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pago No. 1 Pagrr
ACE ROOFING COMPANY INC.
Box276 ' '
GLENWOOD SPRINGS, COLO. 81601
Phone 945-5366 ditr{
PROPOSAL SUBMITTEO TO
Vi lcor Attn: Don Mael,ach] an
PHONE
lrz6-1 15o
OATE
June 24. 198?
STR E ET
6:-O W. Lionsheacl
JOB NAME
Vail 21 Building
CITY, STATE ANO ZIP COOE
Vn.i'l . C0 81 6s7
JOB LOCATION
ARCHITECT IDATE OF PLANS JOB PHONE
wa hcraby lubmit rpaclflcltlont and ailm.t€! to.:
Estinate incluclee:
A)Two ffat roofg as iliscueg€d-
1) Remove gravel from both decks.
2)lnstall 1/2" fibered roof ineulat !r:4.
3) Cut two holee through cinder bleck vall and install sheet netal scupper in
each.
L) fneta'l 1 new GRM membrane wlth rhite coat too surface.
5) Exbend- membrane up wall and- over cap metal .
6)Flash to d-rain and. i.nstall new pipe flashings.
B) Rc-n.rc nhr'no'leq e.nd enlal roctf on ? slonee a-s di gcr-g-Bed-
1)Dry in orisinal roof vith 25# apleElaE_ JeE_,
2) Install 2x2 sleeoere and a/2" Dfuroo with laced Bteel foil.
j) Install fire retardentirrhingles over ateel- foil.
4)Renove and. replace cnlmRey 6lacK aesthetic ahields as necessary.
Total oroiectecl cost $S.45O.OO
Price will be kd+ held for 60 d.avs fron above d.ate 1f se receive 4aliee !I €Iicld
within 2l d-avs. We nuet have a eleneal coDv of the proposal in our frlee l{illli4 €pes
t ime TO honor the bid. Thank you!
Sr flrupuru
Nine thousand
hereby to furnish material
four hunclred fiftv
and labor - complet€In accordance with above specifications, for the 5Um of:
..!ollar< l!S 9, 450.00 I
Paymlnt to b€ mad! ar tollowa:
Bv tenth of nonth follovine vork conp].eti on and./or naterial delivery.
All work to bo complet€d in s norlmaolike manner accorohg ro iti|nffiro prucrcG. Any a|leraoon or d0vrslron lrom the sp€cili
cttions invofuing ,xtrs co3t will h done Dnly upon Mitten ord6n, lnd $ill htcomaan€xtaochargeover.ndibov€throilimslo.0fl6r€€
slall caary liro, tomado 6rd otfior ca$rlty iotu.rncD. 0fl0r0r nprulonB thst ils workgE arc fully coversd ty Workmont Compsnaation
insur|oce.
The otloror ihdl not he lirblo for rny dolsy in fia po.tormsncs hareof if lch dol.y th.ll be due to liEa. striker, disput$ wirh
wodm0n, dsltyt in tnnsDnado||, dolry3 c0uiad by ripplisn, lovrrnmsnol drmandt oa raqoircmsn$ 0r any cr0$r whatroa er bayond
tfie rea3onable control of the ofloror. Tho oxiltonce of any luch caulo or cauisa or dshy drEll rxtE[d th€ timo ol o€rlormance by tho tim€
or times msaiurcd by uv iuch causo 0r cuS8i ol dshy.
otfrn q|r€i that in $s €vont any p6ym0ns dus hsBundsr sr. nor paid nitiin 30 d8y! from the timo lho iame lhrll b.cDm0
duo. that aoy $ch unpaid halincrshEll borr inieren thenifter !tthe rrto ol t%% por monlh.
offone a$eor to pay all lttomeya'fesa and expenses incurr0d by offeror in the onforcing ol rny of offoalet obligatiom undor
tiris proposal, or incurr.d in any litigrtion or negoliation in which lho oftrror .hall, yrithour itr fsult, becomo involvcd pursu.nt to,
through. or ss a roiult of thii proporal, or inflrrrud in connoction vrith prolecoting or d€frnding Eny mochanict lien lorecloiu.o rction
involving lhis propor€l, involvingthe rubioct mrttor hereof, or involvin! anv lien righls of tha ofloror in conoection hoowith.
Thb propGrl L ud dor6 conrtituts an offsr of a billtor.l c0rtr,ct botwrqn tha prniot hofio 0n tho tsrmr h.rein providrd.
Thb propotal and otf.r m.y bo acaapted 6nd th? tormrlation of a€id bilareral contnci rcomplbhed by offerc8'r oxecution of t|l€
"fuceptdncs of Propolal" hs.eilbrlow providcd and tho rscoipt 0f $ch exocuud "Accoptsnco ol Propo,al" hy the offtror within
-2f-AV. trom o dslr henot Otlsro. rciefter thr right to wirhdrrw this olffl snd prcposal 6r sny tihs prior lo acceponcr
hgnoL Any tttsmp lrd acctptamo horsol mds. rltef the expintion ol ths timo period atated,3h0llaonsthute a countsr otler.
,,u^ro rr,ri! oor o, June
, o. o. ,r-93
&t!tsUuf, iu&Gilq(t or sec@trry
General Manaser
Tho tongoino proposal and otl€r, togather with
offr.or is.authori4d to porform tho work sp0aitied.
all spocification!, conditiont lornr 6nd provkions lhoool,Bcc€ptod.
DATE orrccEFraNGE,ta Accoptanc0 of p.opossl received on
Signaturp
Sigsturs
By:
t9_
,/
#
JOB NAME
MON
)df
't'+:i )'
INSPECTION REQUEST
TOWN OF VAIL
2r-. r IDATE
INSPECTION:
CALLER
TUES WEDREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
tr
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULA TION POOL / H. TUB
ocK NAIL
tr FINAL
tr
tr FINAL
ELE
trT
trF
trC
tr
CTRIGAL:M
tr
tr
tr
tr
EGHANICAL:
TEMP. POWER HEATING
ROUGH EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FIM'L tr FINAL
VED tr DISAPPROVED tr REINSPECTION REQUIRED
COBRECTIONS:
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DATE INSPECTOR
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Vai I 2l Condominium Assoc.
Richard N. B rown
Su i te 105
1780 South Bellaire St.
Denver, Co. 80222
Town of Va i I
75 S. Frontage Rd. West
Vail , Co. 81657
0ctober ll, 1984
To: Town of Va i I Dept. of P I ann inq
Subject: Colorado Insight Remodel ing Vail 2l Building
Lower level rental a rea.
To !/hom it may concern:
The condonninium association of the Vail 2l building is in favor of the
proposed remodel ing of the Colorado Insight stores' lower level rental
area. lt will be an improvement of not only that space, but the property
as a who I e.
Sincerely,
Richard N. B rown
Pres ident-Vai | 21
Condomin ium Assoc iat i on
tNsftrtoNTOWN OF
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REOUEST
VAIL
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READY FOR INSPECTION:
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tr SHEETROCK NAIL
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ELECTRIGAL:
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tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
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Proiect Application I ro"r" tl tl l*Ltt
Prolect Name: fJn' . 'l \
Proiect D€scription:
Conlact Person and
Owner, Address and Phone:
Architect. Address and Phone:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
4., .. c. \,
)i.,,r. r,,. \
\ Town Planner
o",", l'\, d tt'
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{ r,"u Approvar
VACATION RESORTS
August 15, 1985
Mr. Rick Pylman
Town of Vail Comrnunity Development Department
75 S. Frontage Rd. WestVail, Co 81657
Dear Mr. Pyfunan,
This letter is to confirm that the Vail-21 Condominiurn
Association is in process of installing drainage soffits to
the upper portions of their building.
We hope that these soffits will correct melting snokr problems
which have plagued the building in the past. We anticipate to
have the project completed by the FaII of 1986.
If you have any further questions please do not hesitateto contact ne.
Sincerely,
Geoffrey
General
GW:dt
610 West Lionshead Circte . Vait, Cotorado 8i 657-5293 o (303) 476-1 350
:l
)
VACATION RESORTS
August 15, 1986
Mr. Rick Pylman
Town of VaiI Community Development Department
75 S. Frontage Rd. WestVai1, CO 8l-657
Dear Mr. Pylman,
This letter is to confirm that the Vail-2l Condominium
Association is in process of installing drainage soffits to
the upper portions of their building.
We hope that these soffits will correct melting sno!{ problems
which have plagued the building in the past. We anticipate to
have the project completed by the Fall of 1986.
If you have any further questions please do not hesitate
to contact me.
Sincerelyr
Geoffrey
General Manager
GW:dt
610 West Lionshead Circle r Varl, Colorado 81657-5293 o (303) 476-1350
*
INSPECTIONTOWN OF
REQUEST
VAILPERMIT NUMgER OF PROJECT
DATE JOB NAME
INSPECTION:MON
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4
PM
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Blds. Permit # 7+t S
ofllce ol communlty development
Applicant
Applicant
Company
75 aouth trontage road
Yall. colorado 81657
(303) 476-7000
Company:
Phone:
Representative:T(m,,lV ty|, nk<ll onuet -
"aIne / rosttton
Specific Request and Rationale:
77Q Aeers
Requested Date(s) /Times :
Applicant Signature:
*Please return completed form to the Building Department.
ErtzaTaB H/o
Co.rQ
SPECIAL@REQUEST
rjfCoot ,/ccya; lfr€ B grc d,t$ tD yo ,*pa^, porp/fu1cK
Cemer.,rftaX-7Vn9r 7zr4/c€fr t'tt0 ?" % fiA:{sd€S , Au.o m4c( ft-n/g
Coar1no TPuct' h/cV oil€ _oe rcud Pr*<fs ,*-i$p* C+
CoWc?ete
Aq
Town of Vail Approvalsl
Community Development :
Police Department:
Date:
z/r4.
6-zl -16.
/-4 -vc
I
(* :. J
PERMIT NUMBER OF PROJECT
rNsft'or.rTOWN OF
REQUEST"
VAIL
JOB NAME
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tr ROUGH/WATER
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tr ROUGH
tr CONDUIT tr SUPPLY AIR
tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
VAIL
r/
I
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\
REQUEST'
PERMIT NUMBER OF PROJECT
DATE
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LOCATION:
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DArE '\' '.)l- -\. JoB
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TOWN OF VAIL
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tr FOOTINGS / STEEL
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DATE ', i . i. JoB NAME
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TOWN OF VAIL
.4
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CALLER
MoN ;ruis.'WED THUR FRI PM
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tr FOOTINGS / STEEL
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tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
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tr INSULATION O POOL / H. TUB
u tr
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tr TEMP. POWER
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tr HEATING
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REAEY FOR INSPEGTION:
. LOCATION:
JOB NAME
MON
CALLER
tt !") {;'L
THUR
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION i STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr
tr
tr
n
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INSULATION
SHEETROCK
tr GAS PIPING
NAIL tr POOL / H. TUB
n
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tr TEMP. POWER
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tr HEATING
tr ROUGH o
tr
tr
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tr CONDUIT
tr
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.j
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PROVED tr DISAPPROVED tr REINSPECTION BEOUIRED
'-a ',/- €tn,.tp /- -4//' X/ rNsPFcroFr
,*#"toN REOUEST
JOB NAME
.rL _ s-r)(,J
READY FOR
LOCATION:
INSPECTION:@z TUES WED THUR FRI p:?o AM PM
BUITDING:
tr FOOTINGS / STEEL
PLUiIBING:
T] FOUNDATION / STEEL
tr
tr
u
tr
tr
tr
n
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n
lrrrvrr-tr FINAL
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tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
E
ROUGH tr EXHAUST HOODS
CONDUITz tr SUPPLY AIR
tr
oKo,tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE 6 -'rt"t*-" INSPECTOR
CONTRACTOR
TOW; C
INSPEC .
(MUST BE POSTT-;
, VAIL
. CARD
9N JOB SlrE)
NAME
pERMfr No. /OS,P'
Lrc. No.
Owner:
General Contractor:
Excavator:
Foundation:
Plumber:
Electrician:
Mechanical:
Framer:
lns u lator:
Dry Wall:.
Painter:
Roofer:
CONTRACTOR NAMES AND LICENSE NUMBER MUST BE LISTED
INSPECTIONS
Excavation
Footings / Steel
Foundation / Steel
Ground Plumbing
Engineering (Uti lities)
Temp. Electric
Rough Plumbing - D.W.V.
Rough Plumbing - Water
Rough Electric
Gas Piping
THE ABOVE TO BE
Rough Framing
Insu lation
Sheet Rock Nail
Exterior Stucco Wire Nailing
Final Plumbing
Final Electric
Final DRB
Fire Inspection
Final Engineering (Utilities)
Final Building
COMPLETED AND APPROVED BEFORE PROCEEDING
UPON FINAL APPROVAL OF ALL ABOVE INSPECTIONS, RETURN THIS CARD
TO BUILDING DEPT. FOR ISSUANCE OF CERTIFICATE OF OCCUPPANCY
$25.00 REPLACEMENT CHARGE FOR LOST INSPECTION CARD
FOR fNSPECTTONS CALL 476-7000, EXT. 235 0R 247
24 Hours In Advance
Between 8:00 a.m. to 4:30 p.m., Monday Through Friday
DISAPPROVED
DISAPPROVED
CTION
TOWN OF VAIL
REOUEST
INSPECTION:
CALLER
TUES WED THUR
|
"
r"7 'r'JOB NAME
MON IREADY FOB
LOCATION:
AM ,PM
BUILDING:
tr FOOT]NGS / STEEL
PLUItIBING:
tr FOUNDATION / STEEL
tr
tr
tr
tr
tr
tr
n
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
D
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
/ rorn*
trICONDU
tr EXHAUST HOODS
tr.CONDUIT
n
tr
n
SUPPLY AIR
trI FINAL N FINAL
I
O APPROVED tr OISAPPROVED rAerruspecloN REeuTRED
CORRECTIONS:
' -'f.,nn /"'
./ / -'i
oo.r, (i r/ t ,-' ., i'L'JoB NAME
/
l1'
t).,1 |
,.r ")
*'l r^r#c'oN REoui"sr
TOWN OF VAIL
l( ,-
I,:: l.i,--.L
CALLER (.{ .'<"
READY FOR INSPECTION:MoN ruES iyt
LOCATTON!tl Q''r
BUILDING:
tr FOOTINGS / STEEL
PLUIIBING:
tr UNDERGROUND
tr
o
E
tr
tr
tr
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FRAMING B ROUGH/WATER
ROOF & SHEER
PLYWOOD NAILING tr
tr
tr
o
GAS PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
tr FINAL tr FINAL
iIECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr CONDUIT
n
tr SUPPLY AIR
tr FINAL tr FINAL
/nppRoveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
,"#"toN neouisr
.: , i TOWN 9F VAIL'.r li ;/,, ,./
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR FRI AM{
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
u
tr
tr
tr
tr
tr
n
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
V r"r.rro"K NA.L.\
n
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tr TEMP. POWER
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tr HEATING
tr
u
rl
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tr
r'l
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/.:.' / 7 ,',i/--DATE INSPECTOR
,a/inr r'
' a\:;*o/ "
JOB NAME
rru#cnoN REou;"sr
TOWN OF VAIL
DATE
READY FOR
LOCATION:
CALLER
INSPECTION: MON TUES WEO "' THUR FRI *;"'"'&+::,, RITI PM .'' :i .' 'a. t. ! ,'l
tr DISAPPROVED tr REINSPECTION REOUIREDrUd'eppaoveo
CORRECTIONS:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL ROUGH / D.W.V.
FRAMING EI ROUGH / WATER
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
trtr
T] FINAL tr FINAL
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tr TEMP. POWER
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tr HEATING
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tr CONDUIT O SUPPLY AIR
tr
rNA L B FINAL
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Jn),,"tu
I\rJ
,,v
b/
I
(rrus#cnoN REouEsr
TOWN OF VAIL
r,..,{z- ,
/)n/ X 62
INSPECTION:
JOB NAME
MON
CALLER
TUES
(", /,, , ,- Z )S-L =:
READY FOR
LOCATION:
wED 34, FRI
BUILDING:
fl roorrrucs / srEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATEBtr FRAMING
tr INSULATION
tr SHEETROCK
n
tr GAS PIPING
NAIL N POOL / H. TUB
f'l
tr FINAL D FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH N EXHAUST HOODS
O CONDUIT
tr
O SUPPLY AIR
tl
tr/NAL _tr FINAL
d1r{aoveo E DISAPPROVED D REINSPECTION REOUIRED
CORRECTIONS;
INSPECT
\
|\un'V r,
'j-
,.1 i*#"roN REeuEsre'7J
TOWN OF VAIL
WED THUR FRI @AM
t lrDATE .1.- / I JOB NAME
INSPECTION:ev
CALLER
TUESREADY FOR
LOCATION:(r,
^?
BUILDING:
^4 FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATERtr FRAMING
T] INSULATION
tr SHEETROCK
tr GAS PIPING
NAIL tr POOL / H. TUB
n
tr FINAL tr FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
ROUGH EXHAUST HOODS
CONDUIT tr
tr
SUPPLY AIR
4t*o,D FINAL
tr DISAPPROVED tr REINSPECTION REOUIRED
CORBECTIONS:
"-)
INSPECTOR
irr#"toN
TOWN OF
.t
d
REQUEST
VAIL
JOB NAMEDATE
READY FOR
LOCATION:
Ai-
INSPECTION:WED THUR FRI ------@ PM
a^-I J
CALLER
TUES
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
N ROUGH / D.W.V,tr FOUNDATION / STEEL
{."ovrnrc O ROUGH / WATER
tr INSULATION
tr SHEETROCK
tr
tr GAS PIPING
NAIL tr POOL / H, TUB
n
tr FINAL -tr FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
O HEATING
tr
tr
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
n
tr FINAL tr FINAL
,l ROVED tr DISAPPROVED tr REINSPECTION REQUIRED
.t
CORRECTIONS:
DATE INSPECTO
"*
INSPECTIONrgwN oF
'*.i' \ /
,a
. t ,i.. .. ;" . f..
REQUEST
VAILii! l.^( I i.fDATE
READY FOR INSPECTION:
LOCATION:
JOB NAME
MON
CALLER
TUES
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL /noucn / D.w.v. '',zP/ o/'
tr FRAMING tr ROUGH / WATER
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL
tr_
E POOL / H. TUB
D
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
D
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FtslAL tr FINAL
VED tr DISAPPROVED D REINSPECTION REQUIRED
CORRECTIONS:
DATE d-<-'/'"'INSPECT
,t,i.,
'.r1
,*#"toN
TOWN OF
REOUEST
VAILL'ov z/!"'r'(\n.o l^ r'/
READY FOR
LOCATION:
INSPECTION:
JOB NAME
CALLER
MON TUES
BUILDING:
b FooTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEu
tr UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATEBtr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL
o_
tr POOL / H. TUB
tr FINAL tr FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
( cor.rourr .r) z i)'r,,,. -r /a /tr SUPPLY AIR
-E _...............
tr F,rt'lAL O FINAL
APPROVED tr DISAPPROVED tr BEINSPECTION REOUIRED
CORRECTIONS:
*
INSPECTION
TOWN OF
REOUEST
VAIL/ | - luwl\ ul- vAlL
,^r= s/ts/gt JoB NAME U"'/ : t
INSPECToN: @@@ rHURREADY FOR
LOCATION:
r-V-.or \.r_J.
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
E INSULATION
tr SHEETROCK
tr GAS PIPING
tr POOL / H. TUB
tr
FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
D-
tr SUPPLY AIR
n
tr
'NAL
tr FINAL
OVED tr DISAPPROVED O REINSPECTION REQUIRED
a
t a'
: poRRECTtONS:
DATE 9- zct^ & /INSPECTOR
DATE I - 26-t-/
,"#"toN REeuEsr
TOWN OF VAIL
JoBNAME-84't n I
CALLER
rr,ror.r (TFf wso 1HUR FRI
A(AM)PM.READY FOR
LOCATION:
INSPECTION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
EI ROUGH / D.W.V.
O ROUGH / WATERtr FBAMING
tr INSULATION D GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
d /' t aar"t= f,'A';t e tr
tr FINAL tr FINAL
F,f"FCrRrCAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
N ROUGH tr EXHAUST HOODS
tr CONDUIT O SUPPLY AIB
tr
n#trunl tr FINAL
OVED tr DISAPPROVED D REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
o
PErNs CTION
TOWN OF
REQUEST
VAIL
CALLER
"o* @ *ro rHUR FRI
,^r, {"/' JoB NAME
READY FOR INSPECTION:
LOCATION:
FOOTINGS / STEEL
PLUMBING:
T] UNDERGROUND
T] ROUGH / D.W.V.
tr ROUGH /WATER
tr FOUNDATION / STEEL
INSULATION tr GAS PIPING
SHEETROCK NAIL
-
tr POOL / H. TUB
tr FINAL
ELEGTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
tr FINAL
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JOB NAME
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JOB NAME
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TUES THUR FRI
TOWN OF VAIL
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SPECIFICATIONS AhID SCHEDT'LES
VAIL 21 BUILDINC
465 W. Llonshetrd Mall
Vai1, Colorado
GENERAL CONDITIONS:
The rrGeneral CondlEions of lhe ContracE for ConstructionrrrA.I.A. Docunent A2O7, thirEeenEh edlEion, August 7976.' Articles
1-14 inclusive, ls part of thls ConEract. A copy of Ehese
General Condltlons nav be examlned at the office of the ArchiLect.
AGREEMENT:
The form of agreement to be established between Orpner and
Contractor ls negottable at this point. Owner and Contractor
shal1 conclude unrtually agreed points of tlme of conrnencement,
date of substantlal complet.lon, form and amount of compensation
to ConEractor and payment schedule of said compensation.
pIVISION ONE - CENERAT, REQTTTREMEN'IS:
SECTION 1A . SUBMITTALS AND SUBSTITTITIONS
1A.1 ARCHITECTS REVIEW
Approval of shop drawings and submiEEals by the Architect or
his consultants will be on the basis of conformity with design.
Quantitles and dimensions are the responsibility of Ehe ConEractor.
Approval of shop drawings or submittals by the ArchiEecE or his
consultants shall not relieve the Contractor of responsibllltyfor accuracy of such shop drawlngs Contractor shal1 review and
approve all shop drawings prlor to submittal to Architect.
TA.2 REQUESTED SUBMITTALS AND SHOP DRAWINGS
1. Concrete Reinforcement2. StrucEural Steel3. Flre Ret.ardent Wood4. Roof System5. Aluminum Frames6. Hardware Schedule7. Synthetlc PlasEer
8. Light Fixtures
1A.3 PROCEDURE
9. Steel Pipe Rails
(a) Contractor shall submit number of copies required for
return plus two (2) to be retained by ArchitecE.(b) Make all submictals directly to ArchiEect.
SECTION 18 - BUILDING PERMITS
(a) Cont.racEor shall procure and pay for all permits, caxes,
taps and general revenue lEems required for construction
by the Tor^m of Vai1.
SECTION 1C - CONSTRUCTION SCHEDIJLE
(a) To assure adequate planning and execution of the work and
assure that work is completed within the calendar days
allowed in Ehe ContracE, Ehe ConEractor shal1 establlsh
and issue a consrruction schedule to the Architect.
(b) SubmiE schedule of construction within five (5) days of
signing of Contract.
(c) ArchiEect will a1 so submiE copies of schedule Eo T.O.V.
of f icial s and Or,rner f or Eheir approva1 .
(d) Contractor should make periodic review of this schedule
and report to Architect and Or^rner: for comnliance.
SECTION lD - TEMPORARY FACILITIES AND CONTROLS
1D.1 SCOPE
(a) Temporary facilities and control s shall include, buE not
necessaril-y be ltmited to:
( t) Temporary Utilities(2) ConstrucElon Headquarters at SiEe
( 3) Sanltary Facility
(4) Tarpaulln Enclosures. Barricades(5) ConstrucEion Fence
(6) Haul Roads
(7) Parking
. 1D.1 Continued Page 2
ID.2 UTILITY INTERRUPTION
(a) Make a1l required connections Eo existing utility systems
with minirmrm disruption to service. Notify building manager
at leasE 24 hours in advance of any required disruption of
service.
1D.3 LTTILITIES
(a) Water:
2.1.2.L. Furnish and install atl necessary EemPorary water
llnes and !'rater supply and, upon completion of
Ehe work, remove all such temporary facilities.
The Owner will furnlsh all water needed for
construction, aE no cosE Eo the ConEractor.
(b) Electrictty:
(1) Furnish and install all necessary temporary wlring
and, upon completion of the work, remove all such
temporary facillEy.
(2) Furnish and install area dlsEribuEion boxes so locaEed
that the individual trades may use 30 m (100')
rnaxirmrm length extension cords to obEain adequate
Power and artificial. lighting at all pol-nts where
required for the work' for inspecEion and for safety.
(3) The Ovmer will furnish all electriciEy needed for
construction. aE no cost to the ConEractor.
(c) HeaEing: Provide and maintain all heat needed for proper
conduct of all operations included in the work.
(d) Telephone: Make all necessary arrangements and pay allcosts for operaEion and installatlon of telephone service
t.o the contractorrs offlce at Ehe slEe.
1D.4 FIELD OFFICE
(a) Otrrner shall provide small space wlthin extsLing buildingon site for office use.
(b) Owner shall provlde small space to secure small consErucEiontools and materlals.
(c) Contractor will be allowed access to existing saniCaryfacilltles located at lower level of Krismar buildtng.
1D.5 ENCLOSIJRES
Furnlsh, insEall and maintain for the duration of consEructionall required scaffolds, tarpaulins, barricades, canopies, warningsigns, sEeps, brldges, platforms and other temporary consErucEion
necessary for proper completion of the work in compliance with allsafety and other regulertions.
1D.6 PROJECT SICNS
Allow no signs or advertising of any kind on the job site except
as specifically approved in advance by the ArchiEect.
TD,7 FENCING OF THE CONSTRUCTION AREA
(a) General: Furnish and install a temporary fence around
const.ruction areas on Ehe siEe.
' 1D.7 Continued Page 3
(b) Temporary fence sha1l be 48r' hlgh snow fence, compleEe
with posts and bracing required to maintain in a stralght
, and plumb condition.
1D.8 HAIJL ROADS
Provide and mainEain all required access t.o the work from paved
areas and other rouces, in strict accordance with all regulations
gtoverning the Contractorrs use of the site.
SECTION 1E - CLEANING
1E.1 SCOPE
(a) Throughout the consEruction period, maintain the buildings
and site in a standard of cieanliness as described ln this
Sec t i on.
(b) Comply with all requirements of a clean and orderly site
of T.O.V. officials.
(c) Conduct daily (or more ofEen if required) inspections to
verlfy compllance.
IE.2 GENERAL CLEANING
(a) Retain all sEored ltems in an orderly arrangement allowing
maximum access, noE impeding drainage or traffic, and
providing Ehe requlred protection of materials.
(b) At least once each week, and more often if necessary, com-
pletely remove all scrap, debris and waste material from
the job site.
Provide adequate storage for all items awalting removal
from the job site, observing all requiremenEs for flre
protection and protection of the ecology.
(c) Weekly, and more often if necessary, sweep all lnterlor
spaces clean. rrCleanrtt for the purpose of thls subparagraph,
shall be interpreted as meaning free from dust and other
nraEerial capable of being removed by use of reasonable effort
and handheld broom.
1E.3 FINAL CLEANING
(a) Definition: ExcepE as otherwise specifically provided,rrcleanrr (for the purpose of this ArEicle) shal1 be inter-
preEed as meaning Ehe level of c.l-eanl,iness generally provlded
by skilled cleaners using conrnercial. qualicy building
maintenance equipment and materlals.
(b) General: Prior to completion of the Work, remove from the
job site all tools, surplus materials, equipment, scraP'
debris. and wasEe.
DMSION TIIIO - SITE WORK:
SECTION 2A - SUBSTJRFACE CONDITIONS
2A.T GENEML
(a) The Owner will retain a soils engineer to observe performance
in connection with all solls funcElons.
(b) Soils engineer will verify bearing pressures present.
(c) SEructural engineer has assumed bearing pressures at site
' 2A.1 Continued Page 4
to be 2000 p.s.f. for purposes of design.
SECTION 28 - EXCAVATING. FILI,INC AND GRADING
28.7 PREPARATION
(a) Remove Erees to new undisturbed location on site. Placement
to be determined by Owner.
(b) Planting of existing Erees same as new.
(c) Demolish and hauL away maLerials necessary for excavation
of new constructlon. Refer Eo ArchiEectural Drawings,
Sheet 1, 'rExistingi Site P1a . "
2C.I DUST CONTROL
(a) Use all means necessary to control dusE caused by ConEractor's
operations during performance of the work.
2D.1 EXCAVATION AI{D FILL
(a) Excavatlons shal1 be backfilled immediately to prevent
t.he ingress of waEer.
(b) CorrecE overdepEh excavation wlEh an increase in depEh of
concrete fooEing at no extra cost to owner.
(c) Excavated maEerial is assumed Eo be earth and oEher materials
that can be removed with power shovel. If rock is encountered
within limits of excavation, ConEracEor inrnediately notifiesArchitect. Do not proceed further until instrucEions are
given and measurements made for purpose of esEablishing volumeof rock excavation. Rock is defined as any stone or boulderthat cannot be removed by a power shovel , !12 cu. yd. bucket
capacity, withouE use of conEinuous drilling or by explosives.
(d) If suitable bearing for foundatlons is not encountered aE
depth shourn, innnediately noEify ArchiEecE. Do not proceed
furt.her until insEructions ar-e given and necessary measure-
ments made for purpose of establishing additional volume of
excavation.
(e) Soil bearlngs shall be acceptable to the soils englneer prlor
Eo placement of steel or concrete. Loose material is unaccept-
able as bearing.
2D.2 UNDERSLAB FILL
(a) Backflll shall be standard 314" rock r:oad base, No organic
or frozen materials allowed.
(b) Compact ln 6 layers maximrm with moisture as requlred. Noflooding allowed.
2D.3 EXTERIOR FILL
(a) Begin no fills unEll bulldln€!, structure has progressed Eo
wlthstand loads Eo be lmposed.
(b) Fill shall be excavated material taken from the siEe. orprovide new soil as required.
(c) Backfill and rough grade with approved mat.erial free of organic
material , frozen soil and debris.
(d) The compactlon equipment and methods shal1 be approved.
2D.3 ConEinued
2D.4 GRADING AND LANDSCAPE
Page 5
(a) This Contractor shall be responsible for final rough
grading. Condition slight of finish grade and free of
rocks and debris.
(b) Under separate work and separate ConEracE shall be top
soil fine grade, sod and all plantings. Refer to
Architectural Drawing, Sheet A-14' for planting schedule.
ZE.7 DRAINAGE
(a) Provlde underdrain backfill of clean gravel or crushed
sEone.
(b) Perforated plastic pipe underdrain: 4" diameter, perforated
pipe flexible or rigid approved.
(c) LocaEe drains as shown. Pipe shall slope with perforations
down.
(d) Place underdrain backfill withouE compaction over entire
widEh of excavation to a depch over lhe pipe as shovrn.
Cover underdrain backfill with layer of vapor barrier to
retain earth backfill.
2F.T PAVING
(a) Specif ication of parring rnirLer:ial s shall be in coordlnaElon
wiEh Town of Vail intpr-ovcnlenEs of parking sEructure exit.
ZG.I SPRINKLER SYSTEM
(a) Work shall lnclude system as shown on Archltectural Drawlngs,
Sheet 14, and also includes, but ls not limited Eo:
(1) Lawn and shrub sprlnkler system.
(2) AutomaEic controls.
(b) Provide continuance sleeves aE all Eubing under pavtng.
(c) Test and adjust. system. Contractor is responsibLe for
cleaning system before first wlnter.
DIVISION THREE - CONCRETE:
SECTION 3A - CAST IN PLACE CONCRETE
3A.1 PREPARATION
(a) The Contractor shall cooperaEe with oEher Erades in Ehe
installation of embedded ltems, and shal1 verify locations
prlor to placing concrete. Approval shal1 be obEalned prior
to forming openings in concrete which are not shown on Ehe
structural drawings.
34.2 CONCRETE MATERIALS
(a) Cement: Portland, AST['{ Spec. C150' Type 1.
' 3A' 2 corrEinued Page 6
(b) Concrete colors: Davis Colors, 3700 E' Olympic B1vd.,
Los Angeles, California 9O023.
(c) The applicable sections of Ehe "Building Code Requirernents
for Reinforced Concretert of the American Concrete InsEitute
ACI-318-63 are included as a part of this specification.
(d) Aggregates: ASTM C33.
(e) I,later: Clean, potable.
(f) Air EntrainmenE: ASTM C26O.
(g) Water reducer mixture: ASTM C494.
3A.3 REINFORCEMENT
(a) Reinforcing st.eel shall be ASTM A615-Grade 60, except
dowels which shall be A615-Grade 40.
(b) I^lelded wire fabric shalL conform to ASTM 4185.
(c ) A1 t reinforcing, bars shal I be detailed, bo l.stered and
supported as per A.C.I. 315.
(d) Concrete cover or reinforcemenr shall be as follows:
(1) FooEings - 3rr
(2) Formed wal1s exposed to weather or earth:
#5 or smaller - L ll2"
#5 or larger - 2rt
(3) Slabs - 3l4t'
(e) Lap splices in reinforcing shall be minimurn of 36 bar
diameters. Wire fabric rmrst lap one full mesh at sides
and ends.
(f) A11 corners shall be ccntinuous bar reinforcement.
3A.4 STRENGTH
(a) Concrete strength shall be 3OOO p.s.f. compressive at
28 days.
3A.5 FORMS
(a) ConstrucE forms to support concreEe loads. Use suiEable
plywood or metal forms to obLain desired finish where
concreEe exposed. Completed forms shall be approved prior
to concreEe placement. Provide approved snap-tie with
spreader. Use new, approved plywood where concrete is
exposed.
(b) Form exposed concrete corners with 7f2" x 1/2" chamfer of
milled wood or plastic. Set securely to form corner to
avoid leaks.
(c) RusElcations shall be in shapes shor^m and construcEed of
mllled wood or plastic. Anchor strtps to avoid movement
when concrete is placed. Strips occur at plywood forrnjoints in patterns shown.
SECTION 38 - CONCRETE FINISHING
38.1 I.{ONOLITHIC FINISHES
' SECTION 38, 38.1 Continued Page 7
(a) Slabs, stairs and sidewalks shall have a monolithic finish
as follows:
Interior Floor Slabs Steel trowel smooth
ExEerior Slabs, Walks, Stalrs and
Apron (or as noted below) ..Light broom flnish
(b) Slabs shall be placed accurately to level screeds and
floated to a smooth and even surface. Finish surfaces
wlEh rotary machines or hand trowel. Edges shall be
rounded with a finishing tool. Float 1evel slabs scheduled
to receive pavers.
(c) Prior Eo installing fLoor coverings! flll, grlnd and work
smooth slabs showing irregularities. Use approved fillers.
Except rvhere shoum otherwise, slope sl.abs to floor drains.
Slabs ponding water away from drains shall be replaced.
(d) Saw cuts ln slabs 2 lf 4t' wide x 1tt deep placed as shotnrn.
Make cuts the day following placement of concreEe. CuEs
shall be uniform in appearance and straighE.
38.2 STJRFACE TREATMENT
(a) Floors not scheduled to receive coverings shall be cleaned
then treaEed with two applicatlons of GS-3O9 Cure and Seal
clear llquld acrylic compound as manufactured by rrSealtite,rl
W.R. Meadows, Inc. Apply first coat.-lmmediately afEer
completlon of concreEe finlshl second coat ln preparation
of final accepcance of building.
(b) Sand blast areas shatl be llght texture. Seal these areas
wlth singLe coaC slllcone or acrylic sealer by spray
applicatlon. Do inrnediately after sand blast.
DIVISION FOUR - },IASONRY:
SECTION 4A . MATERIALS
4A.1 FLUTED CONCRETE BLOCK
(a) Salvage all fluted block from demoliEion areas. Cleanfor reuse.
(b) SupplemenE with rnatched units as required to complete new
nlasonry.
4A.2 REINFORCEMENT AND ANCHORS
(a) Standard wall relnforcements: truss-type design manufactured
by rrDur-O-WaI1.rr A11 maEerial galvanized.
(b) Anchors: Mlscellaneous anchors manufactured by Hohmann and
Barnard.
4A.3 MORTAR
(a) MaEch existing mortar co1or.
SECTION 48 - INSTALLATION
48.1 CONCRETE BLOCK
(a) Match bond of existing masonry.
(b) Slight concave tool Eo joints.
' SECTION 48, 4B.1 Continued Page 8
(c) Al1 joints sha1l be uniform, level , plumb and completely
full of morEar including fluEes.
(d) Take care not to harm adjacent materials.
(e) Flnished surfaces sha11 be neat, uniform, free of surface
mortar, holes, cracks or chipped corners.
DIVISION FIVE - METALS:
SECTION 54 - },IETALS
5A.-I DESIGN
(a) A11 sErucEural steel shall conform Eo ASTM ^{36 except pipe
columns whlch shall conform to ASTM A53.
(b) A11 connecEions shall be made wiEh high stengEh bolEs con-
forming Eo ASTM A325.
(c) A11 welds shall conform to A.W.S. Standards.
(d) SErucEural steel shall be detailed and fabrieated In
accordance wtEh the laEest ediElon of A.I.S.C. manuirl of
sEeel construcEion.
(e) Steel bar jolsts shall be H:Series and designed, fabricated
and erected in accordance with sEeel joisE instltute specifi-
catlons.
5B.1 STEEL ROOF DECK
(a) Steel deck shall conform to sEeel deck institute standardsfor 22 ga. lntermedlate rib-type, Minimum section properties
shall b; 5:.123 in 3; I:.139 i;4. Deck shal1 be erected in
accordance with deck manufacturerf s suggested specification.
SECTION 5C . MISCELLANEOUS METAL
5C.1 STEEL GRATING
(a) Gratlng shall be 3176" x 1'r bearlng bars spaced 1tro.c.
and cross bars 4rt o.c.
(b) Flnish: Prlmed, ready for paint.
(c) Provide steel angle grate frame.
5C.2 GUARDRAILS AND HANDRAILS
(a) Rail tubing shall be 2rr o.d. steel.
(b) Provide for pipe sleeves ln lieu of surface flange plates.
(c) A11 welds shal1 be ground smooth.
(d) Finish: Primer paint, ready for field finish coat.
DIVISION SIX - CARPENTRY:
SECTION 6A - ROUGH CARPENTRY
64.1 PRODUCT
(a) A11 dtmensional framing lumber shal1 be fire-retardenE;present proof of this to Architect.
ContracEor may use steel sEud framlng sysEem in lleu of
fire-retardent wood.
' 6.{. 1 Continued Page 9
(b) l.lood grade shall be Douglas Fir-Larch, No. 2 or better.
Studs may be Hem Fir, construction.
6A.2 FRAI',IING
(a) Framing shal1 meet all standards of Uniform Building
Code for fastenlng, and nalllng.
(b) Provlde wood and/or metal scaffold as required to complete
work.
(c) Permanent wall brace shall be wlth groove-Eype dlagonal
metal strapplng. Use Stmpson anchors and brackets as
requlred.
SECTION 68 . FINISH CARPENTRY
68.1 PRODUCT
(a) Interior wood Erlm shall be clear white plne Eo be painted.
(b) Plywood Eo be r^irapped or toLally concealed shall be C-D
fir plywood. A11 other shall be A'B.
68.2 WORK
(a) Install finlsh hardware except alumlnum system.
(b) Install wood doors.
(c) Set counters and cabineE millwork.
(d) Mlscellaneous wood Erlm.
DIVISION SEVEI{ - fltERMAL & I.'IOISTURE PROTECTION
SECTION 7A - DA},TPPROOFING
7A.1 FOT]NDATION IIALLS
(a.) Apply darnpproofing to exterlor face of walls that separaEe
habiEable rooms from exterlor grade.
(b.) Dampprooftng: Cold asphalt tn roll on appllcatlon. Allow
48 hours dry time.
78 ROOF M[X.,1BRA}ICE
78.1 BUILT-TJP ROOFING
(a) Roof over steel deck and fesco board: Johns - Manvllle
Speciflca|lon #7Ol
(b) Gravel shal1 be 3/8'r - Llzt' Eon washed rock.
(c) Roof work shall noE commence until contractor has verlfied
that roof dratns will gravity flow.
78.2 FI,ASHING
(a) Product shalL be B.F. Goodrlch vlnyl flashing-
(b) Install as per rnanufacturerr s instrrrction.
7C INSTJI..ATION
7C.1 BI"AT.IKET INSI'I.A,TION
7C.l- Continued Page 10
(a) Btanket lnsulation: Kraft-face glass fiber R-19 as nanu-
factured by Johns-ManvLlLe.
7C.2 FIBER BOARD
(a) Flber board: Fesco boerd as rnanufactured by Johns-ManviLle.
7D CAI.KING
7D.1 PRODT'CT
(a) E:rterior calklng: one part, polysuLflde base, synthetlc rubber
sealant rrSynthacalk GC-grr as manufactured by Pecora Chemlcal
Gorp.
(b) InEerlor calklng: ens-part acryllc latex rtAC-2Orr as manufac-
tured by Pecora Chemlcal Corp.
(c) Color to be selecEed Later.
7D.2 APPLICATION
(a) Appllcatlon to only cleanr drl & prirned (if requlred) Jotnts,leave bead unlform sLze & smooth.
DIVISION EIGHT - DOORS. WINDOWS. GLASS & HARIX'IARE
SECTION 8A . METAL DOORS A}.ID FRAI.,IES
8A.1 ALIJI,III{IFI FRAIT{ES
(a) Alumlnum flush glazed frames: 1GWNEER 'rThermal
Corerr, size 2tt X 3 718t,, exterlor glazed.
(b) Color shall match the exlsEing frames.
Note: The frame size noted above supersedes the slze
shown on the Archltectural Drawlngs.
8A.2 DOORS, SWrNG
(a) Alurntnum swing doors: KAWNEER, rrl-Linerr #1OOO
series, wlth Ltr tempered glass, clear. Pull
B-1.
8A.3 mORS, SLIDING- AUTOMATIC
(a) Bi-partlng automtrtic sltdtng door shall be
BMN chain drive, electric function. 5t -Orr opening
clear.
Supplier: Cormnercial Services, loc.
Denver, Colorado(b) Color shall match the existlng frames.
SECTION 88 . GLASS
88.1 GLASS . PRODUCT
(a) Provide heaE-strenghtened (tempered) flass where
called for on the Drawings or in Ehese Speclficatlons,
and where such tempering would be required under
provistons of the Uniform Bulldtng Coder 1979 ed.
(b) Insulatlng glass shall be double sealed glazlng of
two sheets ft' clear plate wlth t" air space beEween.
Note Ltem (a) above for tempered glass.
8B.2 GIAZING
(a) Use glazing compounds and preformed glazlng sealants
approved for the appltcatlon and , except as
11 otherwlse specifled, conformlng to the Glaztng
l'tratertals porElon of che FGMA Glazlng Manual .
(b) Provlde all ml scellaneous g1-azLng accessorles
requlred.
,.,
. ? DIVISION NINE - FINISHES
SECTION 9A - GYPSI.JM WALLBOARD
9A.1 PRODUCT
(a) Gypsr:rn board shall be 5/8'r thick and flre-rated withtapered edge joint.
9A.2 APPLICATION
(a) Use lengths as long as practlcal to minlmize joints.
(b) Construct all outside corners wlth metal bead.
(c) A11 lnstallation shall be by strlct accordance to manu-facturer I s speeifications.
(d) A11 finish shall be srnooth. No spray on texture.
(e) t{alls wlll receive base.
SECTION 98 - ACOUSTICAL TILE
98.I PRODUCT
(a) A11 acousLical lay-in tlle and grid shall match exisring.
98.2 INSTALLATION
(a) Wall angle shall install after painEtng of walls.
(b) Install no tile unEil all inspection approvals are meEfor work above ceiling.
SECTION 9C . SYNTHETIC PI,ASTER
9C.1 PRODUCT
(a) Syntheti.c resln plaster= S10
9C.2 APPLICATION
(a) Follow manufacturerrs specificatlons for installation.
(b) ReLnforce joints in gypsurn sheathing prior to lnstallatlon.
(c) Color & texture to be chosen later by archltect & owner.
Sample shall be submitted to archltecE prlor to any work.
(d) Provlde reLnforced outslde coxrrers.
SECTION 9D . FLOOR COVER
9D.1 PRODUCT
(a) Owner shall selecL all- floor covering. These ltems shall
be consldered a change order Eo thls contract.
.te
SECTION 9E - PAINTII{G
98.1 GENEML REQUIRETT,TdNTS
(a) Palnt and finish all interlor and exterior unfinishedsteelI galv. rnetal , wood and drylall.
(b) Flnish all millwork. Include ln finish all fine
sandlng and easlng corners.
(c) Do not palnt any flntshed hardware, I.D. plates,
code labels, ect.
98.2 WORKMANSHIP
(a) All paint mat.erials shall be in original containers
and applled as per manufacturers reconrnendaEions.
(b) Score all paints and finlshes ln one space on theproject. Avold paint damage to floors and other
surfaces.
(c) Acceptance or reJectl-on of work shall 1n no way
be dependent upon the lack of skill of the Ehepalnter.
9E.3 SUBII{ITTALS
(a) Wlthln 15 days of award of Contract, sutrntt
manufacturer of palnts and flnishes intended for
use.
(b) Architect shall seleet colors and glosses frompalnterIs submittals.
9E.4 SCHEDTJLE
(a) Gypsr.rm board: (2) costs latex patnt. Extra coatsrequired for lack of coverage.
(b) Hardwood millwork: (1) coat of sanding sealer.(1) coat satin varnlsh.
(c) Galv. Metal: (1) coat zinc chromate prlmer. (2)
coat semi-gloss alkyd enamel.
(d) Exterior siding: (1) coat Olymptc opaque staln.
(e) Mlsc. Interi-or Pine Trim: (2) coats semi-gloss
alkyd enamel .
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