barE in the waLl above are *7. The structural engineer uas not
available for coment before placement of concrete.
(D) Lines F-8-92 9 *4 uK 42o warr dowels at rBo o.c. Not praced.
Itens Ar. Br a3d D Llsted above were correct,ed durlng the 'a
course of the lnspectlon.
*" *'s
I il?l'f, lii : "frL."tff ti?'" i% fr o" "ri: t -"
"
r ", " re s r r n g s
'm DENVER. COLOFADO 80223
(3031 898-1oso
CTC PROJECT NUMBER
(: q-'- -g q aj- )
P. Nordlund
RELD OBSERVATION REPORT
PUNCH I.IST IIEM
-
?O
9o16 iluly 31, lgg7
L
CODE *
:
TYPEoFINSPEcnoN' vlsuAL x' MAGNETTCpARTtcLE-, uLTRAsoNIc*ELDMENT-
ULTFASONTC .-.-_ SHEAR CONNECTOR (ACCOUSTICAL)
-,
BOLT TENSION---=-' FIREPROOFING
WERE trEMs BELowTHE MINIMUM PFoJEcrspEcrFlcATroNs NorED? yEs-- No x
ITEM NUMBEF DESCRIPTION/LOCATION
1) Stair *2 Core Walls located at the following grid location:
1.7 to 10r-3 E. of 12_A.6 to D.2 elev. 14Zr_11 to 168_5 L,z2
(6th and ]asr 1ift)
East waLL: place tvo #5 horizontal trim bars under south most
bearn pocket.
-B-West rnll: Insufficient eplice length on trro #5 verticaJ. bars
near North end of wal]. Need tvro longer *5 vertical bars to
provide 23" nin. lap splice.
2) Foundation wa]1 section located at the for.r.owinq qrid
locations:
6 - East 5 to F and F - 4.5 to 6-
No def,iciencies were noted-
ACTION TAKEN REGARDING ABOVE ITEMS.
Iterus trAn and nBn Listed above were corrected during the
coursE(,oE the inspection. No other deficiencies were noted.
-A-
PRoJEcTNAME Westin Hotel Terrace Wing Addition
TECHNICIAN ST HR
6.0
oTHR coNTsvc xrRsvc
x
$,
DAILI REPORTT
LOQITIOII:
CIISIE II{SPELTICT{
restin Plaza tuifdUg
JOE NO. 705039
Servlce Hrs.Code Reg. O.T.
8.00
PAGE OF
DATE: z/29/97
Servlces Contracted Extra
x INSpECT9R D. picloeyer
vi$al lnspection of bar joist welds was corducted at tt* secorrl
flmr fraairy of tt,e $bstj'praza BrirdiJg, phase r, betreen grid lines
2L te 28/D ta z. AtL required ffillet rrclds rgse fourd to be irctarled
ard visrally acceptable.
lret \,trith chuck llsdett, G.E. Johrrson ard rpR erection fonenan,
iroeL, to dlscrss firtr:re scrreduLirg. Requisition for LpRrs current
rrc.ldter certifications was nade.
riPR rns fufomed tlnt r*rse letjuene bolts could rpt be tensiored
wittr 'be J-erjuene gunr. the ntrrrrrof-tbenutn netJFd rras to be used in
accqtlance to AISC.
StructuraL, MechanlcaL and Haterlals Testtngs
Vail Ventures, Ltd.
1000 South Frontage Rd.
Vail, CO 81657
Attn: Frank Freyer
Chen&Associates
Consulling Geolechnical Enginoels
tl 5r \ - t Yt | /\y
d"\'s-- -.-
Job No. '4 186 AZ Dale 7-27-87
Daily Feport No. 37 thesl 1 Ol I
Subjsct Fill Observation and Testing
Westln Hotel Additions,
Vail, CO.
To
BSSG=Be Slab Sub rade
Terrace l{ing,
sanltary sewer. 4rN pad 0 K-sllty sandy sravel
Terrace Wing,
sanitary sewer. 615 oad @ J-6
SPECIFICATION COMPACTION & MATEFIAL
95% standard Proctor denslty
TYPE AND NUMBER OF EARTH MOVINCI UNITS loader
TYPE AND NUMBER CF COMPACT]ON UNITS . wacker
NUMBER OF PASSES as req. THTCKNESS OF LIFT 10-12r'
METHoD oF ADDING MolsTuRE none needed
fh9 .e9on pt€8qnl8 op&|'ct€ btrned ar a r€qrlt ol out ob8owatbr d fm phserrtsrd. Ws tt8r's rgtH or tho cdtlraplq tg corthug
Spplytng lhs r6coriitlordd qqmFscthl€ oltbd Bnd npbturs to thg m dudrE dn€s th€n on obsgnDr b not obsswtng opsla.
lbn8. T€.ts €rB nsde ot ltrs tm onlt a! bol€ied rFgsqt tD calbrato cn &srvrr'! ldg€lrE rt T€d dsta EE .d $lg sole
bad8 lo. ophlor8 m ih€lh€r thO lilt nrorb lD€d satlon&
EI FILL TESTED MEE1S SPECIFICATIONS.
D F]LL TESTED DOES NOT MEET SPECIF]CATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULO BE REMOVED OR REWORKED.,
E CONTFACTOR ADVISED
tr FULL TIME OBSEBVATION EI PART TIME OBSEFVATION
coPrEs
PROGRESS REPORT Above tests taken in backfill of sani
sewer between J 6 K lines. The excavation for footing
pads on A llnes, 6-9 E A.7-7 were observed to be into undl
turbed coarse granular soi1s. Pad 0 grid 8-6 is on Prev-
iously placed and tested structural fill.
Mike Evans Steven L. Pawlak
t.N (w!
. i :e,
7'
TofiiyS6.L
TESI/wG /MPECilON
ifirly 30, Jp87
crc-704043
Vail Velrtrrres, ttil.
1000 So. Fontage Road Ebst,
VaIL, Colorado 8L657
Attrr: ELanlc I?qrer
lE: liEgflIN @IH"/TRRACE t{INc eDDImCSj
Dear Slr:
- erclos{ nrease flnd inspection reports for Jrrly 21st ald July 23rd fon rcrk perf@ed at ttre above nentioned project.
Veqi' trt.ly :rci,lrs,
CAC.@IE(, IIG)RPORATED
m{R,/aj
enc.
@: G.E. ,IohnEon Cmst:r:cti.on
SIA Architsts
-GIEtrtTET<
ENG'N€FF'NG
- Eeorex
]uru", LrsrrrE,-ro
P. Nord.hrrd
DENVER. COTORADO 80223
(3031 898-1050
CTC PRO'ECT NUMBER
(zoa'-o 4 3 )
FIELD OBSERVATION REPORT
PRoJEGTNAMe Westtn
D^rE 7/2t/87
xTR SVC CODE *
'7
wPEoFtNsPEcrloN' vtsull x, MAGNETIcpAFloLE- uLTRAsoNTcWELDMENT-,
uLrFAsoNlc-.--- SHEARcoNNEcroR (AccousrlcAl)-, BoLTTENstoN..--..------_. FtREpFooFtNG
WEREITEMSBELOWTHEMINIMUMPROJECTSPECIFICATIONS NOTED? YES- NO X
lrEM NUMBER REBAR lfqSpm.rlCnt DESCRIPTION/LOCATION
f) Stair *2 ore wall-s located at the fotlorirg grid location:
17 to L0r-3 east of IZ-A.G to D.2 ele.ration 111,-4 tD L22t..g
(2rd fift)
scuth a'nt north valls: Missirg one #6 vertical ortside face of
eadr rnlJ.. Conected &.lriag the co:rse of $re inspection.
No otier deficiercies wse ncted.
2l Footlrg pds ard piJ.asters, Ist floor letre]. located at the
foUarrjrrg grid locatlons:
TECHNICIAN STHR OTHF CONTSVC
4.00 2.00 x _
A-12 A-14 A.7-9 A.7-tL
A-13 A.?-8 A.7-10 A.7-L2 A.7-l_3
A-L0
A.LI
Fmtirrg pads at lires A-7-13 ard A.?-r.2: Rebar reeds to be raised
up to pr3o\riale 3" mini-m.rn concrete @ver. corected durirg tlre
oourse of tbe inspection. Ikr other deficiencies vere noted.
ACTION TAKEN FEGARDING ABOVE ITEMS.
DENI/ER. COTORADO 80223
(303) 60&to5o
CTC PRO'ECT NUMBER
I 7 0 4'- o 4 3 I t--
P. lqordhutii
NCH LI$T ITEM
-TO
FIELD OgSEBYATTOII REPOBT s52 7/23/87
pRorEcTNAM5 lbtin BotelAerrace Wins Addttiolt
TECHNICIAN ST HR OT HF
3.00 2.00
coNTsvc xTRsvc coDEt
x
TypE oF tNspEcrloN. vtsuAl -E- MAcNETtc PAFIIcLE
-,
uLTRAsoNlc WELDMENT
ULTRASONIC- SHEARCONNECTOF (ACCOUSTICAL)- BOLTTENSTON FIREPROOFING
WEFETTEMSBELOWAE MINIbIUMPROJECTSPECIFICATIONSNOTEO? VES- NO X
ITEM NUMBER DESCFIPTION/LOCATION
m L m o -l
o o m !
Stair #2 aee valls located
17 to 10t-3 east of 17-A.5
No deficlerclee rere rpted.
at the follomirq grid lrcation:
to D.2
(3rd Lift)
ACTION TAKEN REGAFDING ABOVE ITEMS.
I
,t;
cTc-GiEo.TE'<
Vai.l Venb:res, Irtd.
1000 So. &ontage Rod West VaiL, CoJ.mdo 8L657
_ Endteecl please fird inspectioar regnrt-s for profegEional serrrices perfomed at tfte abore nentioned. projecl.
INSPECTION
ma/aj
erE.cc: G.E. Jolncon ConEtflc.tion Co.
SLP A,rchltects
EA/G'N€EF''VG
crc-704043
,Iure 2, L!187
Very tru.ly yq.rrs,
cac-@xEKr n€oRPoRAmD
hircipa].
155 SOUTH NIAVA.,C lEi.lVEF COLCRAI| 10233 iO3::98 :C5,1
o
INSPECTOR P. Nordlwd
Servlee Hrs.Code Ret. O.T.
2.75
PAGE
DATE: s/29/87
Servlces Contracted Extra
x
OF
DAILY REPORT: Sllnrtp, AIR s TtMp. JOB NO. 704043
LOC,ATION: I{e6tin bre}r'Ierrace Wirg edd.irion
Perfomed slt4>, air and teryeratrrre tests on @ncrete delivered to
the abor/e j&site for c.E. Johnson Construction. B & B S<cavatjnE supplied
the consete with a uix ID of 5929. All test. s41es r.aere crbtained in
aordance r'dit} AS:E{ C-L72. AII concrete tested r,sas rittuin job specification
requireutts lrdth tne elception of truck *3-?, ticl€t *L7876, r*hich was 0.88
abo\te ttte malrimm air content requirernent.
ItLis trrrik was placed by tJre time sluqr aud air tests v,tere ccurpJ.eted.
Representative of B & B Concrete uas rptified of this corxi.ition arrl the air-
entrairriJg agent rdas reduced.
Average S}qr: 2.75"
Average Air: 6.22
Average Tsq): 58o
Ctud< with G.E. Johnson and a representaLive of B & B B<cavati.rg was shq.m
the results of the tests. For additional information, see tlre attadred data
sheet.
Strut'tural, Hechanlcal and Haeerlals Testings
COLORADO TEST CENTER
155 South NavaJo
Denver, Colorado 80223
Job No.
CONCRETE ' itrTA.f;EroNT ?04043 Contractor. c.E.
WEEK BIIDING 5/3O/87
Concrete IFFrr-er@
5/29
LOCATION
plant + 5 calLong
plant + l0 cal-lons
t55 SOUTH NAVAJO
DENVER, COLORADO 80223
laoq Bg&r03o
CTC PROJECT NUMBER
f 704- 0 4 3 l
P. Nbrd"Iwrd
TECHNICIAN 8T HR OT HR
2.75
coNTsvc xTRsvc coDE*
x
ruNCH LIST IIEM
-
TO
FIELD OBSERVATIO}I REFORT D^rE 5/29/87
pRoJEcTNAMg T€sLin bte]. Terrace Wtug Addition
WPEOFINSPECIION. VISUAL X . MAGNETICPARNCLE.------------. ULTMSONICWELDMENT-
ULTRASONTC-_ SHEARCONNECTOR (ACCOUSTTCALI- BOLTTENSTON FIREPROOFTNG
WERE ITEMSBELOWTHE IVIINIMUMPROJECTSPECIFICATIONSNOTED? YES- NO X
ITEM NUMBEH SEBAR INSPETToIiT DESCRIPTION/LOCATION
Perforned v:isual inspecbion of r&ar placeil iri t}e stair *1
footirg pad locat€d at t$e fofbning grid location:
L) Llls 0.8 to l-.2-F.8 to K.l-
!!o reJectable deficispies \ilqre tDted.
T n L m o i
C)o m
3
ACTION TAKEN REGARDINIG ABOVE ITEMS.
Inr,.
Telephone Conversation l.lerno
- Beaudin of Yoder Engineering and 3, 1987
Ltion
#86051
ewed
the use ting
fnr there
,": j.t is
+87003
the State lleai-tir Department Regulations of ethylene and propylene glycol solu-water systems. For this parLicular
is no potential for cross connecLion,acceptable to continue using ethylene
the heaLing system.
ts and/or observati.ons represent an overvi.ew
ttle worl<. Please notifv us of interpretations or ctariri.lcations
receipt of ttrese meeting riotes, as that these items are as agleed to by
tions of gr required
rk days of
the basis
p Town of Vail
i
Plaza. Sute 307
8,ox 5740. Avan. Coloraoo 81620
End of lvleeting Notes
91 . LBa} $2 3259 C0 0nty
\ATVTTruRES,,
June 5,1987
Mr. Ernie
SLP
1100 Stout Suite 300
Denver, C0
Pyle
Street
80204
,x'E: Terrace Wing 4th Floor Sprinkler System
Dear Ernie:
Ife are advised this date that the Town of vail Fire Marshal will not approve the proposed dry sprinkler systen for the 4th floor of the Terrace wing. You have advised us that the use of a wet system in the 4th floor ceiling area represents a rlsk of freezing and the posslbility of resulting danage in the future. under the circumstances r.re have 1itt1e choice but to accept this rlsk and will hold SLP harmless so long as you exercise reasonabLe care in vour design of the necessary insulated areas.
Please proceed with the necessary revisions to the construction drawings as outlined in my letter of June 4, 1987.
Very truly yours,
MONTANE CORPORATION
reyer
1000 Soulh Frontage Road West, Varl, Colorado 81 657 . 303/476-6602
155 Sguth Navajo Denver, Colqredo gO2Z3
( 303 ) 698-1 050
Vai'l Ventures, Ltd.
1000 S. Frontege Rd. !{esr Vai1, CO 8165?
Attn: Fnsnk Freyer
O
g-g-H.cB E"r.E,,J qF r,,-Bq.su f, Jg
P.O. No.:
Job No.: ?04043
Repont Dates z a6/12/87
01/03/87
01l2a/87
Report To: Va i'l
rJ.tr,.
5LP
Ventunas, Ltd.
Johnson Construct ion CO.Arch i tects
Test Numbsn:
Job Name:
Job Adciress:
Contr€ctor:
Suppl'ier:
Truck No. t
CTC Rero. :
Cy1 inder ID
0'l
Date Cast: O6/O5/87
rre!tr6.Wlng,/P'leza
thnson Excavstino
3-1 1 P. Nond'lund
I L -'
Ticket No.: 1?SCg Mix I. D. : 5929
pad atlines A.2 to D.g-j6.9 to 14, eesr Location of Poun: Stefr *2, footing af 17-
PgYs,l-c4L P, FpPqFr r Es
Slump: 2.5
Concnete Temo. ^F: 71 Tims Batqhed:10:45
QOMPRESSIVF" $TBE".N.9TH: Specif ieci 28
Ago (days)
7
Remer.ks: P'lsnt wster p'lus S
Air Temp. ^F: 6A Time Testeci: 11:.28
Day Strensth (psr') ,,,.?.gq!
Strength (psi )
a.rzu
Wt . /Cu. Ft. : 142.6
Avenege St rength
Air (t) : 5.0
Size
6.00
ga'l lons w€tsn added onsite,.
9 | t -r.:r tr'L, I
FTC-GEOTE
Etginwring lsting -ittsfrctiol,
155 $outh Navejcr
Denven , Co] onacio (303 ) 698-j 050
Locet'ion of Poun:
of i'! -
Cv] incien IC
nt
a2
u.t
80223
G. E- Johngon g & ts Exceveting
3-11 P- Nor.d l uncl Steir S2, footine
gpiIcREJq,.r€sT,, B,F"$g Lrp
P.O. No.:
Job No.: ?04043
Renr:r't 0a.tes: A6/12/gj
u | / v3/ I t
a7 /2C i 37
Renort io: Va i'i
t/,"G . E .
t't3L?
Vencu res , L.td .iohnson Const.ruct ion CO.
Arc h i tests
Va i'j VentuFss$ , Ltsi .
1 000 S - Fnentager Rr.j - host Voi'i, CO €165?
rlttn: Frenk Frtrver
Test Number:
iob Neme:
Job Adcinesg:
Cgntractor:
Sqpo] ien:
Truck No.:
CTC Rep,:
Date Cast:a6 /a5 / 87
/P1 aza t
Tickat No- : 1?965 Mix i-0.: 5929
oaci at'i ineg A-2 to 0-8-i6.6 to 14' easr:
Tine Satcheci:ru:rrc
C0MPFEFSI-v€- $IRFNGIH: Soec if .ieci
eHYsls*L RB9PFRLTES
Siqmn: 2.5 Concrete ienp" ^F: 71
Ain (?): 5-0
Air ieno- ^F: 68
Tr'me Testao: ii:?r!
26 Oov St:.enqtir (psi ) ..".4-ql{"9
Size Sr,-eng.!,n t os; ;
6 - 00 2420 6.00 366i
6 - 00 3690
Age (oavs)
T
zv
28
Avenaqe iit reng t ir
gei ions i{.rt.li' edderi rsite- / ,{)/-l
ftu/rf/H,l
17 417
Remarks : P-r ctnc L{€ i:gr lriuE 5
6 i..
e,TG.GECYTE,fl<
ENGINEERING INSPECTION
crc-704043
June 9. 19B7
VaiL Vertrrea, IJtd,.
1000 So. Frontage Road ltest
VaJL, Colon:ado 81652
TIING ADDINFN
Erclosed please fini inspection report f,or ',"rk prforrned at above project ircm June Ist tirrorrqh .roG stt.
Very tnrly Irours,
C[C.GEOtrffi1 II@RPORAIED
mq,zaJ
CIE.cc: G.E. il&nson Constrr.rction
SIA A:rhibects
A/A'I )o+.i-rti^,-
T6.rrp c{ d*'l- tZ"
?ol$.-d,.6lL
155 SOUTH NA:.AJO LrE)l'i:a c,:l-c3;cl :tl:3
ffi
r55 SOUIH I{AVA,O
DEN!/ER. COLORAOO 80223
(3O3) 6E8-!O5O
CTC PRO.'EC'NUMBER
(tst-o-g-3-)
P. lilcrdlurd
PUNCH LIST ITEM
--
TO
?IELD OBSERYATIOX REFOAT D^fE 6/5/87
'ROJECT'AMa
l&stirr btetAelrace lVirg Addttion
TECHNICTAN OT HR ST HR
3.50
coNTsvc rrR svc
x
CODE #
7
TYPE OF INSPECTION - VTSUAL -.--. MAGNETIC PARTTCLE ..-.----_. ULTRASONIC WELDMENT
-_ULTRASONIC'SHEAFCONT{ECTOR (ACCOUSTTCAL)-BOLTTENSION FIBEPFOOFING
WERE ITEMS BELOW THE MINIMUM PROJECT SPECTFICATTONS NOTED? YES -- NO
IIEM NUMBER FEBAR INSPETICSI DESCRIPTION/LOCATION
Perfomed visuaL irrspection of rebar placed ir Ule stair *Z
fotiry trrad ard adjoining pi.laster fmtirg pads located at tlre
foltorirg grid J.cations:
1) A.2 to D.8 - 16.8 to aptrnioxiroate .J.4r eact of 17
Xines D.6-17: 1[\rc *6 top eest-rrest bars rpt placed in piJ-aster
footirg pad lrK trAlt. Cotrected durirg t$e acurse of the inspection.
No other rejectable deficiersies were rpted-
ACTION TAKEH FEGARDTNG ABOVE ITEMS.
Fi'.* -.+.iri T....':'' .'.' '.'
16 1s87
.m
DAILI REPORT: S[Itltlp, ArR & XErtp. JOB NO. 204043
LOCATION: t{estil btel,rterrdce frirg Addition
Servlce llra.Code Reg, O.T.
2.50
PACE OF
DATE: 6/s/87
Servlcee Contracted Extra
x INSPECTOR
PerfoEned s}qr, alr anf tsperatt:re tests on consete delivered, to
the above jdsite for G.E. Jobnson constrr:cLion. B e B e<carrati-rq srppried
the corsrcte with a mi.:. rD of 5929. ALr test s4>1es raere 6tai-ned in
accordarce with ASB{ e-L72. AIL corsrete tested rras witSlin job specificafions.
Aveoiage SIqt: 2.75"
Average Air: 5.4?
Average Teq>: 58o
Cttuck of G-E- Johnson and representative of B & B l!<carratirg were strcryrryt
the results of ttre tests. For additional jnfouoatlon, see the attached data
street.
Structural . Hechantcal and Hacerr.als Testlng
COLORADO TEST CENTER
155 South NavaJo
Denvet, Colorado 8022t
Job No. PoISIf'.u"mtt;tffit[".IVEEK
G.E. Johnson
EI{DING 6/6/8?
LOCATION MIX ID
Plart + 5 GalLons
D.8-15.8 to
l-4r E of l-7
Plant + 10 GaLlons
Plant + 10 Gallons
Plant + 5 Gallons
'iirf 'ttt .:{:'rr'"i' 1 i,1- sl'ill
' j JUN 16 1qB7
To Vail Venturesr LID.
1000 South F?ontage vail, c1) 81657
Attn: Ftank Frelzer
Rd.Chen&Associates
Consulting Geoteclmicat Enginsers
Job No. 4 lg6 87 Date 6-lL-97
Daily Feport No, 1l Shser I O,
Subject Flll Observatlon and Tssilng
, EFadaftionr;*@l vail, co.
wirg, 4" stcm drain,
terrace lting, 12u storm dratn,
terrace wing, L2". storm drain,
40r-Ngr aisch*ne. ....terrace wirq, 4" storrn drain
908 stardard Proctor density other er<tsior utility
95? stardard Procbr density urder biJce path '
TYPE AND NUMBER oF EARTH MoVtNG UNITS scot! backhoe
TYPE AND NUMBEF o: coMPAcTtoN uN[s Wacker
SPECIFICATION COMPACTION & MATERIAL
NUMBER OF PASSES
METHOD OF ADDING
as req. THICKNESS OF LIFT LZ"MOISTURE none needed
PFOGRESS REPORT Ihree visits were cqntractorrs progtress, Bacj<fill was bike path. B<carraLlon of fooLings a
C-F & F lirc 1-6 was also conpleted.
95? specificaLions, test area 31 908
made to site to observe
r htg teFrtl ptFsents c'pinlong tohod es a tssull ol ou obser llofr ot llll plac€ment. t{e haw rsfiec or the contrad(l' lo contioug aalrlFrg lh€ recornmended cor"pacrive sttort qrd
'rtoisturo
to tho flI during tirna *ttgn ol merW b nol @3srvtnd oD€m-mElurs ro rri€ rut Outng ltrnret whon q'tl (|ttserv€? lA not Ob3OMng Opera-lons J€clg a'e malte ol the trrl onty s3 trethved nec€ssry tO cd&ate o[;ob8or""f
" lrOg"n gnt I9d dafa Ar€ nol the sote ba$s to. or.r om d. rhelher tl.o t,lt me€tlr spsclltc€dorrs
P:__Steven L. Pawlak
placed priirarily urrder fine gradi:rg on 6 1ine,Iest areas 29, 30 & 32
specificaLi-ons.
FILL TESTED MEETS SPECTFICATIONS.
FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST No.(s)
AND SHOULD BE REMOVED OR REWOFKED.
tr PART TIME OBSERVATION
cAF.rB t6-851
l4ike Evans
APPROVED BY
To VaiL Ventwes, llII).
1000 Scuti Ftontage H'.vail, c1f, 81657
Attn: FYark Freyer
Job No. 4 LgG 87 6-15-87
Chen&Associates
Consulling Gsolschnkal Engine€rs Daily Report No. L2 Sheer 1 Of I
Sublect: Flll Obssrvatlon and festing
Westln Hotel eddltions, lbrrace Wing,Vail, CO.
terace wirg, structural backfilt
terrace wing, strucbmal backfitl
tt tt
lt rt
terrace wi:rg, struchrral backfiLL
SPECIFICATION COMPACTION & MATERIAL
100* standard Ftoctor density urder fotirrgs
TYpE AND NUMBER oF EARTH MoVtNG UN|TS Case urri-loader
rYPE AND NUMBER CE COMPACTTON UNTTS Wadcer vi-bratory drun
NUMBER OF PASSES as req.
METHOD OF AODING MOISTURE
T h|3 remd pressnls op'ntons totmed as a regult ot our obsqwatlrn ol ffl plscolnent. We havg aolled on lho conlraclor to confnt,e .Orrly'iq lhe mcomtnehd€d c{rmpoctbe aflorl End ftoisture co th€ litr during lmos lih€n OU, o6serw! la not obsgrvlnq oD9ra.l'ons Ie319 a'e made ol lhe nl1 only as bolieeed nocossart to cqllbrslo o|r! obgorvor'g ildggnrenl. Tost dBta eg not ihe Golg bas|t lod oFrnona on ,rhether lhe l,n nr€€ls s9ecificallong.
DT FILL TESTED MEETS SPECIFICATIONS.
D FILL TESTED DOES NOT MEET SPECIFTCATIONS AS INDICATED BY TEST
NO.(s)
AND SHOULD BE REMOVEO OR REWORKED.
F CONTRACTOR ADVISED
D FULL TIME OBSERVATION N PAFT TIME OBSERVATION
THICKNESS OF LIFT B"
ncne reeded
PROGRESS REPORTCcntractor subexcavated ttEouqh fill for pad fooLing D.6-16 to urdistr,rbed granular soils
and belord the foting prineter. Atxrve tests represent
resulting bacldill.
l4ike FVans
To
-I I U I Chen&Associates
\V)7- a CorEuling Gsolechnical Enginasrs faa
--
Job No. 4 L85 87 Date 6-L7J87
Dally Report No. 13 Sheot I Of I
SubJecl: Construclion Activhles R€port
!€sLln lbtel lddLtiqrs, Telrae Wing,Vail, @.
VaiL Ventures, LllfD.
L000 Souti l?ortage Rd.vall, @ sL557
Attn: Pranh F?e1er
WEATHEF CONDfTION9 AND TEMPERAruRE
CONSTFUCTIONACTIvITIES l)<carnlions for pad footings m G.3 ljler liles 2t 3, 41 5 r'rrere cbserved,. Subexcavabicn of 4-6" was required due to c&le remcvaL. on-slte soils rdere onpa,cted back to design grde.
VERBAL COMMUNICATION WITH CONTRACTOR, ENGINEER, ARCHITECT, OWNER
coPrE9:
t,like EVms Steven L. parrlak
FIETD OBSERVER APPFOVEO 8Y
To
Chen&Associates
Consullng Gsot€chnlcal Engneers
SGarbgrade
Job No. 4 Lg6 87 Dale 6-L9-87
Dally Fepon No. 14 Sheel t Of I
SubJect: Fill Observation and Testlng
Hotel Add.itiors, Ibrrace Wing,
VaiL, CO.
Vail Venturesr UID.
1000 Sorttr Ftontage Rd.
Vail, CO 8L657
Attn: E?ank Ffeyer
BSGBeIcnr Slab Subqnde
BlGtselow Fot;i:rg frade
IEST
N0 LOCANON
DEPnI
OR
EIIVATION
IFEEI)
TABORAIORY RELD
PERCEl'II
COMPACNON SOIL TYPE
MAXIi/n ill
DRY
DFNSITY
lmn
OPTIMUM
MdSTRE
CONTENT
(qal
DRY
DENSITY
(Pcf)
MOIEIURE
C0NIElill
(%)
36
I2"storm draln
9 !r & 12'w 9t SLid &1 4I BSSG I32.9 7.3 L26.7 8.8 95 silW sardv qravel
37
12" storm drain
3rN & 20rw of qrid F-l 4'nq.q;L32.9 7.3 L26.4 6.6 95 n n
3B
12" storm drain
?rN s l3rW of qrid F-l 2IBFG L32.9 7.3 .131.6.7.9 99.u It
3BA retest 2IBF'G L32.9 7.3 134.0 7.4 100+|l tl
JY
l2"storm drain
I'S I 10rW of qrid F-l
footirg
<rrade L32.9 7.3 t32.2 7.2 r00 ll t!
SPECIFICATION COMPACTION & MATERIAL
95? standard P::octor density urder sLab
100? standard Proctor derrsity urder footi-rq
TYpE AND NUMBEF oF EARTH MovrNc uNrs Uni-loader
TypE AND NUMBER oF COMpAcTtON UNITS Wacker, $tall double
NUMBER OF PASSES AS' TEq. THICKNESS OF LIFT 8''
METHOD OF ADDING MOISTURE
I-4 FILL TESTED MEETS SPECIFICATIONS,
tr FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(s)
AND SHOULD BE REMOVED OR REWORKED.
!( CONTRACTOR ADVISED
tI FULL TIME OBSERVATION A PAFT TIME OBSEFVATTON
PROGRESS I1EPORT lbsts represent backfill of 12" storrn
drajrr trench r*rere it crosses F ljne footirg and is urxler
slab.
Mi.k'e Evans Steven t. Pawlak
FIELD OBSERVER
lhis teDott prespnls ('plniani lormed aB a res!( ol our obsetvatlon o, llll pl6cem{nt. Wg haw roll€d dr thg @mraclo lo conllnu€
applytrq lho rocornmended conrpecl|re SFon ard Ftoblure lo thg m dt,iing llm€s when our obSgwer ls not obsawtng ope€-l('.B lesls aro rnade ol ths lill only e3 bel€v€d necassary lo crlibaale oua obsergar'8 irdgomgnl. Tgst dala ato nd the golo
b€sB lor o!'n|on€ on rhelher the n[ .l}oetg BDgcificali@ts.
To Vail Ventures, liID.
1000 Souttr Frontage Rd.
Vai-L, @ 81657
Attn! ftank Etepn
Chen&Associates
Con8ulling Geol€chnlcal EnglnserB
Job No. 4 186 87 Date 6-20-87
Daily Feporl No. l_5 Sheet 1 Of L
subject: Flll observatlon and Testing
Hotdl;ffiiticns, Tenrace Wing,vail, c1c.
BSSerclcrd Slab Subgracle
5rS of .I-.6
SPECIFICATION COMPACTION & MATERIAL
95t standard Proctor density urder sLab
TYPE AND NUMBER OF EARTH MOVTNCI UNITS UTLi-loadeT
TYPE AND NUMBER OF COMPAoTION UNITS gihckerr Vibratory
doulcle drun
NUMBER OF PASSES as req. THICKNESS OF LIFT 8"
METHOD OF ADDING MOISTUFE hose
coPtEs
cAF.rR 16{51
r* flLL TESTED MEETS SPEC|F|CATTONS.
tr FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVED OH FEWORKED.
F CONTRACTOR ADVISED
f] FULL TIME OBSEKVATION A PART TIME OBSERVATION
PROGRESS REPoRT fbsts represent l-jrn-ited backfill af I2n
storm drain trench in o<trere rest erd of Ttsrrace addition
where it joirs witi existing brilding.
T hrs ioport pr€sonlg odnoits lofmed as a r€9rll ol qI ob6gNallon ot tin placerneftl. We havs reliEd or lho csiractor lo continue
aprly'ng lh€ rccornngndod cornpactlvo ollort and molglurq lo tho llll dudig limes whon our obssryrr b not observhg opo.a.
lmne Teds are madg ot lho f[ onty as bgIl€v€d ileca$slt to callbrgte o(,l ob6orv€r'9 luqerrtont. T€gt data aro not the sole
bae! lor oDhons on rhglhgr llE nI meelg gperif4sliql8.
c'l-G-(3 EO-r E e{o
g.gNcRE"I"E rqF-I q,HS.Ut-rq fuideering lating Imptiwt
155 South Navajo
Denvsrr. Co'l orado (303) 658-1050
P. O. No. :
Job No.: ?04043
Reoort Detes z 06/23/87
07/14/87
01/31/A7
Repont To: Va i'l
u. tr.
SLP
Ventures, Ltd.
Johnson Constnuction CO.
Arc h i tects
Voil Ventures, Ltd.
1000 S. Frontage Rd. ltfsst
Voi'l, CO 8165?
Attn: Frank Freyer
Test Numben:
Job i{eme:
Job Address:
Contrsston:
9upp'l ier :
Truci* No. :
CTC Rep.:
84223
Oete Cast: 06/16/87
Johnson
B & ts Excavating
3-6
P - Nordl und
Footing pads et grid
Ticket No.:
Mix I.D.:
I l nE S U. O-V ,
5929
10 end '1 1 Location of Pour:
Slump:3-25
Consrtgte Temp. ^F: ?2
Time Bstched: 1245
Air (%):
coMPEH,Fs,Iv,-E, STRENSTII: $pecif ied 28
Age (days) Size
7 6.00
5.6 hlt.,/Cu. Ft.: 144.1
Air Temp. ^F: 75
Time Tasteci: 2:30
Day Strengtir (psi) l'pg-A
Strength (psi)
z4 tv
Average Strangth Cy] inden I O
UI
'l
pl us 1 0 ga 1 'l ons water added ons i te -
Terra
Rernanks: Plant e.€t€r
cTc-Geo'i"E aMm
ffi
155 South Navq.io
vetnver . Co ''i onacio (303) 698_105n 80223
Oate Cast: A6/.,6/g7
,inglP'laze I (]r€oo G. E. iohnsan B & B Excevatino t-o
P - Nord'l untj Fsot i ng p€cts €t q r ici
p"oN Q R F,7 E.,LFS T,., R F,S,g.r'.Ts
P. O. No. :.job No.: ?04045
R€ocnt Dsteg 06/25/gT
a7/.1&/tl
07 /3i /a7
Reoor,t ?o: Ve i'j
q- c-
5Lp
lrentures, Ltd -
..iohnson Cpnstruct ion CO.Architects
Vail lr'sntuFeEr LBc-
J.0 99 S. FFonrose RC - i{es.:Vair', CO 816;?
Attn: Fnank Frrsver
i.
Test Number.:iob tr*arns:
Job Acicines,s:Contrector:
Surppl f an:Truck i.Jo-:
CTC Reo-:
Location of 9oun:
Iicket No.:Mix I - D. :
'i ines O"6-9,
1605a
5929
10 en ci 'l l
S'lumo: 3.?5 Concr€to ?smp- ^F:ilme 6etcirsd:72
l:.tc
Air (t):5.6 Air Terrr:r. ^r:i imo Tes t ed :
i{t-lCu. Ft-: i4a ?q
2:30
17 524
Cy'l inoer". IO
ul
vz
Age (cioys)
1
28
a6
StrengLh (psi j
4,.+ | V
r, I uu
:rUlU
Avercqs.Strengtn 5'izt*
a-00
F nn
a n4
Remenks : p'i ant wstsr. ol us 1 0 sai.icns r.,aLer. adcjecj ""
A*4 Hr/
o
lll Richard t Gonsultants
Denver and Houston
" *uggui62g:1
g h u!k*H qsUe.U*Lc . E .,lo h n s on)_en!*li-j!rqef
obserudonl,lest stair core (G-1st floor llft).' so*U!b_S_id,9_!g!-9_19!g!1!g-l*-q!,1s,_
and foundation walls.
FrerdFrrurhrss Phase I tunnel uall pguteellith qltgtr,o_LboJts - atd_@ue-l-r- for floor
Jl abs. T""""" ,"rt tOlr ,lO_med_wjlh_febe1rlut sgme_lBtf_qSl S!_g!*!:e_ek:9,-t_ bars .
Corner bars inplac-e as welI. Soutb_s..!!ejatiq,-Ual,]lb_e_ing*fqnned.w.g[j_o14er
-!ars and-douells-ln-xilac-e-rohere-- footJng -is,-pffseljrpu_ua]_r . Fog!-ittgs_i11*p1ace
-s how-anchor_-bolts_in_goqd*v ert lcnl_po s i !i on*_-_-t-
trns'ucild*civ.r Jreak=out*.barsin core--to be substituted with stgndard._L:bers, ruilh
rhe hnl€ crrt thnough3ms.._Jhe _embe{_p]ates*!o_bs pJaced Jn_t!e-,begt!g_oyg1
-dqsrsneed to be fleld mqd-ilied sirr-ee_Lhe_p.lit9s .tlete_Shippe4*lq*gitS p_tLot*
lo-leing modified.
Carrcll (RWC
hrcentCdnpl@
Copiesb.
ubsrhoT
-sunny:lJarm
tures) -. _.*
"_@&
lgr
oata .J.g June 1987 -"neoortNo. _S:2
..oo"o * *, u rr"r?ruu *ru
P.O- No.:
Job No.: 7OaO43
Reoort 0ates:
1l-3-
: .tut I 1aa7
tli
. .r. ,i ,yU{ i lj
D€ra C€st: A6/ig/g7
#;:,ll::i"eza r
155 South lrlavs.io
Denven " tol onacio
( 303 ) 6S8-.r 050
Va i'j Ventur.es. Ltc: -ruuu a:. f rOnqggtg RO-
Va i'i , CO S 16i?
Att,n: Franh Freven
Test Number:
Job irleme:Job Aciciress:
Cor:tneritor..:
S-upo] ien :Tnuck No.:
IIIe K€8.:Locetion of
ldest
G- E. Johnson B & I Excavating
3-11
P - Nord'l unsi Four: Stefr cone *j core
Rspc:nt
Ticket No.: 190?6 Mix i.D.: gg29
wal'ls e'ievation 9T'0,,
7o : Va i j Ventu res , Ltci .
G. E. iohnson Construccion CC.SLP Architects
84223 06/25r'87
07 ii6/Ei
08ia2/A7
to 109'0"
PHYSICAL PROPERTiES
S'iumo: l - 25 Concrt'te Temrr -i,r'n.;e 6etcheri:
^F: 65
E:47
Ain (g) 3
Air iemp. ^F: ?0 Iime iesteci: g:40
ilt./Cu- Ft-: 145.2
Cv-] ince: il
ul
.{ge (cjavE )
7
Strength (psi)
2iE0
ga ! t <:ns wet Cgr. auaeci
f,rvenage Streng ih 3 ize
6-00
nf'
.,,2',.'--'/ /z,rt
Remarks: F iant wst€r olus 10
To Vail Ventures, L,TD 1000 S. Frontage Road vail , CO 81657
Attn: Frank.Freyer
,-'rl ai l Lnen dgAssoctates
Consulting GEof€chnicat Englnoers
JobNo.4186 87 Date
Daily Report No. 16 Sheel
.- - Sublocl Conslruction Activl[es Report
6-22-87
lor t
Hotel Additione, Terrace Wl r".*1ail.t co
WEATHER CONDITIONS AND TEMPEMTURE
CONTRACTOBS EQUIPMENT
coNsTRUcTloNAcrlvtTtEs ExcavatLon for pad footings K_7, K_g, K.1_2 through 6 and r_,-Z rur" oU*rrJ and noted to be on undLslurbed naturaL grarreis.up to about 4" of cornpact'ed structural fill was pJ-aced as part of the fine grad.ing.
VERBAL COMMUNICAI|ON WITH CONTFAgTOR, ENGINEEF, ARCHMCT, OWNEH
Mike Evans
REID OBSEFVEB
To VaiI Venbures, tTD
1000 s. Prontage Road Vail. Co 81657
Att.n: Frank Freyer
Chen&Associates
Consulting Goolechnical Engineers
Job No.4 186 87 oats 6-23-87
Dally Feport No. 17 Sheet I Ol
Subiecl Flll Observatlon and Testing
Hotel Additions'
vaLl , co
It:l
NO
42
LOCATION
Plaza I structural
backfill @ qrid C-
wr-ng
1
BFG=Belo!'r Footin Grade
LABORATORY
SOIL TYPE
DT FILL TESTED MEETS SPECIFICATIONS.
fI FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVED OF FEWORKED.
M CONTFACTOR ADVISEO
tr FULL TIME OBSERVATION Et PART TIME OBSEBVATION
42A
43
43
ravel
Plaza I structural rding backfilL
Plaza f seructural wing
PLaza I slructural- wing
Plaza I structural wincr
pd()ls'r J.I I {g q r J.(J. u-z z Plaza I strucural wing
tt It
||n
SPECIFICATION COMPACTION & MATERIAL 1008 standard Proctor density
TYPE AND NUMBER OF
Uni-Loader
TYPE AND NUMBEB OF
EARTH MOV]NG UNITS
COMPACTION UNITS
2-wackers
NUMBER OF PASSES as reg. THTCKNESS OF LIFT
METHOD OFADDINO MOISTUFE NONE NCEdEd
IlEt rPporl Dr€nenlr o! nlon! lorm€d A! ! r€rul ol Ot obterttlgn Ol m pHC8rifiL lYg hAvO Ethd On thE contrS€l@ tro cfitlnur a!Dt'.q Ino reco'ftnended coripacrnlg efoit and rnobturo lo ltla nl dutrg tlrnt rhrn out obEsrvsr b not obsoMng opora.
tqcnr le3ts 6re .ned. d the m orry r! bell€led
'!€Gtlsart
lo calibrela qr ob8or!€rt ludgcnoflf. To3t datr ar not ttq olo
btdE lot o9fi@! on rhefter tlr! Fn n!et! sFfllcetloE
PROGBESS REPORT Above tests represent bacl(filL
under;ifootings in area subexsavated to remove
existLng ftff,
Mike Evans Steven L. Pawlak
To Vail Ventures, LTD
1000 S. Frontage Road Vail-, CO 81657
Attn: Frank Freyer
Chen&Associates
Consulllng Geolschnical Enginsers
BFG=Below Footing Grade
BSSG=BeLow SIag Subgrade
JobNo.4 186 87 Date 6-25-8?
Daily Report No. 18 Sheet L Ol
SublecU Flll Observation and T€sting
HoteL Additions'
vaLl , co
sil-tv sandv qraveL
terrace wing
Plaza I
Plaza I
Plaza
Plaza I
SPECIFICATION COMPACTION & MATEFIAL
958 standard Proctor denlity under slabs
1008 standard. Proctor density under footings
TYPE AND NUMBER OF EARTH MOVING UNITS Uni-loader
TYPE AND NUMBER OF COMPACTION UNITS Snall vibratory drum
NUMBEF OF PASSES as req. THTCKNESS oF LIFT g "
METHOD OF ADOING M0ISTURE hose
?hn rellfl !r*"nte q|lnion3 tor.ned as s r63utt ol our oblgrvstbr d m pbc€{trait. Ws hgvE rol€d o, lhs co|rtradq lo conttn g
aDpltnlt lhe reco.nm€nd€d .otnpctlv! clton Ird [robrrro lo lhom difirg frngg *fisn our obsotrsr ta nor Oeor"rtq opor*l€'tt 16l! ets Fade d $s nll_ofltt !!t bltt6vsd nocr!3srt to aalDrrlr o|r;ob!.rw'g ludg€ndnl lEd drb ao nO'thj rote Dts'3 ror oF'r{'l! o'r rh?lh€| lht fl 'cdt lF€dtlcaflor!.
E FILL TESTED MEET8 SPECIFICATIONS.I] FILL TESTED DOES NOT MEET SPECIFICATIONS AS ]NDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OR REWORKED.
E CONTBACTOF ADVISED
D FULL TIME OBSERVATION T* PAFT TIME OBSERVATION
PFOGFESS REPoFT Test numbers exterior backfill- of Phase I footings of Phase II.
49 e 50 represent but are near propos
Mike Evans Steven L. Pawlak
To Vail VenLures, tTD
1000 S. Frontage Road
vail, co 81657
ALtn: Frank Freyer
Chen&Associates
Consulting Ggolechnical Engineerg
JobNo.4 186 87 Dateti-25-87
Daily Fteport No. 18 Sheel 2
subject: Fill observation and Testing
Hotel Additions,
Vailr CO
laza I wing
Iaza I wing
SPECIFICATION COMPACTION & MATERIAL
TYPE AND NUMBEF OF EARTH MOVINCI UNITS
TYPE AND NUMBER OF COMPACTION UNTS
NUMBER OF PASSES
METHOD OF ADDING MOISTURE
Thh raDnn g'€!6nlr !Dhld'r! lotm€d !! r illult ot out Gblowrllirn of m dsr! ||rfll. Ws hlt c rslbd !'| lh6 (srtraslor to l('tltnuo
a!9ryrrts tt!€ Tedrnrnrnd{d coantactfi/g r[ql lnd r|tollluro b lhr tm durtn! fn€! nh6n our ob3arv6r b rd ob3g'rlno ope|a.Inm le{! ate rrade ol fte fil only E3 Dsnrvrd n€cs€ssy b ca&ralg o, &rrct't lodgofiont. Toct dde sro not tt€ lolo
brsr! kr @ni('r! q| rhettrpr the fir -!ttt lDacinoalorL
T] FILL TESTED MEETS SPECIFICATIONS,
tr FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OF REWOFKED.
D CONTRACTOF ADVISED
tr FULL TIME OBSERVATION tr PART TIME OBSEHVATION
PROGRESS REPORT
Mike Evans Steven L' Pawlak
FIELD OBSERVER
THICKNESS OF Ll T
To VaiI Venturesr LTD
1000 S. Frontage Road,Vai1, CO 81657
Attn: Frank Freyer
JobNo.4 186 87
Daily Feport No. 19
SubJecl: Flll Obogrvatlon and Testlng
Hotel Additions,vail, co
Date 6-26-87
sheet 1 ot 1
BSSG=Below
BFG=BeLovt
Chen&Associates
Consulting GaotechnEal Enginears
Slab Subgrad.e
Footing Frade
I rJt
NO L0cAlroN
OEPTH
OR
ELEVANON
fEETI
LABOBATORY RELD
PERCENT
COMPACTION SOIL TYPE
MAXIMUM
DRY
DENSIry
aor:n
OPTIMUM
MOISIURI
CONlENT
l0l/nl
DRY
DENSITY
(pcD
MOISTURE
CONIENT
061
53
Plaza I vring 3rE of qrid 9-25.2 5 r BSSG L32..9 7.3 L29.L 6.9 97 sil-ty sandv qravel
54
Plaza I wing
BrW of qrid Y-28 4lr I BFG 132.9 7.3 135. 4 7.9 100+'l ll
55
Plaza I wing
_G_grid p-29 6IBFG t32.9 7.3 L25.9 8.0 95 ll It
55A
Plaza I wing
_.1p_grid. D-29 retest 6IBFG L32.9 7.3 L32 .4 7.7 r00 lt
56
Plaza f lr.ing 3's & 5'E B-29 4IBFG 132.9 7.3 L32.6 6.9 100 tl rl
SPECIFICATION COMPACTION & MATEEIAL 95? standard Proctor denSlity 1008 standard proctor densJ_Ly
TYPE AND NUMBER OF EARTH MOVINO UNITS Uni-loader
TYPE AND NUMBER OF COMPACT]ON UNTTS
Sma11 vibratory drum
NUMBEROFPASSES as req. THtcKNEssoFLlFr g'
METHOD OF ADDING MOISTURE hose.
itnc terl.t't Freient! l|9tnlon3 hnned r! t-t€!t,n ot-our o*rvemn a or ptacrment. wcGro .atht sn tii drttBdor to odrln|t.*:yT133Y:13999l!s|l::Ig lF lq-" !" 01!_nn diu,he r!,r!;;i;o, ob6on,o, b nor ob;,"h!-"6:
[' FILL TESTED MEETS SPECIFICATIONS.I] FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE REMOVED OR REWORKED.
[8 CONTRACTOR ADVISED
tr FULL TIME OBSERVATION & PART TIME OSSEFVATION
under slab
under footlngs
PROGRESS FEPORT Above
pJ.aced east of Phase
tests taken I tunnel-.
Steven L. Pawlak
to'* r$r3 Fre ,''rde or th" fi! oht, a bcthvsd 'ro;llary to;ibr"r.-"d;#di ffi;t:Tlj;ftH'#iil?fi basa lor $mion3 on hhalhor thr fin ic!l! lDedfestbnj
To Vail Ventures, LTD
1000 S. Frontage Road vail, co 8L657
Attn: Frank Freyer
Chen&Associates
Consulting G€olschnical Engineers
BFG=Below Footing Grade
BSSG=Below Slab Subgrade
JobNo.4 186 87
Dally Report No. 20
Subject Flll Observation and
Hotel Atlditions, i
Vall , CO
Oate 6-27-87
Sheel I ot
Testing
'in
Plaza I
Plaza I
Plaza I
Plaza I
Plaza
lh! iefF l preients dptdons tottnqt 6! t rr!u[ !t or,n oblsryrtbn ol nl Flalom6rn. W6 hsvg ]€tbd on ftg Eofilmctor t]o con nui 6Dprt'r4t tha rocontnendpd'cqipacthr Gfon (dd notshrr' b 0E m durlng uno! ,hrn d|, ob3ortsl b d obr€rvlng opGrs.tio!! le3ts ,'. ,rl! ot |hr til onry !! bdtavGd nsollart b crlbra|! qr; obler€r'a ftJdgornqll T€at dBts sr mf 'fm roti
DEg€ lqr gdnicn dr rh€lhor lht fit rlgd lp€dfirafldta
SPECIFICATION COMPACTION & MATEFIAL
95? standard Proctor density under slhb
1008 standard Proctor dens.lty under footl-ngs
TYPE AND NUMBER OF EAFTH MOVINO UNITS Cat 950 loader
TYPE AND NUMBER OF COMPACTION UNITS Small vibratory drum roLler, r,rackers
NUMBER OF PASSES AS rEq . THTCKNESS OF LIFT 8 -].0 "
METHOD OF AODING MOISTUHE hOSC
coPrEs
EK FILL TESTED MEETS SPECIFICATIONS.
T] FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE T{EMOVED OR REWORKEO.
:8 CONTRACTOF ADVISED
T] FULL TIME OBSERVATION B PART TIME OESERVATION
PROGBESS REPoRT Above tests taken in backflll east of tunneL. Contractor did not have time to
throughly compact Last lJ.ft (grtd lines ZB e. 29,
A-D) before end of shift and was request,ed to ,!
complete the compactLon before placing additiona backfill.
Steven L. Pawlak MLke Evans
APPROVED BY
To VaiL VenLurest I-'TD
1000 S. Frontage Road
Vailr CO 81657
Attn: Frank Freyer
Chen&Associates
Consulting Geotechnical Engineers
JobNo.4 186 B7 Date 6-27 -87
Daily RePort No. 2A Sheet 2 Ol
Subiect: Fill Observatlon and Testing
Hotel Additionsr
Vail' CO
siltv sandl--9rav-el
G,N of sryl Y:21--re!9E!
Plaza I
'N of qrid B-29 rete
N FLL TESTED MEE'IS SPECIFICATIONS'
T] FILL TESTED DOES NOiM;ST SPECITTCNNIONS AS INDICATED BY TEST
No.(s)
rilt-6Hour-o BE REMovED oR REwoFKED'
N CONTFACTOR ADVISED ii"lo"tt*o
SPECITICENON COMPACTION & MATERIAL
TYPE AND NUMBER OF EARTH MOVING UNITS
TYPE AND NUMBER OF COMPACTION UNITS
NUMBER OF PASSES
i""" ror "er"ii.g - *ttother ths n! mogl8 @dficalbn8.
THICKNESS OF LIFT
METHOD OF ADDING MOISTURE
Thr3r€ood pressnlr oplnton" to'tuo ""''""ulJiiElob**t'on
ol nplac€rnenl ws h-tvo rsllEd d! lho clnttaclot to cqrlinus
enotvnq ths roconmoftd"o "otpua'"" "ni"'-na-i&-tfr
io irt"-nn ul"rtq l-"" th"n 6rr obsotwr 18 not obsgrvlrE opsts'
tknd rsgts sre ,nade o, ,* * -ry-o *'#"ffi'"'i'i iJriti" i"i"ot"ttr'r luds€mBnt' Ted dale sts rEI tho 8or€
PROGFESS REPORT
Steven L,. Pawlak Mlke Evans
APPROVEq
a
't
I
.l b
C:TC-GEOTE{<
ENGINEERING
a
INSPEG'TrcN
June 24, 1987
cK-704043
Vail Ventures, Ltd.
L000 So. n drtage Road l{€st
Sir:
inspection re[Drts for rork performed at t]re above nertloneil Euojec€ fm, 6lLS/97 ttrough 6/15/97.
Very truly fours,
CAC.@IEK, II\TORFORJAEED
mEzaj
enc.
Prircipal.
cc: SLP Ar.cldtects / ,G.E. ,Iotrnson Cons.Urrction y'
155 SOUTH NIAVA..JO D:l.jy:: CC-ORACC 10223 303 69a 1050
- E eore
r55 SOUTH MVAJO
DENVER, COLORAOO 80223
(3031 69&105O
CTC PROJECT NUMBER
( l-q-4''- -a-3-r )
ITEM NUMBER
ACTION TAKEN REOAROING ABOVE lTEMs.
FIELO OBAERVATIO''| REPOBT
PROJECT NAME
TECHNICIAN ST HR
4.00
PUNCH LIST ]TEM
-
?O
-
oArE 6/16/47
OTHR CONTSVC
2.00 _-E_
Paqe OrE
CODE *
7
XTR SvC
P. I\brd.hrd
TypEoFlNspEcrtoN- uguet x, MAGNmcpARrrcLE ULTRASoNIowELDMENT_
ULTRASONIC-SHEARCONNECTOR{ACCOUSTICAL)_-----_EOLTTENSION FIREPROOFING
WEHE ITEMS BELOVII THE MINIMUM PROJECT SPECTFICATIONS NOTED? YES
-
T.IO X
tiE rnm !c'-{{OESCRIPTION/LOCATION
1) Eootilg Eds lcated on line D.6 at Lins 9, ll), [, 12, ]1, 14
15 ard 16. !b 4ariqieFeias uere rpted.
2) Stair *f core rnlls, locateal at grid lfue 0.8 b I-C.3 to K,
.elsratiqr 97t{ to l09r-0 (Lst lif-E).
LiJres G.3-0.8; 4rS5 additional v.entsicat bars rpt placed at each slde
of door qlenirg. Corrected aturinq tle qrrse of tJtE inspection.
Lfues 8.8-L, 2 *8 add.itional venLical bars rnt pJaced at south slide
of openiag. ffilt reircpect.
Core lralt-cotrrGrrsi rp conrcr bars or corner detail ms prsrided on
DeIo r&ar placrent drarnirgs. *5-900 bent bars 2'-0x2r-0 uere
pJaced at tle inside atlrl qrtside rnat of each corner, nakirg all
ttoriudrtal bars conLin&ers at, tlre corrers. PlacdrEn,t of these bars
were fcnnd to be aaceptable per a phone oornrersation with ltichad
Westin Eotel
rgssounl NAVAro
DENT'ER. COLOBADO 80223
(3O3) 89&rO5O
gTC PROJECT NUMBEB
( r-o-i - JL -e- l- |
P. Nordlund
PUNCH LIST ITEM
-
TO
FIEI.O OBAEBVATIOI{ REFOFT o^rE 6/L6/87
pFo.rEcTNAMg t€stia btel"r'lelrace Wins AddLtlon
Page T!{o
TECHNICIAN ST HR OT HR CONT SVC XTR SVC CODE #
TYPEOFINSPECNON. VISUAL- MAGNMC PAFNCLE- ULTFASONICWELDMENT-
ULTRAST}NIC__ SI{EARCONNECTOF (ACCOUSTICAL)-BC'LTTENSION FIREPFOOFING
W€FE ITEMS SELOW THE MINIMUM PBO.'ECT 9PECIFEANONS I{OTED? YES
-
NO
-
'TEM
NUMSER DESCFIPTION/LOCANON
tbfrgalrdt sngjJteer Consiltarfs ard G.E. Johlson @nstrucLion Co.
lb otlts: rejectable deficiersies were rd. Reirspection !o
ACNON IAKEN REGARDINGABOVE ITEMS.
r55 SOUTH NAVAJO
DENVER, COLORADO SO2A3
(303) 8S&lOsO
CTC PROJECT NUMBER
17o4'- o 4 3 t
P. lbriUurd
PUNCH L'gT ITEM
-
TO
FIELO OBSERVATION REFORT olrie 6/L8/87
PRoJEGT NAMS l€scin Eotel,r'Ierzace wir€| Add:ition
TECHNICIAN ST HR OT HR CONT SVC XTR SVC COOE *
4.00 1.00 x
TYPEOFINSPECTION. VISUAL X . MAGNETICPABTICLE- ULTRASONICWELDMENT-
ULTRASONIC SHEABCONNECTOR (ACCOUSTTCAL)-_-- BOLTTENSION FIREPROOFING
wEHErrEMsBELowrHEMINIMUMpRoJEcrspEctFtcATtoNsNorED? yEs x No
ITEM NUMEER DESCFIPTION/LOCATION
1) Refutspectiq sta:i.r *l core walls l-st lift. RE: nebar inspection
retDrt da'td.6A6/87 its 'Bn ins 6rrect€d. l{o ot}rcr deficiscies
rnre rctd.
2l Fcxrrdalio saLL section ].ocated qr li.ne C.]. beEdeen Lines 15.5
ard l2 ard on J.ine 15.5 beirreen Lfuis C.l ard 8.5. l{o deficiscies
$ere rpteil.
3) forndatLsr walt pilasters ltrated at th6 foatcirg grid
c-5 F-6 D-5 F-4 E-5 F-3
E-2 r1
A.8-16
pilaefsg's at lines D-6, E-6, F-5, F-4, F-3 ant F-2 are tadcirg four
*4 ties. Ties are spaced at 16" o.c., ties need to be sgnced at
12o o.c. Pirester at lireE A.8-16 is :acking firrc *4 ties. Ties
are spaced at L8n o.c., ties need to be spaced at 12'r o.c. \lo
otfrr def:;lciercies srere rDted. wiIL rcinspect.
ACTION TAKEN REGAFDINGABOVE ITEMS.
o
ETE - Eeorex
DATLY REPORT: SU&ip, ArR s rEMp. JOB NO. 704043
LOCATION: I€stin lrotel Terrace ll:irq Add.ition
Servlce llrr.Code Ret. O.?.
PAGE
DATE: 6/Ls/87
Servtcee Contracted Extra
OF
INSPECTOR P. tbrd,hrrd 2.50
Perfomed slrq>, air alli teryeratrre tests on oorrete delirrered to
the abo\re jcbsite for G.E. Jolrrson constructi.on co. B e B F.rcavatirg
saprrea tJte corsete witb a tnix rD of 5929. ArL test o.aqr]es were
cbtaineal in acmrdance with AS'rM c-L72. ArL oncrete tested ms rritfrin
jd specif,ication req+qents rrith tjr€ exceptlon of tn:ci< *3-10, ticket
*18074 had a 6" slrqr at t&e tlrrck and, a *L/2" s!4r qrt of tne pry.
corsete t-uck was rejectd due to hlgh srrqr. approrinatery vz ra.d,
(4 ft".l rms placed.
Average S1t4r: 4.50"
average Air: G.9t
Average Eegr: 64c)
Cht;Ek of G.E. Jotrrson and representative of B e B Eccarratirg v$ere sttqrrn
tlle results of tfie tests. For ad.ritional- inforoation, see tte attached data
sbeet.
Structural . Hechanlcal and ilaterlale Tesclng
JIOMDO TEST CENTER i5 South NavaJo
3nver, Colorado 80223
Job No. mlgSErE ' Itqtit#.tlr._
Concretffipffi nrsE(caE
rEEr ENDING 6/20/87
G.E. Johnson
:il
t il ri
!
Plant + 5 Gallons
Plant + 5 Callons
Plant + 10 GaLlons
: Eeori
I55 SOUTH NAVAJO
DENVER, COLORADO 80223
(303) 698-1050
CTC PROJECT NUMBER
(704-O 4 3 I
TECHNICIAN
P. \Iordbrd
PUNCH LIST IIEM
-
?O
FT ELD O8 SERYA'IOT{ BEPIOR?o^rE 5/L8/87
pRoJEcTNAMa Westin lbt€LAeqace Wi.:rq Addition
Page Ttp
XTR gVC CODE }ST HR OT HR coNTsvc
TYPE OF INSPECTION. VISUI X MAGNETIC PARNCLE- ULTRAsoNIc WELDMENT-__
ULTRASONIC_-_SHEARCONNECTOR (ACCOUSTICAL)- BOLTTENSION FTREPROOFING
WERE rrEMs BELow rHE MTNIMUM pRoJEcr spEcrFrcATroNs NorED? ves x No _
ITEM NUMBER REBAR II{SPETIO{OESCRIPTIONILOCATION
4l Fotlrq Eds tcated on line G.3 at lines 2, 3, 4, ard 5. Ivo
defisiencies rrere rpted.
5) Colrmr, focated at lire L5 at 2'-7 sonrtlr of line C, elerration
99r-0 to l09r-5. Db deficiersies rere rpted.
6) Etourdation tlall section located at tlre foltorirg grid. locations:
LirctbetlreenliresL&M
tfure !{ bef:deen lhes I e 6.5 ircludtug patio wirg
rnlls soutb of lineM at Lires L, 2, 3, 4, 5, & 6
anl pilasters located on Line L.9 at lines 1, 2, 3, 4t 5 & 6.
o o m !
-l
r m c m o I
Uo deficierries \€ie noted.
lif,XIE: *5 sl€b douels to be placed at 24"
after aonGete pl^rcement.
ACTION TAKEN REOARDII{G ABOVE ITEMS.
rri1l be rvet-stabbed,
To
t
Vail Ventures, LTD.
1000 S. Frontage Rd Vailr Co 81557
Attn: Frank Freyer
Chen&Associates
Consulling Ofotsctrnlcal Engine€rg
Job$lo.r4 18{;87 Date -ffiffi
Dally Repod No. 2L Sheet L Ot 2
Sublect: Flll Obsarvatlon and Testlnq Hotel AdditLons,
-
vail2 co, Soc
a*ltuL
Plaza
!.ll
Plaza
Plaza I
I
PIaza ql
PLaza I
I
Pl-aza I
I
Plaza I
,
SPECIFICATION COMPACTION & MATEFIAL 1008 stand.ard Proctor densl_ty under footJ-ngs
TYPE AND NUMEER OF EARTH MOVING UNITS Cat 966 loader
TYPE AND NUMEER Og COMPACTION UN]TS Small vibratory drum
NUMBEROFPASSES as req.
METHOO OF ADDING MOISTURE
M FILL TESTED MEETS SPECTFICATIONS.
U FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVED OR FEWORKED.
b{ CoNTRACTOR ADVISED
I'I FULL TIME OBSERVATION IJ PART TIME OBSERVATION
PFOGRESS FEPORT Tests # 63 a 64 were taken ift pJ-aced 6-27. Contractor was reguested ain lift thickness between g-10" loose. At equest, one Lift was reduced ln thickness ange.
Steven L. Pawlak
THICKNESS OF LIFT g-]o "
To Va il Ventures , IJTD.1000 S. Frontage Rd vail , co 81657
Attn: Frank Freyer
Chen&Associates
Consulltng Gsotechnical Engneers
JobNo.4 186 87
Dally Report t,to. 21
pE6 6-29-87
Shest 2 ot 2
SubJect: Flll Observailon and Tesilng Hote1 Additlons,Vail, CO.
69
Plaza f
6rN qrid c-29
SPECIFICATION COMPACTION & MATERIAL
TYPE AND NUMBER OF EARTH MOVING UNTTS
TYPE AND NUMBEB OT COMPACTION UNITS
NUMBEB OF PASSES THICKNESS OF LFT
METHOD OF ADOING MOISTURE
I',.r n'r'rar rrra<enF.lrnirt ban.d
"s
t rcirn oton,, p*r"af -@ tr:Tlfj1"::::?:Sx;":S-"::1""! !:l mororun ro irc rrn alrrfr'r,iidi "irii,L 0u"",*, b nor ourorvrno ooera.
rJ FILL TESTED MEETS SPECIFICATIONS.t] FILL TESTED DOES NOT MEET SPECTFICATIONS AS TNDICATED BY TEST No.(sl
AND SHOULD BE REMOVED OR FEWOFKED.
LI CONTRACTOR ADVISED
L] FULL TIME OBSERVATTON LI PART TIME OBSERVATION
Mike Evans Steven L. pawlak
tyqr tmrq e'n 6.d. o; rt i,n i"ll ii ier,-ii '' nDs mnor rDEn out ob'Borvct b nol olsotulnt o!€ra.
brr't |o' nrfkFs 06 rh",n", ,* n -o* f*lfiffi3 to celtr''Eto qt ob'o'r'st'r ldgrftsnt. tod dara ;;il ih;-;i;t
To vail venturesr r,TD.
1000 S. Frontage Rd VaiL, Co 81657
Attn! Frank Freyer
Chen&Associates
Consulllng Osotschnlcal Englne€fg
JobNo.4 186 8Z Dare G-30-BZ
Daily Rsporr No. 22 Shset I ot 1
Sublect Flll Obsorvatlon and Testing Hotel AddLtLons,
.VaLL, Co.
BFG=Below Foot
Plaza I
5_'_s
El FILL TESTED MEETS SPECIFTCATIONS.
tJ FILL TESTED DOES NOT MEET SPECTFICATIONS AS INOICATED BY TEST NO.(s)
AND SHOULD BE REMOVED OR REWORKED.A CONTFACTOF ADVISED [I FULL TIME OBSERVATION [8 PAHT TIME OBSERVATION
Plaza I
Plaza I silty sandy qravel
95E standard Proctor density
L00? standard proctor density
SPECIFICATION COMPACTION & MATERIAL
TYPE AND NUMBER OF EAFTH MOVING UNITS Cat 966 loader
TYPE AND NUMBEB Otr COMPACTION UNTTS Small vibratory drum
under slab
under footings
NUMBER OF PASSES as req, THICKNESS OF L|FT B-10"
!rFr!_o_q_q amrNc MotsTuRE none needed t^'""t'r re"'nlr ep'n."t tt-"c1uffi - rt """r*r; r"*r,r,"*il:",T:lJ;"jgjfil".ffEi,:g*::d31l:l3::f"gg_"I9fhyl;fllnoos€,t€rri nor obse,vi,,sopo,E-r'"'. r'..'q ,''. hrd. or rhF r,r .niv E bcr,eyed i€c";rd i;oid"i"i##;il;',;t'ffi:T"Jffi?T#rffiil tr:r.'i hr ca n,rrig o|! rtl'the, the . -ee!t BgsctfiCaltoN:
PFoGRESS FEPORT Contractor Iras placing backfill were made to site.part-time. Three visits
Ml-ke Evans Steven L. Paw.Lak
To Vail Ventures, LTD.
1000 S. Frontage Rd.Vail, CO 81657
Attn: Frank Freyer
Job No.4 t 86 87 Dale 7 -L-87
l Otl
Frt LnencAssoctates
Consulting Geolechnrcal Engineers
I
Daily Report No. 23 Sheel
SubJect: Flll ObssNation and Testlng
Hotel- AddLtionsr
VaiL, CO.
BSSG=Belolr Slab Subgrade
SPECIFICATION GOMFACTION E MATERIAL
BFG=Below Foo
und.er slab
under footings
e
958 standard Proc.tor denisty 1008 standard proctor densily
TYPE AND NUMEER OF EARTH MOVINCI UNTTS Cat 966 loader
TYPE AND NUMEER Og COMPACTTON UNITS 2-wackers
rhl t.qtn g'e!,edo .Dinan. tdmed 93 a re3|Jlloto-oUt"r""fd, J nn pffi
iglqjL";:ffi??f"Tgl:E*-:y_p:g:9p,9J19,1;gii"ir'giioio",or*,"e,s;iod;i-;;ii
Plaza I
Plaza I
Plaza I
A FILL TESTED MEETS SPECIFICATIONS.
N FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE FEMOVED OR REWORKED.
fiI CONTRACTOR ADVISED
I-] FULL TIME OBSERVATION Et PART TIME OBSERVATION
NUMBEB OF PASSES as req. THICKNESS OF LIFT g_I0x
.!,!EItLo_o_eL4qq!9_!qETUFE none needed
PFOGFESS REPORT Above tests taken in backlilf rdest of tunnel.
MLke Evans Steven L. Pawlak
r'enq rrrr3 a'r rnade or rhs rrrro',,t a! rFrrp'.d i€c""t"ty o ""iuare,io-;;i,;A;fi.;dffiTil';i.,"ru';be!'!lo! conlor$ 06 *hether tho.' -0!I| locctficrlbnr_
To VaLL Ventures, IJTD.
1000 s. Frontage Rd
Vailr CO 81657
Attn: Frank Freyer
JobNo.4 186 87
Dally Repon No. 24
Date 7-Z-97
Sheet 1 Ol 1
Chen&Associates
Consulfng GeolEchnloal Engineers
Sublsct Flll Observallon and Testlng
Hotel Additions,vail, co.
BSSG=Below SLab
BFG=BeLow Footin
Subgrade
Grad.e
TESI
N0.L0cAn0[
DEPlH
OH
EUVAIION
(rEET)
LABORA]FIE[D
PERCENT
OOMPACTION SOIT TYPE
MAXIMUM
DRY
DENSITY
lnnn
OPNMUM
MOISTURE
CONIENI
r116l
DRY
DENSIIY
(pcfl
MOISTURE
CONTENT
lo/ol
75
}JIAZA I 4's & 8'|w grid B-24 7 | BSSG L32.9 7.3 IJ5.5 8.3 10 0+silty sandy gravel
76
Plaza l.
3'N grid D-22 4 'BFG L32.9 7.3 135,7 7.2 100+t!ll
17
Plaza I
10rN & 8rW D-21 3'BFG L32.9 7.3 L32.6 7.6 100 tl ll
SPECIFICATION COMPACTION & MATERIAL 95E standard Proctor density under slab
1008 standard Proetor density under footings
TYPE AND NUMBER OF EARTH MOVING UNITS Cat 966 loader
TYPE AND NUMBER OF COMPACTION UNITS Sma1l vibratory drum wacker
NUMBEF OF PASSES AS TEq. THICKNESS OF LIFT 8-10"
METHOD OF ADDING MOISTURE none need,ed
Thts reDod Ffesenlg ophiong lotmed 89s f€3ull ot ou obgqn"lbn ot nn placsmonl. wo hgvs rsll€d on tho cor racto( lo confinuo
applying lhs ,ecornmend€d comp8cti!/e €llorl and mou|lro to tho fil durlng tlmag wh€fl qrr Ob3€rt/gr lr nd obggolng opg.a-llorc T9g19 8tg rnads ot lhg nl onlt as b€llevod ia.a8sary lq salllrele our obssn gr'B irdg€'ngnl. l€at data are not ihe eUs
besa lo' odnlois on t'helhar lhg frll neetg 3p.rclllcslons.
ld1 F|LL TESTED MEE]S SPEC|F|CAT|ONS.
TI FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDTCATED BY TEST
No.(s)
AND SHOIJLD BE REMOVED OR REWORKED.
F:CONTMCTOR ADVTSED f] FULL TIME OBSERVATION Q PART T|ME OBSERVATION
PROGFESS REPORT Above tests taken in backfill lift placed west of tunneL before our arrival.Structural backfill cras not being pJ_aced thL.s date.
COPIES Mike Evans Steven L. PawLak
FIELD 8Y
QTQ-€E{f TE${
hginaaring fw;tittg It sqaet iot
155 South Nevajo
Oenven, Col oredo
(303 ) 6s8-105&
EUa4,3
P.0. No. :
iob Na.: 104A43
Reoort Dotes:
Reoort T,,l. Va i i
u. E.
DLP
a7 ia7 / 87
u | / 16/ a t
u4/ t4/ a t
VenLures, LLc -iohnson ConEtrusticn CO-
Archi t,ects
Va i'l Ventur.es, L i:.ci -1000 5- Fr.ontegelRci. hest:Va'ii- CO E165?
Atln: Frenk Fr.ever
Test Nurnber:
Job i{er:re:
Job Acidress:
Corr.lr€ctor:
Su pg'i i er :
Truck i{o. :
vlr, Kgp-:
Losetion af Pour:
Date CEst:. A6/3At'6i
17032
€;r.dce'i,,;r:nglF1aza v€'r I uotoraoo
G. E. iohnson
ts & I Excevet ins
jJ-,
P . Norri'l unri
Founcietiorr lfeiI on
I
T icxet No. :i{ix I. D- :
LineFB&t{
i 4226
cvzl
Lines 194-5 Too Fortion
PtrYs r cA\..psoP,FFJr Eg
Slump:3-?5
Concnets Teno- ^F: 72 Timo Eatcireci;i 224
cgqlPREsg.LyE ,S-BENSiir...i soecif ieci 2O
Air ierno. ^F: 7L iine iesLed: 2:0i
OaV Strenqth (psi) 3000
Strength (ps i )
E ::'U
l{t.,/Cu- Ft-: 14i"i
Avanege S t renq i,:.
Air it): 6.0
Cyi incier. I D
UI
.Age (ciays)
7
5'i ze
o-,/,/El
r(emd r KS :
L I !-\rrlU r En - ,. !v -
8_
155 South Nava.jo Denvsr, Oojorecio
( 303 ) 69A-1 050
iest Nurnben:
Job Name:
Job Adci resE:
Contnecr,on:
giupp'i ier:
Tnuck No. :
CTC Reo.:Locetion of
84223
g-qNI F F"I,F,J Es-I.-8E.sir Lrs
t-.(J. NO-:
Job No.: ?04043
Reoort Odtes : A7 /O7 /87
ci /2a/81
a8/14/A7
Reoort io: Va i'i
i'LF'
Vaf 'j Ventures, Ltci-
1 000 S. Fnontcrge ilci . i,iest Vai'i, CO 016g?
Attn: Frank Frevor
S'l urnp: &-25
Concnete Tsmp -f ime Entchsci :
Af r ($) 3 o-z
A'ir Terno - ^F: 7tt
Tr'me Tgstad: 3:15
;i{t.-/Cu- Ft-: i4i-6 ^=- ,t,
laaa
gqmq.RES,FM, {TRE",N;qLH.,: Snocif ied t8 Dey Srransth (psi) s0CC
Cyi i ncien ID
tI
Age (oays)
7
Strength (osi)
z I t+u
Siee
a in
Rsmc r i<s :
Jivereqe 5t;'enc.l h
Date Ceg/i: A6/AA/e7
(
i r uoJ
ing/P I aza
G. E. Johngon
E| & ts Excevat i rra
J-C
F . Nord'l unci Poun: StEin Core Si i{a i'i s
Ticket No.: 1822i Mix I.0.: 5929
E'iev- 120'-9 ro'i32'-2
Veniures, Ltc.
i ohnsor: Cons.c, ruc: i on C0 .
.4rc h i i:ects
o
CONCRETE TEST RESULTS
P.O. No.:
Job No.: 704043
Report Detee z O1 /01 /87 al/24/47
08/14/47
Report To: Vai'l Ventuneg' Ltd.
G- E. Johnson Const nuct i on
SLP Architects
/'Date Cdst: O6/39/81 '
\__
Ticket No.
Mix I.D.:
al evat ioin
z 1822'l
c9z5
'1 20'-S to 1?2'-2
155 South Neve.io
Dsnven , Cr:l orado (303) 6S8-1050
Veil Ventuces, Ltd.
1000 S. Fnontage Rd.
Vai'l , CO 8165?
Attn: Frank Freyer
80223
West
1?033
Ternace W{ng./P'leza I
Vail Co]orado
G. E. Johnson
B & B Excavating
P. Nond'lund
Stalr Cone S1 wal'ls
i.
I
I
co.
Test Number:
Job Neme:
Job Address;
Contrector';
Suppl ier:
Tnuck No. r
CTC Rep.:
Location of Pour:
PHYSTCAL,qROPERTIEE
8lumo:4.25'
Concnets Temp. ^F: ?3
Tlme Betched: 2t3?
Air (%):
COMPRESSIVE 9TRFNQTHt SpeqJfiad 28
6.2 Wt.,/Cu- Ft.: 'l 41.6
Air Temp. ^F: 14
Time TeEted: 3:15
Day gtrength (psi) 3.P'99
Cy1 inder IO
01 gz
03
Age (days) $ize
? 6.00 26 6.00
2A 6.00
$trength (psi)
2140
3 200
JUC'U
Averege Strength
3140
INC.
Remanks:
CTC-GEOTEK.
H,r"
b
155 South Neva.io
Denver, Coloredo (303) 698-1050
Va f'l Ventunes, Ltd .
1000 S- Frontege Rci-
Ve i'l , CO A 1657
Attn: Frenh Freyer
Test Number:
Job Name:
Job Addness:
Contnsctor:
Surrpl ier:
Tnuek No.:
CTC Rep.:Loaation oi Poun:
eo22?
hlest
17032
Terrsse hl i ng,/Pl aze Vall Colorado G. E. Johngon
E & B Excavating
3-7 P. Nond'lund
Foundetion ws'l'l on
9oNc R ElE,,_r FSr,_B eSV.FJq
P.O. |{o.:
Job No.: ?04043
Repont Detes.. A7/O1 /87
a1/28/A7
0a/14/87
Report Tor Vail
G. E.
$Lp
Ventures, Ltd.
Johnson Construction CO.
ArchitectE
Date Castl. O6/?A/87
Tlcket No.:
Mix I.D-:
'liinrgFB&W
18226
5929
lines 'l 94.5 top portion.
EHYS_I qAL ?BgrPERI.r ES
$lump:3.?5"
Concrete Temp. ^F: 72
6.0
S'trength ( psi )
2190
.t I ou
3250
Wt.,/Cu. Ft.: 141 .1
Avenage Stnength
o l:ru
Ain Temp. ^F: 74
Time Tested: 2:05
Day Strength (psi ) ,..3_g-0q
Air (*):
Time Batched:1:24
OOMPRESSIV,E 9-TRENSTII: Specf 'f ied 28
Cyl'inder I0
0i
o2
03
Age (dqys)
7
2A
28
Size
a nn
6.00
6.00
/8,,
r tla \, .
Remankg:
CTC.GEOTEK,
a 7A{t
Chen&Associate
Consunr€ Gootcchnic€l Engirlo€r8
Gl€nwood Sprlngs, CO 8t601
3(139497€8
Colorado Springs
Denver
Fort Collins
Rock Springs
salr Lake city
San Antonio
, $Jcject:
'"Wy n, L987
Cbsena.tion and Testtng of
Gndtng Operatiqrd; I€stln Ibtel Affltios, Vail, @.
Jcb lb. 4 L86 87
9incerelyl
(hen *.Assciates, Irp.
:ls requesbd' re rffi, rf,itb the ccntracbr at ttle a:bject site cn ttay 6' 1987. Ctren e Associates, Inc., pranicusly ccn&nted i zu*oit strdt fcr &sign of fqrrdat:iqr for ttre s:bject additlcrr ard regnrted orr flrd-
fuqB cn l'Sanctr U!, 1987, Jd) No. 4 134 82.
oeu*aticns ard dlscussisrs rnade at the slte reganlirg backfill rnat-sralg :"re [reserrted in tlre attactr€al oairy neport !lc. l. fre rrrlsstand tiat re wlll cbsente tle fondaticr exoavatlons arO test backfilt qtstnrcuion r*e requetecl.
If n hrrc an'y qt:esbisrs c need firtlrer info:rnatlonr plese let us lslm.
vatl Verrtureer IID.
stP^.c
attacMs
,
al
To vail ventLlres, LlD.
1000 sorth Erurtage Rd
vaiL, @ 81657
Attn: Itanlc Eeler
WEATHER CONDITIONS AND TEN'PERATURE
CONTRACTORS EOUIPMENT I
"o*tt"*t'o abcrrt 1000r r,iest of project site, Visual cbsenlaLiqr and shallcnr prrfring rciti a strovel irulicated. ttre stckpite to
consist of slightly siJty to silty saruly gravel wittr subrounded ccbbles and borlders to 2' diaueter cbserved. Several-
large slabs of sardstone yrere also noted cn the slrface. l"lcisture @ntsrt ag>eared to ilcrease belcnv tlre surface.
/I
VERBAL COMMUNICATION WTH CONTRACTOR, ENGINEER, ARCHITECT, OWNER Contractor was advised that an apgxroval of the entire stckpile ould nct be giver.until tne pilg rras excanrated. fie-grarnrlar so-i!.less orrersized r"ocks shorld be accept-
able. Job sf:ecificatipns Urnit the material size to a nrucirnnn 6" 5n any backfill.
Ccntractor stated ttey interd to set. up a screenirg operaeior for oversjzed. rocks,arrt rpuld be on-site t".a Y to probe jrterior of pnoposed bacr<filt stockpile.
coPlEs:
oAF-3F (4.851
mikeE\rans _l@
FIEI..O OBSEFVER APPROVED BY
To Vail Ventures, LiD,
1000 Souti Etontage Rd.
Vail, CO 81657
Attn: Ftank Fteier
vuL +ih cnrl
-fErruca
Job No. 4 186 87
Dally Fepon No. 2
€Ubjsc_licolg!rydlgn Acrtvjtios€epod--.vedun Hoter aaaitiqrs, ]'vdi1;-co--
)
Date 5-27-87 '
sheet I Ol 1 Chen&Associates
ConsulllrE Gsolsdnical Eng nesrg
WEATHEF CONDITIONS AND TEMPERATUFE
CONTRACTOFS EOUIPMENT
coNsTFUCTloN AcTlvlTlES :[re er<cavaUiqr for Ierrae Wirrg fooEiJrgs, 9rfi lfutes F-K e 0.4-0.5 wse observed ard forsrd b be
on undisturbed ccrrse grranuJ.ar soil-s at design grade. Ccntractor had cornpacted natural soils ard f@Ling forms were set.
Five pad footirqs for Plaza Wing Phase T, Z, A, B, C on 21 lir€ & Y-22, were observed ard fourxi rto be qr lmse filVtopsoil at design grade. Fonns \",ere being set. Contractor qras dvised to ec(cavate to natural coarse grarnrlar
sils in alJ. footirq areas.
DrdD oe VAll-,
VERBAL CoMMUNICATION WTH CONTFACTOF, ENGINEER, ARCHITECT, OWNER Contractor was requested to notify us rctp1r Fad fotings
rere sJbexcavated.
L-__
cones: $gp,tlike E\.rans St€\ren L. Pawlak
FIELD OBSERVER APPFOVED BY
car.3n tr.65l
To Vail Ventures,' LID.
1000 South llultage Rd.
VaiJ.' co 81557
Attn: Franlc f::eter
Job No. 4 186 87
Ilally Repon No. 2
Date 5-27-87
Sh€st 1 Chen&Asociates
ConsuE'arg Gsdsctu$d E €irEsrs
ofl
Suqect Constructbn Aaiviti€s Report fll*'tn tlotel Additions,
Vaj.l, Co.
WEATHER CONDITIONS AND TEMPERATURE
CONTRACTOFS EQUIPMENT
CONSTRUCTION ACTIVITIES lftre er<carraticn for [errace Wirq fooLfuqs, 9rfi lines F-K e 0.4-0.5 rosce obe6red arrit for-lrd ,5 be on urdistxlalced ccrrse granular sojls at design grade. Ccntrastor had conprcted natural soiJ.s arrl foorting forms were set.Five pad fwtirqs for PlazaWing Phase I,2,, A, B, C on 21 UrE &y-22, nere observed ard fotrrul,rto be m loose fi1-1,/topsoil at dgsigt grade. Forf,na $ere being seb. Contractor was advised to excavate to natrrraL coarse granrlar pils jn aLl- foqtiry areas.
VERBAL COMMUNICATION WITH CONTRACTOR, ENOINEER, ABCHITECT, OWNER Cdrtractor was reqr:ested. to notify us when pad footjngs lere srbs<cavated.
Mlke E\rans Stevert L. Pahrlak
NE[.O OBSEM/ER APPROVED BY
To vail Ventures, IJU).
1CI00 Souttr Ffnntage Rd.
\ vail, CO 81657
Attn: Flrank frcler
Chen&Associates
Con$rl$rE G€otut'|nhal Engh€ol9
Job No. 4 186 87 Date 5-28-€7
Dalty Report No. 3 Sho€t I o|
SubJect Consfudon Activltlos Reporl l€stin llotel Additlons,
1'b11, co.
WEATHEF CONDMONS AND TEMPERAruRE
CONTRACTOBS EOUIPMENT
CONSTFIUCTION ACTMIES llre occarnticn for stainoay core fcolirg grrid 15nes fK m 1 l-ine was observed, and fqtrxl to be on
rndisturbed natural sJ-ighLty si1-dt sand I g::avel.
It was also dcsertred that orcarratim had been ccrpacrca.
scrne p!:ogEess has been nede s$e<carating fooLirgs fon Plaza Ptrase I a&1iticn.
VEFBAL COMMUNICATION WTH CONTFACTOR, ENGINEER, ARCHITECT, OWNER
Iltike E\rans Steven L. Pawlak
FIELD OBSERVEB APPROVED BY
To vail ventuires, IIID.
tr000 South llsrtage Rcl.vail, CO 81657
Job No. 4 186 tl Date 5-1-87
DaflyF€portNo. 4 Shest I Of I
Subj€st Constuction ActMtl€s Repon , l€sLtn Hotel Addltlonsr :
Vaijl, co.
Chen&Associats
CfisufdtE @€drnlcal Engft#rg
T'VEATFIER CONDfiIONS AND TEMPERAruRE cIeATl WA:N
CONTRACTOBS EQUIPMENT
CONSTRUCTTON ACTIVITIES '.Ibrrac Wing: The ocavation for Oo'efngs cn L.9 line, 1-6 liIas obssved, anl fourd to be on ur-
distwbed siLtfr sarxt ard grarcl with ccbbles.
Plaza Wing Phase I: S$excavaticar ccntiaues to rqncnre er<istfug filL to undisfurbed natrral soils. A sanrple of on-site
@sed over a 6" sq:een was obtained for labo::atcy tescing. $re 6tlnin:s rraterial is proposed for
structr:ral fill.
VERBAL COMMUNICATION WTH CONTRACTOR, ENQINEER, ARCHITECT, OWNER
coPtEs:
cAF.3fi {4€5)
lvtil<e E\nns Steven L. Bapl-ak
RELD OBSEFVEB APPFOVEO BY
To val-L vsnbrres, UrD
1000 sauth Fffiit€ige m.
Vail, C0 81657
-
t--
I Il I Chen&essociates
l/. a consuling Gool€clmical Engtutsets
--7f tsaZ
Job No. 4 L86 87 Date 6-2-87
Dally Report No. 5 Sheet l- Of L
SubJect Flll Obsewation and Tesdng lBLing Sobl edditims, $mae Wlng,vdjl, @.
Aftn:Fank F?eller
SPECIFICATION COMPACTION & MATERIAL
1008 starxlard kostor density
TYPE AND NUMBER OF EARTH MOVING UNITS
ticiloader
TYPE AND NUMBER CF COMPACTION UNITS
Ialackers
l:{ FILL TESTED MEETS SPECIFICATIONS.
I ! FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE HEMOVED OR REWOFKED.
B CONTBACTOR ADVISED
t] FULL TIME OBSERVATION 4 PART TIME OBSERVATION
NUMBEF OF PASSES as r€q.
METHOD OF ADDING MOISTURE
THICKNESS OF LFT 8II
ncne reeded
'r Fls 'ep<'rl p.es€nts o9rrlnng 'o.med s9 a r€9lll d our dggrvation ol fill dacom€nl. Wg h€\rg religd on &s cortEctor to @ntlnuo
rp! rlng thp rpcodlrel'ded cdmoaclve etlo.l and moisture to lhg ldl dunng bmes lhon our obsewer b nol obsgwing opera":ftls Te1sls a.e made ot the fin (|nly as b€tbved nec€a8ary lo calibrale drr d6enor'6 iudgenront. Test data arg nol tho 6019
5.1.,s to{ cpr..ons on Nheth€r lt€ tir 6a€B Ap€amCalloNts.
PROGRESS REPORTontracbr reported"ly placed one lift
(about 12")jn test a:rea due to subexcavation of old fill.
the er<cavation for east stair pad was obser:ved. About
ern half rras based in edstixE fi11. Subexsavation
4r to r:ndistxr$ed @arse grarrrrlar soils. Structural back-
fill is prqosed b be placed to design bearing grade. ltre
Tov.il venEures, LID.
1000 scnrth Frontage Rd,
Vai1, CO 81657
Attn: FYanlc F?eys
Chen &fusociates
Consultlrg Geolochnicrl E €inaelg
Job No. 4 L86 87 Date 6-3-87
Dally Report No. 6 Shs€l 1 Of z
Subject Flll Observatlon and T€sting
l€stfui Hotel edditiqtsr [blrace Wiag,vall' @.
2A'.
SPECIFICATION COMPACTION & MATERIAL
100? standard ketor densiQr
TYPE AND NUMBEF OF EARTH MOVING UNITS
Bob cat, 3-loaders, backhe
TYPE AND NUMBEF OF COMPACTION UNITS
2-Junping jacks, vibratory roller
NUMBEH OF PASSES THICKNESS OF LIFT
!i'< tpD.'t lrFqrn'r 6o,nionr iorned as a rogull ol our obggwatb(l ol t l Flaaomonl. Wo hare,ellod on tho conltactot to conlliu€
aoor!'nq tha 'o.ornrnqn.l.d c(fnooctilr etlorl snd r(igiro lo lhe till dlrlng linto8 rhgd our ob39Bw ls nol obggrvhg @8r8-lnq ter3 a'o nadc .t tl4 fdt(|nly es betiated r€ce38s.y to callbralo orr dsarw'h ludggrient. T€st dala ere not th9 8ols
t,a$q rnr nc'n,.rn! (v! whelhe. lhr I rl rn€e|s slecili@fdts.
A1 FILL TESTED MEETS SPECIFICATIONS.
N FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
ANO SHOULD BE REMOVED OR REWOFKED.
A CONTRACTOR ADVISED
n FULL TIME OBSERVATION &:PART TIME OBSERVATION
PROGRESS REPORT The above
way area on the east end of
Wing.
tests r€re taken irl ttre stair-i
the proposed h.lilding, Irerrace
( at ..'| t6 dsl
Tov.riL Ventures, LID.
1000 scuth Frontage Rd.
Vail, C0 81657
Attn: Ftank Efelt€r
Chen&Associates
Consultlng G@lochnical Engltte€r8
JobNo.4 186 87
Daily Rsport No. 6
Date 6-3-82
shgot 2 gr 2
SubJ6ci: Flll Observatlon and Testing
lsstin Iiotel Additicnsr lbrrae Wing,
vaIL, O.
oore trnd G Srid l-ine 17rA-E
cce pad @ 17, A-E
& 3rW of SE corrEr
YA
11
retst
stajr core pad e gr
10'N & I'
17, A-E
SPECIFICATION COMPACTION
100% standard Pl.ocbr & MATERIAL
density
TYPE AND NUMBER OF EARTH MOVING UNITS
Cat 950 loader
TYPE AND NUMBER OF COMPACTION srnll vi-bratory drun, lvacker
NUMBER OF PASSES AS IEq.
UNITS
THICKNESS OF LIFT 8"
METHoD oF ADDTNG MotsrunE nore reeded
rhrr ...rr'! r'FA'.li n!\'nlong lafrned 69I re3!n ol olr(llgwttbn d m Dlac8.nont. Wg fuve rgll€d on lhs aonlracl@ lO COn nuo
a!'Dry6q rhc ''c.rDp^ded co'npacliv€ o|lo( and moidurq to lhg ill d!ftig dfi€! rh€'r orn obsgrv€r b nol obl8rvlng opora.
non3 Tertq etp rnade ol the |tll otllt q3 bolbvsd rooeasary b calbttio orr dsowar'8 iudggmont. To3t dot8 @o .Et lho 8de
lra3!3 t.l i!r'n6nq nl!,h"tl€r lhe .'ll rreets Bpacmc8llor€.
PROGFESS REPORT
Mike L\rans Steven t. Pattlak
FIELO OBSERVER APPROVED BY
i coPrEs
L ,._
Dt FILL TESTEO MEETS SPECIFICATIONS.
t] FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(s)
AND SHOULD BE REMOVED OR REWORKED.
DI CONTRACTOR ADVISED
N FULL TIME OBSEHVATION E PAFT TIME OBSERVATION
caa 2R {6851
rov.il v'enbltes, tID.
1000 south Frcntage Ral.
Vail, @ 81657
Attn: Frank lheYe!.
SPECIFICATION COMPACTION A MATERIAL
95% e 1009 stardard Pr€tor delsity as noted
TYPE AND NUMBER OF EARTH MOVING UNITS
3-loaders, bob cat, backhoe
TYPE AND NUMBER OF COMPACTION UNTTS
Vi-bnatorv rollen
NUMBER OF PASSES THICKNESS OF LIFT
METHOD OF ADDING MOTSTURE n tX]TAl
CoruuRing Gsolechnical &6ineen otI
Subj€ct Flll Observatlon and Testing
t€sth Hotel Additions, Xbrrae Wing,
Vall, @.
EI FILL TESTED MEETS SPECIFICATIONS.
tr FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BV TEST
NO.(S)
AND SHOULD BE REMOVEO OR HEWOFKED.
ts CONTFACTORADVISED
[] FULL TIME OBSERVATION EI PART TIME OBSERVATION
Chen&Associates
Job No. 4 L86 87
Dally Raport No. 7
DatE 6d-87
Sheet L
t tsT
f,l0
13
I4
l-f,
IO
17
I h6
'
Fo(*l are3gnr! o!"n,od lormed ars 6 r6ult ot qn obSsreelbn ol lill pLrcomeit. W9 havs relhd o ltn contnglot to co'lurug
lDotv'Fo rrc' rccmrnendFd drnpadivg Otorl and m&turo lo tho till dunng tmes rhgn Or obSArg 18 nd obsgrvir4 @era-r@r re3jq, e'F nade o1 1r9 t,tt onty as btbd |locolsary to crllbroto our obsswsr'8 ludgfiient. TBsl dal8 aro rd lho 8dq
hnc'q l(n opF'on< or f,hetier th€ Flr .nesla s!€c|[Calio|'|a.
)
PROGRESS REPOHTTeStS #12-15 uere taken in stairway fot-
ing subq'rade (1008 con(ncticn specificaLion). Tbsts *16&17
taken in biJce path subgrade (954 ccnpaction sFecifi-
catrion) and are l-ocated wittr respect to tle nnntrole south of t}le p:oposed. hrfldirq at 8.5 lire.
.Dan E|)ugfierty Ste\ren L. Pawlak
APPFOVED
Tovail ventilres, LrD.
1000 scnrft Frontage Rdl.vail, co 81657
Attn: Frank Ftelter
t5I tIlI Chen&Associates
lZ-, a cortsu[irE aootschntcal E]€ln€ste
-za
-t EtFtbp of Fotjng
.;eg x6. 4 185
Daily Repot No.
Subject Fill Observation and Teting
I€€ttn liotel Adalitiuts, ltsrrace Wi.rg1
vail-' @.
Dats 6-8-87
Sheet l- ot l-
LOCATION
terrace addition E
|rs & 1r
terrace addifl611 E stair pad
2'I
terrace addition E stair pad
I I
SPECIFICATION COMPACTION & MATERIAL
958 standard Proctor dansiqr urder slab
TYPE AND NUMBER OF EAFTH MOVING UNITS
cat 950 loads
TYPE AND NUMBER OF COMPACTION UNITS
2-waclcers
NUMBEF OF PASSES as req.THICKNESS OF LIFT 8U
rpne needed.METHOD OF ADDING MOISTUHE
r h's 'p!rr( p,e3gFrs rDfito.ts tottnod a9 g le!|jn ot ol|r obrcr€tlo'| d m ptscarngnt. Wo harlo .rl|d on ths conbsdd lo condirrg
annlvl.! rhc 'ico6r.n<tarl cohpadiv8 €ftorl gld trniSlu'o lo lho fill durt4 ltiao ihen our obgorvat b rEl ob€aBh! @on-
r,nnr TFsrs ar. daie ot the nl @ry ag bslbrr€d fE€888rt t0 calMs 6r ob8gtrsr'8 fudggD€'lt. Tesl dalE at€ not ltro 6ob
haaG to' oo!n,on3 on *hetf€r $a in ?i€qte lpocific8llon3.
PBOGRESS REPORT Above tests taksr on bat*fiIl near east
stair pad.
Mike EVans Steven L. Pawlak
APPBOVED BY
pad
SOIL TYPE
fi FILL TESTED MEETS SPECIFICATIONS.
O FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
NO.(S)
AND SHOULD BE FEMOVED OF REWORKED.
E] CONTRACTORADVISED
t-] FULL TIME OBSERVATION EK PART TIME OBSERVATION
Tov,til ventilres, LID.
1000 Sout]r Ftontage Ril.
Vail, C0 8f657
Attn: F?ank l?eyer
Chen&Associates
Coflsulilg Gotechnbal Englnestg
Job No. 4 186 87
Daily Reporl No. 9
Dale
Sheel
6-9-A7
10'1
SublEct Flll Obsarvauon and Testing
I,€sLin Fote]. Add.iticns, Serrace wlng,
Vail, CD.
G 14.5 llne
terrace winc C line
east stair pad fotirrg
20'N & 2'w
F FILL TESTED MEETS SPECIFICATIONS.
E FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVED OR REWORKED.
E CONTFACTOH ADVISED
i] FULL TIME OBSERVATION F PAHT TIME OBSERVATION
east stair pad fotirg
4rE of SE
SPECIFICATION COMPACTION & MATERIAL
95? & 100% standard Pr.oqtor density as noted
TYPE AND NUMBER OF EARTH MOVING UNITS
Cat 950 loader
TYPE AND NUMBER CF COMPACTION UNITS
wackers
NUMBER OF
METHOD OF
PASSES as req. THICKNESS OF LIFT 8"
ADDING MOISTURE nore needed
pRocREss REpoRTTests+zL-z3 taksr on strucb.rraL backfill :
urder foting (100? ccnpacLion specificalion)due to boulder
rsnoval.
Tests+24&25 taken on urder sl-ab backfi[(95? ccrpactior
sgecificafion) east stair pad footiry.
Sbven L. Parrlak
I h.3 'coci Dre.eorg oD'n'o'3 tdmod a6 a r€allt ol dr ob3g|talbn d li[ dacgrnol,ll. t{6 tEE.slbrt on lha colliaaioi to cd lnuo
aFFrynq 'hp rFco'nrFnded compecth,e dfui q|rd lnoislur€ tn lho Rll dur&4 !ni(E I'ien our obgowgr k nol obgawkE ope.a-
non. lFits ar€ dad6 crl the lill dltr a6 belioved iecoSSary lo aalDrgte ojr d!arv€{'8 ldg€rnont. T€31 dala aro nd lh9 Sole
baer to. oprn,ons on whelh€r the
'lll
6€ob specificalbrE.
Mike Evans
APPFOVED BY
Tovril venu!:es, LD.
1000 South Flontage Rd.
Vajl, C1f, 81657
Attn: F?ank Fteyer
Chen&Associates
Consuning Geotechnical Engineere
Job No. 4 186 87
Dally Repoft tto. 10
Date 6-10-87
Sheot I of I
Sublsct Flll Obs€rvadon and Tesdng
!€stin Eotel Adititiqrs, Iblrace wing'vail' @.
TEST
N0.t0cAI0N
DEPI}I
OR
nnAnu[
fEEr)
TABORATORY REtI'
P€rcent
Sonpac-
tl on
g,IL TYPE (faximrn
D17
DCnsi tv
0ptinun
!!oisfirre
e.rnt en f
DFY
DENSITY
(pc0
MOFruBE
CONIENT
(%)
26
@r:race wirg, stcun draJn
25rlitr of discharqe 5rErc t32-9 134 -g 6-9 100+si 'l tw sandw crranra'l
27
tffiace wirg, storm drain
15rN of disctnrqe
g:b-
orade 132-9 7.3 126-O q-1 q5 fl tl
28
terrace wirg, stonn drain
c line nad at I llre f@ting
stada 1a2^9 7"i 1a2 _O ct^ I lno n tl
E FILL TESTED MEETS SPECIFICATIONS. !
I] FILL TESTED DOES NOT MEET SPECIFICATIONS AS INDICATED BY TEST
No.(s)
AND SHOULD BE REMOVED OR REWORKED.
tr CONTRACTOR ADVISED
tr FUIL TIME OBSERVATION B PART TIME OBSERVATION
SPECIFICATION COMPACTION & MATEBIAL
95E & 1008 stardarrl Hrcctor density as no'ted
TYPE AND NUMBER OF EARTH MOVINO UNITS
Cat 950 loader
TYPE AND NUMBER CF COMPACTION UN]TS
Wacker
NUMBER OF PASSES as req.
METHOD OF ADDING MOISTURE
THICKNESS OF LIFT 8-W"
rpne needed
Th6 raoort prsgonls opinong lonnod gg a r6ull ol ou. ob8ondtbar ot lil placonad. Wo havg relld on lho qontnqtq lo conlhlg
applyir€ the recdnmgndod cdrtpacdvg gfiort and .fiobtur9 to tha ltl Aring lnea rhon oJr (Os€rF ls not &egavlng op€ra"
llong. Tgstg aro maatg ol tho llll only a8 blbrgd n€ce€aory lo aallbratg our obSgfwr'8 JudgE ner . Te8t data Irg rd lhg 8ob
bas6 lor opinlon3 on wholtE th€ fin meob spedicdionS.
pROGRESS REpORT Trest #26-27 taken cn backfill storrn
drain wtere itcrosses bi-ke path. Ibst#28taker fine grad-
ixrg fill- of footirg e:<carration on C ljne 6-10.
l4ike Evdns Steven L. Pawlak
FIELD APPROVFD BY
coPtEs
CAF.2F (6.8ti!
Cxrx exo AssoclATls
Coruultirg Eqinr*r
Soll ond Foundotion Erpinoeing
a
t a F I
I
l,a
I
t
I
I I I
tlo tl!? tE-r|.rlf t3l
GRAOATION
orAYrL 47 % tatro
Lrtluro LrxrY %
TEST RE5ULTS
3Oq. 3t Lr axo .LAY
rLA3rlclTY lrlo€l
23%
7o
5-L-87
F I
6 rto
f
J a
a a J rro t
F
a a
I o roo
I 'c
COil'IPACTION TEST RESULTS
eorracrrox rr rr troc::Dur: [$St D 698 -78 l"bt]Iod D
sar.Pr-f, or siltY sandY gravel
r 16r. stck Pil-e on-site E t ' ''
.to r.o.ro .a Fr .a rt. \' :{ | Ja
n ' 'l .qta .r
Lt tt rl LL rjr ?tt t
l|Oaaruta - F:lCaXT OF OFY w'l6Xt
rOtatUla - Dll Otllrtt Curv13
4 L86 87
-l*DJ
ardt Consu8tants
Denver and Houslon
No.601/2028.4
Oba€rvatlon Report
hrsorsp,asenr Chggk _UewlgEl.G*. E._,!ghnson) , Crai g Carol'l (Rl{C), 15-20 other
-G.! J-ohngon
-empl oyees.
obssr\rarion _!egt stair concrete pad and link foundation.
FstdFirdhss lhe reinforcement in the pad as w61 'l as the vertica'l wall dowels
*appeared -tg -be in-conformance with the drawings. The south side 'link wall
footing.was-in place against the exjsting fo.undation. The south side link
wa1l tsill be poured over a step in the existing foundation.
h$rucriorgci€n The south l'ink wall sha'l I be dowe'l ed into the exist'ing foundation
step and poured mono'lithically with the wal] on the new footing. The pouring
sequence was also c'larifjed with Chuck concerning details 6 and 9/S1 and
wall shoring so the slab-on-grade can be poured.
Fsra€r{ Compleb . ti&ather c'loudy' cool
McKee (G.E. .Iohnson)n Frank Freyer (Vai'l Ventures)
oao 29 May 1987 FeportNo. S-1
copi€ero Ernie PYI-e (SLP)'
CRAIG
/we
T
P.0. No. :
Job No.: 7A4A43
Rsport Dates z A6/O5/87
06 /26 / 87
07 / 13/81
Report To: Va i'l
SLP
Ventures, Ltd,
Johnson Cangtruction C0.
Anchiteqts
-I
-CONCRETE TEST RESULTS JUN
155 South NavaJo
Denver , Co'l oradq (303) 6S8-1050
BA22e
hiest
17428
Va i'l
1000
Vail,
Attn:
Tast Number:
Job Name:
Job Addnesg=
Contrecttrr 3
$upp'l ier:
Truck No-:
CTG Ree.:
Locstion of Pour;
Vtsntureg, Lt,d.
S. Frontsge Rd.co 8165?
Frsnk Fnever
Dqte Cest t O5/29/87
r,JeFFEEe- lPlaza t
'.featfgoftl-r-a-da G. E. Johnson
I & B Excavating
5-V P. Nordlund
Ste'r'r $1 footing pad.
Ticket No.: 17879
Mix I.D.: 5929
PHYSICAL .PROPERTIES
B'lumo: 2.0 Alr (t):
Concnete Temp- ^F: 58
Time tsstched:10:31
coMR,RFSSIYE ErBFNgr4: epoeif ied 28
Cy] inder IO Ager (daye ) Size
01 ? 6.00
0..1
Air Temp. ^F: 56
lime Tested: 11:00
Dey Stnength (psi) -?9"q,0
b{t ../Cu . Ft . :
Average Strength Strength (psi)
1860
.ll'.ri 11i.;,
CTC.GEOTEK,
Remsnkg:
TID.
Glry llnrrela lorr of Vaitr
75 g.: Froatage
YetrI,, CO 8165?
kc F!,a:a Ulng
Dcet 6ery:
Fcr your
cerpet urail ltr
i
Eaelailrtl
l$Flttrr
i:
I
li.
I
I
1. 1987
enclosed
Lng Phase
t Freye
of, De
28
1000 Sorjth Frontage'Rilad West, Vail, Colorado 81657
ii
are copiee of the epeclficatlons for I.
. 303/476-6602
l
II'
pPnen
,@,
FORMA
,tsttlF nttrt
PLo&etg' .nl Ald|dfn3
1000Lmm Sr.
P,O. g$il f1004
9oottlo,
Vorhlngmn
t8lll
z0{.d28.&n0
T€hr {?4 OUf
SuldNcrr'Ylrrl
Decmbar 4f 1987
I{r. Fmnk Frcyar
Diractor sf Eveloment Vall Yenturns Ltd.'
I000-South Fmntage RoEd H€st Sulte 200
Vnll r Colorado 81667
Dear Frrnlr
Attached pl€aso flnd the ftllorlno 0n the fndlvlcual she€ts as rett-ntnn{tr.
fl anmablllty -speclflcations ealled out as numDered by pags ln tho,followlng
€usstmoo Grrgat
Hospltrl f ty Sulte Carpet
0usstroon €nd Hogpltallty Crr pat psd
Gorrldor Carpet
€orrldor CErp€t pad
Plerse let
Slncerplyr
lf you have frrffher quesfion8.
S€an lhtch
ProJ*t Coortfnrton
SHcb:l
AH2O9lBL
cci lhyla Toung
PAE$
1.3
4-5
6-11
l?"15
16-e0
me kngw
Specl fi qqtlonE
AV.ZI 28. VA )Ag.
t"tt t,
H'*.8
04P -to3u
aO CFQ80 PtArNg EOULEVAFo,9.E,, OALTON, cA. €TZ0l pHoNEr (404)
WW..r. r....,..',... r, r.,.,. r...... r ..Iuftad Cut FLta
EAAGE.'r.r,',r....,,,,.. ,.2/U
Sfff?Egg'PEP IilCA'. ' .. | . . . r . .. | . | . . , r. I
FARitiA
E/8,, Ivfted PIW fr8l081,.r..,.r.,..r,r..,. ..g/EAn p+ntehad (.Zglu)
IA&N,...,,..rrrrri',.r.. .. 2 ?ly Saf,tttOn COntl"nUoUe Fl,?,anant NylOn
yAnNWEI/JHII. ...... .i,....,.t0 0s, petEq. Xd.
PExMATI EACKIile,.r.,., ....polgprcpgZane
SECAIIDAfrI BA9XINfl,,..,.,.,.{ute at Sgnthetta
fmAE VEIG4I..,...r.,,.rr.....,r....r.9a oE, pev Sq. ld.
AEOVE EWCIFTCAXIOilE A&E SAEJECN rO NORMAL MANAFASTURINQ ROI;ERATICEI
*PfiQEAgF $PEE$IgAgTOfri I&8 DfrRTVED FEOM AVEf.ACS1 NESALTME nROIT nailiAr MlunAcramflc rluwnarrcss rN yanx. FTEER, aNwad;-AAAsrNoB
wp-fiFlv,,,EuvrDrlN aflD C0r,0\ Nn MAr VAil ilnvry noaw
INDAETAT IAWRNCES, PERIORMANCE I8 IIW ASFACTED AY SACA-1NTANCZS.
WEEEE NA MIilUg XATARAilCE TS STATED Oil BID NEftAESTE RAR A PNODIICTI xf,g EABETC I'flEr BE MAIIIFACnUXAD ffiOVZ AreC$ilttroug r0 wsr raw ,NEqAEST. AND ilIL' TnE&EEOEE TIECESSITAIV AN IIICREASa, 4NTC.I WA rAA Pnaaacg,
AEni E-648 eafiaii' Fanal leet - crae I Exoead' .46 wattaTonn
AgtrM E-66A Snake Denglty ?eat - Undor 460
UETBEN CRI
n7.91',t1
la-tffi'PaMl I l(Ne* ,t_'t----. A^.'.eCF,.
EPEcrFrcArroNs f/pn 'l YeD
4&?quilJfgY;.,,.....,.,,.,.,r.. ,...9A0 pwton FOo,_
TFiEf, za, vq 3=a
ri ].'':'..t'".,i....,':.'...''
Independenq 1lExrile
\er**g*
. TEST NUMBER
5085
P.O. Bor 1g4g / 1S0g Munay Avenuc
Dellon, Georgla 30722.19{A I phoie 404-A7t-g0t3
BEPORT
l{hi,tecrEat Carlret ti!!.Ite, Iac.
spoclmans d tha sulmltted samples were preparad and tg8ted in acoordancs wtth ASTM E{48 an(Uor F€derat Tasr Marhod SiZ. Nrpe Z$
EuesWt4 I rysq t
JuIy 2{, 1986 OU€TOMFF:
SUBJECT:
Blyls: 830/.lstE
Colon 90
Roll No,:071009
Flbef:
Pllsl
Seoondary Baoklng:
Teei Assembly
--r*l llsuntgd on llraaEltE
CfltlFsl Rsdlsnt Ftux
Total Eum Lsngfih!
F|3me Front outl
,?T
29.0
75.0
9psclmen No. 'l
watlVcmr
cm.
mlnut8s
Spcctmgn No. 2
--
.81 watF/oml
25. 0 cm.
45
" 0 mlnutes
I
wattvcmr
watlvcml
coefficlenl ol varlailon
.09
11r
LOORING RADIANT
Epaclnren No.3 _-_
.89 watts/crn,21.0 cm.44.0 dnutes
Avenge Crltlcsl Hedlent Fluil .80
fu llmrtsd StBnderd Dovlruon
il{)
TNDEPENDENT rerrudhegrtNe rNc.
Out lltt|n |nd r$!rE rfr lor ttr! erdt4lt3 U5g Ot Ur Au||Oml, tO wnorn tnsf B'ggdOlo$EO, snC thqirc0rit ttr E ron tOony O0tr't Or llt3 uro ot ltig H:"?fgn:*Tl;*l1T:il3-s-qgj,'jf:tr-*lgf*lg:gLr.,tienirirrriiirid.liiiiiliiiii'iJd,isueerlonryrorherrr.oralosrdia6d ffi ffi.ffi {[{&iry4r,:llxn'nmm*1il'ff ri*,1i1,1,t,*:ui;ff r't nor rEootsslllv u|{€allve ot lh.,qsrlilbr ol_!ppr.n{t {tmriclt or flmlrrr nidguatr,ltre rsdiiilni-ffii .Ts b "e!tm t rnr, ln€. rre trot b bo uead i!ir$ aal griqritrltinr]rr ro oorrn,rrno rc tn, qrnsnr &rbtun.
r't nol notoldo||ly U|o€a w ol td
E'E
grrqgFrl,m€ft ro Gimlltrng lc ur !finrrt A$ttr.
I
t;
I Independent I TUxtiti
TeS{in? ,
CUSTOMEN:Whitecrest CarF6! !{lllE, fno.
SMOKE DENSITY TEST (NBg)
SU&IECT; specimone of the-a-ubnittod aampler.were prepared end tcated ln ec.cordance wiih rhe proceduraa
l;ffiE$rle Narionsr suresu orsran'd'rii, T,;.h;iliNil ?08 and xrpa aoe,
2.6 weltslcgrr
I
I
TES"I'NUMBEN
5085
July 24, 1986
G Factor: lgg
Avg.
Operating Condltloae
Sedipmster Raadlng: ?.? nrv;
Thernral.Exlosursi FlAn!.ng
Furnace Voltaga: gs
Irrsdianqe;
Burrrer Fusll Propane
Eanple lbecriptlon
Styler 830,/ilute
Cslor: 90
FoIl No.r 0?1088
Flben
Piler
Teet n€8ult{
Charnbsr Temporatulp, aF. (rtart)
Chambsr hersum
Min. Tfansnittance (TMl,'6
et, ninuts
lila*, Spas. Opt. Deuaity (DM)
Claar Beanr, (DC)
Dtr.t consEcIED (DMC)
8pec. Opt. Denetry at t.S min.
Bpso. OFt Danaity st 4.0 min,
Tlsre b 90n DM, minuies
ra
96
it flz
96 95
Mbintainsd podtJve, undel 3" lll(3
WTffiffi;INDEPEIIDENfiEX INC.
Dalton, Goorgda $0?2&t8{O r phoae 40,ldl&301g
Olu ldtlrr.ld rrg$tr #ff"-..1ffiiil;HH$ffi xk:l3Y:.9:,:-Trdd't.d. r|nr $.a-.e!|Euoic!ltoa rs r|y o$g'lorrh!lhrrrcr'tos-stl.lrco*";r;;;;il;'-'- -'-- rEw.-@aqr € rrt cu9|l ot lllt
rsrto{ltr,dn.]r.,gnr."^---,,.,,.--,-lTryt'o!'.hltatritrdtt!.4t rpPlv{6trte
H ffi*ffi ffiiT"ffi:tfftri:1"* :**:[:,Cli:@: SEfr; ffi lll],il1ffi#i',H't:ar nr6f d dr. bdiF!&".r..rib ftiio. &;hr. ,u; ;;-fr,L'fi;ffi,1ilH;:,Hl?rofr#trff #ffi fri
P.O. Bol rt{t Ave. r
l&UE*rrzpr*rq
CMJ=ELT-
t 6 88r
8.5 8,4 8.5
145 r61 139
L2 l3 1I 134-J.,18 L28 t-'l 2
67 9Z 82 0 6.9 6,4 6.9 t 1.9 1.8 l.g
s'd AVtel L8. VZ J=A
l..rll
-;- - -.!!!f':.FHEGP
- C EBml E D Zary ulonATonrr$ Inc .f?ri*t,W 116 RT'ERBET{D *na. { o. Bor ag.r . oA,"lgrr, otoF.n rrao
rtaoilt 0t ?grt
@lEfTl Farbtlgc Cgrqgroyl tnc. Lrb.1.0. trr l20t €rllou, 0f t0t0t
SUilIEG& oer rrlgh ol crrgrt rubrltted rd
l -,:,,.*, .._jidn; ft i.lgrFr{ e-6
Saohr Cesrtry lcEt| eslr
lbr rrrultr cf larrlog
bctctDr
Oplrsdng Cordltlrot
ledianager 0ulpurr
?ur;tace VelBt6er
Prccrurgr Foslrlyr
ly cl,irar u
sffi Dldgrlr (Esl
pertorrrd rr rpoctfkd il l{!S frchlcsl Bott 709.
Irr !r raportrd [r1or. Diutlcd dlte ers att*had
0t lai'lrtrrt.v
^tt ^Ogtltrrs
G1go' ?-,oEf-{
' HrrEtt t$u
[rt I, t9Et
tttt llo. t9tt6?600{
s 8.0E iw , lrndicacrl
IOE y Burses luell
0odcr thsor lacher 0l 'Jsrer
2.t rrtu/rq" ca.
Proprur
tB$ TElilL'I
llqlsr llodr -:tri-E
CosfteBod ilextsgl Sprctllc optlcel Drutly D" (corr*trt) i{I
ter C!3IIIIED TUSII]E Llgtilr0pJES, ttc.
65
"Mr,o,lp
W#fi*t-.tT( futfe &.e
ll?EElrlrq ilodc
A?CITET
O|Jt Lffnlr| rID tErottl rFLt EEE? t0 tl.t rarrLt ?E B Arr0_Ar!_rier.xrstrtlr !? rxotca"rvt Ot yHa Ou^t.r tt lDllfirEr! ol llrtlJr rrocuc ' txttt tErr![ rrs rircirr -rr! rot tlt uri 6r..r- di-*. or.,rr.' ?o yxor f]rtv rxD
"|{arr
coxeutrclhot{ ?6 ^ltr ovt rrr ot ?r.t tra sr rrr - krr:-5r ' C,-Cri'iFr id'isiit iG p.gOrlvcn,E!. trc q'J
E D 6ilhf [ABoRAroRrrs, inc.
16 RrvEnFExg oHrI€, i. o. For eoar . Dlttox, gEffictr o7D
rmacFlBft r0 rE(nr mnE, !36{t
lldry t&dr
Charbar ?argrrrurr (rtelt)
Spoclnao ttubcs
illltrul I Trrullrrtce (Dt)
tha to Altrll ?l| (ntautu)
tritffio Epcetflc 0grl,arl D.asit (Dd)
clser Srar (oC)
Speclflc Op$cel D.satrt (Og) rr t.l
SpEctttc 0pr{crl DctrrtF (Or) rt 4.0
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75 soulh frontage road
Yall, colotado 81657
(30:r) 476-7000 ofllce of communlly developm€nl
April 23, Lggz
Frank Freyer
vaL]. ventures Unl-inited
1OOO Soutb Frontage Road VaJ.I, CoLorado 9L657
RE: BuiLding Pa:mit, Recreation Fees for the Terrace wing and Plaza Wing Phase I
Dear Frank,
In a letter dated March 17, L997, I had asked that you pay the fulL recreation fee for both the plaza and Terrace nuitAing when you receive tlre permit. The Town vould then reLurburse you for 50? of thE recreation fees due to the existing recreation facllities within cascad,e ViJ.lage. Gary I'turrian and peler
Fatten diseuesed this process again wlth the Finance Department and requested that you be required to only pay 5og of your total recreation fee uhen you receive the perrnit. the rinanie Department agreed that this hras resonabLe as Cascade Village aLready bas recreatLon facitlties constructed.
r arn rrgrLting this letter to confl-ru your receation fees for both proJects. Tbe Terrace Wing fee l_s gro,aso and the pJ_aza Wing PhaEe I fee Ls $X.,712. These fees are calculated by:
TERRACE WTNG
Receation Fee (.25) x Total BuiLding square Footage (83600 s.F.) '= $2Or90O
.50X$2Or90O=$10,450
tl
\AITVExTRES, -
lfarch 25, L987
@
FBF/sb
Enelosures
!fr. Gary ltrrraln
G:htef Butldtne'Offtcial
Tor*n of Vall -
75 South Frontage Road Vai1, CO 81657
RE: Terrace WtnglPLaza Wlng Phase I
Dear Gary,
EncLosed please ttJfid, cwo sets of each of the foLLowflng:
L. Adden&m #L for the Terrace Wlng dated 3120187
f,rom SLP and G.E. Johnson
2. Addendtrn' ftr for the PLaza Wlng Phase I dated
31201.87 fden ROMA
3. Add.endun #' 2 for the Plaza ldng Phase L dated 3l2ll87 from Rot'lA
MONTAIiIE CORPORA?ION
P
OLa-r/c-.
1m South Frontag6 Road West, Vail, Colorado 81657 r 3031476€602
\Atr
March 24, L987
MOIITANE
RX: Terrace l{lng
Dear Garyr.
Please f,tnd etrclosed two copiee of Terrace t{ing
Addenduu #!. srhil.efrr :[g,,'dated 3/20187 and modLfLes the plans and spec!.fLcati.orns dated 2123/87.
,?Qaa*-@
I'EI'/eb
Enclogureg
10@ South Frontage Foad West, Vail, Colorado 81657 o 303/476-6602
ri
lr
{'
c3
c4
,CEIIII{GS
cl
c2
GT
G2
G3
G4
5/8' IYPE lXI GYP. BD, ON METAL FURRING
5/8" TrpE rx, c:rp, BD. oN UETAL SUSPENSTON
sYsTEl.t
SY}ITEETTC S$'CCO SYSIEM ON g]SPENSION STSTEM
z-f,aYERS 1/2" TypE 'Xt cyp. BD. ON METAT,
FSRRIT CHAIINEI.g ON BAR .]OISTS
lII INSUI,ATED GLASS (CIEAR)
IN INSULATED fEI4PERED GLASS (CLEAR)
1n TNSUT,ATED GT,ASS (CLEAR). OUTSTDE 1/4"
WIRE GLA9S' INSIDE 1,/4" TEMPERED GTASS
WIRED GLCSS IN STEET FRAME
IJ rt- S"l-/h]
T*rrw*
D nl$
4!tz * ..,1
E[mRSt
FLOORS - COMPOSITE FLOOR CONSTRUCTION TO EAVE 2-
EOOR FIRE RESXNG
Fl 3'r CONCRETF SLAB 0N t[ETAr. DECK
E2 NOT T'SED
F3 4II CONCRETE SLAB-ON-GRADE
F4 CERATIIC TILE 0N Fl ' TCA IIETHOD E 1 13
F5 CERru{IC TII,E ON F3, TCA MEIIIOD Fl 13
r.6 PAVERS ON @NCREIE SLAB ON PROTECTION BOARD
ON IIATERPROOF MEUBRA}IE ON Fl (PAVERS)
F7 PAVERI! ON F3 (PAVERS)
GI.ASS
sYstBus {oTEs
-T72T7TT-
ROOFSi
Rl METAIJ ROOFI}E ON FEIT,/WATERPROOF MEMSRANE ON 5/8" FrRE RETATDAIIT pryWOOD (PRIUE F.W. €VAIIEYS) ON METAI. DECKII]G WITS FIREP.ROOFING,
ONDERSIDE EIROM GRIDS D.6 TO SOUTS EAVE MGE,
NOMINAIfiY, AtrID K.l TO 'SOUTE EA1IIE EDGE NOM.R-30 BATT INSUI.ATION
R2
R3
R4
PRECAST @NCRETE
PROTECTION BOARD
ON @NCRETE S[,AB
INSUI,ATION
METAI, ROOSI}E ON E'IRE RETARDAN!
CEANNElfi
PAVERS ON SLIP SHEET AIID
ON FLEXIBI,E SHEET ROOFING
ON METAI.. DECK. R-30 BATT
WATERPROOF II{EMBRA!{E ON 5/8N
PLY!{OOD ON METAI.. FURRING
<*)frr*e
WOOD DECK ON 2X WOOD SLEEPERS ON PROTECTION
BOARD AIiTD ELEXIBI,E SHEET ROOFI}IG 'ON @NCRETE
SLAB oN !iETAE DBCK. ffi
R-30 BATT INSUI,ATION
IileIJ&S
wAr.,Ls - ar,L uElal sfuDs AT 24" o.c. (12" o.c.
BETWEEN EIRST AIID SECOND FLOORS OF EKTERIOR 9BTI,S!,
ONLY) UNf,ESS OTEERWISE NOTED. USE WATER RESISTAIIT
GY?STIM BOARD EA ALI.I BAABROOMS AI{D BARS
wl sinturtrc stucco sYsrEM oN 5/8" TYPE 'x' €lTz-r
GYP. SEEAEHIIIG ON 5" STRUCTORAIJ STUDS
tttZ SYNTBETIC SEUCCO SYSTEIU ON 5/8" TYPE t)lt Qt.'.',,'
GYP. SEEATHING ON 6II STRUCTURAI STUDS WITH
R-19 BATI INSUTATION AND 5/8" TCFE rxr GYP-
SUI'I BOARD ON INTERIOR ( 1 HOUR FIRE RATING)
W3 SYNTHETIC StttCCO SfSTEM 0N 5/8" IYPE I Xr --l - ; ,
GYP. SHEATHING ON STRUCTURAL STUD CAVITY
wArL wrTH BAtr rt{surJATroN , 5/8" TYPE r Xl
GYP. BD. ON INTERIOR
N92-o6ffi €A*,fd.efio Sfue-o -oa U,
POURED-IN.PLACE CONCRETE
5,/8't TYFE rX' GYp. BD. (EACH SrDE) ON 3-5,/8"
I{ETAL STI'DS (NON-RATED)
w4
w5
ll5
TW
w8
5/8o TYFE rxr GYF, BD. (EACH SIDE) ON 3-5l8n
I.IETAI, STTTDS (1 EOUR FIRE RATING)
5/8o TypE rx' Gyp. BD. (EACH SrDE) ON 3-5l8n METAI SIT'DS WITH 3II ACOSSTICAIJ INSULAfION
. 254 WIDE, CREASED rO FIT CAVIty ('l BOUR.FIRE
RAIING) .
5,/8II TYPE tX GYP. BD. (ONE SIDE) ON 3-518"
METAL STT'DS WIIE 3" ACOUSTICAL INSUTATION
5/8" EypE rxr crp. BD. (EACH SIDE) ON 6tl
!.TETAL STTIDS TfigS R-l9 BATT INSUI,ATION ( 1
EOUR FIRE RATING)
2 AYezg;s5/8" - TCPE rXr GYP. BD. ON 2-1/2" METAIJ
sBuDs, Atr 16o o.c., EACE SrDE OF CHASE 9ALr,
WTTE ACOUSTXCAI. INSULATION 3N (USE WA1TER
RESISTANT St?SUlil BOARD AT ALI. BAEEROOMS AllD
BARS} (I EOUR FIRE RATING)
2 L,ACERS 5,/8" IYFE rxr GYP. BD. (EACE SIDE)
. oN 3-5,/8" MEfAL SI\]DS (2 BOUR FrRE R..ASrt{G)
w6 wrsE ei smps (NoN-RA3ED,
NOI I'SED
5/8" wpE rxr GYP. BD. ON 7/8" METAT, FtRRr!{G
CEANNEL ON CONCRETE WAf,L
5/8o TypE rxr ct?. BD. (ONE SrDE) Ol' 3-518"
MEIAL STUDS
CAVItrY SEAEI INLE - 1 IAYER 1' SHAFT VBLI..
T,INER ON SEAm SrDE SET BETWEEN 2-1/2" C-B
STT DS WITE 2 IAYERS 5/8" TYPE rXr GYPSUI"I
BOARD (2 BOT'R FIRE R,ATING)
(LOGGIA BASE)
NOT USED
W2 WITH 2 LAYERS TYPE IXI GYP. BD. AT INTE.
RIOR (2 HOUR FIRE RAUNG)
I{16 WITII R.19 BATT INSULATION
NOT USED
!t9
wl0
wll
.wl2
wl3
wl4
w15
wl6
wl7
w18
wl9
w20
wz1
w22
t-9o- E7
Cfc , il.ltO
f I /,
.:
W23 W7 WTTH R-19 BATE INSULATION (1 HOUR FIRE
RATING)
. GEIIERAI.I NOIES
01 REFER TO SBEETS A5.1, A5.2 AND A5.3 FOR
ENf,ARGED ctiESTROOM prANS. 1/8" GUESTROOM
PLANS TO BE USED AS KEY PTANS ONLY
02 REFER T0 SBEET A5.1, A5.2 AND A5.3 F.OR Ty?I-CAf, GUESTROOM DOOR AND WINDOW MARKS AND
DIMENSIONS
"ur
Kt4'o r- e6 -ET
BULLETIN
Subjecc: Monokote Bullettn #186
Formula for Prediceing Thickness of Types MK-4 and MK-5 on Tube and
Pipe Steel Co h:mns
The fireprooflng narketp lace hss become highly sophistlcated and now
invo lves many varying avenues of sclentific approach toward methods of
.'. de terrninirig proper flre protection mediums. Along $tirh thls evolucion, we
have also seen destgn evenues alter, somewha !' significanrly, caklng advanlage
of new engineerLng princtples. One specific examp le of thts has been the rlore
prevalent, use of hollor-shaped cube or pipe sceel colunns, bolh fabricaced and
plate pre-fabrtcated varletles .
t{e heve moved toward keeping pace with both of these changes !o lhe
narketplace, end r,rork recenlly completed at U.L.I. highlights our concinued
efforts. We have developed e numerLcal equacion which can be used ro Predict
the flre resistance performance of structuraL sEeel cube and plpe co lumns
protected slth our Types MK-4 or MK- 5 cemenlitious mixiures.
This fornu la was developed laklng into accoung a different asPec! then
the W/D value you are familtar r.tith. nlp is the value used, whlch refers to
the cross-seceional area over the heated perlmeler, and this value focuses
|nore oo Crue area raiheE than mass of the column. Extensive study work has
found thac ho l low- shaped steel figures are affecced differently as relates to
overall cemperaturE transmission characcerlstlcs than W-shaped members. This
effectlvely relnforces that the use of rhe AISI co lumn forrnula ls not valid
for ho Ilow- shaped members. Therefore, lhe below formu la is che only true
equation (and U.t.I. approved) whlch cen be used for tube and plpe colurnns.
Listed below ls the aforemencloned formula, whlch reads:
r = 265.75 G/P)R + L2-49
GRACE
Construction Products
t\-2-
: !{trere :
t = ltniting end poln! (flre reslstance) tlme (in rninutes)
A = cross-deitlonal area (in square inches)
. P = heated'perimeter (ln tnches)
A .. thlckness of MK-4 or MK-5 (in inches)
Convertlng thls tnto a more norkab le form, we come out with
R=t-12.49 .z-6TTrc,lp)
This equation ls only valld for a minirmrm 4 by 4 by 3/16 inch rube or 4 inch dlameter ptpe rlth a rolnintrm rall thickness of 0.237 lnches, to a ma,ximum
32 by 32 lnch tube or a 32 lnch dlarnecer plpe wirh a minimrrl! 1/2 inch wall thickness. An lnporta4t point !o remenber: No I,IATTER wIiAT THrcKNsss ts
GENERATED BY TflE FORMULA, NO_ FTNA'_TETE-SS SHALL BE LESS THAN 3/8 INCH.
For Tube Co lurans
A/P=tG+B-2t)
ArB
wall thickness
length of horlzontal side
length of vertical slde
well chickness
oulside diamter of plpe
co luron
d
Ilhere
d=
f, r=
a=
B=
Ilhere
I have ettached charts lLstlng the thlckness of MK-4 or MK-5 required for L to'4 hour ratings for both s landard fabricared sizes as listed in the AISC
Manua I of steel construction, and non-scandardized bullt-up plate members -
STRUCTURAL TUBING
SqUARE - Standard AISC Sizes
llonoko t,e Thickness , In.
Nomlna I Size Wall Thlckness
4x4
5x5
6X5
3/16
Ll4
5lt6
3/8
Lt2
3i 16
U4 slt6
318
Ll2
3lt6
Ll4
'5116
3/8
rl2
t hr.
't I
13 /16
5t8
9t16
7lL6
I
314
st8
9tt6
7l16
1
Jl4 (/l
9l16
7lL6
2 hr.
2 5tL6 t 314
L 7lt6 I Ll4
1 < t1 A
2lL4
L 314
L 7IL6
I JI Ib
r.5 / !.6
2 Ll4
L 314
1318
13/16
1.s/16
3 hr.4 hr.
3 9116 4 13116
2 314 3 11115 2Ll4 3
L 718 2 9lt6 LLI? Z
Ll? 4 314 11i16 3 518 3116 2 75116
718 2 tlL 7116 115/16
J
z
2
1 I
1 1l,2
2 LLIL6
2 3116 r r.3/16
1 318
t+ 314 3y8
z t5lt6
2 7116 t 718
For
.l 7x7
8x8
10x10
12x12
14x14
16 x 1.6
Standard I{elght
Nominal
Diameter Size -_-r--
1
314
5t8
9l16
7 lt6
1
314
5t8
rl t
7116
318
't
J-
314
)16
Ll2
3/8
3i8
JI -
518
LI L
318
518
Lt2
318
q /n
Ltz
3/8
STRUCTI'RAL PIPES
AISC S lzes
I hr.
IJl IO
7.t/,
s /n
LI L
I.lall Thickness
--2.rT--.258
.280
.322
.365
.375
3/16
U4
5t16
3/8
U2
3lL6
rl4
5lL6
318
Ll2
5/8
3lt6
u4
s/16
3i8 llz
st8
Ll4
5116
3/8
Ll2
slL6
318
Lt l
5lL6
3/8
rl2
z Lt.+t 11/16 t 3t8
13/16
718
2 tl4
1 11/16
L JI6
L 3116
7/8
314
z Ll4
11r./16
13/8
I t /R
7{8
314
1 11/16
13/8
1 1/8
718
1 3/8
1 1/8
718
r 3/E 1 1/n
718
2 hr.
I IJll.b
111/16 'I O/14
13/16
r. l/B
Lt2
-(/ 8
1/R
13/16
3/8
rl2
sl8
t3lL6
318
1i8
7lL6
1 /e
314
118
>16
118
3/4
7,tA
r/8
314
slts
I if n
3t4
514
qll6
7le
,,t J.O
tl6
11/15
Q /'I A
7t8
7lL6
7t8
I I /14
9116
718
1/R
11/1(
u2
7t8
318
L3 /L6
13/16
318
I?/l4
318 'I':r'l(
3
z
z
1
1
.+
3
z
1
3
z
I
1
1
'l
5
I
I
4
3
2
2
I
4
3
2
z
1 I
?
2
L
1
z
I I
2
1
1
2 I I
2
2
'I t
z
L
1 I
5
5
8
t0
L2
3 hr.
T-TTTI6
t ot'ta
2 sle
2 ur6
r- IJl IO
I )14
4 hr.
2 1 l.)
2 13116
L llro
2 318
-4-
Double-Extra
Nonlnal
Dlalneter Slze
Nourlnal Slze
x4
ox z
.-
, IiIalI Thlckness ___:i_
-J5 t
17(
.432
.500
.500
.500
Stroag
r. Wal1 Thl.ckness
-674
.750
-864
.875
5
6
8
10
'12
ter Stze I h-
578',--
9l16
Lt2
7lL6
3/8
318
2 hr.
tr3Eo
1 3/16
l.
t'18
718
718
3 hr.
Z.TTT6
L T3IL6
L'91L6 I 3/B I 3/8 r 3116
4 hr.rffi
Z LIz
z Il8
L 718 r 13/16
1 13/16
4
;5
6
l8
L hr.
318
3t8
3t8
3/8
2 hr.
314
5t8
o/ r e
9l16
3 hr.
1 1/8
1
718
13/16
4 hr.
tu2
1 3/8 r 3/16 I r/8
STRUCTI'RA,L TI'BING
RECTAI.IGIILAR . STANDARD AISC SIZES
Monokote thickness ,
lfall lhlckness
In.
5r2
,5 x 3
u4
s/16
3/ 15
u4
5lL6
3/8
Lt2
3lt6
Ll4
slL6
318
3l16
Ll4
5l16
318
3/ 1.6
v4
5/ 16
3/8
I hr.
13/16
11/ L6
1
13/16
sl8
9lL6
7lL6
I
13/ 16
)l 6
9l16
1
131r.6
518
el16
I
1.3/ 15
s/8
9lL6
2 hr-
L 314
L 7IL6
2 5lL6 r 3l4
L 7lt6 I Ll4
15/r.6
2 5lL6 r 3l4
T 7IT6 t 3/16
2 sl16 | 314
L 7IL6 I TI4
z 5tt6
1, 3t4
L 7IL6
1 3/16
3 hr.
2 314
2 rl4
3 9lt6
2 314
2 114
L 7le
L LIz
3 9lL6
Z LLIL6
2 3lL6 t 718
3 9lt6
2 314 2u4
L 718
3 9116
2 r1116
2 3176
L 718
4 hr.
3 314
3 U16
4 13lL6
3 1Ii !.6
z 9lL6
z
4 13116
3 s/8
2u2
4 I3l16
311/16
2 9116
4 13/16
3 5t8
2u2
5
6x3
-5-
4
-:]
l6
I
I
e
i
7
a4
x3
x5
bx2
x3
x6
xZ
31L6
Ll4
.5/16
318
Ll2
3tL6 ll4
5lL6
3/8
3lL6
u4 5lt6
318
u2
3/16
u4
5/16
3t8
3/16.
Ll4
5lt6
318
3lL6
Ll4
5lL6
318
u2
3t16
Ll4
5l16
318
u2
3lL6
u4
5lt6
3/8
3lL6
u4
5lL6
318
Llz
3lL6
Ll4
5IL6
318
uz
I
13/I6
518 .
9l16
7lL6
L
13/16
5t8
elL6
I
1U15
5t8
9lL6
7lL6
I
l3/16
5t8
9lL6
I
3l t+
518
et16
L
11/r6
5t8
9lt6
7116
1
314
5t8
9lt6
7lL6
I
1r/16
518
9lL6
I
314
st8
9l16
tl ro
L
314
518
Llz
7lL6
2 Ll4
L 314
L 7116-
1 3116-
r.s/16
2 Ll4
L 314
L 7tt6 l3ir6
2u4 r 9i16
L 3/8 t 3116
15/ 16
2'Urt
L 314
L 7lt6 I 3/16
2 Ll4
L 314
1 3/8
L 3IT6
2 Ll4
1 9/16 I 3/8 I 3/15
r.5/16
2 Lt4 t 11/16
13i8
L 3116
718
2 Ll4
L 9IL6
13/8
I Jl f o
2 Ll4
111/16 t 3/8
13116
718
zu4 t t1/16 I 3/8 r 3/16
7le
u2
11/16
3tt6
7t8
7lt6
tl2
r.r./16
3l16
717
Ll2
7lL6
3lt6
13/16
318
Ll2
11./16
3lt6
718
Uz
11 /'t A
3/16
13116
u2
7lt6
3lL6
r.3/ 16
318
Ll2
5/8
1/8
13/16
318
Ltz
7lL6
3lL6
13/16
U2
518
118
13/r6
318
u2
518
r/8
L3IL6
318
314
518.-
15/16 _
LI L
r5/16
314
5t8
T5IL6
Ll2
314
5lt6
15/r.6
7 tt6
15/16
314
518
l5/16
Ll2
314
518
15/16
Ltz
3ltl
5116
15/ 16
7116
T5I16
314
9lt6
7lE
? lL6
7t8
314
5lL6
r)l ro
tlo
)l+
9lt6
718
7116
718
11l ro
9l16
7t8
7lL6
718
4
J
z
z
1
5
2
L t I
4
J
z
L
3
z
z
1
4
J
2
2
4
3
?
2
4
1
2
2 I
4
L
2
L
3
2
z
1 I
4
3
2
z
4
J
2
2
I
3
2
2
I
I
4
3
2
2 I
3
2
2 t I
3
?.
z
1
1
4
?
2
t
l
I
p
3
2
L
L
3
2
z I
4 x 3
z
z I I
3
2
2
T
t0
-6-
L2xZ
L2x4
L2x6
12x8
L4X4
14x 6
14x 10
15x4
16x8
16x!2
3lt6
Ll4
3lL6
u4
5lL6
3/8
Lt2
3tt6
u4 slt6
3t8
u2
u4
slL6
3/8
u2
5/8
U4
5IL6
3IE
LI2
Lt4
5lL6
318
Lt2
5lL6
3t8
Ltz
5lt6
3/8
Ll2
5l16
3t8
Lt2
5176
3t8
TI2
1
314
I
314
5t8
Ll2
7l16
1
314
5 /n
Ll2
7116
Jl4
sl8
Llz
7lt6
J10
3lt+
5t8
Ll2
7l16
518
LI L
7l16
518
LI L
318
518
t/2
7l16
u2
1/R
1t2
?iA
2 Ll|
111/15
; .,.L LI4
r. Irl !o
1 3/8
13/16
7t8
z tl4
1r.1/16 r 318
11/8
718
I 11i16
r. 318
11/8
7te
3t4
1 11/r.6
13/8
1 1/8
718
111/16
13/8 1r/8
718
r 3t8
1 1/A
718
r 3/8 r 1i8
13/8
r. 1/8
718
r 3/8
11/8
718
J.I2
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518
118
13/16
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3t8
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1/8
314
318
1/8
q/c
li8
L3IL5
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518
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3t4
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s lL6
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7116
718
9tL6
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9l16
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7lL6
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318
13/15
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5lL6
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-7-
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BUILT-UP TUBE MEMBERS
2
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Nomina 1 Slze Wall Thlckness
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24x24
26x26
28x28
30x30
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314 I
Ll2
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718 I
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318
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318
318
2 hr.
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9lL6
7lL6
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rl Lo
7lA
9lL6
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o/ r A
Llz
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L 3/4
L 5IL6
718
11/16
15i16
718
1r./15
15i16
tltr
314
11/ 15
r 5/15
7 tA
314
u/16
r 5116
7lE
314"
11/16
9lL6
;
T AJl IO
1 3/16
15/16
L 314
L 3lt6
L5IT6
r 314
1 3lL6
1 111A
t 5/16
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I 3lL6 r 1/15
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r 314
L JI LO
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32x32 Lt2
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L LIZ
L 314
2
3t8
3lE
3t8
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3/8
3/8.
3t8
3t8
7le
9l16
LIZ
-7lt6 ?/R
- 3/S
318
318
1 5i16
718
314
11/L6
9lt6
u2
7lta
3t8
r 314
1 3/16 I1/t6
15/16
314
5/8
9lt6
1 It
There are obvlous ly qulte a number of, large built-up members lhat rre have not
covered here. [Il ttr these formulas, decernlnlng the actual Monokoce thickness
requlred ls a f,alrly slmple tesk.
f,hls fonnrle provl.des you rich a very strong sales tool, as rre are che only
:manufacturer who has a U.L. classif,ied method for approaching hol.lor-shaped
€tructurs.l columns. RefLecting our continued positlon as the market leader, we
contl.nue to be the flrst l'ith nerr approaches based upon our level of technical
sophlstication. Along rrlth the other co lumn formulas rle have established for l{-
stlaped orlnber.s, you Aon have available a conplete package of compreheos lve cools
stth rhich to eell. And rre are continulng to explore further rerrisions gnd uses
for these netlrods.
Letrs shon ttre narketp lace holr the No. I sales organlzation in the industry can
Eolve thelr problems. G@D SELLING!
D*n
D. M. Tafaro
DMT/Pec
ADDET{DUtr f,UUBER dIE to
COtrlRACT for CONSIRUCTION of:
WESTIT| HOTEI,
TERRACE WING ADDITION
\/AIL' @LORAIn
Issued ttrrough:
SERACUSE LAWLER S PARTNERS
1100 stout, suite 200 Denver, Co 80204 (303) 623-703t
.Iob Numberl 85/L]-l
20 l{arch 1987
lhis addendr.m forms part of the contract Documenes and trodifies the-originar speclfications and drarings, dated 2g February 1987 ' as noted belor.
Tttis addendum consist,s of 26 tl1gewrict,en pages, 3l - g-I72n x 11" drawing sheets, and 0 - 30" -i 42" size irising sheets.
COTIENTS DET.ETE SECTTON .O92OO I,AIH AND
PLA$TERT
{,02- SECTION 01030, ALIERNATES ADI! "09261 cypEum Board Partit,ions and Walls: SUBSTITUTE for Wll - S7e" fype rX r
!l.Fl. Glpsum Board on 2-I/2u netal studs t ?t 24r o.c., each side of Chase WalI with 3r Acoustical InsuLation (3 lblcu, ft.) r (1 ltour Fire Rarlng), Ut Design U905.
*03 - SECTION 0l?0O, 1.01 D.5. CEANGE "fieLd order" to nArchltects gupplementary Instruclions.n
forl - sEcTXoN O22OO, 2.018. - doversized rockn greater than 20 in any dimension.
13 any rocK
wHlW ADD 1 IofL6
t-
WESTIN IIOTEL
TERRACE WING
Add *I
Page tlro
t05 - sEcrroN o27LL, 3.0r c.3 - CHANGE ro read ,'place proteceive covering around complet.e circumference and length of pipez with ninlmum ln overlap around and 4" overrap longituoin-al.ly.
106 - sEcrroN 031001 2.o2c and 3.038 - 645on chamfer strips, ADD trexcept as sholrn on detail D3. 13.n
t0? - sEcrrotl 05500, z.oia, 2. and 3. - use material and dimen-sions as shorn on drawing 8A7.2.
108 - sEcTroN 06200:A - 2.01A, l. ADD afeer ,tRed Oakrr plain salrn.. B - 2.02 - ADD !l8. Wood Soffit - Beveled, T and G Douglas fir, vert,ical- grain, D and Better (occasional tiqht knoLsl, smooth on one slde. (SAne for plaza Bld6.,phase I).
C - 3.01D - REVISE to read
Grade (A9{I Section 500).as lndicated."
nlilood Shelving: AWI Custom Provide and install shelving
D - 3.018 - DELE?E "and Rodn. ADD sentence "Closet rodg to be one piece chrome plated steel , Ir diameterr heavy gauge.
E - 3.028. - CIIANGE last sentence t,o read nscrer at,tached each board co wood sleepersr flat heads flush with deck . o
f,09 - sEcTron 06400:A.I.O2A-DEIETE.
B - 2.01.8. l. After ttCabinet Intsriors't ADD ,,excluding
D5. 34. tt
C - 2.02D,2. CHANGE nmapler to ored oak, plaln salrn.,'After "cabinet inceriors'ADD rr, except D6.34.n.
D - 2.01D REVISE to read " Trim triateriil: Ref er Spec Sectlon 06200, 2.01 A.".
E - 2.018.1. CFTANGE "Blrchn to "Red oak, plain sawn',.
*10 - SECTTON O724O, 1.01 8.1. - DELETE,
trl - sEcrroN o7255t 3.04A.wlL1...o.- ADD af ter " llesEing : " , trOwner
wHlr!{ADD I 2ofL6
WESTIN HOTEL
TERRACE WING
Add sl Page lrree
t12 - SEC1ION 07600, l.0l A.2. - DELETE, refer 02610.
ff3 - SECTIOtr 07510, 2.0L C.I. - ADD after "Caps"r "(including roof curbs and coLumn caps, eeg.l og.7 and 2A4.5).
*r4 - SECTTOI 08305, 1.01 A.2. - DEIETE.
trs - sEcTrotr 08520, 2.o2A A.r - rgnore guestlons marks in margin.
,116 --sEctlotr L0305' 1.04A - ADD nrnclude flue routing shops.o
117 - sECTIotr LO522z A - 2.0LA - ADD 4. potter Roemer.B - 2.018 - REVISE to read nCabinets: RE: Sheet U6.2,no!,e. cFire protection Eguiprn€Dt.rr
t18 - SECTTON 10800, 2.OlB:
A - Item A nunber should be B3944-SS.
. B - Item D - CHANGE number to 8347 (mount in partition).
*19 - SECTIOT{ 13200r
A - Replace pages 13200-3 and 13200-4 with the att.ached pages 13200-3 and 13200-4.
*20 - SECTION t424O. 2.0tc:A - Refer page 4L, attached Eo spec - I4.0lb.(3)r Cab ceors to be Satln Stainless Steel.i2f - SECfiOR l5l80r A - Paragraph 2.02 - ADD tr Brried spa piping" to list, of piping types to be insulated B - Paragraph 2.02.D - ADD r'3. Buried pipe - InsuLate all . buried pipe and fittings in same nanner. Spiral wrap with "Protecto lilrapn No. 200 coating, 50t ovlrlap.
wtlr{ADD 1 3of L6
WESTIN IIOTEL
TERRACE WING
Add #1
Page Four
122 -
il23 -
sEcrlon 15500:A - Ilydraulic salculations approved by ehe fire marshall End fire rating bureau having jurisdiction shall indicaee sizing of aLl fire protection piping. The sizing indicated in the hydraulic calcuGtions shall determine final fire protection pipe sizing and, take precedence over t,he pipe sizes indicated on the mechanical drawings. Ttre pipe sizes shown on the mechanical drawings aro for general information only,
SECTION L67232
A - ADD attached pages I6723-L2 rhrough L6723-L9.
wHl'!d ADD I 4ofL6
WESTIN HOTEL
TERRACE WING
Add *1
Page Five
DRAFINGS!
t01 - SEEET A2r1r
A - Drawing 2 Ground Floor - RE1IISE note for expansion Joint covers at colr.mn lines 0.5 and It to n1" E.J.&letalinEs type g-K-LB at wal1 type, AB-IL at floor,set top of fLoor E.J. flush r{ith top of carpet.rt B - Drawing 3 First Floor - ADD trDrapes and rodil eo General DenoLit,lon Notes.
*02 - SBEET A2.22
A - Drawing 2 First Floor - REVISE note for expansion Joint covers at column l-ines 0.3 at J to uL-o E.J.Metalines type g-K-LB at wall type, AB-11 of f1oor,
. set t9p of floor E.J. flush wlth top of carpet.".
*03 '- SHEET A!1.3r
A - Drawing 2 Giound Floor PLan - ADD note at, room 84 for sindow unit at south wall . olhis unit sfunilar to type J doorr only with fixed door units.n
104 - SEEET A!1.4:
A - Drawlng 2 First, Floor Plan - ADD note for granite at Iobby 160 trGranite, Bright Red Ihermal Finish t LZn xL2n sLze at 45o pattern. Begin pattern ag cenger of . Lobby.tr
*05 - SEEET A2.5c
A 1- I - Drawing 2 Ttrird FLoor Plan - DELETE gypsun board pilasters at corrldor side of rooms 390, 39L, 392,393, 394, 395, 396, and 397.2 - CIIANGE Corrldor 348 west window from llpe 11 to . L2.
lo5 - SEEET A2.?z
A - CHANGE St,air f I window from Qrpe 11. to Type L2.
*07 - SEEET A2.9r
A + 3 - 8-Ll2 x L1 reproductions are hereby reissued for
, incorporatlon into the contract documents.
wHxt{ADD ].5of16
WESTIN ITOTEL
TERRACE WING
Add *r.
Page Six
*08 - sHEEt A3.1:
A - Drawing 2 !$orth ELevation - REVISE note for rJointsn
to nRevea.Lg.tl
B - Drawing 3 East Elevation - REVISE note for trJoint.oReveal .tr ADD nobe to "provide construction joint transition between disslmilar materiaLs (studs
concreta) . Verify locat.lons rrf ith Architect, orior pLacement . n
f09 - SEEET A{.1:
A - Drawlng 2 Section - DELETE foundation drain at, column Iine M. ADD note at foundation wall_s at colunn lines F and M nConcrete wall with wat.erproofing membrane and l tayer 2a rigld insulation, continuous from sLab above to footing." ADD foundatlon drain at, column llne F.
B. - Drawirig 2 section - DETETE foundation drain at, column line M. ADD note at foundation walls at column lines B; C, F, G, and Fl n Concret,e wall with waterproof ing 'membrane and I layer 2" rigid insulation, continuous from slab above to footing.n ADD foundation drain at column line C,
C - Drawing 4 Sect,ion - ADD note at foundat,ion wall at column line 6 nConcrete wall with waterproofing
mejrnbrane and 1 layer 2,, rigid insulation, coitinuoui form sLab above to fmting." ADD note nREs D4.29 for foundation drain.n
D - Drawlng 5 Section - ADD foundation drain and note ,tRE:' D4.29 for foundation drainn at column line J. ADD note at, foundation walls at, colrx[n ]_ines G, J, and K lConcrete naLl uit,h waterproofing membrane and I layer 26 rigid lnsul-ation; continuous from slab above to footlng.r REVISE C4 note at Retail and Loggia to point to Joist. ADD note at lower ceillng at- Loggia oc3n.
{10 - IiEEAT Atl.2r
. A - Drawlng 2 Sect,ion - DELETE detail reference D8. 16.
ADD foundation drain lnd note nRE: D4.29 for founda-tion drainn at column line C. ADD note at foundation walls at column lines Br Cr and F nConcrete wall wilh waterproofing membrane and 1 layer 2n rigid insula-tionr continuous from slab above to footing.,, RSVISE CI note at Corridor 450 to trC4."
to
at
to
to
WHlI{ADD 1 6of 16
WESTIN ITOTET
TERRACE WING
Add *l
Page Seven
*ff - SEEET A4-3g
A - Drawing 2 wall sect,ion - ADD foundation drain and note nREs D4.29 for foundation drain.n at column line lZ.B - Drawing 3 warr section - DELETE foundation drain and note at column Line 9. ADD note ,C2, below CIo at cellings. in Lobby 60, 160, 260, and 360. REVISE C4 note at lobby 460 to 1tc2t . ADD C4 ceiling at 9 r-0,,A.F.F. DELETE 6n dimension note at, fobby 360 and LO-L/20 dimenslon note at tobby 260.
*f2 - SEEET A4.12
A - Drawlng 2 Wall Section - ADD note rWaterproofing ' menbrane and I layer 2n rigid lnsulation, coirtinuoui from pipe chase above eo footing. ADD notes FZ and F6 at slab.over pipe chase.B - Drasirrg 3 wall section - DELETE fireproofing at first floor metal deck. REVISE celling noCe C3 to 'C2,r.BEVISE lilT wall to W5 i{ith footing per structural draw-ings.'
C - Drawing 4 Wall SecLion - ADD foundatlon drain. ADD note rWaterproofing membrane and 1 layer 2n rigid lnsulation from pipb chase above to footfng.,'
f13 - SEEET A4.5:a - 9r-1$ng A5 Sectlon - DELETE note ,'6o max. spacing at 1,/2o sguare stl. vertical support.tt ADD note at ifood Cap reference nRE! D6.45,"
*l{ - SEEEA A5.1:
A - Drawing 3 Unit llpe l-ttANDICAppED -room oREl D6.45, D6.43 for interior
B
c
; Drar'ring 5 Unlt lYpe 3 - ADD note !Flxed wlndows at Unit 84.r'- Drawing 8 Suite 388 - ADD note nWall tile st,ops flush with bullnose llle.r'
*15 - SSEET A5.2:
A - Drawlng 4 suite 483 - ADD detaiL reference nD6.3B sIM'l - at, sauna bench. REVISE dimensiona at column lines B.8 and 9 from ? r-0" and 3 r-9" to L0 t-8o. .
ADD note at bath-
elevat ions . "at french doors
WIIIId ADD 1 7 of 16
WESTIN ITOTEL
TERRACE WING
Add sr
Page Eight,
tr5 - SEEET A5.3:
A - Drawing 2 Unit. Tvpe 2 Expanded - ADD det,ail reference nD5.38n a! gauna bench.
*l? - SEEET A6.L:
A - Drawing 2 Unlt fype I - REVISE note for elevation to bot,tom of trim t,o 6 r-8n. Ihis would aLso apply at Unit Tipe 1 ttANDICAppED.
B - Drawlng 7 Unit 388 - ADD general note ,lRefer to . electricaL and provide fire-rated box out at aIl . recesEed lights where there is no double ceiling."
flr8 - SEEET A6.2:
A - Drawing 2 Unit Iype 6 - REVISE noee at 8 r-6" ceiling to trC2 or C4 Exh. Damper at 8r-6n A.F.F."B - Drawing 3 Unit lVpe 7 - RE'\rISE C2 note aE I r-6r ceil-ln! to nC4n.
C - Drawing 4 Suite 483 - REVISE C2 note at 8 r-6n ceiling at hallway and toilet to rC4d. REVI$E notes at bath area ceiling to trC2 at, 7 t-6t with C4 at, 8 r-6r above.o ADD general note rRefer to electrical and provide fire-rated box out at al I recegsed lights wtrere Lhere Ls no double ceiling.'l
*19 - SEEET A6.3:
A - Drawing 2 Unit Type 2-Expanded - ADD note at eoilet
"C2 or C4 ceiling at 8 '-6" A.F.F. C2 below,n B - Drawlng 3 Unit 1}pe 5-Expanded - ADD.note at bathroom nC2 or ,C4 ceillng at I r-6r A,F'. F. C2 below.'l
*20 - SEEET A6.4s
A - Drawing 2 Ground Eloor - ADD note at Room 66 "Cl ceiling above C2.n
*21 - SEEET A6.5:A - Drawing 2 First Floor - ADD note at Room 157 ncz below Cl.n ADD note ac Room 165 "Provide ceiling hangers from structure above through C4 at 4r-0" o.c. for
. tenant ceiling."
*22 - SEEET A5.68
A - Drawing 2 Ground Floor - ADD note at Corridors and
. Lobby rCl abovs C2."
wH11{ADD 1 I of 16
WESTIN IIOTET
TERRACE WING
Add *l
Page Nine
*23 - SEEET A6.?:'A r Drairing 2 First. Floor - ADD note at Corridors and
IqPUV nCl above C2." REVISE door swings at Corridor 168 to match Floor planl Sheet, A2.4. AbD 2 hour flre reslstdnce designation to wall between exterior and Retail, north of Corridor 168. ADD note at Rooms 163,157, and L58 oProvide ceiling hangers from structure . .. above thnough C4 at 4r-0n o.c. for tenant ceiling.n
'*21 - SEBET A6.8:
. . lobby rCL
125 - SEEET a6.9r . .; A - Drasing 2
. , lbbby dCJ.
126 - SEEET A6.l0r
A - Drawlng 2 Fourth Floor - ADD note at Oorridors and Lobby tC4 above C2.n
*27 - SHEET A7.1:
A - Drawing 3 Core FIan Flrst, Floor - ADD note at Room L59 "Floor lrtat RE: D6.39."
*28 - SEEET 7..2r
A - Drarlng. I Stair Sect,ion - REVISE access door to swing upr'provide hold open for open position, also extend rail'' to" top of door on both sides. REyISE to show
doub.Ie. ceiling at Corridors.
*29 - $EEET" 7.3:
,A - DrawtnS '9 .Stair Sect.ion - REVISE access door to swing , upr..proviile hold open for open positionl also extend ' 'tall' eo top of door on both sides. REVISE to show
doubLe ceiling at, Corridors.
fl30 - SEEET 32:
A - Ftrst Floor . Etarning plan
3 r;9r' 3outh of grid G for sguare piJ.aster at coLumn 3S2. REVISE door opening 2t-LO-7/g! north of J.
Second Floor - ADD note at Corridors and and C2.n
Ihird Fl.oor - ADD note at Corridors and above C2.n
- ADD coLumn grid G.3 at col.unn ats. 0. 5. ADD L4"grid G.3 and 0.5, refer to
dimenslon at J and I to
wHl'!{ADD 1 9of 15
B - Drawing 3 Section - l, B-L/2xlI reproduction is hereby relssued for incorporatlon into the cont,ract, docu-mentg.
f3f - SEEET S3s
A - Second Floor Framing plan - ADD column grid at c.3 at
3 r-9o south of grid G for column at 0.5.B - Drawing 11 Section - ADD L/4" closure angle continuous (tfeical) at existing concrete slab.
*32 - SEEET S4r
A - Foundation Plan - 31 8-L/2xll reproductions are hereby reissued for lncorporation into t,he contract docul
In€TItS o
133 - SEEET S5r ' A - First Floor . Fraqing plan - REVISE door opening dimen-' Elon at 'boLunn grlds L7 and D t,o 6'-9-3/4". ADD dimension to locate south beam in east stair 6t-].'0-l/2' frorn lnside face of concrete. 2, |-l/Zxil.reproductlons are hereby reissued for incorlrcrat,ion into the contract documents.
l3a - SBEET S6r
A - Second f'loor Frarning Plan - ADE dlmenEion to Locat,e . south bean ln west lt,air 9,-9-L/2" from oqtside face of, concrete at south wall. REVISE door opening dimen-slon at $est stair to 2 t-J.0-1 /8" north of grid J. ADD note oEl€vator opening to match Sheet, S4." ADD dimen-sLon to locate south beam in east stair 6 t-L}-]. /2n from inside face of concret,e.
135 - SEEET S7r
A - Third Floor E?aning Plan - ADD note nElevator openings to match Sheet S4.' ADD dimension to locate south beam in nest stair 9 t-g-L/2" from outside face of concrete at aouth wall . ADD dimension to locate south
beam in east stair 6 t-LQ-L/zn from inside face of
concrete.
WESTIN HOTEL
TERRACE WING
Add *I
Page Ten
wErvl ADD 1 10 of 16
WESTIN IIOTEL
IERRACE WING
Add fll
Page Eleven
136 - SEEET S8c
A - Fourth Floor Frarnlng plan - ADD note rElevator open-tlgs tp match S4.r, - ADD dimension for door ope-ning wldth at east and irest stairs 6t-2r.
137 - SEEET S9s
A - Roof Framing plan
to L-l/2", 22 ga.2 rlb.
Notes - REVISE note for roof deck B I =.167 in 4t S =,194 in 3, wide
T38 - SBEET S10r A - Drawlngs 91 11, 12 Sections - ADD note nBxterior metaL studs at balconies to be 16 ga. RE: ARCH for slab slopee typical at baLconies.u
. .B - Drawlng l0 Section - 1, 9-Ll2xLL reproduction is here-by reissqed for incorporaiion inot. the const,ruct,ion docurnents.
*39 - SEEET:Slls A - Drawing 10 Section - ADD note oTop of sr,eel joist
elevat,lon - 168'-5-L72" ."B - Drawing 13 Section - ADD leader line from embed plate to note for 3/8a xl2" plate. ADD note trRE: 11S11 for
embed stud slze.s
140 - SEEET l|1.]:
A - l,techanlcal SiCe PIan - ADD note to rtt.ocate curb stop on 8r flre line tap to 10r erater main. Add 8" cur6 stop on Terrace side of temporary building water sErvlce tee (80x8o x4o)."
t41 - SEEET lt2.3g
A - Drawing Number One-Partlal Ground teveL HVAC plan
ADD note to ol.ocate a thermostat to serve storage room cabinet heaters (CAB-A) on north face of wltt of
column Llnes 4 and J.r
*12 - SEEET f,2.51
A - Drawlng Number One-Part,ial Flrst teveL HVAC pLan - ADD note to !Iocate a thermostat to aerve vestibule cabinet heat,er (CAB-2) on east face of wall at, colr.mn LineE 6 and c.3.n
wHlld ADD 1 1I of 16
WESTIN HOTEL
TERRACE WING Add#1 '
Page Ttrelve
il{6 - SFEET til.{a A-Drawing 4 Sectlon C -hereby reissued for construction documents .
ll3 - SEEET !t2.7a A - Third Level HVAC plan - REVISE unit type number from gpe 2 to 1}pe 6, at Units 356 and 367.
flltl - SAEET f,3.5r
A - Third Level Plumbing plan - REYISE unit number from Ilpe 2 to ffpe 6r at Units 365 and 357.
*45 - SSEtsT ti3. ?r
A - First Flggr Ptumbing plan - REVISE fire piping size from 2-l/2" to 4r at column line F and 8;5; nSVfSe not€ from 2-Ll2n fire up to r4o fire up. rhis riser shall connect to the roof manifold and attlc dry'pipe fire.protectlon syslem. Refer to Sheet M5.2 draring a for flre protection gchemalic.. at coLr.mn line r ind g. 5;
1, 8-I/2xlL reproduction is lncorporation into the
|17 - SEEET tt5.2:
A - Drawing 4, Fire Protection Schematic - ADD note to rMount roof manifold 1t-5" above flnlsh roof.n ADD
OS&Y gate valve with tamper switch at base of each seandplpe rLser.
*18 - SEEET 82.22
A - Notess REVISE Note 2 ,'Tb circuit, LpBp-6, 8, l0 through photocell controlled contactor. Provide 3F-20A electrically held ligheing conractor and ' photocell . tocate Lontacgor aOiacent to panel LPBP.Locate photoceLL at, column 1 and G.n
149 - SEEET E2.tLz
A - Third Level Electrical Plan - REVISE unit, type number
f,rom Qtpe 2 to Type 6.
WBTII ADD 1 L2 of 16
ab - Junctlon ' I,FS3-3. ADD
Electrical PIan - ADD reference to noCe 6 box at coltunn 8 and C with circuit.aC qolumn D and 17 lighting and outlet equipment per note 5.
ADDl 13 of 16
. !{ESTIN EOTEL . TERRACE T{ING
Add *t
Page FourtEen
oEBrr"s:
f01 - SEEE" D2.2t
A - REVISE F2 note to R4.
f02 - SEEET D3.5r
A - ADD dimenslon leaders.^at large scale drawing of
...... .. reveal . .Eeight to be 1/2".
.' :flor - SEEET D3.13:
. botsh sides.n
.r . *q'r - sEqnT D3;373
A - REVISE' dimension leaders at l.t-4-3/4o dimension from ' ': .. flnlsh.face of wat.L to face of gtud:
.c05 : sEEElt'Dll. I, D1.2t D1.3, D4.7a ' A - 1r $-l/zrJl reproduction of each is hereby reissued for incorporation into the contract, docrmrents.
S06 - SFtnT D4.LOl
A - ADD note oL/z" expanslon material! betueen foundation wall and slab.
. *O? - SEEET D4.l9s.
^' t33r3:J;5:trJ:T;"**tjf:,ror to hold pre-inErarrarion
.'.......
. 108,.; sEEEr{t D1.26t'D1.27. Dtl.2g' D1.2gz
A .:., li. B-l/ZrilL reproductions of each sheet are hereby ' .felssued..',f or incorporat,ion into the conEtruction . docqmenti.
.' *09 - SEEET D5. L8r
A - ADD note' at elevation to bottom of valance n6 r-8n at Untt Qpes I and 1 llandicapped.o
:
', .'
WHl'!{ ADD I 14 of L6
WESTIN HOTEL
TERRACE WING
Add *1
Page Flfteen
lr0 - SEEET D6.19:
A - DELETE dashed-l.n toilet paper holder, dashed-in bottle opener, and associated not,es. ADD note to ,rRefer to D6.42 and D6.43 for vanity at, handicap bathroom.o
*ff - SEEBT D6.2Ol
A - DELETE collar at 3/4" diameter pegs. REVISE noee "3/4" diameter wood pegs doweledr-glued and nail set lnto back of cabinet." REVISE note for hook "Double hook brass on at,eel flnish through boLt to shelf."
*12 - SEBET D6.29t
A - DELEfE duplex on face of vanity. REVISE note ,rMount
duplex outlet on backspLash as indicated on electrical drawing.' ADD note n2-L/2" oak trim and reveal miter
. at corner and return to backsplash.tr
*f3 - SEEET D6.30:'
A - 1, .$-L/2ILL reproductton is hereby reissued for ' incorporation into construction docr.unents.
fl{ - SEEET D5.32r
A - RE\/ISE W.R. Syp. bd. note to "L/2" W.R. Syp. bd.n ' REVISE 5* felt note to n15* felt.rt
lf5 - SEEET D6.33r
tI6 -gaEtsTs D5.34, D6.35, D5.39, D6"39, D6.40, D6.41, D6.42,D5.43, D6. 15, D7.22 A - 11 8-L/?xJL reproduction of each are hereby reissued for incorporation lnto the contract, documents.
Sf? - SEEET D8.3a
A - REIIISE l/24 cDx pLywD noLe to "S/9" pllnrood."
*18 - SEEET D8.7c
A - ADD note nCable ends and turnbuckle reguired at each corner and either side of chimnies."
A - DELETE W.R. gyp. bd. note. ADD note for gyp. bd.between fElt ind ceramic tile "L/2n w.R. gyp. 'ifu-.n
WBT.T ADD 1 15 of 16
WESTIN HOTEL
TERRACE 9IING
Add *1
Page Sixteen
lf9 - SEEET D8.8s
A - DEL'ETE detalL DS.16 reference.
t20 - SEEET D8.9:
A - 1, 9-L/ZxlL reproduction is hereby reissued for incorporation into construction docundnts.
*2r - SEEET D8.25:
A - ADD leader and arrow from 3-L/2" x 3-I/2" steel angle note to verticle angle.
*22 . SECTION IO WINTEHS:A - Window lype 12 - DELETE reference to nGl at Room ZZ."B - Wlndolr lype 13 - DELETE reference Co c4 glass. DELETE reference to D10.lG, D10.12.. ADD note nWindow is alunlnr-m storefront, rdith L/4" cLear tempered glass.n
IiII END oF AIIDENDTTII NTTuBER oNE rl.r
wHTlil ADD I 16 of 16
2.02 FILTER AND RELATED EQUIPiIENT
-
CONTRACTOR NOTE9:
FINAL PUMP SIZING, HORSEPOWER ANO PIPE SIZING TO BE
OETERHINED 8Y THE CONTRACTOR IN SHOP DRAI4INGS. SIZING IO 8E BAgED ON ENOINEERINO HYDRAULIC CALCULATIONS TO BE SUBilITTED TO AND REVIEWED BY THE ARCHITECT.
A. SPA EQUTPHENT . FOR EACH SPA
1. FILTER: HI-RATE SANO - 30" OIAMETER - 4.g SeUARE FqoT iREA5. PAC-FAE CO.' TRITON TR-l00 MLTLTI-PoRT VALVE.
2. PUIIP: 3 Hp ' 3450 RPM - 208V - 3 pH - 60 HZ RATEO
lOO OPiI AT 66 FT. TDH IIITH STRAINER - ALL BRONZE. PREilIER PUMP c0. ffoDEL 6808-30trt.
3. WATER INLET: HAYh'rARD MANUFACTURING CO. $SPl419-C.FOUR.(4) REQUIRED:
" 4.' I{ATER TREATMENT: ULTRAZONE- MODEL Si4s1O-2.
. TWO (2) CHECK VALVES
TWO (2) VACUUM BREAKERS
ONE TEST KIT
5. CHEMICAL CONTROLLER. STRANTROL 712 ORP CONTROL.
. S- ALKALI PUI{P: LMI 4111-915, 24 GPD O 80 PSI ANO t0
GALLON PLAATIC RESERVOIR SYSTEM TO DISPENSE SOOIUM HYPOCHLORIDE.
7. 9KIMHER: SWIMQUIP MANUFACTURING COMPANY, HODEL U3.
ONE (1) REQUIRED.
8.. BOOSTER PUMP: ONE (1) 5 HP - 3450 RPn - 208V - 3
PH - 60 HZ. RATED 220 GPM Af 60 FT. IOH - SELF PRIME I'IIIH STRAINER. ALL BRONZE. PRSMIER PUMP NO. 683?.50H.
9. GRILLE OUTLEI: HAYWARD MANUFACTURING COMPANY SP-1062, ONE (t) REQUIRED pER POOL" 5p-1032, TWO (2) REQUIRED pER
POOL.
10. HYORO JETS: HYDRO-AIR MANUFACTURINc COMPANY NO. 10-5100 wrTH EXTENSION S10-440. EIeHr (8) REQUIRED pER POOL. MOUNT
JETS AS PER OT.'NER'S REQUIREI{ENTS.
11- AIR PUMP: ONE (1) cASr MANUFACTURING CoMPANY
RECENAIR.MODEL 6325-A-2 1/2 tlp - 3450 RpM - 208V - 3 pH - 60 HZ
RATEO 160 CFlt Ar 35" t4.C.
HESTIN TSRRACE - *86051 FEBRUARY I987 13200 - 3
12. PUMP CONTROL: FM-15 INTERMATIC TIMER CONTROL, 'la
VOLT WITH CONTROL RELAYS. ONE FOR EACH BOOSTER AND AIR PUMP.
13. OELETED.
14. FLOhI METER: FILTER - RANGE 40 - 'l50 GPM, MOOEL CF-330200P. BOOSTER pUMp - RANGE 125,500 Gpm. f{ooEL cF-30400p.
BLUE WI.IITE IND. COMPANY. SIZE METERS A5 PER FINAL LINE SIZING
INDICATEO IN HYDRAULIC CALCULATIONg.
15. PIPINO: h{ATER - SCHEDULE 40 pvc, TypE 1120 pIpE
WITH SCHEDULE 40 FITTINGS. SOLVENT WELO JOINTS. HEATER - TYPS 'L'COPPER FOR 4 FT. OUT.FROM UNIT. AIR - SCHEDULE 40 PVC TYPE 1120 PIPE FITTINGS. COLOR COOE . IN ACCORDANCE WIIH CODE RE-
QUIREMENTS. PROVIDE TEES IN SPA PIPING FOR CONNECTION TO HEAT
EXCHANGER.
PART 3.OO--EXECUTION
3.01 PLACINO'FITTINOS
SPA CONTRACTOR SHALL PLACE. BEFORE COF1MENCING THE CONCRETE
t4oRK, ALL PIpINc, ALL 9PECIAL SpA ANO EqUIPMENT ANCHORS, ReCEp-
TALES, OR MOUNTING SHELLS FOR UNDERI.JATER LIGHTS THAT ARE To BE
EMBEDDEO IN CONCRETE ANO SHALL BE RE3PONSIBLE FOR THEIR POSI-
TIONING IN ACCORDANCE I'IITH DRAh'INGS.
3.02 IiPA AND FILTER ROOTI PIPINO
A. FURNISH AND INSTALL ALL PIPING, FITTINGS, VALVES FROM
THE SPA SYSTEM TO FILTER ROOM, CONNECTING TO ALL EQUIPHENT AT SPA
AND IN THE FILTER ROOM. PLUMBING INSTALLATION TO BE COMPLETE
WITHIN THE LIMITS OF THE SPA WORK-
B. SPA CONTRACTOR IS TO PROVIDE ALL TRENCHING AND BACKFILL.
BURY ALL POOL LINES 8'-O MINIMUM. SUPPORT ALL HORIZONTAL RUNS OF
PIPE ON A qRAVEL FILL.
C. SUPPORT ALL PIPTNS ON A MINIMUM OF 6 FT. CENTERS. ALL
PIPING SHALL 8E INSTALLEO pLUMts filITH WALLS AND CEILINGS AN0
COMPLY IIITH DIVIgION 15. MECHANICAL SPECIFICATIONS.
0.. INSULATE EPA SUPPLY AND RETURN LINES FROM THE sPA
EQUIPMENT ROOM TO THE SPA. REFER TO SECTION 15180.
END OF SECTION
WESTIN TERRACE - S86051 FEBRUARY 1S8?13200 - 4
ELECTRICAL ADDENDA S1
ModlfJcatlon and addirlons to Eectlon 16723.
2-01-L-1 Add bctterv capaclty to op€nate a'l enm devlces fon rS m{nuteg ar$ oppog€d to 10 mlnutes.
2'01-M Delete ltem pnd nep'lace wlth: The system shel'l utll{ze stsndard non-{dentiflab]e det€ction devlces. oetect.fon devlces rrhlch negujne the Eettlng of an addrees €ne not acceptable. Al'l d€teatlon devfceE she'l'l be lnterchengeable on the same ldentl-flable baEe. A'll detectlon device baees sha'l'l be Jdentlf{ab'le.Add Epackens aa required to pnovide eound prleaEurre as. nequlred by sode- ThlE wl'll negulne but not be'lJmJted to s speaken at the doon 'to eaoh unlt on paln of doore . speakens ln a'l'l conner Eulte .noom!8. Speakene in ecch e'lvator. Speeker Jn each 6taJnnay.9peaken ln each senvlce anea.
Add Psnt
5.Og EMEROENCY EVACUATION/COMMUNICATION SYSTEI{S
5.01 GENERAL
A. The emengency evacuatlon/communlcstJon 6y6tem sha'l'l pnovlde the bulldlng audlble evacuation signals and llve volce communlcatlon capabl'lltlos Jn e ffne €menggncy
B. The emergsncy evacuatJon/communlcetion system sha'll be
... an autononous. unjt whlch ls 'intenfaced to th6 flns detectlon and contno'l unlt. ,.Thg s.yEtem eha'll conslsr of :
1. Maf n.poweF supp'ly ' 2.. Secondany pow.en supply ' 3.. Self-rnonltonfng and control loElc 4. Evacuttlon tone(s)5. AuClo elgnel .amp'llf{catJon (as requJned)6. Pnendconded cassette tape rnessage(s)
? . Dlglta'l volce message(s )L One-way 'l'lve voice communJcqtJons 9. Two-wsy finemsn's commun'lcation6
':C. The E.E.C.S. eha] 'l bg furntshed aE pand of the total 'lJfe safety syEtem contro]r center: ThJg system shel'l be clagsJ-fJEd under U.L. cateEory UOJZ-
D. fhe evFcuatJon Eystem sha'l 1 be of high quelity and
wonkmanEhl o.
5:00 As Fo]'lowE:
TsFr.€ce Eul l ding Manch 1987 1672? - 12
E- The evaeuatJon system sha'l 'l be of modular des.ign allowlng fon 'laten expanelon and exact tailorlng of communlcatlon zones to a bul'ldlng's requiremrsnto.
1. A communJcct.lon zone ls hereJn def.fned as eny flne a'larm lndicatlng devlce on senles of dev{ces arnenled to sound e common evacu€ttion slgnal or messag@.
5.02 SYSTEM OPERATION
A. EVACUATION
1. The e lgna'l to actuatE th6 evacuat ion/communJ cat.l on syet€nr automatlcal ly shal'l onjg{nate f rom the f ine detect.ion and.contnol unlt. .The control slgnal may r.equlne sny on eJ'l of the cgnmunlcatlons zon€g to be activated and muEt be lntenfaced . a€corrdingly.
.:, .2. Upgn aotuatlon fnom s fJF€ detsction and contno'l.'unlt, the a'lanm sl.gna.ls Eha'l'l sound: Contlnuoue 1y on che f 'loon
ln alanm, the floor €bove and the f'loon be'low. Thene shal'l a]so . b€ pravlElon6 for manua'l se'l ective €vacuatlon of the r"€mrlning f'loons aE Fequired.
3. When an a"lerm condltlon occurs, an evacuatlon tono shall be tnanEmltt€d ov6n the bullding speakens pen communleation zone(E). Thls tone sha'| 1 be: S'low whoop sweeplng fnom 000 HZ to
1200 HZ.
. 4. Vleua] ovacurtlon slgna'le ('lsmps,/Etrobes) shal l be pnovlded and located pen contnact dnawlngs. These vJsur] devlces
. shall f'lash upon alarn unti'l the system has been res€t.
5.03 SELF-MONITORINO OF THE EMERGENCY EVACUATION/COMMUNI-
CATIONS SYSTEm (E.E.C.S. )'
A. The E.E':C-S. shal'l be deslgned to penfonm extensive automrt{c gel f-monltonlng.
B. Whon the E.E.C.S. detects a fou'lt, it shal'l neEu'lt ln a
cornmon tnou.b'[€ condft'lon, lndlcated by a tnoublE lamp and an integnal aud.lblo algnal
C. In oddltJon to the qommon troub'le lnd.lcatons, the followlng'fun.ction.s wlthln the E.E.C.S. Ehal'l be continuous'ly monitored and shal'l have dedJcated fau'lt indJcstons-
1" Posen Eupp'ly 2- Preamp snd tone control €mp (pnlmsry)
3. Pneamp and cone contno'l amp (secondany)
Tennace Bulldlng Merch 1987 16729 - 1?
4. Tone generaton (pnfmany)5. Tone genenaton (secondany)8. Mlcrophone lnput
1 . Ampl lflen(e) output 8. Ind'lv'ldua'l speaken and fJnem€n's commun.icatJon cJrcuJt(s)9. Pnenecorded tap€ deck(s)10. preneconded dlg.lte'l voice component(s)'l 1. Flreman's eommunJcation components
D. The E.E.C.S. sha'l'l provide redundant dual tone generg-tone and dual pneamp'l lf JEns.
5.04 AMPLIFIERS
A. An adequate quantity of arnplff'fere to pow@n a'l I syst€m speakens Eha'l'l ba provlded. A'1 1 amp'llf.fens nl 1l be congtant'l y Fup€Fvlaed. Any amp'llfJen fallune shal'l JnitJats the eudible end vloual troubls JndJcatong
. 1. ' A'l 1 'empl lf ierE sha'l'l be dual amp'l {f iens conslst.lng of a prlmany and a Eecondany amp'lJfJen. Fa.l'lure of the pnimary
. amp1 lf Jen- shal'l ccu66 cutomatlc tranefen of the aEsoc-fcted
speaken clncult to the secondany (standby) ampllfien.
B. Each ampllfier end speaken clrcult shcl'l be supenvised and be provided with lts own tnouble 1{ght emittlng dlodee (LEOs)fon 'local iztng faulte easlly. The specken cJncuit sha'l 1 be
ar.nanged ln'such a mann€n that an open speaken col I shal I not
hlnd@F the openetion o.f th€ other speEkerE on that clrcuit.
5.05 FIREMAN'g EIiIERGENCY COMMUNICATION SYSTEM
A, A two-way @mengency Eystem shal1 be lnsta1'led pen contFaqt dnawlnge as pant of the buitdlng fire command centen.Thls syetam sha'1 1 pnovlde €uthol.lzed fJne fJghting pensonel leolated two-ray communlcatlons becween the f'lnrs command c€nten and nemote flneflghter'6 emengancy phones whfch shal'l be .ln-
Eta'l 1ed thnoughout the bu11ding.
B. ThJs system sha11 be comp'lete'ly supenvised. Sup@FvJeJon {E to lnc'lude wlring to f lref ightenE' emergency'phones es we1l as eupervlslon of p'luggab'l e moduJes €t the E. E.C.S.
C. Thene Ehal'l be a seperate amben tnouble LED fon each telephone cJFcuJt. Any faulte on th€s@ cJncuJts w.i11 ll'luminate the reep€ctlve LEDs.
D. The numben of emengency phone cJrcults sha'l 'l be 6. FJve Femote flreman's telephones can be simultaneous ly operated -
Tarnace Bulldlng March 1987 16723 - 14
E. Ranqval of a handset fnom the hook swJtch at the floon *anden st6t'lon or the ect of plugging {n a portab'le handset eha'l'l c.us€ a pulsed 2O Hz Eide tone to be heand on the ca'l'len's handset. Slmultaneouely, the audf b'le tone at the mssten te'l e-phone Ehall pulse and the qssoclated te] ephone c.lrcult annun-eicton 'lamp shel I f lesh.
F. Op€natlon of the es6oc'iatad acknow'l edge sw.ltch sha'l l caus€ the llne lamp to Femaln on and sha1l sJ1 ence the audfble ton€s, eEtabllshlng a communJcations 'l ink between th€ maater.telephone and the activated Fomote telephone. The system shall be capable of inte'l'llgJbEe openation wJth flv€ (F) cJnculte elnu'ltaneoualy connsctsd to th€ mast€n phone.
O. Pr.ovlElona fon testlng the troub'le LEDs end the cJnou{t annunclaton lamps Eha]'l be included ae a pontlon of the mast€n telephone contno'| .
H. A two-.way cal'l-ln and./on ca'l l-out feature sha'lI be Lncorponat€d.' .The. mcEten te]ephon€ c€nten may call dlnect'ly to any of.the JndlvJdua'l f'loon te'lephone clr.cults.' In rhJs in-st€nc€, tl'r€ nemote ta'lephone un{ts shall be equlpped with an oudfo,/vlEual lndlaator. erhich {s ectJvated by the masten telephone cgntEr.
t. PROVIDE NECESSARY WTRINO AND PHONE JACKS AT EACH LANCIING
OF STAIR S1 AND STAIR T2. LOCATE AS DIRECTEO 8Y FIRE FIARSHALL.
ONE CIRCUIT. PER STAIR.
5.00 E.E.C.S. EQUIPMENT
POI,IER SUPPLY
1. The powen supp'ly modu'le shel'l pnovide the DC power
needed to openatE the other. modules of the emergenqy communl-catlons systen. Th'ls powen supply eha'l'l operatE fnom standend
120 Vac llne voltage. It sha'l 1 Jnc'lude trnotection fon nevenEe bettery cgnnectlon, autometlc tnansfen to bstt€ry standby, a panel nounted LEO tnoub'le locaton and pnovls.lons fon aqtuatJng the syatem troub]6 'lamp end the audib'ls tnoub'le.
B. COMilON AUDIO,/CONTROL
1. The common audJo modu]e Ehs'll nonJton the st€tus of ths system, 'f nterpr@t the .infonmst'lon and generate the appro-priate F€sponse.
2. Thene shel'l be Jso'l eted powen fon pr.'imary end stand-by channels. An overvo'l tage conditJon on ons chenne'l Ehall not lntenfene w{th the poh,eF evei'leb'le for the oth€r channe'l .
A.
Ternace Bulldlng March 1987 16723 - 15
3. Ths tone gener€toF sha'll be a dua'l generaton wlth qonstant rnonltonlng of the standby ae we'l 'l as the pnlmcry channe'l s.
4. The mlerophons Jnput sha'l'l bE sdJustabla and the complete'fntell'lgence cJFcu.ft and cofl shal'l be supervfsed. The keyfng circult for. the microphone she'l'l elso be supenvJeed.Thene sha'l'l a'l eo be pnovie lons fon three (3) auxll ieny inputs
'rith prfonlty ess'ignments.
5. The pneamp'l lf len sha'l I bE a due'l pneampJ Jf Jon wlth conEtant monltorlng of the st€ndby as we] I as the prlmany channe'l E.
6. The Eystem s,ha'l'l have duE'l tone contro'l emplif iers.The Etandby channel , be wel'l ae the pFJmaFy chann€'l , wl]'l be constantly monltor@d
7. Fallure of ltems mentJoned Jn sectfone 8.6-2.2.thnough 5.6.2.6 shall ll lumlnats lts casoo'lated LEO tnoub'le''locqton and actlvsts the common syst€m troub'l€ Jndlcaton. Each of the nedundant Gone generator's, pneamp'lJfJers €nd tone control emp'lff{enE EhalJ be supenvleed fon output degnadatlon to approxl-rnately ?5t of nomlnal
C. AMPLIFIERS
1. The flnal atage of amplifJcatJon sha'l'l be provlded
by the ampllflen modu'l€. The output 'l eve'l of each amp]Jf .len
Ehall ba adJustabJe to fecllltate matchJng of the audlo leve'l s to sp€cfflc regulnements of the differr€nC ar€as ln the bul'ldlng.The output leve'l(s) shal'l be constant'ly monJtor.ed fon slqni't level degradatlon to approxlmately 75* of thn set l@vel , at which polnt, the asgoclat@d LED tnouble locaton sha'l 'l ll'lumlnate and the common tnoubJs lndlcatons Ehal'l be actuated.
2. The amp'lJfler. module sha'l'l provldrg supenvlslon of the speaken clnsult(s) and pnovfslone fon supenvlcing the ampli-
f ler(E) actuatlng clrcuit(s). FauJts Jn these clrcu{tB sha'l'l l'llumlnate the lndlvldual LEO tnoub'le locaton asEocf ated co the faulty clneult. In eddJtton, the common trouble Jndlcatons sha'l'l be eoturt€d.
9. Standby amplJfJen(s) shel'l be pnovided as out]lned ln seetlon 5.4.1. Th€ atandby ampllflen(s), os we1l a6 th€pnlmary amplfflen(s), shalJ bE supervieed as outlined Jn 5.6.3.
Pnovlde'amp1 {f lenE fon operat'tng a'1 1 speokers in. w'f ng at 4 watts.
D.sPEAKER CIRCUITg
1. Spoaken/sp1 ltten modu'le(s) sha'l'l be provJded to dlvlde the output of the amp'l lflen modu'le rh€n the nequJned
numben of speaken cJncultE Js hfgh, but the number. of speakers per clrcu{t i6 'low. Each 6pl itten daughtar boand sha] I pnovlde four (4) eupenvieed speaken cJncuJts end provlslons for supEF-
Tennace Eulldlng Merch 1987 16723 - 16
vlsing the €cturtlon of each to be annunclcted wJth lndlvldual LEO looators for. each c{r.cult,
E. ONE-UAY COMFIUNICATIONS
1. A locked encloeune sha'l'l housa the mlcrophone module snd the se'lector. modu'les. Thls enclosune shall be identl-fled clEanly wJrh bo'ld 'lettening as rhe EMERGENoY coMMUNICATIoN OENTER. Aac€Ee to thls em@nctency commun{cetion aenter shq]l be vla the nunlclpal f lne a'larm box key.
2. The mlcnophone modu'le Eha'l 1 provlde a hlgh qua.llty magn€tla dual lmpedance mlcrophone with a mo'lded cycolac nTo
'- (ABs) hlgh lmpact caae and a pu€h-ro-ta'l k swJtch. Th{s modu'la shall also pnovlde thnee (3) a1t€Fnate actlng push buttong fon ALL CALL' MANUAL ALARa{ and REMoTE functlone. - These EwJrchaE ehcl'l be Jl lurnfnlted upon activatf on.
. 3. Sel.ecton swJtcheE sha'll be pnov{ded to dJn€ct the . a'lanm tone or' volce commun'f catlon to Eel@cted speaken clrculte.
.Tllese tst{ltch€g oha'l'l be a'lternete actJng puEh button swftches.'qhlch shalr be l1'lumlnated upon acrlv€tlori. If thene is a manual Ee'lectlon of .q.Epecken olncuJt qnd the syBtern is ln th6 automatlc
. alar.m mode, . the manual sslectlon of a Ep6aken c.f ncu{t shal l ovenrlda th€ automatlca'l 1y selected cJreultE. The automatlca'l 1y selected clncultE sha'l'l be muted nhl'le ln the mEnua'l mode,aesunlng that no unwlnted messag€€ Ehall be tncnsmltted in thoge clFouJts.
F. PRERECORDED DIOITAL VOICE .MESSAOES
1. The d.lgltal voJce module sha'lJ be a Eoltd slng1a ahsnne'l. Ey6t€m deeigned to qutomatlce'llyi eound a encoded mesEags..r.tpoq. alarm lnltiatJon.
2. The module ehall provide a hfgh que 'l ity, natuna'l sound{ng pneampllfled audlo output utlllzing a pnerecorded
mesesge which has ..peen dlgttfzed and stoned ln non-vo'letf 'le
memory. . The modul€ shal'l consJet of two pant€, the dlgltal mesaagB moth€n boand snd the voice dJgltJzer/memory daughten
cand.
' 3. The dlqlta.l messag€ motheF boand ehel'l op@rcte from tha E.E,C.S. ma{n poner eource and shal'l contaln, but not be 'llmlted to, !h€ _foll0wlng featunee: .
. a. ,Solld stat€ components eontaining no movlng parts, wlth the qxception of nelaye.
b. One ned LED fon meesage output durlng a'l arm on test mode.
etate
pn€-
TeFr.ace Bulldlng Manch 198?16723 - 17
lavel audlo
moCa.
csnd.
c. One yel low LEO fon tnouble lndlcae.f on of .l ow output ( 50t slgnrr 'l 'l oss ).
d. One yellow LED fon lndlcltlon of abont or" teas
9.One yel'low LED for fal]ure of vofce dlgltfzen
f. Threa swltchas. fon message rostart, sbor.t and t€st funcclonr.
g. ReDote neEtart, abor.t and neset lnputg.
. h. lOO ohmg, lff speaksn fon maesage resttng.
l. Fonm C dny contactE for ronote tnoub.l€lndlcrtlon.
' 4 - The vorc6 dfgltl.zeF daughtan card shal I bc connected to tha mothar boand vr! t',o.plug-rn connector:r whrch facllrtrtr ffloya1. fh" dasshten cand'a rni"ony ghal.t tc eornpiir"J-oi iFidn rhlch rroni thc rudld hcabagc tn crgrtrz"a ioni; The mamony shail br non:-volatllo and cipabie of bcjng snased and r.€rGcondad Hlth ntlr matfrlrl.
5- rfaaaagc dunatJon shq'n bc 'r{mrted to 16 scconds.Tha unlt shall bc pnogrammablc to repcrt the ,na'Eago thr.€c tlm€,oF rEpett eont.lnuous'ly.
g. FIREIT|AN's coHituNICAIION SySTEn
1. A mastan telephone module shall be pnovlded. Thle nodu'lr shall contarn the marc.n handsst fon thc €mcrg€ncy communlcltlon' operiator. hfhen c slng're prrty iri. ryrtern rs negulned' thc mllt6'. talephone module sha'l't contaln an acknow-ladgo €t{ltch and lanp. It shall a]eo {nclude a stngle supenvleed telephona. atncult, should a fau't t occur. on thlg clrcult, the LEo ghall ll.lunlnate and thr systen's comnon troub'le .tndrcatons shc.l .l
bo actlvattd.
2- A telaphone contnor module sha'lr be pnovlded. It Ehall aontrtn a 2o Hz elde tona oscl'llaton and chl audrbro a.l art tont to tunnon the emengrncy qommunlcatlons opepatoF.
3- An adaquate numben of phone crncurt !e'recton modures shall be supp'lled to pnovlde th@ requlned numben of annuncJated and suparvlEgd telephone qircults p€F contr.rct dFrnlngs. Ecch modulq shall hava pnovlslons fon up to 20 a'ltennate actlng back-llghtad acknowledge switcheo (one pqn phong cincuJr) nhlch wl11 f'lash Jn the call mode and be-eonstcntiv-riruriiJa.d ,po^ acknow-ledgncnt. ClncultFy naceesary fon supenvlelon of eveny phone cl'cult shalI be pnovided wJth fndivrdua'l troubio LEos fon ecch.
Terr.sce 8ui ldlnE Manch 1987 16723 - 18
A fru]t on r phona 6'lt cult w'f 'l 1 sound the qudlb]e troubJe and lllumlnata tha Falp€ctlva LEO.
1- A 'locked enc'l osune sha'l I houss the f ineman's emsr-genoy.qommunlc.rtlons system. rhls Encloeun6 sha'l 1 be ldentifled clean'ly r'f th bold lettenlng as tha EMERGENCY coMMuruidlrioNs --
CENTER- AcceeE to thls enclosure sha'l'l bs vfa-ti" r""{cipal fJne alarm box key.
5- l{hsn nemote phone Jacke and port.bre to'laphone hand-satg rrc utll'fzEd Jn l{eu of wanden statlons, ths above m€ntioned gnclosur"e shall also hqve a phone nack fon stonag€ handsets.
, 6 . Re.not6 tel ephone Jacke gha I 'l be eupp I I ed , where shown, F€F oontFact dnarlngs. rhsss shall be c'lEanly fdotitifJed ar EMERGENCY FIRE PHONEE. Spara conlacts shall be p.avlded on each Jcck fon lndlvldual €nnunclrtlon of thc phone Jcck .tn. uee on fon sllanclng che n€rrest sp€ck€F to €llmlnate unwated Jnter.-fensnes.
7.. A
Jack'to
, r.of tha
.:'
bneakglass.shall bo app'l.fad to the unlt .ln front .el'lmlnagc eamperlng
. H. REi'IOTE MICROPHONE AND TELEPHONE CONTROLS
1. Tha renote micnophone, ttleohonc controls and c.fn-cult aalrctoF swltches sha'l'l be 'located as p€F contr.rct drawlnge.Accarr to thesa controlg sha'l'l bs vla ths munlclpal fJne a'la.nm box keye.
, 2. The nemote mlcrophone cJncuit shall ba eupenvlsEd.Tho pnlmeny nlcnophone and tElephone systerns shal'l hrv@ pr.Jorlty dven the F€mots unJts.
..
5.0? . t{EcHANICAL oESICN
A. Thr E.E.C.S. ehal'l be deslgned to mount ln custom encloruFlr to lnauFa pFopoF acc€ss and a@gthatJc comprtablllty.
B. Thr E.E.C.S. sha] 1 be designed to 19" pane'l erandandE.
C. Thc system with enclosune sha'l'l be suitab'le fon surfacs and semiflueh mouniJnq. ;
D. The system sha'l I coneJst entJrs'ly of nodu'len. unlt-type aesembl l€s to facl l.ltrta. nemova'l , mafnlanrnce and gyst€m expanelon.
TEnrace. Bul ld{ng Itlench 1987 16723 - l9
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Crossroqds of Voil Condomlnium Assoclotlon
P.O. Bor lllt
Valt Caloredo0t0tl
1986
l{r. Sldoey Schultzr
Arshltect
t4l East lleadory Drtve Yall, CO 81657
Dear Mr. Schultzr
lbe results of tbe vottng by neobere oi tU" Aesocl.atlon oa the
proposed cbaogee to lhit, C-4 arE 478 votes la favors 22 agal"ost.
As 852, ot 425 voteer LE the nlnl.urn requlrenentr ;lou! change ls
approved by the nenbers of the AseocLatl.on.
Very truly yourB,
CBOSSBOADS OF VAIL CONDOTINIIIM ASSOCIATION
PreoLdest
RPS/akl
ccs Boaral of D{rectore
lteubers of, the Assocl,atl.on
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ROMA
February 24, 1987
Gary Murraln
Chief Euildlng Inspector
Totrn of Vail
75 South Frontage Road
Vai'1, Colorado 81657
r age
Dear Gary,
Enclosed please find a copy of our revised detai'l for the exterior 4-hour
wa'l'!. Thls detail has been discussed with personne'l at U.L. Laboratories
and with the gypsum and fireproofing manufacturers. !{e believe th'is to be
satlsfactory detall meeting the 4-hour fire requirement, see I.C.8.0. test
numbers indlcated.
This detall ls enclosed at this tjme so as to have your review prior to our
submittal of completed plans 'in early March.
P'lease respond to us as tle are proceed'ing jnto further development of the
drawlngs based upon this detail.
Thank you very muchl
Yours truly,
Jury /U*;e/./
Jerry tlanifold, AIA, CSI
Project Manager
Jl,/dnk
L220Gtl
Ehc'losure
cc: Freyer
tin Hote'l - Cascade
RonaDeslgn Grwt . t4zoSutterSv t . SanFmncisco,CaliJorniag4tog " (+ti77 j-431o
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GROTJP DETAI NO.
JOE-ip.be0 Wre,n
,
ROMA
February 20, 1987
Gary ltlumain
Chief Building Inspector
Town of Vall
75 South Frontage Road Vall, Colorado 8f657
IElUfiGf,i cascade vi'l1 ase
PIaza Building Phase I
R0Flll ProJect No. 5310
Dear Gary,
Enclosed please flnd a copy of our detaj'l for the exterior 4-hour wall.
This detail has been discussed with personnel at U.L. Laboratories and with
the gypsum and flreproofing manufacturers. We be'l'ieve this to be a satis-
factory detall meetlng the 4-hour flre requirement, see U.L. test numbers
indlcated.
Thls detall ls enclosed at this tjrne so as to have your review prior to our
submlttal of completed plans in ear'ly March.
P'lease respond to us as He are proceeding into further development of the
drawlngs based upon thls detal'1.
Thank you very muchl
Yours truly,JryW
Jerry Manlfold, AIA, CSI
ProJect !{anager
Jti/dnk
L22OGM
Encl osure
cc: Freyer
Rona Deslgn @u,t2 . t4zo Sutter Street , San Erancisco, CaliJornia 94tog . (41i 77 5-43Jo
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GROTF DETAIL NO.
'86fo DATE ?ffi1
fl#tr$ffiffi
Inglnrlr;rr4 tsnffiltriilts, lm.
,
- Telephone Record
PreSentr Mike McGe€r Town of Vail Fire Department, Denis M.
Beaudinr Yoder Engineering Consultants, Inc.
Date: February 17r 1987 at 4:30.
The foLlowing items
1.O1 As a result of
wing staircase
se I addition, the Westin east
s-er is being re-
l-ocated approximabely feet north of its present location.
Since the new standpipe riser is located 60 feet further north from tlre oLd location, a 100 goot 2 1,/2" hose wiLl be
required in the new cabinet. The nehi cabj.net u'i11 be
labe]-ed rrFire Cachetr. The "Fire Cache" cabi.net wi].]. have
breakable glass.
1.O2 A fire extinguisher and cabinet will be located adjacent to
the 'lFire Caclrert cabinet.
The proceeding conunents and,/or observations represent an overview of progress and conditions of the a/ork. Please notify us of
rnisunderstandings or required interpretations or clarifications rrithin ttrree (3) worlr days of receipt of these meetings notesr as
ve witL proceed on the basis that these items are as agreed to by
all parties concerned.
End of meeting notes.
cc! Mike McGee'r Vail Fire Department
6hry-n'Irrr-r-i5f Torffr of Vail Building Department Jerry l"lanifoLd, ROI'IA
lTohn Stafford, ROMA
Frank Freyer, Vail Ventures, Ltd.
Benchmark Plaza. SuiE 3ai
P 0. &ox 5740. Avon. Colot ittl ;,t tl 1 620
il3-9191191 .140O3.T-3259 C0 1rly
vlo
I
t
lown
75 south frontage road
Yall, colorado 81657
(30:tl 476-7000
February 6, 1987
f'lr. Frank Freyer
Uail Ventures, Ltd
1000 South Frontage Road Vail, Colorado 81557
Re: Staff and DRB comments on
center.
Dear Frank:
the Plaza tl|ing addition and
offlca of communlty development
P'laza conference
Below-ls ! s-qmmary of comnents from the Design Review Board as we] 'l as the Town of Vail staff.
Design Review Board's conments, February 4, lggT conceptual Review:
Plaza t{ing Addition:
The Deslgn Review Board had no problem with the addition. It was suggested
!ll! lt" bring in.flna1.drawinsi as soon as possible wiitr a reuisea ianaiiipe plan to show how this wing_would affect the approved landscape plan for this $!itq area (see.approved 'landscape plan, Seplember 19, tgeS, aiawn Uy EerPidge Associates). The staff requested that you provide i north ejevation for this additlon which wil'l show how the buildiig wiii toot< if Uy chance-ttre Plaza confersnce center is not constructed
Plaza ConfErence Center:
1.
2.
The detaillng of the building's facades are not articu'lated enough. It
cv.as recorunended that there bi more of a discip'l ine or order to t[e detailing. As an example, one member felt thit the three windows on the east elevation reflected a random qpproach to the building's detailin!.The elevations need to have more of irn order and should pirtraps ref]eit more of the approach the westin Hotel reflects in its delai'lii,g. - ---
The building does not have a cl.ear !!vle, The building,s overal'l design should elther be compatibte and simirir to one of the 6xisiing buitdindi or it shou'ld have its own_design style which is clearly diifeient from-the other surrounding bui'ldings.
The board understands that it is dlfficult to allow for a service area on this slte, as all four sides of the building will be visilte to the
3.
public. However, it was emphasized that the north elevation of the bullding is the main entrance into the westin and residential areas.For this reason, the board felt that more work is needed on the north elevation to conceal the service areas as much as possible. The board
recommended that, perhaps some gab'le or dormer forms could be used,particularly on this elevation. It was a] so suggested that a 'landicape
buffer could soften this side of the building. -if a landscape buffer
was added, it would be important to design with snow shedding in mind.
4. The board h,as concerned about snow shedding from the roof onto the
rya'!kway along westhaven Drive as we] I as snow shedd'ing into westhaven Drive,
5.
6.
7.
8.
9.
It was felt that the walkway a'long the north elevation of the building
was really necessary and perhaps should be a litile wjder wjth
associated landscapi ng.
It was suggested that perhaps the loggia treatment along the Terrace and l{estin could also be extended al ong the north elevation of the plaza
conference wlng. This approach would offer pedestrjans protection from
snow sheddlng and also hide some of the servjce area.
Most members felt that tower on the northwest corner of the bujlding
seemed unrelated to the buildjng as a whole.
It was pojnted out that there was a discrepancy between the north and
east eJevations concerning the service area. You sajd that the north
elevation was correct. The drawings should be corrected.
In respect to landscaping, the board wou'l d like to see more green space in the overall plan. It was suggested that a grass buffer cou'l d be
added along the water feature to the west of the P'l aza wing add'i tion
instead of having only pavers in this area. Another suggestion was to
locate a planting buffer between the loggia and main plaza where the ice rink is proposed. This buffer cou'l d also help to prevent pedestrians
from wa1 king on the outside of theloggiawhere snow shedding can create
a dangerous situation,
10. The board fee'ls that the Plaza conference center wjll be a great
addition to the Town, as it provjdes an jmportant function for the
conmunity.
Staff comments:
The following lnformation should be submitted before final review at
Review Board:
l. A landscape plan that shows clearly areas of pavement, green
sidewalk details, and number/locatjon,/size of vegetation.
2. A roof plan superimposed on a survey to document the heights
addi ti ons.
3. A drainage plan that indicates culvert size.
Desi gn
space,
of the two
A completed utllity verification form.
Any llghting details
A title report, Schedu'le B to show any easements
Engineered franing and foundations will be required at the time of bullding permit.
A soils report will be required at the time of building permit.
Details on the entry canopy on the west side of the conference cenrer shou'ld be submitted.
0ther concerns are that:
1. Fire access shou'ld be worked out as soon as possible to avoid having to
come back to Design Review Board if the fire access necessitate a change in the exterior of the buildjng.
Staff does not want to see the area
addition used as a drop-off area.this area.
4.
5.
6.
7.
8.
9.
2.to the west of the Plaza Wing
The traffic should be prohibited from
3.' The staff would like an explanation on how 'loading and service for the building wJ1l be handled. It is our understandjng that the main 'loading
dock at the CltlC Building will be used for the Plaza conference center.
Smaller vehlcles will access the loading dock on the northeast corner of the Plaza conference center. No large vehicles wi'l 'l be us.ing the
confersnce centerrs loading dock.
4. It may be reasonable to al'l ow for service vehicle access under the pedestrian brjdge.
5. The staff ls concerned about the encroachment of the Plaza conference
center onto Westhaven Drjve. It is our opinion that the bui'lding should
be pul1ed back from this area to allow for a wjder sjdewalk and
landscape buffer between the north edge of the conference center and
Westhaven Drive. A'lso Bi'l I Andrews will want to make sure that the
appropriate right-of-way is maintained for ldesthaven Drive when this
road is eventual'ly dedjcated to the Town of Vail. More detajled 'lnformation is needed in thls area to really determine what the impacts are on westhaven Drive. A drawing showing the north s'ide of the project
and Jts relationshlp to the parking. structure would be helpful
Terrace Building:
l. What ls the status of the sewer re-a'l ignment along the south side of the
Terrace Building?
I hope these comments will be helpful to you in preparing for the final Design
Review Board meeting. If you have any questions about these comments, pleasi feel free to call me at 476-7000, ext. Tll.
Sincerely,
r,t I n I
{nfu'\ ft'12
Kristan Prltz
Town Planner
KP: br
ROMA
January 29, L987
Gary l{urrain
Chief Build'lng Inspector
Town of Vail
75 South Frontage Road Vail, Colorado 81657
RE:
Dear Gary,
The following sunmary shows the total hotel unit count as compared to the
number of handicap accessible hotel units. You indicated, in our recent
phone conversation, that as long as the accumulative total of handicap units
in the entlre complex meets the Unjform Euilding Code (U.B.C.) requirements,
no further handicap units need to be added in the new construction.
Sunmarv
0rlglnal Hotel
Temace l{ing Addition
P'laza Phase I Addition
Cascade lJlng
Hand i cap
154 5 120 2 220 32q
328 7
Handi cap
Lost
I
U
0
q
(-) I
unit p1 us one for
our project, 328
for the 228
project has 7
6 units. As you
Total
Units
The U.B.C. requires, for 100 and over units, one handicap
each additional 100 unlts or fraction thereof. Thus, for
units equals I handicap unit (fjrst 100 units) plus 3 more
remaining units. Four (4) handicap units are required and
current'ly, but new constructjon wjll reduce this number to
can clearly see, this is 2 more than required by U.B.C.
Roma Design Group . t4zo Sutter Stri,fi ' San |;turcisco, CaliJornia gJtog . Glt 77 j-,1.1 ,o
ROMA
Gary llurrain
January 29, 1987
Page-2-
Please notify me if you do not concur with my
with drawings for the P'laza Phase I based upon
Yours truly,
anifold
Jl./dnk
Ll29G1{
cc: Freyer
Arnold
Stafford
analysis, as we are proceeding
this conclusion.
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.
'r, j ' ttt'l , Tr' 't q i;r,-,-.;.. ' ,. ..,-. i' ,-; \Et*I-=iprlnur.r. Reqr-rir.enrerits )',,' ,t '?' ' .-:-','--,;,-- ...:.. .t. *. lf'-.-.---- -i;i - ,i .'. . :t[r, queefil1rt-'r,raEi Faieeo G-r;- tne-r.eqiirilenrent f,rr- f ir-e gpl-ink-
#;,. - , lrnt ,{n th€ attl.c'bFdce of the Ter.r"aee Additinn. The r"eap':nse ;,, - , lrnt {n th€ at:tl.€'bFdce of the Ter.r"aee Additinn. The r"eap':nse
;:J,'-.' f,rq! FqW Flqqa{n'wae that the* design tearn gh*u1d follaw the
f1,i{-. ':.i Epr-i'nkltrirrg praC$denee established in the original lrestin H*tel.t tt,r,
,t. *r"u,-'rJ rlnetin H'ter attic g 1",, '; Ttrt-rr.iplti;nf.,.i{qBtiri Flstet attie spaee is pr.tstectecl with a f ir.e
' .tt ';, rlpr.XnklFl* ryrtt*u and pmake deteetarg. Ther.efnr.e, Y,rder Engirreer'*'..{ng _rtill lnreifV a {Fy pipe fir.e prntecti,:n syetern in the attic it . :1hg -*ill,-1f;a ff,a.'diy pipe fir.e prntecti,:n syetern in the attic
' - '- a'^Ql'... : "
Additnn -'----
ing Depar.trnent j''..,i .,i. r: :; p.1nie*PVr-er €l-f ;flrehitects
.t,,' .' i: .''"; i;""-Drilill,"l-iri.i"er,si',e,er.ins
't* .o ',: .: llSntt,Freyd-rr. Vall Ventunes
l.,"Wj:
l;,.i * ::r*,*,:.-.iij: r;:- r r1
Fatr...;+ -.ur..; The'.'nfcgagd tng eomment s and 'rr. ,:bser.vat i,:rrg ar-e pt'e'-r$':'+' ;'.. -."ir-'entlng an ovgrrview of pl''rEregg and cr,nditinns nf the ':' ,...*1.,, -' .l,m"k. Pleabe- notify uF ef arry rrlislrnderstandingg tr'rl
.-.: ., '.i' requlned -l,fiterpretatiorrs c'r' clarif ieat!*ns within thr"ee
'i .i -'. woi'rtc dayE of rtscetpt ef these rneeting rroteso we will
--, '.,,1 t: ".. t ", proeeeO on the baele that these items are agreed t,: tly
i ao. ''- .'._+- all larttea'iottc€Pned.
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Benchmark Plaza - Suite 307
P.O. Box 57zK)
Avon, Colorado 8152O
Yoder Engineering Consultants, Inc.
Mechanical,/ Electrical
Conference Record
Presentl Gary Murrain, Town of, Vail Building Department; Clrief oick Duranr vail Fire Department, Mike McGee Tolr'n of Vail Fire Departmentt Denis Beaudin, Yoder Engineering Conaul"tants, Inc.
Location: Vail Eire. Department
.Time: February 41 1987 at Ll:00 a.m.
Tlre following items vere discussed:
1.00. Generat
1.Ol Mike Mccee and Chief Duran wi].l require LFirellal fire hydrant instalLed within the existing serve the Westin cornplex.
2.00 Tefrace
2.OI The fire department connection for the Terrace addition rrriLl
be located at the corner of Pepits sport, slrop on Llre west side of the Westinrs east ving.
2.OZ The fire department connection fire line dedicated to the
Terrace sha1l be interconnected with the existing'Wpstin fire protection system. \
\2.O3 The f,uel oil rill for the westints emergency generatoi wiLl
be located to the sest of Pepi's Ski Shop in the Westin
Plaza.
2.O4 Gary Murrain and Mike McGee suggested changing the existing
etnergency generator from fuel oil operatj-on to naturaL gas
operation to eliminate the fuel oil- fill.
3.00 Plaza Phase i
3.Ol The PJ,aza. Ptrase I fire protection rviJ.J- be extended from the
existing Westints fire protection system.
3.A2 The exis,ting standpipe riser located in the stairwelL at
column lf,ne D of the Plaza Phase I needs to be reJ.ocated to
maintain, service during construction of Plaza Phase I.
.l0l-9.19-1 191
1-{r00".t.t2-1259
(Colorado OnlV)
t,-
3.O3 The PLaza Phase l standpipe final Location wiLl be in the
new staircase Located on the north end of the building.
3.04 ROMA nay have tlre fire protection shop drawings and hy-
draulic calculations from ttre existing Westin building'
These dfawings are. necessary for the PLaza Phase I conLrac-
tor to extend the fire protection. It is necessary for ROMA
to search the archives ior ttrese dravings. If bhe hydraulic
cal-culations are avaiLable and reproducable fire protection
strop drarrings are avaj.labLe it would be appreciated ir they
lf,ere f,orwarded to Yoder Engineering.
4.00 PLaza Pttase II
4.Ol The Plaza Phase II fire department connection suggested
location.on Westlraven Drive is unacceptable due to potential-
ifiiii; protri"r" and stoping grade. The suggested locations
are adialent to the Terrace fire department connection or on
the we6t side:of, the Ptaza Phase II by the entry to the
lower level rneeting rooms.
4.o2 Mike Mccee will require a fire command center located in btre
Plaza Phase II buiLding.
4.O3 Plaza Phase II fire prOtection system shall be stand alone
t'*i-pl"p" eire-piotecliotr system. stand aLone in that it is
not ini"rconnelt"d ritfr tfre Westin nor the P1aza buiLdinq.
4.O4 Gary Murrain and l{ike Mccee suggested reducing ttre -size of--
ttre rrater feature adjacent to the PLaza Phase I and Phase II
buildings for better access.
4.05 Milre McGee suggeBtg ttre existing reservation/computer,/fire
command centei-room to be dedicated to fire command onJ-y
ttrere eliminating ttre need for a Plaza fire command center'
4.A6 cary Murrbin and Mike McGee suggested incorporating a turn-
in tlpe.drop off for guests enteiing the- Plaza II building'
this-iould iiefp preveit botble necking the access road to
the main westin entrance.
tto[nnents and/or observations represent an overview
the lrork. Please notify us of
or required interprebations or clarifications
3l'work days of receipt of these meetings notes, as 'on the basis that these items are as agreed to by
; Vail Fire Department
.Eua?n, Vail Fire Department.of Vail Building DeparLment
L.',Yeiderr Yoder Engineering Consultantsr fnc.
$" .nntrieon, Yoder Engineering ConsuJ.tants' Inc.
Fy!e' SLP rd, RoMA r, Vail'old, Rot't
do
Yoder Engineering Consultants, I nc.
Mechan ical .z E lectrical
Berichmark Plaza - Suite 3O7
P.O. Box 57,f0
Avon, Colorado 81620
9, 1987
Mike ucGee Vai,l Fire Departnent
42 West. Meadov Dr.ive Vailr cO 81657
REr Februay 4t 1987 Conference Recordr P]".aza Ptlase II,
Projeet Numtrer.87004
Dear ttike l
I Erm forwardlng t|:Ls clarif,ication to the February 4th conference
record in respoirse to your telephone conversation with me on
February 9, L987. Itern number 4.05 shall be deleted entirely
from ttre confefence r.ecord.
do not hesitate t,o call.
ll
Beaudin' P.E.
ccs 'Chief Dick Duranr Vail Fire Department
To'wn of VaiL Building Department
Dave Yo{err Yodei Engineering ConsuJ.tantsr Inc-
)03-9.te.1 191
1-8m-.132-t259
(Colorado Onlyl
Vern Denisonr Yoder Engineering ConsuLtants' Inc.
Ernie Pyler SLP
.lohn Sthfford, ROMA
Frank Freyer, Vail Ventures, Ltd.
Jerry Manifold' RoMA
6
Architecfure
Plonning
Londscqpe Archiiecfure
lnterior Architecfure
gD[.!Do
Tenocentre. Suite 330
'100 Stout Street
Denvet Co orodo 80204
(303)623-7031
Em€st L Py,lo,Al,A
Vice President
29 iluly 1986
Ur. .Gary &trrrain
chief Bulldlng Offtcial
Vail |[orm Develotment Vailr CO
Gary,
I wtsh to su!@arLze orr meetJ.ry in Vail on 22 atu].y 1986:
t. llp hour floon cel,ling system (u.L. G515): For ninor bean droBo below dry-
walJ. celltng plauer stepping t-te dlryrall Ls accetrtable provldLag lhe furr-
ing chennel spa€ on the bar Joists is maintained arourd the bean. Major
or full bealo dlro1 s blow Eyster nay reguire drlnval l ard,/or fireprooflng of
bee.
2. SLP haa checkedl thg battt exhaust ventLrg ternination code requjrementa at
erterior mlI snil fourd that no restrictions apply (re: tuC Section 1102).
3. ReB Draft stop requirments in floorlceiling aystem and attic s[Ece lter
IIBC Seotlon 2515(f)s gubsequent check trlth IcBo (FLoydl Opodaca) confl:med
ChaE Cer 25 oaly a!,E LLes to t{ood constructlon.
g{m{tqrty, SectLon 3205(b) applies to concealed roof slEces forrned of
colabustlble construstion andl woul-ct not apply in this project. Any woocl on
the sofflt exterLor rrl1l have F.R. glpaum sheathing uncler it.
No ilraft stol4ritrg le requlrecl.
4. RE1a I:1 areag - there are no toun tenant finish iterne required f,or bulJ.ding
Certlftcate of Occutrnncy other than Fire Rattng and Llfe Safety require-
Eents (e.E., rateal separation ceil ing anl wall systems r alarm connectlons r
etc. ).
5. All noodl blockingr Lnterle ard exterior sha1l be f,ire-retardant treated-
!{r. cary }trrraln
29 'Iuly 1986
Page firo
6. lllre noof one-bour slTstem (sketch attached ) J.s acceptable.
I aprpreciate your tlme and asEistance on the project wlth ite ampJ.e share of renisions. AE re dl.scuss€dr the structural systen will be changeil to a bar
Joist configuratlon to take advantage of our reduction to [ype rr F.R. Tltre
mechanLcal heating wtll be changeit to electric baseboard.
Sincerely,
AND PARTNB.S
Ernest L.
ELFTkcr
cc! Franl( Freyer
Dave Yoder
alon libKe€
Ercloaures
*85/111 s
s. . q7f S./v,
8F( - r?Zo(qrsr7,*tv)
It{- '.*, '-".-- -=" ttff-{ '";.'oz ro:': . : .=n-
Fro:ect/No
M
{//, ogt
7- 7 -66
Ccnference .I
relecnone Z
lnfcrmction -j
2.i
Q-t
_W/rrt) | ffF.
€<
r"&r {l ,
- ay'Wfdt+dL 7
7r
I
3/83
ryEOFCOLOMDO
$ellin$on E. Webb
Erecuire Direcror
Division of Registrations
Bruce M. &uglas. Drredor
ffi w
Y.il }::lciates, rncorporared PoEt Office Box Z -
Vail, Colorado AIG58
Dear Dave:''
lt-the January g, l98E
9af,ety Board, the Board 1985 for a variance to
Departmenl of Regulatorl. Agencies
meeting of the Colorado passenger Tramway cohsidered Vailrs request "i--i"".*Oer lZ,Rule 2.1..1.2, rocatiori, rl"te-zl-iir space.
. Po"fg to grant the variance provided the Findings of Facr in y;; ;;;;mber tTrh
Please understang tfrlt this variance, as I understand it, was.only granted for trre nelf terrace wing or irre-rrot;l .-'r,ots 39, 43 and 44 -were not discussed, and therefore, no variance was granted with regard to the lots.
Please feel free to contact me if you have any guestions.
It was the that items letter are
ProEram Adninistrator
SM:rb
of the 5of
I
.z r 1933
P,'ri'; JhN
@ \AilAss#iarcs,hrc.i . ' ' Cre"mr"
"nd Ogreraron of Vail and Bcarer Crecl
December 17, 1985
ldr. Jonathau Carrick, p.E.
Colorado Passenger Tiamway Boon 6OOA, State Servlces 1525 Shernan Street Denver, Colorado BOZOS
' . . , Tall Yentures, Ltd. and tbe sestin Eotel are desirous of .:buil'ding a new terraee:wing to their hotel and also construct-lng, in the surmer of 19961 a chairLift fron the botel site to the nestera edge of vai.l,. uiruataints simba run. Ttre li.censee for tle proposed new cbairrift nould be vail Associates, rnc.
_ An-exception to paragrapb Z.L.L.Z Location, Note 2, Air space' ls bereby requested. Air space rsslles exist betweeu the proposed t_errace wing and the proposed lift, but also lrnfact tot Numbers 88, 43, and 44r-loiated on Sest Eave! _circle Boad' Please note attacbed letter dated November 19,--, 1985 from YalL .Ventures, ttd.. and. a memorandrlm dated
$oyeubeq 19, 1988 from Frank l.reyer, project Director, and a letter dated Deeember 9, 19gs fron iown ot vair Fire ihief Dlck Duran.
. TUe'anount of .al'r space iofriogenent as j.t relates to ' tbe terrace wlng of ,tbe hotel ls sbown on the RoilA drawings also allaeed. . 1,,;' . , ,,
,
Findings of Tact:
1. consisteat wlth Paragrapb 1.2.g (a), (b), and (c), in that botb a chalrllft and the maximlzatlon of corxcrercia). spa.ce nust occur for the Westi-n to be economical-1y viable.
2- vail ventures, ttd. riLl provide a twenty foot easeoent for the enti.re Bath of tbe liit 1ine.
r-: .--- ---*
iviAi$_qFi.il.;, LTD-
:-,*:1
' j;:;
Safety Board Building
Gl The bulldlng is designed as a Type 1 rire Resj.stive structure.\_-/
4. Fire detectlon and preventioD systems'wiL1 be installed.
5. Sprinkler systern rri1l. be installed.
6.flre slll. notify the chairlift o-Derator of any
,E
l|
:
l
- The impact'to future deveLopoent of Lots se sould bope, could be discussed at the next -.PreliminarV drawi,ng #A1, dated July 1O, 1985,
terrace wing closest to the cbairlift will uo balconies.
38; 43, and 44,
Board meetiug.is enclosed.
,'.,: Jon, tb_lsr_Ls DO way, could be construed. as a skilng Ilft.' : -currently, th'e westl.n Eotel must bus tbeir people from tf,e botel : to eltber LLonsbead or vail vi11age. The current proposal. is ' "for a trLple. fLx_ed grlpr and. r *outd see tbis JLift buly for per-baps one or trpo houis fi tUe morniug. A traiL called ihe westin Eo currentry exists where guests at tbe Eestin have an opttoo of _skilng,a:catwar.k back to the botel . also encl.osed foi your lnfomatlon'ls a cascade virlage skier demand projection, and a Cassade Vtllage public accest pIan.
, Any further lnfor:nation you may require, please do Dot hesi.tate to give me a cal1.
enclosures
vr,o/85/oeo DMt/cp '
'W,^"VaiL and Beaver Creek
Voil Ventures. Ud
, . i(@ S fronloge nd. W.
tuite@
Vcit,Cuorooogt6sZ'',.,',,,.
303476..66@ ' ,',. . :r :..., .' . -'.'': -.;'. ..
. _... .,. :., -a.
. ., - .'. i - -r' '': " Llt-:e.: .j" i ;l'r. ,:;l :;l:.,..'...'..
g_ ''t$liloti::;:,, project Direcror rrotrr Terrace Wing Fire protection subi€ct N;;;;;;r"i6l iges Dqls:
, -'' --.',,. .-Th-e:Terrate HJ.ng is a L20 guest-room expansion to the existing :weslio,[ote]. located-in the Town of vai1, Colorado. The construction echidule indicates coumence&ent in the spring of 19g6 with conpletion tn the fa!1 of 1987.
The bbtlding is destgned as a Type r fire resisci.ve strucruxe h,ith a nstate of the arttt fr.re detection and prevention slstem. The fire 'alarm syste.E can be actlvated nanuarly ai pu11 box stations or Sutonatlcarly .lI: theroal and/or smoke deteit,ors locared trriou!rroor the butldtng.-',As,,ll9,r"*rffne is ru11v ;p;i;ki;;!d, .n ur.'i "iti"r i, "r"o actlvated O" lll,:lliTlt:; sysren iniiiation. A11 fire alari signals .- -ntlL be iasia.4taneouely transmltted and dispJ.ayed on the nulti-zoned '' anuRclator paner.ru tnl "ajoi"i"g ltestin Hotel f ire cornrnand center L,hich 1:_i::*!o::d. !r loter pers6naeL i4 hour" ;;;-;"y and is connecred
-. The portl'on of the Terrace Wing structure vhich is t,he nearesr to " tbe chairl'tft site--i's a fire stairwell rshich extends to the f uJ-1 hej.ght
:l-:1"_l:1191rp.:,,.:Tlts stairvel,l is sprinkLered and also has a Class r 'g.tbnd- ptpe. gisfen"itttr iii"-io"" .onnecrions. oii'.l*ii""ii"io;i:;"rj the.cbairltftr the 'exterlor of the stairlrell r.raLL wil1 be fitted uith an :audible alarrn.to.Dotlfy the chair lift operatoi of any fire ;i;;,condition
directty ro the rosn oi v;ii-rir; D;;;;;r;;;.
a I \
\AtVexruRES no
Aprll 17, 1986
Mr. Gary Murrain Chief BulLding 0fficial
Town of Vail Building Departnenr 75 S. Frontage Road Val1, C0 81657
,'pE.
I
Terrace hling
Cascade Village
Dear Gary,
Please let this letter serve as conf i.rmation of our agreernents and understandlngs regarding excavation for foundation work for the Terrace l'Iing expansi.on to the westin Hotel at cascade vi11age,Vail, Colorado.
As previously agreed, on or before April 21, 19g6, we r+ill coBmence mass excavatlon activities on the future building site of the Terrace lJing and its innediately surrounding area for the purpose of renoving exis!ing site debris which has been stacked thereon for some three years. During the week of April 21, 1986,ne vl11 be submitting to your office two complete sets of tirn
Progresstt construction drawings with our appii.ation for building Pernit and check in the amount of 940,000.00. The Town of Vail will thereafter conrnence its plan check activity and will notify our office when such activity has been cornpleted and the building permlt is ready to be issued.
rt is our understanding that we have Town of vail approval to proceed with the planned mass excavation of site debris and that withln approxlmately two days of our application for a building pernlt and paynent of 940,000.00 we r.ri11 be allowed to begin airual foundatlon excavations for the Terrace wing construction site. lrle further understand that until such time as the building permit is issued and the balance of the pernit fee i.s paid, we cannot
commence wlth any conatruction activity other than the excavation work outlined abo ve.
rn accordance with our agreenent, from the date of the Town of val1ts notification to us that the building permit is ready to be issued, the Town of vail wirl a11ow us up io- 75 calendar days to pay the balance of the permit fee and secure the building perrnit.rf we have not secured the permit prior to the expiration of the 75 day period, we understand that the Town of Vail may irnmediately require us to refilltand revegitaEe the excavated ioundation aiea Further, if we fail to comnence the required refill and I
f rufrtt ..&,s 5+efr{..lp^*u..-c^"^g-a*If,
1000 South Frontage Road West, Vail, Colorado 81 657 . 3031 476
Mr. Gary Murrain April 17, 1986
Page 2
revegl.tation wlthln five days after the expirarion of the above 75 day perlod, ve agree that the Town of Vail rnay at its discretion and upon the expiratlon of five days after writt.en notice of intent to us, undertake such work on our behalf. The cost of such work,tf undertakeu by the Town of Vai1, will be paid by the Town of Vail fron the fee of $40,000.00 to be paid wir.h application for building permtt. .To the exteot that the cost of refi11 and revegitat,ion exceeds $30r000.00, we agree to reimburse the Town of viir for such excess wlthln 10 days after notification by the Town of Vail. To the extent that the cost is less than $30,000.00, the Town of Vail shall refund to us any remaining balance.
Pleaee advlse this office immediately if any of the above understandlngs or agreements are not properly set forth or do not conply wlth dlscuaalons to dat.e.
VaiL Ventures, Ltd.
By: Mansfleld, Ltd.
FBF/sb
tane Co oration
rao
-_rl+*rr!J''? rfrr I *qliErartQT.l*F ' ffcrrn - lb rcrr cf,rfl
lq t N9 39461 DATE
RBCETVED
ADDRESS
(: ' .tt.l. .
Permit l{r.rmbers Police Receipt l{umbers
i 1i tl- tL[ j' ,--'HOw PAID-OdI
-.An*'
/" "l'3 Dy
'\,.\t^$' \\trr'r
r s '-\ t-\.
-\*.1 \'...-*
\rq,'.''\ l\>
\,.,.\.
I
i
Meeting Nofes
O Ppjecl
lroect
Dote
lime
- 85.ttl
lrocofton
Present
'
Distnbution
09 Aprtl l9t6
10t00 a.n.
Offlces of Vall
Rrtliltry Dapartn€at
PreBEntr
Tom d Vall:
vatl Venturesr
SLrPr
Yoder Englneerlng:
Dtgtrlbutlonr
Tbse Ptesent
PetER lrionroe (ntc)
Cralg CarEoll (Frc)
.Vern Denleqr (Yodler )
Gar[ !'trrraln ,
Frank trley€r
Ernle Fyle
Ton Rylrskl
Dave Yoder
Denie Beaudln
li
I
:.j.aae-lt2
" - ^ i'-, ,. -' ..::r' ' r.'--
.a t- 1",
i_i !'-1-.- -.
IIBST!|III rtnRlurrE nnrc
09 Aprtl 1986
Page 2 of, 3
rtrc DISCTESED
01. Srror loail for 1to$n d VatI iE 80 lbs,/s.f,. llve loail.
neduotlqr for sloped roof ls allosable per code.
02. tltnil speed for To$n of vall ig 120 n.p.h.
03. Frost deptt! €or $otnr of Vall is 4r-0r.
oil, Ioft Unlte:
Tha loftE look acceptable a€ drarn, Although they
are cr'er 1/3 of the area orf the floor balow, tbere
are olrenings to the Epace belon. Alsoe beeause of prlo! qreenents, the bulldttng has been upgradd to
Type I constructlonr andt fully sprlnkled to nake the loft c'onflguratlon acceptable to the bullding de-
Partnent.
Gary llurrain reguested lnforrnatlon on srcke,/heat
alarng ard voice egacuation spe€kers. A srooke th-tector 1111 be cithin each unit as nel1 as the corrldore. f,he r'olce enacuatlon speakers are to be
Locatsdt ln the corrldors. Per the VaiI Fire Depart-mntr Lhe fire alaru panel wll1 be fully ddreesable.
05. 9talr at llnk:
Stalr at link @nnectE the ground floor arlt flrst floor. hrrpose iE to allon lenanta acceaa at ground floor to the epa on the south slde d the hrlldling.llte exlEtlng gype II bultClng and the Tlrlre I addltl.on
eaab have thelr owtr er.its. lltre Llnk is not, required an an etlt, it only eonnectB tbe trc butltlings.
Itlndou8 ln the ltnk area are therefore allorable, ard
can be treated as unprotected openlngs.
ecr[(x
stP/
Yoder
3/83
".- il I -\. r-_.i
-i l.\l I rir ,/\l t
r--l Irl-,i-t I --Y -.l L--l r --
'n'rJat' ne
.. 'a:J' ."aa: . .'.: -'::-, ,. : .r- I
i;.1, ::3 i: i'
Flrr ![Elllf(t mre
09 Aprll 1986
Page 3 of 3 'A Hr.. ,'rt.* Drs*s'
--th_,r,{d,:1?9
Acft(x
06. { hour rall separatlon: 6ii1! {lr- *Y-Yi*I ' oh*v,
Ground FLoor - The 4 hour/wall lncludes lhe rest €n*
€estb rallgf of Stair * ltvanil the west wall of Root!
63. l'!re north naLl d Rocm 63 need nd be 4 hour
rateil r and nechanical penetrationg to the Chlller Roorr
aEe acceptable.
Flret Floor - [he 4 hour nall lncludes the north and
rest walls of Stalr No. l; the negc atd soutb ralls
of the rechanical draee.
Secondl Floor - The tl hour sall lncludles the north anil
wegt salle of stair No. 1; the west ard Eouth ralls
of tlre echanical drase. Itre 4 hour wall need only
extend 30tt above the link roof, andl Penetratlons
above 30t are acceptabLe.
07. A second ealt iE not needed f,ron lt{echanlcal Rocm No. sIrP
70 (no gas fired equlpnent).
08. Verlfy dlirectlst that Door No. 008 should swlnE. May SIJP
need to swlng ln the tlirectlon of travel frcrn link
ar€a for eriting.
-09. SLP silt verlfy protectionr tf atrYr requlred for SLP
otrenlrgg ln Stair No. I above 4 hour wall.
10. noof hatchee at the etevator area ard Stalr No. 2 ac-
aesslrtg the flat roof are acceptable.
ll. Verlfy flre extlnguisber regulrenents sith Ulke SLP
I{6€ee.
3/83
Ff,D (T TGBIIlF M'TEs
75 soulh tronlage road
vail, colorado 81657
(303) 476-7000
O*n", Vai 1 Ventures Ltd
GENERAL PLAN COHRECTION LIST
Sased on 1985 Edl on ot the Unirorm Buttdlng Code
olf lce of community deyelopment
Plan Check No. r
Valuation 6 ,900,000
g5g_Hote 1
,oo oog,,":g
ciry vai 1
g1sg" Colorado Type of
Construction I F.R.Occupancv
616rr;1,s6non R-1-B-2 Total Allowabte noo, "r""
Unl imi ted per U. B. h. p,'
Basis for Increase
COMMENTS OR ASSUMPTIONS:
Stories 4
Floor Area:
Floor (Max.)
Floor (Totat)
Qn Er
Occupant Load
iii
------Corfectrons_checked below are to bemade on olans oelore perm;t is tssued.r ne ape,o:aror prar
'd; ooi;;;iffff;Jr:;iliii"n or
"ny
.".tion of rhe Euitding code or other crry ordinance or srare taw.
Addlllonrl Co?rectlons:
1. Loft units need 2nd Exit.
These sheets are a pad of the plans and shall Iemain anached thereto. Corrections as
Checked by
Fechecked and
TEST REPORTS
PHASE I
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DENVER. COTORADO 80223
(303) 698-1oso
CTC PROJECT NUMBER
t-( l-o-4 - JL -rt_ 3_,
P. l{ord.Iurd
FIELD OBAERVATTON REFORT
PROJECT NAME
TECHNICI.AN ST HR
PUNCH LIST ITEM -- TO
ea16 5/24/87
Page Tbree
OT HR CONT SVC XTR ST'C CODE $
wPEoFlNsPEcnoN' vlsuAl x, MAGNETIopARTICLE-, ulrRAsoNrcwELoMENT-
ULTRASONIC..--_ SHEARCONNECTOR (ACCOUSTTCAL)- BOLTTENSTON FTREPROOFING
WERE lrEMs gELowrttE MIN|MUM pFo.;ECTSpECtFtcATtoNs NorED? yES-- No x
17EM NUMBER DESCRIPTION/LOCATION
2l Fhase I, Leee1 I b:nnel slab located at ttle folJori-rg grid
Lrcatlon: 24 6 25.2 - C to y
3) Miscetlaneous roo$rgs at Eoter link rocated at tlre for.lo,rina
grid locatiou:
A) &8 - 0.49 b 0.8
B) F-0.7 to 0.9
4') Fourdation r{a11 pilasters rocated at t}re follcniing grid
Iocations;
F-6.8
F-8
rso deficierpies wene rpted at the arp'e nentioned areas of
inspection.
ACTION TAKEN REGAROING ABOVE ITEMS.
C
165 SOUTH ilAVA'O
DENI'EF. COLORADO @2E3
(303t 898-1050
CTC PFOJECT NUMBER
( l-o-4 - J- -,t- 3- )
P. ltoncllurd
PUNCH LISTMM
FIELD OBSERVATTO}{ REPORT DATE
pROJECTNAMS - ?Fqtix Eotel,rlerrace Wiry Addition
--:EETE--IECHNICIAN ST HR OT HR coNT svc xTR S\fc coDE *
WPEOFINSPECTION. USUru. X, MAGNETICPARNCLE- ULTBASONIGWELDMENT-
ULTRASONIC--"--- SHEAFCONNECTOR (ACCOUSTICALI----- BoLTTENSTON FIFEpROOFING
l,ygnEIIEMSBELOWI;I{EMINIMUMPRO'ECTSPECIFICATIONSNOTED? YES- NO X
ITEM NUMBER DESCFIPTION/LOCATION
3) Plrase I grade beaa section lcated at tlrE foflqrrtrg grial
locatiqgl
I€vel L at Liles zVZ tn C.5.
MlsEirq top t"o sets of *4ties at pilasters at Ures B & C-28.
Conecteal ariirg tfie oourse of tlre inspectJ.on.
ldo otlrer fletriclersies we rpteil.
4', t'otrdatlon lhll section focated on Une F, betrreen fixes 0.6
to 0.8.
No deficiencies rere rpted.
ACTION TAKEN REGAFDINS ABOVE ITEMS.
ffi , ISSSOUIHNAVATO . DENVER,COLOFADOSO223
(303) 39&tO6{'
CIC PRO.IEOT NUMBER
( 7 O 4'- O 4 3 I
PUNCH LIST ITEM
-
TO
TECHNICIAN 8T HR oTHR coNTSVC TTFSVC CODE *
wPEoFlNsPEcrloN' vlsuAl x . MAcNETtcpARncLE.*__ uLTRAsoNtcwELDMENT-
ULTRASONIC--'SHEARCONNECTOR (ACCOUSTICAL}-BOLTTENSTON FIREPROOFING
WEFEITEMSBELOWT}IEMTNIMUMPRo.'ECTSPECIFICATIONSNOTED? YES- NO X
ITEI, NUMBER DESCRIPTION/LOCATION
Phase I3
Filasters,
Lmtiorsl
first floor level located at tlre follcrd-ng grtil
B-21
A-2I C-21
ldo detrtciercies were noted.
ACTION TAKEN FEGARDTNGAAOVE ITEMS.
(('
EVGT TEER/VG r€Srrrvc ,wsPEcrroN
s€ptseer 2]., LggT
7040{3
Vail Ventrres, Ltd.
1000 Sqrth ftontage Road YrEst
Vail Coloractn 81G52
REfrEIYFO
SEP a 2 t9B7
G. E, JOHNSON
CONSTRUCTION COMPANY
Attentiqu l{r. Elait( Freyer
8E: neects for the Tewace r0iryAraza r at tt,e westin Eotel, vail Qrorado
Gentl.snen:
Btclosedl, please ftrd ocp,ies d a[ slr.qr.ard air relorts as we].r as copies of, arl sncrete rcpcts ior tne afove p:iiect
These regnnts are frcm thetirst pour at_urejiite, t},rq,gh septenber 1g, r9g?.
rf ltott harrc arqr guetions, please do nct hesitate to @ntact tlre r.ndersigrred.
Respectfulty s*mittecl,
CIC-GUIEK, II€ORFORA:@
Techniciarr
EVrm
erE.
L copy Seub I cory lro:I @1ryr Tor
1 Co5ry' To:
G.E. ilobnson Constnrction Co.StP Arichitects
B e B Erca\ratiJg
155 SOUTH NAVtuO DENVER COLORADO 80223 303698 loso
(
DAILI REPORT: sgflMp, 41R e tEMp. JOB NO. ?04043
LOGATIOII: t€6tin $ote!r'Ierrace tsirg Addition
Servlce llre.Code Reg. O.T.
2.75
PAGE OF
DATE: s/29/s7
Servtcee Contracted Extra
x INSPECTOR P. bbrallunat
Perfopned slraq>, air and terperature tsts on corrsrete deliveu:ed to
the abore jcbsite for G.E. Joturson Constnrction.B a B Ercavat5rg suppLied
the conq:ete with a mix rD of 5929. ArL test sarpLes were obtained in
acoordance wift AS[.,] C-L72. All corcre@ tested riras wj-ttriI jcb specificati.on
requi-rerents with t&e erception of truqk f3-7, t-lcJcet s17876, r*rictr rras 0.8?
above the xna:rirnm alr ontent reguirernent.
llhis truck vas pJ.aced by ttre tirne srrq> arrll air tests r.nne ocqlleted.
Represertative of B & B Coneete was rptified of tbis sondition ard the air-
entrainfuq agent lras red:ced.
Average Shq>: 2.75"
Average Air: 6.22
Average Taqr: 58o
chrdt wittt G.E. Jolrr.son ard a representative of B & B E<cavatirg was slrsrm
tlp results of tlte tssLs. For adtritional info::nation, see tlp attached data
sheet.
Structural , Hechanlcal and Materlsls TesBtnge
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DAILI f,EPORI: sf,tnqp, AIR s IE@.JOB NO, 704043
LOQtTIOtf : resttn bte!,r'rerrace ning Additnon
INSPECTOR P. lbrcl].tld
Sirvtce Hrg.4ode Reg. O.T.
2.50
PAGE OF
DATE: 6/5/87
Servlcee Contracted Extra
x
Performed shqrr alr anl q)eratrre tests on @rffiete delivered to
tJre above Jesito for G.E. Jobnmn Constrrction. B s B $<cavatirg srpplied
t$e ors:ete rcith a nlx rD of 5929. All test sanples rruene cbtained in
acsodarre -wi-th ASm{ _q-172. Alt corsrcte test€d rras witjrin jclr specifications.
Alrelrage S}qt: 2.75"
Aveunge Air: 5.48
- ---*rzelnge Tsnp: 680 - . --
Ctnrck of G.E. ilobnson and repnceserrtative of B I B E<cavatfury $ere shcrrn
the resElts of-tlie tsts. For add:itionaL irrforenation, see tlre attached data
Blreet.
Mechanical and Materlals Tesctng
p I
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+
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l'{>F art qt 0 ,llzFr FO €rJ O.|.l El 5 -<oh & ttt o o'.-lut C!o|no u -Fl
(
E-.-t2 EOT E K
DAILY REPORT: S[ItMp, AJR r EMp.JOB NO. ?04043
LoCATIoN: I.Fstln Botel Terrace wing addltlon
Servlce [rg.Code Reg. O.T.
PAGE OF
DATE: 6/L8/A7
Servtces Contracted Ertra
INSPECTOB P. fdoncthrd 2.50
Ferforaoeat srrqr, air ant tsqperatffie tssts on concrete deLivsed to
the abwe jcbsite for G.E. rlohnson Construction Co. B e B Erca\ratjrg
suptieit tlre aoDcrete rcith a mix ID of 5929. Atl test sarqlles were
&taired in asoordance !dtt! ASXIII C-L72. A11 onsete tested was wit]in
je specification reqr:iroents with the e<ception of truck *3-lO, Licket
*18074 had a 6r sluql at tlp tnrck and, a *L/2n sltnp ort of ttre purp.
Concete tnrck rcas rejected due to high slury. Appra:<irnately 1rl2 load
(4 yA".t was placed.
A5ragg Slup: 4.s0"
Average Air: 6.99
' Average Teqr: 54o
Ctu:ck of G.E. ilobnson arul representative of B e B &<carratirg rrere shcrvn
tlp regults of ttre tests. for additionaL ilfor:nation, see the attached data
slteet.
Structural , Mechantcal and Haterlals Testlnge
p
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tft
+
JJ tr
.5 A
c o g
E
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tO ({&Gr gil .o l- oo z lDoo tJ.aE 6qt F>f{(,)60 tt:lzA .t-. O ETJ Oar A:' -<Of'&tt It o ..Jrt C O|a tl,(JFEl
(
ETE: Eeorer
DAILI REFORI : SIUMP, AIR s U!{p.JOD NO. 704043
LOGTTIOH: Westh Eotelr'Iqr:aoe Wing Atldirion
INSPECTOR p. Nordtunl
Servlca llrg.Code Reg. O.T.
1.00
PACE OF
DATE:6/24/87
Servlces Contracted Extra
x
Perfomeal sluq>, air and tsryerabre tesLs on @ncrete delivered to
tlte abo\re Jcbsite for c.E. Johnson. B & B E<carratirg suppLiecl tlte concrete
wittr a ni:. ID 6. 5929. AIL test saqrles were obtained in accordarse vrith
ASs{ C-172. AI.l correte tested sas rnitnin jcb s5:ecifications.
Average Slt4x 3.75n
arrerage Airr 6.7?6
Aver:age Tql: ?f
Chrck of G.E. ilohnson ard retrresentative of B & B Ercilratiry wene shcrrn
tl|e resuLts of the Gts. For addiulonali jnfounation, see the attached data
sbeet.
Structurel , Mechanlcal and Materlals Testtng
lo +,o t u
E o u
o z
&o Da
E
+
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c (j
x ft
a
tr
tr o d
f!
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t o .|J
(J
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ta t\I &Gr El .o Fct 2 groo (J.rr€6ql l->1.a,)ql0 gl :e +<.FO E(J O+,a3 -<oh &1n at o -.J ui t o|'r a,lJ- A
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=F'
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t-.d P
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t::l t-lr!&(,
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C (
DAILT REPORT:
LOCATIOII:
ETt -Georex
S;UMP, AIR & EMP.JO8 NO. 704043
Westtn Eo'tet&er::ace t{lrg Addition
PACE OF
DATE: 6Qo/e7
Servtceg Contracted Extra
INSPECTOR,P. ldortl1trrd
Servlce Hre.Code Reg. O,T.
2.50
Perfotneal s]Jq>, air arll tsrpenatsre tests on corsrete delivered to tlre
above j&site for G.E. ilohnrcn. B & B &<carratirq supplied tf,re consrete rrith
a nix ID ot. 59?9. AIL test saryle roere cbtajaed in accorrdarce r,ritfr As'lM-C172.
All coneete 'r'sted rms r*itldn job specifications.
avenge SI4>: 4.00"
4nrerage Ai.r: 5.98
Average Tql: 71o
(tuck of G.E. Jobnsgl and retrxeserrtative of B & B E<canatfug $ere shcrf,n
tl|e resrlts of the tests. lbr addiLLonaL informationr 6€e th€ attaqtteit data
sheet.
Structural , Mechanical and Materlale Testt.ng
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&Gl Et.o t-@ z Srtoo ().q€ql!l F>r.t! ql o ll!Z,11 .F. o t(,O+,trr' -<Of'EUto,o ..J |,t tr Ct r,l o,lrFc!
E lrlc
HE
E
":(9
(
DAILY REPORT: SHlqp, AIR & EMp. JOB NO.
LOCf,tIOll: I€srin tbb[r'teurace Wirg Adatition-
704043
Servlce
Code
f,rs.Reg. O.T,
1.50 .25 INSPECTOR P. tdordlhd
Perforned s}.rq>, air ard tsperaare tests on orsete derivered to
tlte above jcbstte for G.E. Jotrrson. A & B F.xcavatirg srrtr4:lied tle concrete
witb a mix rD of 5929. ALL t-est salqiles were obtaj.:ned in acerdance wittr
Asnll c-I'72. All concrete tst€d rrvas rrittrin j& specificatlons.
Average SIlSr: 4.00n
Avelage Air: 5.68
Average Tqll 690
Chuek of c.E. ilchnson anl repnesentative of B & B Elica\ratjxg were sfiglrn
the results of ttre tests. t'or additional ilforoation, see tle attacbed data
sheet.
PAGE OF
DATE:7/3/87
Servlcee Contracted Extra
x
Structural, Mechanlcal and Materlala lesttng
rrl @
<.
)-FI cl 2
3rl
'Hl
fil
cql
;l
Ll
E.
E g)t{u tr o (-,
t'F.O ir+,tcu td
ld !.
TE do iFIJ .E
EI F lrl &(J ?_n t4 st rlO
o t\
o z
p
o b
rt
GI & {\l Irl -O F.6
=trloo (J .rr'(,
3t Gl F>r.t:t cl o SDZFa .FO ttJ o+,O5 -<Of'gZ ?;lt 0,o ...: r'| E 0|^ 0,lJr-E
x 9l ..
H$tr
E
t:
o
('l
F
t|l F
a
C
DAILY REPORT: SII[dp, a1R & tgrlp.JOB NO. 704043
LoC,tlIoN: tEttn btelAerrase wiry Additron
Servlce Hra.Code Reg, O.T.
PACE OF
DATE: 7/9/87
Servlcee Contracted Extra
INSPECTOR P. !{ctllurd r.00 .25 x
Perfonreil srlqr, air ant tqperatue t€sLB on concrete deLivered to
tlte abo\€ jcbEite f,tr c.E. ilohnson. B t B E<carntirg supplied the errre@
with a njx rD of 59D. ArL test saples se!:e cbtaired, in accordarre rcigr
ASIM c-172- AlL iomrete testeat ms within jcb specificalions.
Average Sluql: 3.75"
Average AJr: 4.62
Anerage Tql: 76()
Ctnrc* of G.E. ;Iohnson ard. xeprsentaLive of B & B D<carraurg we sbocn
the resuLts of the tests. rtx additional i-nformation, eee tfn attached data
Eheet.
Structural , Mechanlcal and Materlale Testtng
gl
+
*,c
.5 A
F o
l-.IJ c o u
Y tI|l!c FO o
E
t:
(9
d tsO ir+,k-r (,FC &it{qE
dO
iFqJ
E
lll
F.trl d (J
?.Ft
8H o F
o z
I o b
!.t (\&cr trl.o t-@ z lrtoo L) tr€qld F>r.ur60 IEZ,G<FO tu ()+,a5 -<oh Eln O cl .-ll,| El cl ur a,lJ-E
(
DATLY REPORT:sIIIMe,
LOGf,TIOH: rc*tur
E'.IJIEOTEK
704043
PAGE OF
DATE: 7A3/97
Servlcee Contracted Extra
AIR E EUP. JOB NO.
EoteJ.rr'femace Wirq Addition
Servlce
Code
Hrg.Reg. O.T.
INSPECTOR p- r{or.'iilunar 2.OO j
Perfomed sluqr, air and tsryeratrre tests on coneete deLivered to the
above jcbsite for G.E. JohDson. B & B s<cavati',g supplied tle sonsete with
a niJr ID of 5929. A1.t t€st saqies rnere 6tained, in acordrce 11lt1. AsD,rcLZ2
AIt concrete test€d was sithin jcb specifications.
Average Sluql: 3.00"
Average Air: 6.2?
Average Tq)! Z4o
CtueJc of G.E. ,Iohnsqr rr{as strovn the resuLts of tle tests. For additiornl
infmnatlon, see the attaclreil data sheet.
Structural, Hechanlcal and Materlale Testtng
E .o
el
E
+
!
Fr L:t z H a 2 FI
Y g:
EI -
lo
0,t{t,c o (J
tr o g
E
t:
u
l{f{O is+,l-! (,5ct
fd r.fE 40
ftJU l.<
;;
Fr
&.r (Jk zc a:(J:
o z
p o b
rt (\I &{\l trl .o
F6 z Etoo (, rr'(,6(t F>r.u).s0 ll:l Zr{.F. o 5u O+,A=.<Of{dt> o c,..1 uf F:C) ra o (JF E|
T
Servlce Hrg.Code Reg. O.T.
PACE
DATE:7/LBl87
Servlcee Contracted Extre
OF
DAILI REPORT: qrr rD, AIR e .|IB{p. JOB NO. ZO4O43
LOCIITION: Westj:r btel,Aeurace l{irry Add.ition
INSPECTOR P. Norrillsrd 2.00
PeLfomed slrlql, air ad tsq)erature tests on @na:ete delivered to
the aborze jcbsite fo! c.E. Jobnsn constsuctlon. B & B D<cavati^ng suppried
tie consete wittr a mix rD of 5g29. A11 test sanrples were obtai.ned in
accordarce with Astr'l C-L72. A11 corcrete tested was witiin job specifications
lrith ttre exception of tlre aix content I of ttre first three tr.uiks delivered
exceeded the na:<'jmm specified air requiranent, of 5 t 24. Representative of
B & B E:<caratirg ard Jin of G.E. Johnson construction were notified of this
condition. Air errtxaining agent was redrrced at this tirue, per G.E. ,Iohnsonrs
request.
one set of tiree cyli-nders $as casL frcn ttre first load, tlcket *lg4l0
for caqlressive strerg,th verification due to tlre high air g ontent.
Average S}4>: 3.25"
Average Air: 8.1_A
Aveage Top: 6O0
Jim of G.E. Johnson and representative of B & B B<carrat.irq rrere stsvn
t}e resrrlts of ttre tests. For additional infor:oatlon, see the attactred data
sheet.
Structural, Hechanlcal and Haterlals Testlnge
BF Ll rl q.t 4b
(D FI
F
€l_
'l8i dnl ooi +rl t, ral
Gl 'al l.-l +rl cl ol (Ji
l,.i
1E
sl*
:E
9()zh u Ftr oo b(J
trl
tZ
3 r{git Fc o o c
5 rl
":(9
k
F.O il.tr
Rg
|lll.lt+r
dO rJ(J
E
trl F E!E
Pg €)o iad -o t-
o z
E o b
E @
{T\
ct 2 F'
trt 2 trl
FI
GI E (\il
FI .C}Foo z IltOO ()'rrE
.0qt F>k uldo trl zH .Fo tu O+r a5 -<Ot &.r, o o '.Jra C Or,| o IJF a
l
l
(
lag,tl4f k&rfrltlo/.
*fiD.ls5 south Ncvc.io
I Denven, Colonacio 'r (303) 698-1050
-l
J
l
*l
J
-'1
I
: Test Numben:Job Nsme:''r' Job Acidress:
Contracton:
DuPo | 1 crt' :
!!, Truck No-:
CTC Rep.:
.!
It
'!
'-
ao223
P.O. No. r Job t{o.: ?04043
Repont D"ggr_i . 06/0|/A7
- .. . .F.r.*\g 6./? 6 / g ?
07 / 13/87
Report To: Vail
G. E.
SLP
Ventures, Ltd.
Johnson Constructlon CO.Archltects
Location of Poun: Stair S1 foot ino peci.J
Date CrEst: O5/29/51
17428
Terrece gllnq./p'l eze I Vail Co]orado G- E- Johnson B & B Exceveting
3-9 P- Nond'lund
Ain (8): 6-3
Ticket No-: 1?8?S Mix I. O. : 5929
PHYSTS,AL PRgPqFTLEg
Slumo: i.O
Concnete Tennp. ^F: SB Time Eatcheri r 10 :31
COIIIPRESSISE STRENQIH: Spesif ied 28
i{t . r/cu ,Air Temp- ^F: 56 Time Tested: ii:00
Day Strenqth (psi ) _g_qg"g
Strength (psi )
263 0
3780
3710
Ft. 144.7
Cy]'inder IO Ase (days)
01 t0 02 zB 03 28
-
1a
Remsnhs: CORRECTEO COPY
Si ze
C) - uu
6 .00
6.00
Average Sl.rength
=g
!
.a
J rrlc
cie:cEotEK;-iNc:--
r.EST RESULTS
r-@ t,.-.
i t p.O. Nu.:
f irdsl. south Navsju Job No-: ?o4o{3
t .-'.ttj:1Yer, Cs:onoqo eOZZg -(303) 696-105C Report Dates z O6/12/S?
l- o1/o3/87
| -- o1/2o/87
t_
I | .n Report To: Vai.l Ventunas, Ltd.G.E- Johnson f,snslnuction CO.l__ SLp Anahttscts
-
, 0ate Cest : A6/OS,/g.t
Test l{unber, : i7 eil . . .job Nqcre:
Joo adaiesr,. ;::;';:rl;::jtt.." t
Contrecr;r: O- €. Joirnson
' ' ::::it;;:, :-?;; i.io.,,,.tr.,q, ricket rrio.: r7e65
C?C ies- , J '*',--_-,. i$!ix 1. D- : 5g2S
.",.j"="tii"'"t-o?i: , 3;.T:"1;:'ioo.inc peci "..,r"", i..2 io o.a-i6.8 to .r4, easi 'l
-!i't^....-- - --PHYj]JCAL PROPERTTEs
S1u-.o: : - 5
Ccncr.ete 'r e:.:i. -1,
i i:re 6e ! cirsq ;
A.ir (t):
't:{S:t$6.in l-enrp. "F: 6n Tifire iestec: ii:.2E,
r",il../Cu. F.L.: 14,!.6
a-
t-
Cv-r incie- I O
U
ut
!rg
Age {oavi)
7
2;
at)
St r"s6p16 ( os i )
<44,U
3630
AvE rege St renc t h
364 5
Size
6-00
6.00
6-00
" he.'rg'';g,. tt.d-t *€lel, gr.r.,5
0
r (Jll3. rrat et. aoceu orr:s i te -
ii;:G;o;iR;-ihi;:-
o 9€t
155 South NaveJs
Danver, Co'l orecio (303) 638-1050
Test Nunber.:
Job Nene:.
Job Acitrres$:
Contrec !ot-:
9uop'i ier.:
Tnlrci.. No. :
CTC Ren.:
Logcrt ion ot Do.r:. :
Dete Cest z A6i1A/67
: BL,UB
.lennece ii i nq,/P'! eza I
Va i'i Col.racjo
G - E. -ohnsor:B & 6 Excev€t i ng
I nt, . Fiounta 'i :'.
;otrt i ncs
80229
q9llcBErF r-qpr REjilfLTg
P.O. No.:
Job No.: ?04043
Reoont Detes z A6/ 17 /87
07 /06/81 . 01125/87
Report To: Ve i'i
rJ-E-
sLp
Ventures, Ltd.
Johnson Construction CO.
Arc h i tects
iickei. hio.
i4 ix i. D- :
lFYg r..caL-, P,FoP E Rr i E9
S:ur."c: 3.5 $.ir (1):
Consnete Temu- -F: 68
Time Eatchgd:
COMPRESFIVE-BTRFNGTH: Soecif iecj 2€
Arr' I grtng, i: iJ I ime isstecj :
Oay Strength (os;)
Stnength (psi)
2464
zbcu
5t !u
.'UUU
hvenager 3t rengt h
-1OJU
Size
6-C0
O. UU
g. tJU
Cyi intJer ID
82
U3
u.$
Rsr:ra n ks :
Age (deys)
1
2E
2A
ez
CTC-GEOTEK, INC.
J
C
Denver, Co'loredo (303) 696-105G
80223
Oate Cest z O6/16,/97
i7 521
ierrece i$-;ne,/p'i eze I Vei i Co'i oredo G- E- ioirnson
: I B Excavetins
.t-D
P - No:.ci'i unci
Foot ing sacis et
gort9F,Flq IESr, qEgutJs
P.O. No.:Job No.: ?04048
Reoort Dates: 06/23/g7
01 /14 /87
07 /31/B?
Report To: Vai'i Ventunes, Ltd.
G. E. Jnhnson Construction CO.SLp Architeets
l
l
l
l
I J Test Nu:rrbe:..:
iob Ner-"e:
I iorr ,\uoress:
J Conc res'-:::. :Suooiie..:
'f Truc x ric - .jD.:;:"l:J"=,u ecu:-:
Ticket lio.: iaCi6 i{ix i-D.: 5S2E
sr iq 'i ines D- 6-g, l0 enci i i
l
l
I
I
72 j :45
Air fi): E-6
A i r 'Iernp. -F
iirne Testeci :
b)-;. /Ce F+ - ',tA 1
: Ii,
z:3!
&oe (rievs )
7
d6
4.6
Strerrgth (os;)
24 iA
g , UU
,+U!U
Aver:.aoer gt reqpt,.l)lZe
6.00
5-00
6-02
t(c1!gnKs:
PHyS r cAL. P{gPE\-rJ.Es
Slu,..=.:3-15
Concneie '!'s::rg- "i:
- is:e 3,::i,c,.s= :
CONPREFSIV,F STEE$GT.Ei Soecif r-ec 26 Oey S.i:r.enr;ih (es;7 3000
Cv] inoe', !3
U1
Ui,
Eo ! | ons hr€tcer €ddecj ons i te .
u : g:t: rjg ter.oius 10
cid:dEoiEiC-iN'e :-"
crc-cEoEr<
. &F tuper tw tegrd iii-Fcclttolt (
-.!t
-!drtrSs South Navajo 1 Danver, Colorscio
:
(303) 6e8-1050
'!-
.a-I
'r!
;
Test Nurnber.:
Job Name:r' Job Adcinesg:
Contraston:
SupoJ ien:-! .Truck No. :
CTC Res. r
Oete Cast:. O6/18/07
80223
coNcBETE. rEqr EFqgL,Ig
P.O. No.:Job No.: ?04043
Report DcteE z OE/28/91
07 / 16/87
aB/02/87
Report To: Vail
r5.E.
sLp
Ventures, Ltd.Johnson Construstion CO-Anshltects
i75A1
Terrece Winor/p1aze I
Va i I Co'loracio G- E. Johnson
: 9-E Exeevetirrs
J-l r
P- Nordlund
Ticket No.: 180?6 Mix I.O.: Fg29
-.. Locat ion of Foun: stair cone s1 cone wa'i'rs e.levet ion 9?,0o to r0g,0"---,
ril'us 10
.f
t
II
E'
-
-
-lt
t
ra
PHYSTCAL PROPEJiJIES
S'iump:3-25
Concnete 'l'enro - ^tr: 65 Tirne Bat,ched: g:47
Cg{!'BEFSM STRENQTH: Soecif ieci 28 Day Strensth (csi) _3g"gp
Cvl irrder ID
01
g2
03
04
Air (&) z 1.2 Air Temo. ^F:
T i me Testeci :
l,lt./cu- Ft.: 143.2
?0
9:40
r\ge (days )
7
28
26
45
Si ze
5.00
6.00
6-O0
6. 00
Strength (psi )
21 80
2 850
27 90
4970
Averege Strength
2820
gel lons waten added ons iter -
dfe:6E6iER;*iil',e:*-
Rernsnks: P'i ant water
((
FTc--eEoTEK ,,.,,,, .,!ryirffiting fer,tins Inswtiat CO.i.{CREf.F T,EST ,RESULTS
P.O. No.:
Job No.: ?04043 i 155 South Nava.ig Denver, Co'ionacio 80223 Report Detes: OI/O1lg1 (303) 698:-1050 O7/zz/s1
o8 /08/67
".:
PHYS Lc-*[,,,PRoP€Rr r ES
S'l umo: 4.0
Consrete Tefis- ^F: ?6
Time Eatched: i :55
Report To: Vai'l Ventures, Ltd.
G-E. Johnson Construction CO-
SLP Architects
Date Cast z O6/24/81
Test Number,: 1?593
Job Name: iE rr€ce lrJing,/P1aza i
Jbb, Address : Va i'l Co') orecio
Contr.cctor : G. E. iohnson
Supolier: a & B Exceveting Ticket No.: i816?Truqk No-: 3-10 Mix I.D.: 5929
,-. CTC Rep.: P- hrorcjiunri
Locat'ion cf Pour: Stein Si, core wa'i js erjevaLion 'i0S'C' to 120'9" (2rrd lift)
Air (%): 6.4 !^Jt./Cu. Ft. z 142.5
Ai r Temo, ^F: 7a
Time Tested: 3 iC5
7
28
28
45
O. UU
R nn
o. uu
O. t, tr
2000
5 | CtU
2724
J I t'U
9OMPRe-qgM SJRFT{GTH: Soecif ied 28 Dey StrensLh (osi) *Q0Q.g
Cv]incler ID 49e (deysi Sizr: Strength (psi) .Average $trength
01
vz
03
o4
Rer:rankE: Plent w€ter. plus 5 se]lons *ater. added onsita-
?950
CTC-GEOTEK, INC.
155 South liava.io
Denver, Coi onecio (303) 698-1050
Test Nunber';
- o b i.,le rne :
iob AdCnegs:
Cont rec:cr :
Suoo'i i e" :
T-uci iio.:
CTC Reo. :
:^-r---^-, -+ 3^ ^.
Dete Ce-.t : C6/25t'di
=er^ece l,Jinc/Fl aza i
Ie'i I Co'l oreo<r
G- E- - ohnson
E & ? Excevei i nc
i n'. . I'iou:rte i r
!do r"t h weI'i
i icket liis.:
r'1 1x ,t-u.: 314>
ovlzc
r \
q9N,"C:FET E..,.T EST R ESU LrS
P.O- No.:
iob No.: 704063
Report Detes : A7 /O2/87
07123/87
a6/49/87
Report To: Vai 'l Ventures, Ltci .
. Johnson Constnuct ion CO.
Anciritects
lHy-si cAL PRoR"E.Rii Es
; f u::c: L- =Congre:e Te:,:g- ^!: ?e.
i irne ietc,-'ea:
d. 1r' !a.r:=a
Ail" i€r5O- f-:
Tine Tested:
Dey Streng Lh ( os i )
if; .7'C-
Avelaoe 5t rerrq L h
COMPRESSM STRENGTH: Soecif.;ed 28
Si ze
O.UU
E. UU
D - tJU
O. L, \,
i ncier' I D
v:
U'
Ape (cjays )
z r.:
45
Streng'Lh (os,i)
27 2A
:'6Y-)
.lU lL,
-C-TC-GEOTEK Engineering irrr ing iiioace ia
Rerra n hs
lvtu-utrlrrEn, ttr\,
G-TC=ffi
{A -i55 South lricvejcr
i;l5i";,3:;;;;""
P.o. No.:Job Nn.: ?04043
Reoort Dctes: 07/A7/g7
07 /2A/sI
oB/.t4/8?
Repor.t To: Va i J
G. E.
SLP
Ventures, Ltd -
^Johnson Construct ion Arc rt ) tects
'i est Nurnber. :.job Uane:
Job A.dores:::Cclntrcstor:
Sur:o'i ier.:irucx \o-:
CTC Reo.:
Locat ion oi.
Cv'i rrrser, i?
02
-,J
Sluno: i- r5
Concr.erte Ie.-1L-. ^t_iine iatc:recl :
802?3
7i
i:2&
,{Ee (devo )
7
2€
€tr
c-u
!.'ir. ig'1;p. ^p.
Time Testeci:
St nenpt !r ( os i I
:i9;
3.t 30
3258
I'ji-z'Cr.r. Ft. : l{,i-1
: UC
Average St rengt h
co
Dete Cssr: 06/38/67
i?03?'i-errace lrl i ng,/p 1ez a Ve i'l Cr:r'ronotjo G- E. .j6irnsorr
? & F Fxcevatinu 3-?
* F, Noncl.i unci Pour: Founcietion ljer. j on
T
TickeL No-: igZZ6 i4ix i-0.: 5929
Line F I & W Lines ig4-S ToD portion-
il
il
il
cqMPREssIyE sfBqNcIJ[i s,ecif r'eci i6 Dey strenein 1o=i) ... igj.p
3.ir (1):
Size
6-00
6.00
6 - 0i
I
I
I
I
I
I
Re,:n€'.x9 :
t
3 i 90
PHYSICAL ,PSOPERTI ES
cfc:cEdiER, -ihi6:--
:(
GTG-@EOTEK (
Agiyorrrs lcsftlrp iasprtfat
ffi
r Job No-: ?04043
'1 55 South ltava.ig
Oenver, Coioracio 80223' Report Datesz A7/91 /61 (303) Ee8-losc iiilli:si
Reoort To: Vail Ventunes ' Ltci.
G.E. Johnson Construstl<ln CO.
SLF Architects
Dote Cest z O6/3O/81
iest hiurnberr': : ?C33
Job lriarle: lerr.sce i{inq,/P'laza 1
iob Aciirese : Ve{ i Coiorecic.r
Cont?'.rc L.rr: G- E- iohngon
Suopiier': F A a Excavating Ticket Nqr-: i622"
?nucir i,ie.: g-5 Mix I.O.: 5S29
CTC Reo. ' e- Nondiunti
Locat{on of loun: .SLsir Core $1 We]'1 s E'lev- 12C'-9 to i3?'-2'
\
PHYSICA! pROPERTI-ES
giu:-p: L Z5 Air (t) : 6.2 iit -,/Cu. Ft. : i4i ' 6
Corrcrete je:r:;;. 'i: 'i3 Air Ternp- -F: 7e
T ir*e Fetc::eci: 2:33 Tirce Testeci: 3: 15
C9$?RESSIVE-STRENGTii: Soecif ied 2G Dev Strength (osi) --3-pji9
Cvi indr:,' iti AFe (sevs) gize Strengt h (psi ) Avereps' Strenqth
ci ? 6.00 2140
02 28 6.00 3200
c3 28 6-00 3060 3i40
Re;ra n Kg :
-\
a
CTC-GEOTEK. INC.
Gr-c-eEoTEK
fuiweting lcrltiw furrwctist
155 Sor.rth lriavajo
Denver , Coi onecio (303) 698-r050
84223
99NCREIE r-E!fr, BE9VLTS
P.O. No.:
Job No.: 704043
Report Oates : 01 /10/81
a7 /31 /A7
o8/11/87
Report To: Vail
9Lp
Ventures, Ltd -
Johnson Construction CO-
Arc h i tects
Tegt Nurnben:
Job Neme:
Job Adciress:
Cont necttrr :
SuPel 1is7';
Trucn No.:
9ru F(eE.:
Loceiion of Four:
PHYSICAL PROPERTIES
- turno: .'- to
Concrete Temp- ^F: 66 Tim€ Batcheci :10:37
99MPRE9€IVE-STBENGTH : Soecr-.f ied ?B
OatE Cast: A7/03187
i7 041 ?ernece irr i nq,/P l aze I
Ve i'l Col orecir:G. E. iohnson
ts A B Consnete
9-iu
P - lti o ncJ.'l uncJ
Stair core S2,
Ticket No.: i6267 Mix i-0.: 5929
stdrter y*a'i'l e'l evat ion 9?'0'to i00'0"
Air (t): 5.6 l,lt " /Cu. Ft . :
Ai r Temn. ^F : 73
iime Tested: ii:13
Dey Strength (ps;) *9-9..1[-0.
Cy1 incien lD
01
02
u5
Age (days)
1
?8
zct
aro
Strength (psi)
276A
4J'+U
JU'+ U
Jz'9U
Averege St reng t h
2990
Sizc:
6.00
o - uu
RemsnkE:
CTC.GEOTEK, INC.
ffi
{Y.SS South Novo;o uenver., Co.lorado 80223
P.o. No.:Job No.: ?04043
Repont Dates z O7/16/g?
o8/06/A1
o8/23/87
Report To: Vail
G. E.
SLP
Ventures, Ltd-
^Johnson Constrqct ion Anch i tercts
(303) 698-tos.
c
Test Nuroben:Job Nema:
Job Address:
Gont nccton :Supp'l ien:Truck No-:
CTC Reo.:
ocation of
the
Date Gsst- O7/09/87
17134
.Tenrece hf inqr/p'l aza I Va i'l Col orerjo G. E. Johnson B & B Excavat ino 5-O
_ p. Nondlund
,i;"i;r::ain g.l r ro,_€ wet.ls
Ticket No-:Mix t.D.:
at e'l evet ion
1830s
5929
144' -o'
:
D COI'IPRESSIVE STREN9THI Specif ied ZB
I
h ,-
-il
il
Remanks: P'lsnt p.l us g gal'lons
to 1 15' 10,' et
Stnength (nsi;Avercge Strength
2050
3 550
3?10 3 630
rrater edded ons i te.
4.7 Air Temp. ^F: ?5 l,.lt"/cu' Ft' : 142-o
Time Tested: I :50
Day Strensth (psi) j-e-A-A
PHYSICAL PROPERTI.ES
Cyl inder ID
01
o2
03
Age (days)
7
28
28
Ain (g);
Size
5. 00
6.00
6. 00
I llr
-
I t
i
I S'lump:3_S
il 9il:";::"1:5:- ^F:
,l,.ss
did:AEdiEK;-ifrd:*-
C
il 55 South Nave.is
Denven, Co'lonedo (303) 6s6-1050
Test Numben:
iob Ner:re:
Job Acicin'ess:
Centracton:
Supol ier:
Truch No.:
r,ru xeo.:
80229
Date Cast z Ai./13rlj7
i ?608
Ternace f,lr'ng/Plaza i Vaii Co'ioracio G. E. iohnson
B & E Excavating
P . Nord'i unci
coNcRFT_F, rg.qr Rqs-uLrg
P.O. No.:
Job No.: ?04043
Repont Dates: 07/2A/A7
08/ 1A/81
08/27 /87
Repont To: Vai'l Ventunes, Ltd.G.E. Johnson Construction CO.SLp Anchitects
iicket No.:
r'r lx l.u.:
at 'l ines 0-t
'i 8340
5929
to i-G.3 to K,Lscation of Foun: Stair $] , cone we j ''i s 155'iC. Lo i6a'5,,,6.th.l .ifr.
FHYSICAT qRoPERTTES
S'jumo: 3.5
Concrete Temo. ^F: ?5
Tr'me 6erched: 2:SB
Air (?):
Air Temp. ^F: ii
Time Testeci: 3:50
l"tt - /cu. Ft. :
Sr'ze
6.00
6. 00
6.00
6-00
ciC-6E0f EK;-i[il--
COITPRESSIVE SJRENGTH: Soecif ied 28 Oey Strength (psi) --gg-g!
Cy] incier I D
ul
a2
u.t
o4
Renerks: Flent *aten pl us
Age (days)
1
2A
4et
65
Strength (psi )Average Strength
z4zu
5 t atu
3470
t}UEU
JJZS
'l 0 gai ''l ons water edded onsite.
e'i evat i c:r
C
155 South Navejo
Denver. Colonsdo (303) 698-1050
80223
coNcRETE TEST RESqlIg
P. O. No. :
Job No.: ?04043
Report Datesl. O7/25/81
08/ 15/81
a9/01/87
Report To: Va i'l
9.E.
SLP
Ventures, Ltci.
Johnson Construstlon CO.
Arc h i tects
Date Cast z O7 / 18,187
Test Number.: 177Oa
iob Name: Terrace f{ing,/pleza i Job AddneEs: Vai'l Co'loreclo Contrscton: G- E- iohnson
Supp'lien: B & B Excavating Truck No.:
CTC Reo,: P- Norci I unci Locetion rrf Pour: Stair S2, core we] 'ls
too nor,i. i on .
Ticket lio.: iS6. 13
Mix i. D. : 5929
'i st. '! if C eievat iorr i00'0" to iii'0"
?HYsrsAL PFoPFRJLE_g
S'lump: 3.0
Concrete Ternp - ^F z 66 Tine tsatcheci:'i 0:45
99I{PREssl-vE S-TREN9T!k Soecif ied 28
Cy1 inder IO Age (deys)
l{t . /Cu. Ft . :Air Temp. ^F: 63
Time Tested: ii.2A
Dey Strensth (psi) j-q9.9
Stnength (psi ) Avereger Strength
Ain (%): 6-6
Si ze
o. uu
o.lJlJ
o. uu
UI
o2
u.3
u.s
7
2E
1A
4l
2560
500u
OCJU
.tc'6U
JOU:)
Remorhs: o'lant g€'l 'l ons ||€ter added ons i te.wclter pius 12
CTC_GEOTEK. INC.
CTC-CEOTEL<
&Witwi4 leetiq lrsoatim
'l 55 South Nave.io
Oenver. Coloredo 80223 (303) 698-105C
qpNc"FErE..,regT, REsrlLrs
P. O. No. :
Job No-: ?04043
Report Dates: 07/25/87
oa/15/87
Report To: Vail Ventur€s, Ltd.
G. E, Johnson Construct lon CO.
SLP Arch'itacts
' Dste Cest: 07 l1A/87
Test Number i 1'??03
Job Name: Terrsce Wing,/Plaza I Job Adcinees: Vail Coionado Contrector: O- E. Johnson Supolien: B&E Excavoting Ticket lio.: 18410 Truck Ns.: Mix I.D.: 5g2g
CTC Rep.: P. Nord'luncl
Lcication of Pour: gteir $2 core wa'i'i s, 1st i ift a'levet ion i00't;o 111'bottor:: 'i if t.
PHYSICAL PROPERTIES
Slump: 3.25 Air (*): 9.0 Wt.,/Cu. Ft.: 'l 40.9 Concnete Temrr- -F: 66 Ain Temo. ^F: 56 Time Batcneci: 9:35 Time Testeci: 10: 15
.C-9$PRESSM ,STRENCTH,:. Soeci.f iecj 28 Oay Stnensth (psi) _3"9.9-q
Cy] inoer ID Age (days) Size gtnength (psi) .Avenage Strength
0i ? 6.00 2650 02 2a 6.00 3520 03 26 6 - 00 3640 3580
Remarks: TesL macie pen contracton, request due to high ain-
CTC-GEOTEK. INC.
(
'1 55 South Nava.io
Denven. Co'l oredo (303) 596-i050
Tesi, liurnber':
i oir Nerrc :
Job Acciresg :
Cont nec.or.:
Supof i e:-':
inuck I'l; . :
\.ru Beo.:
Locei' n c': oi icur:
80223
Tet r€ce lrtino/P';6au
Ve .; -i Col orooo
G- E. iohnson : & E Excevet ing
l:ri- t'iounte in
Ste.lr. 2 cone w.il'
C9NpRETE TEpr REsv-fTs
P-0. No.:
Job No-: 7OAA43
Reoort Dates:
l(eoort |O: V€t I
G. E.
SLP
a1/28/87
a8/18/81
09 /44167
Ventures, Ltcl -
Johnson Constnuction CO-Architects
Date Cest : Ai /21,/67
!
T'icket i!o-
:!ltx -.J-l
2nc' 'i i f t -
Pjr.Ys r cAL PROPERT,i'FJ
Slunc: 3-ii ti. {5.),
Corrc lete Teri- ^F: 1Z
T i r:re Eetc-.er:
CoMPRESQiJE SIRENSTH: Soec.if -:ecj 23
: -&!.ir Te'::rr:. ^F:
i ltne :e9-!eQ:
3a -v 3t:-'t:rst ir i;s':
Strengtn (i:s'i )
?'t 2A
JZ|,]\)
' aa,a !-
'rir - /Cu
.a
./ .--.t-.Y..9-!'
Ave-.r.e ge 5t reno t ir !,y ' l noe- .r j
UI
t;
UL
A.ge (geye.;\
i
za
1e
3'izr:
F Ca
A nn
o. tJ!
\. I t--uc\J r En, 1l\u .
Rerne r xs :
155 South Nevejo
Denver, Co'i orecio (303) 698-105C
Test liumber, :iob lleri:d:
Job Ariciresg:
Cont re; Lol. :
Supp'i i e^:Trucn i'ig-:
CTC Reo-:
Loce t i on of lou:. :
EO223
r o.; tr L,:errace itiing/Fi e;a
'i,e': I Cojoracio
3- E. i ohnson
E & E Excevet i ng
i n: - f"iounta i rr g'.eii-' ? core wa'i I
ggNCRETF rEST REsq_Lrs
P.O- No.:
iob No-: 704043
Report Dates: O7/30/87
08/20/81
Report To: Ve i'i
afLr
Ventures, Lbd -iohnson Construst ion CO.Architects
Dete Cest : A7 /23/8t
I
T i cket
rri tx _.u
5f'(: l-rT!
rio - :
PHYSICAL PROPERTiES
Concrete Ter.:.:" '?: :6
l rr:te tcLc*€3q:
tr. I t"\-b)'-
COF1PRESSIVE -SJRENGTH : Soec i f -ieci
4-t
Atr I t]!r,D. ai u
|'lme ieSte(f:
9ey S c re.g::-\ ( os -; )
Str.engii: (csi )
ld,v
c43U
J!icv
|1;.- . 7'iu FL -: t.l t.5
*?.!,-.-u--Y
Averagre 3i- nengt i
J4 | 3
J1
0-
6.
6-
1C'
UU
UU
Cyi i ncier i D
iil
ut n:
Age i ie:rs )
zE
{, IL,-()i\J rr_n, lt!{-.
Rena n ks :
CTG-G EOTE }<
€ngineering lest;ng insgectiwr
155 South Nevajo
Oenver, Co l onecio (303) 698-1050
Test Number-,:
iob Neme :
icio S,ciciregs:
Cclc'u"-o" '
Suoo'l i er:
iruck iio-:
e : L XeO - :
Lcce: "cn of it:-.r r-, :
get.e Cest : A1 /25/Ei
,c;D : L :er-ace i,j.i nq l,:'i eee i |e -i -' Co''i o-ecio
3- E- .ic:lnscrl
A & E Exs,:".vat inc
ini - Fiounte i n
Elevetcr cone wcl i
8022,3
coNgRETE TEST F€SULTS
P.O. lio.:
Job No.: ?04043
Report Dates z O1/gj/87
a8/22/81
Reoort To: Va i'i
\:-E_
SLP
Ventures, Ltd -Johnson Constnuction CO.Architects
iickei lio.
PrjLsicAL PROPejirI Es
5'l ..rn:: i-f A.-. ii).Concrete Terc - ^:: ::
T i.re Earcr"le:':
CO$PRESSIVE STRENGTH: Soeciiiecj Z8
Aln rearp. f-: v
T'i me Testec :
Day 5t !-'enqth ( ps' )
St.rength (psi)
JUUU
.:jItu
ii . 1t,': ,'
JUUi'
Lv€:rdge St reng t h
: i.n
6-00
!,vrrnce.,it
n,)
W';
Ace (ciays )
z!
z6
aiC:GEor EK;-iN a:---
Renerks:
r @\Engrneffrne iestl,?g lnsgect ion ggNcFETE T.EST RESULTS
P-O- No-:
Job No-: 704043 155 South lrievajo
Denver. Co] orecjo BOZZA Report Oates : Og/A1/61 (303) 6s8-i0s0 oB/zz/6i
(
Reoort To: Va r"l Ventures. Ltd -
G. E. Johnsorr Construction CO-
SLF Anch i tects
Cate Cast: Q7/25/6i
Test Nunber: i 4523 ,oo liEne: Terrace lling/gieza i iob Aocir.ess: Vei'i Co'i o-ocis
Csn t nasror : G- E- iohnson
Supoi ie:': E & a Excevetinc iici<e! fic-:Truck liu-: tiix i-i-: 5929 CiC Reo. : lri - fiounte il
Locat -io:: r.r i lou-: 3La i nwe'l i S? . 4 t ir 'i if t
PHYS r CAL f R0-P--E-BT rEl
Conc:.eie ie.-::. ^;. ?S
i i ne Ee t r::.eci :
t"?4 it-\ - : ?
Air' Terno, ^F: 3
T ine Testeci:
COM.P.SE9_SiVF_QIBENGTH: Soeciiieci 2i Dey Srrensth (esi) *i.*e.-p
cv'i 'i ncier io Age {deys) Size sLrength {os i ) l.rverage strength
0: 7 A-CC 2i9C 0? 2Z 6.00 304C i3 26 6 - 00 304 C 30d.0
\, r |!, - \r E. \/ lcn, r llv.
Reme r ks :
@
',graervrg [g'titq l'6'/'stid/,
P.O. No.:
. Job No.: ?0i1043 155 South Navajo
!?!tg", eo:lqnecio B0AA3 Repsnr Deres t 06/A3/g7 (303) 6sB-1050 o6tz4/a1
a1/11/87
Qp4.qFELF rEsI RFsqk,rs
Repont To: Vai'l Ventures, Ltd.
G. E. Johngon Construct ion CO.
SLP Anchitects
Dote Cast:. gS/27/81
Test Number'.: i ?Bd0-i Job Neme: Tennace hling,/p'laza i Job Adcir.ess; Ve i'l Co'lonasio Contr:ecton: G. E. Johnson
Supol ier I B & 6 Excevet ing T icket liio. :Tt uck No. : Mix i. D. : E CTC Reo.: Ini,- Mountein Lncetion o,i ioul.: Foot ing
PHYFTCA.I-. PROp.FRT r ES
S'iumn: 4-25 _ Air (%): 3.4 l{t.,/Cu. Ft.: 133.4 Concrete Ttsrnrr. ^F: OZ Ai r Terno - ^F: 0 Time Bstcheci : Time Testeci:
QOMPRESSfVE STRENGTH: Soecified 26 Oay Srrensth (psi) *?gg-g
Gylinder ID Ager (days) Size Strength (psi) Average Strength
, 01 ? 6.00 1860 0? 2A 6.00 4000 03 28 6. 00 3660 3830 04 45 6.00 4610
Remanks: Cy:i r'nders Made By Intermount€in Testino.
CTC-GEOTEK. INC.
'e
, .GTC-GEO-rEr( -
lJrgrnggrrng lestitp insfrctif,,cpl,lg REr q,JEsr,,REgrilrs
P.O. No.:
Job No.: ?04043 155 South Navajo
Denven, Co'lorado 8OA?3 Repont Oates Ag/O5/g1 (303) 696-1050 oa/26/s1
Reoort To: Vai "i Ventures, Ltd.
G. E. Johnson ConEtruction CC.
SLP trcir itects
Dtete Cast z A1 /29/87
TeEt liu:nber.: l SSis iob \lerne: Terrace lrl inor/pl eze I iob Jrcicir.ess : Ve i I Co'i oracjo Contrecior: G. E- Johnson
Supo'! ier.: 6 & 3 Exceva! i'ng Ticket l{o-:fruci< i'lo-: tix i.D-: ig30 CTC Rep-: Int - Itio.rnte in
Locet iorr of Doun: ltairwe] 1 $2 eest end, Sth j if t
eHYSTCAL FROq.E,F;IES
Sluno: 3-25 A-lr- (t): ,l-g itt./,.ar- F.r,.: i&B-a Concreie iens. ^F- 7A Air Te:,n. ^F: C Tirne Eateheci : Tima Testecj:
COI{PRESSM QfRENQTH:, Soec.if ied Z6 Day $trensth (psi) _?-q!g
Cyi incje^ IO Aqe (days) S.ize gtrength (lrsi ) Average Strength
a1 ? 6_C0 2830 c2 2A 6. 00 3960 D3 28 6.00 3930 3S45
Rener.ks:
v r g-\tEu l c,A, lN9.
CTC-GqQTEK
&ryfu;glrlq iesil'nc lrposcir;EST RESULTS
155 South Neva.icr Oenver. Co'lorado (303) 698-1050
?est Number.:
Job Narne:
Job Adciress:
Cont.nestor':
9upoi ien:
Truc11 No. :
CTC Reo.:
Locetion of Pour:
'i as,i
Date Cast z A7/31/81
80223
P.O. No.:
Job No.: . ?04043
Report Oetes z O8/A7/81
88128/67
a9 / 14 /A?
Report To: Vail
1r.tr.
SLP
Ventures, Ltd.
Johnson Construction CO.
Archi tects
17 924
Terrace hf i ng,/Pi aza I
Ve i'l Co.l oracio G- E. Johnson
S & B Excevating
c - Norci'l unci
SLa i n S2 core we'i 'i s ,r i€t)
: t atoz I
5930
to i 66-5- i,/2 ( 6t lr enci
Ticket No.Mix I. D- :
e'i evat i on
S'iumo: 3.00
Csncrete l'emo.
Time EetL:heci:
Air (%):^F: ?5
i:21
4.5 t{t-,/cu Air Temo. ^F: 76
Time Tested: 2:05
Ft.:
COMPRESSM gfRENCTHs, Soecif ied 28 Day Strength (psi) __3-q-Lq
Cy1 inden IB
01
o2
U5
04
Remanks:
Age (deys) Size
? 5-99 28 6.00 2g 6.00 45 0 .00
Strength ( psi )Average Stnengt h
ZJCtJ
407 g
.|ucu
CTC-GEOTEK, INC.
insaectirll o9JCRETE JEsr RE-suLrs
t-.\J. tto.:
Job No.: 704083
Report Detes:' 08/18/81
as /oa /87
Reoort To: Va -l'j
u-tr-
sLp
Ventu ntrs , Ltd -
Johnson Const nuc't i on CC-Architects
155 South Neve-io
DenvEr , Co] onecjo
( 303 ) 696-1 050
Test Number.:.iob Nane:
Job 6.dcirersg:
Con tr*ct.or" :
3u os'l i e:' :Truck irlo-:
U I L, KEU. :
Locat 'on of Pou:" :
Deie Cest : C6/i i /8i
too.-i.
Jerrece ii i n q,,'P'1 eze i
Va 'i 'i Ce-r o'-ecic
C.. e- J ohnson
E&6 Excever ing
P - trord'i und
€'l evergr cclre.
Tisket
te tx i..
?'rci'iifr ec
l\cl. : I c' / I O
u. i Jy9u
e'l eve: ion i i i
80223
-5 t(f zJ
PHYS r cA!- PROP,F"BI r Es
J'UqlO: :-.i:
Concnete i e::p - ^7: ?g
I rne i]€Lcnec:
COMPRESSIVE..-9T,R-FNGTH : Specif ierc 28
!.'i l iernc, " ^F: ?3
'i irne iesteci: iCCS
Day 5t rengt h ( c= i )
Cvl 'l ncie- i D
uc
03
Aee ( rieys )
z&
Strengtn ( os I
z3ru
JJ!+U
r L - / LU
Averreoe 3t rength
4_d :-r'
S i zt:
i nn
o - uc
se'i -i ons weier acicieu c':s i te -Remerkgs P-1 6rrt water p''us ':2
u r \.-(:trv r E.a, t!\L
CTC-GEOTET<
argrncErtag t86t it g InsgsFt id'
155 South Navs.io
Denven. Co] orecio 9OA2S (303) 698-1050
coNgliE:LF rFs,T-J3lisu Lrg
P.O. Ns.:
Job No-: 704043
Rapont Detes z AA/20/67
89 /'t O /87
Report To: Va i'l
l,:t.tr.
a5Lt,
Ventures, Ltd "Johnson Construction C0.
Arc h i tects
Test hiunbe.:
Job l,ie::e:
iob Aciinesg:
Contrc,;icr.:
Supo'i ier:.
Truci.. \o-:
\,ru Kela_:
Locet icn of P€ur:
0ate Cest z 08/13/8i
rDC.:.'Terrr€ce lrl i ng,/Pi aea I
Ve -i 1 Qg)'l ep6cit G- E. iohnson
6 & 6 Excavating
g-o
f . iiord'i una
Slevetor core r.ra i ''i s,
593C
i23'0" to 13a'7" (trcj 'l if t)
T'icket I'i o -
rr: tx t.u.:
e r evat 1 crn
qtiYsrcAL PBoPERTTES
S'l ur.r:: 3 . i
Consrei,e ?erno - ^9: 2'2
7 irie 3a:creci; 3:i?
Ain ii): 3.e
9secif{ed 28
{4t'./r.tj.FL.: ', 11.6
Air Tenp- ^F: 72
Time Testeo: 4:25
Eey Strensrir (psi) *3_L-QS
Cy'i incje-. J]
u4,
U.'
Renarks: 1 .5
Aqe ( ciays )
7
1C,
ati
Strength (psi)
4U IU
DS:'IJ
CZJU
Averege St rengt h Size
6.00
o.u
oei ay ons 'i te.
CTC-GEOTEK, iNC.
nour contraqtor
.
Bngtn*frng tc6,ti,r9 itwFBtio/ t
165 gouth Navajo
Denven, Co]orecjo (303) 698-1050
Test Nu:nber:
i o i.r itarntr :
iob AcicinesE:
Contrecisr:
Supp'l ier":?ruci< ltlc. :
vrL Ke(,-:
Dete Cest: A8/13/61
r oota Yerrn€c€ ti'li ne/P] eze I Veil Cslonedo G. E. Johnson
ts & I Excevting
P - Nordr'uncl
(
802?3
coNqRqrE-r,FSr RESg-Lrs
P.O- No-:
Job No.: ?04043
Report Detes z A8/2O/81
09 / 10 /81
Report To: Veil
u. E-
sLp
Ventures, Ltd.
Johnson Constnuction CO.Anchitects
T'icket I'io-: i6926
rrl-tX l-u.t iypCJ
s]ab on me:ei deck at i iness A to 6 enc Loeat"i or of >or:r. : Zncj j eve] f ioon
?6 tc 2"
,eliysrclL PROPgSi-r Eg
Sjuno: 3. 5
Consr.it,e Ternll . ^ F: 6e
T'i rne 6s Lc ireci : 8 : 0 1
Air (?)? 1.U
COHPRESSIVE 9.aRENqIH: Specr'f iecj 2G
Ain Ter:o- ^F: ?A jime Tes:,ei: 3:40
Oey Strenqch (psi) ;|9-9*q
dt-,/cu. Ft.: i42-7
Cyl inde^ t0
02
UJ
Ape (deys)
?a
zc
Strength (osi )
J.r 4 ii
47 AA
4650
Average St rengt h
.ro t c
Size
q ct
Renirks: Plent wate-ge'i i ons rleter accieci ons.i te .
CTC-CEOTEK, INC.
p'i us 12
155 South lrieva-io
Oenver, CoJonado (30s) 698-1050
?est Number.:job Neme:
.Job Acicinesg:
Ccnt:.aetor:
Suso'l i er:Truck Ntr-:
CTC Rep.:
_OCc.i: aO:. |}: DbUf :
Date Cast:. D8/14/87
i 86a?
Terrece hl"ing/P] €z€ I
Ve i'l Co'l oracio
G. E. iohnson
B & B Excavating
G. Gtbbon
Ticket No.: 18€a3
Fl ix I. D- : 45!26
80223
(\
coNq,BsTF- r,Esr REsuLIe
P.O. No.:
Job No.: ?04043
Report Oates: O8/21/81
03/11/87
Report To: Vai'l
G. E.
SLP
Ventures, Ltd.
Johnson Construction CO.
Arc h i tects
PrjY$,IcAL PROpFRr.r Es
it 'iifRo: :; - $
Concrete Temp. -F: 35 7'inre Eetcheri: 5:51
Air (3):a. I
Air Tenrp. ^F: ?C
T ime Testeci: 7 : 3i
nt - lcu Ft - : 14.5.5
Age (cieys )
7
2A
26
Size
6 - C0
5-C0
St rength ( ps i )
coou
.,.EDU
.r:r3u
Averege Strength
451?
C€|!i,RE,9SIVE SIBENCTH: Specif ied 2? Day Strensth (ps.i) .g-C-.9!
ey1 incier i O
|JI
92
UO
Rencirkg:
CTC-GEOTEK, : tliC .
r \
991*qREIF._rEsr REsuLrs
155 South Navajo
Denver, Cojoredo (303) 698-1050
Test Nunber:
Job Nane:
Job' Adriress:
Contrac:or :
Supp'i ie*:
Truck f,is. :
GTC Rep-:
LocEt'iorr of Pour.:
Cyi incier- ID
UI
02
UJ
Renrarks:
80229
18651
=errece lrl i ngrlP i aza
Va i -1 Co'i orecio
r:- tr. .JOnnEcln
6 & B Excavating
P. Nordlund
3nd leve'l g'l ab on
P. O. No. :
Job No.: ?04043
Report Dates z A8/2A/87
09 / 11/ A?
fteoort To: Va r"l
\:-E-
.3Lr
Ventunes, Ltd.
Johnson Construqtion CO.
Arch i t€cts
Bate Cestz A6/11/Ei
TickeL lio.: i8a65
Mix i-0-: VS27
clesk at 'l ines S. to Z
(A) Mix
eni 2? to 28
FHYSIqAL,?Ro-qFR.rr ES
Siunno: n-?5
eoncrete Ts.:rirr - 'F: 5?
Tirne Eetcheci : ?:50
A;r {4): 2-?v,Ji--,/Ctr- Ft. : itL2-1
c-oEl.FREssIvE;9TRE\cTli: Soec i f i ecj
A'ir Tenrp- 'F: 50
Time Testeci: €:50
Day Strenslh (ps'i ) -*gg0_q
Strength (psi)
5 l9U
40uu
.444U
ZB
Age (ciays )
7
ao
ao
Sj ze
5-9A
0.96
5.99
Average 3t nengt h
4414
CTC-GEOTEK. II'IC.
('
4c223
llEitrC :en-ece ri i no/F'l eze i. . r
Y e:-; \-c. I Or.dC; CJ G. i- ;oirnson
E & E ixceva.i- i r..: cr
: U-JU i - iio- ci i ur-rc 4tf ieve-'i s-'l eb oir
c.gNqRETE rEsr Req.qLIg
F , \r. ttcJ. :
Job No-: ?0.i043
Reoort Dates : OBi26/gi
0s/16/8i
tv/ujltrl
Rer oo r. t To: Va i'l
gaLF
Ven Lu r.tgs , Ltci -i ohnson Cons t ruc L, .i on CO .Arclritercts
Ce'1. e Ces'L: A6/':J,i.ai
T icr^ter- hc- : 1Cg': i
i{i.x l,!-: t.A)
c€3c'\ di. 'i iries: / i:: cl Z ":r-ru 23 La 25
i *i:ec: t rr-.i 29
aa
P.t^ l{JtlIJ - r-
i i rr,e ies.;-t-.g :
0ev S i- i'rJ.lo t i.:
,v:-./L,u_ .-L. - '41.:
.:U .e
i.veraoe .3 i r.*nc L i_'
Aos.( devs )3 r .,en !-. i, i: ( o:, .,
.tl lu
titiO'J
!+O_.J
cre:c;ci e[:-iNa:---
((\
gory"cREJE IE-ST RESULTS Engineering iesting insoect iar,
155 South liavo.itr
Denven , *;o'i oracjo (s03) 698-1050
Test ltiunbe-:
-i:b Name:
iob Adcir"ess:
SonE.reci,oi:
3uoo,-'.ier:-ruc i.; "ic - ;
t. ! {, r.(€tD. :
Locet i o:r oi )o.'.,::- :
Dete Cesi:: $3ii9/6i
' L'O lr -errece liinoT Pi aza i Yel (,c) tor'.a5oo 3 €- i ohnson
6 & 6 Excsvat'i nc
? - tr srd'! urc
3: evetor core. 5 i: ir I
T'isxer.t No-: 1a939
''lx l-u.: 3:J-i
ift et eievet.igr 'l 46'3" to i5?'i6,,
pu110
r-u. No.:
Job No.: ?04043
Report Da tes :
Repor! io: Va i'l
-LF'
uv/ zo/ d t
vv/ | ol d I
tQ/u5/6t
Ventur.es, Lt ci -
Juhnson Constr,uct ion CO-Archittrcts
PH\:F r cA ii. -P-Bgf EFr i Eq
-r !u-o2 t J
io:rcreie Ierro. 'F:
- lre ietci,sc:
i,-i.' ,'i.',. a r
..i..i r" I C:ln fi - I
Tinet Tersted:
d i- - /c;r
a4 Z:1U
6o* ( cevs )
;
Jf
> t z€a
O. UU
5 - 3E
5 - 93
!.ver:'eoe, $ i- r.errc l- i:
ecicied or:s, I Le
cTc-6EOiEK, I:tC.
LO!:!PREq,9_i-yE SiRENGTIi: Soec.iied 23 Oay SL.r.t-f.,sii.r (r:s i ) 3CC0
LY l l ncle"' i r,
!,/ .f
5L r,trrct i' ( ps,'i )
,ar+UU
449A /
i,e:ra. irg : F '. enL liraLGJ'. o'i ug 5 o: -! 'i ons wetg:,-.
155 South NCvaJtr
Dsnvsn, Co lor.gdo (303) 6E8-r050
/
GONCRETE TEST( JSULTE
P.O. No.:
Job No.: ?04043
Repor.t Datee: A8/28/87
09 / 18187
10/a5/87
Report Tol Vai'l
G. E.
sLp
80223
Age (days)
7
28
2S
t
Ventures, Ltd.
Johnson Construction CO.
ArahiteetE
Test Numben:
Job Name:
Job Address:
Contractor:
Supp'l ier:Truck No.:
CTC Rep. r
Locatlon of r.)
PHYSICAL PROPERTIES
9'lump:3.25
Consrete Temp- ^F: 68
Time Betchecl:10:09
Date Csgt: 08/21/87
1 8710
Terrace Wing,/Plaze I Val'l Colorqdo
G. E. Johnson g & 6 Excavating
3-8
lir r (*) :5.7
Ticket No.: 18980
Mix I. D. : 5930 P. Nord'lund Pour: Elevstor oore e'levetlon 157'10" to 169'S, (6th and 'last 't if
OOMPRESSIYE.,FIRENOTH; speclf led 28
Size
5-99
9. Y6
5.99
Air Temp. ^F: 65
Tima Testad: 10:45
Day StrenSth (psi) --3O0"0
Strength (psi)
302 0
4470
4540
hlt.,/Cu. Ft . : 133. 'l
Average Stnength
45 05
Cyl lnder ID
01
o2
03
added ons I te.Remsrks r Pl an water p'lus 9 ga'llons water
CTC-GEOTEK. INC.
80223
(\
9-9N9RET-F TEST RESULTS
P.O. iio.:
iob lio-: 704043
Reoort Dates z A9/16/87
1AiAl /Ai ia/24/87
ReoorL To: Ve i'l
G.E-
SLP
Ven i:ures, Lt c; -
Johnson Ctrnsr:'uct ion C0-
Arc l|i t €:cts
0are Cegi: 09,;09,r6 j
to ,:i .-er ''aCe "i i::c,/5l,=ze :
've i: Cc'i o!..eoci
.; - i, . .,(: -!a!:iof l
E 6, 3 ixcevat ir':i'
r. o-
itac r
'r vti:
s-: ei: i ilss {ioc;
I i c:;.,e. L irc. :
r*
errc: i'i- ?
:OGJC:l ec zr
?- rnit -.r'i-tii. Fi.-: :.eL.z
F :' €:Ti). i-: J3 - irrre iesieo: 9:3i
ley 3;r',e-.:rc;h (osi'; 3CCi'
rJ.cr t {ceys.} 3 lza
ri -;i-
S.r ns-rrt r lr,c:i Ave.r'eg:e.3t:e;:pil
e633
'l ,r'li., !:o w Lr; toeo 11 9 iunro i s ok oer c i:.,rc "r, w i i: i:
l, I \.-'Jrf UlEn, il\v.
C C
155 South hiavajo
Denven; Co'l oracio
(303 ) 6SS-1050
jtrst liunroer..:
iot; irle r,t-. :
J ob Acici nes:s :
Ccntrecicr:
3u oo] ier:Truck irio - :
!, l\. KeE-:
-ocdt -i o:-' of :Lru:. :
Oate Cest.: 09/iC/Ai
i ai 3':errece iiiinq,/f i eze i
Ve ''i Ccl'rcJr.4;ccr
3- :- ,ohrsorr
A & F ixcava't .j .-rr,
l'.- \-, IM-
1st i.:oor oe:ci. s. I cri-r,
-i'icneL lic.r. : i92i,i Itix I-C-: B
dt e-'i5 e.,c G - C.
30223
CONCRETE TEST RESULTS
P,O. No-:Job Nn.: 7Q4OA3
Report D€t€rs:
Report To: Ve i'i
8_E.
;trLP
09/ 17 /87
10 io6 / E7
tv/ ac/ 6 |
Verrt u rers , Ltci -i o irnson Constr,uc.t ion CO.Arcir i Lects
PH,YSr.S.*l_ PROPERT r ES
Conc r'ete 7er:rru. ^i ,
r r me trdigago :) : z,J
!. 1 r' r €.ftrlir -
T i *r: Tes i:eci:
5- . 'i, a -
: q:,
,COMPRESSJ-VF S-T-BENGT.I1: Soecii;e,j 2i i;ey Strerrcuir (osi) 3C0C
\-Y I l nOEr r U riee {ceys;
1
3 l:er
5. ii
St.engt;h ( os, i)
J ! 3L'
.A\',rrf.r?e 3c r,en g 'u i.r
crc-G Eor - K:-iNa:*--
Rererig:
lr
DAILY REPORTI
LOGATION:
E-JEOTEK
OT{SITEi I}ISPETICII
restin pita'a &rildt€l
i
JOB NO. ?05039
Servlce llra.Code Reg. O.T.
8.00
visual tnsS€ction of bar joist lnJ.ds was corducted at tlre secord
ff.oor franiry of t$e l€stin plaza erildingr ptrase I, betlreen grid lLnes
2L Eo 28/D fD z- Alt reqdred fiuet r,uerds rvere fqnd to be irstarkd
ana vis:affy acceptable.
I4et rf,ith chrct< Eerrett, G.E. .forrnson ad. r,pR ereoLion forsnar,
Joel, to discrrss flrtr:re scheduliry. nequisition for r,pRrs cqrrent
relder cerdeicatlons was rnade.
r.PR ras infoEmeat ttrat wtrere lerjuene bolts couLd rpt be tsrsioned
lrith t.tte letjr:ene gr:rrr. tlre trtrrrrrof-tbenrt' netlod was to be used i.n
acordance to AISC.
Structural , Mechanlcal and Materlals Tesctng
INSpECTOR D. plctqryer
PAGE OF
DATEr 7/29/87
Serv.lces Contracted E:tra
x
$,
JOB NO.705039
PACE
DATE:
Servlces Contracted Extra
x
DAILY REPORT: CI{sxrE rNspmrro{
LOC.ATION: Westin ptaue
INSPECTOR_, D,_Di.qlre\rer
o-_
8/4/e7
Servlce
Code
Hrs.Bet. O.T.
8.00
Vi.sual inspectlon of tbe bar joist roelds was corxiucted at third level
frmiry of tlre !{estin plaza elildirg, phase r, bebreen grids 2r te 2g/D te z.
AIt requireil filtet relds ureu:e fount to be installed ard visnlly acceptable.
Bolt torque inspection of the 3rl4r diroeter A325 boLts rras erducted
at t}te secord lsreJ. franirg oJ tlre lrestin plaza BrildjJq. Tbose bolts
accessibre to tle letjnene gr:n, bavilg tips shearecl off, rere fourd to be
acceptable. Bolts locateil in the nebs of peianrtd -axll hteri6r colunns,
t*rich were had tigbtend, bv the ntr:rzr-of-tle-nut-methodr, wene fourd to
be lose.
}lhile onsitel lDe$er7EE, LPR persorureL r+mrked. eaid connections usirg
a 'sptd,o trrench, ard trcheater baru.. Reilspection revealed, ttrese conreclions
to rur xoeet tension requiraents.
LPR foroan;IoeI ard G.E. ,folnrson superiatendent, Chuck, uere verbal-ly
fufonned of tie aborre.
Structural , Mechanlcal and Macerlale TesBtngs
T
DAILY REPORT:
LOCATION:
-r. 'ONSIIE.
restfur elaza erildJng'lplrase f
JOB NO. 705039
PAGE OF
DATE: s/Lz/97
Servtcee Contracted Extra
x INSPECT(}B D. Dictrirre1'er
Servlce llrs.Code Reg. O.T.
8.00
Vistral lnseectlon of the flmr deck prddfe r,relds was condr:cted at Le\El- 3.
elt reqrriredl 5/8" g puddle lrelds anx weLd waslrers wse forrd. b be fustarled
ard vLsually accegtalfe.
viEual inseection of bar joist welds was conducted at leveI 4. AJ.L required
firlet telds weo:e forrd to be installeil ant visrarly acceptable.
Bolt torque futseection uas corducted on tlre 3/4r'd.ianeter A325 Lejeune BoLts,
at bottr Isre1s 3 ard 4. Slose bolts rpted as stilt beirg lose were narked as
st:ch errl tnetr Lcaticrs g:iven verbally to L,pR fectlon penorurel.
Visua1 lJlspectlon of the ler;el 2 stn:ctural fr:mir:g ryas oordrrcted tlds date.
AIL stnrtr:ral ueubers ard oonnections were fo:rd to be aeeptable.
Tbe abovE inforyatisr ms ginen verbafty to LPR Erection forglan ard G.E.
Jcbnson sanrinterdent.
Structural , Mechanlcal and Materlats Testtngs
DATLY REPORT: UIE mguE lqINsP. JOB RO.
INSPECTOR D. Diciloqler
705039
Servtce llrg.Code Reg. O.T.
2.00
PACE OF
DATE: 842/87
Servlcee Contrected rDxtra
x
Bort tque r,einqnction ms ordrrcted on the 3,/4" dtiareter .a325
brta' paricusry rnarlced as loose, at botb levels 3 ard 4. Ttrese bolts
' :'4re'Irtt teilsi€Elecl to the Froper requiranents ard rrrere narked as accepgable.
:ltrts fuifo:mtj.q]ras given verbatly to r,pR erection farenan, rfoer.
Structural , Mechantcal and Materlale Testlng
(
DAILY REPORT:OISIE
LOCATIOI|: ...wst&rPlaza nrffdurg'lPhase r
PACE _
JOB DrO. 705039 DATE:
OF
8fL4/87
INSFECrOR i. D, -oictoqpr
Servlce HrB.Code Reg. O,f .
6.00
Servlcee Contracted Extra
x
Vi"EuaI ilspecH.on of tJre floor deck ard attachirg prddle uelds uas
ostfrptedl at fratrg larel 4. AJ.J. required 5/8n d*rmeter pudille welds
atd neld rashers eere fqrnl b be irctaled arxt v5.sr:a11y acceptable.
Bolt'@rgue inryection of the 3/4" 4iaueter A325 bolts was corrir:sted
on the wt slc5n of tlre roof frandrg. ALI boLts inspected were fcurd
to neet the aceptable teqgion requjrsnents.
Eris i.nfonmallqr rtas given vedcally to I-,pR Erection foraan, Joel
Struciural, Mechanlcal and Macerlale Testlngs
- Eeorel
r55 SOUIH MVAJO
DENVER, COLORADO 80223
(3031 698-1050
CTC PROJECT NUMBEF
( zo-:'- -o- 3 g )
PUNCH IIST IIEM
-
TO
FIELD OBSERVATION REPOFT
PROJECTNAME
TEOHNICIAN ST HR
8.00
OTHR OONTSVC
x
XTRSVC CODE*
TYPEOFINSPE9.T]9I: J!-UIL _ MAGNETICPARTICLE-, uLTRAsoNtcWELDMENT-
ULTRASONIC-.,-. SHEAFCONNECTOR{ACCOUSTTCAL}-BOLTTENSTON FIFEPFOOFING
WEBE |IEMS BELOWTTIE MINIMUM PROJECTSP€CIFICATIONS NOTED? YES_.- NO
ITEM NUMBER DESCRIPTION/LOCATION
Bolt torque inspectnon was ordrrcted on tbe 3/4' dianeten A325
bolts on the east slope of tjte roof level franing. [hose bolts
fcnuq !o be lmse, wse narked as such.
fnspectfon of the roof deck ard attactdrg prddte welds rms cort-
ducted on what r,ras ocnpleted on the rvest slope of tie rof fraruilg.
severaL slreets, prdclre rrelds arrl sean crinpirg are rpt yet ilstalled
Cornernirq tlre flarne slotted base plates on the rorth perirneten,
addresseil in Rictrard Weirgardtrs cbsenration retrnrt ,Jatd, 9/4197,
t}ris has rot yet been repai:red.
Fintsh work-of ttte x-brace fieLd fiLret rvelds was beirg qleted
tbis date. ebove jnforrnation was given verbal-ly to Joel, LpR
forgan.
ACTION TAKEN REGARDTNG ABOVE IIEMS.
:E eor el
165 SOUTT{ trAvAro
DENVER, COLORADO 8O2E
1303) G98.r0s0
CTC PROJECT NUMBER
( z-os - o-.1- g- )
PUNOH LIST IIEM
-
TO
FTELD OBOERVATIOII REPORT
TECHNICIAN ST HR
8.00
OT HR coNT svc
x
xTRSVC CODE*
TYPE OF INSPECNON . VTSUAI
-.
MAGNETIC PAFNCLE .------.-'..-.- ULTFASONIC WELDMENT
-
ULTRASONIC- SHEARCONNECTOR (ACCOUSTICAL).-----.--------' BOLTTENSION FIREPFOOFTNG
WERE ITEMS BETOW THE MINIMUM PROJECT SPECIFICATIONS NOTEO? YES =- NO
ITEM NUMBER DESCRIPTION/LOCATION
visual ircpection of the structrrral franr:ing ard connections lras
erdrrctcd on the Westin plaza Bri1itjJg, phase I, lerrels 3, 4 ard
rof. those iterc fcx,:rd to derriate frcrn tlrc supplied set of
stnrcfr:ral drarirgs or just for:rrt to be inccrrprete, rdere incorlnrat-
eil onto ttte attached list of outstardirg a;ccreF€tpies, please referl
Gopis of field rptes were left onsite ttris date with G.E. Jolrnson
ard LPR personnel.
ACT]ON TAKEN REGARDING ABOVE ITEMS.
CC
COLORADO TEST CENTER INC.
r6sgoun{MVA|O
DEWEh. OOLORADO 0t223 (so 6s8-1050
. LIST-.OF OUTSTAI{DING DISCREPANCIES
Location: (r)e.r-:^r ?, -" E oq.'P+gsr= Jobf : zcs.o<? D ate: . Alzt /et
Inspector: \L.b.r-*lrr_ page: I of
orted ften
*
STRUCTRAL MECHANICAL AI.ID MATERIAI,S TESTO{G
'... tt
rssSOUI}| NAVruO
DENVER, COLORADO 80223
(303) 698-rOso
CTC PROJECT NUMBER
l70s'-o 3 9 I
FIELD OBSERVA?IOT{ REFOBT
PROJECT NAME
TECHNICIAN ST HR
9.00
PUNCH LIST ]TEM
--
TO
DATE a/n\/87
C
Jos /,
Ftr-e -
4J41fi
OT HF coNT svc
x
xrR svc coDE *
wPE oF lNsPEcTloN. vlsuAL x , MAGNETIC PARTICLE-, uLTRAsoNtc wELDMENT-
ULTBASONIC_-..-......-,SHEARCONNECTOR (ACCOUSTICAL).--.-----.---BOLTTENSION F]REPROOFING
WERE ITEMS BEI.OW THE MINIMUM PROJECT SPECIFICATIONS NOTED? YES
-
NO
ITEM NUMBEH DESCRIPTIONILOCATION
Vi-sual inspection of tlre rcf deck arxl attachirg prddJ-e welds was
oonduct€dl on ttre oast slope of tlre Plaza hrildirg, Phase I.
Etcept for the fact tbat searo crinpirg had rpt yet been ccrpJ-eted,
t}is rof deck arxl welds were fcurd to be visually acceptabl-e.
tdcrk is sttll continuirg on tlre *sL dormer at L4 tluis date.
ViJuaL inqlection of tJle o1rmn base plates, erected to date, rrcas
corducteal at the l{otel Terrace lvirg Add:i-tion, Bloken anchor boLt
ard slotted base plate cbrditions are Listed on the attached
disceStanqr list, S5 tbru *7, please refen.
The above information was discussed with LPR Erection feenan,
Joel.
ACTION TAKEN REGARDING ABOI'E ITEMS.
(r \(
COLORADO TEST CENTER INC.
I55 SOUTH NAVAJO
DElwER, COLORAOO 80223
(303) 698-1050
LIST OF OUTSTA},IDING DISCREPANCIES
Location,: {r.\r*,t,,r ? zn 6,-pc.. }-.,qs*r .Iob# : r.-so3? Date z afzri/gt
Inspector: \, .i\.,,rr*..1ec* page : I of
STRUCTURAL MECHANICAL AIiID MATEFIA|J TE TING
I tem
*
(
CENTER COLORADO TEST
TSsSOUTH NAVATO
DENVEF, COLORAOO s0223
(s3) 698-10s0
Location:
eported | #
[Jobf : zcSojiq Date:
fnspector: hr-S,.^rt"< page: Z
LIST OF OUTSTANDING DISCREPANCIES
STFUCTUML MECHATJTCAL Ar\rO MATERIALS TESnNG
of
r55 SOUTH NAVAJO
DENVER. COLORAOO SO223
(303) 698-10s0
CTC PROJECT NUMBER
( t o s -o 3 e t ___,
FIELD OBSERVATION
(
REPORT
I,le s t ln Ho t eI
PUNCH LIST lTEt\i .- TO
oerc slzllat
Terrace Addltton PROJECT NAME
TECHNICIAN ST HR
6.0
OT HR coNT svc XTR SVC CODE *
TYPE OF INSPECTION . VISUAL MAGNETIC PARTICLE ULTFASONIC WELDMEN'T -='-.ULTBASONIC SHEAR CONNECTOR (ACCOUSTTCAL) BOLT TENSION FIRE PBOOFING
WERE ITEMS BELOW THE MINTMUM PFOJECT SPECIFICATIONS NOTED? YES
--
NO
ITEM NUMBER onsite Inspectlon DESC RIPTIO N/LOCATION
Inspectloa of the bar joist welds was conducted at the first
floor franlng, for the Westin Hotel Terrace Addition. Those
welds reJ ected . betr.reen grids G.3 to L.9/I to 8.9, were marked as
such. AIJ- repairs uere oade, this p.n., however, and are now
all considered acceptable.
Inspection of the pLate washered base plates was conducted
at 22 and 23/Y, on the plaza Building phase L These were found
to be repalred per Richard Welngardts observation report, dated
August 4, 1987.
Inspectlon of fhe East sLope roof decking revealed t.hose
interior seans yet accessible to have been properly "ButEon.-
Punched" and acceptable.
tPR Erectlon Forenan and job superintendant were informed of
Ehe above information.
ACTION TAKEN REGARDING ABOVE ITEMS,
? - ?,
----L I L-IJEOTE
I55 SOUTH NAVAJO
DENVER, COLORADO 80223
{303) 698-r030
CTC PROJECT NUMBER
(zq-.r-o-.:s-)
PUNCH LIST ITEM -- TO
FIELD OBSEFVATION REPORT DATE 8/27 /87
pFOJECr114y5 Westln Hgte] PLaza Bulldtog phase I
.Daany Dlckmever
TECHNICIAN ST HF
2.0
OT HR CONT SVC xrR svc
){
CODE *
TYPE oF lNSPEcrtoN - vlsuAL x , MAGNETTG pARTTCLE uLTRAsoNtc wELDMENT-,
ULTRASONIC _.-, SHEAB CONNECTOR (ACCOUSTICAL)
-_,
BOLT TENSION FIREPBOOFING
WERE ITEMS BELOW THE MINIMUM PROJECT SPECIFICATTONS NOTED? YES
--
NO
ITEM NUMBEB DESCRIPTION/LOCATION
Visual relnspectlon of the outstanding dlscrepencies was
conducted aE the Plaza Bul1ding. phase I, items /11 through
It4. Itens /11, 2, and 4 were found to be repaired as detaiLed
visually acceptable.
Concernlag lten i/3, the missing bolts aE L4, Z/ZS and y/25,
both beans to West have nora been weLded to the correction knife
plate top and bottom to bearn web. Although Uelds noted were found
to be visually acceptable, review and approval of this conditlon
wlll be required by the englneer on record.
r m g
rn o -{
o o fi'l I -{
ACTION TAKEN REGARDING ABOVE ITEMS.
T55 SOUTH NAVAJTO
(
tJo6'/,6ca {
^ r(,q'" #DENVER. COLORADO 8O223
(303) 698.roso
CTC PROJECT NUMBER
(:-us--o-re_)
D. Garqr
TECHNICIAN ST HR
22. 00
PUNCH LIST ITEM
-
TO
FIELD OBSERVATION REPORT DATE 8/20,24,25,26,28/t
Westin I{otel Addition PROJECT NAME
OT HR CONT SVC
x
xTF SVC CODE #
wPE oF lNsPEcrloN ' vtsuAl
-
MAGNET|C PARTIcLE uLTRAsoNrc wELDMENT
-=-.ULTRASONIO SHEAF coNNEcroR (AccousrcAL)
-_.
BoLT TENsroN=-= FrREpRooFrNG
WERE lrEMs BELow rHE MINIMUM PRoJEcr spEctFtcATroNS NorED? yEs .---'- NO
ITEM NUMBER DESCRIPTTON/LOCATION
A copy of the subnittar- fon spray fireproofirg frcrn crossroads
Enteryrises was obtai.raed frcm l4r. Ernie Szle of Syracuse, Iawler
ard Partxers. phone discussions with ltr. $,le were held tp
deterrnine the e)ftent of spray fireproofing apprication. Di-agrarns
for use in recordirrg work progress ard locations of any defici
\'rtere pretrEred for the plaza phase r and Terrace wirg Additions.
Thickness guides hrere prepared to sho^r varialions in thicknesses
ard areas r,'rtrere application varies.
x
o o m
-t
f)
m (-
m o {
ACTION TAKEN REGARDTNG ABOVE ITEMS.
155 SOUTH NAVAJO
DENVER. COLORADO 80223
(303f 698-1o5O
CTC PROJECT NUMBER
t't aJ5 - L3_q_ )
D. Gancr,tr
FIELD OBSEBVATIOil
PROJECT NAME
PUNCH LIST ITEM .- TO
Page OrNe
CONTSVC XTR SVC CODE *
XI
IECHNICIAN ST HR
u. fu
OT HR
TYPE OF INSPECTION . VISUAL MAGNETIC PARTICLE _-, ULTRASONIC WELDMENT -_-,
ULTRASONIC --.-- SHEAF CONNECTOR (ACCOUSTICAL) BOLT TENSION FIREPROOFING
WERE ITEMS BELOW THE MINIMUM PROJECT SPECIFICATIONS NOTED? YES '-- NO
ITEM NUMEEB OESCRIPTIONILOCATION
-1-
Initial inspection of fireproofirg c.cnrerage at the phase i plaza
was perforrned. A record of deficiency locations was made on
1evel diagrans of this structure. A walk-tb,ru of tlre structure
was done with tie firepnoofing forsnan. A verbal report of
corditions r,vas given to Chuck Hs,vlett of G.E. Johrrson. Results
are swnnarized in tJ.e follo.rirrg:
About onethird of the roof level r,^ras sufficiently spraysl to be
inspected. Another irrspection for thj-s are anl Ceficiencies
on lorrer levels is plarured for the near future.
Qpical thicknesses meet or e><ceed requi.ranents for the various
tlpes of m€nbers.
At deficiencies focated on cohunns, raany are due tc proxirnie of
wall studs which makes sprayjlg difficult. In ttris cases, rD
@curarce of bare steel r,,as observoC, but presently additional
ACTION TAKEN REGARDING ABOVE ITEMS.
(
PUNCH LIST ITEM -- TO
FIELD OBSERVATION REPORT D^rE 9/I/87
PROJECTNAME hbqtin r{^te] Addi tioh
Page Tb,p
TECHNICIAN ST HR OT HR CONT SVC XTR.SVC CODE *
r55 SOUTH TIAVAJO
OENVEF, COLORADO 80223
(303) 698-rO50
CTC PROJECT NUMSER
t ( 40-s - s- 3- e_,
wPE OF TNSPECTION - VISUAL ....=* MAGNETIC PARTTCLE ULTRASONTC WELDMENI -=-_.
ULTRASONIC .-___ SHEAR CONNECTOR (ACCOUSTTCAL} BOLT TENSTON FIREPROOF'NG
WERE TTEMS EELOW THE MINIMUM PROJECT SPECTFICATIONS NOTEO? YES
---
NO
ITEI' NUMBER DESCBIPTION/LOCATION
-3-(oon't)tJ-ickness is needed on such surfaces. Additional sprayirg is
pla-rned. If there a.re cases where sprayirg proves ineffecLive,
recqimerd tlrat n:ineral fiber safi-ng be used to achieve full
' tluicikness.
Four sanples for density measure-nent were taken frqn the struccrre.
x
B*c)C mm -oc,
{-l
ACTION TAKEN REGARDING ABOVE ITEMS.
r55 SOUIH NAVAJO
DENVER. COLORAOO 80223
(303) 698.rOso
CTC PROJECT NUMBER
( z-o-r - o- e- g- )
D. Garg^t
PUNCH LIST ITEM -_- TO
FIELO OBSERVATION REPORT DATE
pFOJECT NAME _ I{estjr Ilotel Addition
TECHNICIAN ST HR OT HR coNT svc xTR Svc CODE *
x1
TYPE OF INSPECTTON . VISUAL MAGNETIC PARTICLE ULTRASONTG WELOMENT
ULTRASONIC SHEAF CONNECTOR (ACCOUSTICAL} BOLT TENSION FIREPROOFING
WERE ITEMS BELOW THE MINIMUM PROJECT SPECIFICATIONS I{OTED? YES ='.-. NO
ITEA4 NUMBEB DESCRIPTION/LOCATION
Tte densities of cafoo DclF fireproofi:rq sau6:les taken frcrn the
Phase r Plaza structuxe at the I'Iestin Hotel bave been d.eternr-ined
at catr-Geotek- These densities e:<ceed. Irt rquirernents for ttr-is
naterial, which are Ll pcf mini:nrrn average per area anC IJ. pcf
ndnilnum densiQr lxr sanple. Results are:
?laza,, Phase I
x
>n ofi ()c-mm !o i{
SarE;le l:
Sample 2:
Sanq:Ie 3:
Sanple 4:
A\IERA@:
18.3 pcf
16.4 pcf
16.L pcf
17.3 pcf
17.0 pcf
ACTION TAKEN REGARDING ABOVE ITEMS.
I55 SOUTH NAVAJQ
(
DENVER. COLORADO 80223
(3O3' 698.1Oso
CTC PROJECT NUMBER
t'
t7_o 5 -o_3__9_ I
D. Garpvr
PUNCH IIST ITEM _.-.__ TO
FIELD OBSERVATIOil REPORT spg16 9/8/37
PROJECTNAME WestinEctel-Addition
OT HR coNT svc
x
Page One
xTR SVC cooE #TECHNICIAN ST HR
6.00
2.00
wPEoFlNsPEcrloN' vlsuAl' MAGNETTcpARTTcLE_-_, uLTRAsoNrcwELoM€NT.---.
ULTRASONIC SHEAR CONNECTOR (ACCOUSTICAL) EOLT TENSION FIFEPROOFING X
WERE ITEMS BELOW THE MINIMUM PROJECT SPECIFICATIONS NOTED? YES --.-- NO
ITEM NUMSER DESCRIPTION/LOCATION
-t-At Plaza Phase r: cafco DC/F fireprcofing thieknesses were in-spected
oven the @stern harf of the roof rg,rel ard were reinspected over
rest of tlre structure where deficiencies bad been found on g/L/97.
Firepnoofing ttr,icknesses are nvio sufficient tlrrouqhout this s
As reSnrted on 9/2/87, the densities of fireproofirg sanrples taken
frcrn this structure e>cceed UI requirerients.
Today tJrere are rp drop-offs of fireproofirg sprayel to the urders
of rmf decking. Ttris area stculd be visued agai.n after roofing
installaLion is ccnpreted to ensr:re that fireproofirg has rsnained
in place durirg ttre construction aclivity.
;2-At rerrace wing: lnspection of thicknesses was done for application
to col.tunns sr4>porting lerrel one
8.9 ard t.9 to G.3. Tvo sanpfes
in the area bourded by tines 1 to
for density measursnent were taken.
x
c)o
m !-t
ACTION TAKEN FEGARDING ABOVE ITEMS.
(
I55 SOUTH NAVAJO
DENVEF, COLORADO 80223
(303! 6S8-1050
CTC PROJECT NUMBEF
(Lo5 -(L_L_q )
D. Gargur
FIETD OBSERVATION
PROJECT NAME
T€CHNICIAN ST HB
PUNCH LIST ITEM -=-- TO
Page I\D
OTHR CONT SVC XTB SVC CODE *
TYPE OF TNSPECTION . VISUAL MAGNETIC PARTICLE
-,
ULTBASONIC WELDMENT
ULTRASONIC SHEAR CONNECTOR (ACCOUSTICAL) EOLT TENSION FIREPROOFTNG
WERE ITEMS BELOW THE MINIMUM PROJECT SPECTFICATIONS NOTED? YES --_ NO
ITEM NUMBER DESCRIPTION/LOCATION
-2-Coverage on nlaIDZ of t}le coLrxnns were rejected due tO insufficient
thickness on ttre r'lebs. Defects are narked r,rith red paint ard. the
(conrt)
locations recorded on an area diagram.
ACTION TAKEN REGARDTNG ABOVE ITEMS.
Results of tiis inspection were descri-H to Chuck Hs.,rlett of c.E. Johnson.
l\oo oopies of field rptes ard deficiercy location diagran were Left with hjn
fon }ris use ard for use by the fireproofers.
x
>I q, m ()c mm !o -li
frcrlEfrr/vc r€sr G dsafcrro!
155 South Nar€,o
Oei'rer Colorado 90223
303 698 t050
CTC PHOJECT NUMEER
,t (-+15--+-&4-,
D. C'ana.t
PUNCH LIST ITEM
-
TO
FIELD OBSEBVATION REPORT o^rE Il/25/87
PROJ€CT NAME - Waq1.i n ltnte l Addilion
page 1 of 4
CONT SVC XTR SVC CODE I TECHNTCIAN ST HR OT HR
lAA
4.50
TYPE OF INSPECTION. VISUAL-. MAGNETIC PARTICLE ULTRASONIC WELDMENT---,
ULTRASONIC , SHEAR CONNECTOR (ACCOUSTICAL} BOLT TENSION FIBEPROOFING
WER€ ITEMS SELOW THE MINIMUM PBOJECT SPECIFICATIONS NOTED? YES
--
NO
ITEM NUMBER D E SCRI PTION/LOCATION
Firepacoofirg coverage was inspected at porLions of levels 3, 4 a.rd
roof a.rd reinspected at Ievels 1, 2, ard 3. Extent of inspectlon
and resul-ts are relprted beloni by 1evel ard area. Referance should
be made to the previous inspection report dat.c. Lo/r/87 with reqard
to t}e reinspected a.reas.
At roof 1evel, fireproofing requiranents were dlscussed roith the
application foreuan, David. Arrnld, frcro crossraods Entertrrrises.
He is ns..r to lhis job. He was informed that scrne flreproofing
deficiencies o{ist at each of the lq,ver levels as we}1. r,ocati-ons
are recorded on diagrams. T\do set-s of these diagrans, plus field
notes, were left at the G.E. Johnson site office at the conclusion
of todays Jrrspeclion.
x
X
l!() m c)L mm T()i -.1
ACTION TAKEN FEGARDING ABOVE ITEMS.
fx6nJft'.r/irq rrs?,]vc /fsracr,or!
155 South Navalo
Denr€r Colorado 80223
309 698 10s0
ITEM NUMBEF
PROJECT *
DATE
PAGE
'F
_ 705039
It/25/87
^ -4 zox'
a*c!q mm '0C)-li DESCRIPTION/LOCATION
ROOF I.,EVF-, IIiSPECTION:
1) Southern part: This area is bowded by 1fuies L.9 to F and 1 to 9:
Ahis is the only spa.ce of the structure presently heated for
application of sprayed fireprocfirrg. Application riras rrct ccnF
plete here at the end of the day. The opporturrity wa,s t-aken to
strr,,r ttle fj-reproofer exanples of satisfactory and deficient
coverage. USper surfaces of bottcm ard top beam flarges are
the rrpst frequent ]ocation of deficiencies. Ccnrerage on cohmns
was sufficiently done to irrspect ard. deficiency locations were
recorded on diagrans. T\^ro derrsity samples were taken. A total
of four nore samples will be taken when applicati-on is ccrnpleted
on roof beams and the rprthern area.
2) Level 4 fns;rction: Roof beams s(tending through ttr-is 1eve1 ard
associated deck sections have rDt been sprayed yet. Four co.lunn
locations were partly sprayeC or- rot sprayed at al-f at grid line
intersections G/9t K.l/8.9, ard L/8.9. fhe rest of tie coltlnns
are sprayed a-nd e)<cept for the above mentioned roof beans, fire-
proofing is nct reguirerl on other bearns. Deficiency Locations
are recorded on diaqrams -
ACTION TAKEN REGAROING ABOVE ITEMS.
ct.Gr'€Eawa tEsrrr\G r/vsPfc."orv
155 South Navap
Denr€r Colorado 80223
303 698 1050
ITEM NUMBER
PROJ€CT# 705039
DATE LI/25/87
PAGE# 3 of4
BN r)r-m rtl lQ DESCRIPTION/LOCATION
2) Level 4 Inspection (Con't).
Due to the pro<inr-ity of the o<teri-rior vra1I to perimeter colunns
deficient th-i.ckness on tl.e outside surfac€s cannot be corrected
by sprayirrg. Scrne other method of fi-re protection to correct
these deficiencies strould be used. Examples of such a problan
are at A,/6 belct"t level 4 arxl L.9/1 be1q"- 1eve1 3-
I\nrc density sanqrles were taken frcrn this 1eve1. Thlo nrcre will
be taken when roof beams are sprayed.
To the best of my kncx^rledge at this lerrel, only colunns requ:lre
sprayj-ng. The soutlrern area was in-spected ard the r:orthern area
was reinspected. I4ost deficiencies in the ncrthern area lrad been
c€rrected. Presently, deficiencies due to application or damage
e)(ist at:F.g,/8, E/B , D/8, C/6, F/6, E/5 , ard. L.g/I.
4) L,evel 2 Reinspection:
Refer to the report dated 10/I/B? for i--gns listirq pre'riously
observed d.ef iciencies.
4.1) Re. #24 beams; The sytsnatj-c ttrick':ress deficiency on the
top surfaces of lcr,ver flanges has ben correctsl ' ilo'vever,
ttre !{24 beam on line C belween ? ad I has rnt been sprayed
3)
ACTION IAKEN FEGAFDING ABOVE ITEMS.
rS5 South NavaE
Oen\€r Cotorado 80223
303 698 1050
ITEM NUMBER
PROJECT *
OATE
PAGE *
D ESC RI PTION /LOCATION
4.1) Con't)
Refer to itern 7.1 in tlre I0/I/87 retrnrt. AIso, conditions
of itsns 7.2 and 7.3 of ttnt report sti1l ecist.
4.2) Re. W12 beams; Scrne condi_tions of itqn 8 in the LO/I/87
report still exist. Refer to updated deficj.ency diagrans
for locatiorrs.
4.3) Sqtte fire5xoofirq has been rsncsed frcrn bottcrns of line A
bearc. Refer to diagrarns.
4.4) On 1:}/l/87 sprayirrg of second lsreL lirrk area beams was
j:ccnrplete as stated in itsn 5, Reinspection vras rlot
possiSle today. as this area is rsp erclosed.
The only ranai-nirq deflciency location for ttris 1evel is at t-he
colunn at- 7/D. !hin sr:rfaces are nrarked with red paint,
70503q
1'r l^, t^-Ltfz.)f6l
4of 4
Bil oc q3 -{ -{
ACTION TAXEN REGARDING ABOVE ITEMS.
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