HomeMy WebLinkAboutProjects & Original Build - 1983-1991 (CO). (o CoNSTRUCT|ON PERMTTt.:V.. I
-
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departmont of community development
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
fil eurLorruc ! pluMerNc
f,| elecrnrcll D FoUNDATToN
n MECHANTCAL tr
NOTE - COPY OF PERMIT TO4/30/86 DATE
DATE
BE KEPT ON JOBSITEour 5/s/86
002q5CI
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2.occuPANcYGRouP a(* x rn u
orvrstoN r@aoe
GEN€RAL DESCRIPTION OF WORK :
TENANU FINISH AS PER DRAWRING
PERMIT NO.
-
z9
F
J
BUILDING qnn nn
ELECTRICAL 400.00
PLUMBING
TIECHANICAL 150.00
IU IAL l I ,ucu. uu
TYPE GROUP G.R.F.A, VALUATION PERMIT FEES
II lh A.?2 .050 - 00 BUILDING PERMIT EA nn
0\5>\Ial
$t-/Qs
+tr}\(4vr;
PLAN CHECK 3s.00
ELECTRICAL 45 .00
NEWI ATTERATIONTYI ADOITIONAL REPAIRI PLUMBING
DWELLING UNITS
-
ACCOMMOOATION UNITS
-
MECHANICAL 15.00
HEIGHT IN FT.
-
ru\rneplaces RECREATION FEE
DESIGN REVIEW BOARO
CLEAN-UP DEPOSITExrwALLSl I V V USE TAX
TOTAL PERMIT FEES $ 149.00
_ GARYJ'uRMIN / _: 5/AL6 _ _ _
UILDING OFFICIAL DATE
- SICK PITMAN-
]NING ADMINISTRATOR DATE
ADDITIONAL PERMITS N€EDED:
Y N INITIAL
ST. CUT I -|rrl
BLASTING ONING & BUILDING NOTES:
PARKING
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan,with all T nances ancl state
laws, and to build this structure according to the Town\zoning and design
reto.review approved, Uniform Building Code and other ordi of the icab
OF OWNER OR CONTRACTOR FOR HIMSELF
AND THE OWNER.
FILING
JO8 NAME:
GENERAL
CONTRACTOR
rrnu INTERIORS 0NLY
TOWN OF VAIL REG. NO.
LECTRICAL
CONTRACTOR
prnu NEW ELECTRIC
TOWN OF VAIL REG. NO.
PLUMBING
CONTRACTOR
TOWN OF VAIL REG. NO.
FIRM HI6H GOUNTRY ST. MTt.
TOWN OF VAIL REG. NO.
949-0035
OTHER
CONTRACT
TOWN OF VAIL REG, NO.
TELE.
[',J onx 58ff I,onre 4'Vo'ib
NOTE _ COPY OF PERMIT
FOLLOI.IING IS NEEDED FOR FILING PERMIT
Letter from Condo Assn. (i f appl j cabl e)
2 sets of complete drawings (if no
drawings, two complete explanatjons
of vrork.
T L!T
TO lr't
2)
lmn -*department of community development
PLEASE FILL OUT I,IHERE THE ''X" MARKS ARE!!
TYPE OF PERMIT
E eutlor.rc
EF rr-rcrRtcal
D!!Ef-t"tEcHaNtCaL
PLUMBING
FOUNDATION
Aq DESCRTPION OF WORK
r. TYPE oF coNsrRucnoN t v(i\v v t4
L-/
z. occupencv cnoui n@e x r n u
l€!a 3 4
'
-Toy'r.c,t^X
MECHANICAL
TYPE GROUP G,R.F.A, VAL PERMIT FEES
FILING
JOB NAME:
OWNER
ARCHITECT
ADDITIONAL I R€PAIRNEW( } ALTERATION
ADDITIONAL PEFMITS NEEDED:
INSULATION:FIFIM
MAIt ADDRESS
DESIGN REVIEW BOARD
GENERAL
CONTRACTOR TOWN OF VAIL FEG. NO.TOTAL PEBJT4IT FEES
Qr"r*,.o.-
CONTRACTO
PLUMBING
CONTRACTOR
MECHANI
CONTRACTOR
OTHER
CONTRACTO
TOWN OF VAIL REG. NO.
lhereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plol plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot pl\, lo comply with all Town ordinances and state
laws, and to build this structure according to th\Town's z94ing and subdivision codes, design
rdi
SIGNATURE OF OWNER OR
ANO THE OWNER.
ol tf9 Town applicable thereto.review approved, Uniform Building Code and
CONTRACTOR FOR HIMSELF
TOWN OF VAIL REG. NO.
BUILOING
oo
a"
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Wfu1vro9\t '
=
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O
INSPECTION REOUEST
PERMI
DATE
.':.'\ - *\i\\,.\
T NUMBER OF PROJECT
=
-\r\-\\ JoB NAME
CALLER N.
INSPECTION:MON TUES WED (G.) FRI nvr GalREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
ON / STEEL
PLUITIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr POOL/ H. TUB
tr SHEETROCK NAIL
\s\\)
ELECTRIGAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
, APPROVED
CORRECTIONS:
tr DISAPPROVED REINSPECTION REQUIRED
;
PERMIT NUMBER OF PROJECT
DATE
!i,II . JOB NAME
,/INSPECTION REQUEST
I TOWN OF VA|L
INSPECTION:
CALLER
TUESMONREADY FOR
LOCATION:
WED THUR ,FRI
I
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERO FRAMING
n ROOF & SHEER" PLYWOOD NAILING D GAS PIPING
E] INSULATION tr POOL / H. TUB
O SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICALT
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
ET FINAL tr FINAL
,.8 APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
" | -- i,
' t t. ,.-l t
JOB NAME
INSPECTION REQUEST
VAIL
a
PERMI
DATE
T NUMBER OF PROJECT
I
TOWN OF
INSPECTION:
CALLER
MON TUES WED lHUR PMAMFRIREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL / H, TUB
tr SHEETROCK NAIL D
D
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr
tr
SUPPLY AIR
tr FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
f
_,,' v -\ t
PERMIT NUMBER OF PROJECT
oor, ,lr" / - (i JoB NAME
rN#cnoN REeuEsr
READY FOR
LOCATION:
INSPECTION:MON TUES WED THUR FRI
TOWN OF VAIL
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r-1 ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
D
tr FINAL tr FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
tr HEATING
EI ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE
-.
-INSPECTION REQUEST
TOWN OF VAIL
oor, , , -S _i3_o ,o, 1,o"r.r. t:_)r.. \,.*s.rr,..ri.*I\ -i$ *i.ltt t
cALLER \',\rr,'..r-i,)tNv-
nnr (F[;
;-,/
,\
PEBMIT NUMBER OF PROJECT
READY FOR
LOCATION:
INSPECTION: MON WED THUR FRI(lIUES)
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
FRAMING
A ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
\
tr FINAL
tr-APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
-*-:d-DATE INSPECTOR
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
NOTE _ COPY OF
DATE 4122/A6
PERMIT TO BE KEPT ON JOBSITE
DATE OUT 4/25/86 002435
depenment of community development
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCEOF PERMIT
TYPE OF PERMIT
u.( BUTLDTNG
ffi rlecrnrcel
R MECHANTCAL
trntr
JOB NAME:L PROFESSIONAL BLDG.
rrnm INTERIORS ONLY
,orn* o, uo,a"ru. "o.
.ffi
NEtl ELECTRIC
PLUMBING
TOWN OF VAIL REG. NO.
MECHANI
F|RM SIBTEY nEutgIl'lG
rowH or vrru neo. ro. 134-P
827-5736
OTHER
CONTRACT
TOWN OF VAIL REG. NO.
TELE.
r.wPEoFcoNsrRUcnoN rrr@rv, /Af
2. OCCUPAI,ICY GROUP AB E H IR M
DIVISION 122e34
GENERAL DESCRIPTION OF WORK :
-
INSTALL STORAGE ROOM IN STAISIELI
PERMIT NO.
-
zI
F
J
BUILOING 600.00
ELECTRICAL 200.00
PLUMBII{G
MECHANICAL 100.00
$ 900-00
TYPE GROUP G.B.F.A. VALUATION PERMIT FEES
III Th B-2 900.00 BUILDING PERMIT 2?. nn
\
Oo\i
$3
r\To
\0\$\J
PLAN CHECK 14.95
ELECTRICAL 36-00
NEW ALTERATION () AODITIONAL{^) REP^IR ()PLUMBING
DWELLING UNITS
-
ACCOMMODATION UNITS
-
HEIGHT IN FT.
-
NO, FIREPLACES
MECHANICAL 15.00
RECREATION FEE
INSULATIOI
FLOOR
TYPE THICKNESS N-VALLUE DESIGN REVIEW BOARO
CIEAN.UP DEPOSIT
EXT. WALLS I I | | ./l| /U / / t^USE TAX
BOOF
rYPE ELEc. /
OF
HEAT soLAR
TOTAL PERMIT FEES $ 88.95
GARY I'flJRMIN $ 4/24/86
ADDITIONAL PERMITS NEEDED:
Y N INITIAL
sr.cur | | |
LDTNG OFFICIAL DATE
RICK RI[IOT!( PYLMAI'I
ING AOMINISTRATOR DATE
BLASTING {ING & BUILOING NOTES:
PARKING
I hereby acknowledge that I havo read this appl filled out in full the information required,
completed an accurate plot plan, and state that all the required is correct. I
agree to comply with the information and plot plan, to with
'lfl
ordinances and state
laws, and to build this structure according to the T rvrsron
review approved, Uniform Building Code and other
ply
appli
FOR HIMSELF
l^lonxSlt{._
PLUMBING
FOUNDATION
NorE - coPY oF PER",t to ,lti'
l, oere -442=ts5- 2)
FOLLOWING IS NEEDED FOR FILING PESMIT.
Letter from Condo Assn. (if applicable)
2 sets of complete drawings (if no
drawings , two compl ete expl anat ions
department of community development
PLEASE FILL OUT I,JIIERE THE "X" MARKS ARE!!
TYPE OF PERMIT
!
D!
E
E
E
BUILDING
ELECTRICAL
MECHANICAL
,-1
(
(
I
{
LEGAL
fesc.
LOT BLK
FILING
JOB NAME: Vail Professional B1dg.
OWNER NAIdE
MAIL ADDRESS
CITY PH.
ARCHITECT FIRM
MAIL AODRESS
CITY PH.
GENERAL
CONTRACTOR
rrnu INTERI0RS ONLY
TOWN OF VAIL REG. NO.
TELE. /, 't A_1 9e1
lr.r*,"o..FIRM IillrE E LEqT.
TOWN OF VAIL REG. NO.UlJI\ l nrt\, l Lrl(
rELE. qaq-4651
PLUMBING
CONTRACTOR
FIRM
TOWN OF VAIL FEG.No-
MECl{AN ICAL
CONTRACTOR
FIRM Siblev Plumbins
TOWN OF VAII. REG, NO.
TFf F 91'7 -<'7 2,4
OTHER
CONTRACTOR
FIRM
TOWN OF VA|L BEG-I{O.
TELE.
r. TYPE oF coNsrRucnoN r n@w v I f+fr
2. OCCUPANCY GROUP AB E H IR M
DIVISION t22at4
GENERAL DESCRIPTION OF WORK : j+s*alL-
6f .rrarr6 r..\/\m i n af2i r'r.ra1-l
tof work
zo
E
BUILDING
ELECTRICAL 200.00 x
PLUMBING
MECHANICAL 100.00 x
ToTAL soo-oo X
TYPE GROUP G.R.F,A. VALUATION PERMIT FEES I
G,&f)-L 7d0 ,o'BUILDING PERMIT 23-'"
PLAN CHECK ( -f .qt
ELECTRICAL 3 c, *
NEw( ) ALTERATToN ( ) AoDrfloNALOd REpAtR( )PLUMBING
DWELLING UNITS
-
MECHANICAL l{.oo
HEIGHT IN FT.
-
NO,FIREPLACES RECREATION FEE
DESIGN REVIEW BOARO
CLEAN.UP DEPOSII
,-r at
USE TAX
TYPE
OF
HEAT soLAR
TOrAL PERI4{r+EES 57 ..?<
,#{fu-%=+-#@-)rUt€- - +t-f,
IONING AOIXI6TRATOR DATE
& BUILDING NOTES:
PARKING
I hereby acknowledge that I have read this appl on, tilled out in full the information required,
completed an accurate plot plan, and state that all tf
agree to comply with the information and plot plan,com ply Town ordinances and state
laws, and to build this structure according to the
review approved, Uniform Building Code and other
's zon d
T
division codes, design
icable thereto.
SIGNATURE OF OWNER
AND THE OWNER.
OR CONTRACTOR FOR
r'(t tt {,rc r^{,
;r' Dccr ? \.rmt) -_S
It t". .i.. ,.r;1,,f\ -i
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PERMIT NUMBER OF PROJECT
DATE 5's ilf ,o,NAME
CALLER
TUES WED THUR FRIREADY FOR
LOCATION:
INSPECTION:
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
-
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr GAS PIPING
tr POOL / H. TL'B
n_
r-r _
tr FINAL
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
-
n_
tr FRAMING
n ROOF & SHEEB" PLYWOOD NAILING
tr INSULATION
tr SHEETROCK NAIL
tr
tr FINAL
ELECTR!CAL:
tr TEMP. POWER
tr ROUGH
tr CONDUIT
tr FINAL tr FINAL
F,APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
i-.|!
'JINSP-ECTION REQUEST:
TOWN OF VAILPERMIT NUMBER OF PROJECT
DATE
.' | ')1 ..., \r - ' \tr' Joe tiRNle
WED.;INSPECTION:
CALLER
MON TUESREADY FOR
LOCATION:
"..'.'.
t. '...'.\1".,
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr
tr
tr
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
tr
tr FINAL tr FINAL
qAPPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
PERMIT NUMBER OF PROJECT
DATE )\-:t \'( JoB NAME
READY FOR
LOCATION:
INSPECTI MON TUES W ED THUR
.{}{ ff I tt ,:,
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
O FOUNDATION / STEEL tr ROUGH / D.W.V.
tr ROUGH / WATERFRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION
SHEETROCK
tr POOL/ H. TUB
tr FINAL
ELE
o1
trF
trc
tr_
MEGHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
.APPROVED
CORRECTIONS:
tr DISAPPROVED T] REINSPECTION REQUIRED
nln, O :-, /
DA1E //llt\ -l I{O tNSpEcroR
' , \1*DATE .-' \
rNstnoN REouEsr:
VAIL
\..
OF
! JOB NAME
(1G) *=o rHUR FRr
L.-...AM €NTREADY FOR
LOCATION:
INSPECTION:
,']
BUILDING:PLUMBING:
tr
tr
FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
FOUNOATION / STEEL
tr
tr
tr
tr
h
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr POOL / H. TUB
o
INSULATION
SHEETROCK
i'
FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
D
tr SUPPLY AIR
D
tr FINAL tr FINAL
APPROVED
)RRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
INSPECTOR
NOTE _ COPY OF
D^rE --!LL$186-
PERMIT TO BE KEPT ON
DATE IN 4/T0/86
JOBSITE r\ . \
\r*\\t\OO Z),t.2
\S
R..,L\CONSTRUCTIOI PERMIT?.^. l>
department of community doelopment
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
utr
D
Mmn
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION
r.rYPEoFcoNSrRUcnoN rrr@rvu 4n
2. OCCUPANCY GROUP ABE H IR M
OfVfSION 122a34
GENERAL OESCRIPTION OF WORK :
INTERIOR PARTITIONS FOR OFFICES
TYPE GROUP G.R.F.A- VALUATION
LOT UnF'l etted
FtLtNG 953 S. FR0NTAGE RD.
*
Snh.v"
JOBNAME: VAIL VALLEY FOUNDATION OFFI
clw IXX Avon pH.949-4922
ACCOMMODATIO, i UNII.S
-
NO. FIREPLACES
INSULATION:
) REPAIR ( )
ARCHITECT F|RM pETER t00MS
GENERAL
CONTRACTOR
elxi, RUDER RIENECKE CONST
TowH or vAtL nec. No. "'-^TOTAL PERMIT FEES
GARY MURRAIN
--rid .uy]-uo4-
NING ADMINISTRATOR
NEI,I ELE
l.l'v-L
TOWN OF VAIL REG. NO.
949-465r
PLUMBING
CONTRACTOR
FIRM ALPINE MECH.
rowx or vrt neo. ruo. 142-P
949-7052
I hereby acknowledge that I hav6 read this application, lilled out in full the information required,
completed an accurate plot plan,-qnd state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances otthe Town aprjicable thereto.
grdJY - (-utLet o
+*qb € rtttp-/-otts
TOWN OF VAIL REG. NO.
OTHER
CONTRACT
TOWN OF VAIL REG. NO.
TELE.
PERMIT NO.
tlt pd||iary/vail
DATE 4-/O-EC
f !]E FI!LEO OUT COI,IPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
Fl autornc Al8 rlecrnrcnr D: I f.lEctJAf'ltCAL D /N
LOI
FILING
PLUMBING
FOUNDATION
PERMIT NO.
/OoO
BUILOTNG PERM IT
SIGNATURE OF OWNER
ANO THE OWNER.
od
PERI/ IT FEES
llr NA^/E , Uo"_!
ratltTECT fri
OWELLING UNITS
HEIGHT IN FT.,nQ(Q'
f.!,\lLA
CIIY
,,,,*, /ia L;.lc
to*" or uo'.
^ec. r.ro. I l? A
INSUTATION:
FLOOR
€XT. WALLS
TYPE
OF
EL€C \L
T
AOOITIONAL PERMITS NEEOEO:
/a
76
ATE
TELE
ti8M II
tr.Bft
IClY.fi OF VA|L REc NO.
Vc
ST. CUT ISTRATOR OATE
BLASTING ZONING & BUILDING NOTES:
PARKING
lhereby acknowledge thal lhave read this application, filled out in full the inf ormarion required.
completed an accurate plot plan, and state that all the information provided as required is correcr I
agree to comply with the information and plot plan, to cornply with all Town ordinances and slate
laws, and to build this structure according to lhe Town's zoning and subdivision codes. desrgn
rcvi e w a p p roved, U n i f o rm B u i I d i n s co d e a n d "rUyffi U; U,Z :
',: i:'rtANlCAL
J-).1 IIlACTOR
ll
orilEft t ItaH
T OltvI'J OF VAIL F EG. NO.
TILE
trr (
nL''-tro^,
'J{. !.rAL
'J{AC IOI]
,a:,'ji?l;
r. TYPE oF coNsrRucrroN r n@v v /
2. OCCUPANCY GROUP A B EH IR M
Dtvrsr0N
TYP€ GROUP G.R.F.A. VATUATION
7oo''z
NEW (\q ALTERATION ( 2+ AOoIT|ONAL (r() z REPATR ( )
z
tr
8U rL O t G
ELECT R ICAL
PLUMSING
MECHAN ICAL
PLAN CHECK
€LECTRICAL
PLU M BING /(), o'
MECHANICAL
RECREATION FEE
OESIG N REVIEW BOARO
CLEAN,UP OEPO5IT
TOTAL PERMIT FEES
,./q -
rowN oF vAtr FEG. No ltlZ P?a{2-
r'.t rrl,\CIOR
PERMI
DATE
T NUMBER OF PROJECT
]
INSPECTION
TOWN OF
REQUEST'
VAIL\" \ .:\. '!i T '.L JoB NAME i'.t ..\.
INSPECTION:
CALLER
TUES)READY FOR
LOCATION:
il-.A14_- l,,
BUILDING:
E FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
E nouor / D.w.v.
li
F ROUGH / WATERh pRRtr,rtwc
- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr
tr
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr tr FINAL
tT APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
1.-
*i/zz
PERMIT NUMBER OF PROJECT
t
INSPECTION REQUEST-
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTION: , MOlt\-"TUES WED THUR FRI AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEE.
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL / H. TUB
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr SUPPLY AIR
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
PERMIT NUMBER OF PROJECT
DATE
-
JOB NAME
-t-
INSPECTIONTOWN OF
REQUEST'
VAIL
i":. t Ii .' ' .
CALLER
TUESREADY FOR
LOCATION:
INSPECTION:MON
ir
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr
tr
tr
D
tr
tr
ROUGH / WATER
- ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETBOCK NAIL
tr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr
o
tr
SUPPLY AIR
tr FINAL FINAL
ErlAPPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
/,DATE I INSPECTOR
,l t7 I ,..-
)
INSPECTIONTOWN OF
REOUEST.
VAIL
r.:il.
-
PERMIT NUMBER OF PROJECT
READY FOR
LOCATION:
INSPECTION:
JOB NAME
/\rMONi
CALLER
TUES .WED THUR FRI
DA1E : " i'-'(
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
T] UNDERGROUND
tr ROUGH / D.W.V.O FOUNDATION / STEEL
tr FRAMING D ROUGH / WATER
,- ROOF & SHEER" PLYWooD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
O SHEETROCK NAIL tr
tr*.ffi ,'/l :i'r::-'tr FINAL
ELEGTRIGAL:MECHANICAL:
CTTEMP. POWER tr HEATING
E
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FJNAL tr FINAL
,:{T'APPROVED
CORRECTIONS:
tr REINSPECTION REQUIRED
DATE INSPECTOR
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
NOTE - COPY OF PERMIT TO BE KEPT ON JOBSITE
o^rE --41+1186 002'{l-6
departmont of community development
TO BE FILLEO OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
!
D
D
un
D
BUILDING
ELECTRICAL
MECHANICAL
LEGAL
]esc.
LOT BLK
FILING
JOB NAME:
OWNER
MAILADORESS qqq q Fyytntana
crw Vai I pH. 6-6415
ARCHITECT
CITY /" PH.
GENERAL
CONTRACTOR
FIRM INTERIORS ONLY
TOWN OE VAIL REG. NO.
lrr.r*,.o'.FIRM
TOWN OF VAIL REG.NO.r,\ItrK,tutLrK
PLUMBING
CONTRACTOR /\/
TELE.
MECHANICAL
UUNIKALI(,I(
fELE-
OTHER
CONTRACTOR
FIRM
TELE.
fr pd.Lry^rsil
r.wPEoFcoNsrRUcroN rrr@rv, /AR
2. occuPANcY GRouP n@ x rn u
Dtvlstoil r@at+
GENERAL DESCRIPTION OF WORK :pFMnnFl FvTqTTNll eDAaE nN ?nll El AAD
PERMIT NO. --_'-
2
F
J
BUILDING 4TCUU.UU
ETECTRICAL 500 -00
PLUMBING
TO HAVE A LARGER OFFICE .MECHANICAL
TOTAL 3.000.00
WPE GROUP G.R.F.A. VALUATION PERMIT FEES
III lh B-2 3,000.00 BUILDING PERUIT 54.00
:\x
RN
b.--:st\..n
Ys
PLAN CHECK J5. UU
ELECTRICAL 45.00
NEW () ALTERATION (X)I ADDITIONAL () REPAIR (PLUMBING
DWELLING UNITS
-
ACCOMMODATION UNITS
-
HEIGHT IN FT.
-
NO.FIREPLACES
MECHANICAL
RECREATION FEE
R.VALLUETHICKNESS DESIGN REVIEW BOARO
CLEAN.UP OEPOSIT
USE TAX
ROOF
TYPE
OF
HEAT
GAS
WOOD
TOTAL PERMIT FEES 134.00
GARY MURMIN 4/14/86
AOOITIONAL PERMITS N
ST. CUT
EEDED:
Y
I
I
N INITIAL
lr ,l
,ILDING OFFICIAL OAT=E
INING ADMINISTRATOR DATE
BLASTING VI )NING & BUILDING NOTES:
OEMO tl
I hereby acknowledge that I have read this application, filled out in full the intormation required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other ortinances of the Town applicable thereto.
FOR HIMSELF
I
o
o
's.''),L^Jor K S)'''ee f
-
:r.-\
i
ilL"ff {*T|+"$"ETt{ilf
f, |}'A',f I'ffif ilng'nREiln"''
ts Ou't-O,t,c'O elecrnrcnt
D r'rEclrAlilcAL
hm ilrail
depar tment of community dovelopmont
PLUMBING
FOUNDATION
D
D
D
r.oTX
X
Y
Y
(
(
tEG^L
oEsc.
ov/NEn
Local Add.
ANCHIIECI
GENERAL
COIIIRACIOR
Et ECTRICAL
corrrRAcroR
PLUMEING
COIIIRACTOR
r,rEcHANtCAt
coNlRAcr
BLK+__
HUNG
DAIE
vlo rk . ..
PEN'ilIT FEES
6UIIOING PERMII
PtAN Cu€CX
ELEClntCAr.
PLUMEING
MECHANICAL
RECREATION TEE
OESICN R€VIEW EOARO
Ct€AN,UP OEPOSIT
USE TAX
TOTAL MIT FEES
AIOn
ZONINO A SUILOING NOTES:
I hereby acknowledge lhat I have read thls appllcallon, lllled oul In full lhe Informalion requlred,
xxxx)(xxxxnn,.
:
,t..Address L+7b:.bq t 5crlY ------?tr:-
1b-
TOWN OF VAIL REG. NO.
q53 <, Fro,',-1a d<..NA|LApDnESS-l__
T EI. E.
compleled an accurate plol plon, and slate that atl lh€ Informallon providcd as required is corecl. I
agree lo comply with lho Informallon and plol plan. lo Fomply wlth all Town orrjinances and slalo
laws. and to build lhls struchrre accordlng lo the Topn's ronlng and srrbdivislon codca. dL'sign
revlew approved. Uniform Building Code and other oy0lnancoi o, the Town applicable lhetelo.
t YPE OF CONSINUCIION
2. OCCUPANCY GNOUP
tt$)wv r
r6extnm
DWELLINGUNIIS
-
ACCOMMOOATION UNIIS
-
GENERAL OESCNIPIION OF WONX :
r,rEw ( ) ALIEnArOl.l
H€IGHT IN FT.
-
NO,FINEPLAC€S
INSULATION:
JOB NAhIE:
TOWN OF VAIL FEG. NO.
OIHER
AFAot/€ ttlrl
4t-----'-- <&RPET IN6\
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oR peLOCATe
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4-- - --1/---/
tgvt.Al4+ TROW,E" U^VL,.
PERMIT NUMBER OF PROJECT
DATE ,.),i. i',!y; JOB NAME
t
INSPECTION REQUEST
TOWN OF VAIL
t.:.) .,: (-.'
READY FOR
LOCATION:
INSPECTION:MON WED THUR FRI
CALLER
1TUES )PM
BU!LDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
.- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
D
ri rrruRl tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FIML tr FINAL
sdppnoveo
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
,/'-l ,t '-. tDATE ,/'.-'r., ; INSPECTOR
PERMIT NUMBER OF PROJECT
-INSPECTION REOUEST
TOWN OF VAIL
t-: .
DATE
i
- .l ; ; lJ /
INSPECTION:
JOB NAME
MON
CALLER
TUES PMFRIREADY FOR
LOCATION:
WED THUR
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
O FOUNDATION / STEEL
tr FRAMING
|- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION o
E
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL D FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
E4$-PRovED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
{ rti ''
rt I
/\,TNSPECTTON: ( n/lOruJ\'-'_-.--
CALLER
TUES,
n,_
WED THUR FRI PMREADY FOR
LOCATION:
INSPECTION REQUEST\ TOWN OF VAILl/ li I ., -, &,,t' 'j,, i :, yDATE $/-..lrli't JoB NAME
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
D FOUNDATION / STEEL
tr FRAMING
rr ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
D SHEETROCK NAIL tr
tr
O FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
d noucH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
,i! APPROVED
" CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE
]cx, \\\t,,
PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:MON
NAME
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEER
" pLYWooo NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr
tr
n
D FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
E CONDUIT tr SUPPLY AIR
Dr-
tr FINAL tr FINAL
APPROVED -tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
]
INSPECTION
TOWN OF
REQUEST t
VAIL
,f\
DATE
t t1' *. r'l! JoB NAME
INSPECTION:MON WED THUR '- FRI -,',".o[ .. pM
CALLER
TUESREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
ff rnnvtr.rc
'- ROOF & S tr GAS PIPING& SHEERtr ijfivido;'r.r-ii I r r.r c
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
$.
tr FINAL
tr
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
trFl
tr
tr FINAL
tr APPROVED
CORRECTTONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
Li' .",,DATE INSPECTOR
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE @?6?*t, 2/6/86 00 23nr
department of community development
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
trn!
nan
BUILDING
ELECTRICAL
MECHANICAL
FILING Vail Professional Bldg
JOBNAME: Thank you Masked l4an
FIRM AJ EnterPrises
TOWN OF VAIL REG. NO.
GENERAL
CONTRACTOR
F'RM Eagl e Val 'ley
TOWN OF VAIL REG. NO.
PLUMBING
CONTRACTO
TOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO.
MECHAN
OTHER
CONTRACT
TOWN OF VAIL REG. NO.
TELE,
T.TYPE oFcoNsrRucnoN r rr@rv v
2. occuPANcY GRouP a@ x rn m
DrvrsroN t@" z +
GENERAL DESCRIPTION OF WORK ;
en'l .i+ nna cneaa in +urn
PERMIT NO.
-
z
E
J
BUILDING 2 .000
ELECTRICAL 1,000
PLUMBING
IiIECHANICAL
2 nnn
TYPE GROUP G.R,F.A. VALUATION PERMIT FEES
II thr B-2 3,000 BUILDING PERMIT 54. 00
rT
O
ao
v)
$
PLAN CHECK 35.O0
ELECTRICAL 45.00
NEW ALTERATION ( V) ADDITIONAL() REPAIR(PLUMEING
DWELLING UNITS
-
MECHANICAL
HEIGHT IN FT.
-
NO. FIREPLACES RECREATION FEE
R-VALLUETHICKNESS DESIGN REVIEW BOARD
CLEAN.UP OFPOSIT
EXT wALLsI I I USE TAXRooFl ll
TYPE
OF
SOLAB
HEAT
GAS
wooD
TOTAL PERMIT FEES 134.00 v
bary Hurra fn Ll
'ulabADDITIONAL PERMITS NEEDED:
,r,!, , @
sr cur I lx I
,tLDrNc oFfrctaL Pyi rnan DArE
'NING ADMINISTRATOR DATE
BLASTING )NING & BUILDING NOTES:
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other orCinances oJ the Town applicable thereto.
AND THE OWNER.
[^J on x SEEr***___/tr
community development
PLEASE FILI. OI]T WHERE THE ''X'' MARKS ARE!!
TYPE OF PERMIT
NOTE
l, oere
- coPY oF PERMTT to
'
ll't
2)
FOLLOWING IS NEEDED FOR FILIIIG PERMIT
Letter from Condo Assn. (if appljcable)
2 sets of complete drawings (if no
drawings, two complete explanations
6
mn
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION
n
D!
d
LEGAL
lrsc.
LOT BLK
FILING
-rot **E' l /Bl^(fa-8,-#ln ztrt
OWNER ffi
crrv Lilai I f; pn.W{gz
ARCHITECT
CITY
MAIL AODRESS
PH.
GENERAL
CONTRACTOR
,,^u OM-L.?,rA
,o** oJuo,. ".u. *o.
-
TELE.
Q.r.r*,"o,-
CONTRACTOR
r,^r(fusr br V\i d
-
TowN clF vert REG. No.
TELE.
PLUMEING
CONTRACTOR
FIRM N/ n-;;;;;;;Zil"
TELE.
MECHANICAL
CONTRACTOR
ffiLOIVN OFVAIL FEG, NO. iI,
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
TELE.
l. TYPE OF CONSTRT..'CTTON I tgJ.tl V "^
2.occuPANcYcRo JP e@x rn u
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GENERAI DESCRIPTION OF WORK : -----:-1OI t'* zr ao ldso )t1^ *-n
,of vro rk
z
tr
BUILOING ooo
ELECTRICAL /ood a'o x
PLUMBING x
MECHANICAL x
ToTAL <&o o- x
TYPE GROUP G,B.F.A. VALUATION PERMIT FEES
ijfi tttk fr-z 3@o'=BUILDING PERMIT 5lu
PLAN CHECK 73."
ETECTRICAT 49-'
NEW ALTERATIONI)O ADDITIONAL I REPAIR PLUMBING
DWELLING UNITS
-
ACCOMMOTION UNITS
-
HEf GHT rN Fr. _ N9FIREPTACES
MECHANICAL
RECREATION FEE F--
OESIGN REVIEW BOARD
CLEAN.UP OEPOSITryrryl Arf, f'1 USE TAX
ROOF
GAS
wooo
TOTALTESMTT FEES /34.'r%_r'atu_PERMITS NEEDEO:
Y N INIIIAL ,l- lKt-7/"art"r"w
tolrnciFffrs;r{nron oATE
ING A BUILDING NOTES:BLASTING Y E-g
PARKING Y/(
I hereby acknowledge lhat I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other ordirances of the Town applicable thereto.
AND THE OWNER.
OR CONTRACTOR FOR HIMSELF
AREA T2
,' .../
\Aif P62ftssr)ncl h;ldivl.3d p{orr
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INSPECTION REQUEST
VAILPERMIT NUMBER OF PR JECT -'\ { TOWN OF
r; r'i.(- (.t i)/.DATE / ,o, ,o*
INSPECTION:MON
CALLER
TUES PMAMREADY FOR
LOCATION:
WED; THUR FRI
)-0 f .
BUI
trF
trF
trF
r-1
trll
trs
tr_
trF
a*
trT
trF
trc
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tr ROUGH / WATER
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PLYWOOD NAILING
NSULATION tr POOL/ H. TUB
SHEETROCK NAIL tr
FINAL tr FINAL
ELECTRICAL:MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
. ,fleenoveo
, CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
k
,' ,./"
,,1: l fINSPECTOR
PERMIT NUMBER OF PROJECT
I
-
t-
INSPECTION REQUEST
TOWN OF VAIL
jr, {L i'., ,, .'.'/ t'' ''' " .', .' ,.-,
'' '\ ? it It\At'aJLll
l .'-, /,1*-,1,:b JoBNAME
,l
IDATE
READY FOR
LOCATION:
APPROVED
''.,/
nnECrl6ru6:
BUILDlNG:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
t
INSPECTION REQUEST
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR ,'FRI)\.'
' llin
L- o" 6r)
\_----------
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
tr GAS PIPING
-NG
IL
tr
0
tr
tr
POOL / H. TUB
FINAL
MEGHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr
tr FINAL
:'-/APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
,'..7
:-./"-
I
INSPECTION REQUEST
PERMIT NUMBER OF PROJECT
DATE ,i:':T"- JOBNAME
CALL€R
READY FOR
LOCATION:
INSPECTION:PMAMFRIMON
TOWN OF VAIL
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
D
D
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr
tr
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tr FINAL tr FINAL
ELE
ol
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tr(
tr_
CTRICAL:MECHANICAL:
TEMP. POWER O HEATING
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tr FINAL tr FINAL
\E APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTORDATE
-,r
--
*-
INSPECTION REQUEST '.
TOWN VAI
.2,
'L' iDATE .-
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES I ,THUR'
BU
trl
trl
I
firl\rtr'i
trl
Ell
tr
ILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
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FRAMING
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING
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tr
D
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SHEETROCK NAIL
tr FINAL tr FINAL
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trI
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APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
2
INSPECTOR
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
NOTE - COPY OF PERMIT TO BE KEPT ON JOBSITE
DArE 10/17l85 0022t 5
hn
department of community development
TO BE FILLEO OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
tr
D!
a
mx
BUILDING
ELECTRICAL
MECHANICAL
FTLTNG oLDlEXAeol[I-
JoB NAME: StationarY Traveler
MAIL ADDRESS
CITY PH.
TOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO.
PLUMBING
CONTRACTOR
CONTRACTOR
TOWN OF VAIL BEG. NO.
OTHER
CONTRACTO
TOWN OF VAIL REG. NO.
TELE.
l rypE oF coNSrRUcnoN r y(;rlv u I Hf'-
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GENERAL DESCRIPTION OF WORK :
PERMIT NO.
z.
tr
J
BUILDING 7,500
ELECTRICAT z,500
PLUMBING
MECHANICAL
r0,tJ00
TYPE GROUP G,R.F.A. VALUATION PERMIT FEESIII thr B-2 10,000 EUILDING PERMIT 80.50 q
\s
Kr
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R$
PLAN CHECK 52.32
ELECTRICAL 36.00
NEW ALTERATION (tr) ADOITIONAL () REPAIR ()PLUMBING
DWELLING UNITS
-
ACCOMMODATION UNITS
-
HEIGHT IN FT.
-
NO. FIREPLACES
MECHANICAL
RECREATION FEE
R-VALLUE DESIGN REVIEW BOARD
CLEAN.UP DEPOSIT 100.00
USE TAX
TYPE
OF
HEAT SOLAR
GAS
wooD
TOTAL PERMIT FEES 268.82
Gary Murrain
t ol:s/gs
ADDITIONAL PERMITS NEEDED:
ST. CUT
Y N INITIAL-txt-BUILDING oFFICIA. - - - - -DAT-E
_ lick P:flryn_
ZONING AOMINISTRATOR DATE
zoNrNc & tlltBtc tflJfStrmBLASTING
PABKING
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
revierv approved, Uniform Building Code and other ordinances of the Town applicable thereto.
4-1-- nt '
SIGNATURE OF OWNER OR CONTRACTOR FOR HTMSELF
AND THE OWNER.
@o.h( S),,ee-l-TIIE FOLLOHING IS IIEEDID FOR FILIIIG PER^III l:l:.I.ri:I_g?Fg ,Assoc(rt jppli.iir'. j
rorrhffi)/
dcpart m en t of community dovolopmont
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S o.urLorrrc E pluMerNc, HELEcruc^L FrounonrionrLJ MECilANTCAL t l
DAI E 2 sets of conrpl ete .drawings( if' nongs two complete exp)anation of
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.comply_with all.Town or,Jinances and slatovn s zonlng arrd subdlvisjornances "irh;'iJ'";;;;;;H:ii,:,,1;:'o^ i
j
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MECHANICA
CONTRACTOT
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CONTRACTO I
rowN oF VA'L FEG- NO.
I iereby acknowledgo that l.have read thls applicatlo,comple led a n a cc ura le plo I89reo lo "orpli -ir,'irio jnP^'11,.l.nd slalo that utt tnel,
li1:r : lo ro b,jr rJ iii i,', r ;lliff ::: j,.?,o,.!, ?: 1,;1,;:,revtew approved. Unilorm E,uloing codo and othe.r oid
xxxxxxxx)(xx xy, ,,.; 2, , .-
|: SIGNATL
nrrs r nc UWNER,
Project Appllcation
^lDare |,}17 l{6
Proiect Name: VPA GlJ*f Fi^-'ot'f
Proiect Description:
Contact Person and Phone
Owner, Address and Phone:
Archiiect. Address and Phone:
Legal Description: Lot Block Filing Zone
-
Comments:
Design Review Board
Motion by:
,lo"t" rc{ll8\
DISAPPROVAL
Seconded by:
APPROVAL
Town Planner
$,,"- zts3
Replace existing window with 2 3'-0" exterior metal frame, q1lass panel doors of samedesign and from same supplier.as existinq main entryway doors. East door will swingin so as not to interfere with existing fire exit door, rvhile west Coor will swinqout. STO patches of the same texture ancl color of exisLing building will surround
ner.l doors .
ICA'C ANCA ''
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INSPECTION
TOWN OF
REQUEST
VAILPERMIT
DATE
READY FOR INSPECT
LOCATION:
r4NAME
MOll
)(
PM!.
G-
NUMBER OF
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEER
" PLYWooD NAtLtNG tr GAS PIPING
INSULATION tr POOL / H. TUB
SpHEETROCK NArL D
fl'tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
o
tr
ROUGH O EXHAUST HOODS
CONDUIT O SUPPLY AIR
D
trFl tr FINAL
,+
! u '/'a,APPROVED
"/ CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
-.,.||'--IL'l>
PERMIT NUMBER OF PROJECT
DATE
\ -./'JOB NAME
CALLER
READY FOR
LOCATION:
INSPECTION: 1'MON-,,, TUES WED THUR FRI\rr=.---"'
INSPECTION REQUEST
TOWN OF VAIL
BUILDING:PL
D
tr
D
tr
D
tr
tr
UMBING:
tr
D
FOOTINGS / STEEL UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER
FOUNDATION / STEEL
#^or,*o
!
tr
o
E
ROOF & SHEEB
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
D FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
O ROUGH N EXHAUST HOODS
E CONDUIT
t-t
tr SUPPLY AIR
n
tr FIE(AL tr FINAL
k aoveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
--.\1,ir )- rl-' \(,'-lJ
PERMIT NUMBER OF PRO,}ECT
DATE JOB NAME
INSPECTION REQUEST
-+--
TOWN OF
r.1 , , jt -t': ,.
t7-
VAIL,
lit.l .L ( -1
READY FOR
LOCATION:
TNSPf;C,TTON:
Vi,
.'{sry''
CALLER
TUES
r' -:, .,'r1
WEDsi THUR FRI
r(.'
,,46'orraoueo ,
- CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
BUILDlNG:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
n
n
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
D
tr
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL O FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
E] HEATING
d*ornn o
tr
tr
EXHAUST HOODS
tr
o
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
DATE
l'
INSPECTOR
REQUEST
f
SPECTIONINWN OF ILVA
l.' i'i::1'ff NAME
CALLER
ECT
READY FOR I
LOCATION: -
ECTION: /. MrltL 'f r, l-
)N WED THUR
-=_-AM
PMtru
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
tr
tr
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
D SHEETROCK NAIL tr
tr FINAL tr FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr
tr
o
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
IQ FINAL tr FINAL
PROVED... 1.i-T. trDISAPPROVED D REINSPECTION R EQUIREDNi
co RRECTIONS:
/,/ .'tli*:tINSPECTOR .; -y'"-z'> -/ | d 't
tl!. PdnErt; var I
DATE /t - )'- .,':'ut-
OF PROJECT
JOB NAME
tNs CTION REQUEST
t
PE
Ge
TO
READY FOR IN
LOCATION:
-
FUI 'l'(
ON TUESr\ ,.'t
WED THUR
--AM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
D
D
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr FINAL
ELECTRICAL:
I
O TEMP. POWER
MECHANICAL:
tr HEATING
EI ROUGH tr EXHAUST HOODS
EI CONDUIT tr SUPPLY AIR
tr tr
E FN^L tr FINAL
.&-*ppnoveo tr DISAPPROVED tr REINSPECTION REOUIRED
,, CORRECTIONS:
INSPECTOR
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE 10/28185 00?26'z
dopartment of community dwelopment
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCEOF PERMIT
TYPE OF PERMIT
D!!
m
mtr
BUILDING
ELECTRICAL
MECHANICAL
LEGAL
]oesc.
LOT BLK
FtLING Vai l_ Profess_ional_El_dg
JoBNAME: Antho&,s
OWNER NAME valt HroT. btog
MAIL ADDRESS
CITY PH.
ARCHITECT FIRM
MAIL ADDRESS
CITY PH.
GENERAL
CONTRACTOR
rrnu Interiors 0nl.y
rowN oFyAlL REG. No. 180-8
TELE,
Q...r*'.o.-
CONTRACTOR
E I ectri c
TOWN OF VAIL REG. NO
PLUMBING
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
MECHANICAL
FJRM
IOWN OF VAIL REG. NOUUN IKAU IUX
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
TELE.
t|ta ptlnLry/veil
I.TYPE OFCONSTRUCTTON I lt t rV V
2, OCCUPANCY GROUP AB E H IR M
DfVISION r22a34
GENERAL DESCRIPTION OF WORT
I n'itbl T
-6iiie i;' -ybi;m-' I er_i7Ffi Elffi
PERMIT NO.
-
z
tr
BUILDING 400.00
ELECTRICAL 150.00
PLUMBING
ffi MECHANICAL
66n no
TYPE GROUP G.R.F.A. VALUATION PERMIT FEESIII lh B-2 550.00 BUILDING PERMIT 11.50
e.G
$\1"i!
PLAN CHECK 7 -47
ELECTRICAL 25 .00
NEW() ALTERATION 8 ) ADDITIONAL REPAIR()PLUMBING
DWELL|NG uNrrs
-
AccoMMoonrolt tryl's
-
HElGHrlNFr.
-
* g'"affi*g!-
MECHANICAL
RECREATION FEE
DESIGN REVIEW BOARO
CLEAN.UP DEPOSIT
Exr wALLs I N0 1
t'l'^ -_Ztf7f USE TAX
TYPE
OF
HEAT SOLAR
GAS
wooD
TOTAL PERMIT FEES 43.97
GurUurreln- _ - _ I\Lzy&s
,ILDING OFFICIAL DATE
-Rick-P.yL-man - - -,nrruC nOf,lt-HtSfnlrOn- - - - - O-nre- - --
)NING & BUILDING NOTES:
ADDITIONAL PERMITS NEEDED:
Y N INITIAL
ST. CUT
BLASTING
ro.*^n f]
I hereby acknorvledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that
agree to comply with the information and plot
information provided as required is correct. I
comply with ordinances and state
ivision codes, designlaws, and to build this structure according to the T
review approved, Uniform Building Code and other o
's zoning
nces o
AND THE OWNER.
appl
Ldoc K S )r ee l-
of community dovolopmont
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BUIIDING PERI,t II
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EI.ECINICAL
PI. U I,,I B IN C
MECTIANtcAL
NECNEATIOI.I FEE
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CLEAII UP O EPO 5IT
USE TAX
TOT R[IIT FEES
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TSIRATOn
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COI,ITRACTOR
r.rEcHANtCAt
CONINACIOR
LEG^L
nt:c^
IOWN OF VAIL REG, NO.
NOFV
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TOWN OF VA'L AEC.
I.IYP€ OF COIIS IN UC IION I
2. OCCUPANCY G NOUP A
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G.n.F,A.VAL UATIONftrS 9o,c9
ljry! ) nrrcnnThH AOOIIto AL (n EPAtn ( )
DWELLING UNITS
}IEIGHT IN Fr.NO.
rr'tsutnrroru:
EXT, WALLS
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TYPE
OF
INITIAL
0tA s TtNo
PAN|(INO
UUILT)IIIG
PLUIIBING
r11,ffi
,-1.---I ornen
FON HI[I5 ELF
75 south |ronlege road
vail, colorado 81657
(303) 476-7000 ottlce ot communlly development
.BUILDING PERI{IT ISSUANCE TIME FMIIE
!f this- permi.t requi.res a Town of Vail [ire Department Approval ,Enginsep!'s. (.Pgbl ic ttorks) review and approval,. a plannin!' Depariment
review'qr: Health Department review, and a review by the euilbing
Department, the estimated time for a total review inay take as longas three weeks.
AII commercial (large or small) and all multi-family perm.its will
have to fol'low the above mentioned maximum requirements. Residentia'l
and small projects should take a lesser amount of time. However, ifresidenti.al or smaller projects impact the various above mentioned
departmentg with regard to necessary review, these projects mayalso take the three week period.
Every attempt will be made by this department to expedite thispermit as soon as possibie.
I, the undersi.gned, understand the plan check procedure and time
frame.
ww
AW v2, n((
Communi ty Deveiopment Department.
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DA,E il14 l<[5 JoB NAME
PERMIT NUMBEF OF PROJECT
READY FOR
LOCATION:
INSPECTION REQUEST
TOWN OF VAIL
daua-
CALLER
TION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDEBGROUND
tr ROUGH / D.W.V.
O ROUGH / WATER(rnnurrr'rc
\anr]FccD'I9.9I^LSjSFI tr GAS PIPINGPLYWOOD NAILING
tr INSULATION D POOL / H. TUB
tr SHEETROCK NAIL tr
o
tr FINAL tr FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
EI HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
D tr
a nflnt tr FINAL
,/.
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
t I
INSPECTION REQUEST
OWN OF VAIL
I
sECTIOSP
JOB NAME
MON
CALLER
f WED
hTlpA
READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
E FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
D
tr
E
tr
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL o
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANlCAL:
D HEATING
{^orn"
b'cottoutr
O EXHAUST HOODS
n
tr SUPPLY AIR
n
tr FINAL tr FINAL
.7.P"eeeaovE9.;,,l;
,' coRREcrtoNS:
E DISAPPROVED D REINSPECTION REOUIRED
INSPECTOR
PERMIT NUM
rNstctoN, TOWN OF
REQUEST
VAIL
a
DATE
READY FOR
LOCATION:
PROJECT
INSPECT'|ON:
JOB NAME
I
O'APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
BU
trl
trl
trl
Itri
trl
6l
tr
ILDlNG:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING
NSULATION O POOL / H. TUB
SHEETROCK NAIL cl
tr
tr FINAL tr FINAL
ELE
tr1
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tr(
tr-
CTRICAL:MECHANICAL:
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr fIIAL tr FINAL
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
NOTE - COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE 8/rl 85
00215l+
hn
department of community dwelopment
TO BE FILLEO OUT COMPLETELY PRIOF TO ISSUANCE OF PERMIT
TYPE OF PERMIT
n!!
tr
Efi
BUILDING
ELECTRICAL
MECHANICAL
r.wPE oFcoNsrRuciloN I lpf v v
2.occuPANcYGRouP Ag{tH rR M
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cENERAL DEScRTPTToN oF woRK ,'V"
t o
build telephone equiPment room
PEBMIT NO.
z
tr
BUILDING 900
ELECTRICAL 2400
PLUMBING
MECHANICAL 1251
455'l
TYPE GROUP G,R.F.A. VALUATION PERMIT FEES
III i hr B-2 455.|BUILDING PERMIT 50. 50
sa
>-.CY-A
Rt
5*-
PLAN CHECK 37.50
ELECTRICAL 36.00
NEWI ALTERATION ADDITIONAL( X) REPAIRO PLUMBING
DWELLING UNITS
-
ACCOMMODATION UNITS
-
HEIGHT IN FT.
-
NO. FIREPLACES
MECHANICAL 20.00
RECREATION FEE
DESIGN REVIEW BOARO
CLEAN.UP DEPOSIT 100.00
EXT. WALLS
ROOF
USE TAX lnn nn
TOTAL PERMIT FEES 344.00
,"o-l #*ffi&"F ttsm - - 8l Yff
Rick Pylmaff{ vgll/gsADDITIONAL PERMITS NEEDED
Y N INITIAL
ST. CUT INING ADMINISTRATOR DATE
]NING & BUILDING NOTES:
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the fown's zoning and subdivision codes, design
review approved, Unifgpm Buildigs Code and otherprdinances of the Town applicable thereto.revlew approved, untlgrm Eul|grqg uooe al
clqnlPi l*.WEI1J'?Ivul rro. rJld.l. Ltd_.
]Ez S ft6nft1< Kd.
Varl AND THE OWNER.
rtrxcVai I Profesg.,-El-dg--
JOB NAME: EAGLE VALLEY COMMUNICATION
rumE Vai'l Pmf Bldg Ltd
urrr-noonEss 950 S Frontaqe
",r,
vui I PH64l5
uo,, ooo*aaa Io[€
FIRM Shaeffer CnnstrilCtinn
TOWN OF VAIL REG. NO.
GENERAL
CONTRACTOR
FIRM Old El ec.
TOWN OF VAIL REG. NO.
ELECTRICAL
TOWN OF VAIL REG. NO.
PLUMBING
TOWN OF VAIL REG. NO,
MECHANI
TOWN OF VAIL FEG. NO.
TELE.
OTHER
CONTRACT
lh. prlnary/v.il
L^JorK Shee l-
of community development
/L"f,f {*Tlf}'ETF{ilffr Flt"{I8^I"li,f ,YAg"[fl E11'u''
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ARCHITECI
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EUItOING PERMIT
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ELECInTCAt-
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MECHANICAL
RECREAIION TEE
oEsrcN REvIEW EOAnO
CT€AN.UP OEPOSII
USE TAX
TOTAL PERMII FEES
t.ress Vlri(.cop., +zt-Ct
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rOWN OF VAIL REG. NO.
$r. 9D - 569
t]f|,t fi/z- /--2.'
IOWN OF V^IL FEG. NO.
lE!E
IOWN OF VAIL FEG. NO.
INISIRAIOR
EONINO E SUILOING NOIES:
r,tEcHANlCAt
CONIRACI
-
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rowN oF vAlL 4EO. No.
I hereby acknowledgg that I have read lhlg appllcatlon. lllled out In lult lhs Inlormation requlred.
compleied an accurite plol plan. and slale that all the lnlormallon provided as required is correcl. I
agree lo comply with tho Informallon ond plot plan, lo 0omply wllh all Town .orrjinances and slalo
laws, and to build lhls slructure accordlng lo lhe Town's zonlng and srrbdivislon codes, dcsign
'Et
E.
law3, 8nd lO build lhli iltucturo Sccordlng lo Ing I own'3 zonlng ano slloqlvlslon cooes, qc5
review approved, Unilorm Buildlng Code and olhef ordlnancos ot lho Town spplicabls lhstelo.
towil oF vAlL nEG. NO.
I€L€,
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.''ruRE OF
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?. OCCUPANCY GNOUP
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" rl TOWN OF VAIL ,-t//J/j l/') r(j l)rL\({DATE
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tr FRAMING
r-r ROOF & SHEEB" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
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tr TEMP. POWER
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INSPECTOR
CONSTRUCTION PERMIT
-mrim
department of community dwelopment
TO SE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT :
PLUMBING
FOUNDATION
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
srys 6/2U85 002110
E}ntr
Dnn
BUILDING
ELECTRICAL
MECHANICAL
0ld Texaco Site
JOBNAME: The Golden Bear
NAME Vail Prof. Bldqq5? s FrontageMAILADDRESS -"" -' '
TOWN OF VAIL REG. NO.
t County Plunb
TOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO.
OTHER
CONTRACT
I.TYPE OFCONSTRUCTION I II III IV V
2. OCCUPANCY GROUP AB E H IR M
DIVISION l?2e34
GENERAL DESCRIPTION OF WORK :
Tenant fini sLoffice urith in_lhe
PERMITNO.-
z9
F
-
BUILDING 1500.00
ELECTRICAL 500 .00
PLUMBING 500 .00
MECHANICAL 500 .00Vail Prof. Bldq. 3rd f'loor
suite 300 3000 nn
TYPE GROUP G.F.F.A. VALUATION PERMIT FEES
I II B-2 3000.00 BUILDII{G PERMIT ?q En
J-\tI\
N
u$
PLAN CHECK 25.00=
ELECTRICAL 35.00
NEW ALTERATION ADDITIONAL REPAIR(PLUMBING i0.00
OWELLING UNITS
-
ACCOMMODATION UNITS
-
HEIGHTINFT.
-
NO. FIREPLACES
MECHANICAL 10.00
RECREATION FEE
INSULATION: TYPE THICKNESS R-VALLUE DESIGN REVIFW EOARO
FLOOR
EXT. WALLS
CLEAN-UP DEPOSIT 100.00
USE TAX 100.00
TOTAL PERMIT FEES ?ln 6n
_ltevqPal-teruq _ 3/2U85
JTLDING OFFICIAL DATE
- Sick-Pylnan - - -6121/e5- -)NING ADMINISTRATOR DATE
ADDITIONAL PERMITS NEEDED:
Y N INITIAL
ST. CUT
)NING & BUILDING NOTES:
I hereby scknoyvledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this struciure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other or9inances ot the Town applicable thereto.
ANO THE OIVNER.
SheeT-TIIE FOL-LOI,JING IS IIEEDED FOR FILING PERI4I
I l:l:.I"r::I^99199.A:ro.rir ippi'i.;;ilj'2 sets.of complete arawindsiii'[o'""'-ldrawings two cornflete eipianotion ofJ'oq_
Y
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PERMIT FEES
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ETECTRICAL
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MECHANICAL
RECREATION FEE
PLAN CHECK
agree lo gompty wirh ilis in
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ARCHITECT
Ala r.r
GENERAL
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PLUMBING
CONIRACIOR
MECHANICAT
CONTRACT
cqNTRACTO
DESIGN REVTEW EOARO
CTEAN.UP DEPOSTI
TOTAL PERM
IOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO
I
TOWN OF VAIL F
TOWN OF VAIL REG
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tr ROUGH / WATERD
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CORRECTIONS:
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, 5 JoB NAME
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I
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DATE
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READY FOR
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MON
CALLER
ES
rU
THUR FRI PM
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D FOUNDATION / STEEL
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DATE
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INSULATION tr POOL / H. TUB
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tr FINAL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr ROUGH D EXHAUST HOODS
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FnPPnoveo -'' .
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
il
INSPECTIONTOWN OF
r?t)(. (r t
TF9UFqTPERMIT NUMBER OF PROJECT
READY FOR
LOCATION:
TION:MON
)P.,)*8,
JOB NAME u(,/ r -
CALLER
TUES FRI
I
ome Y I t-]
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
n.ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr TSIFULATTON E] POOL / H. TUB
tr SHEEI.ROCK NAIL
tr FINAL
ELECTRICAL:
T] TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
f,-zr "€5 INSPECTOR
-.^!6f},\ CONSTRUCTION PERMIT.hilffi/ F;
department of community development
TO BE FILLEO OUT COMPLETELY PFIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
BUILDING
ELECTRICAL
MECHANICAL
NOTE - COPY OF PERMIT TO BE KEPT ON JOBSITE
srys 5/22/85 00206't
n!!
m
m
m
PLUMBING
FOUNDATION
1. TYPE OF CONSTRUCTTON I ll lll lV V
2. OCCUPANCY GROUP ABE H IR M
OIVISION 122a34
qFNERAL DEscRlprloN o.F woRK ,Tjl$lj I j :-h-TOr generar Dusrneqs 0rrlce wltnln
PERMITNO.-
z9
k
J
BUILDING 5000.00
ELECTRICAL 1250.00
PLUMBING 250.00
MECHANICAL 985 .00
IOTAI $ 7485.00
WPE GROUP G.R.F.A. VALUATION PERMIT FEES
III B-2 r,475 $7485 .00 BUILDING PERMIT 68. 50 vl
\|Is\)
rO
;
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Ao-
rnr
PLAN CHECK 44.50
ELECTRICAL 35 .00
NEw( ) ALTERATION (v ) ADoITIONAL ( ) REPAIR( )PLUMBING 10.00
OWELLING UNITS
-
MECHANICAL 10.00
HEIGHT IN FT.
-
NO. FIREPLACES RECREATION FEE
INSULATION: TYPE THICKNESS R-VALLUE OESIGN REVIEW BOARD
CLEAN.UP DEPOSIT
Exr. wALLs I I USE TAX
TOTAL PERMIT FEES -158-00
Gary Murrl.in_ tYA/t _ 5/22185
LDTNG OFF|C|AL i /, i DATE
Rick Pytnnn ffi/ 5/22/85
ADOITIONAL PERMITS NEEDED
Y N INITIAL
ST, CUT NGAOMINISTRATOR DATE
\,llNG & BUILDING NOTES:
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinan@s and stat€
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other orginances of the Town applicable thereto.
)
AND THE OWNER.
"01d Texaco Site"
JOB NAME: Professional Bl dglBaker
Vai 1 Professional
MAIL ADDRESS l\ro-o
ctw PH-
town or vnru neo. No. NOhe
TOWN OF VAIL REG. NO.
ELECTRICAL
Surmit County Pl umbing
PLUMBING
CONTRACTOR
Summit County Plumbing
& HeatingTOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO.
TELE.
OTHER
CONTRACTO
th. prln| rr/veil
departmont of community development
TO BE FILLED OUTCOMPLETELY PRIORTO ISSUANCEOF PERMIT
TYPE OF PERMIT
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE
PERMIT NO.
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and statF
faws, and to build this structure according to the Town'e '^'i-^ '
!TT
nnT
BUILDING
ELECTRICAL
MECHANICAL
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
LEGAL
1DESC.
LOT BL K
FILING
a- JO8 NAME:
OWNER NAME
MAIL ADORESS
CITY PH.
ARCHITECT FIRM
MAIL AODRESS
CITY PH.
GENERAL
CONTRACTOR
FIRM
TOWN OF VAIL REG, NO
)rtectn'co.-
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO
PLUMBING
CONTRACTOR
TOWN OI VAII BEG, NO.
TFI F l
MECHANICI
CONTRACTO
FIEM
TOWN OF VAIL REG. NO.
TELE.
T,TYPE OFCONSTRUCTION I II III IV V
2, OCCUPANCY GROUP AB E H IR M
DtvtstoN
GENERAL DESCRIPTION OF WORK ;
PERMIT FEESTYPE GROUP G.R.F.A, VALUATION
BUILOING PERMIT
NEW() ALTERATION ADDITIONALO REPAIRO
DWELLING UNITS
HEIGHT IN FT.
-
ACCOMMOOATION UNITS.
-
NO. FIREPLACES
ADDITIONAL PERMITS NEEOED:
DESIGN REVIEW BOARD
TOTAT PERMIT FEES
ADMINISTRATOR
NG & BUILDING NOTES:
Ltjor K Shee-l-
. department of community devetopment
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ol 'wtrll 'n 6"tfr sdri "[ wll .16c2f '€rr.
d"hisrrrt ou'htbn i,,r,y't .r5 *1t.."t'11
i"'ii,ll(trl,'l o'llcir o"' 3i'rf'"r'i ""lls' J
I
0oot ,uotbr l;thl sw tfch
y'en{,'lofiv Jo' 6. iush tly' rn eqch' ''nk &1ad
nd r^oc k ar"
ai"orln1 b ,ulo.
t74 l/ 1 ; r t rtld *Lr4e?- n"t -t" Lxr. g Urriclor uY'('1,
all jce
oqtsnlc surfatt
"\ d,c7,;'.n1 \
T '(fin64
-
OMEN
:<-1
3'a'p0..!cl .{odr ,/u
AFdf
rHrl tr
o{{ikt
n.rgl;on
Tho lnnnca u
Seclflcatlons shall gD!
rpproYal of, anY
u of anY oSor t
r grm|l bssl Wott
not prowfi t! bfr
Gofti{ott d rrut
dda."
v-t
LOBEY
are, .Ia
t
PE CTION
TOWN OF
REQUEST
PERMIT NUMBEB OF PROJECT
DATE ,,,,,tr\ l{ ,
vAtL n
/.j,K a(JOB NAME
.MON
CALLER r. .'\ 1' F->
READY FOR
LOCATION:
INSPE(
' 't'rlo.N:
t.
, THUR FRI .. AM
BUILDING:
EI FOOTINGS / STEET
PLUMBING:
tr UNDEFGROUND
a.Kron / D.w.v.
.!'noucn / wArER
tr FOUNDATION / STEEL
{rnnvrr.rc
rr ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
D SHEETROCK
o
D POOL / H. TUB
NAIL tr
n
tr FINAL tr FINAL
ELECTRICAL:
E TEMP. POWER
MECHANICAL:
D HEATING
i] ROUGH tr EXHAUST HOODS
tr CONDUIT
0
tr SUPPLY AIR
tr
tr atqL tr FINAL
'+Aepeoveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
o L/
PERMIT NUMBEg OF PROJECT
<- --o 'r < JoB NAME v (,_,/l/-I ro'
o
INSPE
DATE
READY FOR
LOCATION:
INSPECTION:
CALLER
TUES THURMON
F .'<-
WED
'c4--
REQUE,ST
VAIL
I
@PM/o r)-_Qa-t)
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATEB
rr ROOF & SHEER" PLYWOOD NAILING E] GAS PIPING
tr INSULATION tr POOL / H. TUB
SHEETROCK NAIL
tr FINAL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
tNsl
("'i-t
t
PECTION
TOWN OF
I l(r!--i.i /,
QUEST
L jt.,l
,
RE
VAI
.a,i
|'
INSPECTION:
CALLER
MON TUES WED THURREADY FOR
LOCATION:/- K, ,':..^ t-
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
/ STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
- ROOF & SHEEB
" PLYWooD NAILING
tr INSULATION
-
D GAS PIPING
tr POOL / H. TUB
dj,p'_o
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
BOUGH,-p'tr EXHAUST HOODS
{|E
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
tNs
l'
PE N
OF
crro
TOWN
I (t (.h
REQU-EST
VAIL tir
CALLER
TUES WED THUR
riDATE
READY FOR
LOCATION:
JOB NAME
INSPECTION:MON
lr t
PERMIT NU BER OF PROJECT
BU!LD!NG:PLUMBING:
FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
D
tr
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL o
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D
tr
tr
ROUGH D EXHAUST HOODS
CONDUIT O SUPPLY AIR
tr
b,t'*ot tr FINAL
^PPROVED-7')i4 tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
\ TNSPECTOR
t
PE
flcs t''INS
/'--
r)r-! i\ rt-.,,t
*ir
t.<.
INSPECTION:
CALLER -v'; e *,
',-4\\
TUES; WE9
\--_ - .
THUR FRI
CTION REQUEST
TOWN OF VAILPERMIT NUMBER OF PROJECT
DATE I NAME
MON PMAMREADY FOR
LOCATION:
L\ el aq rce
APPROVED
CORRECTIONS:
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V,
tr ROUGH / WATER
tr FOUNDAT]ON / STEEL
D FRAMING
n Rool & SHEER- PLYWOOD NAILING O GAS PIPING
tr INSULATION tr POOL / H. TUB
O SHEETROCK NAIL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH D EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
tr DISAPPROVED O REINSPECTION REQUIRED
;
INSPECTOR
' 6A coNsTRUcTlON P
hnmfl
department of community dwelopment
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
ERMIT
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
2/14/85
DATE 002001
Dtr!
E
Etr
WPE OF PERMIT
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION
PERMIT NO.
l. wPE oF coNsTRUCTtoN I ll0ll ,tv v
2. occupANcy cRoup @en rn u
DrvlsroN t@2" t o
cENERAL DESCRIPTION OF WORK :
-
tenant finish--interior office
space. Walls, doors, e'lectrical ,
ventr latron
TYPE GROUP G.R,F.A. VATUATION
ln
.\
\t
ALTERATION() ADDITIONAL
DWELLING UNITS
-
ACCOMMODATION UNITS
HEIGHT IN FT.
-
NO. FIREPLACES
INSULATION: TYPE THICKNESS
TOTAL PERMIT FEES
Gary l4urrai n 2/13/85- - driE
2/11/8s
SUILDING NOTES:
Fi re De nt aoproval
I hereby acknowledge that I have read this application, tilled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, desilaws, and to build this structure according to the I own's zonlng ar
review approved, Uniform Building Code and other ordinanges of l|e
C'lean-up to:
Itlorgan Construction
Box 2210
rtrHc Vail Professional Bldg
LEGAL
DESC.
JoBNAME: Transamerica/Vail Prof Bldg
NAME va] | Prot Bldg'
uo,.ooo*rrr953 S. Frontage Rd
g'n Vail 476pH 6415
OWNER
Suite 208
,,*., Morgan Construction
rowN oFvArL neo. Ho. 129A
476-1900
GENERAL
CONTRACTOR
p,n, New Electric
rown or vn'. Reo. Ho. lloE
PLUMBING
CONTRACTOR
F'RM Slmmit Mechanical
TOWN OF VAIL BEG. NO.
TELE.
,.r,n';trSV
rt,/r'\\
| ., lrrr K ---,
v' \--l '\-, | \ l- -t _ -----___i
.l r: I rarlerent of community Covelopment
I(IItITII I I T) OUT COMPLETELY PR'OR TO ISSUANC€ OF PERMTT
I YPE OF PERMIT
BUILDING
l:!r:CTRICAL
VECHAT,IICAL
, '(;il!
DESC.
I TYPEOlC'. I r'.'a.roN
2. OCCUPANCY CROUO
otvtsto^l
GENERAL tPfloN oF woR(
isA -
GROUP G q. F.n.
, t@rv v
e@r n rdu
@aet
!xn
x'
X
X,
PLUMBING
FOUNDATION
VAIUA'ION
*;ft*t Tfo4S c.r,
()WNT.'R NFW( ) ALrg9rlrrO\( l Ar)Jllo'.JAL (
q"l PH.tf^?(-6tt(s(o
DWELLING UN'TS
HEIGHT IN FT.
_-. ._ .__ ACCOMVOOATTON UN|TS
=- NO. FIREPLACES
TYPE ?rr'4K^rESSAllrl,lr ! 1:e I
FLOOR
MAIL AOORESS
c[NtRAL lnnu y'lt?'., Ca"sfrucf> Cr, l"'
EXT. WALLS
?-/
-DAfE
4sJts -ST, CUT AOMINISTRA OATE
BLASTING a BUTLofNG Norlst './F O 'ftAt 96ff-
PARKING
I hereby acknowledge that I have read this application, tilled out in full the information required,
completed an accurale D:ot plan, and siate that all the information provided as requlred is correct. I
agree to comply with the inlormation and plot plan, lo comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and otler ordinancos of the Town applicable thereto.
MAJI
> ! MECHANICAL
PERMIT FEES
3s,oo
REPAIR (
l!
OESIGN REVIEW BOARO
06 r.,.o
TOTAI.PERMIT FECONII{ACIORiroWr orvrrr nec nro. l:#
Cltrl nnCfOR: rowN oF vArL REG No I
pl
"M8|NGC()N 'RACTOR
irt ()ilANtcA
COrr1tRACYOa'
IOWN OF-vAtL RlO NO'
!r.r qc{{'7}ql
i)l t R
FOR HIMSELF
EXrsr,^,q STdR.AG6s ToRA6F
pcerrtoN tit
[_]t
t:]
STOREbooR
OFF'C€
'
}IALL
pfiA Utttot.ffito{ As
scc- ?os nrt- u'gc'
ELEV.
frc
Tiln olVdl Cmmntu
Dildorndtt
aLt w4tts
l/c'SleEL sTu05
?s" D(Ywart
Fltc
n ,orfo FrC erfifr 2p*6e
tr
[]
CONF.
t_ltrDenied tro
Hcnl'{9 Rlisle'
VAIT PROFFSSIO^JAL BUrt DN'G
Ftooa 3
TRAru SA /fl E R ICA
Wr' ,tV ttcanl
Approrred 6,4, tr
ValldltY ot Fsmlt
3ec.3ts (c) l$2 U.8.C.
Th6 buanot 6 or5|tlng 0f s plrmit or.approval 9f fllm tnd
soeclfications tnail not be cmstnsd to b0 a pormit-lot' r an
ffi;or;i ot,iny vtotation ol any ol thc prwllbttc d ulF codr
oiir any oini'orAiname of m6 FrMatlon. Tlto burno c
a osrmii besql upon 0hil3. spdllcrtcrs 8d dt otl iulf
noi orswnt ne duttcins dtldd trtt thtrfi3 tl$trftte 0F
orirton O rrre ln-sao g|la. rpdildtf ltl dlr
il; z-,s-ts d%zd->A,l
75 3outh ttonlage road
Yail, colorado 81657
(303) 476-7000 offlce of communlly developmenl
BUILDING PERIIIT ISSUANCE TIME FMNE
If this permi.t ! equi.res a Town of Vail fiire Departrnent Approval,
Engineel\s (Pub1 ic Works) reyi'ew and approval , a Planning Department
revie'w or Health. Department reyiew, and a review by the Building
Department, the estimated tirne for a total review nay take as long
as three weeks.
Al1 commercial (large or small) and a1l multi-family permits wi1l
have te follow the above mentioned maximum requirements. Residential
and small projects should take a lesser amount of time. However, if
resi.denti'ai si smaller projects inpact the various above mentioned
departments: with regard to necessary review, these projects may
also take the three week period.
Evgry attempt will be made by this department to expedite this
permit as sgon as possible.
I,. the unders'igned, understand the p'l an check procedure and time
frame.
e-r 8M
Agreed-to by.
sF4r{
Oate Work Sheet was turned into the
Communi ty Development Department.
I lnhow"l
a'\ n,. It_ r./ w I
a
NSPPERMIT NUMBEF OF PROJECJ
oor, ;t ,// Y',i,r'\t'r,
..J ECTION REQUEST
TOWN OF VAIL
NAME t, -;.:)1 / {,:-
CALLER
TUES WEDREADY FOR INSPECTION:
LOCATION:
t.THUR /::'c
l --' r
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr
tr
SHEETROCK NAIL o
o
tr FINAL tr FINAL
ELECTRICAL:
O TEMP. POWER
MEGHANICAL:
O HEATING
ROUGH O EXHAUST HOODS
tr
tr
CONDUIT T] SUPPLY AIR
tr FINAL tr FINAL
b APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
INSPECTORDATE
,) ot)
PERMIT NUMBER OF PROJECT
',,2L-
INSPECTIO REQUEST
- TOW
wtrL'1 t 7' 1-7 VAIL. r\i-t' /1-c, -1--
'.J r q 1'1
o*,Gy
I
I .log r.,,nMeDATE
/
READY FOR
LOCATION:
CALLER
TU
BU
trl
trl
Fl,\.
Itrl
trl
t]l
o
FOOTINGS / STEEL
FOUNDATION / STEEL
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING
INSULATION tr POOL/ H. TUB
SHEETROCK NAIL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
APPROVED
GORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
4"-/-i lir
ffiD
DATE INSPECTOR
*i'0t I
NSP
TOWN OF YAIL, ., ( i-' .,i .,, .. , ..t
.
ECTION REOUESTPERMIT NUMBER OF PROJECT
DAflE -'1, ' ;1 k"'
-4'. APPROVED
READY FOR INSPECTION:
JOB NAME
MON
LOCATION:
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUNO -
tr FOUNDATION / STEEL tr ROUGH / D.W.V. _
tr FRAMING tr ROUGH / WATER .
n ROOF & SHEER tr GAS PtPtNc _" PLYWOOD NAILING
tr INSULATION
-
tr POOL / H. TUB -d SHEETROCK NA|L tr
-
r-l r'1
-
tr FINAL O FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
-f-r f1
tr FINAL tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
I
NSPPERMI
DATE JOB NAME
..:MON .,TUES / WEO-.
ECTION REQUEST :
JOW.N OF VAIL
-PM."
CALLER
AMINSPECTIOII:THUR FRIREADY FOR
LOCATION:"//f r- /.<'
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
ELECTRICAL:MECHANIGAL:
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
FINAL tr FINAL
E} APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
INSPECTORDATE
'-: ( .. I
PERMIT NUMBER OF PROJECT
:!:'DATE /i . , JOB NAME
INSPECTION:MON
-
INSPECTION
TOWN OF
REQUEST
VAIL
CALLER
TUES WED ,THUR FRI AM PMREADY FOR
LOCATION:
BUILDINGT PLU[IBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
u
tr
o
tr
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL tr
tr
EI. FINAL ..1',tr FINAL
ELECTRTCAL:
O TEMP. POWER
MECHANICAL:
T] HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT O SUPPLY AIR
rl
tr FINAL tr FINAL
',,-1-
E,APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
NOTE _ COPY OF PERMIT TO BE KEPT ONcgu;rRucTroN PERMIT D^rE 2/t4/85 002002
dGpartmont of community dwelopment
TO BE FILLED OUTCOMPLETELY PRIORTO ISSUANCE OF PERMIT
TYPE OF PERMIT
atrtr
EI
ry
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION
rrlr*Cail Prof . Bldg
JoB NAME: Anthony's/Vail Prof. Bldg
953 S Frontage l,l
.,r, Vail 476 pH 6415
OWNER
Suite 205
,,*u Morgan Const Co, Inc.
rowN oF vAlL REG. No. l29A
476e1900
GENERAL
CONTRACTOR
rrnu New Electric
,o** o, uo,,-
^rn.
*o. 110EELECTRICAL
rrnu Sunrnit Mechanical
PLUMBING
CONTRACTO
TOWN OF VAIL REG. NO.
MECHAN
TOWN OF VAIL FEG. NO.
TELE.
OTHER
CONTRACTO
I.TYPE oFcoNsrRuctoN r rr@v v
2.occuPANcYGRouP o@exr*u
DlvtsloN {lrha t e
GENERAL DESCRIPTION OF WORK : \tenantfinis@
PERMTT NO._-_
z
tr
)
BUITDING r ,gbu
ELECTRICAL 500
PLUMBING 500
MECHANICAL 200welTs;loors, electriCal, p umbLng,
rran* i I elin J,IOU
TYPE GROUP G.F.F.A. VALUATION PERMIT FEES
III hr B-2 3,1 50 BUILDING PERMIT 44.50
\
sI
wht
si
PLAN CHECK 26.92
ELECTRICAL 35. 00
NEWO ALTERATION () ADDITIONAL ( X REPAIR PLUMBING .|0.00
DWELLING UNITS
-
ACCOMMODATION
HEIGHT IN FT.
-
NO- FIREPLACES /
MECHANICAL 10.00
RECREATION FEE
INSULATION: TYPE THICKNESG R-VALLUE DESIGN REVIEW BOARD
100.00FLooR | \CLEAN.UP DEPOSIT
EXT. WALLS \USE TAX
ROOF
226.42rYPE .,-.J. /
":1, ;4 N
GAS TOTAL PERMIT FEES
_ _QCrJ -MUrsrn _ 2/L3L85_
BU|LD|NG OFF|C|AL DATE
- _LcharLPvlmu - UIU\L
ADDTnoNAL rRMrrs NESlxDl
/IYNINITIAL
"r..u, / \l I I ZONING ADMINISTRATOR DATE
{u ZPNING+BVILDINGNorfS: , - , ,
,/^n rnEenqeq use musl conror tro 4on1ng
need fi re Cept appr€vel/€"o
t hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinqAceq gf thqlTolvn.a,pplicable thereto.
clean-up to: ,-,.(u43 Alf Wr(
Morgan Construction q5, croR FoR HTMsELF
ho^ ;l^t o r/a'' I
t..
.,
iiJL,ii'r.t
:
i
o
:
!
"N Af
--t- -
""O !A,-r T'
e v rs'a ' .Jl': ;:,,,, p;:,;illti./
r Ll:r
i5irr,trrn]rrnI of commtrnity development
''' i,' (ITIT COMPLETELYPRIORTOISSUANCEOFPERMTT
I Yof: OF PERMIT
mf-
-
X
X
X
'J1"r DING
i I i-c'lRtcAL
:t| (.)HANtCAL
PLUMBING
FOUNDATION
'\8 NAME: ,Snfi6,;l frrks,wllui
owNf rt
AriCl|!IECT
t
'ypt
r)i ,, ,....|| r,,.I., I r'@f V V
, 2 occuPANr Y.iRi,'ir' a@,e n t@u
1 '-"vrsroru @a s e
I ce r,re al1 oEscRrproN oF woex .| --;'----i -c\^':J'-: i:I-;-E-
z
F
:,
EUILDING # t. qso
ELECTRICAL S soo
PLUMEING fsoo
spq* ^,rmlb dxrc ele.l:ntal M€CHANICAL #?oo
I foTAr-{ atgo
. YYP€ GROUP G.q F A . VALUATION PERMIT FEES6-L >< 3.r9o BUI!OING PERMIT c/q- sa
PTAN CHECK LE.?L
ELECTRICAL 3 5.'o
NEW( ) ALTERAION ( ) AODTTTONAL (y) REpAtR( )PLUMEING / o,oo
I oWELLTNG UN|TS _ ACCOMMOOATTON UNtrS
f HEIGHT tN FT. ,-- NO,FIREPLACES
MECHANICAL /o. '6
RECREATION FEE
INSULATION: TYPE . -II'c\NEsS R./ALLUE
'.o* -T7-DESIGN REVIEW BOARO
CLEAN.UP OEPOSIT /ao , 'oi .,.t ,roiit /"n /USE TAX
I BOOF /M-T]
iTYPElor ,/-n/ !r:-TOTAL pForyilT FEES , LQ-L.I/L !
HEl"-_-I-f?f 1 wooD 2-r?-Ee
DeiE -
-t{llss- - -OATE
ZONING A BJTIILDING
"Oraa, ffi(o'.lrb{-w.. )^ >,-.'',* t- t,33O F1CEotr-tfutzc \
^DotrtTlt fRMf N.EDED Y N rNrtAL
"-,&1 / ll-l---*^r,^.7- - : -l-l--oo^*^y' i- l-l--,;r- - -r- i-_:i--
! hereby acknowledge that I have read this application, filled out in full the information required,
contp:ereC an accurate plot plan, and state that all the information providod as required is correct. I
agree to 1;arinpry with the intormation and plot plan, to Comply with all TOwn Ordinances and state
lpws :r nt: ttr build this siruclu Town'
'? 6-11o0
ifi,,'*:l:
i Pl UMBING
CONT RACTOR TOWN OF VAIL REG. NO.
irr... 4Ir "lvq t
. MFCItAN'r-'Ar
rj. r \T RA(: I i.) f?
I TOWN OF VAIL REG. NO.
r rer.e. 1t, - z tf ol I lpws, :rnt: rrr build this structure according lo the Town's zoning and subdivision codes, design
r:'view at)n!'oved, Unilorm Building Code and gther ordinancaQ of the Town applicable thereto.
,\-,
Ii rorurRncr
]orryN ol vAtt REG. No.OR FOF HIMSELF
I{ALL
'aEt? uEPftLertoN Ag
,Fz. ?oS /crL u,B.€.
ELEV,
As ?/3 ct,r4c-o Art W4lr5
3/a s te.l stt ols
fu dyw"ll
Tour ol Valt0qnmnltvmdnpm
?ln./ Erllt .a Hoal[r Ftt// ,// -/ t$tg
Approved %-- ry ,{ tr 77r".
Dsnlsdtrntrtr
Valtdity of permit
Sec. 303 (q t9O2 U.B.C.
Th€ hsuanm or granting 0f a psrmlt or approral of pltn6 at|d
spoclflcations shall not be constrnd t0 b0 a pennlt h, or an
approval of, any vlolation 0t any ot lhE provhlom 0t tl.rb codo
o:' 0l any othor ordinance of the lurlsdlcatlon. The lsqnrs ol
i, psrmit basod u90n plans, spectlications and o0w dtr rhalf'
r-:rii provent the building officlal trom thoftttbr raqdrfitr ttc
ci.r€ctlon 0f 0rt0r3 in sakt phns. spcilicatbr lU otrrcrta." /^
DATE: Z-/3-rc@4/4"-)
.l:;f
Circ''it /
gvtn cc;lir3
| :zoV bd'r L. I
,! tr t'"{"; rJil$ el*,'t
.r. iI- Cr.(tit fur! e.;litp- fron CritiS $a
VAIL PROFFSs'O'VAL SUILDI4/6
FlooR 1
Al'/TH oA., Y fS
N/
nov
Valrr- lt*r
I
INSPECTION REQUEST, TOWN QF VAILi. i : '--.'-I'r.,1,
PERMIT NUMBER OF PROJECT
DATE JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FRI "AM PM
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
- ROOF & SHEEB
" pLYwooD NA|L|NG tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
trtr
g FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
El:APPROVED
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REOUIRED
DATE
(ffi]
I
NSPPERMI
DATE
T NUMBER OF PROJECT ECTION REQUEST'
TOWN OF VAIL
JOB NAME
INSPECTION:MON
CALLER
TUES THURREADY FOR
LOCATION:
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUNO
O ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOO NAILING tr GAS PIPING
O INSULATION tr
tr
tr
POOL / H. TUB
tr
tr
SHEETROCK NAIL
tr FIr\lAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH B EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
-'-T7t
INSPECTION REOUEST'PERMI
DATE
T NUMBER OF PROJECT
. ,, .. ," 11.: iI JOB NAME
AM PMREADY FOR INSPECTION:MON TUES
LOCATION:
tr DISAPPROVED tr REINSPECTION REOUIREDE APPROVED
CORRECTIONS:
.1 .{
BUILDING:PLUTTIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
B ROUGH / WATER
tr
o
o
r-r
tr
o
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL/ H. TUB
SHEETROCK NAIL tr
D
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL O FINAL
\
+
DATE INSPECTOR
I
NSP ECTION REQUEST .
TgWryOF VArL
.3t)il -t
PERMIT NUMB-ER OF PROJECT
oare 4
READY FOR
LOCATION:
INSPECTION:
',/4 .<
JOB NAME
MON THUR FRI
CALLER
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
O FOUNDATION / STEEL
tr
B
tr
FRAMING
BOOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION
SHEETROCK
tr POOL / H. TUB
NAIL o
trtr
o FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
, 'igfueeeoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
tml
DATE Z -/ r'-,5 INSPECTOR
-INSPECTION REQUEST'PERMIT NUMBER OF PROJECT..
DATE
READY FOR
LOCATION:
/ TOWN OF
CALLER
TUES WED
BUILDING:
tr FOOTINGS
E FOUNDATI
tr FRAMING
/ STEEL
PLUItIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
o
tr
tr
tr
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL
O FINAL tr FINAL
ELECTRIGAL:I'ECHAN!CAL:
tr TEMP. POWER O HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
.-g'iippnoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
tffi)
I) oo L-
PERMIT NUMBER OF PROJECT
DATE
REQUEST
vAlL ,f-' nNAME
ON
CALLER
TUES WED THUR ffi
'1-lc;I
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
B ROUGH/WATER
tr
B
tr
tr
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL/ H. TUB
SHEETROCK NAIL tr
tr
T] FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH O EXHAUST HOODS
ct
tr
CONDUIT tr SUPPLY AIR
cl
tr FINAL tr FINAL
APPROVED
, CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
t.. /
m
DATE INSPECTOR
I
i.'3r
Profect Appllcatlon
Proiect Name:
Contact Person and Phone
, I .,.Date lf)i '/ l'r*:
Owner. Address and Phone:
Architect, Address and Phone:
Legal Description: Lot
Comments:
Design Review Board
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Replace exj-stinq window with 2
design and from same supplier
i-n so as not to interfere without. STO patches of the same
nert doors .
3'-0" exterior metal frame, qlass panel doors of same
as existing main entrywav doors. East door will swing
existing fire exit door, while west Coor will swinq
texture and color of e><istinq buildinq will surround
Sre
G-
o
vail
vail
professional
colorado building
7853
d/-q.
,
lirst floor plan rh,
rEF-F
--
H
i,4
l
'-- -j-
CIT ND COUNTY OF D ER
o
ENV
FED€RI@ PEM
f"falq
March 30' 1984
EOARD OF APPEALS
Dean R. Vana E ta
1873 S. Bell,aire, Suite 1400
Denver, Colorado 80222
RE: Case No. A-84-60 - Otis Elevator requesting approval of Daterial in
elevator car platforms and enclosures as denied under New Methods &
l'laterials for use in the City and CounEy of Denver'
Dear Mr. Vanat ta:
At a special meecing of the Board of Appeals on yesterday' the Board heard
che above referenced case and rnade the following decision:
Approve high density polystyrene honeycomb as submitted in
samples and in loose leaf documenration for cab enclosures and
platforms provided Ehat the outside is covered wiEh sheet metal
of .0179 thickness or more or equally fire resistive materlal and
the inside of che cab is to have a Class 3 flame spread raEing
not ro exceed 200 and that none of rhe honeycomb materlal is to be
exposed. Any holes or openings rhat penetrate assembly are to be
lined or convered wlth sheec rnecal of '0179 thickness or more'
SincereIY,
//'7 .1,//tL'" Ytt' / /(aznz"^)-
Velma Massey ( lSecreEary 'J
vn:
V l\/ \'"
at((t -,r -..o
YA
DEPARTMENT OF PUBLIC WORKS
Itu .DlN(; tNsl'EcT l()N DIVISlON
3840 H YORK STREET
DENVER. COI,ORADO 80205
AO/ri\r
( Uf ) .r"oERwRrrERs LABoRAroRrEs rNc.
an independent, not-for-proft or ganizati.on testing for pubtir safety
January 9, 1984
United TechnoloqiesOtis Elevator!'lr. George Gibson
One Farm SpringsFarmington, CT 06032
Our Reference: R1 0598/83NK18490
Subj ect:Report On Surface Burning Characteristics I'ests OnElevator Car Panels
Gentlemen:
This j.s a Report summarizing the results of tests conducted undera preliminary investigation identified as AssignmentNo.83NK15490.
GENERAL
Preliminary investigations are initiated to obtain informationwith respect to a product or products prior to submittal tounderwriters Laboratories rnc. for rnvestigation, classificationand Follow-up service. This Report does not constitute evidenceof such a submittal to Underwriters Laboratories Inc.
SAI4PLES
The samples consisted of four constructions of elevator car walIpanels and two constructions of froor platforms. The specificconstructions were as follows:
1) Test No. 1; Wall panel using a fire retardant woodparticle board surfaced on both sides with a fireretardant Laminated plastic sheet.
2l Test No. 2; Wall Panel using a fire retardant woodparticle board surfaced on the face side with aluminumsheet metal and on the back side with a fire retardantlaminated plastic.
RECEIVED
JAN t.z tg84
G. W. GTBSO;{
Look For The Q Lisring or Classificarion Mark On The producr
Rl0698
January
Page 2
9, lgg4
3) ?est No. 3i Wall panel using a fire retardant hlghimpact polystyrsne honeycon6 surfaced on the fac6 sidewith a fire retardant llminated plastic/aluminum sheetmetal composite
4) Test No. 4; Wall panel using a fire retardant woodparticle board surfaced on the face side with a fireretardant laminated plastic and on the back side withaluminurn sheet metal.
Test No. 5; Wall Pane1 using oriented strand woodparticle board surfaced on the face side with a fireretardant laninated plastic and on the back side withaluminum sheet rnetal .
Test No. 6; Wa1l Panel using a fire retardant highinpact polystyrene honeycomb surfaced on the fac6 sid,ewith a fire retardant laminated plastj_c and on the backside with aluminum sheet metal.
Test No. 7r Wall Panel using a fire retardant woodparticle board surfaced on the face side with a fireretardant laminated plastic and on the back surfacewith aluninum sheet rnetal .
Test No. 8; Wa1l Panel using a fire retardant highimpact polystyrene honeycornb surfaced on the face sidewith- two l-ayers of fire retardant laminated plastic andon the back side with aluminum sheet metal. -
Test. No. 9t Wall Panel using orientated strand woodparticle board surfaced on the faee side with a fireretardant laminated plastic and on the back side withalurninum sheet metal.
METHOD
The tests referenced in this Report r.rere conducted in accordancewith uI, standard Test for surfa-ce Burning characteristics ofBuilding Materials, tll. 723.
5l
6)
7l
8)
9)
Rl0598
January 9, 1984
Page 3
The
the
RESULTS
results as tabulated bel0w are considered applicable only tospecific samples tested.
FIame
Spread
16. 8
0.0
4.8
I0. 9
7.1
7.L
10. 8
50. 7
300. 7
Test
No.Smoke
DevelopedProduct
1 Viall Panel, Face Side2 wall panel, Face Side3 Wa1l Panel, Face Side4 WalI Panel, Face Side5 Wall Panel, Face Side5 wall Panel, Face Side7 Wall Panel, Face Side8 wall Panel, Face Side9 Wall Panel, Face S j.de
Very truly yours,
RICHARD N. WATKE
Engineering Group LeaderFire Protection Department
RNW/WAK:pr
LETR2
Reviewed by:
WAYNE A. KLEINFELDERAssociate llanaging EngineerFire Protection Department
47 .7
4.0
31.8
t7 .4
10. 4
71. 3
21.4
980.7
T2I.7
The classification Marking of underwriters Laboratories rnc. onthe product is the only method provided by UnderwritersLaboratories rnc._.to identify products which have been producedunder its classification and Follow-up service. No use of aclassification l"Iarking has been authoiized as a result of thisinvestigation.
since the anticipated r.'ork has been completed, we have instructedour Accounting Department to terminate Lhe investigation andinvoice you for the charges incurred to date.
should you have any questions, please contact the undersigned.
4*,;i,*Jyh d.J{4-//"f d Ee'//Z'/rytr
hn
dopsrtmont of community dwelopment
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
B eutlonrcn electntcRl
N MECHANICAL
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
n
Dn
LEGAL
DESC.FILING
JOB NAME:Vail Professiona'l Build'ing
esslona I Hu
Vail, Co. pH.949-5720
ARCHITECT
MATLADDREss N/A
FIRM N/A
TOWN OF VAIL REG. NO.
GENERAL
CONTRACTOR
LECTRICAL
CONTRACTO TOWN OF VAIL REG. NO.
PLUMBING
CONTRACTOR TOWN OF VAIL REG, NO.
TOWN OF VAIL REG. NO.
MECHANI
TOWN OF VAIL REG. NO.
TELE.
OTHER
CONTRACT
lh. prlnL.y/vail
NbTE
DATE
_ COPY OF
L0/10/83
PERMIT TO_BE IS{PT ON JOBSTTE
.,.J -tPERMITNO.l. wPE oF CoNSTRUCT|ON I t r V V
2. OCCUPANCY G ROUP A8 EH IRM
DIVISION L22a34
6ENERAL DEscRtploN oF woRK . Demol i ti on of
ex!gtinq qas station and retaining
walls on south and west sides
BUILDING
TYPE GROUP G.R.F.A. VALUATION PERMIT FEES
1(-vu/
Art
ol
;+
a$
NEW( ) ALTERATTON ( ) AODTTTONAL ( ) REpAtR( )
OWELLING UNITS
-
HEIGHT IN FT.
ACCOMMOOATION UNITS
-
NO. FIREPLACES
INSULATION:
ADDITIONAL PERMITS NEEDED:
INITIAL
TOTAL PERMIT FEES
ING AOMINISTRATOR
& BUILDING NOTES:
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
la$/s, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances ot the Town applicable thereto.
SIGNATURE OF OWNER OF CONTRACTOR FOR HIMSELF
AND THE OWNER.
t,.
i3 fFtilJJJDOR CORRSEP0NDENCE 0N rHIS FILE. FrLE cL0sED A5 0F 3/s4. N0 cLEAN up DEP0SIT
Project Application
*^ ", U, s. lL/*,f Azlo 'ak O,
Description:
.,-tl
il *- q/,r/a,
Proiect
Project
Contact Person and Phone
Owner, Address and Phone:
Su,-f+ B-2, o
Fr or-> S
vt- f{z--L
Architect, Address and Phone:
Legal Description: Lot Block Filing , Zone
-
Com ments:
Design Review Board
oy:A-"V
APPROVAL
)(J-O
&a,t"-^,f
Date
Motion by:
Seconded
D ISAPPROVAL
Summary:
Staft Approval,"", 71r f/ e r
Project Application
UnJ 4no fio-ot ( c,n e{&rl
/
o". Q/t f/4 rJ
",j,.","u.", U' S //'-'au, /n, D,
Proiect Description:
11,, 1l /2q -Contact Person and Phone
Architect, Address and Phone:
Legal Description: Lot
.) ta>
,4
Filing-,Zone-
Comments:
Design Review Board
//
Motion by: L4'?1 b
/1
seconded dy: (Att -/
APPROVAL
o
Date
DISAPPROVAL
4
(b4, +o'a f
Summary:
O statt Approval
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INOUIRY NO.
oxe 6'f '91
L
1991,119, h dhpg
oetveRy .6 rarcr.&r-
PRICES OUOTEO ARE EO.B.:
, *0'"
I
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tclmHI'i{@q
FACSIMILE COVER SI{EET
**tr**
PLEASE DELIVER THE FOLLOWING PAGES TOr
Nantg:
Fax Nurnrre rz _- I - V7? ,0b7a -. , -
F-91JIJL_=3-9L THIJ ct:ct6
Wlllow Grselt Cbnter
8100 South 0uebeo, B'210
Englewood, Colorado 80112
Telepltone: 3og17 4'l-4422
FN(: 303/741-3220
Fronr: ZnlP &taAoJ --
pgte:
Tlme:
Subf ect:
Cornm
WE are transmlttlng a total of
-
pa ng ils cover sheet. ll you rJo
nol recelve all the pages, please call (303) 741.4422,
Tlrank youl
as6
TOWN OF VAIL
DEPARTIVIENT OF COMMI,JNITY DEVELOPMENT
SALES ACTION FORM
DAAT:
0l 0000 41330 COM. DEV. APPLICATION FEES
0100004ry0 ZONINGAND ADDRESS MAPS $5.00
0l 0000 42415 I,NIFORM BT,'ILDING CODE ss0.00
01000042415 TJNIFORM PLTJMBING CODE $36.m
... ':l 0l 0000 42415 TJNIFORM MECHAMCAL CODE $32.00
01000042415 I,JNIFORM FIRE CODE $36.m
0l 0000 4zl5 NATIONAL EIJCTRICAL CODE $30.00
0t 0000 42415 OTHERCODEBOOKS
01000041548 BLI'EPRINTS (ilfN-ARS)$?.00
01000042412 )GROX COPIES /STTJDIES $0.25
0l m00 423?l PENALTY FEES / RE-INSPECTIONS
0r0nF,042322 OFF HOTJRS INSPECTION FEES
01000041412 CONTRACTORS LICENSES FEES
:1,:
::]i::
:.1:!::
i::::i
:::r:
il
::::::::
rlii:
:t$
:::r
tltltl::
0r (n00 41330 OTHERFEES v
0l 0000 41413 SIGN APPI-ICATION FEE $20.d/d)(-"u
0l 0000
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75 aouth front|gc roed
veu, colondo 81657
(3Gr) 479A38
(3Gt) 47$2139
ofllce ol community deuelopment
August 15, l-99L
Mr- David ChernowWillow Creek Center
8L00 South Quebec
B-2L0
Englewood, Colorado 8011-2
Re: Vail Professional Sign Prograrn
Dear Mr. Chernow:
Steve Miller of USWest/Ce11u1ar has applied to this office for asign for his office in the Vail Professional Building. The VailProfessional Buildj-ng has an approved sign program which woul-dpermit Uswest/Cel1ul-ar a sign measuring I foot x 4 feet,. Mr.
Mi11er would like to increase the height of his sign to I.5 feet..
In order for t.he Design Review Board to review the US Westsubrnittal, they must also revielv a reqflrest to change the approvedsign program. I faxed a sign application to you yestepday, andexplained to Steve that we would aLso need an explanation of whyyou wish to change the sign program, along with a plan for theentire building-
I have enclosed a copy of your approved sign program so that you
have an idea of what you are working with.
If you have any questions, please do not hesitate to call-
SJ-ncerely
,'/ - / .-/
,6nfr. (c2s
i Betsy Rbsolack
/"--t
Planning Technician
cc: Steve Miller, Liz Wilt
Prolect Application
Proiect Name:
Proiect Description:
rl' Contact Person and Phone
/^l
Owner, Address and Phone:
Architect, Address and Phone:
p
I
I
Legal Description: Lot
Motion by: -* , I
seconded ,r, Ch' .f {
APPROVAL4-o
Date
DISAPPBOVAL
, Zone
-
Comments:
Ar-n"-
Summary:
Town Planner
t,/
"n", . ?/tf,/a/-/
t
E statt Approvat
1,ry-ry.-rytsYfr.$t
r
rgr"t',.Y.'
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*" '1: ':i " '1'r'',1'$,)Project Applicatlon
r'tfh
I
Lo/
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lot
' Comments:
, Zone ."
4*
Design'Review Board
Motion by:
Seconded by:
(l,r{
APPROVAL
J(+-o DISAPPFOVAL
Ao-n* f-
Summary:
E statt Approval
Lcrnon tancgemenl ,""tls sgt ogtgs\
303 / 476-6415
VAIL PROFESSIONAL BUILDING 953 S. Frontage Road W.Vail, CO 81657
September 5, 1991
Betsy Rosol ak, P I anni ng Techni ci an
TOWN OF VAIL
75 South Frontage RoadVail, C0 81657
RE: Vajl Professjonal Sign Program
Dear Betsy:
Per my letter to you of August 28, 1991, I would like to make an
amendment to our s i gn program change. |rJe had requested that "the
background of new si gns ei ther match the background of the Vai I
Professional Building sign (brown) or the existing cream color of
the building."
We find now, however, that |!|r. Steve Miller's sign request for US
l,lEST looks more attractive with a qh'[_[q background' and does not
detract in any way from the rest oi the buiId'i ng. Therefore, we
would ljke to submit a change herewith, stating that new signs must
either match the background of the Vail Professional Building sign
(brown), or the existing cream color of the building, gI the back-
ground of the indjvidual signs may be wh'i te (with pre-approval by
the owners ). 0n blednesday, September 4th, the owner's representa-tive, Elizabeth l,lilt, along with you and Mr. Miller' made a site
inspectjon and mutually agreed on the acceptability of the US l.lEST
sign with a white background.
We appreciate the board's consideration of the amendment to the
Vail Professional Bu'ilding Sign Program. Thank you.
cc: Elizabeth Wilt
Si ncerely, /n t /' rt/) /,
Urt,r//n) ( iUliltt/,ft,
David S. Chernow /
Vi ce Pres i dent
Denver 0perati ons
DSC/ew
XU, L,
'^ ? inntv ir tJ-.Yl
ri-^
Lamttr WILLOW CREEK CENTER
81OO SOUTH QUEBEC, SUITE B-210
ENGLEWOOD, COLORADO 80112
303/741-4422 . FAX 303/741-3220
August 28, 1991
Betsy Rosolak, Planning Technician
TOWN OF VAIL
75 South Frontage Road
Vail, CO 81657
RE: Vail ProfessionalSign Program
Dear Betsy:
This seryes as a Request LBtter to obtain approvalfor a change in the sign program for
the Vail Professional Building.
with respect to the change in size that steve Miller is proposing for his u.s. west office
6rom i;'x 4' to 1.5'x +'ylwe_tg9l that 1/2.foot]?rg9l.in neigft is reasonable in order to
iccommodate the nam6'U.S. West Ceilular. Mr. Uitter will be preparing. a mock sign
pf""LO at the actual proposed sign area to present to the Design Review Board on
5"ot"ro!i+in. -
Eriidoetn Wih, M-anager, will represent the Vail Professional Building
"iri,"ir ai tn"t meeting, to give our aflproval of ihe U.S. West Cellular sign as w-ell as
;ppitfoiilincrease in"ine iize ottne buitOing name signage - Vail Professional Building.
We'fuoufO fike to requeit an increase to thJmaximum ailbwable squ€re footage of .20
square feet. The re'ason for this request is due to the limited visibility -91
thP existing
iign"ge, as the letters are extremely 6mall compared to the actual size of the building.
Per the approved sign program, the background of the U.S. West sign must match that
of the Vail'ProfessionaiauiiOing sign. The background of our sign is dark brown' Mr'
l,fittei's sign will have blue lettering frnich witt not be presentable on a brown background.
ineietore] we submit a change hdrewith that the baikground. of the.new.signs must either
r"tcntn"nackground of the-Vail Professional Building sign (brown) orthe existing cream
color of the building.
l'll look forward to speaking with you in further detail to our request' Thank you for your
consideration.
Sincerely,
David S. Ghernow
Vice President
Denver Operations
cc: Elizabeth Wilt
DSC/mlm
.388
LAMAR CAPITAL CORP. ' LAMAR FINANCIAL PARTNERSHIP LTD. o LAMAR MANAGEMENT INC. . LAMAR PROPERTIES INC.
Project Application
rtdi
.fu (.: ldslqnagQ
tla,rn Vr*?V(4
contact person and rnon" ! '3:: n -t t €.bn.,,,'l+'^.ltt:,toQna l"'t.t^o*x, 81) -q , kG
{, R,'i.,.-{ 1... r,oiJ t}G- AStR ..< J..-<.,^.r P<e/r-or qK6 - t8 <b
Proiect Description:
Owner, Address and Phone:i=*J
;jlt,-3sr
Archirect, Address and Phone: I t' 't' it ' , ]' i
"j; 'l 'rr ( "ttfa+ri
Legal Description: Lot
i.\
^.J l.)
Design Review Board
Molion by:
Seconded by:
APPROVAL DISAPPROVAL
I
\ Date:
\
I
\
t"uApproval
NAME OF PROJECT
NAME OF APPLICANT
LOCATION OF PROJECT
DESCRIPTION OF
PROJECT 3\
Sif\^-, 6->-c- @+|- "
The following informtion is
Review Board before a final
A. Materi a] of Sign
SIGN APPLICATION
\!K.,^+
DATE
FEE PAID
by the applicant to Design
Sign submittal fee is $20.00
{*
required for submittal
approal can be given.
c_Col ors of Si gn
gotJ "acJ^qiJ R""sJ.1 ,TNc'
4(
I'1ATERiAI-S SUBI'lITTED I.IITH APPLICATION
(tpe- ex<^^p,*)
Descr i pti on T
V site Planjf Drawings slroirirrg exact Ioction
_=_ Photographs shorti ng pr^oposed location
Actual siqn-)C Co1 ored slale dr"awing
Photograph of sign
Approved for DRB
0i sapproved for
submi ttal
DRB subnittal
date
date
Sign Adin i rri strator
UNIT III
BUILDING IDENTIFICATION SIGNS
Company Name
and
Specifications
The Modern Building Logo should be designed to fill as much
space on the sign as possible for maximum recognition of the
CENTURY 21o system. The company name in the S:iratio must be.
maintained. Borders around the Logo and other identifying words
",should be at least as wide as the letter "G" or the nuniera-t "1';r 1*'r
CENTURY 21. Building signs must have a brown background, white
Modern Building Logo and gold helvetica lettering. -
Correct:
m-1
slG/v
Vail Professional Building
Bcrwecn tbe MarA & Westin Horcls
9i3 So. Frontage Rd. t!0est
Vail. C-olorado 816J7
Mr. Rick Pylman
Town of Vail Planner
75 S. Frontage Rd. W.
Vail, Colo. 81657
Re: Vail kofessional Building signage
Dear Rick:
I am writing in response to your request for a brief description of ttre Vail
hofessional auiuing sign program. I'm hoping that the town of Vail will agree
to the following:
1. Vail kofessional Building will allow no "window signs" to be put up'
2. The manager of the building will enforce the approved sign program'
(This is presently myself ).
3. Each sign would have the same frplgg*and background as is presently used
on the iail kofessional BuildingAiglrJ Each business will be allowed to
use their own style and color of lETtLring. This is so they can use the
the lettering which they are now associated with.
4. We have requested that two l.'x6' signs be approved. These would go on
the two end spaces, and would be for the two tenants in those spaces.
5. We have requested that three 1'x4' signs be approved. These would be
for three other ground floor tenants, and would be located on the center
front of the building, spaced proportionately to give an acceptable
appearance.
6. All the signs will not be illuminated as the main building sign is. This
is why I think thai?olor may be necessary to draw some attention to
the signs.
If you have any further questions, please give me a call at 476-7853. I really
do appreciate all of your help with this matter.
April 9, 1985
Best regards'
t9++oz-t-
Susan Murrain
Building Manager
sM/jt
,\h"i "'. sjr^,{d" Ly D{$," .l/r-rf ts l.. ^ hfl
-\"d.,des q*{tsx *\h., J. fJ J {tr-
b'",llo-\ lCrq[S,cr;..-. s,1,^. t
U
Vail Ptofessiirnal Building [td.Rcply to:
Prolect Appllcatlon
I'..1 I. P]IOFESS T(]IiAJ- BU] i-NING
Date 1!8/85
Proiect
Proiect
Contact
(.)f f -t ce Bui ld 1nsOescriplion:
Person and Phone fitrgan Mulrain 416 - 785 3
Owner, Address and Phone:Vail Profesi:ional Brri lci ing
953 S. F'ronr:ase !J.V.a11 r+7 6-7 853
Archit€ct, Address and Phone:I'l/h
Legal Description: Lot -U!ldg!ge.d_, Block Filing , Zone
-
Cgmments: Apnllcptiorr fdrr' :: hrrl l,iirp, nJ:rrr &rnglrm-
Design Review Board
Motion by:
Seconded by:
DISAPPROVALAPPROVAL
Summary:
Town Plannpr I
Date:
E statt Approval
A;F"
Fee Paid
Application Number
BUILDING SIGN PROGMM
SIGN APPLICATION
Date 3/a/A5
Name of Project
Name of Person Submitting Susan Murrain phone 476-7853
Location of Project 953 So. Frontaee Rd. W
Description of Project office Buildtng
The fol lowingto the Design
Sign submittal
infonnation is required for
Review Board before a final
fee is $20.00.
by the appl icant
can be given.
submi ttal
approva I
cutoutS
B. DeSCriptiOn Of Sign will read individual business names-
C. Size of Sign (3) 1'x4' signs
lrx6t
D. Conments Frames will be brown to match facia: Background of
sisn will be dark bronze to match greenhouee. Letters will vary
Creqn color plexiglaee vilI back upin colore to suit tenants.
cutouts. No ltehting wlll be used.
' MATERIALS SUBI'IITTED l..lITH APPLICATION
1. Site Plan2. Drawings showTng eroct location3. Photographs showing proposed 'locETTon-
4. Actual sign5. Colored scate traTng __6. Photograph of sign
Approved for DRB Submitta'l
Disapproved for DRB SubmittET-
)rgn Adm'lnistrator
Sign Administrator
lE;t
2
75 aoulh fronlrg. told
Irll' Golortdo 81657
(3001 {76-7000
April 17, 1984
T0: SIGN APPLICAI{TS
FR0M: Tom Braun or Kristan Pritz' Planners
RE: Sign APP1ication Requlrerents
When applications for s'igns are submitted' the
is required:
FEE: A $20.00 aPP'lication
oflb.of colitnuffdrdoprrd
following information
fee will be required at time of application'
l. s{.te plan showing exact location where the slgn ls to be located'
2. Photograph or drawing shortng the building and where sign is to be ]ocated'-
3. Exact design of sign (one or more of the following)
(a) scale drawing or rendering (must be colored exactly as sign will be)
(b) the sign itself is made
(c) PhotograPh if sign ls made
i
t:
I
(over)
-..-a-'
Fee Paid
SIGN APPLICATION
Name of Project vatl prof.s"io"a1
Name of Person Subrnitting
Location of Project 953 S. Frontage Road west
Description of Project
Date L2/20184
Phone 476-L900
Office Buildin
The fol lowing information is required forto the Design Review Board before a final
Sign submittal fee is $20.00.
submittal by the applicant
approval can be given.
B. Description of Sign To read: Vail professional Buildins
colors to match exterior of buLlding.
A. Sign Material Roush s awn cedar frame - Alucobond (anodized
C. Size of Sign
D. COmnentS r.rarne wiII be o*ford brown to match facLa. Back-
l.attere tri I I he r.rrl. nrrl' in. dark hrnnze materi a l with ctearn
enl n.r-ad F l ari g'l aqq hrnlring rrl crrf orrtc. Fl orrre scent I I ghting wi 1l
F-qq rhr/rrrgh rhc plawiglacn rhe?ehy illrrminnting the letters at
. MATERIALS SUBMITTED WITH APPLICATION
l. Site Plan
?. Drawings sEowingE-act'tocation3. Photographs show'ing proposed locatlon:4, Actual sign5. Co'l ored scalE-1iFifr1-n1-3_6. Photograph of sign
Approved for DRB Submittal
Disapproved for DRB SubmittaT-
letter cutouts
Sign Admihistrator
1='
luttn
?5urth lt-.Ug"-;. nll, colomdo 81G57
(303) a?l}'?ooo
April 17, 1984
T0: SIGN APPLICANIS
FROM: Tom Braun or Kristan Pritz' Planners
RE: Stgn APPIication Requirements
oillb. of cotilnnf| drr.lortiltt
t{hen appl.lcations for signs are submitted, the fo]lorlng informatlon
is requlred:
l.
2.
3.
Stteplanshowingexactlocationwherethesignistobelocated.
photograph or drawing showing the bullding and where slgn is to be located'
Exact design of sign (one or more of the followjng)
(a) scale,drawing or rendering (must be colored exactly as sign wlll be)
(b) the sign itself is made
(c) photograPh if sign is nade
,: A $20.00 application fee wlll be required at tlme of applicatlon'
(pverl
-. .,I.r !r
'n-+,,*
Prolect Appllcallon
o"t.
Proioct Name:
Proiecl D€s6ription:
Contact Person and Phons -l-1 o '\'\0o {
\ '? . .' ! r.-J -tr ., .- c"-! l:..- ^ \r-Owner, Address and Phone:
U , r{ 1..1
Architect, Address and Phone:
Legal Description: Lot
Comments:
-
Design Revlew Board
Dale
Molion by:
Secondsd by:
. ,APPROVAL
t-
I
DISAPPROVAL
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E stattApprovat
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Job No . 26.795
Job Description Vail Professional Building
CI{LN & ASSOCIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No. 28
Page 5 of 5
Date 9-20-84
Connection Locat ion Numberof Bo lts Nunber of
Bolts Tcsted Comnent s Tested Torque and Renarks
lst Level, Grid B-S, Mk. Al3E I 8 550-460 ft. lbs.
lst Level, Crid B-5, Mk. A12 r0 - 3/4,'
4 - | r1s,,
l0 360-450 ft. lbs.
lst Level, Grid B-4 East, Mk. A12 l0 340-450 ft. lbs.
lst Level, Grid B-4West, Mk. Al2 tl 10 320-430 ft. lbs.
lst LeveL, Grid B-3, Mk. A102 tl tl 10
I bolt narked
for tightening.
1 bolt at I20 ft. lbs. turning frorn back-
side not corrected.
9 bolts at 320-45O ft. lbs.
lst Level, Grid B-3, Mk. Al3W 8 d 340-420 ft. lbs.
lst Level , Grid B-2, Mk. A13W 8 8 540-400 ft. lbs.
lst Level, Grid B-2, Mk. Gl2 r0 - 314"
4-Ll/8"LO - 3/4"360-460 ft. 1bs.
lst Level, Grid B-2, Mk. B-12 tl ro - 314"330-460 ft. lbs.
lst Level, Grid B-1.3, Mk. A14 I 7 320-420 ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Detentrined by Skidrnore -Wi I he ln Cal ibrat ion t'ladTiif
Observed by _GarY MaComb
Job No. 26.795
Job Description Vail lrgfqss1q44l Building
CHEN 6 ASSoCTATES, INC.
IIIGH STRENCTII BOLTS
Bolt Tightness
Report No. 28
Page 4 of 5
Date 9-20_84
Connection l,ocat ion Nunberof Bo lts Nunber of
Bolts Tested Connent s Tested Torque and Renarks
lst Level, Grid B-1.3, Mk. 815 4 z 2 bolts not
accessible 390-490 ft. lbs.
lst Level , Grid B-1, Mk. D13 6 4 tl tt
1 bolt at 80 ft. lbs. tightened during
testing.
340-380 ft. lbs.
lst Level, Grid C-l, Mk. D14 e 8 300-400 ft. lbs.
lst Level, Grid C-1.6, Mk. DL4/A6 4 .+340-400 ft. lbs.
lst Level, Gri.d C-I.6, Mk. K14 4 A 380-440 ft. lbs.
lst Level , Grid C-2, Mk. G13 8 8
4 bolts at 120-200 ft. lbs. tightened
during testing.
320-430 ft. lbs.
lst Level, Grid C-2, Mk. 812
10-
4-l
s/4"
l /8"10 - 3/4tl 360-400 ft. lbs.
lst Level , Grid C-2.5, Mk. Fl4 8 8
8 bolts at 160-260 ft. lbs. tightenedto 320+ ft. lbs. during testing.
lst Level, Grid C-3, Mk. Gl3 8 8
7 bolts at 220-260 ft. lbs. tightened
during testing.
300+ ft. lbs.
lst Level, Grid C-3, Mk. F12
L2-
4-1
3/4"
| /9"12 - 314"
12 bolts at L3O-220 ft. lbs. tightened to
300+ ft. lbs. during testing.
Daily Torque Calibration for 28 kip tension: t
Determined by Skidnore-llilheln Calibration uadfrF
Observed by Gary MaCoutb
Job No. 26.795
Job Description Vail Professio4al B!1idi.4g
CI{I]N € ASSOCIATI]S, INC.
IIIGII S'TRENGTII BOLTS
Bolt Tightness
Report No. 28
Page 5 of 5
Date 9-20-84
Connection Locat ion Numberof Bolts
Nunber of
Bolts Tcsted Comnent s Tested Torque and Renarks
lst Level, Grid C-4, Mk. F12
12-
4-r
3/ 4"
1/8"72 - 314"
12 bolts at l8O-220 ft. lbs tightened
during testing.
300+ ft. 1bs.
lst Level, Grid C-4, Mk. N12 tt tl tl
12 bolts at 130-200 ft. lbs. tightened
during testing.
300+ ft. lbs.
lst Level, Grid C-4.8, Mk. H14 6 6
Vertical flame
cut bolt slots
at Nl2 connect ion
350-430 ft. lbs.
lst Level, Grid C-5, Mk. Nl2 12 - 314"
4 - | r1s,,
6
6 bolts not
accessible
Z bolts narkedfor tiehtenins
3 bolts at 80-160 ft. lbs.; I bolt
tightened during testing; 2 bolts notcorrected. 310-350 ft. lbs.
lst Level, Grid C-5, Mk. Gl4 8
4 bolts not
accessible
4 bolts at 50-180 ft. lbs. tightened
during testing.
Daily Torque Calibration for 28 kip tension: *
Deterained by Skidnore-l{ilheln Callbration tqaEfrTiF
0bserved bI _cary uaCornh __-- __
chen and associates, inc.
CONSULTING GEOTECHNICAL ENG lNEERS
5080 Fd. 154
Glenwood Springs, CO 81601
COI{STRUCTION ACTIYITIES REPORT
JoB No. 26.795 DATE- 9-21-84
DArLy REpoRr Ho.-?9- sxeer-L or---L
SUBJECT:Vail Professional Building
Structural SteelTO:Morgan Construction
P.O. Box 2210
Vail, CO 81657
Attn: Jim Morgan
wEATHER coNDrrroNs AND TEMpER^ru", Mostly cloudy, 50ts-70rs'
CONTRACTOR'S EOUIPMENT
CONSTRUCTION ACTIVITIES High strength bolt testing was continued on lst level framing.
Most accessible bolts were tested. Also tested were the stair menbers for Stair I
basement/intennediate level (see attached sheets for locations and details).
vEFBAL coMMUNrcATroN wrrH coNTRAcroR. ENGTNEER. ARcHrrEcr. owNER Mike Ellis
informed us that Ridge Erection would return 9-24-84 for continued remedial work and
that they would bring a rachet to try to reach restricted connections.
Gary MaConrb
FIELD REPRESENTATIVE
Robert L. Boland, Inc.
Town of Vail Bldg. Dept.
Boyle Engineering
Leonard WinetTaub & Assoc.
Hans Froeschl e
APPROVED BY
Job No. 26.795
Job Description Vail professional Building
CI{EN 6 ASSOCIATIS, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No. 29
Page 2 of 5
Date 9-2L-84
Connection Locat ion Nunberof Bolts
Nunber of
BoIts Tested Comment s Tested Torque and Renarks
lst Level, Grid C-5, Mk. H13 e 4
4 bolts not
accessible
4 bolts at 190-260 ft. lbs. tightened
to 300+ ft. lbs. during testing.
lst Leve1, Grid C-6, Mk. C12 L0 8 2 bolts not
accessible 300-360 ft. lbs.
lst Level , Grid C-6, Mk. C13 8 5
3 bolts not
accessible 29O-420 ft. lbs.
lst Level, Grid C-5.4, Mk. E14 8
4 bolts not
accessible 300-390 ft. lbs.
lst Level, Grid C-7, Mk. Cls R 8 280-350 ft. lbs.
lst Level, Grid C-7, Mk. D12
L0 - 3/4"
4-rr/8"9 - 3/4"300-400 ft. 1bs.
lst Level, Grid C-7, Mk. K12 tl tl tl tl 340-400 ft. lbs.
lst Level , Grid C-7.3, Mk. Cl4 8 4
4 bolts not
accessible 510-410 ft. Ibs.
lst Level, Grid C-8, Mk. Cl4 8 ,l tl tl 3r0-390 ft. lbs.
lst Level, Grid C-5.7.0, Mk. Kl2 J
2 bolts not
accessible
3 bolts at 80-190 ft. lbs. tightened
during testing.
300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Detemined by skidrnore-wilheln Calibration t'tailEF
Observed by GarY MaComb
Job No. 26.795
Job Description Vail Professional Building
CHEN & ASSoCIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No. 29
Page 3 of 5
Date 9-21-84
Connection Location Numberof Bolts
Number of
Bolts Tested Connent s Tested Torque and Renarks
lst Level, Grid C.5-7.0, Mk. Al5 J 0
No access to
any of 5
lst Level, Grid C.5-6.0, Mk. Al5 8 I
9-17 reported
deficiencies
corrected
390 ft. lbs.
lst Level, Grid C.7-6.0, Mk. Llz 5 J
Flame cut
vertical slots in
beam web
5 bolts at 200-260 ft. lbs. tightened
during testing.
300+ ft. lbs.
lst Level , Grid D.5-4.0, Mk. E14 4 3
I bolt not
acce s sib 1e
2 bolts at 100-240 ft. lbs. tightened
during testing.
280-300 ft. lbs.
Lst Level , Grid D-5, Mk. G14 4 3 ll tl
5 bolts at 170-260 ft. lbs. tightened
during testing to 300+ ft. lbs.
lst Level , Grid D-4.8, Mk. Hl4 3 3
2 bolts at 250 ft. lbs. tightened during
testing.
295-300 ft. lbs.
lst Level, Grid C.3-4.8, Mk. G15 2 2
I bolt at 260 ft. lbs. tightened during
testing.
300-540 ft. lbs.
lst Level, Grid C.3-5.0, Mk. F15 4 4
2 bolts at 100-180 ft. lbs. tightened
during testing.
510-350 ft. lbs.
lst Level, Grid C.3-5.4, Mk. F15 4 4
4 bolts at 120-200 ft. lbs. tightened
during testing to 300+ ft. lbs.
lst Level, Grid C.7-2.5, Mk. 815 4 4 380-490 ft. lbs.
*Daily Torque Calibration for 28 kip tension:
Detcroined by Skidnore-l{ilheln Calibration t-taffiF
Observed by _ Gary MaComb
Job No. 26.795
Job Description Vail professional Ruilding
cl-tLN & AssocIATIts, INc.
IIIGII STRENCTII BOLTS
Bolt Tightness
Report No. 29
Page 4 of 5
Date 9-21-84
Connection Locat ion Numberof Bolts
Nurnbe r o f
Bolts Tested Comment s Tested Torque and Renarks
1st Level, Grid C.6-1.6, Mk. D15 4 4 400-440 ft. lbs.
lst Level, Grid C.6-1.7, Mk. H15 )2 bolts rrloose,rr tightened during testingto 300+ ft. lbs.
lst. Level, Grid C.6-1.8, Mk. H15 2 2 tl tl tl
lst Level, Grid C.6-1.9, Mk. H15 z 2
I bolt "loose,rt 1 bolt at 180 ft. lbs.
tightened during testing to 300+ ft. lbs.
lst Level, Grid C.6-2.0, Mk. Dl5 4 4 4 bolts at 60-120 ft. lbs. tightened
during testing to 300+ ft, lbs.
lst Level, Grid C,7-2.0, Mk. 815 4 4
4 bolts at 40-200 ft. lbs. tightened
during testing to 300+ ft. lbs.
lst Level , Grid C.8-2.0, Mt2 4
I bolt at 20O ft. lbs. tightened during
test ing.
300-350 ft. lbs.
lst Level , Grid C.8-1.6, Mk. K14 3 2 32O-34O ft. lbs.
rst Lever, llili.il: ill: iil 2 2
2 bolts at 190 to 180 ft. lbs. tightened
during testing to 300+ ft. lbs.
rst Leve1, tt?l".nl:rY|:
fii? ,r,2 bolts at 80-130 ft. lbs. tightened
during testing to 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Dcternined by Skidnore-Wilheln Calibration MadlfrF
Observed bI _Garv Maconb
Job No. 26,795
Job Description Vail Professional Building
CI{EN 6 ASSOCIAI'ES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No. 29
Page 5 of 5
Dare 9_21_84
Connection Locat ion Nunberof Bolts
Nunber of
Bolts Tcsted Comment s Tested Torque and Remarks
Stair #1, Basement/1st Floor
Internediate Landing
Grid C.85-2.5, Mk. D32
)2
2 bolts at 60-80 ft. lbs. tightened
during testing to 300+ ft. lbs.
Stair #1, Basernent/lst Floor
Intennediate Landing
Grid C.9-2.5, Mk. 832
I
1 bolt at 140 ft. lbs. tightened duringtesting to 500+ ft. lbs.
Stair #1, Basenent/1st Floor
Intermediate Landing
Grid D-2.5. Mk. 830
z
2 bolts at 40-120 ft. lbs. tightened
during testing to 300+ ft. Ibs.
Stair #1, Basenent/1st Floor
Interrnediate Landing
Grid G.85-2.0, Mk. D32
2 1
2 bolts at 40-90 ft. lbs. tightened
during testing to 500+ ft. lbs.
Stair #1, Basenent/1st Floor
Internediate Landing
Grid C.9-2.0, Mk. B52
I I
1 bolt at 100 ft. lbs. tightened during
testing to 300+ ft. lbs.
Stair #1, Basement/lst Floor
Intennediate Landing
Grid D-2, Mk. B30
2
2 bolts at 80-200 ft. lbs. tightened
during testing to 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Det errnined by Skidnore -wi I he ln Cal i brat ion uaEE'iie.-
Observed by XarY MaConb
-Etf|l chen and associates, inc.
LZ' I CONSULTING GEOTECHNICAL ENGINEERS
NAI o,"n*ootot3?lfnll3ou,uo,
CONSTRUCTION ACTIVITIES REPORT
JoB No. 26.795 91ys- 9-25-84
DAtLy R€pORr HO. 30 Sneer I Op 10
SUBJECT:Vail Professional Buildins
Structural Steel
Box 2210
Vail co 81657
Attn: Jim Morgan
Morgan Constnlction
WEATHER CONDITIONS AND TEMpERATUta 40Is-50's.
CONTRACTOR'S E OU IPME NT
CONSTRUCTION ACTIVITIES High strength bolts were torque tested at Znd floor level and
Stair #2 Lst/2nd intermediate level landing.
Bolts noted to be less than specified torque hrere tightened during testing when
possible (see attached sheets for details, locations and results of bolts tested).
VERBAL COMMUNICATION WITH CONTRACTOR. ENGINEER. ARCHITECT, OWNER
Gary MaComb Hans Froeschle
FIELD REPRESENTATIVE
Robert L. Boland, Inc.
Town of Vail Bldg. Dept.
P3{la"5"fiifi8tlril6 e, Assoc.
APPROVEO BY
CITEN € ASSOCIATES, INC.
IIIGII STRENGTII BOLTSJob No' 26'79s Bolt Tightness
Report No. 30
Page 2 of to
Date 9-25-84Job Description Vail Professional Buildine
Connection Location Numberof Bolts
Nunber of
Bolts Tested Comnent s Tested Torque and Remarks
2nd Level, Grid C.8-1, Mk. D18 8 4
4 bolts not
accessible
I bolt at 250 ft. lbs. tightened during
test ing .
300-340 ft.. lbs.
2nd Level, Grid C.8-1, Mk. H16 8
4
3/4"
1179"4 - 3/4n tt tl 340-400 ft. lbs.
2nd Level, Grid C,8-2, Mk. Dl8 8 8
8 bolts at 80-160 ft. lbs. tightened
during testing to 300+ ft. lbs.
2nd Level, Gri.d C.3-1, Mk. C18 8 8 300-420 ft. lbs.
Znd Level, Grid C.3-1, Mk. Dll 4 2 2 bolts not
acces sible
2 bolts at 60-80 ft. lbs. tightened
during testing to 340+ ft. lbs.
2nd Level, Grid C.3-1, Mk. M22 4 z
2 boltS. lotaccess].Dle.bolts narked
tightening.
2for
2 bolts at 80-100 ft. lbs. turning frorn
backside rrrolling" - not corrected.
2nd Level, Grid C.3-2, Mk. Cf8 6 6
I bolt narked
for tightening
6 bolts at 30-130 ft. lbs.; 5 tightened
during testing to 300+ ft. lbs.; I boltItrol I ing - not corrected.
2nd Level, Grid C.7-2, Mk. R20 4 4 320-380 ft. lbs.
2nd Level, Grid C.8-2 North, Mk.Dl 10-
4-l 3/4',r
L/g'r 5 - 314"
5 bolts not
acces sib I e
4 bolts at l9O-24O ft. lbs. tightened
during testing to 300+ ft. lbs. I boltat 320 ft. lbs.
2nd Level, Grid C.8-2, Mk. 816 tl ll tl tl tl ll 340-450 ft. lbs.
Daily Torque Calibration for 28 kip tension: :t
Determined by Sktdnore-ttilheln Calibration tqaEfiii6f
Observed by GarY MaConb
Job No. 26,795
Job Description Vail Professional Building
CHUN q ASSOCIATES, INC.
IIIGH STRENGTII BOLTS
Bolt Tightness
Report No.
3
30
l0ofPage
Date 9-25-84
Connection Locat ion Numberof Bolts
Number of
Bolts Tcsted Comnent s Tested Torque and Remarks
2nd Level, Grid D-2, Mk. E-6 r0 - 3/4,,
4 - r r1s,,5 - s14"
5 bolts not
access ibl e 340-420 ft. lbs.
2nd Level , Grid C.7-2.5, Mk. R20 4 4 3SO-420 ft. lbs.
2nd Level, Grid C.8-2.5, Mk. H19 4 4 450-500 ft. lbs.
2nd Level, Grid D-2.5, l.{k. Al9 6 6
3 bolts at 100-200 ft. lbs. tightened
during testing.
300-390 ft. lbs.
Stair #1 Level, lst/2nd
Internediate Landing
Grid C.95-2.5, Mk. D32
2 2
2 bolts at 190-240 ft.. lbs. tightened
during testing to 300+ ft. lbs.
Stair #l Level, lst/2nd
Intermediate Landing
Grid C.9-2.5, Mk. 832
I I
I bolt at 150 ft. lbs. t.ightened during
testing to 300 ft. lbs.
Stair #l Level, lst/2nd
Inter'mediate Landing
Grid C.85-2.5, Mk. B33
2 2
2 bolts at 120-190 ft. lbs. tightened
during testing to 300+ ft. lbs.
Stair #l Level, lst/2nd
Internediate Landing
Grid D-2.5, Mk. H18
6 3
3 bolts not
acces s ibL e 310-330 ft. lbs.
Stair #1 Level , lst/2nd
Intermediate Landing
Grid D-2.5, Mk. A3l
2 2
2 bolts at 180 ft. lbs. tightened during
testing to 300+ ft. lbs.
Stair #l Level, lst/2nd
Internediate Landing
Grid D-2.1, Mk. A3l
2 2
2 bolts at 200-240 ft. lbs. tightened
during testing to 300+ ft. lbs.
Daily Torque
Dctermined by
Calibration for 28 kiD tension: *
Skidnore-t{ilheln Calibrat ion uaEiiF
Gary MaCombObscrred by
Job No.26 795
Job Description Vail Prof,essional Building
CHEN & ASSOCIATES, INC.
IIIG}I STRENGTII BOLTS
Bolt Tightness
Report No.
Page 4
Date 9-25-84
30
l0of
Connection Locat ion Nunberof Bo lts Nurnber of
Bolts Tested Comrnent s Tested Torque and Renarks
Stair #1, lst/2nd Level
Internediate Landing
Grid D-2.1, Mk. H18
6 3
3 bolts not
accessible
5 bolts at 100-140 ft. lbs. tightened
during testing to 300+ ft. lbs.
Stair fl, lst/2nd Level
Interrnediate Landing
Grid C.95-2.I, Mk. D32
2 2
2 bolts at 80-120 ft. lbs. tightened
during testing to 300+ ft. lbs.
Stair #1, lst/2nd Level
Internediate Landing
Grid C.9-2.1, Mk. 832
I t
I bolt at 140 ft. lbs. tightened during
testing to 300+ ft. lbs.
Stair #1, lst/2nd Level
Internediate Landing
Grid C.85-2.1, Mk. B33
2 2
2 bolts at 160 ft. 1bs. tightened during
testing to 300+ ft. lbs.
2nd Level, Grid D-3, Mk. KI7 l0 10 380-500 ft. 1bs.
2nd Level, Grid D-3, Mk. D19 4 2
2 bolts not
accessible 390-460 ft. lbs.
2nd Level, Grid C.8-3, Mk. CIl 4 4
3 bolts I'loose,r' 1 bolt at 160 ft. lbs.all tightened to 500+ ft. lbs. during
testing.
2nd Level, Grid C.8-3, Mk. Flg 4 4 320-430 ft. lbs.
2nd Level, Grid C.8-4, Mk. Cll 4 4
2 bolts too short -
replaced during
testing
2 bolts rrloose,'r 2 bolts at 60-160 ft. lbs.
4 bolts tightened to 300+ ft. Ibs.
2nd Level, Grid C.8-4, Mk. Glg 4 4
4 bolts at 100-160 ft. lbs. tightened
during testing to 300+ ft. lbs.
Daily Torque
Dotermined by
Calibration for 28 kip tension: *
Skidnore-l{i I he lu Cal ibrat ion ttaEfifiil
Gary MaConbObserved by
CHLN 6 ASSOCIATES, INC.
IIIGII STRENGTII BOLTSJob No' 26'795 Bolt Tightness
Job Description Vail Professional Buildins
Report No. 30
Page 5 of l0
Date 9-25-84
Connection l,ocat ion Numberof Bolts
Nunber of
Bolts Tested Connent s Tested Torque and Renarks
2nd Level, Grid D-4, Mk. Ll7 I2 l2 380-480 ft. lbs.
2nd Level, Grid D-4, Mk. DIg 4 2 2 bolts not
accessible 380-450 ft. lbs.
2nd Level, Grid D-5, Mk. Dtg 4 2 tt tt 390-480 ft. lbs.
2nd Level , Gri.d D-5, Mk. K17 l0 10 350-500 ft. lbs.
2nd Level, Grid C.8-5.0, Mk. L20 6 6 340-460 ft. lbs.
2nd Level, Grid C.8-5.0, Mk. K19 4 4 300-360 ft. lbs.
2nd Level , Grid C.8-5.0, Bll
Coluut
4 +
4 bolts at 40-130 ft. 1bs. tightened
during testing to 300+ ft. lbs.
2nd Level, Grid C.8-4.9, Mk. H20 4 4
I bolt at 200 ft. 1bs. tightened during
test ing.
300-360 ft. lbs.
2nd Level, Grid C.8-5.5, Mk. Kfg 4 4 300-380 ft. lbs.
2nd Level , Grid C.7-5.5, Mk. S20 4 4 Flane cut bolt
holes 300-370 ft. lbs.
Daily Torque Calibration for 2E kip tension: *
Deternined by Skidraore -tti I he ln Cal ibrat ion ua6iie .-
Observed by GarY MaConb
Job No. 26.795
Job Description Vail Professional Building
CI{LN & ASSOCIATES, INC.
IIIGH STRENGTII BOLTS
Bolt Tightness
Report No. 30
Page 6 of l0
Date 9-25-84
Connection Locat ion Numberof Bolts
Nunber of
Bolts Tcsted Comnents Tested Torque and Remarks
2nd Level , Grid:,C..3-5.5, Mk.820 4 4
2 bolts at 60-100 ft. lbs. tightened
during testing.
300-400 ft. lbs.
2nd Level , Grid C.5-5.4, Mk. M20 2 z
2 bolts 1oose, tightened during testingto 500+ ft. lbs.
2nd Level, crid C.3-5.0, Mk. E20 4 4
4 bolts at 60-120 ft. lbs. ti-ghtened
during testj.ng to 500+ ft. lbs.
2nd Level, Grid C.25-5, Mk. GlS 2 2 300-320 ft. lbs.
2nd Level, Grid C.25-4.9, Mk. cls 2 z
I bolt loose, I bolt at 60 ft. lbs.
tightened during testing to 300+ ft. lbs.
2nd Level, Grid D-5.5, Mk. 819 4 z
2 bolts not
accessible 360-420 ft. lbs.
2nd Level, Grid D-5.5, Mk. Bl9 6 6
6 bolts at 100-240 ft. 1bs. tightened
during testing to 300+ ft. lbs.
Stair #2, 1st,/2nd Level
Internediate Landing
Grid D-5.5, Mk. Llg
6 3
3 bolts not
acc ess ib I e
3 bolts at 100-190 ft. lbs. tightened
during testing to 300+ ft. lbs.
Stair #2, lst/2nd Level
Intennediate Landing
Grid D-5.5, Mk. C33
2 360-450 ft. lbs.
Stair #2, lst/2nd Level
Internediate Landing
Grid C.9-5.5, Mk. C32
I I 450 ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Deternined by Skidnore-l{i lhe ln Calibration uad'iiF
0bservedby GarY-MaConb
ctiljN & ASS0CIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No.30
Job No. 26,795
Job Description Vail Professional Building Page
Date
7of t0
9-25-84
Connection Locat ion Nunberof Bolts
Numbe r of
Bolts Testid Comnent s Tested Torque and Renarks
Stair f2, lst/Znd Level
Internediate Landing
Grid C.85-5.5, Mk. E33
2 2 590-460 ft. lbs.
Stair #2, lst/2nd Level
Internediate Landing
Grid C.85-6, Mk. E33
2 2
2 bolts at 80-140 ft. lbs. tightened
during testing to 300+ ft. lbs.
Stair #2, lst/2nd Level
Internediate Landing
Grid C.9-6, Mk. C32
I I
1 bolt at 160 ft. lbs. tightened to 300+
ft. lbs. during testing.
Stair #2, lst/2nd Level
Inte:mediate Landing
Grid D-6, Mk. C33
2 2
I bolt at 2OO ft. lbs. tightened during
testing.
500-320 ft. lbs.
2nd Level, Grid D-6, Mk. Llg 4 4
4 bolts at 200-2O0 ft. lbs. tightened
during testing to 300+ ft. lbs.
2nd Level, Grid D-6, Mk. Gl6 12 - 3/41'
4 - I l,/8rl 6 - 314"
6 - 3/4rr bolts
not accessible
6 bolts at 100-180 ft. lbs. tightened
during testing to 300+ ft. lbs.
2nd Level, Grid C.9-6, Mk. N20 4 4
4 bolts at 14O-260 ft. lbs. tightened
during testing to 300+ ft. lbs.
2nd Level, Grid C.6-6, Mk.s20 4 3 360-420 ft. 1bs.
2nd Level, Grid C.5-6, Mk. C19 8 8 560-450 ft. lbs.
2nd Level, Grid C.9-6.9, DlO Colur 4 5
I bolt not
accessible
5 bolts at 100-160 ft. lbs. tightened
during testint to 300+ ft. lbs.
Daily Torque
Dotenined by
Calibration for 28 kiD tension: *
Skidmre-r{i lheln Cal ibrat ion ttad'ii6.-
Gary MaGonbObserved by
Job No. 26-795
Job Description Vail Professional Buildins
CHEN € ASSoCIATES, INC.
IIIGH STRENGTII BOLTS
Bolt Tightness
Report No. 30
Page j of l0
Date 9-25-84
Connection Locat ion Numberof Bolts
Number of
Bolts Tested Connent s Tested Torque and Remarks
2nd Level, Grid C.9-6.9, Mk. P20 4
2 bolts not
accessible
Z bolts at 100 ft. Lbs. tightened during
testing to 300+ ft. lbs.
2nd Level, Grid C.5-6.9, Mk. P20 4 4
I bolt narked
for tightening
4 bolts at 100-200 ft. lbs. J bolts
tightened during testing. I bolt ,'rolling,,
- not corrected.
2nd Level, Grid C.5-7.0, Mk. A16N
ro - 3/4n4-LL1g"8 - 314''340-430 ft. lbs.
2nd Level, crid C.5-7.0, Mk. C19 8
3 bolts not
accessible
2 bolts loose, 5 bolts at 100-130 ft. lbs.
tightened during testing to 300+ ft. lbs.
2nd Level, Grid C.5-7.3, Mk. F20 4 1 2 bolts not
accessible 320-390 ft. lbs.
2nd Level, Grid C.5-7.3, Mk. F18 6 3
5 bolts not
acces s ib 1e 330-360 ft. lbs.
2nd Level, Grid C-7.3, Mk. F18 6 6
2 bolts loose, I bolt at 40 ft. lbs.
tightened during testing.
300-400 ft. lbs.
2nd Level, Grid C-7.5, Mk. D20 6 6 320-420 ft. lbs.
2nd Level, Grid C-7.3, Mk. c18 I 8 380-450 ft. lbs.
2nd Level, Grid C-7.3, l.&. Dl7 8 8
1 bolt at 200 ft. lbs. tightened during
testing.
300-390 ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Dotcrrined by Skidnore-l{i lheln Cal ibration uachiiF-
Observed Uy _gag_Maqorb_
Job No. 26,795
Job Description Vail Professional Building
CITEN 6 ASSOCIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No. 30
Page 9 oi 10
Date 9-25-84
Connection Locat ion Nrmberof Bolts
Number of
Bolts Tested Comment s Tested Torque and Rernarks
2nd Level, Grid C-8, Mk. D20 6 3 3 bolts not
accessible 330-420 ft. lbs.
2nd Level , Grid C-8, Mk. Kl6 e
4
3/ 4"
L t1g,'4 - 3/4"
4 bolts not
accessibl e 380-480 ft. 1bs.
2nd Level , Grid B-8, Mk. Kl6 ll tl tt tt lt 360-440 ft. lbs.
2nd Level, Grid B-8, Mk. C20 6 3
3 bolts not
accessible 320-450 ft. lbs.
2nd Level , Grid 8-7.6, Mk. C20 6 tl tl 400-420 ft. lbs.
2nd Level, Grid 8-7.6, Mk. N17 8 J It 300+ ft. lbs.
2nd Level, Grid 8-7.6, Mk. B20 6 6 380-410 ft. lbs.
Znd Level, Grid A-7.6, Mk. 820 6 3
5 bolts not
accessible 360-410 ft. lbs.
2nd Level, Grid A-7.6, Mk. Bl7 6 /,
4 bolts not
accessible 360-420 ft. lbs.
2nd Level, Grid A-7, Mk. B17 6 6 400-480 ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Determined by skidnore-tvilheln calibration uaEfrTiF
Observed Uy fq.-p!otU_
cHtN 6 ASSoCIATtiS, INC.
IIIG}I STRENGTII BOLTSJob No' 26 '795 Bolt Tightness
Job Description Vail LrolEessioD4l Buildins
Report No. 50
Page 10 of tO
Date 9-25-84
Connection Locat ion Numberof Bolts
Number of
Bolts Tcsted Cornnent s Tested Torque and Remarks
2nd Level , Grid A-7, Mk. Hf7 6
3 bolts not
acces s ib 1e 390-500 ft. lbs.
2nd Level, Grid A-7, Mk. Cl6 I0 - 314"*
4 - L L/81'4
*l3/4tt bolt nissir
5 bolts not
accessible.
t.
400-480 ft. lbs.
2nd Level, Grid A-6, Mk. H17 6 5
3 bolts not
accessible 380-410 ft. lbs.
2nd Level, Grid A-6, Mk. 816 L0 - 314"*4-LI/8"9
*1 - 3/4" bolt
missing 380-460 ft. Ibs.
Daily Torque Calibration for 28 kip tension: *
Determined by sk idmore -wi I he ln Cal ibrat ion uaEf iie.-
Observed by Gary MaComb
tilIf,lt chen and associates, inc.
}z I c0NsuLTrNG r:gJfirJlurol ENGTNEERS
E3 Grenwood springs, co gr6or
Morgan Construct ion
CONSTRUCTION ACTIVITIES REPORT
JoB NO. 26,795 DArE_ 9-26-94
DAILY REPoRT no. 31 sxEer I or 16
arrra"r. Vail Professional Building
Structural SteelTO:
P.O. Box 2210
Vail, C0 81657
Attn: Jin Morgan
wEATHER CQNDITTONS AND TEMPEFATURE Overcast, rain in p.n.; 40's.
CONTFACTOR'S E OU IP MENT
CONSTRUCTION
roof levels.
ACTIVITIES High strength bolts were torque tested at the 2nd, 3rd and
Bolts noted to be less than specified torque were tightened duri.ng testing
when nossible see attached sheets for locations, details and results of bolts tested
VERBAL COMMUNICATION WITH CONTRACTOF, ENGINEER. ARC HITE CT. OWNE R
on this date).
Gary MaConb/Darrell Huss
FIELD F€PRESENTATIVE: Robert L. Boland, Inc.
Town of Vail Bldg. Dept.
Boyle Engineering
Leonard Winetraub & Assoc.
Hans Froeschle
cc
APPROVEO BY
Job No. 26-795
Job Description Vail Professional Building
CIIEN G ASSOCIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No.
Page 2
Date 9-26-84
31
t6of
Connection Locat ion Numberof Bolts
Number of
Bolts Tested Comnent s Tested Torque and Renarks
2nd Level, Grid A-5, Mk. A17 3
5 bolts not
accessible
I bolt at 160 ft. lbs. tightened during
t est ing .
300-340 ft. lbs.
2nd Level, Grid A-5, Mk. M16 6
4
3/4"
11/g',3 - 3/4"tl il 330-360 ft. lbs.
2nd Level, Grid A4 East, Mk. Ml6 tt tl tl tt tl tl 380-500 ft. lbs.
2nd Level, Grid A-4 West, Mk. M16 tt tl tt tl It tl 360-440 ft. lbs.
2nd Level, Grid A-3 East, Mk. M16 tl tl tt tt 380-440 ft. lbs.
2nd Level, Grid A-3 West, Mk. Al7 6 3 tl tt 330-400 ft. lbs.
2nd Level, Grid A-2, Mk. A17 6 6
3 bolts at 100-160 ft. lbs. tightened
during testing.
300-480 ft. lbs.
2nd Level, Grid A-2, Mk. C17 6 6
3 bolts at 180-190 ft. lbs. tightened
during testing.
300-420 ft. lbs.
2nd Level , Grid A-2, Mk. A165 L0 - 314''4-|L1s"10 - 314"
5 bolts at 100-160 ft. lbs. tightened
during testing.
300-420 ft. Ibs.
2nd Level, Grid A-].3, Mk. C17 6 5
2 bolts at 160-180 ft. lbs. tightened
during testing.
340-380 ft. lbs.
Daily Torque
Deternined by
Calibration for 28 kip tension: *
Skidnore-Wi lheln Cal ibration Machine.
Gary MaConbObserved by
Job No.26 795
Job Description Vai.l Professional Building
CHEN € ASSoCTATES, rNC.
IIIGTI STRENGTII BOLTS
Bolt Tightness
Report No.31
Page 3 of
Date 9-26-84
16
Connection Locat ion Nunberof Bolts
Nunber of
Bolts Tested Comment s Tested Torque and Remarks
2nd Level, Grid B-1.3, Mk. A20 6 6 420-480 ft. lbs.
2nd Level, Grid B-1.3, Mk. G17 8*6
*2 bolts nissing6 acutal in place
Flame cut bolt
hol es .
I bolt at 160 ft. lbs. tightened during
te st ing .
300-360 ft. lbs.
2nd Level, Grid C-I, Mk. F16 8
4
3/4"I 173"4 - 3/4"
4 bolts not
accessible 370-4SO ft. 1bs.
2nd Level, Grid C-1, Mk. Ml7 l0 9
I bolt not
accessible
I bolt loose, 2 bolts at 60-100 ft. lbs.
tightened during testing.
300-450 ft. lbs.
2nd Level, Grid C-l, Mk. M22 4
z Dolts noE
accessible. Fl amecut bolt holes
2 bolts at 100-200 ft. lbs. tj.ghtened
during testing to 300+ ft. lbs.
2nd Level, Grid C-I, Mk. Hl6 8
4
3/4"I 1/9"4 - 3/4"
4 bolts not
accessible 280-360 ft. lbs.
2nd Level, Grid B-1, Mk. 818 6 6
3 bolts at 30-100 ft. lbs. tightened
during testing.
3OO-420 ft. lbs.
2nd Level, Grid B-1, Mk. Fl6 8
4
s/4"
1 l79"4 - 314"
4 bolts not
accessible 520-400 ft. lbs.
3rd Level, Grid C.3-1, Mk. G23 8 6
2 bolts not
accessible
4 bolts at L20 ft. lbs. tightened during
test ing .
300-420 ft. lbs.
3rd Level, Grid C.3-2, Mk. G25 4 J
I bolt notaccessible. Ibolt narked for
tightening.
3 bolts at 60-100 ft. lbs.; 2 bolts
tightened to 300+ ft. lbs. I bolt "rolling- not corrected.
Daily Torque
Dcternined by
Calibration for 28 kip tension: *
Skidnore-Wilheln Calibration Machine.
Gary MaConbObserved by
Job No. 26,795
Job Description Vail Professional lqlllding
CI{EN 6 ASSOCIATES, INC.
|IIGH STRENGTII BOLTS
Bolt Tightness
Report No. 3l
Page 4 of 16
Date 9-26-84
Connection Locat ion Nunberof Bolts
Nunber of
Bolts Tested Conment s Tested Torque and Renarks
3rd Level, Grid C.8-2.5, Mk. K22 4 4 380-450 ft. lbs.
3rd Level, Grid C.7-2.5, Mk. c20 4 4
4 bolts at 120-160 ft. Ibs. tightened
during testing to 300+ ft. lbs.
3rd Level, Grid C.8-3.0, Mk. H23 8 8
8 bolts at I2O-2OO ft. lbs. tightened
during testing to 300+ ft. lbs.
Srd Level, Grid C.8-3.0, Mk. G22 10 ,t
9 bolts not
accessible
I bolt at 60 ft. lbs. tightened during
resting to 300 ft. lbs.
3rd Level, Grid C.8-4.0, Mk. H23 8 8
3 bolts narkedfor tightening
8 bolts at 100-160 ft. lbs. 5 bolts
tightened to 300+ ft. lbs. during testing.
5 bolts "rollingr' - not corrected.
Srd Level, Grid C.8-4.0, Mk. H22 8 8
I bolt narked
for tightening 8 bolts at 100-160 ft. lbs. 7 bolts
tightened to 300+ ft. lbs. during testing.I bolt "rollingri - not corrected.
Srd Level, Grid C.8-4.8, Mk. K20 i 4
2 bolts rnarked
for tightening
4 bolts at 80-100 ft. lbs., 2 bolts
tightened to 300+ ft. lbs. during testing.
2 bolts rrrollingrt - not corrected.
3rd Level, Grid C.8-5.0, Mk. K23 8*
I bolt rnissing.I bolt marked for
tightening.
7 bolts at 4O-L2O ft. lbs., 6 bolts
tightened during testing to 300+ ft. lbs.I bolt rrrollingrr - not corrected.
3rd Level, Grid C.8-5, Mk. H22 8 ..t
4 bolts not
acces s ibl e
4 bolts at 40-100 ft. lbs. tightened
during testing to 300+ ft. lbs.
3rd Level, Grid C.55-5, Mk. 820 4 4
4 bolts at 100-160 ft. lbs. tightened
during testing to 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Dcteroined by Skidnore-l{ilheln Galibration uaEfiil
Observed Uy _C"tY tl1!9*U_
Job No. 26,795
Job Description Vail Professional Building
CHEN 6 ASSOCIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No. 31
Page 5 of 16
Date 9-26-84
Connection Locat ion Nunbe rof Bolts
Nunber of
Bolts Tcsted Comnent s Tested Torque and Remarks
Srd Level , Gri-d C.33-5.4, Mk. M20 )z
2 bolts at 160-180 ft. lbs. tightened
during testing to 300+ ft. Ibs.
Srd Level, Grid C.1-4.8, Mk. G15 z 2 300-320 ft. lbs.
3rd Level, Grid C.1-5.0, Mk. clS L
2 bolts narked
for tightening 2 bolts rolling" - not corrected.
3rd Level, Grid C.75-5.5, Mk. G20 4 4
4 bolts at 120-160 ft. 1bs. tightened
during testing to 300+ ft. 1bs,
3rd Level , Grid C.75-6.0, Mk. G20 4 3
I bolt not
accessible
3 bolts at 90-140 ft. lbs. tightened
during testing to 300+ ft. 1bs.
Srd Level , Grid C.8-5.5, Mk. L22 4 i 330-410 ft. lbs.
3rd Level, Grid C.5-6.0, Mk. F23 8 8 350-450 ft. lbs.
3rd Level, Grid C.33-5.5, Mk. E20 4 4
I bolt at 200 ft. lbs. tightened during
test ing .
300-350 ft. lbs.
Stair #2, 2ndlSrd Level
Intermediate Landing
Grid C.9S-5.5, Mk. C33
2
I bolt narked
for tightening
2 bolts at 100-120 ft. lbs., I bolt
tightened to 300+ ft. lbs. I bolt ',rol1ing- not corrected.
Stair #2, 2ndl3rd Level
Intermediate Landing
Grid C.9-5.5, Mk. C32
I I
Flane cut bolt
holes
I bolt at 80 ft. lbs. tightened during
testing to 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Determined by Skidnore-Wilhelrn Cal ibration tuaEFiiil
Observed by GarY MaConb
ct{EN G ASSoCIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No.
Page 6of 16
Date 9-26-84
31
Job No. 26,795
Job Description Vail Professional Building
Connection Locat ion Nunbcrof Bolts
Nurnber o f
Bolts Testdd Comment s Tested Torque and Renarks
Stair #2, 2ndlSrd Level
Intermediate Landing
Grid C.85-5.5, Mk. E32
2 2
Fl ane cut bolt
holes
2 bolts at 110-130 ft. lbs. tightened
during testing to 300+ ft. lbs.
Stair #2, 2nd,/3rd Level
Internediate Landing
Grid C.85-6.0, Mk. E32
2 z
2 bolts at 60-140 ft. lbs. tightened duringtesting to 300+ ft. lbs.
Stair #2, 2nd/Srd Level
Interrnediate Landing
Grid C.9-6, Mk. C32
1 I
Flame cut bolt
hord
I bolt at 100 ft. lbs. tightened during
testing to 300+ ft. lbs.
Stair #2, 2ndl3rd Level
Intermediate Landing
Grid C.95-6, Mk. C53
2 2
2 bolts at 90-150 ft. lbs. tightened
during gesting to 300+ ft. lbs.
Stair #2, 2ndl3rd Level
Internediate Landing
Grid D-5.5, Mk. A37
2 2
I bolt narked for
tightening
2 bolts at 40-90 ft. lbs., I bolt
tightened to 300 ft. lbs. during testing.I bolt I'rollingrt - not corrected.
Stair #2, 2ndl5rd Level
Internediate Landing
Grid D-6, Mk. A37
2 2
2 bolts at 120-150 ft. lbs. tightened
during testing to 300+ ft. lbs.
Stair #2, 2ndl3rd Level
Interoediate Landing
Grid D-6, Mk. Lfg
6 6
6 bolts at 80-190 ft. lbs. tightened
during testing to 300+ ft. lbs.
Stair f2, 2ndlSrd Level
Internediate Landing
Grid D-5.5, Mk. 119
6*2
*1 bolt nissing.
3 bolts not
accessible.
2 bolts at 80-110 ft. lbs. tightened
during testing to 300+ ft. Lbs.
3rd Level, Grid D-6, Mk. G21 L2 - s14"4-LL/8"6 - 314"
6 - 3/4'r bolts
not accessible 370-520 ft. lbs.
Srd Level , Grid D-5.5, Mk. F22 6 6
3 bolts at 110-140 ft. lbs. tightened
during testing.
300-360 ft. lbs.
Daily Torque Cal.ibration for 28 kip tension: *
Deteruined by Skidnore-l{ilheln Calibration uadliF
Observed by Gary MaConb
CHEN 6 ASSoCTATES, rNC.
IIIGII STRENGTII BOLTSJob No. 26.79s Bolt Tightness
Job Description
Report Ho. 51
Page 7 of 16
Date q- 26- Ra
Connection Locat ion Nunberof Bolts
Number of
Bolts Tested Comnent s Tested Torque and Rernark s
Roof Level, Grid D-6, Mk. G24 6 4
2 bolts not
accessible
2 bolts loose, 2 bolts at 40-720 ft. lbs.,
4 tightened to 300+ ft. lbs. during testj.ng
Roof Level, Gri.d D-5.5, Mk. G24 6 3
Z bolts rnarked fortightening. 3
bolts not
acceqsihle
3 bolts at 40-100 ft. lbs., I bolt
tightened to 500 ft. lbs. during testing.
2 bolts "ro1ling - not corrected.
Roof Level, Grid D-5.5, Mk. E26 6 2
4 bolts not
accessible
2 bolts at 40-80 ft. lbs. tightened
during testing to 300+ ft. lbs.
Roof Level, Grid D-6, Mk. A26 l0 5
5 bolts not
access i.bl e
5 bolts at 100-150 ft. lbs. tightenedto 500+ ft. lbs. during testing.
Daily Torque Calibration for 28 kip tension: *
Determined by Skidnore-wilheln Calibration uaEfiit-
Observed by GarY MaConb
Job No. 26.795
Job Description ta:!f Lrofgs ional Building
ctillN q AssocrAT[s, rNc.
IIIGII STRENCTII BOLTS
Bolt Tightness
Report No. 3l
Page 8 of 16
Date 9-26-84
Connection Locat ion Numbe rof Bolts
Nunbel of
Bolts Tested Commen t s Tested Torque and Renarks
2nd Floor, Grid C-6, Mk. Cf3 & 818 8 8 300+ ft. lbs.
2nd Floor, Grid C-6, Mk. C12 10+4 10
3 bolts loose
(ro1lers)500+ ft. lbs.
2nd Floor, Grid C-6, Mk. G16 10+zf 10 300+ ft. lbs.
2nd Floor, Gri.d C.5-5, Mk. 819-818 6 6 300+ ft. lbs.
2nd Floor, Grid C-5, Mk. B18 8 4
4 bolts not
accessible 300+ ft. lbs.
2nd Floor, Grid C-5, Mk. P12 10+z[5
5 bolts not
accessibl e 300+ ft. lbs.
2nd Floor, Grid C-5, Mk. L20 16 T2
4 bolts not
accessible 300+ ft. lbs.
2nd Floor, Grid C-4, Mk. Pfz l0+zf l0 300+ ft. lbs.
2nd Floor, Grid C-4, Mk. 812 I0+4 10 300+ ft. lbs.
2nd Floor, Grid C-4, Mk. Clf I2 10 2 bolts not
accessible 300+ f1 . 16t.
Daily Torque Calibration for 28 kip tension: *
Deternined by Sk idmore -ltri I he lm Cal i brat ion MaEf,Tit-
Observed by Darrell lfuss
Job No. 26 -7gS
Job Description Vail professional Buildins
CHLN 6 ASSOCIATES, INC.
IIIGII S'TRENGTII BOLTS
Bolt Tightness
Report No. 3l
Page 9 of 16
Date 9-26-84
Connection Locat ion Numbcrof Bolts
Nurnber of
Bolts Tcsted Conments Tested Torque and Rernarks
2nd Floor, Gri.d C-3, Mk. Ef2 10+4 l0 300+ ft. lbs.
2nd Floor, Grid C-3, Mk. A18 8 8 300+ ft. lbs.
2nd Floor, Grid C-3, Mk. Cll t2 l0
2 bolts not
accessible 300+ ft. lbs.
2nd Floor, Grid C-2, Mk. 812 10+4 10 300+ ft. lbs.
2nd Floor, Grid C-2, Mk. A18 6 M17 8 8 300+ ft. lbs.
2nd Floor, Grid C-2.5, Mk. A19 &
Al8
6 6 300+ ft. lbs.
Srd Floor, Gri-d C-2, Mk. D23 & C22 6 8 300+ ft. lbs.
5rd Floor, Grid C-2, Mk. Dzf 10+z[10 300+ ft. lbs.
Srd Floor, Grid C-2, Mk. A2l 14+4 l4 300+ ft. lbs.
3rd Floor, Grid C-2.5, Mk. E22 € C ,2 6 6 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Deternined by Skidmore-Wilheln Calibration t"tadfrF
Observed by Darrell ltus1
Job No. 26-7gS
Job Description Vail Professional Buildine
CHEN 6 ASSoCIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No. 11
Page l0 of t6
Date 9-26-84
Connection Locat ion Nrmbcrof Bolts
Nunber of
Bolts Tested Cornnent s Tested Torque and Remarks
Srd Floor, Grid C-3, VR. C22 8 8 300+ ft. lbs.
3rd Floor, Grid C-3, Mk. K21 8+4 8
4 bolts were
loose Q were
toroued to300'ft. lbs.
200-250 ft. lbs.
3rd Floor, Grid D-3, Mk. A22 I H25 6 8 300+ ft. lbs.
Srd Floor, Grid C-4, Mk. K2l 8+4 8 300+ ft. lbs.
Srd Floor, Grid C-4, Mk. L2l 8+4 8 300+ ft. lbs.
3rd Floor, Grid C-4, Mk. A22EH23 6 8
4 bolts were
loose and were
torqued to
300 ft. lbs.
200-280 ft. lbs.
3rd Floor, Grid C-5, Mk. D22 8 4
4 bolts were loose
6 were torqued. 4
bo 1t s were'not
accessibl e .
200-250 ft. lbs.
3rd Floor, Grid C-5, Mk. A22G K23 8 8 300+ ft. lbs.
3rd Floor, Grid C-5, Mk. Lzl 8+4 8 300+ ft. lbs.
Srd Floor, Grid C-5.5,
ttk, F22 a D22
6 6 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Dctemined by Skidnore-Wilheln Calibration uafi'iiil
Observed by Darrell Huss
Job No. 26,795
Job Description Vail Professional Building
clrEN & ASSOCIATES, rNC.
IIIGII STRENGT}I BOLTS
Bolt Tightness
Report No. 3l
Page 11 of 16
Date 9-26-84
Connection Locat ion Nunbcrof Bolts
Number of
Bolts Tested Comnent s Tested Torque and Renarks
3rd Floor, Grid C-6, Mk. 821 L2+4 t2
6 bolts Loose 6
were torqued to
300+ ft. lbs.
180-250 ft. lbs.
Srd Floor, Grid C-6, Mk. G21 12+4 t2 300+ ft. lbs.
3rd Floor, Grid C-6, Mk.D22trE23 8 8 300+ ft, lbs.
3rd Floor, Grid C-7, Mk.823 6824 8 8 300+ft. lbs.
3rd Floor, Grid C-7, Mk. C21 12+4 T2 300+ ft. lbs.
3rd Floor, Grid C-7, Mk. E2l l0+4 10 300+ ft. lbs.
3rd Floor, Grid 8.5-7, Mk. C23 q
c2l
6 6 300+ ft. lbs.
Srd Floor, Grid 8.5-6,
Mk. c23 q B21
6 6
o bolts loose E
were torqued to
500+ ft. lbs.
No readr-ng, tlghtened durug testug.
3rd Floor, Grid 8-6, Mk. B2l 14+4 L4 300+ ft. lbs.
Roof Level, Grid 8-6, Mk. D25€M24 8 8 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Deterrined by Skidnore -l{i I he ln Cal i brat ion ttaEfr e .-
Observed bY Darrell ltuss
Job No.26,795
Job Description Vail Professional Building
cHtN € ASSOCIATES, INC.
IIIGII STRENCTII BOLTS
Bolt Tightness
Report No.31
Page t2 of
Date 9-26-84
l6
Connection Locat ion Nunberof Bo lts Nurnber of
Bolts Tested Conrnent s Tested Torque and Remarks
Roof Level, Grid 8-6, IUk. F28q K28 0 Not access ible
3rd Floor, Grid B-5, l&,. A22 8 8 300+ ft. lbs.
Roof Level, Grid B-5, Mk. 825 E 10 10 300+ ft. lbs.
Roof Level , Grid B-5, Mk. D25 8 8 300+ ft. lbs.
Srd Floor, Grid B-4, Mk. A22 8 8 300+ ft. lbs.
Roof Level , Grid B-4, Mk. B25E l0 10 300+ ft. lbs.
Roof Level , Grid B-4, Mk. B25W l0 10 300+ ft. lbs.
Srd Floor, Grid B-3, Mk. A22 8 8 300+ ft. lbs.
Roof Level, Grid B-5, Mk. B25W 10 l0 300+ft.lbs.
Roof Level, Grid B-3, Mk. D25W 8 8 300+ ft. lbs.
Daily Torque
Deteroined by
Calibration for 28 kip tension: *
Skidrnore-Wi lhelm Cal ibration uaEffrF
Darrell tfussObserved by
Job No. 26'795
Job Description Vail Professional Building
CITEN 6 ASSOCIATES, INC.
IIIGTI STRENGNI BOLTS
Bolt Tightness
Report No.
Page 13
Date 9-26-84
3I
16of
Connection Locat ion Numberof Bolts
Nunber of
Bolts Tested Connent s Tested Torque and Rernarks
Srd Floor, Grid B.5-2,
Mk. B-23 S A23 to Ml
6 6 300+ ft. lbs.
3rd Floor, Grid B.5-3,
Mk A-23 Q A23 to A22
6 6 300+ ft. lbs.
3rd Floor, Grid 8.5-4,
Mk. A23 e, A23 to A22
6 6 300+ ft. lbs.
3rd Floor, Grid B.5-5,
Mk. A23 et A23 to AZz
6 6 300+ ft. lbs.
3rd Floor, Grid C.5-7,
Mk. F23 & A24
8 4
4 bolts not
acces sibl e 300+ ft. lbs.
Srd Floor, Grid C.5-7, Mk. E21 l0+4 l0 500+ ft. lbs.
Srd Floor, Grid C.5-7.3, Mk. A24 4 t
z bolts not
accessible 500+ft. lbs.
3rd Floor, Grid C.5-7.3, Mk. D24 6 3 3 bolts not
accessible 300+ ft. lbs.
Srd Floor, Grid C-7.3, Mk. 824 4 4 300+ft. lbs.
3rd Floor, Grid C-7.3, Mk. D24 6 5
3 bolts not
access ib 1e
Daily Torque Calibration for 28 kip tension: *
Determined by Skidnore-wi lhe ln Cal ibration ua6ii?l-
Observed by Darrell Huss
Job No. 26,795
Job Description Vail Professional Building
CHEN 6 ASSOCIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No.3l
Page 14 of' 16
Date 9-26-84
Connection Locat ion Nunberof Bolts
Nunber of
Bolts Tested Connent s Tested Torque and Renarks
Srd Floor, Grid C-7.3, YIk. 822 8 4
4 bolts not
acc es s ib 1e 500+ ft. Lbs.
3rd Floor, Grid 8.5-7.3, Mk. 822 4 4 300+ ft. lbs.
3rd Floor, Grid B-7.5, Mk. B22 8 4
4 bolts not
acces s ib 1e 300+ ft. lbs.
Srd Floor, Grid B-7, Mk. C21 14+4 74 300+ ft. lbs.
Roof Level , Grid B-7, Mk. M24 6 6
2 bolts are
missing 300+ ft. lbs.
Roof Level, Grid B-7.3, Mk. G24 6 3
3 bolts not
accessibl e 300+ ft. lbs.
Roof Level, Grid A-7, Mk. R24 6 2
4 bolts not
acc es s ibl e 300+ ft. lbs.
Roof Level, Grid A-7, Mk. C28 0 None were
access ib I e
Roof Level , Grid A-6, Mk. EL7ER24 6 2
4 bolts not
acces s ibl e 500+ ft. lbs.
Roof Level, Grid A-5, Mk. 817 6 I
5 bolts not
access ibl e 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Deternined by Skidnore-Wi lhe ln Cal ibrat ion t'tachii?l-
Observed by Darrel l Huss
Job No. 26.795
Job Description Vqil Profegsional Buif{ing
CI{EN € ASSOCIATES, INC.
IIIGH STRENGTII BOLTS
Bolt Tightness
Report No. 31
Page 15 of- 16
Date 9-26-84
Connection Location Nunberof Bolts
Nunber ofBolts Tested Comnent s Tested Torque and Renarks
Roof Level, Grid A-5, Mk. N16 8 3
5 bolts not
acces s ibl e 500+ ft. lbs.
Roof Level, Grid A-4, Mk. Nl6 8 I
7 bolts not
accessible 300+ ft. lbs.
Roof Level, Grid A-4, Mk. N16 8 I
7 bolts not
accessible 500+ ft. lbs.
Roof Level , Grid A-3, Mk. Nl6 8 I I bolt was loose
6 torqued to 300ft. lbs.7boltsnot accessi hl e
200 ft. lbs.
Roof Level, Grid A-3, Mk. 817 6 t
I bolt loose &torqued to 300ft. lbs. 5 bolts
not accessible.
180 ft. lbs.
Roof Level, Grid A-2, Mk. E17 6 0
6 bolts not
accessible
Roof Level, Grid A-2, Mk. D28 0 0 None were
acces s ib 1e
Roof Level, Grid B-2, Mk. L24
6 D2sW
8 8 300+ ft. lbs.
3rd Floor, Grid B-2, Mk. A21 14+4 t4 300+ ft. lbs.
3rd Floor, Grid B-2, l&.. E24 6 6 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Detercnined by Skidnore-l{i lhe ln Cal ibration ttadTilT
Observed by Darrell Huss
Job No. 26,795
Job Description Vail lrofgssional Building
CHEN & ASSOCIATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No. 3l
Page 16 of 16
Date 9-26-84
Connection Locat ion Nunberof Bo lts Numbe r ofBolts Tested Comment s Tested Torque and Renarks
3rd Floor, Grid B-1.3, Mk. 824 6
F24
6 3
3 bolts not
acces s ible 300+ ft. lbs.
Roof Level, Grid B-1.3, Mk. L246
Fr7
6
3 bolts not
acces s ibl e 300+ ft. lbs.
Roof Level, Grid B-1, Mk. L24 6 3
3 bolts not
accessible 300+ ft. lbs.
Roof Level, B-1, Mk. H28 0 None were
accessible
Roof Level, B-1, Mk. E24 4 2
2 bolts not
acces s ib 1e 500+ ft. lbs.
Srd Floor, Grid B-1, Mk. H21 12+!,6
6 bolts not
accessible 300+ ft. lbs.
Srd Floor, Grid 8.5-1, Mk. B23 6 6 300+ ft. lbs.
3rd FJ.oor, Grid C-1, Mk. D23 6 6 300+ ft. lbs.
Srd Floor, Grid C-l, Ml . H2l 12+4 6 6 bolts not
accessible 300+ ft. lbs.
Roof Level, Grid C-1, Mk. K25 I 8 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Deternined by Skidrnore-t{i lheln Cal ibrat ion ttaffiF
Observed by Jarrell_lU:.:-__
--
chen and associates, inc.
CONSULTING GEOTECHNICAL ENGINEERS
5080 Rd. 154
Glenwood Spnngs. CO 81601
To: MorganConstruction
P.O. Box 2210
Vail. CO 81657
Attn: Jim Morsan
CONSTRUCTION ACTIVITIES REPORT
JoB No. 26.795 oete--9=?.@.-
DAILY REPoRT ruo. 32 sHEer 1 oF 5
ggg.rg61. Vail Professional Building
Structural Steel
WEATHER CONDITIONS ANO TEMPERATURE
CONTRACTOR'S EOUIPMENT
coNsTRUcTtoN AcrtvlTtEg Numerous 3/4r' and 1 1/8 inch high strength bolts were torque
tested lhis datg. Bolts were tested where accessible and tightened during testing if
needed exceot at locations noted.
VEREAL COMMUNICATION WITH CONTRACTOR, ENGINEER, ARCHITECT, OWNER
Darrell lhrss
FIELO REPRESENTATIVEcc: Robert L. Boland, Inc.
Town of Vail Bldg. Dept.
Boyle Engineering
Leonard Winetraub 6 Assoc.
Hans Froeschle
APPROVEO BY
Job No. 26-793
Job Description Vail professional Building
CHEN 6 ASSoCIATES, tNC.
IIIGH STRENGTII BOLTS
Bolt Tightness
Report No. _-L_
Page 2 of, 5
Date 9-27-84
Connection l,ocat ion Numberof Bo lts Number of
Bolts Tested Connent s Tested Torque and Renarks
Roof Level, Grid B.5-1 , Mk. E27
G H28
0
None were
accessibl e
Roof Level, Grid C-2, Mk. K25 8 8 3 bolts loose
(rol lers)500+ ft. lbs.
Roof Level, Grid C-2, Mk. C25W 8 8 300+ ft. lbs.
Roof Level , Grid C-2, Mk. 826qG28 0
None were
accessible
Roof Level, Grid C-3, Mk. C25W 8 8 500+ ft. Ibs.
Roof Level, Grid C-3, Mk. A25W IO 10 300+ft.lbs.
Roof Level , Grid C-4, Mk. A25l{10 10 300+ ft. 1bs.
Roof Level , Grid C-4, Mk. A25E l0 10 500+ ft. lbs.
Roof Level , Grid C-5, Mk. A25E 10 t0
2 bolts loose &
torqued to 300
ft. lbs.
250 ft. lbs.
Roof Level, Grid C-S, l.{k. C25E 8 4
4 bolts not
accessible 500+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
DcteroinedbySkidrnore-WilhelnCalibrationt'ta6-lne.-
Obsened by Darrell ltuss
CHEN G ASSOCIATES, INC.
IIIGH STRENGTII BOLTSJob No' 26'795 Bott Tightness
Report No. 32
Page 3 of 5
Date 9-27-84Job Description Vail Professional Building
Connection Locat ion Nunberof Bo lts Number of
Bolts Tcsted Comnent s Tested Torque and Renarks
Roof Level, Grid C-6, Mk. C25E &
M24
8 8 300+ ft. lbs.
Roof Level, Grid C-6, Mk.M6e
D28
0 None were
accessible
Roof Level, Grid C-7, Mk. M24 6
H24
6 6
2 bolts nissing
300+ ft. lbs.
Roof Level, Grid C-7,, Mk. C27 6
c28
0
None were
ac ces s ibl e 300+ ft. lbs.
Roof Level, Grid C-7.3, Mk. H24 6 6 500+ ft. lbs.
Roof Level, Grid C-7.5, Mk. B27 6
A28
0
None were
acces s ib 1e
Roof Level, Grid 8.5-7.3, Mk. K24 6 J
3 bolts not
accessible 300+ft. lbs.
Roof Level , Grid 8.5-7.3, Mk. A28
6 828
0 None were
accessible
Roof Level, Grid 8.5-7, Mk. K24 q
P24
6 3
3 bolts notaccessible Q 2
were ni-ssing
300+ ft. lbs.
Roof Level , Grid 8.5-6, Mk. E25 G
P24
8 4
4 bolts not
acces s ib 1e 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Determined by skidmore-wi lheln Cal ibrat ion tqaEf iiF
0bserved bI _ Dart"ll Huss
-- -_
Job No. 26.295
Job Descriptiot
ct{EN 6 ASSOCIATES, INC.
IIIGII S'TRENGTII BOLTS
Bolt Tightness
Report No. ___--g_
Page _4 of s
Date 9-27-84
Connection Locat ion Numberof Bolts
Numbe r of
Bolts Tested Connent s Tested Torque and Remarks
Roof Level , Grid B.5-5, Mk. E25 &
E2S
8 4
4 bolts not
acc es sib I e 500+ ft. lbs.
Roof Level, Grid 8.5-4, Mk. E25 €
825
8 4
4 bolts not
acce s sibl e 300+ ft. lbs.
Roof Level, Grid B.5-3, Mk.825 &
E25
8 4
4 bolts not
acces s ibl e 300+ ft. lbs.
Roof Level , Grid H.5-2, Mk. H25 q
E2S
8 4
4 bolts not
accessible 500+ ft. lbs.
Roof Level , Grid C.5-3, Mk. F25 6
BL7
6 t
5 bolts not
accessible 300+ ft. lbs.
Roof tevel, Grid C.S-4, Mk. Bl7 E
BL7
6 .l
5 bolts not
acc es s ibl e 300+ ft. lbs.
Roof Level, Grid C.5-5, Mk. B17 €
D26
6 2
z bolts loose &torqued to 300ft.'lbs. 4 notaccessible
260 ft. lbs.
Roof Level, Grid C.5-6, Mk. D26 q
C26 to A26
0
None riere
acces s ib 1e
Roof Level, Grid C.5-7, Mk.c26 eI
H24
6 I
5 bolts not
accessible.
2 missing.
300+ ft. 1bs.
Roof Level, Grid C.5-7.3, Mk. H24 6 I 5 bolts not
accessible 300+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Deternined by Skidnore-Wilheln Calibration uaffiiil
Observed by Darrell lfuss
Job No. 26.795
Job Description Vail Professiolel lrdl1lilC
CHEN q ASSoCTATES, INC.
ITIGH STRENGNI BOLTS
Bolt Tightness
Report No. 32
Page 5 of 5
Date 9-27-84
Connection Locat ion Numberof Bolts
Number of
Bo lt s Tested Comrnent s Tested Torque and Renarks
Roof Level, Grid C.5-7.3, Mk. 827 0
None wete
acces sible
All I l/8'' H.S. bolts were loose,rut were later rightened with a torque wrench t 1000 ft. lbs. except the following:
2nd Floor, Grid C.8-1, Mk. H16 4 0
None were
access ib I e
2nd Floor, Grid C-1, Mk. H16 4 0 None were
access ibl e
2nd Floor, Grid A-7, Mk. C16 4 0
None wete
access ibl e
3rd Floor, Grid C-3, Mk. K21 4 0
None were
acces s ibl e
Srd Floor, Grid B;5:7, Mk;.C21 4 0
None were
accessible
Daily Torque Calibration for 28 kip tension: *
Determined by Skidnore-wilheln Calibration uaEiil
Observed by Daqlgll lfuss
TO:
chen and associates, inc.
CONSULTING GEOTECHNICAL ENGINEERS
5080 Rd. 154
Glenwood Springs, CO 81601
Morgan Construction
P.O. Box 2210
Vail. CO 81657
Attn: Jin Morgan
COT{STRUCTION ACTIVITIES REPORT
JoB No. 26 -7es orre ___L.2lH4_-
DAILY REPoRT Ho. 33 sneer 1 or 3
SUBJECT:Vail Professional Building
Structural Steel
WEATHER CONDITIONS ANO T E MP ER ATURE Mostly clear, 40rs.
CONTRACTOR'S EOUIPMENT
coNsrRucrtoN AcrtvtTl* Per request of Mike Ellis, the diaphragn 'rXfr bracing in stair
wells was checked for weld acceptability. Both stair wells were found to have inconplet
and undersize welds at xrr bracing.
Several bolts were checked on this date for torque including sorne previously
rted for "roll " Bolts were tightened if
VERBAL COMMUNICATION WITH CONTRACTOR, ENGINEER. ARCHITECT. OWNER
Gary MaComb Hans Froeschle
FIELD REPRESENTATIVE
Robert Boland, Inc.
Town of Vail Bldg. Dept.
Boyle Engineering
Leonard Winetraub G Assoc.
APPROVEO BY
Job No . 26,795
Job Description Vr{ Professlg4al uildi4g
CHIIN 6 ASSoCIATES, INC.
IIIGH STRENGTII BOLTS
Bolt Tightness
Report No. 34
Page 2 of- 5
Date 9-29-84
Connection Locat ion Numbe rof Bolts
Nunber of
Bolts Tested Comnent s Tested Torque and Renarks
2nd Level, Grid C-3, Mk. K17 I2 2
9-17 reported
deficiencies
corrected
410-450 ft. lbs.
lst Floor, Grid B-3, Mk. Al2 r0 - 314"4-I11s"I - 314rr
9-20 reported
defi c i enc ie s
corrected
Tightened during testing to 400 ft. lbs.
lst Floor, Grid C-5, Mk. Nl2 12 - 314"
4-II1g"2 - 3/4"tl tl Tightened during testing to 340 ft. lbs.
Stair #2 2ndl3rd Level
Internediate Landi-ng
Grid D-5.5, Mk. A37
z I
9-26 reported
deficiencies
correct ed
tl tt ll
Stair #2 2nd/Srd Level
Internediate Landing
Grid C.95-5.5, Mk. C33
2 I tt tl Tightened during testing to 300+ ft. 1bs.
Roof Level , Grid D-5.5, Mk. G24 6 2 tt tl Tightened during testint to 340+ ft. lbs.
Roof Level, Grid D-2, Mk. G24 6 3
3 bolts not
accessible
3 bolts loose tightened during testing to
340+ ft. lbs.
Roof Level, Grid D-2, Mk. A27 6 3 tl ll
3 bolts at 60-110 ft. lbs. tightened
during testing to 540+ ft. lbs.
Roof Level, Grid D-2.5, Mk. E26 6 3 It tl
3 bolts at 90-140 ft. lbs. tightened
during testint to 540+ ft. lbs.
Roof Level, Grid D-2.5, Mk. G24 6 3 tt
5 bolts loose, tightened during testi.ng
to 340+ ft. lbs.
Daily Torque Calibration for 28 kip tension: *
Deter:mined by Sk idnrore-Wi lhe lm Cal ibrat i.on t'tadfiil
Observed bI _ Gary uacotnh
Job No. 26,795
Job Description Vail Professional Building
CHEN E ASSOCIATES, INC.
IIIGH STRIjNGTII BOLTS
Bolt Tightness
Report No. 34
Page 3 of s
Date 9-29-84
Connection Location Nunberof Bolts
Nunber of
Bolts Tested Comnent s Tested Torque and Renarks
2ndl3rd Level
Intermediate Landing
Grid D-2.5, Mk. H18
6 3
5 bolts not
accessible
3 bolts at 60-140 ft. lbs. tightened
during testint to 340 ft. lbs.
2ndl3rd Level
Internediate Landing
Grid D-2.5, Mk. A34
2
I bolt loose, 1 bolt at 100 ft. lbs.
tightened during testing to 340+ ft. lbs.
2nd,/3rd Level
Internediate Landing
Grid D-2, Mk. A54
2 2
2 bolts loose, tightened during testingto 340+ ft. lbs.
2ndl3rd Level
Interrnediate Landing
Grid D-2, Mk. H18
6 3
3 bolts not
acces s ibl e
1 bolt loose, 2 bolts at 60-90 ft. lbs.
tightened during testing to 340+ ft. lbs.
2ndlSrd Level
Intermediate Landing
Grid C.9-2.5, Mk. 833
2 2
I bolt loose, 1 bolt at 100 ft.. lbs.
tightened during testing to 340+ ft. 1bs.
2ndl3rd Level
Intemediate Landing
Grid C.85-2.5, Mk. B32
I I
I bolt at 90 ft. lbs. tightened during
testing to 340+ 'ft. lbs.
2nd,/Srd Level
Intermediate Landing
Grid C.8-2.5, Mk. D52
2 2
2 bolts at 70-110 ft. lbs. tightened
during testing to 340 ft. lbs.
2ndl3rd Level
Intermediate Landing
Grid C.8-2.0, Mk. D32
2 2
2 bolts at 80-120 ft. lbs. tightened
during testint to 540+ ft. Ibs.
2ndl3rd Level
Internediate Landing
Grid C.85-2.0, Mk. B52
I I
I bolt at 120 ft. lbs. tightened during
testing to 340+ ft. Ibs.
2ndlSrd Level
Intermediate Landing
Grid C.9-2.0, Mk. B53
2 2
2 bolts at 90-140 ft. lbs. tightened
during testing to 340+ ft. lbs.
*Daily Torque Calibration for 28 kip tension:
Determined by Skidnore-ltli lheln Cal ibrat ion ua$iiF
0bserved bY GarY MaConb
chen and associltes, inc.
CONSUTTING GEOTECHNICAL ENGINEERS
5080 Rd. 154
Glenwood Sprangs, CO 81601
CONSTRUCTION ACTIVTTIES REPORT
JoB NO. 25.795 DArE 10-1-84
DAILY REPoRT Ho. 54 sxeer I or 3
SUBJECf:Vail Professional Building
St,ructural SteelTO:Morgan Constructig!
P.0. Box 2210
Vail. CO 81657
Attn: Jin Morgan
WEATHER CQNDITIONS ANO TE MP ER ATURE Partly cloudy, 40rs.
CONTRACTOR'S EOU]PMENT
CONSTRUCTION ACTIVITIES Mike Ellis requested inspection of the flange bracing
nodification (per Sl revised drawing) for wood deck storage addition to 3rd floor.
Observed Mk. A2l on 2 line south of 8.5 grid. Loner flange had been braced with a
3 x 3 x 5/16 angle welded approxinately 5" of l" fillet at roughly 9" centers. Top
flange had 11" 0.D. round bar welded approximately 2't to 2t" of -,)s/t6'r fillet
on roughly 8-9" centers at flange, also sinilar at web interface.
Observed stalnrell- I'X" bracing as having undersized and incompleted we1ds. Con-
tractor was notifLed.
Varlbus- bo1ts. were tested and retested on this date (see attached sheets for
locations and details.) -
VERBAL COMMUN]CATION WITH
stated that 2rr x 1/4r' weld
CONTRA CTOR.
at 6rr O.C. had
ENGINEER. ARCHITECT. OWNER Contrac tor
been approved verbal.ly by structural engineer
for Loft addltlon as noted above.
Engineer per teJ.ephone converaatlon on this date wlth l,Ilke Ellis stated that 3/15"
x 3" fillet or Lf 4" x 2 Ll4" fillet would be an acceptabLe substitute for each mlselng
bolt at shear connectols.
Gary MaConb
FIELD REPRESENTATIVEcc: Robert Boland, Inc.
Town of Vatl Bldg.
Bgyle EngLneerlng
Leonard lfinetraub &
Dept.
Assoc.
Hans Froesch'l e
APPROVED BY
Job
Job
No. 26,795
Description Vail Professlonal Building
CHEN 6 ASSOCIATES, INC.
IIIGH STRENGNI BOLTS
Bolt Tightness
Report No.34
2 of.Page
Date 10-1"-84
Connection Locat ion Numberof Bolts
Number of
Bolts Tested Comnents Tested Torque and Renarks
lst Floor, Grld C.5-6.0, Mk. A15 8 I
9-17 reported
defic lencLes
correc ted
30GF ft. lbs.
2nd Level, Grid C.3-1.0, ttk. M22 4 2
9-25 reported
defLclencl-es
correc ted
Tlghtened to 340+ ft. 1bs.
2nd LeveJ-, Grld C.3-2.0, Mk. C18 6 I tt tl Tightened to 320 ft. lbs.
2nd Level, Grid C.5-6.9, Mk. P20 4 1 tl tl Tlghtened to 340 ft. lbs.
2nd Level, Grld C-6, uk. Cl-2 LO - 314"4-L1l8"3
9-26 reported
def iciencles
correc t ed
Tlghtened to 31Ol- ft. 1b6.
2nd Level, Grld C-5, Mk. PL2 ll ll 5
9-26 report noted
these as not
accese lb le
Tightened to 34Ol ft. lbs.
3rd LeveJ-, Grld C.3-2, Mk. G23 4 1
9-26 reported
deficlencills
correc ted
Tlghtened to 32Or ft. Lbs.
3rd Level, Grld C.8-4, Mk. II23 8 3 tl tl Tlghtened to 340+ ft. Lbs.
3rd Level, Grld C.8-4, Uk. It22 I L It tt Tightdned to 340 ft. 1bs.
3rd Level, Grld C.8-4.8, l{k. K20 4 2 It tt toTlghtened 320 ft. lbe.
Daily Torque Calibration for 28 kip tension: *
Detemined by Skidnore-Wilheln Calibration ttaffiiiil-
Observed by cgg_UgConb
--
_
CHEN € ASSoCTATES, INC.
}IIGH STRENGTII BOLTSJob No' 26'795 Bolt Tightness
Repott No. 34
Page 3 of' 3
Date l-0-1-84.Job Description Vatl Profeeel!4e! !u11dlne
Connection Locat ion Nunberof Bolts
Number ofBolts Tested Comment s Tested Torque and Renarks
3rd Level, Grid C.8-5.0, Mk. K23 8 1
y-zo reported
deflclencies
corrected
I bolr tlghtened thls date to 330 ft. lbs.
Miasing bolt repLaced with 3/16" x 3"
flllet (see C.A. report)
3rd Lever, Slll 8:l:i.! lft. crs 9-26 reported
def i. cl-encies
correc t ed
Thie bean moved approx. 2r south and
welded 3/L6" x 3" at each bolt location.
Stalr #2, 2ndl3rd Level
Internediate Landing
Grtd D-5.5, D&. t19
6 tt tl
1 bolt mlselng replaced rdth 3/16rr x 3rlfillet rse1d.
Roof Level, Grld B-7, Mk. I't24 8 tl tl
2 bolts rnisslng; replaced nlth 3/16rr x 3"flLlet welds.
Roof Leve1, Grld C-7, l.k. tl24 I 9-27 reported
def Lclencl-es
correc ted
ll tl tt
Roof Level, Grid B.5-7, Mk. P24 8 See 9-27 report
South side nlssing bolt replaced on this
date with 3/16" x 3r' fl1let.
Roof Level, Grld C.5:7, Mk. C26 I
9-27 teported
deficiencies
correc ted
I{elds substltuted for niseLng bolts
3/L6" x 3" at each bolt locatlon.
Daily Torque Calibration for 28 kip tension: *
Deteminod by skidnore-l{i lhelu cal lbrat ion t'taEfrEi?I-
Observed by Gary MaConb
chen and rssocietes, inc.
CONSULTING GEOTECHN ICAL ENGINEERS
5080 Rd. 154
Glenwood Springs, CO 81601
COT{STRUCTION ACTIVITIES REPORT
JO8 NO.26,795 OATE r.0-2-84
oAILY REPoRT No. 35 s*eet 1 or 3
SUBJ€CT:Vail Professional Bulldlng
Structural SteelTO:Morgan Constfuction
P.0. Box 2210
ValL, CO 8L657
Attn: Jin Morgan
WEATHEB CqNDITIONS ANO TEMPERATURE Cloudy, 40ts-60ts.
CONTR ACTOR'S EOUIPMENT
CONSTRUCTION ACTtVtTtEg Checked wel"ds at 2nd floor 1eve1 Mk. G15 at C.3 x 4.8 and
C.3 x 5 where beam had been relocated approxlmately 2t to the south. A1so checked
Stair /12 upper level diagnonal "X" bracing. Other locations of "X" bracing are
i.nconplete. See weld report for further lnfornation.
Checked bolts prevlously reported as nisslng or "rolling."
v€RBAL coMMuNlcATloN wtrH coNTRAcroR. ENGTNEER. ARcHlrEcr. owNER contractor
had telephone conversatlon wlth atructural eng{neer thls afternoon regardlng nlssing
bolts at crids A-6 and A-7 ae reported on 9-25-84. Engineer stated that 9 out of 10
boLts at these locatlons wae acceptable.
Gary MaConb Ilans Froeschle
FIELD REPRESENTATIVE
Dept.
Assoc .
cc: Robert Boland, Inc.
Tosn of ValJ. Bldg.
Boyle Englneerl.ng
Leonard Wloetraub &
APPROVEO BY
Job No. 26,795
Job Descripli6n Vail Pr"jt":itllt B"l4lry
cr{EN 6 ASSoCTATES, INC.
IIIGII STRENGTII BOLTS
Bolt Tightness
Report No. 3!
Page 2 of' 3
Date 10-2-g{
Connection Locat ion Numberof Bolts
Number of
Bolts Test€d Cornment s Tested Torque and Renarks
2nd Level, Grld A-7, Mk. C16 LO - 3/4"4-11l8"0
Actual-lv 9 boltsLn web bs per
9-25-84 report
Engineer stated per telephone conversation
on this date that 9 bolts would be sufficlen
for connectlon.
2nd Level, Grid A-6, Mk. 816 tl lt 0 tl tl tl rl
Znd Level, Grid B-1.3, Mk. G17 8 0
Actually 6 bolts
in place per
9-26 report
l'Ields substltuted for ml-sslng bolts per
10/l englneer dLrectlve 3/l-6rt x 3''.
Roof Level, Grid C-2, Mk. K25 I 3
9-27 reported
def lciencies
correc ted
3 bolts tightened on this date to 34Or
ft. 1bs.
Roof Level, Grid B.5-7, W. P24 8 0 It tl North slde nissing bolts substltuted with
3/16" x 3'r fillet per 10/1 englneerrs
directlve.
Daily Torque Calibration for 28 kip tension: *
Detemined by Skidnore-wilheln Calibration tuaffiiffi
Obsenred Uy _ s"ry_Ig@_
Job No. 26,795
Job Location: Vall Professional Buildine
cttEN I ASSoCIATES, INC.
Structural l{e lded Connections
Visual ReDort
Report No. 35
Page 3.of 3
Date 10-2-84
Weld locat ion(bean #. end. connect. )
l{eld
Tvoe Size We I ders
Mark Description of De fect s Renark s AccePt ab I e
per AWS Dl .l
2nd Floor
C.3-4.8 to C.3-5.0
!'lk. c15 Web/Cllp
Ftllet 3/L6"None None noted
Changed 2r south fron
prevlousJ-y bol-ted
locatlon
Yes
Lst/ 2nd Internediate
:o 2nd/3rd Intermedlatestair /12 D Llne
Mk. B4l Strap/Gusset
Fillet Ll 4"None None noted
Previously reported as
undersize and incomplet Yes
Observed by GarI l{aCoob
CONSTRUCTION ACTIVITIES REPORT
chen and associates, inc.JoB No. 26,795 o^TE _ L0-4-84
TO:
CONSULTING GEOTECHN ICAL ENG ]NEERS
5080 Rd. 154
Glenwood Springs, CO 81601
Morgan Constructlon
P.O. Box 2210
Vai1, CO 8L657
Attn: Jln Morgan
oArLY REPoBt no. 36 s"ee,ior
SUBJEGT:Vall Professional Bulldlng
Structural Steel-
WEATHER CONOITIONS AND TEMPERATURE
CONTRACTOR'S EOUIPMENT
CONSTRUCTION ACTIVITIES Per request of Morgan Constructlon, a relnspectlon of
previously incomplete and relected welds at the diagonal "X" braci.ng for stair weJ-lq
had one weld rnlsslng and one undersized weld was noted upon inltial inqpgllto4 e! lhe
VERBAL COMMUNICATION WITH CONTRACTOR. ENGiNEER. ARCHITECT, OWNER
was provided. One brace in Stair {12 had. been prevlously noted to be acceptable.
It was found that Stair ll2 "X" bracLng was compl.ete. The lower diaphragq
lnters ec tion set. These weie addressed prlor to flnal lnspection.
Gary ldaConb Hans Froeschle
FIELO REPRESENT^TlVERobert Bo1and, Inc.
Town of Vall BJ,dg. Dept.
Boyle Englneerlng
Leonard l{lnetraub & Aseoc.
APPROVED BY
Job No. 26,795
Job location: Vall Professlonal Bullding
CIIEN 6 ASSOCIATES, INC.
Structural Welded Connections
Visual Report
Report No^ 36
Page 2 rcf 2-Date 1014-84
lfeld [ocation(bean #. end. connect. )
Weld
TvDe Size We I ders
Mark Description of Defects Renar ks Acc ePt aD I e
Der AWS Dl .liEalI #2, lst Level to
[st/2nd Level Internedia
Landlnc
'rk. A4I Strap/Gueset
FllLet Ll 4"None None noted
I{elds not deslagged per
specs prlor to lnspectj otl.Yes
rEalE fr. rgE/ 4nclnteroedlate to 2rdl 3tdlnternedlate Landing
'lk. 841 Strap/Gusset
FtUet Ll 4"None None noted tl 1t Yes
itatr fl. lst Floor toLet/2od Intermedlate.evel Landlng{k. A41 Strap/Gusset
FlLlet U4"None None noted *see report tl ll
Obsened by GarY UaCornb
l
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
D^rE 11/23/83 j0.luUt
hn
department of community development
TO BE FILLED OUTCOMPLETELY PRIORTO ISSUANCE OF PERM IT
TYPE OF PERMIT
E
D!
Dtrtr
BUILDING
ELECTRICAL
MECHANICAL
".t
LEGAL
DESC.
LOT BL K
FILING 953 sn Ftg. Rrl Llact
!.los NaMe, vail professional Building
OWNER Hme Vail Professionql Bldg
LIU
MAIL ADDRESS
CITY PH.
ARCHITECT F.RM Robert Boland
MAIL ADDRESS
CITY PH.
GENERAL
CONTRACTOR
F'RM Morgan Constructlon
tow" or uo,. r.o. *o. 129!
- 949-5720
t'-"?'^i?^'-
FIRM
TOflll\LoF VAIL REG. NO
PLUMBING
CONTRACTOR
FIRM
MECHANICAL
CONTRACTOR
FIRM
TOWN OF VAIL REG.I!Q-
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL REG, NO.
TELE.
llra
r. rYPE oF coNSTRUcrroN r rr@rv v
2. occuPANcY GRouP @e e x t a u
orvrsloN , @ a
GENERAL DESCRIPTION OF WORK :
-
construction of office buildino
PERMIT NO.
z
tr
BUILDING 1 ,450 ,000 .00
ELECTRICAT 83 ,500 . 00
PLUMBING 40,000.00
T,ECHANICAL 45,000.00
+6k1
rYPE GRouP xUilF.e. vALUAnoN PERMIT FEES
III N #-l 19493 1 ,450,000 BUITDING PERMIT 3808.00
\
\N
$\
K0ns{
\\
q.J
6-z PLAN CHECK 2475.00
ELECTRICAL 900.00
NEW(X) ALTERATTON ( ) ADOTTIONAL ( ) REpAtR(PLUMBING 410.00
DWELLTNG uNrrs 0 nccoulrroonrron ururrs 0
HErcHr rN FT. 39
"o.
r,aa"*"aa 0
MECHANICAL 450.00
RECREATION FEE i9.493.00
INSULATION:THICKNESS R-VALLUE
FLOOR
EXT. WALLS fi bergl a 592 R19
ROOF ll 9"R30
TYPE ELEC. I cAS
OF
HEAT soLAR I wooD
ST. CUT
BLASTING
PARKING
DESIGN REVIEW BOARD 300.00
CLEAN.UP OEPOSIT I _Oon no
USE TAX 7 ,250 .00
TOTr'qPERMIT FEES 36,086.00
,DING OFFICIAL @
ING AOMINISTRATOR
IING & BUILOING NOTES:
DATE
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Towp applicable thereto.
send clean up to Morgan Const.
Box 2210 - Vail, Co.
LJo.K S).ree-T-
department of community
TO BE FILLEO OUT COMPLETELY PRIO
TYPE OF PER
BUILDING
ELECTRICAL
MECHANICAL
ETuu
runity development
YPRIORTO ISSUANCE OF PERMIT
MIT
!!
D
PLUMBING
FOUNDATION
I. TYPE OF CONSTRUCTION
2. OCCUPANCY GROUP
r rr@rv v'5|
$rHrnu
DtvtstoN
GENERAT OESCRIPTION OF WORK :
(<>^<t.q( \' r^ <)_)',
zIF
l
BUILDING | *--' c ooo
ETECTRICAL 83,soo
PLUMBING 1O.'ic->r->
MECHANICAL 15,ooo
"
l-- .. c'- q
rYPE GRouP le$i;frrt t- vALUArroN PERMIT FEESmtll#:,t i'1{.] ,l. !5'a ooo EUILOING PERMIT z"(og
PIAN CHECK 2.+1S
ELECTRICAL 9W
NEw (Xt ATTERATTON ( ) ADDtTtONAt ( ) REpAtR (PLUMBING 4\O
DWELLING UNITS
HEIGHT IN FT.
ACCOMMODATION U"'TS ,
No.FTREPLACES J
MECHANICAT 4r.g
RECREATION FEE lc.{ 13
INSULATION: TYPE THICKNESS R-VALLUE OESIGN REVIEW BOARO 7o,t
CLEAN.UP OEPOSIT \oac)
USE TAX -l?.50
\( -1,,-)lza?L.eTYPE ELEC. ,./
OF
HEAT soLAR
GAS
wooD
TOTAL PERMIT FEES *
ADDITIONAL PERMITS
ST. GUT
NEEDED:
Y
It/tv
N INITIALf,
,ILOING OFFICIAL DATE
INING AOMINISTRATOR DATE
)NING & BUILDING NOTES:
-
BLASTING ,/
,tt'
DEMO 1",
I horeby acknowledge that I have read this application, filled out in tull the information required,
compl€ted an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF
AND THE OWNER.
LEGAL
DESC.
LOI 8LK
FILING
troenmre, /.. r .,
OWNER , -/. (- ( .r., .-\.t.
MAIL ADDRESS
CITY PH.
ARCHITECT flAU q!:'t' 1.--r .- !
[IAILADDRESS
CITY PH.
GENERAL
CONTRACTOR
\c.<4, 1,..'.t- ,. t,
TOWN OF VAIL REG. NO.
*f,'#?ah
FIRM
TOWN OF VAIL BEG. NO.
PLUMBING
CONTRACTOR
FIRM
TOWN OF VAIL REG, NO
MECHANICAL
CONTRACTOR
FIRM
TOWN OF VAllrlEG. NO..
TELE.
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL BEG. NO.
TELE.
Oa
--
$,wttfirutr uf (Drrutrunr
@nrun (Df lilutl
ffiuililing iBtpurlmrnt
iT,t.\ (./Rltt/(.,,\tl: l.S.S{rl..l) l}trR.Strz\N'l 't'()-ltll:. Rl:(){/l/{l:lvlfiNf.S OF'lltf UNI/;()Rr\l lJl/ll'DINC C-O
(jl:Ril/,).tN(; Iilti't At 'ntF. ItNlt:. ()/, L\.\UAN(.'/r //lls.l'llit/(.'/1/R'j \I/ .S tN (i()All', lAN(:l:. \\tl'rH rllF.!
\,;\Rl()lr.\ ()/il)l\',4N(:l:..\ ()l; ltll:. 1'()\\'N /il:(,t/1.,4/lN(j /ltr,/.t)lN(; (;ON.S/ltt/C7,ON. AND ()/t {'r'St-','/()\
'l l ll;. ltl...\]' ( ),' ( )lrlt (No\\''.'rDCI1.
N:r rlc Vai l Professional Bui l djng
B:2 of f i ce - ---- (ir"rrP - B-2I l,.c ( lrr'.,. il it.r r ir rrr
llrriltlirrg I'ct tttit No.
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--, l'pc (l.trstrttctitttt -- III - N
Construc-tion-, --
Frontage, Rd. l'lest
lhc hrril,ling,'llrti,rl rrr',r. irr srirrrrtr..,rslr'rr,l ,rr nrolc l (lrti'
lrt,rrlof()rrrrtrrrrr i'rrrc,l rrr',lt' rl', 1'r".r.r,n.,rlrhrr.,rh rrhcr''
y'$''r ,.\t -r)"rr /
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inl,,rrrr.rrr,'rr rrrpplrc,l. r'r rrlrlrr rl r',1, ro rrrrrr',IrI rt rlrt hrri
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Murra i n
POST IN A CONSPICUOUS PLACE
Project Application
Project Name:
Proiect Description:
Contact Person and
Owner A4f Cf reSS anc! Phone'
Architect, Address and Phone:
Legal Description: Lot Block Filing Zone
Comments:
Design Review Board
Date
Motion by: $a\,I,,,inn n
^
seconded or, [ft1[01[-
DISAPPROVAL
75 3outh tronlege road
Ysll, colorado 81657
(303) f76-7000
January 26, 1984
Greg Cole
Morgan Construction
Box 2210
Vail, Colorado 8.|658
Dear Greg,
Town of Vail f'lood plain maps show
Building to not be impacted by the
Si ncerely,
-/r-/6tl, fr t-u,
riiouns n innun ,5o
Town Planner
TAB: bpr
ottlce ol communlly develoPment
Re: Vail Professional Bui'lding
the site of the Vail Professional
Sandstone Creek floodp'lain.
h--r o J__lvProject Application
Project Name:
Project Description:
Contact Person and Phone i1\.- .* \- ',-^..-. J ...--
Owner, Address and Phone:
Architect. Addr$s and Phone:
Legal Description: Lot Block Filing Zone
Comments:
Design Review Board
..'- APPROVAL \| - .-'-- -- ' -DISAPPROVAL
Town Planner
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PERMIT NUMBER OF PROJECT
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
oor, ,'f,'/z z '/l'
INSPECTION
TOWN OF
e //)A./A (
REQUEST
VAIL
CALLER
TUES WED THUR FRI PMAM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W,V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r-.r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
D INSULATION O POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT N SUPPLY AIR
tr FINAL
O DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
PERMI
DATE
' t L; \-!-
T NUMBER OF PROJECT
-- I
'' ' r' ) ,'r ; JOB NAME
-
INSPECTION REQUEST
'';' . ."'oY* ?5,u-^tt,
READY FOR
LOCATION:
INSPECTION:
CALLER
TUESMON WED THUR FBI AM PM
BUILDING: PLUTTIBING:
tr FOOTINGS / STEEL tr UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
ROOF & SHEER
PLYWOOD NAILING
INSULATION
tr GAS PIPINGtr
tr
tr
tr
tr POOL/ H. TUB
SHEETROCK NAIL
-
tr
_tr
tr FINAL B FINAL
ELECTRICAL:
tr TEMP. POWER
C] ROUGH
tr CONDUIT
MEGHANICAL:
tr HEATING
E EXHAUST HOODS
tr SUPPLY AIR
trrl
FINAL tr FINAL
\tr,APPROVED
CORRECTIONS:
tr DISAPPROVED T] REINSPECTION REOUIRED
INSPECTORDATE
1'.'
i'1 ri
m
INSPECTION REOUEST
INSPECTION:
JOB NAME
MONREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
r-.r ROOF & SHEER- PLYWOOD NAILING O GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL o
trtr
tr FINAL
ELEGTRICAL:
tr TEMP. PO
tr ROUGH
T] CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr DISAPPROVED tr REINSPECTION REOUIRED
t ,/ ,vi" t' .f
!...t, / /, (_ //) //1./a.:_ /,/
ffi' tAJ a,' v f.'., ,.' .
t,,DATE / - ,, '.. INSPECTOR
,i,, *
PERMIT NUMBER OF PROJECT
DATE r : .". ,a .:' JoB NAME
t
NSPECTION
TOWN OF
I REQUEST
VAIL
CALLER
TUESREADY FOR
LOCATION:
INSPECTION:WED THUR FRI PMAM
BUILDING:
tr FOOTINGS / STEEL
PLUIIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION o
tr
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELECTR!CAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
,:.,'
DATE INSPECTOR
m
INSPECTION REQUESTPERMIT NUMBER OF
oo* i o lz t?
PROJECT
'tr 1 Joe} NAME
MON
CALLER
f TOWN OF VAIL.\ ---r- _|'J I t<- - t t ,
READY FOR
LOCATION:
INSPECTION:ruES .@t rHUR PMAMFRI
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
APPROVED --;::'t:tr DISAPPROVED tr REINSPECTION REQUIRED\'\CORRECTIONS: ,
a,oare /r1 -31'h'/ rNSpEcroR
ii;
rNi#ctoN REeuEsr
TOWN OF VAIL
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUESREADY FOR
LOCATION:
WED THUR FRI PMAM
BUILDING:
tr FOOTINGS / STEEL
PLUIIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH/WATER
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr
tr
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANIGAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE .,".<i-.INSPECTOR
,#,"rt"toN REeuESr
TOWN OF VAIL
oor= :,1;'** i#fi;1, JoB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FRI AM PM
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING .: , ,. r r .
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr
tr
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELECTRICAL:
E TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
T] CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE , ':
,*
JOB NAME
,*#"toN REeuEsr
TOWN OF VAIL
DATE
INSPECTION:
CALLER
MON TUES WED THUR FRI AM PMREADY FOR
LOCATION:
BUILDING: PLUilBING:
T] FOOTINGS / STEEL tr UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V. -
tr FRAMING tr ROUGH / WATER .
n 199.f^&-s-H.EFn...^ o cAS prprNc
-
- PLYWOOD NAILING
tr INSULATION
-
tr POOL / H. TUB
-tr SHEETROCK NAIL tr
-
tr tr_
tr FINAL tr FINAL
ELECTRICAL: MEGHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-nrr_
tr FINAL O FINAL
B APPROVED
CORRECTIONS:
tr DISAPPBOVED tr REINSPECTION REQUIRED
DATE INSPECTOR
,"#"toN REeuEsr
TOWN OF VAIL
DATE "" ' / {'rt : ;s'
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR FRI PMAMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
tr ROUGH/WATER
r] FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
tr D
tr FINAL T] FINAL
ELECTRICAL:MECHANICAL:
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
.T]-.APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
oete " ii INSPECTOR
It-lNsfcTloNI: TOWN OF' / 'l -.,t,/ , t.--.t
REQUEST
VAIL
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUESREADY FOR
LOCATION:
WED THUR FRI AM PM
BUILDING:PLUiIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr
tr
FOOTINGS / STEEL
FOUNDATION / STE
El
tr
tr
tr
tr
tr
innurruc
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr
tr
tr
tr
POOL / H. TUB
SHEETROCK NAIL
FINAL FINAL
ELECTRICAL:MEGHANICAL:
tr
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH O EXHAUST HOODS
CONDUIT tr
B
tr
SUPPLY AIR
FINAL FINAL
E,APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
, ,, ,r('' ,:' .,i l,.t-l:DATE INSPECTOR
,*rilE"roN REouEsr
TOWN OF VAIL
t i'\'/ | :
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR FRIREADY FOR
LOCATION:
PMAMWED
BUILDING:
U FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
rr ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
g POOL/ H. TUB
NAIL tr
D
tr
tr
o FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
'N#CTION REQUEST
TOWN OF VAIL
DATE rl
t\
iJ
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR FRI AMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL
.tr FRAMING
tr
tr
tr
tr
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr
tr
D
POOL / H. TUB
SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRIGAL:
D TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT E SUPPLY AIR
D
O FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED C] REINSPECTION REQUIRED
DATE INSPECTOR
,"#"toN REeuEsr
TOWN OF VAIL
DATE
CALLER
INSPECTION: MON TUES WED THUR FRI AM PMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING rI] ROUGH / WATER
tr
tr
tr
tr
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRlCAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
rN#CTION REQUEST
TOWN OF VAIL
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR FRI PMREADY FOR
LOCATION:
B
tr
tr
u
tr
B
tr
tr
o
UILDING:
FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
T] ROUGH / WATER
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr
D
tr
tr
tr
GAS PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH D EXHAUST HOODS
E CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
,*#"roN REeuEsr
TOWN OF VAIL
| -..
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR FRI
./1
READY FOR
LOCATION:
PM
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
r] ROUGH / WATER
tr
tr
tr
D
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION
SHEETROCK
tr POOL / H. TUB
NAIL ,...,,.tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
.r.2/DATE INSPECTOR
,r#"toN REeuEsr
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR FRIREADY FOR
LOCATION:
PM
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
/ STEEL
PLUMEING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH /WATER
ON / STEEL
tr
tr
tr
INSULATION tr POOL/ H. TUB
SHEETROCK NAIL tr
tr
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH D EXHAUST HOODS
E CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
,ru#"rroN REeuEsr
TOWN OF VAIL
DATE
CALLER
INSPECTION: MON TUES WED THUR FRI AM PMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
-
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr GAS PIPING
tr POOL/ H. TUB
n_
n_
tr FINAL
MECHANICAL:
D HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
-
tr FRAMING
r-r ROOF & SHEER- PLYWOOD NAILING
tr INSULATION
tr SHEETROCK NAIL
tr FINAL
ELECTRICAL:
tr TEMP. POWER
tr ROUGH
O CONDUIT
tr
tr F/NAL O FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED C] REINSPECTION REQUIRED
DATE ..,, ' ;. ,'
/f,, "I
INSPECTION REQUESTPERMIT NUMBER OF PROJECT
DATE
INSPECTION:
''i1'' : 'i JoB NAME
,. . TOWN OF VAIL
,l- ,t//
CALLER
READY FOR
LOCATION:
THUR FRI
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
o
tr
tr
tr
UIIBING:
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEER
" PLvwooD NATLTNG GAS PIPING
tr INSULATION
tr SHEETROCK
n
POOL / H. TUB
NAIL
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANIGAL:
O HEATING
fr noucH .tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
D-n
tr FINAL O FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
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DATE
READY FOR
LOCATION:
INSPECTION:** _1yli rHUR
JOB NAME
MON
CALLER
FRI AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
,- ROOF & SHEER" PLYWooD NAtLtNG tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr
tr
tr
tr
POOL / H, TUB
NAIL
tr
tr FINAL FINAL
ELECTRICAL:
N TEMP. POWER
MECHANICAL:
tr HEATING
EI ROUGH ., Ii EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
tr APPROVED
,
CORRECTIONS:
t'i tr DISAPPROVED tr REINSPECTION REQUIRED
j''
DATE
'a.
INSPECTOR
ft; "' .1'rn#cnoN REeuEsr
TOWN VAIL
JOB NAME
, '... ,! -\',\INSPECTION: MON l',/WED THUR FRI
DATE
READY FOR
LOCATION:
CALLER
TUES AM
/; ..-'
PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL A
f,
tr
tr
tr
tr
tr
ROUGH / D.W.V,
ROUGH / WATERtr
tr
FRAMING
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
tr INSULATION
tr SHEETROCK NAIL
tr
tr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
L/TUB
:'-O'APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
' ,.7,.,,.t,.1'"'..2
DATE INSPECTOR