HomeMy WebLinkAboutLIONS RIDGE FILING 1 BLOCK C LOT 6-10 SIMBA RUN BUILDING PERMITS PART 2 LEGAL7,
briner,scott
architects
143 e. meadow dr
vail, colorado 81657(303) 476 3038
November 15, 1982
Mr. Chet Horton
Building Department
Town of Vail
Vai1, Colorado 81657
RE: S imba Run Condominiumsr/Amenities Roof Overflow Scuppers
Dear Chet:
Encloseil you will fincl a letter from our structural engineer
verifyi-ng the capability of the amenities roof to support
accumulated water in the event that roof drains are clogged.
Therefore, these roofs (with the exception of the highest
roof with the 30'r parapet) will have no overflow scuppers.
It is our understariding that the roof drainage is thus in
compliance wj-th Section 32O7 of the 1979 Uniform Buildinq
Code; if not please contact our office.
S incere Iy,
T* Klk*
lIM KCIIET]n
Project Architect
BRINER/SCOTT ARCHITECTS, INC.
Tr-/rh
enclosure
,//---./Z_Fu_
ar
cc: Ray Story,/L & M ProfessionaL Consultants
Gene Ri sacherr/Hensel Phelps Construction Co.
Mark Cormier,/JvA
J O HN SON -VOI LAND -ARCHULETA,
Consulting E)ngineers
November 10, l9B2
14r. Tim Kel lam
Bri nerlScott Archi tects
lq3 East Meadow Drive
Vaff, Colorado 81657
RE: Simba Run; adequacy of roof joists
under a proposed "water loading
Dear T lm,
lN C. w. B. rohnson
Robert H. Voiland
S- J- Archuleta
David M. H olr deshell
Fobert B, Hunnes
H. GarV Horvell
F ranc is t. Wells
R. A. tlorton
Robert C. Al50n
Ger aldi ne M. Huhl
at East Building and Amenities area
eisht (8) inches
and one-half (9*)
top of soil to top
that the new loading
on dry-to-partial ly
adequately handle
or problems.
At your request, I have performed a design check on the steel joists at the
roof of the East Bui lding and Amenlties area'
Using a proposed rrwater loading" condition consisting of
of fully saturated earth and gravel (@ 135 pcf) and nine
inches of water (@ 62.4 pcf) (based on the distance from
of tallest parapet without scuppers), it was determined
condition did not exceed the original design load (based
saturated soil and snow).
It can therefore be concluded that the roof joists will
the rrwater loading" condition as outl ined above.
Please contact me if there are any addltlonal questions
Sincerely,
fl^'t e----
Hark Cormier, EIT
Johnson-Voi I and-Archuleta, I nc.
HCC : mc
2305 CANYON EOULEVARD
6385 WEST 52N D AVENUL
tsLUt Or c COLOqAOO aO3O2 444 1951
ASVADA, COLORADO aOO02 420 2055
t'F-n
COLORADO TEST CENTER' INC.
155 sourH NAVruO
DETWER, COLORADO 80223
(303) 698-1050
DAITY REPORT OF: FIREPROOFING INSPECTION
Fireproofing was inspected over all leve1s of the north
building. Density sarnples were taken from 1eve1s 130' 140' 150' 160'
and 170. Densities will be measured at the CTC shop and reported
separately. Patching is required at saurple locations on each of
these levels.
Results of coverage insPection:
Level 120 Beams bordering the breezeway have not been conpletely
fireproofed. Otherwise coverage accepted'
One tube colunn rnarked with paint on line A has
LOCATION: Simba Run
INSPECTOR: D. GANOW
CONTRACTED SERVICES:
Level 130
Level 140
Level 150
Level 160
JOB NO: 1878 DATE: 9/21/82
REGULAR HRS: 4.s 0T HRS:
EXTRA SERVICES: PAGE 1 OF 2
thin coverage south of line 10.
Two tube columns on line A need nore coverage south
of line 10.
NOTE: north of line 10 fireproofing is not conplete
on leveLs 150 and 140.
Patch required at 15C density sanple location only'
Otherwise accePtable
Rejects at columns 9-B,15-C, and 15-8, and at
bean flanges on line A between 13 and 14 and
15 to 16. 0therwise accePtable.
Rejects at columns 16-C, 13-C, and 10-D, and on
diagonal straps on lines 10 ' and 'l 2 '
STRUCTURAL MECHAhIICAL AND MATERIATS TESNNG
\,,
Level 170
fu*
COLORADO TEST CENTER, INC.
155 SOUTH NAVA'O
DEfWER, CoLORAOO 80223
(3O3) 698-1050
DAITY REPORT OF: FIREPROOFING DENSITiES
LOCATION: CTC JOB NO: 1878 DATE: 9/23/82
INSPECTOR: Dewayne Ganow REGULAR HRS: 3 OT HRS:
r..., /
CoNTMCTED SERVICES: / LexrRA SERVICES:-PAGE 1 OF 1
Densitiesotthefollowingfireproofingsanplestakenfromthe
northbuildingatSinbaRunhavebeenneasuredatthecTcshop.
These densities exceed UL and ICB0 requirements for MK-5, which
are 17pcf ninirnum average density and l5pcf ninimurn individual
densitY . Results are as follows:
level 130, sanPle 2: 20.5Pcf
\
level 140, sarnPle Z
leve1 150, sarnPle 2
1eveL 160, sanPle 1
LeveL 160, samPle . 2
1 9 .Spcf
19 . Tpcf
1 8 .6pcf
20 .8pcf
level 170, sample 1: 21.Opcf (this 1s sanpl-e 1 only)
Refertoreportdateds/zo/szforresultsofpreviouslyneasured
fireproofing densities. The densities of the 10 sanples taken from
this bullding aIl exceed ninimum specification. For the building
the average MK-5 density is 20.Spcf uith a standard deviation of
l.3pcf.ThisreportcompletessanplingofMK.Sdensitiesforthe
north building.
STRUCTUFAL, MECHANTCAL AND MATERIAUI TESNNG
Af,f
ALBERT KNOTT & A$SOCIATES, INC.
156 SOUTH NAVAJO STR€ET
DENVER, OOLOFADO 80223
(303) 69tt-1050
AKA 1878-1181
June 30, 1982
Hensel Phelps Construction Co.
P. O. Box BBVail, Colorado 81658-0929
Attention: Mr. Richard Maynard
RE: Sinba Run Condominiuns
Gentlemen:
Enclosed is the inspection report for work perforned
on June 30, 1982.
Very truly yours,
ALBERT KNOTT & ASSOCIATES, INC.
RMR:nc
cc Tin i,lcKinney
Chet Horton
Dave HoudeshellTin Kellan
Ray Story
STRUCTUHAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVER, COLORADO 80223 ,
(903) 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATION: Sinba Run
INSPECTOR: DeWayne Ganorrr
CONTRACTED SERVICES: N EXTRA S
JOB NO: 1878 DATEl .6-50-82
REGUIAR HRS: 6.0 oT HRS:
ERVICES: PAGE 1 OT 5
Fireproofing coverage on colunns along the north wall,
west wall-, and interior north of line., 15, was inspected. The
following list gives locations of colurnns where work is
inconplete or rejected. Colunns below level 130 rvere not
inspected. At sone locations the outside surfaces of colunns,
which were previously rejected or not inspected, have been
covered preventing inspection today. Field copies of this
list were given to Bud Vanhorne, Hensel Phelps
LeveL 140:
Inside, north end; Diagonal braces not coyered
columns F: 16, 17, 18, 19
North wall (1 ti Z0) colunn D: ZA
l{est wall columns G: 1-, 2, 3, 7, 9,13, 14, 15
II:15
Outer srrrfaces of the follor,rring columns are hidden from
view on r.rest waIl:
G: 41 5r 6, 10r I1 , 12, 13, 14
. I1 : 16, L7,19,20
Level 150:
Inside, north end: Diagonal braces unfinished
colurnn F: 16
STRUCTURAL ANO MECHANICAL TESTING
o
AKA
ALBERT KNOTT & ASSOCTATES, INC.
155 SOUTH NAVAJO
DENVER, COLORADO 80223 .
(303J 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATION: Sinba Run JOB NO: 1878 DATE: 6-30-82
INSPECTOR: DeWayne Ganow REGULAR HRS: 6.0 OT HRS:,
CONTRACTED SERVICES: A EXTRA SERVICES: PAGE U OF 3
l.lorth rvall: coLumns D: Z0F: 20
I\rest wa11: colurnns G; Z, 3, 7, g, L0H: 16, 20
Outer surfaces of the following columns are covered:
G:11
H:18
South r.ra11: colunn B-1
Level 160:
Inside, north end: columns F: 17, 18
Inside, south end: columns E: 5, I
Diagonals rejected, lines: 3, 15, 14, 15, 16, 18
North rtrall- 91ine 20) colurnns: II: ?,0D: Z0
C: 20
A11 Beans
IVest wal1: columns G: 3, 5, 6, 7, 8, 9-H:2A
Outer surface of colurnns covered at: Ii: 18
Level- 170:
Inside: columns and diagonals accepted
North r,{a11 : all columns and beans unfinished(1ine 22)
STRUCTURAL AND MECHANICAL TESTING
AKA
ALBEBT KNOTT & ASSOCIATES, INC.
155 SOU1H NAVAJO
DENVER, COLORADO 80223
(303) 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATION: Sinba RuN JOB NO: ].878 DATE:-6.30-82
INSPECTOR: Del{ayne Ganow ndCUmn HRS: 6.0 OT HRS:
CONTRACTED SERVICES ' T{ EXTM SERVICES: PAGE 3 OT 5-_r_r
South wall: colurnn E: 7
Itlest wa11: coLurnn H: 22G: 7, 8, 9, 10r 11
Outer surfaces of the following columns were
covered:H: L7' L9
Level 180:
Insicle: columns accePted
diagonal on l-ine ?? rejected; other' diagonals accepted
ilorth end: A11 colurnn anrl bean outsi<le surfaces
re unfinished.
l.lest rra1l-: colunns G: 7t g, LI , 13
H: L5, 16 , ?0, 27,
Note: Studs and fiberglass should be rernoved to
complete fireproofing application at
columns G-7 and H-16.
STRUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES, INC.
84OO SO. VALLEY HIGHWAY
ENGLEWOOD, COLORADO 80112
(303) 77s.8585
AKA 1878-1181
February 15, 1982
Hensel Phelps Construction Co.P. 0. Box BBVai1, Colorado 81658-0929
Attention: Mr. Richard Maynard
RE: Sinba Run Condonini.urns
Gentlemen:
Enclosed is the inspection report for work perforned
on February 12, 1982.
Very truly yours,
AIBERT KNOTT q ASSOCIATES, INC.
RMR:nc
cc Tin
Chet
Dave
Tim
Ray
McKinney
Horton
Houdeshell
Kel1an
Story
STRUCTURAL ANO MECHANICAL TESTING
(3CXr) 773-8586
INSPECTION REPORT OF:
LOCATION: Simba Run
AKA
ALBERT KNOTT & ASSOCIATES, INC.
8,100 SO. VALLEY HIGHWAY
ENGLEWOOD, COLOFAOO 801 12
ONSITE
JOB NO: 1878 DATET 2/t2/82
INSPECToR: Pat Collins REGULAR HRS: 3.5 OVERTIME HRS:
coNTRAcTED SERvIcEs: vns K r.ro PAGE 1 OF 1
Performed a walk through insnection to ensure a1l" areas
of the ltructuraL steel is conpleJed and 4eceltabLe.
This inspdction showed all areas narked fol- repair
on ear'lier inspections have heen repaired and accepted ex-
cenf onc moment ennneetion af elevation 170r on colunn 10B has
not heen r,re l ded AKA wi 1 1 rei n-spect this connection uLon
comIrl et i nn nf -f he rewnrk - - -
Also notel the X bracins on all 1evels has not bgen
conpleted and cannotl until warmer weather. This is bv the
request of the structulal enginegE. The unconpLeted X bracing
Jri11 not hinder the poqging-of the fLoor slabs begause the
weLdins can be nade fron under the deckins.
need:ing rework of inspection to cg[p1ete the Stauctura]. steel..
the snow coTgr is,Jemoyed. A11 other levels of roof deck are
acc.entable.
STRUCTURAL ANO MECHANICAL TESTING
P
CONSULTING GEOTECHNICAL ENGINEERS
cobble-s and occ-asional bouldets.-. No free,water wa; observed in the-
chen and associates
oi
I
I
€rui rxo Ag toctAttS
Conrufllng Englnocn
Soll and Foundellon Englneorlng
.'_--j-'
' ,-.. Age Tested --+1 Days _- ,_. :.-. Cooprenslre-: Strength (rct)
Z6 455{r
rgfli-- -6*1. ---2t --=-' --- 43'5U-- :--':
Remarka:
LGI'{ Professionel Consul+ants CHEN fi{D ASSOCiA?ESi 'rNe.
Ilans Froesch I e
o
c HTN AND ASSOCIATIS
o
Consulllng Englneere
Soll and Foundetlon Englnerlng
= Job Loc,i lon-: Sinba
::-=i-=-.-...:-i
+.i-..:::e;:;--- -]€ :=:-
s1 . '- . 6-4 :",
6-4 28:-,* 1'r fl
- Hlr15 Jrr oerchl c-
HCN AND ASSOCIATI'
Conrultlng Englnaera
Soll and Foundellon Englncedng
. so80 nD.'l3rl . CLEHTiOOD SP*|rlGSt COLOnADOStGot
: _ -:
-=i' -Fti"-ro-catf
--- -'Dirte--- - - -
.i..f{g;' .. -Tesred - ,' -- Days - .:-
:--: :'.-:-
94 o-9 .t6 - 4280 '
-'-- ..,.' :-: -i:
: ,, ::-_ r-f- e-j
ll.rns FloeschIc
Ouxrx AND AisocrrrrgO
Conrultlng Englneerr
Soll snd Foundetlon Englneerlng
5080 RO.15a . GLEI{WOOO SPRI!{GS, COLOnADO 8160r
-Unlt l{eight pcf Alr Content Z - Slump 21 tn-
-"aj-=:.:" :fg;4: .3t€rreter -*. ,. '' 1':l-.T..j, in.*..:: -Densi tJEi.-: -', :,: *C,E ='":..:ltelgtt:::
- pursicar, pnoeErirEs:
Speclfled S trength:
CHEN AND ASSOCIATES, iNC.
Jl-an s Ftoeschle
Cylinder-- Dat€ '-, . Age-Tested - Coopre$stve -
'-No. --fested Days .sE rength {PsfJ
It310 :--
6-1S 4240
txrx rRo AssocreruO
Conrultlng E-nglneerr - '
Solt rnd Foundatlon Englnaerlng
s080 no. rs. . GL€NIYOOO S9nlNGS, COLOnaDO 81 601
'
Cvlloder- ' .'..-.. .-!qte...., =-
- ARe leSEe{F , 4' - -l''rcAaPr s;'b'!Y'-
=l__-'. Tested - =:-. Slfengcn LPsl,,
-----4-t4--::..-
. - 6-24 .' 28
:€ -,t
L&Il' Profess iona I Consultrrlt s
llins.lroescirlr . - .
El Esffifl?ffio'fiLo.
o r.U BOX tsJ
420 Sixth Avenue
Greeley, Colorado 80632
(303) 352-6565
:l ._
34
35
6-zl-a?-
Arn / ao/,
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVER. COLORADO 80223
(303) 698-1050
DA]tY REPORT OF: FIREPROOFING
LOCATION: Sirnba Run
INSPECTOR: DeWayne Ganow
CONTRACTEI] SERVICES:
5- 26-82
HRS:
1
accepted.
Two density sanples were taken,
150 and 160.
JOB N0: 1878 DATE:
REGUTAR HRS: 3.0 OT
EXTRA SERVICES: R elCE 1 OF
one each from 1eve1s
Fireproofing thickness was inspected on beans and colunns
along the south wa11 (about B line) fron points S to 1l on
levels 140, 150 and 160. The thickness on perimeter coLurnns
is typically rejected. The principal reason for rejecting
colunn fireproofing thickness is due to wall studs next to
or near the colunns preventing conplete appLication of fire-
proofing. The studs also interfer with accurate inspection.
Fireproofing has not yet been placed on the top flanges of a
few bearns to filL the void between deck and beams as requested
on 5il-9-82* Otherwise, coverage on these perimeter beans is
AI(A was inforned today that fireproofing thicknesses
will be measured in the future by Bob Highland, Briner S ott
Architectsr field inspector. AKA fireproofing inspection wiLl
be confirmed to neasuring the densities of MK-5 samples taken
at the site.
STRUCTURAL AND MECHANICAL TESTING
1v
AKA -
ALBERT KNOTT & ASSOCIATES,ING.
STRUC-UFAL AND MECHANICAL TESTING
-
AKA o
ALBERT KNOTT & ASSOCIATES, INC.
t
STRUCTURAL AND MECHANICAL TESTING
AKfi
ALBERT KNOTT & ASSOCIATES, INC.
I55 SOUTH NAVAJO
DENVER. COLOFADO 30223
(3{'31 69{l'1050
OATTY REPORT OF: FIREPROOFING DENSITIES
LOC.{I ION: AKA Shop
Ix-SPECTOR: DelttaYne Ganow
JOB :i0: 1878 D,\TE: 6'8-7?
REGULAR HRS : ?, , O OT HRS :
CONTRACTEU SERVTCE S' & EXTRA SERVTCES: P.{CE--1-.LTF 1
Densities of samples taken from Simba Run have been neasured
at the AtA shop. These densities exceed t,tre UL minimun density
requirement of 15 pcf . ltrhen additional samples are taken frorn
each 1eve1, the average density per level will be compared with
the UL requirement which is 17 pcf rninimum average density per
f1oor. Results are:
Level 140
Level 150
Level 170Level 180
L7.6 pct
21.5 pcf
l-9. B pcf
L7 .9 pcf
AKA
ALBEFT KNOTT
155 SOUTH NAVruO
o
DEHVER. COLORADO 30?23
(303) 698-1050
DAITY REPORT OF: FIREPROOFING
IOCATION. Sinba Run
INSPECTOR: neWayne Ganow
CONTRACTED SERVJCES: K rXrN.t
o
& ASSOCTATES, ]NC.
1878 DATE:
HRS: 8.0 OT
PAGE 1 OF
Fireproofing thicknesses were inspecte<l at Sinba Run on
l-evels 140-180. Spray on fireproofing has not been applied to
steel on or beneath Level 150.
Coverage on perimeter bearns where applied is typical good.
A few rejected areas were observed on lor,rer or upper beam flanges
and shown to the fireproofer for correction. Most of the fire-
proofing has been applied on the east wall (Lines A, B, and C).
Spraying on the east walL is inconplete at spots, particularly
at the north and south ends,
Coverage is rejected on a majority of the colurnns. A
connon cause of rejects is the inability to spr4y some surfaces
due to the position of wall studs. At nany of these areas,
fireproofing can be added by hand. At col-urnns such as 10-8, a
double stud is required for the wa1l next to the column north
flange. There is not sufficient clearance to moye studs and
fireproof this flange. For this core, the stud next to the
colunn should be sprayed to the fullest extent possible on fire
protective bolts placed within studs. Any gaps between studs and
columns should be sealed with fireproofing. Fireproofing on the
column web should be increased to two inches at these locations.
STRUCTURAL AND MECHANICAL T€STING
INSPECTION
JOB NO:
REGULAR
SERVICES:
6-9-82
HRS: 2.0
2
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 $OUTH NAVAJO
DENVER. COLORADO 80223
(3O3) 6sp-1050
DAILY REPoRT oF: FIREPROOFING INSPECTION
LOCATION: Sinba Run JOB N0. 1878 DATE: 6-9-8?
INSPECTOR: Delfayne Ganow REGULAR HRS: 8.0 OT HRS:,f
CONTRACTED SERVTCES: \ EXTRA SERVTCES:_PAGE z OF 2
Areas of rejects on colunns have been narked with spray'paint.
Spraying is incomplete on the west wall' A majority of the
east wall and interior columns have been sprayed.
The type of rejects observed were shown to the fireproofer.
They were discussed also wlth Bi1L Zynen, Great Northern
Superintendent and with Bob lrlaynard and Tin McKinney, Hensel
Phe lps .
STRUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES' INC.
I55 SOUTH NAVAJO
DENVER. COLORAOO 80223
r3t)31 698-rO5O
0AIty REPORT OF: FIREPROOFING
LOC.{IION: Sirnba Run
I.\SPECTOR: Del{ayne Ganow
colirRAcrED SERVICES: K eXrnr SERVICE.J:
JO8 lio:
R E6U LAR
1878 D,tTE:
HR.S: 4.5 OI
PACE 1 OF
6-11-82
HRS:
I
Fireproofing thicknesses were inspected along the east side
of the building. Results arel
Beams: On all levels, coverage rnust be increased
on the prirnary bean running across the
building on line 15. In addition' sone
smaLl rejected areas on beams were shown to
the fireproofer for correction.
Columns: Columns were inspected on lines A, B, Cr D
and at E-15 for coverage. The following
list of colurnn loca.tions where fireproofing
has been rejected was given to the fireproofer.
Reject locations are also marked with spraypaint on colunns.
Level 140: B-7, 2, 3, 4, 6, 15
D-16, 20
E-15
Level 150: B-1, 2, 10, 1Z' 15
D- 16 , 17, 18, 19, 70
E-15
AKA
ALBERT KNOTT & ASSOCIATES, INC.
8,100 SO. VALLEY HIGHWAY
ENGLEI TOOO, COLORAOO 80112
(300) 77$8585
AKA 1878-1181
January 29, L982
HenseL Phelps Construction Co.
P. O. Box BBVail; Colorado 81658-0929
Attention: Mr. Richard Maynard
RE: Simba Run Condorniniuns
Gentlenen:
Enclosed is the inspection report for work perforned
on January ?8, 1982.
RMR: rnc
cc Tin McKinney
Chet Horton
Dave HoudeshellTin Kellam
Ray Story
Very truly yours,
ALBER.T KNOTT q ASSOCIATES, INC.
. STRUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES,INC.
E4OO SO. VALLEY HIGHWAY
ENGLEWOOO, COLORADO 80112
(3dl) 77&858!t
INSPECTION REPORT OF:
LOCATION: Sinba Run JOBNO: _1878_ DATE: I/?8/82
ONSITE
coNTRAcTED SERVTCEs: YEs X rqo PAGE t OF 1
INSPECTOR: PAt COlliNS REGULAR HRS: 3.s OVERTIME HRS:
A visual insoection was nerforned on the roof l"eveL cover-
ins ioist welds 252. monent connections 50*. and deckine instal-
The ioij;t weLd inspection showed aLl inspected welds bein&
acceptabLe. -
The noment connections we.re a] 1 found to be acceptable
in we1 d si 'e pnd rlrral i fy- - ,
The decking inslection showed 5O* of the deck installed
and the decking ru,alif)L luddle,r"reld sFacing and size beiqg
ecceFfnhlc- At fhe f ime of fhi< inspectinn, the seams hpve not
heen Clni mFpd - AKA wi1'l inepect thc cr.imFed ccams upon com:-
Also noted on elevation 170 the two monent connections on
wh were removed. have not been rewelded.
STruCTURAL AND MECHANICAL TESTII.IO
s
AKA
ALBERT KNOTT & ASSOCIATES, INC.
84OO SO. VALLEY HIGHWAY
ENGLEWOOD, COLORADO 801 12
(303, 773-8585
AKA 1878-1181
January 26, l9Bz
Hensel Phelps Construction Co.P. 0. Box BBVail, Colorado 8I658 -0929
Attention:'ulr. R.ichard i"faynard
RE: Sirnba Run Condominiums
Gentlemen:
Enclosed is the inspecti.on report for work performeclon January 19, 1982.
Very truly yours,
ALBERT KNOTT & ASSOCIATES, INC
RNIR: nc
cc Bud VanHorn
Tirn lvtcKinney
Chet Horton
Dave Houdeshell
Tiin Ke1lam
Ray Story
STRUCTURAL AND N4ECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES. INC.
84OO SO. VALLEY HIGHWAY
ENGLEWOOD. COLOBADO 8OI 12
(303| 773.8585
INSPECTION REPORT OF: ONSITE
LOCATI6N; Sirnba Run
INSPECTOR; Pat Co11lns
JOB NOr 1878 DATE: t/L9/8?
REGUIAR HRS: 4.0 OVERTIME HRS:
CONTMCTED SERVICES: YES{
'O.r PAGE 1 0F1
lines 7 to 21. This inspection covered joist welds ancl moment
connections.
A visual inspection was perforned on level 4 coverin
on L2/10/81 3 moment c
rewelded, with the rewelded connectlon. beins acceotable.
with the e_Iception of the two noted above. _
Also noted, pipe Solurnns on 1eve1 j rvere welded to
bS!t_g_[__hggt_1-No holes are in the b_gam so tlie colurnns were
column plunbing.wo of the 3
A11 moment conne
Inspected 25* of the ioist welds not inspecte
All were found to be acceptable.
we 1de These c
STRUCTURAL AND MECHANICAL TESTING
DAIE /'2' ?-d. - 82- JOB NAME
-€ATEE,Ir
INSPECTION:MON TUES WED THUR
rru#cnoN neouesr
AM PMREADY FOR
LOCATION:
TOWN OF VAIL
BUILDING:PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND
-
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
n 199.1-&-s-H.qFn ... tr cAS prprNcu PLYWOOD NAILING u uAU l-l|-lNu
tr INSULATION
-
tr POOL / H. TUB
t] SHEETROCK NAIL tr
nn
tr FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
r'1 r-t
tr FINAL tr FINAL
d,.APPROVED
GEAREC.TJONS:
*--./ ,.,
tr REINSPECTION REQUIRED
DATE INSPECTOR
DATE :' , ' ".'- JOB NAME '\.. -
rnr#cnoN neouisr
TOWN OF VAIL
y:.
PMINSPECTION:MON tTUES WED THUR FRREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUTTIBING:
tr UNDERGROUND
D ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
r-.r ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
T] FINAL tr FINAL
ELECTRIGAL:
E TEMP. POWER
MECHANICAL:
T] HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL D FINAL
E APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
il
DATE
READY FOR
LOCATION:ji. i
JOB NAME
INSPECTION:MON
i" -- "'' -TUES ''WED i
;l "1.--i-/,,.,
lrtstCrroN REeuEsr
THUR FRI
CALLER
BUILDING:
T] FOOTINGS / STEEL
tr FOUNDATION / STEEL
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
ELECTRICALi
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
TS APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
, d, .,
t
/'. , t'
Q\-lf .t :-' ' r! -;INSPECTOR ,
CTION REQUEST
TOWN OF VAIL
DATE ,'' I. .
INSPECTION:
JOB NAME
MON
CALLE€ .-
TUES WEDREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
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 E] POOL / H. TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
.,tr DISAPPBOVED ,,"4'*-zs"6i tr RElNsPEcrloN REQUIRED
,*#"roN
TOWN OF
REOUEST
VAIL
JOB NAME
MON
T
PM
',,'
AMREADY FOR INSPECTION:
CALLER
TUES WED THUR FRI
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.B FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
trtr
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
@ APPROVED
-€@RREGFIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
,, ...,., r,=l.-.__
fNSpECTOR .{.-1;,ir;z-:t<i,*t*;DATE ./& - ,'r/- ;i:-.
TOWN
DATE
READY FOR INSPECTION:
LOCATION:
NAME
CALLER
MON TUES WED THUR FRI PMAM
BUILDING:
C] FOOTINGS / STEEL
tr FOUNDATION / STEEL
tr FRAMING
ROOF & SHEER
PLYWOOD NAILING
INSULATION tr POOL/ H. TUB
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
T] CONDUIT tr SUPPLY AIR
/2Oe/ ,///o . l? /z /2// ?rr r]/ ci t"cra (
Knppnoveo
CERRECTIONS:
T1 DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR -.11" ,-.... , -- 't
lr'|htry'vail
,*rfr"toN neouisr
TOWN OF VAIL
*6At#fl*
INSPECTION:MON TUES WED THUR FRI
DATE JOB
READY FOR
LOCATION:
AM PM
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr BOUGH/WATER
n ROOF & SHEER" PLYWOOD NAILTNG tr GAS PIPING
tr INSULATION tr
u
tr
POOL / H. TUB
tr SHEETBOCK NAIL
tr
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
B HEATING
r] ROUGH tr EXHAUST HOODS
tr CONDUIT N SUPPLY AIR
tr tr
B FINAL tr FINAL
E APPROVED
CORREOTIONS:
tr DISAPPROVED tr REINSPECTION REQUIFED
DATE INSPECTOR
/rDatE ' ,' t 7 /! i L' JoB NAME
/
rnrJf,cnoN neouisr
TOWN OF VAIL
READY FOR INSPECTION:MON
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUIIBING:
tr UNDEBGROUND
tr ROUGH / D.W.V,
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr
tr
tr
tr
tr
GAS PIPING
tr INSULATION
tr SHEETROCK
POOL / H. TUB
NAIL
tr
tr FINAL FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr
B
CONDUIT tr SUPPLY AIR
tr FINAL
tr
tr FINAL
.TI APPROVED
. CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
rN#5/a/ t'
PMAM
CTION REQUEST
TOWN OF VAIL
oate ?- z* - ,?''z--JoB NAME
-€iAtfEFL
INSPECTION:MON TUES WED THUR FRIREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEE-
tr UNDERGROUND
-
tr ROUGH / D.W.V,
tr ROUGH/WATER
tr GAS PIPING
tr POOL/ H. TUB
r-t
r-l
tr FINAL
MEGHANICAL:
tr HEATING
B EXHAUST HOODS
tr SUPPLY AIR
-
n
tr FINAL
tr FRAMING
,-, ROOF & SHEER
" PLYWooD NAILING
tr INSULATION
tr SHEETROCK NAIL
g
tr FINAL
ELECTRICAL:
tr TEMP. POWER
tr ROUGH
tr CONDUIT
tr
tr FINAL
@ APPROVED
-COFREEflONS:
tr DISAPPROVED tr REINSPECTION REQUIREP
/-'
DATE INSPECTOR
DATE JOB NAME
CTION REQUEST
TOWN OF VAIL
AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V,tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
n ROOF & SHEER" PLYWOOD NAILING O GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
u
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr
B
SUPPLY AIR
tr
tr FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED I] REINSPECTION REOUIRED
DATE INSPECTOR ,/
t rNsft CTION REQUEST
TOWN OF VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES
:
THUR .' FRI '.,AM.PMWED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W,V.
tr BOUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
n ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
ELEGTRICAL:
tr TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
D SUPPLY AIR
tr FINAL
€ APPROVED
'cbBREcloNS:
tr DISAPPROVED T] REINSPECTION REQUIRED
DATE
..:- , .,.\4r..--.2,4 -/ ^d-_
DATE /j/ i: ?.-{* JOB
INSPEGTION:MON TUES WED THUR
CTION REQUEST
TOWN OF VAIL
AM PMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr BOUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEEB- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
tr tr
T] FINAL tr FINAL
ELECTRICAL:
B TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
Q-neenoveo tr DISAPPROVED tr REINSPECTION REQUIRED
o\9RREgfioNs
.}-
,, -_,,.i;,.:-_:__ _
INSPECTOR .'L' r-:f,--, : a>'--t *;.:,DATE 7' !
".," , f L
t,
CTION REQUEST
DATE i ;' li'JOB NAME
MON
CALLER
TUES WED THUR ,AMPM\,FRI ]READY FOR
LOCATION:!')
TOWN OF VAIL
BUILDING:
T] FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
O ROUGH/WATER
tr FOUNDATION / STEEL
r-r ROOF & SHEEB" PLYWOOD NAILING tr GAS PIPING
tr INSULATION T] POOL / H. TUB
tr SHEETROCK NAIL
ELECTRICAL:
tr, TEMP. POWER
MEGHANICAL:
-
tr HEATING
tr CONDUIT r] SUPPLY AIR
O FINAL
_F- APPROVED
CORRECTIONS:
tr DISAPPROVED C] REINSPECTION REOUIRED
DATE INSPECTOR
-1
('-.t ."*''4a:f '2_ _
INSPECTION:MON TUES WED THUR FRI
gals (i- /.4'. {t JoB NAME
READY FOR
LOGATION:
CTION REQUEST
TOWN OF VAIL
PMAM
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
tr FRAMING
tr INSULATION
-
tr SHEETROCK NAIL
PLUiIBING:
tr UNDERGROUND
tr ROUGH / D.W.V
tr ROUGH/WATER
n 199.f^&^s-H.EFn...- tr cAS prprNc- PLYWOOD NAILING
tr
tr
tr FINAL tr FINAL
ELECTRIGAL:MECHANIGAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
otr
tr FINAL tr FINAL
E APPROVED
€ORRE9TIONS:
I/'
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
IN CTION REOUEST
TOWN OF VAIL
DA=E l'* / 3' v'2* JoB NAME -'!r-^,*-r.'+ ,,O;.i",.- 5,1i1 f '
€AU=EA-/z
READY FOR INSPECTION:MON TUES WED
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
-
ROUGH / D.W.V.
ROUGH / WATER
GAS PIPING
POOL / H. TUB
tr FRAMING
tr
tr
o
tr
tr
tr
n ROOF & SHEER- PLYWOOD NAILING
tr INSULATION
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
-
FINAL
ELECTRICAL:
tr TEMP. POWER
r] ROUGH
tr
tr
tr
tr
tr
CONDUIT
FINAL
tr APPROVED
€ORREOT{ONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
DATE
READY FOR INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR
CTION
TOWN OF
REQUEST
VAIL
PM
-AM
LocATroN: )r' ! :i , . ;' :,, ; :::'L ', r\iy'a;'*Lt,,'?-r: F y'
,'-t."/ /":i ',U01y' rsf,fi t{0-f ./-,,i,!F /?,:17
BUILDING:
tr FOOTINGS / STEEL
tPLUMEING: /
tr UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
ROUGH / WATERtr FRAMING tr
u ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
tr tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
IIECHANICAL:
tr HEATING
E ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
APPROVED
RRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
. i , tt '-"DATE / /,i" ''. -'
_t
INSPECTOR
-:l'ilr rN#CTION REOGJ
TOWN OF VA]L
I
:i NAME , ii'L'1-,r 'DATE
READY FOR INSPECTION:
LOCATION:
JOB
t1 . ICALLER \i.* ..' ..- "r l. I
ES yED rHUR [l], i3]y.t, PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
,.-' ROOF & SHEER" PLYwooD NA|L|NG tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL u
tr tr
tr FINAL tr FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
6 nouon tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr B
tr FINAL T] FINAL
APPROVED
CORRECTIONS:
T] DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
',/ j. lDATE ; -- JOB NAMEt1
IN
READY FOR
LOCATION:
INSPECTION:
l' :L,^--.
CALLER
TUESMON t"|i' rHuR FRI PM
CTION REQUEST
TOWN VAIL
l:. {J
BUILDING: PLUITIBING:
tr FOOTINGS / STEEL tr UNDERGROUND
-
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATEH
r-1 ROOF & SHEERtr rywiobrir.railrr'rc
-
o GAs PIPING
tr INSULATION
-
T] POOL / H. TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FTNAL
ELECTRICAL: MECHANIGAL:
tr TEMP. POWER tr HEATING
E ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
trtr
tr FINAL tr FINAL
ii
lI APPROVED
' OoRREcTIoNS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
:.7
,"#"toN
TOWN OF
REQUEST
VAIL
DATE l- - ,:-. ,.JOB NAME
INSPECTION:MONREADY FOR
LOCATION:
BUILDING:PLUMBING:
r] FOOTINGS / STEEL tr UNDERGROUND
-
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
rr ROOF & SHEER Fr /r A 6 nr nrrr/\- PLYWOOD NAIL|NG _ tr GAS PtPtNG
tr INSULATION
-
tr POOL / H. TUB
tr SHEETROCK NAIL tr
nrr
tr FINAL tr FINAL
ELECTRICAL! MEGHANICAL:
tr TEMP. POWER O HEATTNG
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
f'l n
tr FINAL O FINAL
T] DISAPPROVED tr REINSPECTION REQUIREDEf.APPROVED
CORRECTIONS:
'- ,:: -./ l.,-.
DATE INSPECTOR
CONSTRUCTION PERMIT
NOTE - COPY OF PERMIT TO BE KEPT ON JOBSITE
eilg 9-7-82 u011q1
department of community development
TO BE FILLED OUTCOMPLETELY PRIOF TO ISSUANCE OF PERMIT
TYPE OF PERMIT
BUILDING
ELECTRICAL
MECHANICALE
E| elulrranc
LI FOUNDATION
tr
1. TYPE OF CONSTRUCTTON | [ lll lV V
2. OCCUPANCY GROUP AB E H IR M
DfVISfON 122a34
GENERAL DESCRIPTION OF WORK :
cr.rinrmi nn nnnl and Plrrmhinn
PERMIT NO.
z
tr
J
BUILOING 15,400
ELECTRICAL 1,000
PLUMBING 4,20n
MECHANICAL
TYPE GROUP SO.FT. VALUATION PERMIT FEES
15.400 BUILDING PERMIT 116 .50
A
DO
I
(.\
I
Eo(r
A-q*n
a/-d
PLAN CHECK 75.75
ELECTRICAL 35 .00
NEW( n ALTERATTON ( ) ADDTTTONAL ( ) REPATR( )PLUMBING 50 .00
DWELLING UNITS
-
ACCOMMODATION UNITS-
G,R.F.A.
-BEOROOMS -COMMERCIAL SYST
-COVEREO
PARKING
HEIGHT IN FT.
-
UNCOVEREO PARKING
-
NO FIREPLACES
MECHANICAL
RECR€ATION FEE
OESIGN REVIEW BOARD 25.00
CLEAN.UP DEPOSIT 100 .00
USE TAX 150 . 00
INSULATION
TOTAL PERMIT,,fEES $552.25
FLOOR
EXT. WALLS
ROOF
TYPE THICKNESS R.VALUE Weffib-7-:{e----
NING AOMTNISTRATOR D-ATE_
_ _
HEAT )NING A BUILDING NOTES:
ELEC; I GAS:
SOLAR. IWOOD:
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 correcl. I
agree to comply with the information and plot plan, to comply with all Town ordinanceD and state
laws, and to build this structure according to the Tolvn's zqing and design
thereto.review approved, Uniform Building Code and
AND THE OWNER.
tvrsron
HIMSELF
MAIL AODRESS
CITY PH.
GENERAL
CONTRACTOR
plpy Hensel Phelps
TOWN OF VAIL FEG. NO.
TOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO.
TOWN OF VAIL REG. NO.
CONTRACTOR
TOWN OF VAIL REG. NO.
TELE.
fta 9rloi.rylvail
/i -) coNSTRr..lETf or{ PERM tr
['---],X;rl
-
l5fl'[iTdll97 | '.r"eor
NOTE - COPY OF PERMIT TOtr
uarl- 7/4/82
BE KEPT ON JOBSITE
()0LLLz
departt-nent of community developmont
TO 8E FILLED OUT COMPLETELY PRIORTO ISSUANCE OF PEEMIT
TYPE OF PERMTT
15 BUILDINGI elecrRtcRt-
[f MECHANTCAL
PLUMBING
FOUNDATION
LEGAL
DFSC.
LOT BLK
FILiNG
foB NaME: SrqAq Z,ud
-owruEn NAME
MAIL AODRESS
CITY PH.
ARCHITECT en'o WtrUg.e gof
MAIL AODRESS
CITY PH:
GENERAL
CONTRACTOR
,,*u hb,l:gt- PleltDS
TOWN OF VA|L R ECr- NO.
EL€CTRICAL
urRAcToR
FIRM
iOWN OF VAIL REG. NO.
PLUMSING
CONTRACTOR
F!RM
-fowl't 8F vAtL REG. NO
MECHANICALflo*
FIRM
TOWN OF VAI! REG= NQ
orxEE'tuaL
CONTRACTOR
rnirAlaealcuDtHs
TOWN OF VAIL REG. NO
'rE-:.7€'2 &i=-(el6
lli pi.n.ryrva'l
xIT
1. TYPE OF CONSTRUCTTON | [ t rV V
2. OCCUPANCY GROUP ABE H IR M
DIVISION L2?a34
GENERAL DESCRIPTIOJ'I OF U{O8K : _-_-+--<t . L/t,Jt ,ttt,/./- l2/)A ^/ f-/J././t /A/rI
PERMIT NO.
z
F-
J
BUILDING --=-
ELECTRICAL / aaa
PLUMBING 4ze
MECHANICAL
TVPE GROUP SQ-FT. VALUATION PERMTT FTFESz '/t;4aa BUILDING PERMIT ---//t ,.fo
PLAT'i CHECK >-t 75
,., /l ELECTRICAL .7*rao
NEW ( A/ ALTERATION ADOITTONAL REPAIR ()PLUMBING 50, ea
I
owEtLrNG UNrTS _ ACCOMM0SATION UNTTS
e.R.p,r----'--]- BEo Roo MS
COMMERCIAL SYST
-COVERED
PARKING
HEIGHT IN FT.
-
UNCOVERED PARKING
-
NO FIREPLACES
MECHANICAL
RECREAIION FEE
DESIGN REVIEW BOARD JLS- AO
CLEAN.UP OEPOSIT /oo'c7e
USE TAX /€o . oo
INSULATION
TOTAL PERMIT FEES 55J. "ef
FLOOR
EXT. WALLS
ROOF
THICKNESS R.VALUE
iuTr-d-rr,,rdoFFrd-nr-f, *yr*
-Q4re-tor'rrqG-ADM I N rsTRArO R
At tl'/'lT
HEAT IONING & BUILDING NOTES:
ELEC: I cAS:
SOLAR: IWOOD:
I hereby acknowledge that I have read this application, filted out in full the information required,
completed an accurate plot plan, and state that ail the information provided as required is corr€ct. I
agree to cornply with the information and plot plan, to comply with ali Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Builcling Code and other ordinances of th€ Town applicable thereto.
SIGNATURE OF OWNEB OR CONTRACTOA FOR HIMSiLF
AND TI.'iE OWNER.
DATE .:
INSPECTION:
JOB NAME
MONREADY FOR
LOCATION:
BUILDING:
T] FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
B ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n 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 tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIB
tr tr
tr FINAL T] FINAL
tr APPROVED
GOflRE6T}ONS:
tr DISAPPROVED
: ;t' . ;.. . _:t. . ''..q1:. r1o'.-.:1. ; d:-!" ./;/*./:i":l }'r,,'-,ti i= "+,' :, .J ,"'' ,-',-(--,.
T] REINSPECTION REQUIRED
DATE INSPECTOR
CTION REQUEST
TOWN OF VAIL
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR FRIREADY FOR
LOCATION:
WED AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATEB
tr FOUNDATION / STEEL
tr FBAMING
r-l ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr
tr
tr
POOL / H. TUB
tr SHEETBOCK NAIL
cl
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
JtRouGH tr EXHAUST HOODS
tr CONDUIT t] SUPPLY AIR
E tr
tr FINAL tr FINAL
.tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
DATE
READY FOR
LOCATION:
JOB NAME
MON
CALLER
TUESINSPECTION:THUR
tt / {0
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
tr FBAMING
INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL/ H. TUB
tr
tr FINAL
E
o FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
O ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
trtr FINAL FINAL
T/APPROVED
. CORRECTIONS:
tr DISAPPROVED tr REINSPECTION
i
,]
I
-.t";i:r::{t:;/
oete f - 3t" 8t- JoB NAME
INSPEGTION:
CTION REQUEST
TOWN OF VAIL
--cAttER
MON TUES WED THUR FRI PMAMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
-
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr GAS PIPING
tr POOL / H. TUB
tr
nu
tr FINAL
MEGHANIGAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
-
t-l
tr FINAL
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEEB- PLYWOOD NAILING
tr INSULATION
tr SHEETROCK NAIL
tr
tr FINAL
ELECTRICAL:
T] TEMP. POWER
tr ROUGH
tr CONDUIT
tr
tr FINAL
EI'APPROVED T] DISAPPROVED tr REINSPECTION R IRED
Ye1-i'.
INSPECTORDATE
CTION REQUEST
TOWN OF VAIL
DATE
READY FOB
LOCATION:
INSPECTION:
JOB NAME
MON
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
tr 199.f^&^slqFn...- tr cAS prprNc" PLyWOOD NAILING lJ uAit r-ll"lNu
C] INSULATION
-
tr POOL / H. TUB
tr SHEETROCK NAIL tr
n r-l
tr FINAL tr FINAL
ELECTRICAL: MEGHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH E] EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
trtr
tr FINAL tr FINAL
,E APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE
CTION REOUEST
TOWN OF VAILryyo11qilffi
JOB NAMEDATE
READY FOR
LOCATION:
FRIINSPECTION:
CALLER
TUES WED THUR*G.l)
BUILDING:
tr FOOTINGS / STEEL
PLUMBINGT
tr FOUNDATION / STEEL
tr
tr
tr
tr
tr
tr
n
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING GAS PIPING
O INSULATION POOL / H. TUB
T] SHEETROCK NAIL
o_
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT B SUPPLY AIRzT
d ,.n.w^ "/r-, ' ', "tr FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REOUIRED
DATE INSPECTOR . -
/t
,15,,1i7 |,j ;>r4i...r-j-ii---.-sE F(:-ftf ItYr I b!7 r !v
TOWN
INSPECTION:
JOB NAME
MON
IN
TUES WED THUR FRI
N REQUEST
OF VAIL
-f
PMAMREADY FOR
LOCATION:
BUILDING:PLUMBING:
tr
tr
tr
tr
tr
tr
tr
FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
tr BOUGH/WATER
FOUNDATI ON / STEEL
FRAMING
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING
INSULATION tr POO L/H.TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELEGTRICAL:iIECHANIGAL:
tr TEMP. POWER C] HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIF
tr tr
tr FINAL tr FINAL
EI APPROVED
€eRREGfi€t{€}:-
tr DISAPPROVED tr REINSPECTION REQUIRED
-' .:/2. t:'
DATE INSPECTOR
u/
oate F- z-+l- g e- JoB NAME
l
TOWN OF
REQUEST
VAIL
.--GAtt€P
INSPECTION:MON TUES WED THUR PMAMFRIREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUilBING:
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 SHEETROCK NAIL tr
tr tr
tr FINAL tr FINAL
ELEGTRIGAL:IIECHANIGAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT _tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
EI APPROVED
GOffffEGFI€I{S:
tr DISAPPROVED tr REINSPECTION REQUIRED
, rNsfrg;'-o5,, ggguisr
DATE JOB NAME
READY FOR INSPECTION: MON TUES WED, THUR FRI AM PM
LOCATfON: .. :. ,, , , '. n+,-^a* "' ,t'.,:.,- ,;,,_ ,: . :
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D BOUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H.TUB
tr SHEETROCK NAIL tr
Dtr
tr FINAL tr FINAL
ELEGTRICAL:
E] TEMP. POWER
MECHANICALT
tr HEATING
ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL E FINAL
-,F APPROVED
COBRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE
ssp f,* zZ- ffi..-..
INSPECTION:READY FOR
LOCATION:
JOB NAME
MON TUES WED THUR PMAMFRI
BUILDING:
FOOTINGS / STEEL
PLUlTIBING:
- tr UNDERGROUND
- trROUGH/D.W.V.
- tr ROUGH/WATER
- tr GAS PIPING
- tr POOL/ H. TUB
-tr
rl
_ tr FINAL
MEGHAI{ICAL:
_ tr HEATING
. tr EXHAUST HOODS
_ tr SUPPLY AIR
-
tr
tr FINAL
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING
INSULATION
SHEETROCK NAIL
FINAL
ELECTRIGAL:
TEMP. POWER
ROUGH
CONDUIT
tr FINAL
! neenoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECT N REQUIRED
INSPECTOR
*t'' ./:..{d-f,-.6 6.asn@j
DATE
fr. 9|lrtry/v.ll
't-a.-r
SPECTIO
TOWN
N REOUEST
OF VAIL
PMAM
OATE F. 2 7* g';- ,. JOB NAME
READY FOR
LOCATION:
INSPECTION:MON TUES
IN
WED THUR FRI
BUILDING:PLUMBING:
tr
tr
E
tr
tr
tr
tr
FOOTINGS I STEEL tr UNDERGROUND
FOUNDATION / STEEL tr ROUGH / D,W.V,
FRAMING tr ROUGH / WATER
ROOF & SHEER
PLYWOOD NAILING tr GAS
tr POOL
PIPING
INSULATION / H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELEGTRICAL:MECHANIGAL:
tr TEMP, POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr
tr
FINAL tr FINAL
d APPROVED
€€fiRE9HeilS+
DISAPPROVED NSPECTION REQUIRED
DATE ;f . ?'4. :*L--' |NSPECTOR
INSPECTION:
JOB NAME
'geD
CALLER
TUES WED THUR FRI PMAMREADY FOR
LOCATION:I l-,t
/ | t: t: .rr7
,rfiAeenoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
BUILDING: / - /
tr FOOTINGS / STEEL B UNDERGROUND
tr ROUGH / D.W.V,
tr ROUGH / WATER
B FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL
tr_
tr
n
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP, POWER
MECHANICAL:
tr HEATING
d RoUGH tr EXHAUST HOODS
E'CONDUtT
tr_
tr
tl
SUPPLY AIR
tr FINAL tr FINAL
t.:--"'
TOWN OF VAIL
DATE
READY FOR
LOCATION:
JOB NAME
INSPEGTION:WED THUR FRI
I ,?.f .{
PMAM
CALLER
MON,I TUES''--/'
;,
BUfLD|NG: "/ / i' 't PLUMBINGT '
tr FOOTINGS / STEEL 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_
tr
n
tr FINAL tr FINAL
ELEGTRIGAL:
F reue. PowER
MECHANICAL:
tr HEATING
ts ROUGH tr EXHAUST HOODS
tr CONDUIT
n_
r] SUPPLY AIB
rl
tr FINAL tr FINAL
APPROVED
RRECTIONS:
tr DISAPPROVED B REINSPECTION REQUIRED
DATE INSPECTOR
I
OO16 F- r'(j,. ?-., JOB NAME
-€'A,EEER
INSPECTION:MON TUES WED
ru#cnoN neouisr
TOWN OF VAIL
READY FOR
LOCATION:
BUILDING:PLUMBING:
tr FOOTINGS / STEEL T] UNDERGROUND
-
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
n ROOF & SHEER Fr ra^e r'rc,rrr^- pLyWOOD NAtLtNc tr GAS PIPING
tr INSULATION
-
tr POOL / H. TUB
r] SHEETROCK NAIL tr
nrr
tr FINAL tr FINAL
ELECTRICAL: MECHANIGAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIB
-
f'l n
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
n ROOF & SHEER Fr ra^e r'rc,rrr^- pLyWOOD NAtLtNc tr GAS PIPING
tr INSULATION
-
tr POOL / H. TUB
r] SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
tr FINAL tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIREDEI APPROVED
€eRREeflOr't3:
1",
/r,'A 4 ,i /r'
' ' li.9d[ary/vail
./U4t-/ r-
INSPECTOR ' K'
t
INSPE CTION
TOWN OF
REQUEST
VAIL
DATE
READY FOR
LOCATION:
INSPECTION:,/''- -.-:
TUES I WED)'.--_..2.
JOB NAME
MON
CALLER
/-.\,' AM \ PI!4'-'--.-/THUR
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr GAS PIPING
tr POOL / H. TUB
r-t
tr FINAL
MECHANICAL:
tr HEATING -
tr EXHAUST HOODS
tr SUPPLY AIR
-
tr_
D FOUNDATION / STEEL
tr FRAMING
E INSULATION
tr SHEETROCK NAIL
tr
tr FINAL
EL
tr
D
tr
U
tr
CTRICAL:
TEMP. POWER
ROUGH
?)^"1'
FINAL O FINAL
;{neeaoveo/ coRREcroNS,
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
,*#"roN neouisr
_*aTOWN OF VA|L*.:-:i -"
),b- lt t,.DATE
READY FOR
LOCATION:l{l
JOB NAME
CALLER
INSPECTION:TUES &D THUB FRI
E 2 .5" ,'lt-7 irlc -, -"'') ,^l<\
AM PM
&
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
BOOF & SHEER tr GAS PIPINGPLYWOOD NAILING
INSULATION
-
T] POOL / H. TUB
SHEETROCK NAIL
ELEGTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
'i2t
i/
DATE INSPECTOR .. -:
./; ':'
ht t| ry'Yd
rN#
'1
/i:t L-- ro'
CTION REOUEST
TOWN OF VAIL
NAME
li't{DATE ]
READY FOR
LOCATION:
INSPECTION;
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
.{ i ''; !;
tr FINAL tr FINAL
APPROVED
COHRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
,rt ".-/' - 11
DATE INSPECTOR
CTION REQUEST
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTION:MON
CALLER
TUES THUR FRI PMAM
PLUITIBING:
tr UNDERGROUND
tr ROUGH / D.W.V
tr
tr
tr
tr
tr
tr
ROUGH / WATER
GAS PIPING
FINAL
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL
tr
tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE
'. rlFe 18'6
CTION
TOWN OF
REOUEST
VAIL
DATE ?-4- s'z--NAME
INSPECTION:MON TUES
JOB
READY FOR
LOCATION:
WED THUR FRI PMAM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr FBAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK NAIL tr
u
tr
tr
tr FINAL FINAL
ELECTRIGAL:
tr TEMP. POWER
IIECTIANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr
tr
tr
CONDUIT tr SUPPLY AIR
FINAL tr FINAL
tr UNDERGROUND
tr ROUGH / D.W.V
tr DISAPPROVEDEnppnoveo
EOFFECTTOT{S:
tr REINSPECTION REQUTRED
*-rz , ' -*P)/i""3\
l.^
DATE INSPECTOR
|.tryvjl
'N,#"toN neouisr
T'oWN OF VAIL,' ," 1'5A= t tl .i.'iDATEJOB NAME
/"r*READY FOR
LOCATION:
CALLER
TUES WED
1,.fO ru t/a-)-,
0X -. /
tr FOOTINGS / STEEL tr UNDERGROUND
,, / lq o , iqo it /+il
B FOUNDATION / STEEL tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
^ ROOF & SHEERu pLywooo NATLING -tr GAS PIPING
tr INSULATION tr POOL/H,TUB
tr SHEETROCK NAIL
tr HEATING
ROUGH tr EXHAUST HOODS
SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
/
,*#"toNTOWN OF
REOUEST
VAIL
DATE JOB NAME
MON
': ! ,''( : :
CALLER
READY FOR
LOCATION:
INSPECTION:TUES WED THUR FRI AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
I] ROUGH / D,W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FBAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION u
tr
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr SUPPLY AIR
tr
tr FINAL tr FINAL
EI APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
f';'
INSPECTOR
!..!:i].n.}].;j
DATE
TOWN OF
REQUEST
VAIL
IDATE ;:: ^ ?_ /. ,_--JOB NAME
MON
{',.,r
READY FOR
LOCATION:
INSPECTION:TUES WED THUR AM
BUILDING: PLUMBTNG:
tr FOOTINGS/STEEL tr UNDERGROUND
-
tr FOUNQATTON / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
r., ROOF & SHEEH Fr ^ o c Eri.r^- pLyWOOD NA,L'NG D GAS PIPING
tr INSULATION
-
tr POOL / H. TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr F]NAL
ELECTRICAL: IIEGHANIGAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
n r'ltrt
-
tr FINAL tr FINAL
FAPPROVED tr REINSPECTION REOUIRED
C-OFtRECTfgNtls
FRI PM
tr DISAPPROVED
DATE INSPECTOR
t|l P|lrlry/v.al
,*#"toN
TOWN OF
REQUEST
VAIL
READY FOR
LOCATION:
iq i.!
INSPECTION:TUES ,IWEV-.rH. -".:z--
.;1-l-".' ,i{"/
ri-.' , i'{[4r
44i*., .
-ntrt' n,::t 4
JOB NAME
MON
CALLER
UR PM
,:i/t'
..Aneenoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
BUILDING:PLUTTIBING:
tr UNDERGROUND
tr BOUGH / D.W.V.
tr ROUGH/WATER
tr
tr
tr
n
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL/ H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANIGAL:
O HEATING
E ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
DATE INSPECTOR
t
INSPE CTION
TOWN OF
REQUEST
VAIL
DATE
READY FOR
LOCATION:
JOB NAME
CALLER
MON TUES
-i-.<\AM {.y.)FRIURTH.UFDl
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FBAMING tr ROUGH / WATER
r-r ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
tr tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANIGAL:
tr HEATING
p, noucn tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr E]
\tr FINAL \,tl
\/
XAPPROVED
'coRnEcrroNs,
tr DISAPPROVED tr REINSPECTION REQUIRED
ri
INSPECTOR
\
rNs CTION
TOWN OF
REQUEST
VAIL
ol;e 7 - z g- 8z--' JoB NAME
INSPECTION:
-GArl=,bER
MON TUES WED THUR FRI AM PMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
t] FOUNDATION / STEEL
PLU}IBING:
tr UNDERGROUND
-
tr ROUGH / D.W.V.
tr ROUGH / WATER
-:-
tr GAS PIP|NG
tr POOL/H.TUB
tr
tr
tr FINAL
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
-
tr
tr FINAL
T] FRAMING
n ROOF & SHEER" PLYWOOD NAILING
tr INSULATION
tr SHEETROCK NAIL
tr
tr FINAL
ELEGTRICAL:
tr TEMP. POWER
tr ROUGH
tr
tr
tr
CONDUIT
FINAL
7:3
DATE ,j - Z ?- li-t tNSPEcroR
t*,;-d --#*-* 4*",.7/ /*€ / ?a/
t ':l t'1 ,,' ,' r',l , r;- , ,Vhr- t.Z_-ht frt/'tal
CTION REOUEST
CALLER
TUES WED THUR
JOB NAME
READY FOB, INSPECTION:(Lt9 ! n,-.t" /*l--
LOCATION: 4 -"r11\
,a\
iPMJ
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
tr BOUGH/WATEB
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK NAIL
ELECTRICAL:
tr,TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
Cxrx exo AssoctAt
o
It EL
Conrulllng Englnccm
Soll and Foundatlon Englneerlng
5oD nD. 15. . GIE'{WOOO $PilNGS, COLORAOO otEol
CONCRETE TESTING RESI'LTS
Date Cast :7 /20182Job No. : 22,802
Job Locatlon: Simba Run, Vail
Sanpled By: Field Engineer - Steve Speer
Locat ion:
Mix Data:
N. Building Wall D, between 10
Cont rac tor :
& 15 Lines
Hensel-Phelps
Concrece Suppller: Mtn.
Batch Out Tine:
PHYSICAI. PROPERTIES:
Unit l,leight
Helghc
Concrete Temperature
Spectfted Strength:
CC: Hensel-Phelps
Briner & Scott
JVA
LGI,I Professional
SupplLerrs Ticket No.!
Ti6e Cast: 1:30 pn
11044 Truck No.: 152
Slunp
Denslty
CHEN AND ASSOCIATES' INC.
Mobile Mix
4000
in.
pcfla.
o1,
pcf
in.
oF
Alr Content
Dlaneter
Alr Teroperature
Cylinder
No.
Da te
Tested
Age Tested
Days
Compresslve
Strength (psl)
t27 8-17 28 4400
128 A-17 ?8 AJAi
Rematks:
Consu I tant s
psl at 28 daya
Hans Froeschl e
I
REOUEST
VAIL
oete 7-/4-Fz- JoB NAME
INSPECTION:MON TUES WED THUR FRI PMAMREADY FOR
LOCATION:
CTIONTOWN OF
BUILDING:PLUMBING:
tr FOOTINGS/STEEL B UNDERGROUND
-
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
" BSrou[oLtJ"=iL,*n tr cAS PTPTNG
tr INSULATION
-
tr POOL / H. TUB
tr SHEETROCK NAIL tr
nn
tr FINAL tr FINAL
ELECTRICAL: MEGHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONOUIT tr SUPPLY AIR
-
tr FINAL tr FINAL
p neenoveo
€gFFECTTONTb
''
/_ /L.tr REINSPECTION REQUIRED
7
fl';r/
,'fi'n )
(-a:
DATE INSPECTOR
Cxrx exo AssocrAtrr
Conulllng Englncen
Soll urd Foundatlon Englnccrlng
5o!onD. ita . GLE WOOO SDn|NGS. GOLORIOO tlEol
CONCRETE
Job No.: 22,802
Job Locatlon: Sinba Run, Vail
TESTING REST'LTS
Sanpled By: Field Engineer - Steve Speer
Locatl.on: Wall Line 15-17, Elev; 130 to 140
ltlx Data:
Date Cast :7 lrsl82
Contractor:Hensel-Phelps
Concrete Supplter; Mtn. Mobile Mix Suppllerrs Ticket No':
Batch out TtDe: Tioe cast: 3:30 Pn
10983 Truck No.: 154
PHYSICAL PROPERTIES:
Unlt weight
Helght
Coocrete Teoperature
Air Content
Dlanet er
Ait Tenperature
Pcfin.
oF
Ln.
%
Slulp
Density
614 tn.
pcf
Speclfled Strength: - 4000
CC: Hensel-PhelPs
Briner 6 Scott
JVA
LEt'l Professional Consultants CHEN AND ASSOCIATES' INC.
_- Hans Froeschle -=-
Cylinder
No.
Da EE
Tesced
Age Tested
Days
CoDPrefislve
Strength (pst)
rz)8-12 28 4420
t26 8-t2 28 4510
Reoarke:
p61 at ----2-E- days
I
rN#CTION REOUEST
TOWN OF VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
QALLER
rYEs THURWED FRI PMAM
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
r] ROUGH / D.W.V.
tr ROUGH/WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
ELEGTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
;#,neenoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE .;,INSPECTOR
ill
F
R
o
M
ill WK *frl:ALL €LE(:?it{C gO.
,152,f f orsriirt ii;r:le E.tlt
GRAti$ JUf.{':TtUi'l,,COLORAi}O &t"*Ol
(303i ial';r,"52
PRIOFITY
N URGEI{TI
F€oo a8 roseELE
E ro nelv EEDEii..
,' ,. .,' "
jt!t (
SIGNED:
RECIPIENT: WRm REPLY. REruRN WHITE TO SENDER. KEEP Ttlls PINK COPY.
rt
w
tcB
k,
.:
Cxrx ANo Aisocrlrts
Conrulllng Englnecrs
Soll and Foundatlon Englneerlng
50!o Ro.15a . GlEt{wooD sPRll{Gs. coLonaDo Er60l
CONCRETE TESTING RESI,'LTS
Job No. z 22,802
Job Locationl Sinba Run, Vail
Sampled By: Steve Speer - Hensel Phelps
Location: D line between 7 - 10 lines
Date Cast:7/t2/82
Conlractor;Hensel -Phelps
Truck No.: 154
Mix Data:
Concrete Suppller: Mtn.
Batch out Tlr[e:
PIIYSICAL PROPERTIES:
Unlt I'leight
Helght
Concrete TeoPerature
Speclfled Strength:
g6; Hensel-Phelps
Briner & Scott
JVA
LGit Profes s ional
Mobile Mix SuPPller!s Ticket No':
Tirue Cast: 5:45
pcf
in.
or
Air Content
Dlaae t er
Alr Ternperature
in.
oF
S l urnp
Dens l ty
4r4La.pcf
4000
CHE!i A\D ASSOC1ATES, II;C.
llans Froesch I e
Cylinder
No.
Da te
Tes t ed
Age Tested
Days
Compres s ive
Scrength (psl)
t23 8-q 28 a77 0
8-9 L8 4880
Remarks:
Consul tants
psl ac ?8 days
CTION
TOWN OF
REQUEST
VAIL
oltre '7 't z - Fz-- JoB NAME
READY FOR
LOCATION:
INSPECTION:MON TUES WED THUR FRI AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUITIBING:
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:MECHANIGAL:
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
E]
tr FINAL tr FINAL
APPROVED trDl tr REINSPECTION REQUIRED
DATE INSPECTOR
r
F
'il
PJ
i';
I
"f.U&
Cnrx lxo AssocrArtt
Coneulllng Englneen
Soll and Foundetlon Englneerlng
s080 nO.l5a . GIENWOOO SPRII{G3. COLOnAOO E|601
CONCRETE TESTINC RESTJLTS
Job
Job
No.: 22'802
Location: Sirnba Run, Vail
Dace Cast | 7/8/82
Sanpled By: Steve Speer - Hensel-Phelps ContracEor:
Location: N. Building ltlall Line D
Mlx Dat a:
Concrete SupplJ.er:Mtn. lrlobile Itix Suppllerrs Ticke! No':
Batch Ou! TlDe: Tine Cast: 1:50 Pn
Air Content 5
Dianet er
Air Teroperature
Hense 1 -Phelps
liugk lg6.; 152
Sh:mp 7
Densl ty
cHEli lL\D ASSOCIATES, INC.
Ilans Froeschl e
PI{YSICAL PROPERTIESI
Unit Weight
Helght
Concrete Tectperature
Speclfled Strengthl
gg; Hensel-PhelPs
Briner [' Scott
JVA
pcf
in.
or
in.q
ln.
oF
4 000
Cyllnder
No.
te
Tes t ed
Tg-Tested
Days
Coopress ive
Strengch (psl)
1.2L ?8 4440
122 I--q 19 4330
Reoarks:
LF.rlrt l'rofessional Consul t ant s
psl ac 28 days
Cxcx exo AsrocrAr!
o
t
,42
Conrultlng Englneen
Soll and Foundallon Englneerlng
5o8o FO. rs4 . GLEI{WOOD SPnINCS.COLOnAOO 81601
CONCRETE TESTING RES1'LT5
Job No. | 2?,802
Job Locatlon: Sirnba Run, Vail
Date Cast: 7/7/82
sarnpled By: contractor - steve speer contraccor: Hensel-Phelps
Location: funenities - High Walls
Mix Da ca:
concrete supplier: [ttn, I{obile l'!ix supplierr s Tlcket No. : Truck No. : 152
Batch Out Ttoe: Tirne Cast: 3:30
P}IYSICAI PROPERTIES:
Unit Weight Pcf Air Content Z Slr'unp 6 ln'
Helght in. Diameter 1o' Denslty Pcf
ConcreEe Tesperature oF Air TenPerature oF
Cy ]in der
No.
Da te
Tes t ed
Age Tested
Days.
Conprecs ive
Srrengch (psi)
11v 8-4 28 4540
r20 8-4 z6 4650
Reoarks:
Speclfted strengch: 4000 psl ac 28 days
6g. Hensel-PhelPs
Briner & Scott
LGM I'rofessional consultants cH[N A\D AssoclATES' ]NC.
Ilens []roeschie
TOWN OF VAIL
PMAM
DATE
READY FOR INSPECTION:
JOB NAME
MON
EALLER
TUES WED THUR FRI
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
T] UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W,V.
tr FRAMING tr ROUGH / WATER
n ROOF & SHEERu ptvwooo NA|L|NG tr GAS PtPtNG
tr INSULATION
-
tr POOL / H. TUB
tr SHEETROCK NAIL tr
FI n
tr FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
tr FINAL O FINAL
tru
tr DISAPPROVED O REINSPECTION REQUIRED
.. , .,.. .)-' , ''
DATE INSPECTOR
lta dnart/vail
." li t,. '
rlr#cnoN
TOWN OF
. !-. r
REQUEST
VAIL
DATE
'-l
INSPECTION:
JOB NAME
MON TUES 'WED THUR FRIREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
B UNDERGROUND
tr ROUGH / D,W.V.
tr BOUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL/ H. TUB
NAIL tr
n
tr
tr
tr FINAL FINAL
ELECTRICAL:
B TEMP. POWER
MEGHANICAL:
tr HEATING
tr EXHAUST HOODS
tr
d
tr
CONDUIT tr SUPPLY AIR
FINAL
tr
tr FINAL
,EI APPROVED tr DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
INSPECTORDATE
I
l*
Cxcx exo AssoctATt
o
s
Conrulllng Englncen
Soll and Foundntlon Englneerlng
s{tNO RO. 151..'GTE WOOO SPnINGS, COLOnADO 61601
CONCRETE TESTING RESULTS
Job No.: 22,802 Dare Cast:6/L6/82
(HPCC) Conlractor:
ltlal1 at arnenities
Job Location: Sinba Run, Vail
I Samnled By: Field Engineer - Keith
I
II Locatlon: fr WaIl Racquet 6 Pony
"r Mi1 Datg:
TI Concrere Supplier: Mt. Mobile Mix
II Batch Out Tine:III PHYSICAI PROPERTIES:
Supplier's Ticket No.:
Tine Cast:
L1622 Truck No.: -100
' Unlt t{elght
Hetght
Coocrete TeoperaEure
Pcf
in.
oF
ALr Content
Dlanet er
A1r Tenperature
Shmrp 3 in.
. Denslcy pcfLnor
Rernarks:
Speclfied ScrenBth: 4000 psl at - 28 days
CC: flsn5s1-Phelps
Briner & Scott
.tvA
l.$itl Profess i.rnal Constr I tant s ciiFN .\ND ASSOCIATE:-" I lic.
llltns [rroe'sc]llc
Cylin de r
No.
Da te
Tes t ed
Age Tested
Days
Compresslve
Strength (psl)
7 -t4 t6 4310
r12 t6 4540
I O '1t*'\A'Cx:x exo AsrocrArts
Job No. t 22,802
Job Location: Sinba Run, Vail
Sampled BY: Contractor
Locafion: Racquet CDurt
Concrete Suppllei: Mt. Mobile Mix Suppllerrs Ticket No'l 11568 Truck No':151
Batch out Tlne: Tiue cast: 3:00
PITYS]CAL PROPERTIES:
Unlt treight Pcf Alr Content Z Slunp (|e ta'
Helght in' Dlamecer to' Denslty pcf
Concrete Teorperature oF Alr Ternperature oF
Cylinder
No.
Da te
Tes t ed
(;olrpretis lve
Strength (pst)
10q ?enn
t-t 0 7 -25 4S 4260
Remarks:
Speclfled Strength: 4000 psl at - 28 days
CC: HenseI-PhelPs
Briner 6 Scot t
LEM Professional Consul t ant s CHEN AliD ASSOCIATES, Ilic.
.llCnE _Floesclr!e- ,- --
t fl I chen ano atiates, inc.
lliz I coNSULTING cEoTEcHNrcAr ENGINEERSIgI o""*""uoo3?ll;ll3o'uo'
Hensel PhelFs
JO8 NO.DATE 7115182
DA.LY REPoRt *o. 65 s"eer2 or
SUBJ€CT:Sinba Rln
TO:
PO BcD< B8
vail- co 81657
Attn: Tirn !&Kinney
WEATHER COI'IDITIONS ANO TEMpERATUSg clear, win4r, 81o at 4:O0 p-m-
CONTRACTOR'S EOUIPMENT
t
CoNsTRUcTtoN AcTtvtTreS Conbractor requested @sts ql NE entrance ranE) of tlle parking
gaEqe. T\ests J. & 2 !€re taken at, ramc qrade. Contractcrr stated that apprcp(irrBtely 3l
of cn-site fill
then tlre tras been
l-00t stanrCard
cbserved alorq cohfin line 50 ahd frcrn 51-53 Llnes. AIL naterials \^,ere natlra1 san+t
gravel and c&les. _ _
VERBAL COMMUNICATION WITH CONTRACTOR, ENGINEER. ARCHITECT, OWNER
Dan Berta
FIELD REPFESENTATIVE
Briner & Scott
J\A
G g,hM Professicnal Ccnsultants
APPROVED BY
,g
fl
o
tl(It
Em5
c
$
q,
9
o
n
E
ro!l
r{
o
E
l-{FI..1
tll
c
9
t!)
o
q,
E
o
3
E
o
lf,
cl
LI
l
o
I
J,Ft€
4r
ds
.gh
q"
I
t
0t
E,
g
t!o
b,
>l
st
.r.1t
A
c
a6o
lE ,-locoo- cn
H''r
:l*[i"(EF{(r;
o(It
Kq{
o.9
.9vn*
-o
E=vf
rqo
q)
0,
E
Q)
q)
a
ll r'.
Dng9
!o ::.Y,t!E19EI!'; t.Eoloolnt5IE; t.e.g f E
=t9I l=Yt(,B IE
xt-
d)tx
-lc
GtcoloctoolocDltt
-t-: l-_ctc
.=-.=3:r
tsfo 60
tro
q)
E= ?!
E,Plo;:5 $*:_ci !-= c,
e,, l.raj4ad
l:56
E!E.
_:: ! i
-. .::-^;is;E6:o (!Fy)
ii:-
:E 3i
: E 3.:
:8i.1 .-
-=U::: Y{nrE;= Fis6i: d
d-:: ! !:: ?;: i- ?6;9:": o
C O.- w= l=lbi;:: ,q--;Es- \,,
c: {.c= F{o c ::: -ni:sii: t sCcC:_ O ..{9:s::,H !li::-: -' X(ilEBi.a rlY:: at A:!i:= tr E;::s3 (u A.
3;;Ei-fisa?::-:9 CbFl
F OAD
'
q,
h11
a
EE
LlI
u
tr
H
.3
*,
UJ
dplll
01
)
s
trJ
.6
F
c\:o
zq
|-
o
tr
6
o
'o)
9
=-JO
i,EE9E:
22
c
E
c
E:c
c
=
c
E
g!
q)
E
!c
G'
q,
iuat
2-o
E
ris
6
3
t/)
l+,u.lz.
(Jz.trJ
-l!ioz.!
t-x
LaJ .rt(5
z.
U>zo
(\
(\I
@
al'tr-l
r,-
z
FoulF
dz
tr
UJo(D
i€
() X
5(na
I.lFlI
I
I
u,
TU.|-'
o
v
ro
rO
I
I
I
(\Io@
r\I(\I
I
I
oz
oz
F
UJ
J
a(J
l-
(a'
€)€
ellt\$il,Ncl
\)€
ctl
FI
q)
a
(.)
Q:
5s
3-.a:3;
' t'-tro\qi
mEi
XO,di ri
trj 5l
1l
iil
8.rlq)
t.
q,
o
ffi* > gtaa*
Al eil*s4.8 4.
,F-*L
ATA
ALSERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO STREET
DENVER, COLORADO 80223
(303) 6S8-1050
AKA 1878-1"181
June 28, 1982
Hensel PhelPs Construction Co.
P. O. Box BBVail, CoLorado 81658-0929
Attention: Mr. Richard MaYnard
RE: Simba Run Condominiuns
Gent lemen:
Enclosed are the inspection reports for work perforned
on June 2L and 24, L982.
Very truly yours '
ALBERT KNOTT & ASSOCIATES, INC.
Rl{R:nc
cc Tim
Che t
Dave
Tin
Ray
McKinney
Horton
Houdeshel l
Ke11an
Story
STRUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES' lNC.
155 SOUTH NAVAJO
DENVER, COLORADO 80223
(303) 698-1050
CNSITEDAILY REPORT OF:
LOCATION: Simba Run JOB N0:
INSPECTOR: Pat CoLlins ifCumn
1878 DATE: . 6-2I-87,
HRS: 5.5 OT HRS:
PAGE 1 OF 1-CONTRACTED SERVICE'' { 'XTRA
SERVICES:
A final rvalk through inspection was perforrned on the
parking garage. This was to ensure all connections have been
completed and are in acceptable condition'
This inspection showecl all connections have been weLded
and accePtabLe.
Also inspected the structural steel welding' desking' and
steel fit up of the link area up to el-evation 146r-6rr' A11
inspected areas were found to be acceptable'
STFUCTURAL AND MECHANICAL TESTING
o
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
OENVER, COLORADO 80223
(303) 698-10s0
DAILY REPORT OF: FIREPROOFING
LOCATION: Sirnba Run
INSPECTOR: Deltlayne Ganow 6
EXTRA
JOB NO:
RECUTAR
SERVICES;
1878 DATE:,
HRS: 5.5 oT
PAGE 1 OF
6-24-82
HRS:
nCONTMCTED SERVICES:
Inspecte<l and reinSpected fireproofing coverage on leve1s
160, 170, and 180 stee1. Inspection involved interior beams
and colunns and perineter beans and columns on northr west and
south wa11s. Rejected areas on coLurnns were narked with spray
paint and a list of locations was left rvith Bud Vanhorne, Hensel
Phelps.
Locations of rejected fireproofing on columns:
Level 180:
E:
I{:
A11
Level 170:
G:
li:
E:
AI.]"
7r 1515, 16,
columns
t1 'r',
on line 22
7r 8t 9,L6, 17 ,
7
colunns
10, 11, 14
19
on line 22
Level 160
D
E
17, 18
7G: 5, 5, 6r 7r 8, 10, 12
H: 17, 18, 20
A1 1 line 20 columns
Along the north and r+est wal1s, fireproofing is thin at sone
places on perimeter beams on the outsicle surfaces. A1so, fire-
proofing has not been applied to a few beans. Erection of
STBUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOGIATES, INC.
155 SOUTH NAVAJO
DENVER, COLORADO 80223
(303) 6s8-1050
DAILY REPORT OF: FIREPROOFII,IG
LOCATION: Simba Run JOB NO: 1878 DATE: 6-24-82
INSPECTOR: Dellayne Ganorv REGULAR HRS: 5.5 0t HRS:
CONTMCTED SERVICES: EXTRA SERVICES: PAGE 2 OT 2
scaffolcling is required before conpletion of fireproofing on the
outside surfaces of bearns and colurnns along these waLls
Rejected coverage on interior beanns was marked at two
places on levels L70 and L80. Fireproofer was informed'
The interior x brace straps are being cove.red with l.IK-5
fireproofing. since fireproofers reported they were not finished
with this work, thicknesses were measured at only three locations.
Average thickness at this time excee'Js L/4", but is less than
r/2".
One sample for <lensity neasurement was taken frorn 1evel 150.
STRUCTURAL AND MECHANICAL TESTING
Af,T
ALBERT KNOTT & ASSOCIAIES,INC.
155 SOUTH NAVAJO STREET
DENVER, COLORADO 80223
(30i1) eg8-1050
AKA L878-1181
June 2L, 1982
Hensel Phelps Construction Co.
P. O. Box BBVail, Colorado 81658-0929
Attention: Mr. Richard Maynard
RE: Sinba Run Condoniniuns
Gentlemen:
Enclosed are the inspection reports for work performed
on June 16 and L8, 1982.
Very truly yours,
ATBERT KNOTT 6 ASSoCIATES, INC.
RMR:nc
cc Tin McKinney
Chet Horton
Dave HoudesheLl
Tim Kellam
Ray Story
STRUCTUFAL AND MECHANICAL TESTING
a
AKA
ALEERT KNOTT & ASSOCIATES' INC.
I55 SOUTH NAVAJO
DENVER. COLORADO 80223
r3{l3l 698'IOSO
0AIIY REP0RT 0F: ONSITE
L0C.{TION: sirnba Run JOB };O: 1878 D'\TE: 6-16-82
INSPECTOR: Pat collinsJD REGUL.{R HRS: 5 - 5 oI HRS:
CONTRACTED SERVTCES: {A EXTRA SERI'ICES: P.\68 1 OF 1TT
A visual inspection was performed on the precast welds of
the parking structure, covering walL to wa11, waL1 to teet
spandrel to tee, and tee haunch connections. All inspected welds
were found to be acceptable
Also inspected the steel fit up, moment connections, decking
installation, tee clip to eno-ed plate we1ds, and overall
condition, in the link area.
A11 cornpleted. areas were found to be acceptable.
rp.
j
o
AKA
ALBERT KNOTT & ASSOCIATES, lNC.
155 SOUTH NAVAJO
DENVEF, COLORADO 8M23
(303) 698-10s0
DAILY REPORT OF:
LOCATION: Sirnba Run
INSPECTOR: DEWAYNE
CONTMCTED SERVICES:
FIREPROOFING
Ganow
1878 DATE: 6-16-82
HRS: 5.0 oT
PAGE 1 OF
JOB NO:
REGULAR
EXTM SERVICES:
HRS:
1
Inspected thicknesses of fireproofing on levels 140 through
180, from line L2 through line 20' along the west side [lines
G and H). Also reinspected coverage on the east side along
Lines H, B, C, and D, frorn lines I to ?2. Rejected areas on
colunns were marked with paint. A list of rejected fireproofing
on colurnns r{as left with Bud Vanhorne, Hensel Phelps.
Fireproofing samples were cut from levels 140 through 180'
one from each level, for density measurements to be made l-ater
At AKA.
STRUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVEF. COLORADO 80223
(30s) 698-1050
DAILY REPORT OF: FIREPROOFING DENSITIES
LOCATION: AKA Shop JOB NO: 1878 DATE: . 6/L8/82
INSPECTOR: DeWayne Ganow REGULAR HRS: 2.5 OT HRS:
CONTRACTED SERVICES: fX EXTRA SERVICES: PAGE I. OF ].
Densities of fireprotofing samples taken frorn Sinba Run on
6/L6/82 have been measured at the AKA shop. These densities
are compared below with densities neasured on 6/I/82 and 6/8/82,
which have been narked with an asterisk.
Level 140
LeveL 150
Level 160
Level 170
Level 180
Sarnple 1
Sample Z
Sample 1
Sanple 2
Sanple 3
Sanple 1
Sample 2
Sanple 1
Sample Z
Sanple 1
Sanple 2
L7.6 pcf*
L9.1 pcf
21".3 pcf *
21".0 pcf *
19. 8 pcf
20.4 pcf*
19.0 pcf
19.8 pcf*
19.3 pcf
17.9 pcf*
20.6 pcf
The average density for any leve1 erceeds 17 pcf. The average
density for the buil-ding is 19.6 pcf with a standard deviation of
L.2 pcf. These densities exceed UL requirements, which ate L7 pcf
ninimurn average density and L5 pcf minimun individual density.
The standard deviation of L,2 pcf shows consistent practice
Some areas along the west waLL, frorn lines l to 10, and sone
areas in the interior have not been sprayed yet. AKA plans to
take two more samples of the last naterial sprayed to conplete "
inspection of the densities.
STRUCTURAL ANO MECHANICAL TESTING
)
briner,rbcott
architects
143 e meadow dr.
vail, colorado 81657(303) 476.3038
June 21, t982
Mr. Chet Horton
Building Department
Town of Vail
Vail, Colorado 81657
RE: Simba Run/Structura'l Fireproofing
Dear Chet:
I would just like to confjrm a telephone conversation I had
with you on June 18, 1982. As you know, the cross bracing
'i n some areas has not recejved spray fireproofing. As we
discussed, an acceptable a'l ternative (if the cross bracing
is not sprayed) would be to add an additional layer of %"
type "X" drywa'l1 to each side of the party wall in which
the cross bracing occurs. This assembly would correspond
to wall type 2/E on sheet A-40 of the architectunal drawings.
4- z-g-
P4- W
Tim Kellam
Project Architect
BRINER/SCOTT ARCHITECTS
TK/rh
cc: Ray Story
Tim McKinny
Regards,
4-lp-.K.[1"----
\
SIMBA RUN CONDOMINIUMS
EAST BUILDTNG
VAII,, COLORADO
JoB #29-79
,52
BRINER,/SCOTT ARCHITECTS, INC.
143 EAST MEADOW DRIVE
SUITE N-40
VAIL, COI.ORADO 8].657
.WAIJC THROUGH FOR OCCUPANCY PERMIT NOVEMBER L2, L982
PRESENT I
1. Elevation 30 - Add iron gate to stair 3
2. Sprinkler system in mechanical room checked.
3. Fire departrnent requested list. of occupied spaces.
4. Unit 1502 carpet in southeast corner of living room layed wrong a5nit.
5. Sign to be installed on concealed sliding doors to bath and bedroom -
" Keep Door open" .
Sprinkler heads to be exposed \ to 3/4 inches from the eschutcheon.
tock Bo:< to he installed at North end of North Building.
Exterior punch list - paint scuppers and cap fJ.ashing exterior of
balconies.
9. Unit 1423 door on cabinet missing.
lO. Mccee to check on items to be corrected in afternoon of II/$/92.
11. Chet wil.l check out additional spaces the morning of LL/I5/82.
12. ELectrical inspection oK.
13. Completed walk, through of elevations 140 anil 150 with Chet Horton,
Richard Maynard and Bob Hiland.
b-Chet Horton
. Mike McGee
Jame s Overeash
Dave Euch
Bud Van Horn
Geno Risacher
Rob Hartsock
-- Vern Dennison
Tim Keflam
Bob Hiland
Town of VaiI Building Deparbnent
Vail Fire Department
Vail Fire Department
Vail Fire Departnent
Hensel Phelps Construction Co.
Hensel Phelps Construction Co.
Hensel Phelps Construction Co.
Yoder Engineering Consultants
Briner,/Scott Architects, Inc.
Briner./scott Architects, Inc.
5.
1
14. Check on comllustion air for gas fired water heaters and pool heaters.
,U
JOB NO:
REGULAR
1878 DATE:7-30-gZ
HRS: 5.0 OT HRS:
PAGE 1 OF 2
COLORADO TEST CENTER, INC.
155 SOUTH NAVA'O
DETWER, COLORAOO 80223
(303) 698.1050
DAILY REPORT OF: ONSITE
LOCATION: Sin'ba Run
INSPECTORs DeWayne Ganow
CONTRACTED SERVICES: N EXTRA SERVICES:-F
The following structural items were observed on the
north building. A written suinmary of these itenS
at the Hensel PheLps office foi fiur McKinney.
was left
Level 120
1) PuddLe welding for deck attachnent is acceptable.
2) Welds between angLe lugs and colurnns on lines 2,' 4, and 6 have nol been completed per detail (4/512).
3) Weld was not completed between enbed and angle lug
at point C-7.
4) At the base of colunn D-7, the anchor bolts are
below the top of the colunn base plate preventing
attachment of nuts.
5) Extension base plates are used at pipe column' locations A-7 and A-8. The normal base plates
Test on the extension base plates and are
attached by tack welds. The- anchqr bolt holes
at A-7 have been torch cut through the edge of
the plate.
Level I30
6) Between lines 2 through 9 and A through D the
mornent connection welds are visually accepted
except for both connections at D-8.
7) Lug to colunn welds not nade on diagonal brace
lines 2,4, and 6 per (4 s/f?). Same as item 2.
S) Joist and bridge welds mostly conplete and
accepted. Joist to beam kickers not yet welded.
I
STHUCTURAL, MECHANICAL ANO MATERIALS TESTING
COLORADO TEST CENTER. INC.
155 SOUTH NAVAJO
DENVER. COLORAOO 80223
(303) 698-1050
DAILY REPORT OF: SPRAY-ON FIREPROOFING
L0CATION: Sirnba Run
INSPECTOR: Dewayne GanowN
CONTRACTED SERVICES: IA EXTRAT
JOB NO:
REGULAR
1879 DATE: t -30-82
HRS: S.0 OT HRS:
SERVICES:PAGE__1_OF r
An inspection of fireproofing coverage was made over
j
the east building. Along the north wall, lines 20 or 22,
where the wall has bgen !1stal!ed, walI panels sele91ed by
the inspector were removed. No rejects were found at these
locations. The following is a sunrnary of reject locations.
Level
Elevator area between garage and building: area inconplete.
Area inconplete
columns G-1, E-5, G-5r 6, 13, and 14 inside roons
colunn B-1
r30
140
150
160 l ine 20 : botton
C to G.
flanges of perimeter beams between
lines 20 to 22: tops of, all columns above
concrete encasement. Also the
inside web and botton flangesof perirneter beams.
170: line ?2: bottom flanges of perimeter beams
between C to G.
180: coverage accePted.
STFTUCTUFAL. MECHANICAL ANO MATERIALS TESTING
AKA
o72o
ALBERT KNOTT & ASSOCIATES, ]NC.
I55 SOUTH NAVA'O
oENVER. COLOBAOO 80223
(3031 696-1050
DAITY REPORT 0F: FIREPROOFTNG
LOCATION: Sirnba Run OB NO: 1878 DATE: 7-L3-82
iNSPECTOR: Dewayne Ganow REGULAR HRS: 9.5 Ot HRS:-n
CONTRACTED SERVICES: N EXTRA SERVICES: PAGE 2 OF 2
glest Wa1.ll column rejects Gz 2t 3, 7, and 9
Ilterior,! accePted
North Wall: unf,inished beams and X brace
columns It-20, D'zOo and C-20.
West, Wall: colunn reJects, G: 31 6, 7t 8 and 9
beam on G line' 6 to 7
Level. 170
North Wal.l: columns, beams, and X brdces unfj.nished
West Wallt column rejects G: 7t g, und g
beams unfinished lines 7-9
Level 180
, North Wall: columns, beamsr and.X braces unfinished
West Wall: column rejects G! 7, 9, llr and 13
I
STFUCTURAL AND MECHANICAL TESTING
f*4IIIIf
&l
lll
t,
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DETWER. COLORADO 60223
(303) 698.105O
DAILY REPORT OF: FIREPROOFING
LOCATION: Sinba Run
INSPECTOR: DeWayne Gangw
CoNTRACTED SERVICES: fXTr EXTRA
JOB NO:
RECULAR
SERVICES:
I87S DATE:
HRS: 9.5 OT
PAGE 1 OF
7-t3-82
HRS:
2
A brief inspection of fireproofl.ng coverage on steel
supporting level 130 was made. Work Ls typically Lncomplete.
Coverage on none of the column is yet acceptable. Coverage
is thin on the perimeter beam, line Bp between lines I to 2.
Coverage was inspected or reinspected on levels 140-190.
The following iterns summarize locations of rejects or unfinished
work.
Level 140
South Wall:beams unfinished
colurnn G-l south face thin
East Wall:
Interior:
coLumns B: L, 2,
;olumn rejects E:
F:
X braces accepted
3, and 4 now accepted
5, Lzlg, 1g
North Wall:
West WaII:
accepted
column rejects at G: 5,following column outside
covered and could not beG: 13, L4, 15, and
5, 13, and 14
surfaces werej.nspected:
H-15
Level 150
South Wall:
Interior:
North Wall:
column reject, B: I
column reject, E: 11
column reject, H: 20
beams and X braces, unfinished
STFIUCTUflAL ANO MECHANICAL IESTING
AKAO
ALEERT KNOTT & ASSOCIATES,INC.
rss sourH krva.p
DEI.IVER. COLORADO 80223
(3O3) 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATION: Sinba Run
INSPECTOR: Delrlayne Ganow
M
CONTMCTED SERVICES; IA EXTM
Fireproofing ttas inspected for leve1 130 of the east
building, ]tlgrk is not quite cornplete Beam coverage is
thin or bare on notch (lines 2 and 3) and on B line. Rejects
on colunns r{ere marked tiith spray paint. Tops qf sevelal
colurnns above the concrete frarre not been sprayed enough'
A sarnple of fireproofing was taken for density measurement
to be done later.
An inspection was made at the top of tlre steet connect-
ing the east building to the garage- Colunn and bean
rejects were narked r.rith paint. Spraying of this area is
inconplete.
A reinspection lras rnade in the eastern building lct'els
140 to 180. The iisc of rejects f rorn 7-13-B.l inspcct ion
,/24
JOB NO:
RECUTAR
SERVICES:
1878 DATE: .7-ZZ-82
HRS: 5.0 0T HRS:
PA6E 1 OF 1
rvas updated to reflect todaY's
Results of the insPect ion
Vanlrorne, Ilcnsel PhetPs, and I
given to him.
reinsl:ection.
rvere discussed with Bud
ists of reject Iocations tvet'c
5 TNUCIUFAL AI'/O !TECHAIJICAL TE3TITIG
AKAO {a-E
ALBERT KNOTT & ASSOCIATES, INC.
I55 SOUTH NAVAJO
DENVER. COLOHAOO 80223
(303t 698-1050
IDAILY REPORT OF: STRUCTUML
LOCATION: Sinba Run JOB NO: 1878 DATE: t-ZT-gz
INSPECTOR: Delrrayne Ganow RECULAR HRS: 6.0 OT HRS:
A/CoNTRACTED SERVTCES: /4 EXTM SERVICES: p.q,6E 1 Op I
VisuaL inspection of welding was nade on the northern
building at levels 120 and 130 beqw_een lines 1 to 6 and
A-n
Illonent connection tr'elds ruere reiected at all points -
except B-Z on- leuel 130. The reason for rejection was
insufficient r*eld. ItIelds requiring repair r'rere marked.
Exanples r,iere shown to the Ridge forenan and tlre wel<lers.
All of these rejected rvelds on level 120 were repaired
exc,ept line 6. Repairs accepted.
It/elds connecting angle cl ips to colunns per note on
detail (1/sLZ) had not been done. lttork was begun on this
itern. Top side rvelds rvere lrccepted at poincs li3, lC, irrel
4B.
.Joist to beam kickers r{ere not }'et instst tcd. .\ccc-ptccl
joisc to beam and bridg ing rvelds on level L2tJ.
Also noted that A525 bolts have been used as r'ctluLrccl .
Colrrnn bases r< Lthin this area hal'e been gloutcd.
Butl Vanhorne and Tin lilcKi,nncy', llensel l.hcIps, tvct'e
infor'rnc.d of thc inspection results.
S iqUCIU?AL ANO I'ECHAIIICAT IESTING
rffr:#f#:
A ,htloaat eypsum Dtvlsion August 10, l-982
Greai Northem Drywell Co.
Denver, Colorado
Gentlemen:
This is to certify that the following materials, which the Gold Bond Building Products Dlvision of
National Gypsum Gompany propos$ to supply tor the
Sfuoba Run
VaiL. Colorado
\4t
comply in all respects with the listed specifications.
Product
ASTM
Specilications
c-xFire-Shield G
Wallboant (FS:I{-O)
deslgns fle are fanlLiar rdth, Fire-Shleld
USO Firecode C.
Federal
Specifications
SS-L-3OD Type III Grade
G nallboard (FSH-C) is comparableIn
to
Subscribed and sworn to before me
this-day of 19-
Notary Public
Exccutivd Olfices . 2OOl Rextord Rotd . Charlotte . North C.rolin. 282, t . 7O4 3654950
Iy truly yours,
G. C. I,EIler
Nc 2822 Rev. 7-78
COLORADO TEST CENTER, INC-
155 SOTJTH NAVAJO
DElwER, COLORADO 80223
(3O3) 698-1oso
DAILY REPORT OF: STRUGTUML
LOCATION: Simba Run
INSPECTOR: Ganow
,iL.-a
JOB NO: 1878 DATE: 8126/82
REGULAR HRS: 3.5 OT HRS:
PA6E 1 OF 1
The following summaries are results of visual inspection
of the structure.
Level 130: lvloment connection welds were visually inspected
and accepted on lines 14 and 15. Beam and joist connecEions have
not been completed in this area. A weld connecting beam lug to
esrbed at C. 8-16.3 rejected and marked. Informed erection foreman.
Other welds inspected in this area were acceptable.
Level 140r At 14 B (west) beam lugs are not welded to column
per detail QlsI2). Ar 16. 5-C. 5 addirional weld on embed to beam
lug needed as reported on 8/L8/82i At stairway landing wall embeds
M.3 aligned wich landing stringers.
C0NTRACTED SERVICEST x EXTRA SERVTCES:
STRUCTURAL, MECHANICAL ANO MATERIALS TESTING
COLORADO TEST CENTER, INC.
155 SOUTH NAVAJO
OENVER. COLORADO 80223
{3O3} 698-105{'
DAILY REPORT OF: FIREPROOFING
LOCATI0N: Simba Run
INSPECTOR: D. Ganow
JoB NO: 1878 DATE: 8126/82
REGUTAR HRS: 3 OT HRS:
t
CoNTMCTED SERVICES: x EXTRA SERVICES: PAGE 1 0F 1
North Buii<iing; The following sumnarizes inspection of
fireproofing coverage up to 10 line:
Level 160: Not ready for inspecEion. Application has
just begun.
Level 150: Reject locaEions ace at columns on 10 line
and column C-6. Beams are not courpleEely covered
beEween 9 and 10 lines.
Level 140: Coverage needed on two tUbe columns on line
A, otherwise accePted.
Level 120: Coverage accePEed.
Column re jects were marked .i,ri uir Sreen painE '
EasE Buildi.ng:
Level 160: Inspected area beEween lines 20 and 22
which includes coverage on beams and cops of colua[-,s.
FireprooIing coverage is accepted here' Coverage on
stairway north of Iine 22.3 incompleEe' Fireproofing
reouired on line 20 inside Ehe building'
STRUCTURAL MECHANICAL AND MATERTALS TESTING
togY I N[L5oN. Pt.
R^Y M. 8€ED
mt&D i. Ro6cH
COLORADO TEST CENTER. INC,
116 SoJTH NAvAJo S rREr
DElwFx. CoLoR Do 8@Zl
(3qll 5E& l05o
Ez
cTC 1878-1181
August 3L, 1982
Hensel Phelps Construction Co.P. O. Box BBVai1, Colorado 81658 -0929
At.tenti.on: iv{r. Richard Maynard
RE: Simba Run Condominiurns
Gentlemen:
Enclosed are the inspection reports for work performed
on August 26,. 1982.
Very truly yours,
COLORADO TEST CENTER, INC.
RMR: mc
cc Tin McKinney
Chet Horton
Dave Houdeshell
Tim Kellan
Ray Story
briner/scott
architects
143 e rneadow dr
vaiL colorado 81657(30s) 476.3038
Orn/..-vL
October 26, L982
Mr. Chet Horton
Building Department
Town of Vail
Val-l, Colorado 81657
RE: Siroba Run Condominlums/Steamroorns
Dear Chet:
This letter is to confirm our telephone conversation today concerning
the walls and ceilings of steErmrooms R120 and R126. Wa11s and celling
will be constructed as follows:
CeLllngs
Instead of wonderboard use L" W.R. Gypsum board backed
with 4 mil visqueen vapor barrier. Lath, morter bed and
tile and insulation w111 be the sarlre as detailed Ln wall
type 6/A, sheet A40.
Wa11s
Existing stud wall- consists of 25 gauge netal studs 24"c,c.
Between each exieting stud install 20 gauge metal stud thus
making stud spacing 12"c.c. wlth a 20 gauge stud at every
other stud. Between studs instalL 3" of rigid insulation.
Install wonderboard over studs according to instaLLation
proceedure outlined ln I.C.B.O. Report No. 2444. Ceramic
tile wil-1 also be installed as outli-rred in the same report
(dry-set or latex portland cement) instead of as detailed in
wal1- type 6/A, sheet A40.
The above is my understanding of our telephone conversation concerning
the steamroom ceiling and walls. If this is not correct please let
me know.
S incerely ,
1)
)
-fr^*i/<ii^-*
Tlm Kellan
Proj ect Architect
BRINER/SCOTT ARCT1ITECTS
TK/rh
cc: Ray Story/L & M Professional Consultants
Gene Risacher/Hensel Phelps Constructioc Co.
tu
/e' 4-ge--
\
ATA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO STREET
DENVER, COLORADO 80223
(303) 698-1050
AKA 1878- 1181
l,lay 51 , I98Z
Hensel Phelps Construction Co.P. O. Box BBVai1, Colorado 81658-0929
Attention: Mr. Richard lvlaynard
RE: Simba Run Condominiurns
Gentlernen:
Enclosed is the inspection report for work perforrned
on May 26, 1982.
tu{R:nc
cc Tim lnlcKinney
Chet Horton
Dave HoudeshellTin Kellam
Ray Story
Very truly yours,
ALBERT KNOTT q ASSOCIATES, INC.
STRUCTURAL AND MECHANTCAL TESTING
I
.' f'"
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVER. COLORADO 80223
(303) 698- t050
DAILY REPORT OF: FIREPROOFING
LOCATION: Sinba Run
INSPECTOR: DeWayne Ganow
CONTMCTED SERVICES:
DATE: 5-26-92
O OT HRS:
10F I
Fireproofing thickness was inspected on beams and colunns
along the south wall (about B line) frorn points j to 11 on
levels 140, 150 and 160. The thickness on perirneter colunns
is typically rejected. The principal reason for rejecting
column fireproofing thickness is due to wall studs next to
or near the colurnns preventing conplete application of fire-
proofing. The studs also interfer with 'accurate inspection.
Fireproofing has not yet been placed on the top flanges of a
few beans to fill the void between deck and beans as requested
on 5.L9-82. Otherwise, coverage on these perimeter beans is
accepted.
Two density samples were taken, one each from levels
150 and 160.
AICA was inforned today that fireproofing thicknesses
will be neasured in the future by Bob Highland, Briner Scott
Architects' field inspector. AKA fireproofing inspection will
be confirmed to measuring the densities of MK-5 sarnples taken
at the site.
JOB N0: 1878
REGULAR HRS: 3.
EXTRA SERVTCES: K lnCn
STRUCTURAL AND MECHANICAL TESTING
-
c HIN AND ATSOCIATTS
Conrultlng Englneen
Solt and Foundatlon Englneerlng
SosoaD. rsa . GLEM OOO SPFlt{G3. COLOR OO 8ln0l
CONCRETE TESTING RSS1JLTS
/;1
Job No. z 22,802
Job Location: Simba Run \tail
Sampled BY: Field Engineer - HPCC
Locaclon: Racquetball Courts
Uix Data:
ConcreteSuppllerlMtn.MobileMixSuppller|sTicketNo.:11058TruckNo.:153
Batch gut Tloe: Tiue Casr:
PHTSIC,AI. PROPERTIES:
Unlt welght pcf A1r content ! Slurnp 6 tn'
Belght in' Dl'aneter ln' Denslty pcf
Concrete TeaPeracure oF Air Teoperature op
Date castt 7/21/82
Contraccor: Hensel-PheIPs
cyr in der
No.
Da te
Tested -Ee-TEsteADays
Compre* s lve
Strength (Psl)
1?q 8-18 2A 17RO
150 8-18 28 3800
Renarks:
Speclfled Strength: 4000 pst at - 28 days
CC: Hsnssl-phelpsBriner & Scott
JVA cuEN AND AssoctATEs' INc'
l, ti I't Professional Constrltants
, llrns Frooschlt'
---
---
,4;,8_
Crrx exo AsgoclArts
Conrultlng Englneen
Soll end Foundetlon Englneerlng
sos Ro, r'| . GLE UOOD SFnltros. colonAoo tldllt
CONCRETE TESTING RESTJLTS
Job No. z 22,802
Job Location: Simba Run' Vail
Sampled BY: Steve SPeer - HPCC
Locatiori: N. Building ltJatl 16-17
i llix Data:
II cor,"."ae supplt'er: trltn' l'tobile Mix
II Bacch Out Time:
HenseI -Phe lPs
Slunp S,
Denslty
CHEN Al.iD ASSOCIATES' rNC'
Hans F roesch l-e ----
Suppller's Tlcket No':
Tlne Cast: 10:00 am
Alt Cootent
DlaEeter
Alr TeoPerature
Date cast:
Contractor:
7/22/82
PI{YSICAL PROPERTIES:
Unit Uelght
Height
Concrete TeoPerature
Pcf
ln,ol
ln.
Pcf
I
{a
oF
Specifled Strength: 4000 P81
CC: HenseJ'-PhelPs
Briner G Scot t
JVA
L&l'l Professional Consul tants
Scrength (Psl)
Remarks:
at 28 days
I.
ii
't
In reference to the tro attached concrete test reports, we offer
the fol-lorring comlenta:
For the racquet ball courts, Ilensel Phelps used 4000 lb. concrete
for slab or grade for quicker and better set. Ihe only 4equire-
rnents lrere for 3000 1b.
For the North Buil-dlng wall L6-L7, refer to the June 10, 1982 test
reports on cylinders 109 and 110. The 28 day report was 2800 Lb.
and the 45 day break was 4260 lb. trIe do not have a cyllnder I-31
and l-32 to make a 45 day break report.
Due to past. experlence t lre tselieve the concrete wl1l exceed 4000 Ib;
The only other recourse would be core drilling a sample out of the
wal1, wtrlch we do not thlnk ls necessary at this tlme.
Should you have any questlous, pJ-ease advlse.
Very truLy yours,
co.
Bud Van llorn
Superintendent.
anr
cc: Briner Scott Architects
J. V. A., Inc.
E *X3fl.iffi*
420 Sixth A\€nue
P.O. Box O
G.eeley, Cdorado 80632-0Zl 0
(303) 3s2-6s65
August 24, 7982
L E M Professlonal Consultants, Inc.
P O Box 726
Val.l, Colorado 81657
ATTN: Ray Story
SubJect: Simba Run Condoniaiuos
Box BB
1100 N. Frontage Rd.
Vail, Colorado 81658
Gentlernen:
Performance
- =.-._
!l1x Data:
Concrece Supplter: I'ttn' trlobile l'lix
Cx:x AND AssoclAtct
Conrultlng Englneen
Soll and Foundatlon Englneerlng
5O!o AD. t9. 'GrE wOOg SFntt{GlLCOtOiaOO llS0l
CONCRETE TESTING RSSIJLTS€=.
Job No. z 22,502
(.
Job Locatlon: Sinba Rtrn Vail
Sanpled By: Field Engineer - IIPCC contractor:
Locarlonr Racquetball courti jre - Lez{( 4Do
*uh
Dace ;asl:7/7r/82
Hen se I -Phe l Ps
1/.( caxzrEtr c.-----
fl
II
ii
:
Suppller I s
Tlae CasC:
Slurap 6 ln.
Denstty Pcf
Tlcket No.; 11058 Truck No.: 155
Eatch Out Tlnel
PIfl(SICAL PROPESTIES:
Unic l,feight
Belg,bt
ConcreEe TeoPerature
Speclfied Strength:
-+-CCI g"r.rqo1-phelps
Briner & Scot t
JVA
Air Content
Diaoe t er
Air T@Peralure
Pcf
ia
oF
ln.
op
4000
cHr:li asD AssoclATES' INC'
_, -llen s l:Joe-srlt-h-, --
Strength (Pst)
Tested
l.trt'l Profe'ss iona I Ct)llstrltants
psl at days
Fh'
I'
I
,;
i
Cxrx ANo As3octAr!3
Conrulllng Englneen
Sotl and Foundailon Englneerlng
50itRo. r3a . GlE atfooo sPeucs. coronAoo ai6oi
CONCRETE TESTING REST'LTS
Job No.: 32,802
Job Location: Simba Run' Vail
Sampled BY: Steve SPcer - HPCC
Loca!lo:i: .r*. Building lrJall 16-17
Ulx Data:
Ccncrete .Suppller: lltn' trlobile l'lix
Batch Out Tlbe:
Suppller's Tlcket lio. :
Tloe Cast: 10:00 ar'
D3ce Casc:
ContracEor:
7/22/82
Hensel -PhelPs
Truck No.: 101
PHYSICAL ?ROPERIIES:
Untt Uetght
Helght
Concrete TeoPerature
Alr Content
Dlaaeter
Atr TeoPerature
Pcf
ln.or o--r
Slnop
DensltY
5L ln.
pcf
Spectfled Slrength: 4000
CC: Hensel-PhelPs
Briner 6 Scott
L 6l'l [)rof essr rlla I Colrstlltitllts cHEli A:\D ASSOCIATES. INC'
_ lltn:i Froesclt]r----.-----
-e.Tested
DaYs
-
-Cooprenslvestie!a!!-(g:,!ITylrnder
No.
Date
Tested
131 8-lg -i 630
LJZ 8-19 28 3870
Reoarkgl
pst ar __J!- daYs
a /r-L
Oakland Regional Office
The Celotex CorDoration
f*ta "l-911"'comPanv
C. B' *SkiC' Schenck, lll
Sal6s RePresentativo
Building Products Division
Tho Cltorar CorPotrtlon
6400 Stevenson Boulovard
Fr€mont. California 94538
(8OO) 227-1216
Argust 10, 1982
3406 BanYan Avenue Loveland' colotado 80537 (303) 667-6069
Mr. Bill Suinrt
Drl,r//all Material Sales
3600 East 44th Avenue
Denver, Colorado 80216
Strbject: Simba Run Project
Vail, Colorado
Ttre purpose of this letter is to cerbify that the Celot€'< WaIl-
board on ttre Subject Project is Celotex 5/8" llpe )Oo( Fi-Rok
clzpswn Sheattr-ing and, I/2" TIpe )co< Fi-Rok Wallboard, v*tich is
equal to U.S.c. Firecode 'Cu and Flhtkote Type X Super Fire Halt.
I rxrderstand thht on porEions of ttris project, where.our board
is cut for $nalI erreas, ttrere are no identifylng narkings on the
borad. Please be adlrised that our 5/8" I!"pe )OO( Fi-Rok Gypsun
Sheathing and L/2" TVpe >oo( Fi-Rok Wallboard was shipped for in-
stallati-on in these areas.
Sincerely,
(" A-J/q,../z?
C. B. Schenck fII
Celote)< Corporation
,h
P.O. Box 5001
Fremont, California
COLORADO TEST CENTEF. INC.
155 SOUTH NAVAJO
DENVER, COLOFADO 80223
(303) 698-r0so
DAILY REPORT OF: ONSITE
LOCATION: Sinba Run
INSPECTOR: DeltlaYne Ganow
CoNTRACTED SERVTCES: {/\EXrnt
9) At bean to waIl embed connections on line 10,
detaiL {3/511) specifies 1/4" fiLl.et weld on thevertical side only of the angle 1ugs. The angles
have been weLded top and botton as well asvertical sides to the enbed. This condition was
reported to Tim lrlcKinney. After phoning the
engineer, he stated the condition is acceptable.
Level 140
10) Visually inspected noment connections betweenlines.4 to 10 and A to D. Rejected welds
narked at C-6, B-7, and C-9. Unfinished welds
observed at D-5, 8-6, D-8,.and C-9. Other
welds are accepted.
JOB NO: 1878 DATE: 7'30'82
REGULAR HRS: 5.0 OT HRS:
20F2SERVICES: PAGE
STRUCTURAL, MECHANICAL AND MATERIALS TESTING
I
AKA F
ALBERT KNOTT & ASSOCIATES. INC.
155 SOUTH NAVAJO
oErwER. COLORADO 80223
(303) 698-105O
DAILY REPORT OF: FIREPROOFING
LOCATION: AKA
INSPECTOR: Dellaynb Ganow
t 1;6nI
I
ii'
q"
CONTMCTED SERVICES: X EXTR,\--r--
DENSITIES
JOB NO:
REGULAR
SERVICES:
1878 DATE: 7-23-gZ
HRS: 1.0 Ot HRS:
PAGE 1 OF 1
Densities of sanples taken fron level 130 have been
neasured at the AI(A shop. These densities exceed the UL
requirernents for I!tK-5' which are 17 pcf ninimun average
density or 15 pcf nininum individual density.
Level 130, sanPle 1: 19.4 Pcf
sample 2: 19.3 Pcf
These results complete sampling for density of
fireproofing at the east building. All density measurements
have exceeded UL requirenents. Refer to rePort dated
6-r8-82.
!
I
slqucnjPAL Ai.io,.r gcF i:'llcAL rESn:rc
DATE
r'
.*: !
IN CTION REOUEST
TOWN OF VAIL
t
i,,r.- l- r'.*
(- *o-
JOB NAME
CALLER
INSPECTION:MON TUES WED THUR PMAMREADY FOR
LOCATION:l) .'
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEERu PLYWooD NAtLtNG t] GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
tr tr
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
q. RoUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
E FfNAL tr FINAL
}.APPROVED tr DISAPPROVED E REINSPECTION REQUIRED
CORRECTIONS:
DATE
V'
i,
:r
,
j
o
l3
,6e
Cx:x AND AssoctAT
Conrultlng Englneerr
Soll and Foundatlon Englneerlng
5O8O FD.lsa . GLENWOOD SPB|I{GS. COLOFAOO 8l50l
TESTING REST'LTS
Job
Job
CONCRETE
No.: 22,802
Locatlon: Simba Run, Vail
Date Cast:6/2e/82
Hensel -PhelPs
L0729 Truck No.: 155
Cont rac tor :Sarnpled By:
Locat lon :
llix Data:
Concrele SuPPlier: Mtn'
Batch Out TiEe:
PEYSICAI PROPERTIES:
Unlt l{elght
Helght
Concrete TenPerature
Speclfled SErength:
CC: Hensel-PhelPs
Briner 6 Scott
JVA
L6l*l Professional
Contractor
N. Building, 15-L7 Line between A & D
Mobile l'lix
4 000
q
in.orln.
oF
Suppllerrs Tlcket No- l
Ti.me Cast:
Air Content
Dlaaeter
Alr TemPerature
slunp 71 h.
Denslty Pcf
CHEN AND ASSOCIATES, INC.
Hans Froeschl e
ress l've
Strength (psi)
Remarks:
ConsuI t ant s
psl at 28 days
'N#CTION REQUEST
TOWN OF VAIL
DATE
READY FOR INSPECTION:
JOB NAME
MON
'OALLER
TUES
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATERtr FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
r] INSULATION tr POOL / H.TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED E REINSPECTION BEQUIRED
DATE INSPECTOR
th. Pdnbry'lan
7
t'l-"
, ''t "rrustcnoN REeuEsr
TOWN OF VAIL
JOB NAME
MON
DATE
READY FOR INSPECTION:TUES WED THUR FRI AM PM
LOCATION:
t
I
BUILDING:
T] FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r.1 ROOF & SHEER" PLYWOOD NAILING O GAS PIPING
tr INSULATION E POOL/ H. TUB
tr SHEETROCK NAIL o
o tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
I] HEATING
tr ROUGH D EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
.I E APPROVED T] DISAPPROVED tr REINSPECTION REQUIRED
i
I " C.Oesg61
.., . ?-"t! .i.i:1 ,i;. :,i .-.. . .' .- .'_,,. / r - .:,.r-. ./, ;;.. .,.." . .;. ..:2 .i
DATE INSPECTOR
ot
a--c€xrx *ru0 AsgociArt
Co;sultlng Snglnecr-
So!l and ForrndEllon Englneerlng
5O8O nD. l5r . GLENWOOO SFRTNGS. CCLORAOO 8l60t
tlrt.'iC,\,ETE'l'i'.ST1:iC RISI'l-TS
Job No. : 221802
,I crt' L..c.it ion: S imba Ru't
Sarp: c.l 3r': Contractor
i.().;ti.n.' East s.ide of parking roof
lrtc Crst z 6/22/82
ta.: - 1..F-l.r.l.r !.r Ld.
Concrete Su;p1ier: I,bunbajjl t4cbjLe Mix Suppiier'-. licket .'i.r.: 10589 iruck lio' r 97
Batch Juc Ti;e: ;ine casi:
Pi:.iSiC;I PF.CIES.. i :S :
Lni.t wei:hi. F.: A j: Co:lteli" li S1u::i 6-3/4 in'
r':.: ^r-. i::. Jlat:.eter i::' Densitl' Pcf
.:e:5.. >
aan^r.-r' Tr':npi:--|r,rf' 'F Lif Te::pe:':tu:e
Cv I in der
No.?es:eC
Age Tes red
Da]'s
Cc)rxPressive
Strength (psi)
113 7 /2A/82 28 3I50
114 7 /20/82 28 3090
Rerark.s:
specified srrcngth: - 3000
- Psi at
-
28
- cays
CC: tiensel Phelps
Briner & Scott
JvA
L&M Professicrrar cqrsultants cltEN "\\D ASsoclATEs' llt(l'
Ibns Froeschle
o
Fq
,5a,
e*:x *.rur Assoct.a.?
Con:ulllng Englncers
So!! *nd Foundeiian Eng!rroerlng
scs0Fo.rsr. GIEN$OcO SPRINGS, COLCRADO !l6Ct
CONC}i}:TE TESTIIiG RESILTS
.i .: i.
,r-o.: 22r802
L.r.':rt i.)r'l : Sinba Rurt
S.r:iii r B1': Ccntractor
l-.riii ^.-'il walls A & B liItes
coluins 7-10
,l^-\ !J Lli .
Cor',. ru r u s.rppl ier: t"lou-ltajn l4cbile
i;atch 0ut l-inc:
PH\SiC.{L ii0i']:,i.i !S :
Da!e Cast:.6/22/82
iontracs,rr : Hensel PhelPs
Dens i tr'
l{ix Suppii.er's Ticket \o. r 10511
li:.e Casr:
1i- a -.t-tanr
Aj.r Ter:t erat ure
r_--'. l'^r ^'^-l,ltJeL ^€-.:,IL
Conc ::ct e Telpclatu:-t:
Speclfied S rrenq t h:4000
ltan ca I Plro] rs
Briner & Scott
J\A
LdtI i,r:of essioraf Co:rsultants
Or
5Z Lr. .
rcf
cHal{ .r:}:I AssoclA'i ES. ilic.
I lans Froeschle
onpress ive
StrenAth. (psi)
't /20/82
Rerr.atks:
le lesce
28 d ays
g,AlE {- .,r tt', E--e;--, JOB NAME
CTION REQUEST
TOWN OF VAIL
.CAtLER
TUES WED PMAM
(4
FRTHURREADY FOR
LOCATION:
INSPECTION:MON
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
PLUMBINGT
_ tr UNDERGROUND
- tr ROUGH/D.W.V.
- tr ROUGH/WATER
_ O GAS PIPING
- I] POOL / H. TUB
-tr
_tr
- tr FINAL
MECHANIGAL:
- tr HEATING
-
- tr EXHAUST HOODS
- tr SUPPLY AIR
-
tr FINAL
tr
tr
tr
tr
tr
tr
FRAMING
ROOF & SHEER
PLYWOOD NAILING
INSULATION
SHEETROCK NAIL
FINAL
ELECTRICAL:
tr TEMP. POWER
tr ROUGH
tr CONDUIT
tr B
tr FINAL
EI APPROVED
-OOfrRECTTONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
z{
--',:€--
DATE INSPECTOR
brinerzscott
architects
143 e meadow dr.
vail. cohrado 8165/(303) 476.3038
trA
June ll,.|982
Mr. Chet Horton
T.0.V. Bu'i1d'ing Department
75 S. Frontage Rd. WestVail, C0 8.|657
RE: Simba Run/Smoke Actuated Door Closers
Dear Chet:
For my records, I am writing this letter to confirm a telephone
conversation I had with you on June I, 1982 on the above refer-
enced subject. l,le discussed the use of fusib'l e links at Doors
E223, E227, E432 and E527, which you approved as be'ing acceptable.
The next day, I had a meeting with Dick Duran, T.0.V. Fire Chief,
who indicated his requirement that the closers be smoke actuated
(see copy of letter to Mr. Duran). That is the approach we intend
to take. P'lease let us know if this does not meet with your
approvai, as we are now investigat'ing the cost impact of the
cl osers.
S i ncerely,
Tim Kel I am
Project Architect
TK/PO
cc: Tim McKinney
Ray Story 4.-zzr,&4rt1
eaf- ry%a<?
-9
,*#"toN REeuEsr
TOWN OF VAIL
DATE
INSPECTION:
JOB NAME
MON TUES WED THUR FBI AM PMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUTTIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
,-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL i H, TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED tr DISAPPROVED tr REINSPECTION BEOUIRED
DATE INSPECTOR
.r4
June 9, l9B2
briner/scott
architects
143 e rneadow dr:
vail colorado 81657(3o3) 476.3038 Mr. Dick Duran
Chief, T.0.V. Fire DepartmentVail, C0 81657
RE: Simba Run/Smoke Actuated Door Closers
Dear Dick:
For my records, I am writ'ing this letter to confirm a decision
we made at a meeting we had at your office on June 2, 1982.
As you know, the owner has requested that we consider hav'i ng
certain doors held open during normal use (you and I discussed
doors E223, E227, E432 and E5Z7 at stair #3. The owner has
since added doors E208, E234, E43l and E526). Your preference
was that these doors should have smoke actuated door c'l osers
instead of fusible links, as I suggested. We will thus pursue
the smoke actuated door closers with the owner and when a
decisjon has been reached, we will inform you (please note that
we were only asking for prefiminary approval, since the cost
impact may determine whether or not such a device is ever used.
The owner may dec'ide to leave the doors closed).
Si ncerely,
1-- K.fU---
Tim Kellam
Project Architect
TK/po
cc: Ray Story
Tim McKinney
Chet Horton
3 ?aF /3L
o €-g-
ATA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO STREET
DENVER, COLORAOO 80223
(303) 6981050
AKA 1878-1181
June 7, 1982
Hensel Phelps Construction Co.
P. 0. Box BBVail, Colorado 81658-0929
Attention: Mr. Richard Maynard
RE: Sinba Run Condominiums
Gentlenen:
Enclosed are the inspection reports for work performed
on June 1 and 3, 1982.
Very truly yours,
ALBERT KNOTT & ASSOCIATES, INC.
RMR: mc
cc Tim lvlcKinney
Chet Horton
Dave tloudeshel lTin Ke11an
Ray Story
/
STRUCTURAL AND MECHANICAL TESTING
C0NTRACTED SERVTCTS: x EXTRA SERVTCES:-PAGE I OF 1
Densities of two fireproofing samples taken from Sinba Run,
in Vai1, have been measured at the AKA shop. These densities
exceed UL requirenents for minimurn density for IIIK-S of 15 pcf .
The UL requirements for average density is 17 pcf minimun.
When additional sarnples are taken frorn each area, an average
wi11 be caLculated.
Level 160, Sanple 1: 2a.4 pcf
Level 150, Sample 1: 21 .3 pcf
STRUCTUBAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES. INC.
155 SOUTH NAVAJO
DENVER, COLORAOO 80223
(303) 698-1050
DAiLY REPORT OF: FIREPROOFING DENSITIES
LOCATION: AI(A Shop JOB NO: 1878 DATE: 6-7-82
INSPECTOR: Delltayne Ganow REGULAR HRS:1.0 OT HRS:
AKA
ALBERT KNOTT & ASS9C|ATES, tNC.
155 SOUTH NAVAJO
D€NVER, COLOBADO 80223
(303) 698-10s0
DAILY REPORT OF: FIREPRooFING
LOCATION: Sirnba Run JOB NO: 1879 DATE: 6-3-g2
INSPECTOR: DeWayne Ganow REGULAR HRS: 1.0 OT HRS:
CoNTMCTED SERVICET, K ,xTM SERVTCES: PAGE 1 OF 1
l-
Fireproofing sanples were taken frorn the site for d.ensity
rneasurements to be done later at the AKA shop. Samples were
taken from colunns beneath levels 140, 170' and 180.
STRUCTURAL AND MECHANICAL TESTING
-).
|?
' t.
DATE
.i"
,/' (^; '-:/-.. _ -t - .{ a_"
t
'N#CTION REQUEST
TOWN OF VAIL
INSPECTION:
JOB NAME
MON WED THUR FRI PMAMTUESREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUItIBING:
tr UNDERGROUND
tr BOUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING E] ROUGH / WATER
,- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
tr tr
T] FINAL tr FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
GI APPROVED
€oftfiecrroN$
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTORDATE
[F trlrry'vsll
a4
DATE L.. t-.F z-..
CTION REOUEST
TOWN OF VAIL
JOB NAME
MON
€t++E8
TUESREADY FOR
LOCATION:
INSPECTION:
BUILDING:
tr FOOTINGS / STEEL
PLUIIBING:
tr UNDERGROUND
T] ROUGH / D,W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
-, ROOF & SHEER" PLYWooD NA|LING tr GAS PIPING
tr INSULATION
tr SHEETROCK NAIL
- tr POOL/ H. TUB -n_
_n_
tr FINAL
MEGHANIGAL:
- tr HEATING
-- tr EXHAUST HOODS
tr SUPPLY AIR
-
tr
u FINAL
ELECTRIGAL:
tr TEMP. POWER
tr ROUGH
tr CONDUIT
E
tr
tr
FINAL tr FINAL
F APPROVED DISAPPROVED tr REINSPECTION REQUIRED
Af,A
ALBEBT KNOTT & ASSOCIATES. INC.
155 SOUTH NAVAJO STREET
DENVER, COLORADO 80223
(303) 698-1050
AKA 1878-1181
May 28, 1982
Town of VailBuilding DepartmentP.0. Box 100Vai1, Colorado 81657
Atten l ion : i,lr . Steven Patterson
RE: Fireproofing Inspection,
Sinba .Run Condominiurns
Gentlemen:
. Aftet ry.I 26,,L982, fireproofing thickness inspection willbe performed by Bob Highland,- field Inspector for Biiner ScottArchitects. AKA fireproofing inspection will be confined todeternination of the density-of sirnples taken fron the site.Please refer to the letter fron Richard llaynard, project lulana-ger, Hensel Phelps Construction Conpany, dated May ZS, L}BZ.
Regarding density neasurements, U.B.C. Standard 43-8 re-quires the sanple area be defined by a tenplate, and that thick-nesses be measured in the fiel-d. This is an inherentlv inac-curate method, particularly since samples often break when cutand transported. The AKA method is to oven dry a rough cut sam-ple first. The sanple is cut into a rectangulbr prisi. Eightlinear measurements and nine thickness rneasurenents are thenmade to determine volume, exceeding U.B.C. requirements. Afterweighing, an accurate density is calculated. -AKA reconnends thisapproach.
If you have any questions, please call
Very truly yours,
A-., .r' A4o<) Z ft/a,-7'z /c/a"e/
uel{ayne barow
Approved by,
DG:nc
enc.
STRUCTURAL AND MECHANICAL TESTING
@ H*TL*?Ht
P.O. Box O
420 Sixth Avonu€
Greeley, Colorado g)634
(303) 352-6565
ltay 25, 1982
Town of Vatl
Building Department
Vai1, Colorado 8L657
- ATf{ t- r : r &F-ye*-Pe_t_!!ra9!!ri
Subject: Sinba Run Condominiume
Box BB
1100 N, Frontage Rd.
Vall, Colorado 81658
Fireproof ing Inspections
Gentlemen:
on l,lay 19, 1981, Chet Horton of the Town of Vall Building
Departoent met with De Wayne Ganow of AKA to review fireprooflng
inspection requirements and procedures on Slmba Run. In the
discuesLous with De Wayne Ganow eud Chet Horton' it became
apparent that no agency is certlfied per se to lnspect
flreprooflng.
Hensel Phe1ps Constructl.on Co. hereby submi.ts to the Tom of Vall
Bulldlng Department for approval the fireproofing insPectlon
procedures in accotdance ntth U. B. C. Standard 43-8.
BrLner Scott Architect I s f l-eld inspeetor, Bob Highl.and, wl--L 1
perform thickness inspections in accordance with U' B. C.
Standard 43-8, Sections 43.802 and 43.803. Written certification
that thickness meets or exceeds the requlred will be provided to
the Town of Vall foll.owing each inspection.
In additl-on, AKA consultant De Wayne Ganow will perforn deneiEy
testing in accordance with U. B. C, Standard 43-8, Section 43.804.
WrltEen certificatl.on that density meets or exceeds the required
will be provided to the Town of Vail following each inspection.
<4tl[4.ct/*fr'' h
-.-, /
/roit rt //,'rt //r
/
{2i,..,4. /fr znn", 24..€y'
I
Ferformance
,/' ,/ r -1:7U,/ { 7t / "{ fT'/.2 +_"- {,4 - FZ_.
!
' Buildtng Department
May 25, 1982
Page 2
PLeaee advise if the above proceduree meet wlth your approval' and the lntent of U. B. C. Standard 43-8 no lster than 12:00 p.u.
Ttruraday, ttlay 27, L982.
Very trul.y youra ,
HENSEL PHELPS CONSI3,UCTION CO.
-&rlattd { Wa't-tqt{ &^*)
/Rlchard P. Maynard
Project Manager
cc: Briner Scott Archltects
L & M ProfeesionaL Consultante, Inc.
., t +.i.-r>. r:9.'ir1 l,. :
@\|
ID
mc'{oz
1alliilat
i ni ii ai lra;
i;3i;ii iEii
E*lEiiiliii
5l
=l3l
trl
:l
q
3
.:
o;;
-3
:J .-'
6a
t/
63
.i=
4., =
3
o
c
IEaaiiiili
li ti r;n1r ci7i:E'Ii=i:
E*E i+€1E
rEii ;1?it;i sF. a:;t *
?esiAiii
ie*giiii
E € 9E -.F."eia*i
'.r 4 a g'<i-Eocr
I =q'a;=.n - tt n<.o=oSier
E e.a*
-' :t =' :i--.r a 3
9E €A=--':!E;.i
;?2a6'.-X I:;iz
='*- lF
; 4.:5gxli
--q-r=a:!a n =.=a95 i'a'q 0a
Z =72: ==. Ig.ra*
d=e *rgr+
iiE;iiaF *{
+iiF 1;ir a3
iaiiEEil?i
iiil;:iAtg
+?+5 :ii+: n
*!i; €iiei
?iai jiiei
ilil ;=i ?"=Ei: irl a; -.-n ;i? =e t*a; iXi ?
o
CI
oo
@gN
=
Brc3z
+l6
co
F
@
ho-{
zc'
tE'
U,
' a
;=-7?''?::li??:t{?i:+'=1?:1;z;z::r= i]:;ai:27' . -. . :
:11;t?'?.ii;?;, iEEa iii lZi;=
i71?z= ?=ti1?!? +|1F! iae i?TZi
+z ii:i ?r -1Zi re ;EFL+; =:'z:=
!t7t+i ?ii1lili :FEE:: TiI??
iilit ?l?atl\? il+FEEt li=ii
: iE il t=E=:tE i i llFF ' i !;?ii
?+t*z\z;V* IiFFE i ??i-iFiiil-izlil:: iiiEli t 'uz',,z
"ai: *?l+EE ? l"Fli E iEii;
irF I.
"i7=i=:'^.=::
.!'a:: t - : - I f:1 a>,,,,,.,, =1:.i
'- -E : :.ii 6t *i , =E'Lz:.,! ; : c .l.=6r - -.a
= =. 1f 3a
e-i'iE;3
t"z-/,a3c-
=.. a e ' = t; .l'*i+i E = = d l,xet + 3 - ; 9 xl-rai.'i-=7== -';
=7i';! ;7
7- _- -: I
6tt a=-. :
:-:!_i:*
--F
=-a'nE=
=;.-==-":EiolC?h:
0aoa,
ing Off icials
OO
International Conference of Build
ReportNo.1578
Octobcn 1979RESEARCH COMMITTEE REPORT
MONOKOTE TYPES MIG.{ AND MK.s FIR}:PR(X)FIN(;
ZONOLTTE CONSTRUCTION PR0I'UC:T!; DIVISI0N
W. R. GRACE & CO
25OO SOUTH GARNSEY STREET
SANTA ANA, CALIFORNIA 927fl
sotmtwF^sT vERMtcut,tTE c{r
POST OFnCE EoX 628t
ALBU(rr rEnQUE. r{E$t MEXICO l?lot
I SubJect: Monokolc MK-4 and MKI Fircprn)ling.
writcn ktnratorics Inc. classi{ication markinS.
Itt. Dddcncc Submlttcd: Thc rcsults of lirc'cndurancc lcslt lfe
submitlcd.
Flndlng!
lv. Flndlnrss Thrt th. Monokorr Typcs [lK'4 rnd MK'3 Fl!r'
oroollnr e: lirnufraurtd by thc llrtr{ comPlnlcs ls rn-rla.rnrla
inrtho'd of tl]! Droaccllon for tlccl bcrm. column rnd noot con'
structlon to thrt spcclflcd In thc Unltorm Bulldlng Codc, 3ubJtcl lo
thc foltorrln3 condltlons:
t. Mstcrlals ert rppllcd |! rct forth ln thls rcport.
\
I
ll. Dcscrlptlon: Gmcrrl: MK-4 and lt{K-S dirccl-trt-rtcel firePrftif-
rnt materials arc mill-mircd ccmentitious matenals u hich are machinc
ao-olierl to lire nrotcct stecl struclural ftaming mcmhers and ctscl lllrlr rrr
riofscctr,rns thc matcria ls differ in thcit erirt c-,rmF'siti rnc. which ars '--
^.-of d.FtoFnetarl naturc. Bolh formulatiitn!-atl.ttcc of a'.b!:\lg! lihcrs. .-.* '--'i MK-5 iv i|ppliiahlet('all-lrprriirfirrir\1rur.'ri+n"(k',.ttit|4.Liclhir rr-flat: -..-.' :
MK 4 ri Jnnl|(Jhtc tl, dll lvorss ol lr'lrstructlon clccDl lur appli!allutr k)
cellular rtetl floot or ro6f scctions having flat bbtom irlatcs. Bnth
pnducts have Class I flame-sprcad ratingr.
APpltcetlon: Thc matcrial is supplictl in b.rgr anr.l rs trrtrcd *ilh
approiimately rtx gallons of water ;rr l5 Frnrd5 rtf rnatcrtri. lt hrs
sciting characteristiis and must hc applicd pftrm^ilr rl lcr nrrxing. Clcan
cquiprncnl must be 'rrcd.
Thc materi:! is mixerl in a plastcr. nrircr and thcn m&-hinc rpplicd -thr0ugh u nozzle. wilh alr prcs(urc and rrrluntc udjustcd irr Pr(tvtde thc
pm6i rprry pattcm. The matenal ts upplic<l in one ctr.rt, douhling back
wtin rhd thickncst rs to cxceed I rnch. Thc 'r ct dc nrrt \ .rl the mrlciral ilr
apnlied throuth lhc nozzle rangcs ftom {8 to ru Dounds pcr cubrc f(rtt.'flic in-place ilcnsity rcquircd is approrrmatelr' 1.1-r 5'ou-nds pcr squltc
lq't rx'r inch of thickness. This mav bc verifred bs rcmo\inq I seuar('
frlot ;f marcrial and determining thi densrty after-oven drsr;g to con.
rtant q'e ifht. Stcc! rurl'accs rr hich arc to he nr(rtc(lc(l murt bc clcln anrl
tlrv antl firc tronr du\1. (tilor anv (rthcr,,uhllanccr *hreh urru rrrcvcnl
g.r,ttnr11"11,,,t Srccl h.:rrrr* unrl e 'h.rhill:!_E]Illglgl::!.1,:.lllfji!!g!_ L/
ldenlitlcttion: Th('- ntirtcnxl ir fur,ni.hcd in tragr hcl:rng ln trndct.
- 2. Firt-reslstlv€ rrtlnSs for slructur&l sleel columDs lra coo'- ..-itnrenr on Drolectl;n for rhc llnproollnS mrtrrlrl from thc- ii#ilo e m'lntmum hGlghl ofgt lcist t fect wllh rn rpprovcd
- : -- -- . siri'frcln8 mrtcrlal lo rrnid drnric Inmr arrlng -r:hlc-1!3-.-;;
'th? hlndllnt of m*chrndl* or othcr tncrB.
3. Thc flrtormflng mst.rlrl lt not pcrrnltt.d rt ccllln8 hclShls
hss thsi ll fc?t abovG lh? tl@r.
.1. Thr mlnimum flrtpmollng rnd concrtt. thlchnerscs comPly
nllh Tbbl€r Nos. I ihrough lll'
5, Concretc lhlckncss.s lPply to clther rsSulrr mlSht or ll3hl'
$'righl concr.lc.
- 6. -T'-ht lhlckncses spctlllcd lre rv?rigr thlclnctscr- In Inchcr '
: ,i lnch, Thc rlceptancc o( mt&surcmcnlr ilab r mlnut
ttrlersncc pnrter the'n 7r Inch shall noa br pcrrnlttcd. MGr'
suremrnlirrcrlcr thsn % lnch rbort thc rtquhtd shrll not
bc uscd to detcrmlne the thlckncss averagc.
?. Monokot TVD. [fK-S can br urcd qllh th? FCI menurl'' ;'ll".ion loiFlrc Rtslstence of Prccart Prcstressed Con'
trite,flgs Rcornlzed ln Rescarch Rcport No.3264.
t. Spccial Inspcctlon ls requlrtd 8s tca forth ln Sectlon JOs (rl of
thr c(d(',
This reporl is subjecl ao annusl rc'exrminsllon.
TABLE NO. I - COLUMNS
(Thlcknc!r In Inchr!)
TABLE HO. II - STEEL BEAHS'
(Thlckncls In Inchcsl
a-xR.!Hn.,-Hn.r-Hn.
Strur.lurel \tecl c.)lumni havllr! ! sccllon
rmallcr lhan Wl{r1:8 $ith Tvp MK.4 ot 5
l-rrcproofing lpplrcd directll to $cb and
ll:rIr,:\t..I L.
Strrrctu.al (lcrl c()lunrns having a sccttoo
c{r.rl r() or !.crtcr lhao a Wl4tlll'i column
*irh Ilf lvlK-J rv 5 tjrrcpr(rrlinS npplrcd
(hrectl! I I thc *ch and lltng(\
TYP€ oF collstFucno{ l.-xF I}Hn i2'HR ;t'}tR
l,".iri .,'',. t,r,rt-'ru ,i'n-*i r ,' i,..f--f
Jr:lrne *rrh l:'olcr'nr'rctc,,*crtotllutc\, | | |Mk.l or < i I i rh.r(), < | I i ,l I
rdr Riistrrtn.J | | I . | '_ I ', j
thr l'nrc\ttirncd I f I lL. | . | "i I--;--=i--.-t-,.- .1_-,1 Prgr I ol 2
Page 2 ol 2 Raport No. 1578
t llutcrl ,,r rrllul:rr \rcrl J(.!lrnf (ll.rt
Platc drr*rrl wrlh rndr'ntarrrtnr for corn'
Fxrr'rtt ricrrln rtrlh lrrnrmunl :!--rnih
concr(.le \l!h
I l:lutc rlcprh 1'minrmum
L l.lctal thrr,tncss -nlrnr|lrrrn firufqa llutcd ll tlSO
b Cclluls l(Y2(l lttsc
I T"f'c,rf pnrtluet- DC li
! NIK s All'tcck\
h lrlK J Flrrtsrl ctc( l\ ,\nlv
.l ftrclr(x)li|l8thr([nes\
e T{}F i)f llul.
b llltkrm ol f'lulc
c ('cllrrlat
flutcd or ccllular \tcel dcckrnt (llal
plalc drlvn) \{llh indantatiors for com-
Frsrte dcsrl:n wrth nrinrmun l-inch
cr|o(r(tc rlab.
I Flul$ l" or l 'dcpth
: Nte?al ihickncsF- minimums
:r ljlutcd ?l MSC
t, Ccllular !lYllt MSC
L TIJI of pr<duct- MK 5.1 Frrcpr<xrfing thickncss'
a Top of flutc
b lJotkrm of flutc
c Ccllular
TABLE NO, III - FLOOR & ROOF SYSTEUS](Thlclnr.r h Inchrrl
wPE Of COnStnucno|.
TABLE t{O. lll-fLOOR & ROOF SYSTEIIS ' (Contlnucd)
ffhlckn .. In Inchcr,
rYPE OF COXSInUCnO a-lln,!hn.l+ti.rfln.
e. CcllularI TVpc rrf p(xlucl- MK-5
Elcqtricrl rnscrt'
I Thickness of lUK.5 fircproofinS
whc]R concrBt€ not rcmovcd from
dccl tallrys and Inrcrl! on loPo '
a. Wrth rcgular $cr8ht cr)nctelc
topping on dccl
b. wirh lighrwerghl concretc top-
frng on dcct
: Thickncss of liEproollng ghcrc no
concretc rn vrllcys bclwccn cclls un.
r.lcr rnsen which JEnctra{cs sidc ol
rlccl ccll.'
a. with rsSular \rcight concrctc
toppin8 on dr{l.
b. Wi(h iightweiShr concrctc top.
ping on dcct.
.l Thrckncss of fircprrooling whcrc no
concGtc is in vallcys undcr insctts
and inscns pcnclralc sides of dccl
cclls and inscfls contsin intemrl
modilicarrons.
a. With rcgular wcight concrctc on
dccl.
b. With lightweight concrctc on
dcck.
Concrcte
l. hn-joi5ts-Poured-in-placc con-
struction (2h-inch minimum thich-
ness *ith marimum 3O-inch span
llcl$tcn .IrrsIs ) Onc-inch concrclc
c()Ycf l('r J0ist talnlorccmcnl.
a. TYpe of prqJuct-MK-5
b. Fircproofing thictncrs (slrb
sofnt).
D
E.
2h
Vt
lth
lVt
lVl
tv.
h
h
ln
h
,h
1A
I
tl
h
,l
Va
1/t
I
l.
v.
I i,r
l14
h
tl
( 'lltnch hcadsr thh:tncssi
I RcFullt
.r 'li'|,'l lhrte
i h ll({t0rn !,1 tlulc
I c ('cllul.1t
| "! B.tl.rnlcrr'
I a T,\t t|l tlurc
i h lt,'lk,rn,'l lllrlr
"1
ti
tt
,|h
h
|4
I
t
I
F
lr't
-_--
Footnotcr tor Tablar Nos. ll and lll:
'lt!llctl.'|l]'|(h.|.\.|{httlnr.,ntJ:'||n(l(\1tt(1'n!r.|c.n!|l|n|f|umtqulvalcnl(l)ncFks|Jhthtr|N'1so|.]|il|nth.\tna}hcUd,
h-Lrl,rfi.d ,m thr plJt(
'liu numral {'trjhr ccrrcrtr.. t*o.lx|Utr th'cbcsr ma} h. rcdu!:cd kr li inch lrxl ona-hoil' thrcln.3i m.t b. ttduc.d lo % inch.
'M.tjl thr \oc.\ h'r h,tr.,r,rlr\\ lrr.fuh lr.rlc( t rtnntnrurn;
lluEd :.: IIS(;
( (lluhr.lr| lr! ltls(;
In.dlrtrxt. th' llJt pLl. (f..tlirhr unrtt !nttrl
.jranrclcrN'':r|'|\(;8'|fJn|/et!\tcG|d,f'.studsl.,tr|n.i,"\Ps'b||c|tuth.o9dh.mrr||ntln|2J6u
h.r}'*nhhu|nnth::lm|€\h.t9tnn'wt.nd24|m|ksh.|v,,.enrlud\Fo.thGc.h!rp.olcction.6.rndl.n{lhshaI|bc2|^it.cl!k'n8,
t\' l'r ltr h..l.ttF
'l lnu\.d cl.lrrx al In$fli Inu\t h( ILlcd rrth r mtturJ $.(r hh*l aft, lrvcrcrr erth Colr.ftte oa qnd.clttrnl gtot t.
'!:Ldr( ll tn\tir Sl',. tnl k'r unr\.d 1r${
llr: lr r*r\a J'(\lh'n .\(trri In\frtr r lnfin <retcd nr,'rc than onc rn.n h I I qU|rC tcat
.l.'|6't'rcd|n\.rls\lir.|f|.,hd|lxn.rnl[cth|nr$(tn5c.t|n.r.h7t4v.p.rc|.c|t{f|oo'r,c|w|f.xt|.1s|hJnf
Tl.nlr|rntf.|l|r|l'..nint|h't}r\\torr|lF!*ttn$nrsh.lth.st'.|t3dth€.ntt*
hirr,fl., s'dh,.1 :l rnr rF\
E4t
brineriscott
architects
143 e. meadow dr
vail. colorado 81657(303) 476.3038
ttay 25 , 1982
Tim Mck inney
Hensel Phe lps Construction Co.
P0 Box B.B.
Vail, Colorado 81651
Re: Simba Run/ Unit Stairs adjacent to 4 hour Wall
Dear T im:
Because it was necessary to make the wall thicker @ grid l5 to accomodate
concrete block passing by steel beams, the unit stair widths @ units 1207
and l5l5 were subsequently narrowed. As originally designed, the clear
dimension at the lower flight of stairs was 2'-7*". With the above change,
the clear dimension at the lower flight would be 2r-6r*t', still above the
minimum required width of 2'-5" (see sect ion 3305 (b) of the 1979 uniform
Building Code). Please note that the upper flight would rema in the same
(2"-9tt rough, 2'-8" clear.)
Sincerely,
T,*-(il|, '_-_*
Tim Kel lam
Project Arch itect
cc: Ray S toryruo.r L- t - r-L.-
o /-21fir
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO STREET
DENVER, @LORADO 80223
(303) 698.1qr0'
AKA 1878-1181
|tay 24, 1982
Hensel Phelps Construction Co.P. O. Box BBVail, Colorado 81658-0929
Attention: I'lr. Richard itaynard
RE: Sinba Run Condoniniums
Gentlemen:
Enclosed is the fireproofing inspection report for workperforned on l"lay 19, 1982.
Very truly yours,
ALBERT KNOTT 6 ASSOCIATES, INC.
RMR:nc
cc Tin McKinney
Chet tlorton
Dave Houdeshell
Tim Kellarn
Ray Story
STRUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES. INC.
155 SOUTH NAVAJO
DENV€B. COLOFADO 80223
(303) 698-105O
DAILY REPORT OF: FIREPROOFING
TOCATION: Sinba Run JOB N0: 18Zg DATE:5-19-82
INSPECTOR: Del{ayne Ganow, REGULAR HRS: 6.0 OT HRS:
CONTMCTED SERVICES: M EXTM SERVICES: PAGE L oF 2
The first inspection of application and thickness of MK-5
fireproofing was nade at the site. At this tine nost of the
material sprayed is along the east waLl at the s'outh end. The
fireproofing was too wet to take sarnpLes for density neasure-
ments. This will be done at a later date. ResuLts of the thick-
ness inspection are:
1) At levels 130, 140, 150 and 160, the pernieter bean and colunn
coverage is accepted in the building wa11 recess bounded by
lines 2, B to E, lines E, 2 to 3, and by lines S, E to B with
the provision that more fireproofing is sprayed on the top sur-
faces of the upper bean flanges. This nay be done from the in-
side of the building so that placement of exterior wal1 is
possible here. with the sane provision coverage on the perirneter
beams on line B for 3 to 5 is accepted at 1eve1s L30 through 160.
coverage on the columns here and in the interior is inconplete.
STRUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES. INC.
155 SOUTH NAVAJO
DENVER. COLORADO 80223
(303) 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATION: Sirnba Run
INSPECTOR: DeWayne Ganow
JOB N0: 1878 DATE:5-19-82
REGULAR HRS: 6.0 OT HRS:
CONTRACTED SERVICES' V EXTM SERVICES:PAGE 2 OF 2
z) rrl several cases, vertical wal1 studs are placed close to
or'.'against colunns. This situation was viewed by and discussed
with the vail buiLding inspector and the Great Northern Drywall
superintendent. Iirhere the necessary L\t, of MK-5 can be applied,
the studs rnay be left in p1ace. otherwise, the stud.s must be
relocated far enough fron the coLunn to apply the fireproofing.
3) Horizontal wa1l studs attached to lower bean flanges nay be
fi1led with fireproofing to protect the beams
4) Special care shoulcl be taken to fill the void above the
upper bean flanges and the deck.
5) In order to complete installation of the exterior wal1,
fireproofing of the exterior bearns ancl columns has been given
priority- Once the wa11 is placed, inspection of fireproofing
will not be possible. consequently, good cornmunication between
the site and AI(A is inportant.
STRUCTURAL AND MECHANICAL TESTING
i
DATE {-4q.-81,:-. JOB NAME
CTION REOUEST
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTION:MON TUES WED THUR FRI AM PM
BUILDING: PLUMBING:
tr FOOTINGS/STEEL tr UNDERGROUND
-
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
n 199.1-&^sIFFn...- tr GAS prprNc_ PLYWOOD NAILING
tr INSULATION
-
tr POOL / H. TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
trtr
tr FINAL tr FINAL
,(neenoveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
il ,*#"roN neouesr
TOWN OF VAIL
DATE
READY FOR
LOCATION:
7
'i r- r".-. -
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR FRI
ln
AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUIIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr
E
FRAMING tr
tr
ROUGH / WATER
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
tr
tr
tr
tr
INSULATION
SHEETROCK
tr
tr
tr
tr
POOL / H. TUB
NAIL
FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
TTIECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr
tr
tr
SUPPLY AIR
tr FINAL FINAL
.g/eeenoveo
/. CORRECTIONS:
tr DISAPPROVEO tr REINSPECTION REQUIRED
DATE
.{)
..2a '
tlensel -Phelps
-.--IIII chen and associates, inc.
I.IT-I ILV' I CONSULTING GEOTECHNICAL ENGINETRS
}jII 5080Rd 154
Glcnwood Spnngs. CO 81601
JoB No - ?]-802 - -- oArE 5/|i/82
DAILY REPORT NO 61 ,-SHEET 1 OF
SUBJECT FILL OBSEFVAIION & TLSI ING
Sinrba ltun - North Bui lding
P.O. Box,BB
Vai l, CO 8_l_657 _ _ _
_At!n :_ _Jin McKjnn-ey. ___
S0[. t t0Uilorlloil
tlrG|liffnr[0 fu"-
LOCATION
TAKEN
EC IF ICATION COMPACTION & MATERIAL
Type and number ot earlh moving unrts
I ype and numbef ot compaction unrls:
l{umber ol passes - - - - thrck ness ol ltll
l,4elhod ot addrng morslure
Ttr:, reporl presanls opinrons forrned as a result of our observalron ol lill placcrnent. Wc hdve relied
on ltre corrtractor to conttnue applying lhe recommended compaclive ellort and morslure lo the lrll
.lur lrig lrmos wher oL[ observer rs r]ot obscrviniJ rJperalrons Tests are mad{) 0l lhe f rll Only as
l).,lrev.ld necessary to calrbrate our obscrver's ll|dgamenl lesl dala ars not tlre sole basts lor
, i Inr.,rrS on wnclher tlle lrll rncclS s!!L'crltci.itr()rlS
cc: Briner & Scott, Architects
.]VA
LGM Professional Consul tants
o In our opinion, fill generatly meelS specifrcalions as indicaled by
test no. (s)
o In our opinion, lill does not meet specilrcatrons as indrcated by
tcst no.(s) .- . 'in(J silot/l(i be reritclvt'cl r)J 'r''!r''i
n Fill tesled meets specilications
m Contraclor advised
n Full time observatlon F Part time observatron
pR o G R E s s F E po F r i:o o t i n g .s s]f-1--tdex.e--abislycilalor g -c-o I utln- -iing_qll9ll_6 to_ 7 iines. These soil-:-3rg-:gl-l-!LLg- tlt11i
previously encountered and should be suitable for support
of the recorrunended 5 ,000 psf bcaring pressure. A :;rnl!1 l- ,
anount of loose topsoi.t rvas observed in the N.W ' col-ttcr
of the footinp excavation at Lincs c' t" 7. Contractor rv:r:;
"oufrlfidn8?.l"i"r: i:!r.,r_r.nrl uny lgoi" _rL"_1,.r ._g!svt. lrlwn
r t(!N
:'Ol! TYf I
OI-}S E RVE I]A i),rliarr"'f Ii t]i
Hensel-Phelps chen and associates, inc.
CONSULTING GEOTECHNICAL ENGINEERS
5080 Fld 154
Glenwood Springs. CO 8't601
JoBNo_ 32,q02 _*,,__OATE Sl1Bl8-?
DAtLy R€poar xo. 62-sneri --l-,- ,.1r I
SUEJECT FILL OBSERVAIION & TES] ING
Sirnhe Rrrq - Notth Building-.. -
P.0. Box BB
. ysj_I, C0_8_r057 __Attn: Tin McKinney
s0 . t foutr0Alr0N
tlGtrttR||i0
LABOFATORY
rEsf
NO
dl:l::":":'":'. " "^'::::
SOIi IYPI
Tyee afid number of earth rhoving unils..,--- ..---
T ype and number ol compaclion units.
N.rmber of passes ,
t 4cthod ol addinq moislUre.
lhick ness ol l,lt
I lr rs reporl prcsenls oprnions lormed as a result ol otrr observalion of trll placemenl. We havc relied
'rri thc conlraclor to conlrnue applyang the rocommended courpactive elfort and morslure to lhe frll
itrrrrrrg lrnr('s when our observer is nol obServin0 operalions Tcsls arc madL'ol the ftfl oniy as
l.elrevg6l ng1;95gsry to calrbrate ouf observer's JUdgemcnl Test data are not the sole basis lor
( i)|!l|ons on wnL,tller llre ftll meets specrtrcalroos
cc: Briner 6 Scott Architects
JVA
L&M Professional Consultants
O In our opinion, fill generatly meets spccilrcalions as indicatcd by
test no.(sl
o In our opinion. lill does not meel specilicalrons as indicated by
test no.(s) - - and shc)uld b.r r(imov('d cr :r'r' r'
n Fill lested meets specilications
d Contractor advised
g Full time observation F Part time observalion
pRocBESS oa"o"., Foundatiqn bcaring soils along C line fronr
to 7 line were observed. Topsoil and loose soil had been
removed. The solls exposed qt footing_g1ade;lgqld_!fe_ _
suitable for the reconmended 5,000 psf bearing pressure.
Sfi.evrDq$n-
Aili,rtr_rijl i) il!
.-c
( )tlsF_n vt R
Hensel Plelps
VaiI @ 81657
Attn: Tim leKirygf---
CONSULTING GEOTECHNICAL ENGINEERS
s0B0 Rd 154
Glenwood SPrrngs. CO 81601
JOB NO
SUBJECT FILL OESEHVAT IOTI
Simba Rtri
22,802 oAt€ __6!9182 _
& TESI ING
chen end associates, inc.oAtLY REP.RT *o 63 - snett - !--ot 2
PO B@( BB
s0rt I toulroall0r
trtGrlrItrlic
95t standard Proctor densiQ'B In our opinion, lill generally mBeis specitications 8s indicated bt
t€sl no.
sr)lL I Yi)l-
santi'7 gravc 1
fill does not meet specificalrons as indrcated by
-=-- and should be rcmovl,d I ' '1 r I
oPECIFICATION
COMPACTION & MATERIAL
2 cat 930 loaders
Type and number ol eartlr movin9 unlls: -
Type and number ol compac'on ,nirs 2 haDd -cdntrpctors, lg:id - Vibgataqf-
Nunrber ot oa:ses ds needed rhickness ot ttlr 4"t" -
[4ethod ol addrng morsrute: natufal
r h rs report pra:,enls oplnions lormed as a result of our observalton ol I ill plilctmcnl wehaverelrod
lrrr lhe (i(irilraclor to conllnue applylll0 lhe recommenCed compaclrve i'lloti and morslrlre lo lhe ltll
{l lr}g l n(,s when our observer ts nol obscfvrng operallons lcsls are made ol l}ie llll only as
i)r'r,ev;).j rlt'(:essary to caltbfale otll obsefver s iudg"nlenl Tesl d.11;l itro n()l lhc \r)le basls lor
1-\pinrorl.i on vrlrt:lh.'r the llll mPets spl'irlrcall()ns
Brirter & Scott
L&lvl Professicnal Ccnsultants
O In our opinion,
test no.(s)
E Fill tested meats specilicalions
R Contractot advised
o Full lilne observation )g Part trme observal ron
PROGRESS BEPORT
Dan Berta rra3! au{!.
,il . ,, .,1 I'r,r
LOCAITON IESl
IYPE
OEPTH
OB
EL€VATION
(1..1)
LABONAlORY fr€tt)
TEST
NO
MAXIMIJM
ORY
DENSITY
(pct)
oMc
ORY
OEHSITY
{pctl
MOISIURE
CONIENT(r)
coMl'A(i.
TrO\
0 6'N, 5rE of S end of center calL, parking N
6,,befc,,^,
8+eh.128.8 9.0 I28.B 6.6 100 Silty
231 rglN, 4tE '' "tl N ll I28. B 9.0 124.5 6.3
N tl 128.8 9.0 L22,9 6.6 95
232 tl30'N, 3tE rl
N
N
It 128.8 9.0 128.0
233 40,N,2tE "
6.N, 22'E l
ll tl
tl234
tl 128.8 9.0 I23.'1 "l 96
OOSENVTR
PO BoX BB
Vail C0 81657
At tn : T in IIc Kinn e.""
WEATHEF COI'IDITIONS AND TEMPERATUR
coNTRACToR.s toutoua*t 2 Cat 9-10 loaders, 2 hand compactors. I hand vibratorv plate
coNSrRUCTloN Acrtvtrt6 Contractor had placed filI along t{. side of the center waI1 of
the parking structure. No tests were taken deeper than 6" below g1q{e. AbOut 6r - 8'
V€RBAL COMMUNICATTON WITH CONTRACTOR, ENGINEER. ARCHITECT, OWNER
of fill had been placed. All tests reached or exceeded 95% stan{qrd !Io!!ql-denr-1
Footins naterials were observed alons P line fronr 50-51, N.5 frorn 53-51 and 51 ffSL
M.5-N.5. A11 materials were natural san avel and cobbles with occasional boulder
Dan Berta
FIELO REPRESENTATIVE
Briner & Scott
JVA
L Qltl Professional Consul tant s
CC:
Frank Ouinn
APPROVEO BY
Hensel Phelpg_.- ___
FO BcD< BB
___ vail_q1316s7 _
Attn: Tim !'bKinnry
chen and associates, inc.
CONSULTING GEOIECHNICAT ENGINEERS
5080 Rd 154
Glenwood SPrings. CO 81601
JOB NO 22,802 DAiE__6/r4/e2_
DAILY REPORT n,o. 64--sne Et - I or 2
SUSJECT FILL OBSERVATIOII & TESTING
Simba Rurt
sort I f0ul0r(0x
t nc rt t Rlll 6
l€ sr
RO
LOCATION TYPC
D€PTH
OR
gLEVATION
llccU
LAEONA'ORY ftEto
5 (lrL IMAXIMUM
ORY
DENSITY
(p€l)
oMc
ORY
OFNSITY
ipct)
MOrSrUt{€
CONTEIIT
(hj
l()'\r la (:
TIOAI
lr$4'W. 5'N of col,rn Pad C-3 N
6:'belov/srajlgraoe 128.8 9.0 L27.9 10. 5 99 ifry sandy
236 6rE. 6tN rl N ll I28.8 9.0 130. 3 9.0 100
231 6'W, 5rS rl N 128.8 9.0 LzB,'7 QO 100
238 6 tE, 4'N rl N tl 128. B 9.0 I28. 3 10. 2 99
spEcrFrcATroN coMpAcroN & MATERIAI 95* sbndardg:actor-dengilg-
I ype and number ol eafttl movrng rlnlls i - --
Type and number ol compaclron untts:2 hand ccrnpactors.
ttumDer ot ourru. ds ngeded thrckness ol lrll
gr' - f 2t'
lvlelhod ol addrng motslure natrrral
lhrs rf,t)(rrt pr(.:.(.l|i(, oprnions lormed a5 A resltlt of o(lr ollservalrofl ol trll l)lilIcmcnl Wc havc relrod
r-.,r ltle {-i)rtrIctof to conlrn {t applyrd0 tlre reconrmeliled corllpactrvc t llorl arJd nloisturt: lo thc tlll
(r rrr|].) lll11{,s wllon o(]r Ob)servcr rS nt)l ObServlrlg opeliltlorrs Ttrsls atfr lnacre O, the lrll Only;ts
lir,rra,vtrrt rt(,((,5\'try to callbritt€ ottf (:l)se(vrir:i iud(l(,alr(tnt Tesl dal,l iit(1 trot ltl(':,aIl{l basts l(il
i l) ftr)r)., ,ln /,r'rrlh,,r tlle lrll m.rtlls :',Iir'r'ri cillr.)ns
Briner & Scott
J\A
L&M Professicnal Ccnsultants
gravel-
lcsl no. (s)
)o Frll tested meels specifications
:F Conlraclor advised
u Full lime observataon q Parl lrme observa trorl
PNOGRESS NEPORT
Apprcucinately 2' of fiff had been placed
Dan Berta Frank Quinn
ft In our opinion, fill genetally meets specilications as indicated b!
lasl no. (s)
-
O In our ooinion, titt does not meet speciticatrons as tndicated by
3nd shotrllt l)e relnovtid r " wL,rlr,
and ccnrlx.cted prior to our arival cn-:f!e-.
LC
OBSERVF B ,i, ).t, ,t tj i
M chen rnd r*roliates, inc.,"::l'lH;:T:11::ilL
CONSULTING GE0IECHNICAL ENGINEERS DArLy REpoRr ro. 64 sHEEr z or 2
5080 Rc 15,1
Grenwood Springs. CO 8160i S96.1691. Sjrnica _8q--__" _
rO Hense] Phelps
PO Box BB
Vail co 81657
Attn: Tj-rn lbKirurey
WEATHEFi COIIDITIONS AND TEMPERATURL
coNTBAcToF,s EoutpMEN, 2 lnnd ccr[nctors
Af1 fill r,vas for slab cn-grade, and reached or exceeded 95? standard Fretor density.
Footiag materials r,,.ere &ssxred in N. buildjnq alcnq co}.lrn Li:re A, frcrn 7-10 and
colunn line 10 frcrn A-D. All rmterials r*ere on-
ccbbles. tlre ccntractor had rebcnpacted slicrhtly disturbed areas, all naterial should
be suitable for footirtqs as plamed.
VEFIBAL COMMUNICATION WITH CONTRACTOB. ENGINEEF, AFCHITECT. OWNER
coNsTBUcTtoN AcTrvtrtur Ccntractor lad placed apprcocinalely 2r of fil-1 jl tle N.
frcrn coh:nrr lines B-D, 1-4. No tests r^ere taken deeper than 6"
Dan Berta
'nw-.L
rr, ', i .rrt
APPROVEO BYFIELD FEPFESENTATIVE
Briner & Scott
JVA
Le$ Professicrral Catsul-tants
cGa
o
Cn tH lxo AssoctAtt!
Conrultlng Englneerr
Soll rnd Foundailon Englneerlng
5080 no. t5a . GLE WOOO SPR|NGS, COLOnaoo !160!
CONCRETE TESTINC RESTJLTS
Job lio. : 22,802
Job Lrrcaticn: Simba Run, Vail
Sampled By: Field Engineer, Keith (ltpcc)
Location: Parking Structure, pour #11
Dace Casc | 5/20/82
Cont rac co r:
Cylinder
No.
Date
Tes c ed
Age Tested
Days
Courpres slve
Strength (psl)
97 o- r /4160
9B 6-17 28
Ni.x DaEa:
Concrere Suppller; Mt. Moblle l\tix Suppller's TickeE lio.: 11219 Truck No.: 103
Batch Out Tine: Tine Casr:
PHYSICAL PROPERTIES:
Unit lleight pcf Air Content Z Slunp 4L fn. iHelght in. Dianeter in. Denslty pcf tConcref,e Teoperacure oF Alr TeqperaEure Gf i.
a
i
,l
i.
:
Remarks:
Speclfled Strengrh: 4000 psl at -_28 days
96, Ilens e1-Phe tps
Briner 6 Scott
.]VA
l, [,N1 ]'rofes s ionaL Con-sultants cHEti A\D ASSOC]/rTES, I LiC,
Ilsn s Floeschle
Cxcx exo AsgoctArrg
Conculllng Englneen
Soll and Foundatlon Englneerlng
5080 RD. t5r...GLEt{wOOO SPnINGS. COLOnAOO 8t60t
CONCRETE TESTING RESII'LTS
Job No.. 22,802
Job Locarion: Sinba Run, Vail
DaEe Cast I 5/25/82
Sanpled By: Field Engi,neer, Keith(HPCC) Contraccor:
Locatlon: So. G. 720 E. Building, 2 to 9 Line
llix Data:
Concrete Suppller: trlt. Mobile luix SuppJ.ierts Ticket No.: 11288 Truck No.: 100
Bacch Ouc Time:
PHYSICAI PROPERTIES:
Unir Idelghr
Helght
Tine Casc: 8:20
pcf Air Ccn lent
in. Dla;leter
Z Slunp 5 in.
ln. Denslty Pcf
Concrete Tanperature oF Air Teloperature oF
Speclf led Strength: 3000 - psl at 4 --
days
69. Iiens e I -Phc.l ps
llr. ine r & Scott
J\'.q
Lfi)l Profcss.ional Cons,-lliants cHliN AliD AssocIATES, INC.
llan s Flocsclr I t
CyI in der
No.
Date
Tes ted
Age Tested
DaYs j
Compren s ive
Strength (psl)
99 t)-LL 28 3820
100 28 5640
Renarks:
o
Cx tN axo AssoctArtg
Conaulllng Englnaeru
Soll and Foundatlon Englneerlng
5O8o nO. l5r..,GLENwOOD SPR!NGS. COLORAOO 81601
CONCRETE TESTING RESULTS
Job No. ,. 22,802
i Job Location: Simba Run, Vail
Dace Cast: 5/25/82
Sampled By: Field Engineer Keith(HPCC) Conlractor:
Location: Parking Structure, Pour 6, #12 second i,ift
Yix Data:
PgYSICAL PROPERTI,ES:
' Unir Weight Z Slunp 4b in.
in, Denslty PcfHeight
pcf Air Cootenc
ln. Diameter
Concrete Terrperacure oF Alr Temperaturemperature oF
Cylinder
No.
Da te
Te.s r ed
Age Tested
Days
Conpre.csive
Strengch (psl)
101 d6nn
102 R-??28 .t 630
Rema!:ks:
Speclfled Strengrh: 4000 psl ac _?!_ dr.ys
CC: Hensel-Phelps
Briner e Scott
.iVA
Ltill Profcssionrtl Consu 1t ant s CllF!- A.5D ASSOCIATES' INC'
Huns l'rocschlc
-Cxrx lxo AstoctAtrg
Contulllng Englneers
Soll and Foundallon Englneerlng
5080 RD.l54 . GLENWOOD SPRINGS, COIORADO 81601
CONCRETE TESTINC RES{JLTS
Job No. '. 22,8O2
Job Locarionl Simba Run, Vail
Sanpled By: Field Engineer, Keith(HPCC)
Locarion: N, Building, 6 & 7 Line
Uix Data:
Date Cast: 5/26/82
Cont rac cor:
P}TISICAL PROPERTIES:
Unit Weighr pcf Air ConEent Z SlunP 112 itt '
Height in. Diameter ln. Density pcf
Concrete Tmperalure oF A1r TenPerature oF
Cyllnder
No.
Da te
Tested
Age TesEed
Days
Conp res s ive
Strength (psl)
10.1 2B 4530
104 6-l-t 28 4310
Renarks:
Specifled Strength: 4000
663 Hensel -PheJ.ps
tsriner f, Scott
.JV.\
Lti 11 Professional Consul t irnt s CUE}i A}{D ASSOCIATES, INC.
llen -s Froe.schle
psl at 2E _ _ days
oc ltct{ AHD ArS0crATtt
Conrulllng Englnccr
Soll and Foundrtbn Englnrerlng
fimnD. t$r.. GTErlvOOO SPnl'|C3' COLORADO llCot
CONCRETE TESTIHC RES1JLTS
Job No.. 22,802
Job Locatlon: Simba Run, Vail
Date Cast: s/28/82
salpled By: Field Eng. (HPCC) Keith contractor:
Locatlon: Racquetball Court Wa1l, EE & 54 Line
ltlx Daf,a:
j,l Concrete Suppller: Mt. Mobile Mix Suppller's Ttckec No.: L1366 Truck No': 93
''', n"t.t Out Tloe: Tlee Cast:
i
II prvsrc,Al PRoPERTTES:
l Unl,t Wetght Pcf Alr Content Z Shup 3 3/4fn'
Iteight 1n. Dl€oeter - 1a' Denslty Pcf
Concrete Tenperature of A1r Temperature of
cv1 !o der
No.
Date
Test ed
Se Tested
Days _
Coupre!is ive
Strength (pst)
r nq tr- ,/ \2A 380n
106 6-2S 28 3840
Remarks:
Speclf 1ed Strengrh: 4000 ps1 at *--?9- dtys
CC: Hensel-Phelps
Brincr 6 Scott
JVA
L&l,l Professional Consultants CHEN AND ASSOCIATES' INC'
_ ll_an_F-Frll-c-sth-l-e-- -- -
I
Cx tN exo ArloctATtt
Conrultlng Englnccn
Soll and Foundrtlon Englnerrlng
5l$ BO.15r . GLE WOOD spFtNGs. COLOnAOO 11601
CONCRETE TESTING RESULTS
Job No.: 22,802
Job Locacion: Si.nba Run, Vail
Sanpled By: Field Eng. (HPCC) Keith
Locarion: Parking Structure f Wail
Date Cast: 6/3/82
ContracEor:
lflx Data:
concrete suppller: Mt. MobiLe Mix Suppller's Ticket No.: 11410 Truck No.:102
Batch Out Tlre: Tlne Cast: 1:00
PHISICAI PROPERTIES:
Unit tleighr pcf Alr Content Z Slump 4 3/4 i.n.
Helght In. Dlanerer 1n. Denslty pcf
Concrete Temperature oP Alr Teroperature oF
Cyllnder
No.
Date
Tes t ed
Age Tested
Days r,
Coupre n s ive
Scrength (psi)
t07 1 28 4420
108 ?8 44).O
Resarks:
Spectfled ScrenSth: 5000 psl at 28 days
gg; Ilensel -PheIps
Briner 6 Scott
.IVA
t, {i itl Plcifessional Consultants Ctll'lN AID ASSOCIATES , I l;C .
llans F rocsch 1e
o
c
CONCRE:TE
Job No. z 22'BA2
Job Locatlon: Simba Run, Vail
Sampled By:
Locat 1on :
Hix Data:
Concrete S
Batch Out
P}TYSICAL
Unir welghr
Helght
Concrete T
CC: Ilensel-Ph
Briner G
J\'A
ReEarks:
Specifl ed Str gtlr:
e ra ture
ContTact or
Racquet Court
I'lt. Mobile Mix
pcf
in.
oF
HEN AND ASSOCIATIS
Coneultlng Englnccn
Soll end Foundrllqn Englneerlng
lo0(lRO.lsr . GLE {WOOD SPnlIGs. COLOFADO Et60l
TESTING RES1ILTS
Dace Cast:6/LO/82
Conc racf,or:
Suppllerrs Ticket I'io.: 11568
Tlue Cast: 5:00
51unp
Densl ry
ASSOCIATES, Illc.
I;qoq.gqL te-
Truck No.: 151
6!,, Ln.
uflp1ler:
l
Tllme:
ress lve
Stteng,th (psl)
Atr Content
Dlaneter
A1r ?eoperature
,
1n.
%
ps
ott
ional C}IIN ANI)
llans
L i,lrl P rof es Consul t ant s
psi. at 28 d ays
tl
;
AKA
ALBERT KNOTT & ASSOCIATES, INC.
I55 SOUTH NAVAJO
DENVER, COLORADO 80223
(3031 698'toso
DATLY REPORT 0F: ONSITE
LOCATION: Simba Run JOB )fO : 1878 D'\TE: 6-16'82
INSPECTOR: Pat Co]-linsar REGULAR HR.S: 5.5 oT HRS:
C0NTRACTEU SERVICES, l/\-EKTRA SERVTCES;
-F.\CE-1-0F
rfT--
A visual inspection was performetl on the precast welds of
the parking structure, covering wall to wall, wa1l to tee,
spandrel to tee, and tee haunch connections. A11 inspected welds
were found to be acceptable.
Also inspect,ed the steel fit up, monent connections, decking
instaltation, tee cLip to enbed plate we1ds, and overall
condition, in the link area.
A11 conpleted areas were found to be acceptable.
L
AKA
1iI ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVER, COLOFAOO 80223
(303) 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATION: Sinba Run JOB NO: 1878 DATE;.6-1.6-82
INSPECTOR; DeWayne Ganow REGULAR HRS: 5.0 OT HRS:
CONTRACTED SERvICET, X EXTM SERvTCES: pAGE 1 or 1
-t
Inspected thicknesses of fireproofing on Ieve1s 140 through
L80, from line 12 through line Z0' along the west side (lines
G and H). Also reinspected coverage on the east side along
l-ines H, B, C, and D, from lines 7 to ?2. Rejected areas on
columns were marked with paint. A list of rejected fireproofing
on coluums was left with Bud Vanhorne, Hensel Phelps.
Fireproofing samples were cut from levels 140 through 180'
one fron each 1evel, for density neasurenents to be nade later
At AKA.
I
STFUCTURAL AND MECHANICAL TESTING
AKA
ALBEBT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVER. COLORADO 80223
(303) 698-1050
DAIt.Y REPORT OF: FIREPROOFING DENSITIES
LOCATION: AKA Shop JOB N0: 1878 DATE: , 6/t8/82
INSPECTOR: DeWayne Ganow REGULAR HRS: 2.5 OT HRS;
_iJ
CONTRACTED SERVICES: IA EXTRA SERVICES: PAGE 1 OF 1-7-r
Densities of firepro-ofing samples taken frorn Sinba Run on
6/16/52 have been rneasured at the AKA shop. These densities
are conpared below with densities neasured on 6/l/82 and 6/8/82,
which have been marked with an asterisk.
Level 140
Level L50
Level 160
Level 170
Level 180
Sarnple I
Sarnple 2
Sanple 1
Sanple 2
Sample 3
Sample I
Sanple 2
Sanple 1
Sample 2
Sarnple I
Sarnple 2
17.6 pcft
19.1 pcf
21.3 pcf*
21.0 pcf*
19.8 pcf
20.4 pcf*
19.0 pcf
19.8 pcf*
19. 3 pcf
17.9 pcf*
20.6 pcf
The average density for any leve1 exceeds 17 pcf. The average
density for the building is 19.6 pcf with a standard deviation of
L.Z pcf. These densities exceed UL requirernents, which are 17 pcf
minirnum average density and 15 pcf mininurn individual density.
The standard deviation of 1.2 pcf shows consistent practice.
Some areas along the west wa11, from lines 1to 10, and some
areas in the interior have not been sprayed yet. AKA plans to
take two more samples of the last rnaterial sprayed to complete
inspection of the densities.
STRUCTURAL ANO MECHANICAL T€STING
AKA
ALBEBT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
OENVEF, COLORADO 80223
(3031 698-1050
DAI'Y REPORT OF: CNSITE
LOCATION: Sinba Run JOB No: 1878 DATE: 6'21'82
INSPECTOR: PAt COlliNS REGULAR HRS: 3.5 OT HRS:,
-t
CONTRACTE1J SERVICES: II EXTRA SERVICES: PAGE 1 OF 1--- -fr-
A final lvalk through inspection was performed on the
parking garage. This was to ensu-r''e all connections have been
completed and are in acceptable condition'
This inspection showecl all connections have been welded
and accePtabLe.
Also inspected the structural steel welding, decking, and
steel fit up of the link area up to eLevation l'46t-6r" A11
inspected areas were found to be acceptable'
STRUCTURAL AND MECHANTCAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES,INC.
155 SOUTH NAVNO
DEt.t\/ER, COLOHADO 80223
{303) 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATION: Sinba Run JOB No: 1878 DATE, 6-24-82
INSPECTOR: Delrrayne Ganow 6 REGULAR HRS: 5.5 OT HRS:
C0NTRACTED SERVTCES: K EXTRA SERVICES: pAGE 1 Op 2
Inspecte<l and reinspected fireproofing coverage on 1eve1s
160, 170, and 180 steel. Inspection involved interior beans
and Colunns and perineter beams and colurnns on northr west and
south wa1ls. Rejected areas on columns were rnarked t+ith spray
paint and a list of locations was left l,rith Bucl Vanhorne, Hensel
Phelps.
Locations of rejected fireproofing on colurrrns:
Level 180:
E: 7, 15I{: 15, 16,2I ,22
A11 columns on l-ine 22
Leuel 170;
G: 7,8,9, l0r 11r 14ti: 16, 17, 19Er 7
A11 colunns on line 22
Level 160
D
E
17, 18
73, 5, 6r 7, 8, !0, L2
H: L7, 18, 20
A11 line 20 columns
Along the north and west wa1ls, fireproofing is thin at some
places on perimeter beams on the outsicle surfaces. A1so, fire-
proofing has not been applied to a €ew beatns. Erection of
STRUGTUFAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVER, COLORADO 80223
(3O3) 698-1050
DAILY REPORT 0F: FIREPROOFII'IG
LOCATION: Siraba Run JOB NO;
INSPECTOR: DelIayne Ganow REGULAR
CONTRACTED SERVICES: EXTRA SERVICES:
1878 DATE:.
HRS: 5. 5 ot
PAGE 2 OF
6-24-82
HRS:
2
scaffolcling is required before conpletion of fireproofing on the
outside surfaces of bearns and colurnns along these wa11s.
Rejected coverage on interior beans was marked at two
places on leveLs 170 and 180. Fireproofer was inforned'
The interior x brace straps are being covered with ltK-5
fireproofing. Since fireproofers repolted they were not finished
nith this work, thicknesses were measured at only three locatj'ons'
Average thickness at this time exceeds L/4", but is less than
L/?".
One sarnple for <lensity neasutement \.Ias taken fronr level 130.
STRUCTUBAL AND MECHANICAL TESTING
o
i
I
i
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVER, COLORADO 80223
(303) 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATION: Sinba Run JOB NO: LSTA DATE: 6-50-g2
INSPECTOR: DeWayne Ganow REGULAR HRS: 6.0 0T HRS:
CoNTRACTED SERvrcEs,-X EXTM SERVTCES: pA6E I or J
Fireproofing coverage on colunns along the north waLI ,
west wa11, and interior north of line 15, was inspected. The
following list gives locations of columns where work is
inconplete or rejected. Colurnns below leveL 130 rvere not
inspected. At sorne locations the outside surfaces of colurnns,
which were previously rejected or not inspected, haie been
covered preventing inspection today. Field copies of this
list rvere given to Bud Vanhorne, Hensel Phelps.
Level 140:
Inside, north end: Diagonal braces not covered
columns F: 16, L7, 19, 19
North wall (1 S 20) colunn D: 20
I{est wa11 colunns G: !, ?, 3, 7 , 9 ,15, 14, 15
Il: 15
Outer srrrfaces of the foll.orving colunns are hidden from
view on r';est waL1:
G; 4, 5, 6, 10, 11, L?, L3, 14
il: 16, 17, 19, 20
Inside, north encl: Diagonal braces unfinished
colunn F: 16
STRUCTUFAL ANO MECHANICAL TESTING
Level 150:
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVA.JO
OENVEF, COLORADO 80223
(303) 698-10s0
DAILY REPORT 0F: FIREPROOFItfG.
LOCATION: SiNbA RUN JOB NO: 1878 DATE: . 6.30-82
INSPECTOR: De!{ayne Ganow REGULAR HRS: 6.0 Of HRS:
CoNTRACTED SERVTCES,-L EXTRA SERVICES: pAGE 2 Or 3
-ah.+_
l'lorth \ua11: columns D: 20F: Z0
Itrest wal1: colunns G z 2, 3, 7 , g, LAH: L6, 20
Outer surfaces of the following columns are covered:
G: L1
H:18
South rval l : colunn B- 1
Level 160:
Inside, north end: columns F: 17, 18
Inside, south end: coLurnns E: 5, 8
Diagonals rejected, linesi 3, 13, 14, 15, 16, 18
North rsa11 91ine 201 colunns: II: ZOD: ?OC: Z0All Beans
West wall: columns G: 3,5,6,7r 8,9H: 2A
Outer surface of colurnns covered. at: 11 : 18
Level 170:
Inside: columns and diagonals accepted
North wa1l: a1l colunns and beams unfinished(line 22)
STRUCTURAL ANO MECHANICAL TESTING
III
I
;
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DEM/EF, COLORADO 80223
(303) 698-1050
DAITY REPORT OF: FIREPROOFIT{G
IOCATION: Simba Run JoB NO: 1B7B DATE: 6-30-82
INSPECTOR: Delrlayne Ganow REGULAR HRS: 6.0 OT HRS:
CONTRACTEI] SERVICES: { EXTRA SERVICES: PAGE 5 OT 3--l\*--
South wa11: colunn E:
lvest wall: column [l: ?Z
G: 7, 8, 9, 10r 11
Outer surfaces of the following colunrns were
covered:H: L7, Lg
Level 180:
Insicle: colunns accePted
diagonal on line 22 reiected; other
diagonals accepted
Itrorth end: A11 colunn and bean outside surfaces
are unfinished.
tlest wall: columns G: 7, 9, 11r 13
H: 15, 16, 20, Zz
Note: Studs and fiberglass should be renoved to
complete fireproofing appLication at
colunns G-7 and H-16.
STFUCTURAL AND MECHANICAL TESTING
WEfiTHER
PN[|DUCT$
t0-5050
4 x Actual Size
"Double Guard" is a patent pending, premium quality pressure-sensitive
seal made of top grade silicone rubber which pos$esses unsurpassed
perlormance characteristics and conforms to existing building codes
The seals engineered airfoil design was developed lor use on new and
existing doors and frames without impairing door latching at normal
closing force
When compressed, the seal wraps around the edges of the door creating a
positive double barrier that restricts the infiltration of:
Weather, Light and Sound
Dust and Insecls
Smoke
The specifically formulated industrual adhesive provides a strong
pressure-sensilive bond between the seal and door frame for dependable
life length
Silicone rubber is a tough and durable material having unequaled low and
high temperature, chemical and water resistance
"Double Guatrd" installation is quick and easy
Available in 17' and 20' coils for standard 3'0" x 7'0" and 6'0" x 7'0" door
openings
o
o
COMPRESSION SEAL
APPLICATION
WIPE SEAL
APPLICATION
PATENT
PENDING
TECHNICAL TEST DATA
(Tested Under Laboratory Conditions)
ADHESIVE
Maleria! - Silcone Rubber
Compression Set At 50% Percentage of Original
Constant Detlection Dellection -Ref: ASTM D395, Method B Verv Low
Low Temperalure, -30"F 90" Flex -Ref: ASTM D2136 & D1 151 No Cracking
Heat Age, 130'F No Delamination
Bef: ASTM D1 183 & D1 151U.V. Radiation Resistance No Degradation'I Week = 2 Years Sunlight Exposure Apparent
Ref: ASTM 1501 Water Absorotion None
Rel: ASTM D1056, Section 32
Acceleraled Environmenlal Exposure No Delamination or
Or Weather-O-Meter Deqradation
Ref: ASTM D1499
Ozone 35 Hrs. No Degradalion
Ret: ASTM Dl 171 Apparent
Programmed Humidity No Delaminalion
Ref: ASTM D1 151 Or Deoradation
steel Door tnstitute Laboratory controlled
Standard #t 16 Air Infiltration Tesling
Rare or Air r-row l hroush crosed :l?::9I'!"-110t"--
Steel Door ,A,nd Frame Assembly fft"J ;iil Hequ'reoP.S.T.C. '1 , .l80" Peel Adhesion Excellent
-PACKAGING
POLYBAG
ORDERING INFORMATION
Specify: ltem No., Color, Length
Examole: 10-5050, CHARCOAL, 17'
l.lew Britain, Connecticut 0605C
Fr'"frd if irq | '
ITEM NO.
10-5050
10-5051
COLOR
CHARCOAL
CHARCOAL
LENGTH
17'lCOrL
20'/cotL
UNITS/CARTONS
1O EACH
1O EACH
'CARTON LOTS ONLY
H1 156 1 /81 STANLEY HARDWARE Div. of Thi: Stanley Wcri'rs
,*#"toN
TOWN OF
REQUEST
VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
CALLER
, MON, TUES WED THUR PMAM-f.€t
. , /i.,
BUILDING:
tr FOOTINGS / STEEL
PLUITIBING:
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
tr tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr Fil)tAL tr FINAL
tr APPROVED
'CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTORDATE
F-.'4-
May 11 , L982
L&M colrsutrAilrs, ,wc.
Town of Vail-Building Dept
75 S. Frontage Rd. WestVail. Colorado
Att: Steven PattersonBuilding Official
RE: Simba Run Condominiums
1100 N. Frontage Rd.Vail, Colorado 8L657
As a follow up to today's meeting, please accept the following:
To date, we have obtained approval of each utility for the
abandonment of the easements as noted on the "PIat" to be
abandoned by owner. The one remaining issue to be resolvedprior to abandonment, is to submit a 1ega1 description of the drain-
age easement as agreed to in previous letters.
We are meeting with Bill Andrews, T.O.V., today to resolve
the dralnage easement and will deliver the legal description,drawing, and easement dedication to the Town of Vai1, yourattention, as soon as posslble. We are aware',that thls issue must
be resolved prior to the issuance by the Town of Vail of a
temporary or final certificate for oceupancy.
In addition to the above, w€ have redesigned the 8" waterservice "eross connect" line and building service lines. This
new design will a11ow for a location of the 8" water "crossconnect" line so that it can be aecepted by Vail Valley
Consolodated Water District as a part of their distribution
system and thus we will dedicate the line to the district and
deed an easement, 10' either side of the center line of the8" water line as a utility easement. This easement w1ll bededicated based on the exact location of the line as actuallyinstalled. IYe also understand that this issue should beresolved prior to the issuance of temporary or final certificateof occupancy.
1224 Ptospect StrceL La Jolla, CA 52037, (714)45+3213, Telex 69 5032
Vail Spa Condominiumq P:O. Box 726, (303) 17603U, Vail, CO 81657
PROFESSTOwAT
L & M pnoFESSrOirAl- Corrrsut rAlvrs, tlrc.
During the course of construction and installation of the 8"water 1ine, the contractor and developer sha11 be responsiblefor any damages to existing utility lines, especially the waterlines belng tapped. Any damages being caused as a result ofthe installation or operation of the 8" cross connect waterline until 1t is dedicated and accepted by Vail Valley Consoli-dated Water District with above mentloned. easement, shall bethe responsibility of the developer.
Sin
ory
Frofe
rney-in act for Simba Bun
onal Consultants,Inc.
Associates
1224 Ptospect Strcat, La Jolla, CA 92037, (711) 154.3213, Talex @ 5032
Vail Spa Con tomlnlums, P:O. Box 7n, (W)) 17GC34, Vail, CO 81667
Ray
,"rt"toN REeuESr
TOWN OF VAIL
'OArl=E€F'
TUES WED THUR FRI
DATE ,f ,2t" fL
INSPECTION:
JOB NAME
MONREADY FOR
LOCATION:
AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
t] ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
E INSULATION E] POOL / H. TUB
tr SHEETROCK NAIL tr
otr
tr FINAL tr FINAL
ELECTRIGAL:
.
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL O FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
oor. 'f/d - fz lNSPEcroR
/
Town
Town
of Vail
HalL
Colorado 81657
Chet Horton
DArE 5/5/82
",o
Hand
PRotEcr Simba Run Condominiums
Box BB
1100 N. Frontage Rd,
Vai1, Colorado 81658
26 TOV
F rst Class Un ess
Othcrwise Noted
TRANSMITTED FOR
i ) APPROVAL
1 ) FINAL AF P ROVAL
1 ) CORRECiION AND RTSUBMISSION
1 I APPROVED
TRN NSMITTAL NO.
NEW SUBM ITTAL
RESU BM ITTAL
PREV. TRANS. NO.
1)
( ) APPROVED A5 NOTED
rx) FoR Yot.lR RicoRDS
F')LLO\V UP
( r_
( I PLEASE ACKNOWLEDCE RECF PT BY S CNINC TlIT DUPLICATE OF THIS TRANSMITTAL As ND]CATED AND itETURN To US FoR OUR RTCORD5.
, Hensel Phelps Constructio4 Co.
DRAWINC NO. DESCRIPT ION {ALL TEMS ENCLOSED UNLESS NO-]"EDJ
I each Chen & Assocjaqes_!-Inc_, _!_q c!.ete @rscast dared; 3/22/82. 312s/82, 3/26/82, 3/3L/82, 4/5/82,
4 /L3 /82, 4lBl3L 4/ 16 / 82. 4/ Le / 82E4122192_
ORIOINATOR
NO COP E5
REMARK5
rHE FAtsR CATOR HAs RIQUISTED TFIAT--COP ES BE RETUIINED. PLEASE RETt]RN DRAWINGS (VIA oUR oFFIcE)
1D RECT I TO
l'\otc 1: fabric.rr., ! mrnLr'3d-rer s reprcscnt,rtlves: Approval cf the mater al tr:nsm ited hereby, whether by in. Contracior, the Ov,,ner or the Owner'sA!lhorrz.C AAent, shal unCer n..mcnis or ourchase asrcemeni for qu.lr ry, quanifty, fi.ish, .limension, des sn, conf-iguration or-mairufacturer noi srra .rin-ifpiouit ."nitiirt" u...rr-tance by th€ Conir.clof of anv rneihod, rnater;l or equ pment not ultimately acceptablc 1o the Owner or the Owner's Author;zcd Aeent.. -
HENSE! PHELPS CONSTRUCTION CO
.opics.nd.rddrcs! all replies or inqu res relatvc to lhs
issuins ortice i Tim McKinney
ect Engineer
O c*,* exo Asro.,^rl
Conrultlng Englnccn
Soll and Foundetlon Englneerlng
5060 nD. t5. . OLCNWOOO SPn|HGS. COIOiADO tl50l
i
CONCRETE TESTING RESI,'LTS
Job No. 1 22,802
Job Locatlon: Simba Run, Vai.l
Dafe Cast:3/ 22/ 82
contr""tot: Hensel-phelpsSarnpled By: Cont ractol. -
l'lt. Mobile Mix
{n
OI.
Suppller's Ticket No.:
Tlne Cast : 1.0: 10
Truck No,: 163
34853-
34861
Unlt WeiS,ht
Helght
Concrete Temperature
Alr Content
Dlame ter
Air Temperature
a
ln.
oF
Shmrp
Densl ty
8L tn.
Cy I Ln de 7.
No.
Da te
Tested
Age Tested
Days
Compress ive
Strength (psi )
67 1-?O 1 187 0
68 )9 11tt,
Renarks :
Speclfled Strength:3000
693 Hensel-Phelps
Briner & Scott
JVA
L & M Professional Consultants
pst a! 28 _ days
CHEN AND ASSoCTATES, INC.
Hans Froeschle
o cxrx AxD Asio.,^t
Gomultlng Englnrcn
Soll end Foundrllon Englnccrlng
5or0 RD.154 . GLENTYOOD SPnINGS, COLOnADO lr60t
CONCRETE TESTING RESI'LTS
Job
Job
Ito.t 228,02 (Gren Job
18160 (HPCC Job
Location: Sfuba Rln.
+ltt
#)
Sanpl.ed By: Contractor Contradtort Henset Phblps '. . -.
Mlx Data:
Concrete SupplLer: M.M.M.
Batch out TtDe:
PIIYSICAL ?ROPERTIES:
Suppller's Tlcket No.
Tlme Cast: 2:00
Truch No.: 103: 34910
Unlt Weight
Helght
Concret€ TemPerature
pcf
In.
oF
z
Ln.or
Air Content
Dl ameter
Alr Temperature
Slurnp
Denslty
Jn ln.
pcf
Speclfled Strengch: - ,O0O psi at 28 * - days
CC: *=., nn"rn"
Briner & Scott, ArchJitects
JVA CHEN At{D ASSOCTATES, INC.
Hans Froeschle
Cylinder
No.
Da ae
Tes t ed
AgG Tested
Days \.-..
Compre n s ive
Strength (Psl)
69 4-L 2300
70 4-),2 4210
Remarks:
L & M Professiornl Consultants
O Gr,r* rxo Alro.,^rrl
Conrultlng Englnccn
tloll and Foundatlon Englnecrlng
5000 RD.15. . GLCI{WOOD SPilt{Gs. COIORAOO 81601
No.: 22,8A2
Locatlon: Simba Run
CONCRETE TESTINC RESI'LTS
Date Cast | 3-26-82Job
Job
Sampled By: Contractor Contractor: Hensel-PhelOs
llix Data:
Concrete Supplier:
Batch Out Tine:
PI{YSICAT PROPERTIES3
Unlt tJelght
Helght
Concrete Temperature
Mt. Mobilre Mix
pcf
{n.
oF
Suppllerrs Tlcket No.: 10030
Tltrte Cast:
lruck No.: 192
Atr Content
Dlsmet er
Alr Temperature
Sltnnp 4 3/4 ln.
Denslty pcf
z
ln.
oF
Cyl inder
No.
Da EE
Tested
Age Tested
Days
Comprers ive
Strengch (psl)
7L 4-2 7 1720.
72 4-23 2B 3180
Renarks:
Speclfled Strengthl 3000 psi ar 28 days
CC: Hensel-Phelps
Briner & Scott, Architects
JVA
L 6 I't Professional Consultants CHEN AND ASSOCIATES, INC.
Hans Froesch I e
]xrx AilD Aifocrrr:r I
Comulllng Englnocn
Soll and Foundetlon Englnacrlng
5oE0iD. t54 . GLCNWOOD SpRlf{CS, COIORADO 0r601
CONCRETE TESTING RESTJLTS
DaEe Cast i 3/3r/82Job No. t 22'802
Job Location: Sinba Run
'-"" "iocatton: =' 'Parking Structure, E1. 12616" -
.. Hix Data:
Concrete Suppller:
Batch Out Tlne:
PEYSICAI PROPERTIESI
Unlt l{eight
Helght
Concrete TeotPerature
Supplierts Tlcket No.:
Tine Cast:
10065 Truck No.: 101
ln'
op
Pcf
ln.
oP
Alr Content
Dlame t er
A1r Teoperature
psl at 2B days
Slunp
Denslty
Srz Ln .
pcf
Speclfled Strength:4000
CC: Hensel-PhelPs
Briner & Scott
L & Fl Professional Consultants CITEN AfiD ASSOCIATES! INC.
Hans Frpes!tr1€--
cvl der
No.
Da
Tes t ed
Age Tested
Days
Comp ress lve
Strength (psl)
4-7 7 24t0
74 4-28 28 3930
Remarke :
O \rrrgfi Atrg ,4rrrvr.r*rf
Conrulllng Engfncon
Soll rnd Foundatlon Englnecrlng
5080 nD. 154 . CLE'Tf,OOD SPRINGS. COLOnADo 81601
CONCRETE TESTING NXSULTS
Job No. z 22,8O2 Date Cast:4/s/ 82
Job Location: Simba Run
Sanpled By: Contractor
Locatlon: Parkirig StTucturg;'. ,-''.;
Uix Data:
Concrete Suppller: Mt.
Batch out Tlme:
P}TYS ICAI, PROPERTIES :
Unlr welghr
Helght
Concrete Temperature
Mobile Mix Suppllerrs Ticket
Time Cast: 3:50
10185 Truck No.: 196No. :
fl!
t
,tl|t
l':
Speclfled Strengthr 4000 psi at
A1r Content
Dlanet er
Alr T€rnperature
28 d aye
pcf
1n.
o3
{n.
oF
Slg*p
Denslty
21-z Ln.
pcf
CC: Hensel.PhelFs
Briner & Scott, Architects
JVA
L&lnl Professional Consultants CHEN AND ASSOCIATES, INC.
Cylinder
lio.
te
Tes t ed
Age Tested
Days
Comprens ive
Strength (ps1)
4 -17 j _ )ROn
/o ) -.)7R 4490
Remarks:
Hans Froeschle
Cxrx exo ArroctA
ottt
Cmrultlng Englnccn
Soll end Foundetlon Englneulng
5000 RO, t54 . GLEHWOOO SP$IRGS, COLOBAOO Etfol
CONCRETE TESTINC RESI'LTS
Date Cast z 4/L3/82
contractor: Hensel -Phe lps, '-':'-= Sampled By: -"Contractor (Mark Z.)
-.:-:' - j- :-:": . ,' - ;-: -Locatlon: East Building, Slab on Gtade, 13 to 20 at 130
t'llx Data:
Concrere Suppller: Mt. Mobile l{ix Suppller's Tlcket No.: 16219 Truck No.: 164
Batch Our TiEe:lLne Cast:
PHYSICAI PROPERTIES:
Unlt weight pcf Alr Content Z Slump 5 I'n'
Helght 1n. Dlaneter ln' D€nslty pcf
Concrece Tearperature o! Alr Temperature oF
Cyl inder
No.'
Date
Tes t ed
Age Teste
Days
d Compres s lve
Streng,th (psl)
'77 7 242A
78 ?a
Remarks :
Speclf ied St-ength: 3000 psl at
--2fL-
days
CC: Hsns61-Ph.1tt
Briner & Scott
JVA
L 6 l'l Professional ionsuttants CHEN AND ASSoCTATES, rNC.
Hans FroescLrle
Cx:x rxo ArroctA o?tt
Conruttlng Englnccn
Soll end Foundetlon Engtnearlng
5080 RO. r5r . cLExtooD 9pntlrcs. coLoRAoo8t60l
CONCRETE TESTING RESI'LTS
Job No. z 2?,802
Job Locatlon: Sinba Run
Sanpled By: Cont,ractor
Date Casr | 4/t3/Bz
' -j:- - -- _,:_ :-. -
--- :a{-;XLocaElon: Parking Structure, pour #4, 60 & A line
Mix Data:
Concrece Suppller: Mr. Mobile Mix Suppll.er?s Tlcket No.: LO24O Truck No.: 103.
Batch Out Tfune: T{ne Cast : 2;4A
PHYSICAL PROPERTIES:
Unit lJeight pcf Air Content Z Slurnp 4\ ttt.
Helght ln. D{ameter tn. Denslty pcf
Concrere Teorperature oF Air Temperature oF
Cyllnder
No.
Da ce
Tes t ed
Age Tested
Day s \'.Compres s lve
Strength (psl)
79 7 76qn
80 5-
Rernarks:
Speclfied Strengrh: 40qq____ psl at 28 days
CC: Hensel-Phelps
Briner & Scott
JVA
L G l"l Professional Consultants CHEN AND ASSOCIATES, INC.
Hans Froeschle
O crr* rxo Arso",^r.?
Conrultlng Engfnrcrr
Soll rnd Foundatlon Englneerlng
5080 FO. rg4 . GTEXWOOD SpRTNGS, COLORADO S160r
CONCRX,TE TESTING RXSI'LTS
Date Caet4-16-82Job No. l 22,802
Job Locatlon: Simba Run
Contractor:
Hix Da ta:
No.: 10310308 Truck
Z Slump
1n. DensltY
oF
Concrete Suppl{er:Mt.
Batch Out TlDe:
PIIYSICAL PROPERTIES:
Unl.t l{eight
Height
Concrete Temperature
l'lobile.,Mix Suppllerrs Tlcket No.:
Tine CaBci 2:15
SLz in.
Pcf l
pcf Alr Contenc
ln. DlagteteroF A1r Ternperature
strength: 4000
-
Psi ar 28 days
Remarks :
Spec 1f 1ed
CC: gun5"1
JVA
B riner
L€l"l
Phelps
G Scott
Professional Consultants CHEN AND ASSOCIATES, INC.
Hans Froesch 1e
Cylinder
No.
Date
Tes t ed
Age Tes red
Days
Compr ess ive
strength (psi)
Q1 L-)7 7 ?420
B2 5-t4 28
Cx:x exo ArrocrA?tl
Conrultlng Englnccn
Soll rnd Foundatlon Englnecrlng
s080 nD. 154 . GLENUOOD sPalt{G3. COLORAOO 01601
CONCRETE TESTING RESULTS
Job No. t 22,802
Job Locatloa3 Sinba Run
Dale Cast:4-19-82
il
s
flj
Mix Data:
Concrete Suppller: I4t.
Batch Out Tlae:
PEYSIEAI PROPESTIES:
Unlt Welght
Helght
Concrete Tenperature
Suppllerrs Tlcket No.:
Tlrne Cast: 2:30
Truck No.: 164Mobile Mix
pcf
in.
or
.f
in.
oF
ln.
Pcf
AXr Content
Dlame t er
A1r Tenperature
Slurop 3
Denslty
Cy1ln der
No.
re' Tes c ed
Age Tested
Days
Compressive
Strength (psi)
B3 4-26 7 37tO
84 s-r7 28
Remarks :
Speclf 1ed Sciengthl -19!9-------' p"1
CC: por.,"o1-ph.ilnc
Briner 6 Scott
JVA
L 6 trl Profcssional Consultants
days
CHEN AND ASSOCIATES, rNC
Hans F roe sch 1e
at 28
I cxrx rxo Arro.,^rl
Contultlng EnEln*n
Soll and Foundallon Englnecrlng
5080RD.l5,a . GLENWOOD SPnl GS. COLORADO t1601
CONCRETE TESTINC RNSUL?S
Job No. I ZZ,B02
Job Locatlon: Sinba Run
Date CaBt: 4-22-gz
. SaoPled BY: Keith w'l HP
56 line Pour #6 -
lllx Data:
Concrete Suppller: I'tt. Mobile I'tix Suppllerrs TLcket No.: 16375 Truck No.: 10L
BaEch out Tll'e: Tlne Caet: 2:20
PIIYSICAI PROPERTIES:
Unlt t{eight pcf Alr Conrenr Z Slrrnp '3 ln'
Hetght ln. Dlaoeter ln' Denslty Pcf
Concrete Temperature oF Alr TenPerature oF
Cylinder
No.
Da te
Tes ced
Age Tested
Days
. Comprensive
Strength (psi)
85 4-29 2290
B6 5-20 2g
Remarks :
Speclfled Srrength: 4000 ps1 at 28 days
CC: Hensel-Phelps
Briner 6 Scott, Architects
JVA
L&M Prof ess i-ona1 Consultants CHEN AND ASSOCIATES, INC.
l{;r rr < Fr.npc nh 'l e
,*#"toN
TOWN OF
REQUEST
VAIL
DATE
INSPECTION:
JOB NAME
CALLER
MON TUES WED THUR FRI PMAMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION i STEEL
tr FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH E EXHAUST HOODS
tr CONDUIT tr SUPPLY AIF
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
DATE
,"s#"noN REouEsr
zTOWN OF VAIL
L" r r'
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES AM PMFRIWEDTHUR
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
E
tr
tr
tr
tr
tr
FOUNDATION / STEEL tr ROUGH / D.W.V.
FRAMING tr ROUGH/WATER
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING
INSULATION tr POOL/ H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH T] EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
.tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
,*ril"toN REeuEsr
TOWN OF VAIL
CALLER
TUES
DATE
INSPECTION:
JOB NAME
MONREADY FOR
LOCATION:
PMAM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
T] UNDERGROUND
tr ROUGH / D.W.V.
T] 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
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
u
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
T] FINAL tr FINAL
E APPROVED
.CORRECTIONS:
tr DISAPPBOVED tr REINSPECTION REOUIRED
DATE INSPECTOR
DATE
,*rilE"toN REeuEsr
TOWN OF VAIL
INSPECTION:
JOB NAME
MON
CALLER
TUES WEDREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH/WATER
1-1 ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
E] INSULATION D POOL/ H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
DATE JOB NAME
READY FOR INSPEGTION:MON
CTION REOUEST
OF VAIL
lr-
CALLER
TUES WED THUR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr
tr
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELE
tr'I
trF
trC
tr-
iCTRICAL:MEGHANICAL:
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
O APPROVED
CORRECTIONS:
tr DISAPPROVED tr BEINSPECTION REQUIRED
DATE INSPECTOR
t?n"r rnlr
(JOHNSO N-VO ILAND-ARCHULETA. INC.
Consultlng E.|glneort
2305 Canyon Bouleva.d
Boulder, Colo.6do 80302
303/44+t951
To
HENSEL PHELPS CONSTRUCTION COHPANY
6385 Wert 52hd Avenue
ArvadE, Colorado SOOO2
303/42G2055
Attsntion
April 14, 1982
Simba Run
t
fl Prints
THESE ARE TRANSMITTED as checked belovt,
D For your use
C) As r€questod
! For revierr and cgmment
Reviewed and orceplion3 noted
Res1.tbmit
n
I
I
6"-u.;.r T i m
As asreed, the !Jl6X31 beams on lines 18 and 20 may be punched
4" dl er-holes. provided that the holes have a clear
di tt"n""'b"tru"n thut ot."au. th.n ot "ou"l to 6tr, "nd th"t th"
holes are h of the beam
Sigrcd Copies to
4r1 r' lZ' ir}/' //-d L v.
/-
l'4a rk C. Cormier
O Cnrx exo Argo.,^l
Coneultlng Englnccn
Soll end Foundallon Englneerlng
5030 RO 194 . GLErrwOOD SpFn{cS. COLOnADO 8160r
CONCRETE TESTING RESULTS
Job No.. 22,802 Date Cast :4/sl82
Job Location: Simba Run
Sanpled By: Contractor
. Location: Parking Strueture, Pour.#3,
Mix Data:
Concrete Suppller: Ilt.
Batch Our Tlrse:
PHYSICAT PROPERT1ES:
Unit l{elght
Helght
Concrete Temperature
ltobile lrlix Suppller's Ticket lio. :
Tlne Cast: 3:50
10183 Truck No.: 1p6
Specifled Strength:4000
Alr Cootent
Dlame c er
Air Temperature
psl at 28 days
./
{n
oF
Pcf
ln.oI
S1unp
Dens l ty
), 1^
cv1 der
lio,Tested
Age Tes ted
Davs
Comprensive
Strength {psi)
A 11 7 ? 6,9o
76 5-3 28
Remarks:
CC: tlensel -Phelps
Briner q Scott , Architects
J\TA
LGII Professional Consultants CHEN AND ASSOCIATES, INC.
llan s Frocsch I e
:
Job No. t 22,802
Crrx AND AstocrAt ot3
Cotlultlng Englncrn
Soll and Foundrtlon Englnecrlng
508{r RD. r54 . GLENWOOO SPRTNGS. COIORAOO 8i50r
CONCRETE TESTING RESI'LTS
Date Ca6t: 3/37/82
Job Locatlon: Sinba Run
Sarnpled By: ContTactor Contractor: Mt. Mobj.le Mix
Locat1on3ParkingStiucture,g1-126r(ir-.f33r6ii,EE"tb-56j':-.|:''"..1'i.'..:.1
Mix Data:
concrete suppller: suppllerts Tlcket No.: 10065 Truck No.: 101
Batch Out TLne: Time Cast:
PIfYSICAI PROPERTIES:
Unlt ldeight pcf Air Content Z Slurnp 3L"tn'
Itelght ln. Dlameter 1n. Denslty pcf
Concrete Tenperature oP A1r Teoperature oF
Cyllnder te
Tes t ed
Age Tested
Days
ComPre s s ive
Streng,th (pst)
IJ 7 2410
74 4-28 28
Renarks:
Speclfled Strength: 4000 - psl at ----3!-- dayg
CC: Hensel-PheIps
Briner I Scott
JVA
L & M Professional Consultants CHEN AND ASSOCTATES, rNC.
.- Ilans Froeschl g
I Job
Job
No.: 22,802
Locatlon: Simba Run
Cxrx AND ArsocfAr t
t3
Conrultlng Englnccn
$oll and Foundallon Englneerlng
s{rro Ro. r5r . oLErWOoo SPRrnGs. COLORAOO t1601
CONCRETE TESTING R.EST'LTS
Date Cast: 3-26-82
Contractor: Hensel-PhelPS
L
t PF -- '-.
Locatlon: East Building
lllx Da ta:
Concrete Suppller: l'tt '
Batch Ouc T&ue:
PHYSICAT PROPERTIES:
Unlr Hei8ht
llelght
Concrete Ternperacure
Ilobile l'lix Suppllerrs Tlcket No.:
T{lle Cast:
10030 Truck No.: 192
S1r-unp 4 3/ 4
Denalty
CHEN AND ASSOCTATES, rNC.
Hans Frocschl€_--
Remarke:
Speclfled Strength:
Alr Conient
Dlmeter
Alr Temperature
psl at
pcf
oF
ln.
r!-ln.
oF
3000
CC; Hensel-Phelps
Briner & Scott, Architects
JVA
L & t''t Professional Consultants
Cylinder
l{o.
Date
Tes t ed
Age Tested
Days
Comprenslve
Strength (ps1)
7L 7 17?,O
72 4-23 28
dayB
J&!!_&gf e_s p_1o_q a 1 -$g1 1,e e 1 1
P.O. Box 726
Va il.. CQ -81651--__..Attn: A1 Story
,f IC^TtON COMPACIION E MAT€RIALelow floor slabs
chen and associtrtqi, inc.
CONSULIING GEOTECHNICAL ENGINETRS
,136Ns 22,BJZ _o;y'e3Jli/u
DAILYREPORTTlcl.-Ss Cl€rT I -gar I
SUBJECT FILL OS8ERVATIC}il T TCITII{O
Sinrba [lun - Fi_ll under slab
anO shoulC ba frfl|or- of rarcl.(
ltSt-lrtu
lratttlrrr0
densit
il{lL.rt
A In our oprnr )n. lrI g.rnorcltt mostt !pacltiCatbo !| indrcal,ad Df
l{tt t,\, tsl
o In our op{rh)n l'|| J:].rl ndt fl,rrut lpoctllcallon! aa lnd]catad ut
e :y: ::.6r',.,,,:,,ne ".,,, I f3o!?q. f ryL+??#i.uun"ur*u.
!.r.1 nrnrbar ot....mpdct,on un.rr. t hand coupactoll__
rl ol plr.t lhrchnoss or rrrr .-- 6lr- --_91! --_6 C, rOOng mo,rtur. _-none -- .-.__ i
,rtdl Ptatant! crr.nru..1 lurrneo t5 a fcSv[ ol ou, olrsorvahoo r], l[ pldcornonl wo lttro ,olrod
COtlUaCtO! lO C(Jnhn!a opplyrAg ttre .e( 0ror.,irrrOoO COrnpacltyO Ollorl6nd motttutC to tno hlllrrnat rhgn cur {.Ir}{rr8r ts aot &t:sr4ng opotrhonl. Tdflf tro Oiadf Ol lhe ttll only sr
'O
naca$art lo c.lrDralo o{rr oblcrve r'5 tt dg€,noot Toff ;ibtr 610 nol lho Eolc blf|| lo,lll gl fhollia, rl|€ frlt orc(,ll glracll.ci ront ,:; ,c: Briner 6 F. Scott JVA ,'
Hensel - Phelps
i; l
lasl nrt (!r --
0l Ftll lt!1.,.1 n o!lj !pca.rh, c1,.i,$
E CiI.lt.rt|-; rn",:r'J
O lUlt t,ri'8 ttD ier !dlron rX Iral t lrrno OOrawtUon
PROGftLrll.; nEf,OlaI
Dan Berta Caine Baron
Olr:;t.itvEt1
Corrected Copy
I lOCaI l^n I est
I YPE
utPth
on
tt€vAIrotl(l..tl l-\ltt
Dr:hirt t
l^rl
)..()1
0
0.0, 14.5, Column Line N
Bottom o
slab grad 138.3
O.l, 13.9, Colunn Lines N 138.3
D.4, 1S.0. Colurm Lines N tl 138.3
ll0
r11
0.5' 12.0, Column Lines N !s_l
138. 30.0, 12.3. Colunn Lines N
IOIN tt[!o
xl.{ l}tlouc
te,l,,t
Lrar
D!||StI Y
rrpa ll
uorSfuilcolrll'.t
1!|
coltlctrol
aa)
|,J t33.7 5.5 97 silty crushecl gravc
7.5 142 .1 6.2 100 silty crushed qrav
7.5 154.8 6.2 97 silty cruslred tral,e
/.J 139,7 5.5 100
!.
si I ty crushed Ir':rve
l.J 138.0 5.2 100 silty cr'.rshcd crat,c
95% standard Proctor
'tl g't,
-L.6}l--Prof es risnal_Engln eers
-t--0---& r_ -7 ?_6--_ __--- _
-&frJo Bt6q7_
Attn: Al Story |.+r
chen and associlrtsl, inc.3es r{6. 22.,90{._oere 3/r0/82
CONSULIING GEOIECHNICAL INGINEt RS
OArLy REpOnr No- 54 $*Ef Z Or _ 2
SUBJECT F]LL OOTERYATIOX I rE|r|xo
Sirnba llun - Fill under slalr
Corrected Copy
trf itl0t!a
lOCall^}l 't;1J"" I orc
tr'ftlrr r | 1",6)
I,.rl
138.3 7.5
O In Our (rprn1 )n. lrlt gsnrr(B$r/ trrt,ott ipacllictllom ar indtcaLd !y
l0cl t,,., irl
O In Ou, orrur,.)n. ilt di.,u1 nut n,oul rpacrllcatlonf rt lnd|GaLd bf
lorl nu trl _
0l Ftll tt:t,.u n uut! spr,crtt! dt,rnr
aO.{ trtl
si lty crushed gravc
fnd rh6uto Da rf,novad o( raa.ta(
tA{tL,rr l Ofit
R C(Jt lr.!ati-r -rlr,sr J
O f lll lt|;is (rDtsrlalrcn
TICA'|ol{ COMPACTION A MAI€RIAL
t{,llboar Ol lta,ttt ||,Ov.og unrlt
nd trar|loar Ol ..armp.Ct,On unrts
t itl F|rl.r thrctnt,5s
:l Ot |od.ag morsrura
ol lll
Itr F6t t lrmc obaarYttaon
poal Fa3.n|r op.nrer': lulrnocl as a JCtu[ ol {,u] ot sorvar0n ol tr plncomonl wo haro rohod:1tu..llJo conhnu. opptrrng lrrq |,rco",tdrr0oo cornpcctivo otion.nO.o,ri,.r*-Jfn-u'i,iilfif r't*n uvt L?rr!t..ct rs not orr).r.og uporrl,onr. forii olo ,na.c o, lh€ trtl only ord 'r'caraa,t lc clrrDrdro ou. oosnrror'r lriogemcnr rolr-oarn aro n(,r rho stlt€ b.r5rf to,ll 0ll lhalt,dr ths ,rlt .rc.rts 3pacrl.Caitona:: Brin6r & F. Scott JVA. Hensel-Phelps
PSOGfrtll:, nEpoliI
Dar_B_gtLL Caine Baron Ry: S.l).
rt?iorrED rvOl,i.r'1vER
L9 M Pro f e_s_s r_94eL_ ElClIr e3f:I
I
i
l-.Q,-Lo:,-7aq_-
va i J ._ co _ef657 rarttE'rru
llll{tttri0Attn: Al Story
:AIIOft COMP^C'ION I MAI€RIAL 95% standard Proctor dens i ty
iow floor sl abs
-vibfatort com!-cto
ol Fara6
-
lhrctnb5s ol rrrr ._-_.-1.!rl
ot a.xlmg mo,ttur. -. -- . ___n-qnq
Briner I F. Scott
Hensel -Phelps
pRoqirrls:; 6gr,6,,,1 It -has .been recommcndecl
lift thicknesses to It or less.
nrosl! lpacllicrlion| ar inorcatadr ry
:
o,o,jr 6poslflclllont a0 lndralatt !y
l|,5l arrr lsJ
(tr ftll t!.-1..!f fl ij!l: Lpi.rrlt. dl,ert5
(1. Cut lr rri 1,. I rOv,Sr,,
O tull l,riiu obtur ratrcn
mat inoukt ba rtnrotd o,,ffi|' al
)Cl Pdrt trmo obraryauon
Dan Berta
chem and associirtst, inc.
CONSUTTING GEOIECHNI(jAL ENGINLTRS
O In Oe, (rlJtnr )n. lrlt gon.rrll/
litat rr.r I'il
O lo oul oprrrl,)A trl J;u! nol
JoBNo <;5uZ _. orre ilTU/87
DArtY REFofir |{o. 54
"rStt t or ?
su&,EcI ftLL oatcnv^ttofl I flttTtrro
Si nha llun - Fi. 1 I r.rndqr s 1ab _
Comected Copy
%
LOCAft^n
'
t€st
I YP6
N 6n B.G.
UEPI}I
OR
6LtvAf|on
at.aal
l)lrt
Ol:ft)r I t
-!t:l!_
138.3E.6. l_0.6. Colunn Li4gq
\ F.0- 10rL_ Column Lines
I'E.|. 12.6, Column Lines _
N 138.3
tt 138::
l38j_3
t:8..3-
118:1
I Jd . J
E.3_,, 12.6, Column Lines Nj t?
F.0. 14.1, Colurnn Lines N tl
8.6, 14.7. Colurnn Lines N lt
E.0. 9.4. Colunn Lines tt
lOt|Y
ouc
l.,,(,l
frato
FI. tutatultl
Oltrstl r
tFal I
r.Ol6trJaa
cor.l3.rtrl
GCrt.qr€r
$*l
t.J 138.9 /.J 100 silty crushed gravc
7.5 l3l.B B.l 95 ll
7.5 139.7 6.7 100 +
7.5 139.8 6.0 100 +tr tr i rr
7.5 I30.8 f . i 95
t34.2 6.4 97 rt
7.5 138.4 7.2 100 ll
'_-..!.*__
I trutnD., ot trir,tr, rr,oyrnu unttr l JD 550-{ozel r_ I
J-ro., or r r,rnpncr,on-rr^,r t o?1RAfio.*BjR;!?-t
loader,
JVA
otr::r.tivEfl
O Frrlt I
'r
i,r, oDturratrcn rtr Pdr t lrtna Obrarytlion
.ros iro--le.dgl oere
oAtLYREPOftrh|Cr. 53 ggil I -gf I
sucJEct ftLL otgERVATtOr{ I TEtTt.o
Simba Run - FiIl under slab
tnd rhould ba rrnoraO oa ,rsdr.{
3/9/ 8Jl.f,M Profe_s s,i_qn a I _ f,pg14eer_g
P.o. 8o:r_72_6_.
Vail. CO 81657
i,Lt$--Al-. story f.tmn
lCAf lot{ COMPAGItON O MAT€B|ALlow floor slabs
-. r".!. Intcinoss Ot t.ll - . _ -L-O_:
of r@rag.no,!rur. . -- --I9_!e _ -_____1.---i: -
ofr pr'..€nrr oprororrl r'r'ned 15 !
'esu*
0r aJu. ot sorvatron ilirtt ptocomont. wd rrrvorcrroda:^*lg1 ro c,nhnLo opprrrng rhs r,rco*r.,€nooo coropact,lJertorl rnd mo..urr ro .no r,rlT:l*:: i;'.::::i;-"'^:.1'i.:::'t.:'ne-:ryI19 - iuiii.. madr or rho r,' onrr srj o.erg.ry 16 c.rrbrdrg ou. oblptvo..s f,iogl.oni-i..'1-q;l;;-r;ffiilH;,iril'Jll:t O.r rtnll.dt lt€ ftlt nrorrtE Spacdrcat.o.ri la: Briner & F. Scott JVA l:;Hensel-Phelps I.
',.
nended to contractor tn reduce lift thic esses to I I or lc:;r:
and rework area of test No. 194.
Dan Berta
chen [nd a*socilrte:;, inc.
CONSUI-IING GEOTECHNICAT INGtNTTRS
$l In Our oprnr )n. trtr rlunarat|, modlr rpacllicttbor || amrcal.(l bI
td.r t,o iit - -lB9--
l9-q - -
$! lo o,rr opu,,.)n t,tt Jo$s nol ,r,o.rl rplclllclllont at l|rd|catd,,
l.!sl nd tr I
O fdl t!!lld n o!:lr sp.:i,rlr. dr..;,rr
c| C.rr.lr.:C tl I rnr,scJ
Correctcd Copy
t!
,:l
)8
)cl
rOC fr^tt rt$r
I YPE
OEPlll
oa
ELtvAlrOfa
ll.atl
Drt t
or:h5rt t
..y::.1-_
138.3
E.0, 9.4 Colunn Lines
_---_l-
8.5, 9.9 Column Lines ,l
-
8.1, 10.6 Colunn Lines :+',1F.0, 1.0.8 Column Lines
Colunn Lines N 6" B.(i,
N 6" B.G.138.3
N 6" B.G.lxL_3-
158:-3
t3B.3-
13r:1
N 6', B.G.
N tt
N tl
lo&f I---'- r--= -Or.C I lhrr"6r
l"T.l,i"
7.s llss.2
f tf,t0
aalt tmauorSlval
coxrSat
(El
cctrtcrorr*l
9B silty crrrshecl gravc
7.5 | 132.9 6.9 96 It
7.s 1152.0 10. I 95 tl
7.5 1139.2 5.9 r00
7 .S | 138.0 6.2 100
7 .S I t24.7 8.1 90
95% standa Proctor densit
was also recotn-
eCain
Otr:;altvtF
Baron
l'__l !$ e1of_9ls19!g_l_!n gUe9I!
P.0. Box 726
--Ye!-L co 816s7
Attn; 3-l Story
chen and associates, inc.
CONSULIING GEOTECHNICAL ENGINETRS
5080 ftd 154
Glenwood Springs. CO 8160 |
JoB No- -J2,892 -.--oete
--3-18,/82..--DArLy BEPoRT r.ro. 52 -sueer I or -l
SUBJECT FILL OBSERVATION & TESTING
S,rnba _Run---Elll-:rnder slabrsort t ,0ultDlItor(
tiGrNttRtttc
D ln our opinion. till generally meels specaficalions as indicated by
and should be removccl or r('vr ,r, '
test no.(s)
o In our opinion, lill does not meel spectlrcatrons as Indrcared Dy
I ow s labs ill ,/
- ltl)i
r)e and number of earth mov.ng units: - -
I ow s labs ilr, /o- - --- r
re and number ot compaction unrts: I hand conPactor
i;mbe. ol passes - lhictness ot lift -... i. ti!, .
iihod ol adding moislure: - $] ..
'iilull
!s reporl gresenls opinions lormed as a resuil ot our ooservatiin ot lill placement We have relied
lhe corltractor to continue applyrng the recommended comdhptive ellort and motslure to lhe till, nq lrmes-when our observer iS not observing operations iiTests ar(:} made ol tne lrll only aS
lrcvcd nccessa.y to calitrrate our observer's JUdgemenl T63t data are nol the sole basis lor
, nrons on whcthcr lhe trlt meets Spscrlrcaltons ,l',
:: Briner € F. Scott ,'. JVA :,i
:CIFICATION COMPACTION & MATERIAL
lesl no (s)
d Fill tesled rneets specilications
fl Conlraclor advised
tr Full time observalion )b
PROGRESS REPORT ' '^T
Parl tame observatron
was place<!_prio!to our arriva l
:
Dan Berta
I€51
NO LOCAIION
TYPE
DEPIH
OR
ELEVAIION
ll€€l)
IAAORATORY FtEr-o
SOrL TYt'EMAXIMUM
DRY
OENSITY
(pcl)
OMC
DRY
D€NSI'Y
{pcll
MO IST URE
CON''ENI
COMPAC
I ION
0
Colunn Lines E.6, l0.l N 2 ' B.G.128. B 9.0 129.6 11.7 100 :i_!ty_rgd-6 grl'';
Colunn Lines E.6, 14.5 l\tl 128.8 9.0 123.7 13.7 96 I
I Colurur Lines 8.6, 13.5 N ll 128. 8 9.0 t?2.7 14.0 95 t ll l. tl
Colunur Lines D.3, 13.4 il
N 6,'B.G,138. 3 9.0 135.2 8.7 98 Dase course
Colunn Lines D.9, 13.4 N It 138.3 9.0 135.6 8.3 98
':
APPNOVED BY
Hensel- Phelps
OBSERVEB
€
& M Professional Engineers
"0. Box 726
ril. Go. 81557
.tn: Mr.Ray Story _
JVA
'Hensel Phelps
trrtirtrrEr
.
$
n
Q In ovr upn.'on hrl o$Aorrtt/;n!.olr rpoctliollbnt ra lnalEltad !t
lorl no ttl
O In ou, Irlrrrtlon. trtt dsu5 nol rD('ol spcctttcatlont lt lndrcalad !t
lcil .ro {:l J.|d drqrrd Oa rrnoid c r!-n
t l lorh.d .r|etrfj :plctllcJt,ons
COntrrtclr)r odrtsCd
f,l Full lrnro rbtorrnl,rrn Oporl trma OD..wallOfi
FRocR..ss nooor., Five in-p1ace density tests were taken orr
. bacllfil1 qver 9r' plunb_i
Results of rno isture -dens ity relationship dcternilirtion
pcrformed on a sampled of rninus 3/4" btse course obtaittcti
at the sitS -orl- Februa ry 25. 1982 are attached,
Dan lellLg Crinc Baron/SDltfnovto tY
chtn end associatr:s, inc.
CONSULIING GEOIECHNICAL TNGINTTNS
Corrected Copy
d -t-LS,r Lqrylg {!-s_$l_
--- I
JOO NO 22,802 oAr€ i/_.vs:,__
DAILY REAOAT NO. 5I S'Cfi I OI I
suEJ€cT FrLL OSEnYAnOfl I ?UttD*t
Simba Rurr- FilI Under SIabrE l'trtxlttl
.t
t4
j6
t7
la
lttl
tYt!
O{ t l}t
on
CttlAlrOf.
ta..tl
__:a?
onY
t'ttrSrl r
(tt'l
Colunn Line 8.6, 9.1 i,N
4rBelow
Slab Grd.128. 8
gB_.j
128. 8
Colunn Line E.6, 9.7 N tl
Colunn Line E.6, 10.7 N
Colunn Line 8.6, 11.3 N ll 128. B
Column Line 8.6, 12.3 i,N 128. B
I Ont tllO
E,h'ilOr|E
It(l
ottt
of!5r, r
lr. r,
.. ... ru,rl
|-'ri l ataf.r.
corl}lcttoli*r
9.0 t23.7 i2. tl 96 ilty sandy'grrrvcl
on L?4.?11.6 96
9.0 125.4 12.6 97
9.0 r24,3 12.7 97
9.0 122 ,7 1t .7 YJ
:ltlCAllOH COTTPACTION t Mettnrer- - 95%
rrpon grftrn|t ot nront rormad at a r€r'Jtt ol ou, oOcor"at,ji:,Jf f ,r 0trcom.na Wo haro..|rrroa coaLaclot ro coarrnua acaltrcg ttrd raconrmc*cld complicitro qriort rn6 mo,rtuf t to rha i,rlt utrat rnln ,rur ootarra, |r not oD.|rrvtnq oporaltonr lbrtr oro,ndda of lho lrl ontr.rrad .r.carLrt to cal|brata our obt€rrOr.t luogor ant lorl datd .r. o.)l tha tol. garr; to,orrl oa :hatho, lha tr meal$ tgacrtrcalrotrl
' :: Briner E Scott
ng ling alqng Co Lqmrr t,irrq U,().
otrst vEtt
f'"llcnseI-Phelps_
P0 Box BB
,AZ4-
chen and associates, inc.
CONSULTING GEOTECHNICAL ENGINEERS
5080 Fd 154
Glenwood Sptings, CO 81601
JoB No 23'89?-onre --al8ll'i
DArLy BEpoRT no, 56 snerr- I or -l----
SUBJECT FILL OBSERVATTON & TESTING
Sirnba Run, Vailv4rl cQ 81657__
Attn: Iim McK i D-tlxy.
--
50[. E f0ur,tDAllofi
Ilcrtttnll6
I ESI i LOCATIQNNOi
I
I
O , aotu^n t,in*, rq.+ o ot
rYPE
OEPTH
OR
ELEVATION
(l€€t)
LABOFAIORY FTELD
SOIL IYPEI"lAXIMUM
DFY
DENSITY
(pc0
oMc
DRY
OENSITY
{pcD
MOISTURE
CONTENI
{%}
COMPAC
T ION
slab
grade 138. 3 9.0 133.3 4.9 96 R d base
2t 3 rr |' r': 1 arll o1' l{ wall TI 138.3 on 120.1 3.9 87
ll11.1 f ' f r 17.4, I0 'l: of (; I inc N tl l38. 3 9.0 96
?l (tr rr 18,7, B'E of G line N tl 138,3 9.0 131.2 4.5 95 tl
ii6 ff 'r 19.3, l2tVl of G Iine N tl 138.3 9.0 tJ4. /6.4 97 tl
2ti rr rr i9.0, 12rE of C line N 138. 5 9.0 127 .4 +.J 92 tt
lt e
i----_-
I " " 18.3, 16'|}'l of (i linc N ll 1 ?f,, 1 9.0 t23.4 a')89 tt
CIFICATION COMPACTION & MATEFIAL
Tyl .r and nLr.flber of carth movrng unrls loacicr, JD 550 lSZe_L-_helrd.drurn -
95 9o standard Proctor density
vibratinr rol Ier. hand comrractor
'yoi., ano nultr5er ol compactlon unlts
thrck ness ol lrtt 1
nat ura I
Nlrmber ol passes
Mcf hoC of a.l(rrng rnorslure
Ifrr1, r1,{ro,1 pr.,,f,( nls oprnrons lormed as at tesrJll ol ottr ohservattol'l ol ltll placemcnt. We havc relied
rjn llr{- r:rinirii{-k)r lo conlrnuc applyrn{l lhtj rc'cornmcnded colrpactive cllort and moisltlre lo the llll
rJ,,r,r q lr.r,,:, whfjfr (rrr obscrver rs nr)l obsc.vrnq operatrons Tcsts ate made ol the llll only aS
t\,r{'!r,(l l)r,r.l,s!ary 1o ca1!bra1{r our observ{jr s lu.Jgullrenl lest data are nol the sole l)ilsts lo.
i,[][r/,rr: or) \/lr(rll]1,r ltre I l{ marcls s,-1ecrfrca!r()tri;
t'I i.rn K,e I lan
txr ve tloud c she I I
Rrv Story
F tn our opinion. fill generally meets specilications as indicated by
test no.(s) 212, 214 . 2lS ' 216 -b In our opinion, till does not meet specilications as indicated by
test no.(s) _21 3,, 2L7 - 218, _ _ _ _,.- and should be removed or rewolk
tr Filt tested meels speciticalions
b Contraclor advised
n Full time observation
pRoGHEsS pEp961 FiI1 placernent and cnrnPnctinn was perfo'-tr":'-i
prior to our arrival . Contractof was advj.sed to maintai
rnoisture content closer to optimum and to rework failing
areas.
Dan Berta Caine Baron By: S.t).
tr Part time observation
OESEIlVE R APPROVE I) I] V
1(.)llcnscl -Phelps
[)0 []ox IIB
. Vail C0 816s2
Attn : Tr rn [Ic Kionep
chen and associates, inc.
OONSULTING G[O]ECHNICAL ENGINEERS
5080 Rd 154
Glcnwood Sprrngs. CO 81601
JoB NO .22,80?,-adre -1l !)i ti j
DArLy REpoRT t'to. 57
-.sHrer -.l. - or i
SUI]JLU] FILL OBSERVATION & TES1 IN(J
Sirnba Run, Vail
s0rt t foufiDAIt0ll
trI ttIRlil6
it51
NO
r_ ocA T rc f'l IESI
TYPE
OEPTH
OR
ELEVAIION
(roel)
LABOR ATORY FIEI D
solL tvP€MAXIMUM
DRY
OENSITY
(pct)
L)Mc
DRY
DENSITY
{pcl)
MOISTURE
CONT EN T
coMPAC.
lroN
3A Colurnn Lines 17.1, B'E of W r.ral1 N
5t ab
g rade 138.9.0 126.4 4.0 9I Road base
2l 7A r' rr 19. 0, l2 rL of C l ilc N t!138.9.0 t28.2
2l 8A 18. 3, l (r'ltr of G l inc N tl I?R 9.0 131,0 9-5 It
:r38 rr 'r 17.1, 8rE of l,l wall N It l38. 3 9.0 r24.4 4.5 90
JI ;B 'r rr 19.0, l2'l of C line N lt 138. 3 9.0 i 25.6 5.1 91 It
]I 7(-.tr ,. 19.0, 1l'll- ol U I jnc N 'l t5d. J 9.0 I23.6 6.5 90 tt
SPEt CIFICATION COMPACTION & MATEFIAL 95 e; standard Proctor density d In our opinion. lill generatly meets specifications as indicated by
Numher ol passes
llethr')J1 ot add rnq motslure
thr ck ness of lrlt
natural
Th ! rr,lr.)rl t)ri:s('n1:i Opr nrOnS lormed as a re:if lll O! or l( ohServatrcr Ol irll placemeflt We ha,,i e relied
.Jo thr- L.rrltrirct(l: ',r contrrrre applyrng the recornmcnded cotnpactrve elfof! and morslure lo the lill
.lrj, rlrt lr'.r.,, wlrirfr oUr ofrjc,rver rs nol ohsrjrvrnq operaltons lcsts arc madL'Ol the fill only as
t,r',.v1 ,r I f(.{'s5;rry 1,, '-alrbrale c}0r OtJscfvaI:, llr.iqr'rrcnl Iesl dala arc not tlle sole basrs lor
,)'r'lr rr): ,,r1 \,.rlr(jtll{,r llre I ll mf:rclS Spe(jrl (talt()|s
' I'i rn Kel lam
Dave tioude she 1l
Ray Story
tesl no {s) 2lE
-- -d( In our opinron, flll does nol meel specilicatrons as indicated by
lesl no {s) _21 34, 2174, ?13_B-?1 iBr__?t7s.,d rr,o,,,., be removed or r'w,)rr
tr Fill lested meets specaficattons
6 Contraclor advised
R. Fu ll trme observatton P Part time observalion
pRocRESS ouoo*-, Tests 213A & 2l3B are restests of Test ll5
taken on 4/8/82. Tests 217A. 2178. & 2l7C and retescs rrf-
Test 21.7 taken on 4/8/82. Test 218A is a retest of Tq!l_-l
taken on 4/B/82. Contractol was advi sed to increase
-moi-sture content and rework failin
Dan Berta Caine Baron Bv: S. D.
I ype and number ot earth movrnq un ts l OadCf,
r rt;Llrnt^*
t,,J If
",,t"9
ttf; ,6 a
",ltr9.td,,
g on p a c t o l JD 550 dozer, -hand-drum--
c_, c
OB SE NVE B At , 'iLrVE {l ilY
T()llctr:;cl -PheIps
l)0 ll o.x lt ll
Vrril CO 81657
,\ttn: I irn l'1.'K iqtrt y
chen and associates, inc.
CONSULTING GEOTECHN ICAL ENGINIERS
50u0 fld 154
Glenwoo(l :;Dn nos OO {.J1601
JoBN.. 22:891 ---- oo'. 4/t:/s:
DArLY REP'FT r'to. 5B
-snee,
l-, u. I
SUBJECT FILL OBSERVATION & TESI ING' Simbrr Run - Vail
s{Jit E f0uti0^llotl
ttr( rtttlltG
LABORATOFY
DRY
OENSITY
(pcf)
SOIL l YPE
tOf,Al toN
sSFrcArroN cor\,4PAclloN & M
tl , ,r'4 .1 ) tt}t' ttl carth movrng urlrts I O:ldCI,
., iblatorv rol l er. haticl corill)aL:tor1f et: ard nufrb{,r ol (.ompa.rllon unrls
thicl ness ol lrll
4 1 E q I 4 L 9 5 e; s t;urd-ir-r-il -P-ro c Lo r - del: i tE.* -
.JD 5-50 cloze r, hanc! d1u4r __.
Road ba se
D In our opinion. lill generally meets specilications as indicated by
test no.(s)
tr In our opinion, lill does not meel specalicatrons as indicated by
lest no.(s) and should be removed or rew('rk'
b Fill tested meels speci|calrons
S Conlraclor adviscd
o Full time observation CfPart lime observalion
,-- Tcsts 2138 and 217D are retests of Tests
PROGNESS REPONT ^ -.- - "
l.: u rn ber ul p:t .s4s
f,f',tt /)d i1l a.j.1rnq marrttUre na t ura I
l, t', !t t)t)tl I r,.',i,rl'. r)[r r,ror s lrrrirr:d r1, a rr::iull ol .]rrr obaarrvallon ol ltll f)l,rceo)cnl Wchaver(]lled
tr,. I rrili.rt 1r)' ,,, i-r)r,trnU{-.all)plyrn.} ltrc .(r,. r)rIr rn1'ndgl t{)rilf)a{tllv(j ollOrl itnd m(rrslur{i lO lhe llll
i,,(,fl 11!,r rr1,,,!r ()rIr oif,ijr!r'r,., {i/.t ,rt\:..rJ'ar} .rpq(.ltrOrrS liiStS arC f itds of lhc lrll o!\ly 3S
',, ir,.r, rI.\1...t,.1(f lr, r.;ilr1)/irlI orrr ,.rbr-t,rv, T ! ILi|,rI{||||(In! I',51 /l;rtir;lr{'Na}l th(} SOltl hiiS S l()r
I it,t Nctltn
I)avc tloudc shc 1l
Ray ' St ory'Dan Berta Ca ine Ba ron Bv : S ._P.._, _
APPBOVI D B\
rl
1_-- -'1 -
I
._ _..-+ -- -
I
i
I
.l,I.l
OBSE ItVE N
TL'llcn se l -Phelps
P0 Ilox BB
chen and associates, inc.
CONSULTING GEOTECHNICAL ENGINEERS
5080 Rd 154
Glenwood Spflngs CO 81601
JoB No.. ,,22 ,8-92---oete 'l /2 r / I )
59
DArLy REpoRr Ne. ---sHEEr-l- or -l
SUBJECT FILL OBSERVATION & TESTING
_ _SiJqbt_-Bu-:--Vail-
-
\iai. I CO 81657
At tn: Tim l4cKinncy
s0rt e t0uNDllr0i
tiGrlttRlllc
I F r., A r I o i.r c or,.4 p A c r I o N * r ot. n, o. -,9-.5
l-lt 1t$ S-I.9919I-41119I
CI
o In our opinion. till generally meets speciiicalions as indicated by
lcsl no (s)
D In our opinion, lill does not meet specilicatrons as indicated by
lesl no.ls) --- and slroultl be removed or rr'!v.IL ' l
E Filt lested meets specifications
F Conlraclor advised
cl Full lrme observation )fl Part time observation
Bcn Sturbaum
38'l
10,i
80
1l
a_f
' ,|:tt: anrl T[,rrbf]r of eafth movrng unrls
I ylrrf af r:J nUrnbr,r r:rf CompaCltOn untls
N r n) bL,r 0! paSS{rs
f .1e1t rod ol adrJrn.l morsture
thr.jk neSS ol ltlt
rir:..fu.tr4r'lt)f r:,(rrrl.rOpnraJnSf()rnr(rdiJ.;irreSUllOl Orjr .)bs(:rvaliOn Cf lrll pl,t()emenl Weh:rvCrolre(l: llr(- (-r-,rlrit. lor tr) (ir)frtrnul] applyrng iil{r r{:(:onrrnSndeil c()rnpactrve clfort itnd morslure lo lhe frll
r1 ,r rLrl lirlrr,t wfr{,n our ol,scrver rS nOt.)bscrvrirq opcralrons lesls are fira(lc of lhe lrll Only aS
l,' ,r'i.-(l rif', t -.,titl l(t {ralrbralr, ()t)t ()1,-,etvt't., lr/(i0enrenl Tcsl aJrla are nol lhc sole tlasrs for
tr ',, ,'r(, (,,r wlrrlll|r ll c lrll rrri]r:t:i spr.r; lrr:;rtri,rf,
T irn Kellam
l)avc Ilorrdc.shcl I
Itay Story Caine Baron Bv : S, l). -
APPBOVED BY
t ocAl lr)N TFSI
IYPE
DEPTH
OR
€LEVATION
(l6et)
LAAORATORY FIELD
sotL r Y I't.
DRY
OENSITY
(pcl)
()MC
DNY
DENSITY
(Pcf)
MOISIURE
CONTENT
(%l
COMPAC
lroN
'S x 3'l,J of NE corner of parki.ng structur N l7l'BRG 128. B 9.0 126.0 8.0 98 Silty sandy grav
'J 5 rhl 17; rBRG 128.8 on t23.2 /.6 96 ll
,irS x 6rW N 171'BRG 128. B 9.0 t26.0 6.2 98 tt
'S x 4r1{N l7l ' BRG 128. I on L25,2 6. B 9B tt
'R'GRESS
,aro,., Fi 1l rvas placed and compacted prior to ttttr'
aTrl va
O BSEf]VE F
TC) IlenscI PhcIps
P0 Box BB
----..Jail CO 81652- y,*tr.ur'rr'n
- Attrr:-..Ti.n.Mc&i^noey- - tt{GlfltlRlrlc
chen and associates, inc.
CONSULTING GEOTECHNICAL ENGINEERS
5080 Rd 154
Glenwood Springs. CO 81601
JoB No , 2?'!93-onre
----
, 51Q18 r
DAILY FEPoFT uo -iL sneer I or 2
SUEJECT FILL OBSSRVATION & TESTING
Simba Rrm - Vail
NOl.
))a
I ocATtoN tesr
TYPE
DEPTH
OR
ELEVATION
(toot)
LAAORATOFY FIELO
SOIL TYPEMAXIMUM
ORY
DENSITY
(pct)
oMc
{%}
DBY
o€NsrtY
{pctl
MOISTUFE
CONTENI
(*)
COMPAC.
TION
1q.)
F,rI.: nf co1 rrmn l ine F @ line 4.5 N
G slab
grade 124.1 9.3 121 .l 8.6 98 Silty sand & grav
I'E of colunn line F G line 7.6 N tl r24.1 9.5 125. 3 t -5 97 tt
225 5r1'l of column I ine F 0 linc 8.8 N It 124. I 9.3 123.8 6.3 96 ll
226 8'W of col trmn I inc F A line 7 .2 N tl t24.r a?127 .2 5.1 99 rl
' 11'7 6'E of colurnn line F 0linc 6.0 N It 124. r o?r32.4 8.3 100 l
i
ll
228 0 colurnn line F, 0line 4.E N tt L24.L 9.3 rra ?tt.2 92
8tE of colurnn line F 0line 4.2 N ll t24.1 9.3 II9.I qn 93 tl
IFiCATIOI.I COMPACTION & MATERIAL 95% stindard Proctor densitl_tr In our opinion. lill generally meets specifications as indicaled by
tesl no.(s)
o ln ouf oDinion. frll does not meet specifications as indicaled by
Type and nurnber
'T ype and number
ll'J m ber ol passes
l,4elhod ol add Ing
and should be removed or rewor[,'l
ot earlh moving units wh4qker
ol compaclton unrlS
4-5 lhrckness ot trfl t
na tura 1
& dbl.. drqtn-IibratqlY roll test no. (s)
0l Fill tested meets specifications
6 Contractor advised
c Full time observalron time observation
morslurg
lO Parl
Fill was placed prior to our arrival
PROGRESS REPOBT
Thrs f cDorl presr-'nls oDrn rons formed as a resull of our observatron of t ill placernent We have relieal
on lire con:ractor to conlrnue apply ng lhe recommended Co.npaclive elfort and mOislure lO the lill
durng lrrnr-,s when our observcr rs nol observrng operatrons Tests are olade ol lho fill only as
b(,tr"vr-'d neLessary lo calibrale orrr observers JUdgcmcnt Tesl data are nol lhe sole basis lor
ftprnr.lns on wllclher the lrll rnr..'{-,ts specrlrcatrons
Tim KeIlarn
Da 're lloudeshel l
Ray Story Dan Berta Caine Baron By:S.D.
APP']-VED BV
10 Hensel-Pheipg
P0 Box IIB
Vri I C0 81657
Attn : Tim McK inneY
JoB No.- 22 ,8OZ DArE -,-
5/ I ()/ ll l
chen and associates, inc.DAfLy REpoRT r\to au SHEEI " o602 or?
CONSULTING GEOTECHNICAL ENGINEERS SUEJECT FILL OBSERVATION 6 TESTING
5080 Rd 154
Glenwood SPrings. CO 81601
Simba Rrur - VaiI
sorI t t0ut{o^ll0lt
ll{6ll{ttnlflc
LOCATION
sorr TvPE
ilt san d ravel(r
228A @ colunrn line F @ Iine 4.5
8tE of column line F 0 line 4.2
.f,r,.o-,o* coMpAc.oN & MATERTAL 95% stanqerq 3r9gl9l i9!t-ity o In our oPinion, till generally
rest no.(s)
meets specifications as indicaled by
o In our oplnlon,fill does not meel specilications as indicated by
and should be removed or r(rwotrr{l
tesl no.(s)
Tvpe and nrrrnbet
I ype and n urn ber
tl u nr fie !. ol passes
i.1{.lhod Ol add Ing
.,L^^t.
ol earth movrng un115 WndCKC I-
ol compaclron unlts
th rck ness or lrll
natrral
q dbl, drun yr-bralo{L raLle
lr
mor st ure
tL Fill tested meets specilicalions
* Contractor advised
E Full time observation E Part time observalron
Fi I I \^Ia s placed prior to our arrlval' -PHOGRESS REPORT .^. .. - I
Thr.,rcirartprcs.rntsopLnronslornredasaresultolourobscrvataonoflill placemenl \{ehaverelied
(rn lhL ccrflrac!r)r to conlrnue applylng thc reconlm.inded compaclrve ellort and morslure to the lrll
dur rtrct lr,nt':j vJh(f n .JUr Observei is ;l obscrvrnq operations Tests are made ol the llll only as
Qeir{rvod rrecrrssirry tD catrDrate our obser,rers liiogemcnt Ttrst dala arc nol the sole basls lor
i l,'r,t,,ll5 r)n ,.!lrr.llrCr lrre lrll m('(]l<, sl't'Cllr'.JilOnS
Tim Ke1lam
Dave Houdeshe I I
D a., C+ ^mt
Crrx exo ArrocfAt ott
Conrultlng Englncrrr
Soll end Foundatlon Englneerlng
5010 qD. r54 . GLENWOOD SPRINGS, COLOnAOO 8i601
CONCRETE TESTING RESULTS
Job No, : 22,802
Job Locaclon: Simba Run
Sanpled By:
Locatlon:
Contractor (lvlark Z. )
East Building, Slab on
Date Cast:
Contractor:
Grade, 13 to 20 at 130
4/13/82
Hensel -Phelps
ln.
pcf
at
Pef
ln.
oF
It.
Hix Datal
Concrete Supplter: Mt.
Batcb O\tt Time:
PifiSICAI PROPERTTES:
Unlt Wel8ht
Ileight
Concrete Temperature
Mobile Mix
Speclfied Strength: ioon
CC: Hsnssl-phrltt
Briner 6 Scott
JVA
L 6 i't Professional Consultants
Suppl{erts ticket No.: 1g21g
Tlme Cast:
Alr Content Z
Dtaareter ln.
Air Ternperature oF
Truck No.: 194
Sl,rmp 5
Denslty
CHEN AND ASSOCIATES, rNC.
llan s froeschle
Cy11n der
No.
Date
Tes t ed
ABe Tested Compre:is ive
Scrength (psi)
"11 7 1d? n
3980
Remarks:
psl ,u daYs
lc*,* rxo Arro.,^r.rl
Conrulllng Englnecn
Job No. t 22,802
Job Location: S j-mba Run
Soll and Foundatlon Englneerlng
5080 RD. r54 . GLed*OOO SPRINGS. COLORAEO 81601
CONCRETE TESTING REST'LTS
Date Cast: 4/!3/82
Sampled By: Contractor Contractor: Hensel-Phelps
Location: Parking Stxucture, Pour #4, 60 & A line
llix Da ta:
Concrete Suppller: Mt. Mobile Mi.x Supplleris Tlcket No.: 10240 Truck No'': 105
Batch ouc Tirne: Tlme Cast! 2:40
?I{YSICAL PROPERTIES:
Unlc l,lelght pcf Air Content Z Slump 4L in'
Helght in. Dlametet ln' Denslty pcf
concrete Tenperacure oF Alr Tenperature oF
Cyllnder
No.
te
Tes t ed
Age Tested
Days
Compre n s ive
Strength (psl)
I>4-20 7 2650
80 ?R 477 (l
Remarks:
Speclfied Strength: 4000 Psl at 28 daya
CC: Hensei-Phelps
Briner & Scott
JVA
L G M Professional Consultants CHEN AND ASSOCIATES, INC.
Hans Ftoe.sch1e'.----
I cxrx exo Arro.,^rf
Comuhlng Engfnrcn
Soll and Foundatlon Englneerlng
3080 nD.15. . GLEXT9OOD SpRtt{GS, COLOnTDO cl60t
CONCRETE TESTING RESI'LTS
Dace Cast4-16-82
Cont rac tor r
Suppllerre Ticket No.: 10308 Truck No.: 103
Tlne CaBt: 2:15
Alr Concent
Dlamet er
Air Temperacure
Strength: 4000 * pel at 28 daye
Phe lps
& Scott
Itro fes si.onal Consult:rnrs CHSN
Z Sluap 34
ln. Denslty
%
Job No. t 22,8O2
Job Location: Sirnba Run
Sanpled By: Rob Adiens (HP)
Locatlon: Racquet Ball 54 & EE
!{1x Data:
Concrete Suppller:Mt. Mobile Mix
Batch Our TlDe:
PFYSICdI PROPERTIES:
Unlt Helght
Helght
Concrete Ternperature
1n.
pcf
pcf
1n.
oF
Cyl inder
No.
Da te
Tes r ed
Age Tested
Days
Coupressive
Strength (psl)
81 4-23 7 74?O
82 5- 14 28 4q70
Remarks:
Spec 1f led
CC: H"n5g1
JVA
B r iner
L&l"t AltD ASSoCTATES, rNC.
Hans Froeschl e
lc*r* rxo Arro.,^rrC
Conruhlng Englnrcn
Eoll rnd Foundetlon Engtnecrlng
501!0 RO.l$a . GLCXTf,OOD SPRINGS. COLOnAOO 8160r
CONCRETE TESTING RESULTS
Job No. : 22,8O2
Job Locatlon: Sinba Run
Saarpled Byr Keith (HPCCJ
Location! Parking Structure A to 56 EL 138-6
Date CeBt: 4-19-82
Cont rac t or:
l{lx Data:
1 Concrete Supplier: Mt. Mobile Mix Suppllerrs Tlcket No.: Truek No.: 194II
I fatch Out Tioe: Tlne Cast: 2130
t.. P$YSICAL PROPERTIES:
Unlt t{elght pcf Alr Content I SItmP 3 1tr.
tlelght ln. Dlaneter ln. DenEl,tY Pcf
Concrete Ternperalure olr Alr Teurperature of
Speclfled Strength: 4000 psl at 28 days
CC: g"nr"1-phelps
Briner & Scott
JVA
L & [1 Profess j-onal Corsultants CHEN AND ASSOCIATES, INC'
Hans Froesch I e
Cyl ln der
No.
Date
Tes t ed
Age Tested
Days
Conprensive
Strength (pst)
83 4-26 7 37LO
84 5-17 s200
Remarke:
I
"*r* rxo Asro.,^rr!
Gonrultlng Englnccn
Soll and Foundatlon Englneerlng
50t0 RD. t!{ r GL€HWOO0 SPFINGS. COLOftADO 8160'l
CONCRETE TESTING RESULTS
Job No. | ?Z,gO2
Job Locatlon: Sir,rba Run
Sampled Byl Keith t// HP
Locatlon: Parking Structure EL l3B-6
56 line Pour #6
Mlx Data:
Date Casr, a-?z_gz
Contractor: Hensel Phelps
I Concrete Suppller: I"tt. I{obile I'tix Suppllerrs Tlcket No.: 10S7S Truck No.: 10L
IN Batch Out Tlue: Tine Casr: 2:20
PHYSICAL PROPERTIES:
unlt l.leighr
Height
pcf Alr Content
1n. Dla$eter
Z SLump 3 tn.
ln. Denslty Pcf
CHEN AND ASSOC1ATES, rNC.
lians Frocschlt _
Concrete Ternperature olr Air Tenperature oF
Speclfled Srrength: -l!p0 psl at ?C-_ days
CC: Hensel-Phelps
Brincr fr Scott, .-\rchitects
JVA
LGII ['ro fes s ional (]onsultants
Cyllnder
No.
Date
Tes t ed
Age Tested
Days
Comp re ns ive
Strength (psi)
4-29 7 2290
oo s-20 2B 4860
Remarks:
la*rn rxo Arro.,^rrrl
Conrultlng Englneers
Soll and Foundatlon Englneerlng
5080 BO. 15...,GL€'{WOOD SPFINGS, COLOnAOO tl60l
CONCRETE TESTINC RESULTS
Job No. : 22,8A?
Job Location: Sirnba Run
Sampled By: Field Engineer(HPCC) Keith
Location: Pour #7
Date Cast: 4/29/82
Contractor:
llix Data
Con cre t e
Batch Ou
PHYSICAL
Supplier: l,lt. Mobile Mix Suppller's Tickec No.: rc422 Truck lio.: 101
t Tine:
PROPERTIES:
Tigre Cast: 2:tS
Unic W
Height
Concre
eight pcf Air Content
in, Diameter
te Tenrperature o! Air Temperature oF
Scrength: 4000 psl ar ___j_E= days
Hensel-Phelps
Briner & Scott
J\'A
l, if Il Professional Consultants
Z Slunp 3k in.
ln, Denslty Pcf
CHE}I .$TD ASSOCIATES, INC.
Remarks
Specif i
Cylinder
No.
Da te
Tes t ed
Age Tested
Days
Coup res s ive
Srrength (psi)
87 28 4244
8R ?P 43iO
-.- Harts-l".:oe5chls
Af,A
ALBEFT KNOTT & ASSOCIATES, INC.
155SOUTH ilAVAJO STFEET
DENVEN, COLORAOO E0223
(3{Xl) 698-1(xt0
AKA 1878-11.81l{ay 24, 1982
Hensel Phelps Construction Co.P. O. Box BBVail, Colcrado 81658-0929
Attention: I'lr. Richard i'laynard
RE: Simba Run Condoniniums
Gentlemen:
Enclosed is the fireproofing inspection report for work
perforned on lvlay 19, 1982.
Very truly yours,
ALBERT KNOTT q ASSOCIATES, INC.
Ri'tR:mc
cc Tin McKinney
Chet llorton
Dave Houdeshell
I ].m Kel. t an
Ray Story
L
STRUCTUFAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVEB. COLORADO 80223
(303) 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATI0N: Sinba Run JOB NO: 1878 DATE:5-19-92
flI
INSPECTOR: DefiIayne Ganow, REGULAR HRS: 6.0 oT HRS:
C0NTMCTED SERVTCES: D( eXrRA SERVTCES: PAGE 1 OF 2-_t-f-
The first inspection of appLication and thickness of MK-5
fireproofing was nade at the site. At this time most of the
naterial sprayed is along the east wall at the s'outh end. The
fireproofing was too wet to take sanples for d,ensity measure-
ments. This will be done at a Later date. Results of the thick-
ness inspection are:
1) At levels 130, L40, 150 and 160, the perrnieter bean and column
coverage is accepted in the building wall recess bounded by
lines 2, B to E, lines E, Z to 3, and. by lines S, E to B with
the provision that more fireproofing is sprayed on the top sur-
faces of the upper beam fLanges. This nay be done fron the in-
side of the building so that placement of exterior ruarl is
possible here. lfith the sarne provision coverage on the perineter
beans on line B for 3 to 5 is accepted at lerrels 130 through 160.
coverage on the colunns here and in the interior is incornplete.
STRUCIURAL ANO MECHANICAL IESTING
AKA
ALBERT KNOTT & ASSOCIATES, tNC.
155 SOUTH NAVAJO
DENVER. COLORAOO 80223
f3031 698-1050
DAILY REPORT OF: FIREPROOFING
LOCATION: Simba Run
INSPECTOR: DeWayne Ganow
JoB NO: 1878 DATE:5-19-82
REGUTAR HRS: 6.0 OT HRS:
CONTMCTED SERVICES: h1 EXTM SERVICES:PAGE 2 OF 2
2) rrl'serreral cases, vertical warl studs are placed close to
or.'against colunns. This situation was viewed by and discussed
with the vail building inspector and the Great Nort,hern Dryr+al1
superintendent" IYhere the necessary 1f'r of MK-5 can be appLied,
the studs may be left in place. otherwise, the studs nust be
reLocated far enough from the colunn to apply the fireproofing.
3) Horizontal waLl studs attached to lower beam flanges may be
fi11ed with fireproofing to protect the bearns.
4) special care should be taken to fill the void above the
upper bearn flanges and the deck,
5) rn order to conplete instalLation of the exterior r,ra11,
fireproofing of the exterior beams and colunns has been given
priority. once the wal1 is placed, inspection of fireproofing
will not be possible. consequently, good connunication between
the site and AKA is irnportant.
SIBUQTUFAL AND MECHANICAL IESTING
o
\.
', 1i'',. 1l/l t
,/r,'J '\
/l u ,/u//t \
p-/ - -'r.-'
I
..19 ,,"-L^ Ku*
)r*t t{|"4 e^V HA
v/ffi +* b47d'l;,*
o A K/+
P . G-r^*'-t/{/-q1vz_
4.-rrt,tr;wfr",;-- r-eL(*'^;I{sT&' I n ,T*-^
t^*t 6 ' wiu- tf/ *l Fl"t'Tte*t '
r
1
) uu'h
i
e
GI
E
1iT.t,r1W
1
))4
E'-/-
3
so
'* 1=r( f e
1< *--
Y\.
t\ r-
).rt
--f tr\mt
J"I F_____f
n
6J
r@
twf F/s
rtly
t>/y
?/,1
l,y/
'\ic
l'/g.tlu
| 1//
z'ly
r{v
r5/y
,"rt"toN REeuEsr
TOWN OF VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES WED THUR FRI PMAM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
'ci uruoencnouruo
E ROUGl"l / D.W.V.tr FOUNDATION / STEEL
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION
tr SHEETROCK NAIL
tr FINAL
ELEGTRICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
. EI APPROVED
COBRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIBED
DATE INSPECTOR
READY FOR INSPECTION:
JOB NAME
MON
CALLER
TUES
oCATloN: ,f r; ,1 -" ( , ,' , '
/)''2., /.-'-- /
BUILDING:UMBING:
UNDERGROUND
BOUGH / D.W.V.
O FOOTINGS / STEEL tr
tr
E
tr
tr
Ef rouruonloN / srEEL
tr FRAMING ROUGH / WATER
O INSULATION
tr SHEETROCK
GAS PIPING
NAIL POOL / H, TUB
tr D
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICALI
tr HEATING
tr FOUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
O FINAL N FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR'
I
INSPECTION. TOWN OF'.:'- - ;.-)
REQUEST
VAIL
DATE
READY FOR
LOCATION:
')
JOB NAME
-
\ / '1
,,i>" (r't"..
CALLER
BUILDlNG:
N FOOTINGS / STEEL
PLUMBlNG:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr BOUGH / WATER
tr FOUNDATION / STEEL
N FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
E
tr FINAL
MECHANIGAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
D
tr FINAL
;PF*u"
i/connecrrorus:
N DISAPPROVED N REINSPECTION REQUIRED
.z.j -DATE INSPECTOR
x )l )H l t liN( ; I Nti t.l I i I r..( i Q lxst I t ; I :\ r..'t's, I NC.
N 3rrcclrinrictrl rrrxl clcctl'icirl _ ------'1
March 30, 1982
Tjm Kel larq Briner/Scott Archj tects.l43 East Meadow Drive
Vai1, Colorado 81657
Re: Review of F'ire Protection Systems on
Simba Run: Meeting in Town Council Chamberswith the following present: Steve Patterson, TOV Building Official;
Mike McGee, Vail Fire Department; Tom Briner, Gary Swetish and Tim Kel'l am,Briner/Scott Architects; Ray Story, L&M Professional Consultants;
Dav'id yoder, yoder Engineering consultants
Dear Tim:
My April 6, l98l letter to Jerry Dixon of Briner/Scott Archjtects detailing
changes requested by the Vail Fire Department to our design development
Drawings is hereby modified as follows:
Item l. East and North Buildings: De't ete requirements for hose packs,fittings, nozzles, and mjscellaneous hand-camied professionalfire fighting items.
Item 2. East Buiiding: Stairtowers 1,2,3 and 4 are to be wet stand-pipes with fire department vaives on1y. Standpipes may be
combined with automatic sprinkler system covering all corridors,
common areas, and the amenities area,
Item 3. East Building: A fire separation section is required. SeeArchitectural information for details.
Item 4. Parking Garage: All levels of parking garage shall be auto-
matical1y sprinkled. several options are available. Mike MeGee
suggested the following as the ieast costly:
1',,^lrfrJ t' \
\/\,\Pl-
Mountain Haus, Unit 2
Vail. Colorado 81657
A. Delete heat detection.B. Use conventional sprinkler systemC, Provide refrigerated air dryer on
layout and coverage
system air compressor.i ntakeD. Provide puii stations and alarm horns
.Item 5. East Building: Revjsed 8" combined fire and domestic water
service to East Building from 8" ma'i n on North Frontage Road was
. reviewed and approved by Mike McGee. Also, Mr. McGee approvedslight relocation of hydrant located just to the west edge of mainentry drive to East Buildinq.
125 North Eighrh Srreet
Crand Junction, Colorado 81501 . 303-245-0148
292 E. Meadow Drive. 303-476-2091
)'ol )lilt I.lN(;lNlilitil\'(; li)NSUt.t.\\"1's, tNC.
N rrrci'lrirrricirl rurrl clcctrical
-
--=.'1
Tim Kellam
Simba Run Fire Protection
March 30, ]982
Page 2
Item 6. Fire Alarm System: Fire alarm system is to remain as presently
designed with both heat and smoke detection in each condo unit
and voice communication capabif ity.
Item 7. Mike McGee approved the deletion of the fire hydrant at the
south-west corner of Lionsrjdge Loop and the parking garage
entrance drive. Mr. McGee stated that the approximate B0'
back 1ay from an existing hydrant on the north side of Lions-
ridge Loop could be handled satisfactorjly by a triple turn of
the second responding pumper.
Item 8. Fire Alarm System Building Separation: Mr. McGee requested
verification that the West and North Build'ings will alarm to the
station with separate signals to avoid response delay to the
correct building. This has been accomplished.
Item 9. Fire Service for the Parking Garage will be taken from the north
end of the North Building in the lower equ'i pment room as originally
shown on the DD Drawings.
I believe this covers all the items discussed. At Steve Patterson's direction,this report has been compiled and will be distributed to all firms or officialspresent. Each is asked to carefully review the statements made in this report
and if in agreement to please so indicate by initialling or otherwise identifying
written agreement and forwarding a copy back to Briner/Scott's offices.
Thank you for your patience and cooperation.
Yode
DLY/e i
cc: Mike McGee, Vail Fire Department
Steve Patterson, Town of Vail
Ray Story, L&M Professional Consultants
125 North Eighth Street
Grand Junction, Colorado 81501 . 303-245-0148
Mountain Haus, Unit 2
Vail. Colorado 81657
292 E. Meadow Drivc. 303-476-2091
David L.
DATE
t
PElNs CTION
TOWN OF
REQUEST
VAIL
NAME
"irrr* l1-.. u {_n..t' ,
READY FOR
LOCATION:
INSPECTION:
(, .! .l d..t- .,
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O FOUNDATION / STEEL
tr UNDERGBOUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
tr INSULATION
tr SHEETROCK
tr GAS PIPING
NAIL
tr
tr FINAL n inr.tnld-
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
F RoUGH tr EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
D tr
tr F,}NAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED D REINSPECTION REQUIRED
1 a f f-tg41E uf - --/ ./ -4 t , 1NSpECTOR
l
PE CTION
TOWN OF
REQUEST
VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
@
/t)
/,
CALLER
TUES WED THUR FRI
i. l-.
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
T] UNDERGROUND
tr BOUGH / D.W.V,tr FOUNDATION / STEEL
D FRAMING tr BOUGH / WATER
N INSULATION
tr SHEETROCK
tr GAS PIPING
NAIL T] POOL / H. TUB
tr tr
trtr FINAL FINAL
ELECTRIGAL:
T] TEMP. POWEH
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
N SUPPLY AIB
tr
E FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
sslE ,.'7 * *" 2 - ,{li-- rNSpEcroR
t
SPE\
DATE
INSPECTION:
JOB NAME
MON
i'l
CALLER /a/'l
TUES WED
CTION REQUEST'...
TOWN OF VAIL
THURREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W,V.
tr ROUGH / WATERtr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL/ H. TUB
tr tr
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWEB
MEGHANICAL:
tr HEATING
tr ROUGH N EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
n
tr FINAL tr FINAL
APPROVED
)RRECTIONS:
tr DISAPPROVED D REINSPECTION REQUIRED
I.DATE INSPECTOR
DATE
-
INSPECTION
TOWN OF
' ./ ..',,*''. )'
REQUEST
VAIL
l
JOB NAME
CALLER
READY FOR
LOCATION:
INSPECTION:ruEs"-'weo THUR !. AM PMFRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
D FRAMING
tr INSULATION tr GAS PIPING
D SHEETROCK NAIL I] POOL / H. TUB
A'-aZ'"'-"-":':{
tr FINAL
ELECTRICAL:
O TEMP. POWER tr HEATING
tr EXHAUST HOODS
N CONDUIT T] SUPPLY AIR
tr FINAL
PROVED
CORRECTIONS:
N DISAPPROVED tr REINSPECTION REQUIRED i
INSPECTORDATE7-,e
I
DATE
I
INSPE CTION REQUEST
TOWN OF VAIL
€r*-7r4 7,?
CALLER
READY FOR INSPECTION:MoN 6iles.}1fffi-} rnun FRI -.AM-' PM
LoCATIoN: EEtl / fO ' ? e-a t.r rt."-.c
V/6-/--JOB NAME
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL -
tr UNDERGROUND
tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL O POOL / H. TUB -
tr FINAL tr FINAL
ELECTRICAL:
T] TEMP. POWER E] HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
g.Ar*{t tr FINAL
OVED
CORRECTIONS:
N DISAPPROVED tr REINSPECTION REOUIRED
DATE /,--7";/-,,.2."-.INSPECTOR
March 15, 1982
bfingfiifCOtt Steve Patterson
architects i*:t.?'i:f ins orricial
143 e rneadow dr. P.0. Box 100
iSSiTiB83b.g vair, cororado 81657
RE: Sl|{BA RUN CONDOHINIUMS
Dear S teve,
For my records I am writing to verify our understanding of your
requ i rements on the exterior sheathing. lt is my understanding
that the exterior wal I assembly shall be constructed as fol lows:
(see appendix l) I x 5 V-groove pine siding on 5/8't Type'tX'l
exterior Gypsum Sheathing on 5tt20 ga. structural rrcrr metal studs
@ 24'r c.c. with Rl 9 fiberglass batt insulation, l/2, Type ,Xtl
Drywal I at interior surface.
It is our understand ing that we are in compl iance. lf not, please
contact our off ice.
S i ncerel y,
T)*KAl-
Tim Kel lam
Project Arch itect
TK/d ka
cc: Ray Story
Tim McK i nney
*
-tt
INSPE REQUEST
VAIL
ONNOFcil
TOW
JOB NAME
MON
CALLER
THURREADY FOB INSPECTION:
LOCATION:
tr FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
tr GAS PIPING
tr POOL / H. TUB
ELECTRIC qL:
tr TEMP. FOWER tr HEATING
ROUGH N EXHAUST HOODS
tr CONDUIT _tr SUPPLY AIR
tr FINAL tr FINAL
APPROVED
CORRECTIONS:
C] DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
l_
DATE
,*#"toN
TOWN OF
REOUEST
VAIL
I Joe Nnfiae 1--r,,' 1* *
READY FOR INSPECTION:
LOCATION:
THUR FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W,V.
B ROUGH / WATER
D FOUNDATION / STEEL
tr FRAMING
tr
tr
tr
lNsuLATtoN ___._.___-tr GAS PIPING
SHEETROCK NAIL tr POOL / H. TUB
tr FINAL tr FINAL
ELE
ur
tsp
trc
tr_
CTRIGAL:MECHANICAL:
TEMP. POWER tr HEATING
ROUGH o
tr
tr
EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
APPROVED
COBRECTIONS:
tr DISAPPROVED D REINSPECTION REQUIRED
INSPECTOR
I
INSPE CTION
TOWN OF
REQUEST
VAIL
DATE ?'2't',F"2
READY FOR INSPECTION:,ur. G) r"r,
JOB NAME
MON
CALLER
FRI
LOCATION: lt'<tF {da r'tzz'*t 2ra ? zrr-r
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
Hr"o.*c*ou*o
N ROUGH / D.W.V.
T] BOUGH / WATERtr FRAMING
tr. INSULATION
tr.SHEETROCK
tr GAS PIPING
NAIL tr POOL / H. TUB
tr,.FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
flMt tr FINAL
'$Tpaoveo
ORRECTIONS:
tr DISAPPROVED N REINSPECTION REQUIRED
CTIONS
TNSPECTO{-'_
19 Ltilil P rol cllLol,gl
i'.0. llox 726
- I:ti g inccr:l
tlcncn anG assoclatrls, lnc.
CONSULIING CEOIECHNICAL ENGINtt NS
J6sN6 -32.802 sag 2/22/82
o^lLY REPORT m.l5-rlEt--l-a 1
suaJEcr FttL o!8aRv^nofl a ?ttrlro
Simba Run
and drorll !a trrior- c rg
fl Pu,l hma oDr.Drtldl
\/ail, (lo. fll{rI'7
At trr: tr'lr. Rav Storv
tc.t L3a!!ar6
td!tntlltc0
srrcrrrc^rror. crJ'.rp^crroh r, MAr r,rAL ?it.,. ti'.':,9t:d_ I-11.9:-!-91 9:l:il{--
If or r o rl(l'r'b., ol atrlh m(r ng urrrtt
f tpa and numD.' Ol Co,nolct'on unrtr
_-- lfirCNr,t rr i/l lrll
mOrtlu.t -.
i.8
l:-8
t.B
L._9
t.8
Xl tn orrr op,'.'orr I'rl 0rrnor{{t ,ncolr rPacrtlcalbol at laOi;|tld ft
tort no rrl -16Q, .1.6-t1 : -l!l
-fl In o(rr 0t)rrofr. lrll duu) nol rt|r'ot spactllcalbm l|lndi||.d !t
tcrt tr(, l:l l-61' I {-tS
(l fttl l(':.tr.(t .trcul.; : pfCrlrC.ll,oi\s
tr-/.-
tr irrnh, ol parLl
u.rho(' ot xl(l|n0
(IConll.rct{)r odr ricd
O fvll l,nto ( bt0.\,ll'r,rr
tnr: rop<, *a'rar,rr,,rU,r,,,r., )lrn,'irad aL .e!,,t| (,1 trrrt obssrvdtrOn rrl lr|| (rr.t(:omont lA,r|' htto InfuUd
o.l tM c(nllltl or lo co,tt',rua .ppty.ng tttd t a( {rrl rr|rot r(tod ( ontpoc lr,€ c I lut t ..nd mortlur b ro lho lltlovf.^g tutlal lhatn )q, (/b3arvar rl nol (rlrlgtrr^g opotaltont ro t dru Inadt ol lhc trll o?lly 8tbalarad .acrtlttY to tal't)tala (ru, (rb5dlyeII ludgrmant Id3l Otl.t atc '|ol tha rolr batt! lol
oFn ().rr on rhllho, lrra lr|| rr,eots t9a€rl,cdtron:
cc : Bri lrc r [r Scott
.J V,'\
llnr, qr' l-LrhnI 'rc
PnOGntlig nIpottI -f,91!allqt0r was lrlvi qod to rpmnrro ,A-l.7rr nt'
saturatcd structur' 1 fill in test locations 162 and 163.
Frank Quinn
I t ,5 at rrc, Lio.l Lrmlrs
11.1 at I).5 [.inc,
l, irrc, (io I trrrrlr s
1{).5 at
13.5 at L irr<:, (io I urnns
ta Sr
lYpt
o{tlH
oa
lrCYAlrOt
lr..rl
onY
CtlrsrIt
tP. tl
N
It lrcr.ow
(iradc tz8.
N ll 128.
N ll 128.
N tl I 28.
N tl 128,
loltY tlro
Etrrlocc
I ttl
ollr
O(r{5r, I . r. ! ttaa
r,rrar I ItJllr
ccsrclalItl
9.0 1 1'1 |ll.1 99 Silty sandy gravc
9.0 t22.6 t2.5 95 tl
9.0 t1't I t4.7 9r ll
9.0 115.2 17.6 88.
9.0 1 2-5. 4 11. 4 97 tt
Cai.ne Baron/HF
0lJst. vI ll
rdirl'l P rp {'c si_L(lrt !r_1.
1,.(). Irg!_i=(r
\t t tr : i.lr'. ltay S.LeIy-__
ralcAllorl
wi3' -4 t-rb+aET|LDXTH
H qffi$ W chen and associates, inc.
ffi coNSuLTlNc GrortcHNtcAL ENGtNrrns
tallt a ttltGrntll
rnalillrrrr
tJ. 5 irt 1l .5 Col urnn [,i rrcs
r l3
D.I at 14.5, _Colunrr l.irrcs
Sff C tl tClT tOrr CrJr.rPACltOrt I MAIl rtrAL -951; 5 t-a1t1ir-rd -l,-,,-:+..
-(!L-rLJ-r_LI__-o
lypr lnd n Jrnbar ol at,th lrl()rr g unrlr
I trx and numbt. ol Compaalrun tJnrlJ
- lhrClnc!S r)l tilt
morllutl
lh'1 rgaO{'t pfar{r'r: t\r'f.to.,t , r', rnQ.7 a! a,c!,,rt (,r {/rr.(Jbi0rvdrron (rr t'I trrd(ontonr wflhotrferr0d.). Ina COnlra(trJ, tO conlrn!/a af)ptyrn0 lfru lo(.rIrrfi\O|dod cOfirp6crrr0 cllr'|lt ,tnd mOrtl\,rU t() tho ltlldslr^o lrnor rhon.r!,| obrarvgf tt n.Jt ()tj,,utrrnE ol)otalront Tottt.rrrJ nr,rdr ol lho l1l, ont' s3talartd .|.a,al3tfy'to crtrDrtto oot orr5ort(Jr: l,/{tgomgnt to oal,r tto n(.)l lha tolr tjalr, loaoor|lt(Ft On shothot lhr lt|l nreotl rrracrt,catrorrt
cc: lJrincr & Ir. Scott
,lvA
llcrrscl-Pholp..;
otY
a ttrsr I r
{t( 4
!AtlOltA
C#.,rt trmr ootattattm
c rccomnend that naterial
Jss lrs- 22,802 s;y.s 2/24/s2
D^rLY REPORT rp..46 Cr€t-l-C I
suEJECr frrl O8€AYA?rCril a ?t!?tr€
Simba Run
1 28.
128.
128. 8
fl ln o.rr op,r,ron. lrrl 0.rnor.t|ty mcolr tpGtllcalba[ at ldt:tlrd !t
a
torProc
l6it no (rt - - 167-
F lfi O.rr ()prrt'On. l,ll du.rs dol ,rrrjot Sp.Cllcllloru It Inoi:.t d Dt
tcst no l:l - 165 itnd 166
HumDor ol oatLr
\t.li(}d c,l add|no
(l ftll lc:t('d nroolj rpcCrlC.ll'ons
OxConlr.rclr)t od!rlcd
O f ull trnlo (Dtlrr\dl'r'n
and r|rdrlal b tlnart c rrro.
be reworked andPnocnrlis nc'onr [v
dricd closer to optimun noisture content and retested befo
placing additional fill
Fran Quinn
Ot Jf f lvt It tthOuEDay
I(r(t
2'llclow
Slab Cr.
IIrtiei-'
S l lb Gr'.
IOltt traro
ll trtlorc
l}il
Ottr
DfH5r, t ., '.!ltalr,er.l arJl
GI
oormc?ErItr
9.0 120.0 14.1 YJ Silty sandy grave
9.0 119. 4 15.1 93 ll
9.0 I 2l'. 9 t2.9 98 tt
;Ei';I
td Gll--P:sfqssion_a I flngincels
l,- O. Rox 7_20
\/eil, Co R165f_
At tn: Mr'. Ray Storv
chen end associatr:s, inc.o^rry REFORT r,ro. 45 fr€t I , d
16s Ne 22.802 61;! .
CONSULIING GEOIECHNIC'IT ENOINITNS , :.s,,,iid,|;:.iii+,.,,'
SUSJGCT fILL CSCRYAIIO$I
' 'T!'IIOSinba Run :'t..:,".
Irt r nEufE|
lioril,attl
tlttfo
-.o
t oc a lroi
o^Y( trr5ttr
txD
rt6t
,YPI
Column Lines 128. B
ines 128. B
1()2 2 trt 14,5 Columlr Li ncs 128. 8
sPt cr, rcAllorr c o r, p A C I t o N I M A I r n I A L -91
e; S_t_Al d_.r fc1_ P_fo_c_!_qL4e n !-f !,y--f,l In Oul op,r"On. l||l o.rno ru||t -.ndott ri
D.5 at 11.5
13
.-rllc.tbor || lrSi3rtrt t
foif no {:t - -!6-2---
dl In orrt op{ron. lrlt dorr5 nol In('ot spactlrcdb'|l .r hd-rlrt !t
Itpa a^d rfrrnoa,
f tpa t'rd nembal
t{umDar of prlLl
uqrhod ol aatdho
ol atr th tnotrng untlI
Ol Comp|(l,on unrlr
lntct nrtl ut t,lt
morSluta
resl ntl r:l ---106-gqd. 16.1 anat rtrarE E rthcaa a rF
fl frll lcrlt.d .ncolj !pccrlrc.rl,ons
qcont.,rctr)r odvrtcd
O f ult trnro ( bt.r'tit'('n cr\Pu I t trrna ooaartrlloal
placingadditional fill. ^
Fran 'Quinn
ln,1 r39416 p1313nt\ og.At}nt l.rj t'|ad et a,et.Jlt Ul ur/, Obsgtvdlron r.rt l,ll IJtncomonl Wrlh0vo.otr(ru(h In' cmllaclct lo conhnlta applytog the.ocrJnrmor'dGd ccrmplctrro cf lr)rt .nd mo, ,rb to tnc ftlloufrtlg lunar thon 'fut oblatvat rl nol otrlr.rrng oporllronr Torlt uro .ndda ol lho lrll ontt !1h{arro nac.'ur ry r., carrbrrlo orrr obs.,rvo. I iudgomrnr loSr oard a(o ,ror Ina rota barr! tol@r'l.oat on lhothct lha lrtt meOtl ipaCrtrcat,o,rr
cc: Briner G f. Scott
JVA
llensel -phelps
Donr:Drce ,'c6,.'rr? Wc recomrnend that material be reworked and
dried closer to optimum rngisture content and'i6fd5tid jbefbr
2'Below
Slab Gr.
II'iTetiw
Slab Cr.
ot 5t.fiVf H
. 'iit; _:'
ro L&i{'Pro{e1.s_l-9lgl _!1C1n9eI:
n.(). Box J2_9__
Vail, C0 81657
-.-GIY chen end associatr:s, irlc.
t!!E I coNsutIrNG cEoTECHNrcAL ENGrNtLns
16sN6. 22,q!2 o^te 2/25/82
o^rlv RCFoRT io.-4J-tff--L-d -.L,suEJCCt Fru. C:dAtn| I ttaru[
.J
R In o,r up,i,,orr lrrt 0'rrpr.rtrt ,n!.stt tpacrftolllona f irta*fU O'1
toit .,t., rsl -iq5A',- 1961:-169
fl In O'.,r (ri)rr',ol|. trit rlqu> rrot ,r'ot gpactlrcallona O hO*alad D|l
tcst no l:, -.-- l6-8
n Fttt trlt(,d,Trculr | !jca't,a-ll,OnS
E CCnl..lclirr orrtlsdd
Cl fult l,nru ( Oldr\.tlri,n ll Purr trma o!|a.urdot
pnocgl.ss ftf polir A lanp l-e of base course material was obtaine,
for mois_ture-dens:i!1 Jslationship deternination. Tests 165'
and 166_1 ale rctcsts of locations tested on 2/24182-
tllfratr
trtttt,ttta
I MAI r.RrAL .95% standard Proctor dens ity5Pf Ctf lCAf lOh CCJT.IPACItON
b e 1or,i floor slabs
1 loarlcr, I JD 550 dozcr, I hand aa5 tttoJl' !, rtDd r,rrttItpr mo rurrno.rr
ftpa rAld nuarb.,
llu,ntat ol Farat
rr.rhod ot r.tdng
ol llrtn movrng unrlt
ol coarpacl,on unrtt
.lnrClr)crt
mortlura _- _,,I.o.ng
doubl o. d rurn vibratori lofl-er -
I tland- eqmpaLcjgl____._
-r,,rr --Bl!---.r2|
rhrl lapln plarortlt ()prn,(Jft ! l(r, rn6d dt r re 5.Jrt ol oot obsotvahon ol f,ll pldcomont wo||610retuuoon In' cotllllclc, lo contrrr.,r .ppltrng lhd Ircrrr,rndardod complclry.r ollo,l rnd tnorllsfb to tno lrltostrng lrnal s''on .lu( oorrrrerf '| not or.,5.rr *rrg opotrtront Tcltr ore mrda o, rha lrr! onty 6D.lard ,lEfrrary.to catrDrtto our obs.r,vrrr.: l,rogornrnt. rsrl oala tto not lha tota bar€ lo,OFntOar| OA rnoth€r Int LI meott JrracrtrCdtrorrr
cc: Briner 6 F. Scott
HenseI-Phelps
r\t tn:
Itttro !oca I roaa la SltrtS
D€PI||
OR
tr'avAtrOar
ab.al
_-_::=
olrt
t fnSrl r
-\D. 5. ll .5 Col um4 l,ines N 2\I B,G.128. B
D.S. 13.2 Colunn Lines N It 128.8
1.0 3 t),2. 9.S eolumn l,ines N 2' B.G.128.8
I (,e ).5 13.0 CoIumn l.incs tt 135.3
tOrll lItO
nttforc
rbl
OHY
O,f..5r. I
.. r.r naa
r.rJrl llll|r'
30ria€llrtll
9.0 122.1 12.8 95 siltv sandv sfave I
-*---
tt lr9.0 I23.2 II,9 96
9.0 r16.7 I6. 5 91
8. t t29.6 8.I 96 Base Course
.tvA
Dan
re l eM lIoJess.rana_1_il]Iainsers ___
t'}.0. Box 726
Vail- C0 81657
_ {!!!i Al Story
- -
='r---EtU r rI ffrA ts chen and associatr:s, idc.
L-Z T CONSULTING GEOTTCHNICAL TNGINI.iRSTT-Ir
laanrtl
Itatttttara
IOAXO 22'802 *DAIE Ii..u/o'1.
oA|LYR€FORTI.O.48 D+tT I d----i-
sulJEct F|LL oscnu^noil 3 ?l|Tno
spt crncllroh corrpAc r roN l MA r r fi rAL ..9 L-slllrl-i.4
bclow floor slabs
Proctor dens ity
TADJII'
O In o,r up,..,on l,rl 0dn!rsIt .ncotl tpactllcatloat I il5i:ald !t
I
16'l nc |ri - -- .
In ovr alpr"'orr llrl (ru.r) ,1ol uir'ol lpaCtftC|||lo,rt aa lt|dEaaad !'.o lcrl nu {:l rftl al|c|S !. norl r rn er t pa-tld turrnb{r ol aarlh rnorrng unrtt -I loadtrr', l.JI) 550 dozcr, 1 doubledrurn haud'vibrator5eonrprctor - -_-
TyDr faa aurnDct ot Compacliorr unrtr
IurnOar ol pattat -
Malhod ol ttklrng mgr1ji/y;
. L }rand- conpactoJ -*-
el llll _
non e
g" - L2"
l0 Ftll lcstro .trc0l., rp
lil CcnlrJct(,, n'l r5':d
O fult t'nru ( oturr.ll,l
PROGRI: SS n[. PO trT
ucrlrC,rl.OrrS
rn S Port trrna Olaawalldl
f hrt,ap!n platonll ')p'nrQn3 |rrrrflad dt l.cr,rtl .,1 ou( obsor|,dlon ot tr ptacamont Wohavo,etroom Ina COnlllclOf_tO CO.tlrriea .pptytng th., roCJfi,m6lrded COlnpACtty€ Otlo.t dnd mO,rlutb tO tno ltllo|,trng lxnal rh6n ..)qt ootttrtl || nol (rtrldryrng oporaltonr Telll nre rnado ol lha ltlt only arDallyaO ,lacaataft lo Catrtt.dta our Obs€,v!. t ludgOtnefit lort dtta ara not Ina lota balrt toaOpa.d\f oa fftth€r tht lr{ .rreota lpacrtrcdtrofircc: Brincr 6 F. Scott
llensel -Phelps
Dan Bert a Caine Baron Bv: S,D.+
ta tlro toc^ t rora If6t
I r?f
oftlx
OA
Glfv^lroa.
lh.ll
OrtY
C€tr5rl t
{0<ri
170 D. 8. 12.0 Column Lines N r B.c.135.3tI). 5, 14.0 Colunn l,ines N tt 13s .3
t72 D.3, 10.8 Colunrn Ljnes l\I B,G,i35.3
173 0.8, 13.0 Column Lines N I B.G.135-3
155.5l1a0.9, 14.0 f lol unrn Lines tl
I Oflr trrro
orcrltl
b(tr
ofN5r, I
. r,f rttl
irrlr l0ll|r'
go'il3lrarrtl
8.1 135.6 /.J 100 e Course i
8.1 L-lJ. /8.3 99 lf It
ll ll .l
-
rt tl
8.1 128.1 11.5 95
8.1 I3t.4 8.4 97
8.1 131 .3 8.8 97 tl tl
.JVA
Otr! t.f rv t rr rtmrtotf
t
rO Lt,M Prl)fss,s*janAl llnei!.ge.l'!
P o - lrnx-]2h_
.Vail. CO 81657
sP€CI'ICAIIOK COI.|PACIION I MAI T RtAL
below f,Ioor slab
chen and associatts, inc.
CONSULIING GEOITCHNICAL ENCINitRS
16s;6- 22.802. o*S 3/1-182
oltLyReFcrntrlo. rrq ent I #3-
Eu!.rGCt ttLr. SERrrAltOI 3 tllfHo
Sinrba Run - Fil.l under slabnainatEl
Ir0trlt!tta
_?.t_- r3I!94 _rl1
g c191 delat :_O ln Oe, .rp,i.,on lrrl 0t nprdl|t ,rrr.slr tpactllclllotra f irrO,afffO q
16rl n(/ til * -.n In 0lrr (rp rro.r, r,ti ou!5 rrot 1,,)ot spacttcalaona at Llo|Gl|d t
PROCAT:iS NF PO{1I
loll no l:l r.rd d|clE Da.rid Q -.Jfypl lrld n$mbar Ot tt.th rnofrng enttl
Tttt. and n|.l|nbr? ot Comptctron unrl!
I Loadcr, I .tD 550 rlozer
ftrrmDa, ol p$sar -, _-_ _: . thrchnc!t er trlt 12"
L.lho<f ol tctdrng morrt\.lo -,--!-O.nC
I nr3 ,op&n pfarlnti r)t 'nron ! l.rrtncd a t r re 5'J rl Ll our obsgrvdlton ol tll ptdcomonl WohlrofatrooO Ina COnllacl0t lO COnlrnua appttrng thd rOCiJn,rnafldod COtnp&CtrvO Oltora end ,nOrrtefO lO lhO ltlloutrng Imat fhon .:rur oo!6rra. tt not (-,1r,,.'r irog 0po,llront rgtlt oro mad{ ol lha hll onr, rltrratrd f|.aalaa.y ro crrrbraro o!r ob50rf6r t luo06tnaol l06r drtd aat nol lna lola ualrt lo,O9rl.qU OA thothat lna lrl rr,e6ts tp.c,trcdttorrr
0[ Frlt l.'rlr'(t rncul r : prcrlrC.tl,ons
Sl Ccnlr.rclt)r Ortrttdd
O Full l,rrru ( Oti||r.t|,!,n t! Pgrt trtna OD|.ftttlCl
i doulil e -drir'irr irr,La vi6ra1'oivcomp c t Q_rr . Lll a_l_rg- c'onuirc:Lqf-
cc: IJriner lj F. Scott
Ilensel-Phelps
Dan Berta
fIll
a.o I oca I rofi rt6t
IYP!
OCPIN
oa
CLTYAI |o'T
lt Cl
O,rY
c€Nstlr(tcll
IPA D.2, 9.5 Column Lines N ' B.G.158.3v
n -i IO R Colrrmn Iinr'c N tt 138.3
t7,1 D. B, i0,8 Column Lines N tl 138.3
175 D.4, 12.0 Colunn l, in es N 6" 8.6.138.3
176 D.7, 12,6 Colunn Lines tt t38.3
t77
r78
D.5, 13.9 Column Lincs N tl I38.3
D. 1, 14.3 Column Lincs tt 138.3
lOxr 'r.to EWIorc
(%!
oftt
ofn5t. I . . ,.inta
irJr I arfl|rI
grtactrlrlrtl
IJ].J rl.2 98 silty crushed grar
7q 133.7 7.6 97 ll tt il
7.5 133.6 8.8 97 tl tt
1.5 135.9 7')98 rl ll
7.5 156. r 6.6 98 it tl
7.5 I JJ , U /.5 98 t?ll
134.0 7.8 97 It ti ll
Cairie Baron By: S.D.
JVA
Otr!f f lvL ii
te LEt'l Prp f e_s_s-f_9llq1_!nCgr9_q1:
P.0, Bo:t_QQ_
\ir i l. CO 3l 657
Attn: Al Story
SPtClf lCAltON COITPACItON I MAIttitAL
.rbaxo, iz.loz 'o*te 3/IlE2
o^rLY R€FOfir lo.-{g-|}€t '' d 2_
suBJ€gr f|LL sctrAnofl r?r|TDa
Sinba Run - Fill under slab
lf El rI r r
I fril E chen rnd associates, inc.
D'Z I C0NSULT|NG GE0TICHN|CAL rNGtNtrnS
D --1 I
t-ar-aE
ItatEtttrra
!A8O,l]r
Typr rn<t a|l|rOar ot comptct,uh uftrt!
NumDar ol gttrat _- *. ..-..- ultcrnrtr ur l,lt _ _ --_-_
Uafrod ol aaldrng mo|lle.t
cc: Ilf inef ti F. Scott
llens e 1- Ph e lps
JVA
Tnrr lop4rn lXrrrnrt r)p,n.(r^! l.,rtncll a3 a rr.5,,rt r/, or,r obsarvdlton ol f'll ptdcom.nt wo hlyo tclrudofl Ina ConlrlclO, to uontrnvr applrrng ltld r0colt,r.rrot,O6d comprctrv0 olir:rt .16 ao,r,rrr, tO thO lrtldetrng rxnar rhoir ,r'r oblorear rr nor ob.)€r Jrnq op6arrront ro|lt dlo ,"o" of ,a r,ri on,y ",hlaraC .tactlrrry lo Citubrato Oe, obr.rrt.r. r ,udgomant Tolr otta ata nol lha aota Oattt lO,oF t..xr3 oat t Eth€r lha lt{ meott rpacit,cotrorrl
0 In o"r op.i,,on lrt 0rrnor.rrrt .ncotr tpaclllCallqra I L|tlU|llt t
16rl no t5)
Cl In or'r olrr,,orr. htl duur rrot ntcot ipactlrc.llo|ta aa hat*t5 Dt
test n() {:l att. altor5 Da rffi t rF }
IQ Ftll lcr.tr,o ntc(lti : pticrlr!.rl,ons
B Ccnltrrcltrr r'ltt r r: cd
O Fult l,nru r bldr\ Jt'r'n I8 P,.r I lrma ooaaftatldr
PflOGRT:;5 NFFOIiI
Dan Berta Cairle Baron By: S.D.
AttmfEott
r.t,,. ."r-,.,',' ?ii6
OIrrf" trvt tt
lI tl
rO r oca I r(r{I€6I
r rPa
ocptn
oa
E|'tYAl ro|a
lr..rl
ollv
f €isrl r
{er r)
179 D.2, 14. I Column Line N t B. (;.138.3
o I1.0, 13.2 Column Linc il '' B, G.138.3
Iril l).4, 9.5 Colunur l,ine ' tt.Lr.i38.3
I Oril AarO
orac
l!al
ottt
ofnS'. t ., r.9 t|rili.trll|l|rl
clsrcrtrItl
7.5 r34.4 8.1 97 ilty crushed grave
7.5 I33 .4 8.7 96 I tt It
7.5 I ?< q 7.9 96 tl fi tl
r.=,SJgEF;,
ro: - L6M Prqfefsjqlll hqi,rtc-qtq
I'. Q_,__Bo-x -72Q _.
\?ri t - (lO*816q7.___-_
,1r. l"n. A1 qr/\rv
__-j.+llr'Jtr.,Lvr.j-
ilEAU chen and associ:rte:i, inc.Il l\rr t-IiL: il CONSULTING GEOTECHNICAL TNGINIENS
t.frBi lrttlt
tralrtttttl
.roeruo 22.802 _0A16 3/2/82
DATLY REPofitttto._qo 6rftu_of l
SUEJEC' ?ILT OICRYATIOII I lt fn.o
Sinha llun - FiIl under slab
I I6t
rO !0cA I r/ 'tl o{rt
lX.|rit I t
u'!r I
orc
t%J
tJil r
Otk5lIv
(pal,
r.ot6luia@frr3TIT
g,fr'l
si 1t crushed ravel10.6 Column Li nes
0.2 CoI umn L ines
,PECtf ICAIION COMPACIION A MAT€NIAT
bclow floor slabs
95e; standard Proctor densitv
138.3
l1<
O In ou, oprnr )o. lr gonar.||ly moets cprlliClllOOt at indicatad !t
l.6l t'u rn)
O In O'J, oprrr',)n l.lt Jrus /'tdt tt,out
lo5l nu {5,
f Xl Fttt t",,t,,o ,roul5 spci,t,l. dl,Jr)s
rpactllcallon! .| lnd€atad t
tl tt
-{--
I tPa a|tO numbar Ot
f tpa a^d nu.nbar Ol
'lumoal ot prtrat
,:a,rr.,,,oy,nu unrri I {1, llq -4"tsl'_]_lg?*qlr__ ____I do t) I e (trum Jt:tn(l vrl)Iiltory coml)ilct( Lr'rpdcl,on ufrts t hanil c.onrpacJol__
Inrctnb!3 ot trtt 12"
Ind rhoukl I rtnord oa .Etaa
Ual,toat Ol adOng nio,rt,rr.non e
[l Cr.rr ll,rtl; ] rorr5( J
(] llll t,r;ro oD ti,r r.tt,c.l
PROGfTLS) nEPOril ---
)cl Pdlr trrna Ob ra,raliOrl
I nf r ttPoal ptaran l: oi,nror,: lr, r,r,ed t5 a ttsult ol our (rt,horvd lron ol lrtt pldcomcnl. wo hivo,ottoo)n fil conulctoa t€. c rnl In uo opptltAO lrru r rr{.ortrr ',ilrrdoo colnpaclrt olloat rnd motttu]o to lno frtl,ur|ng fuDat lhcn uur LL|,dt.et rg nOt L!:il ,'og upotlttOna. T6st3 at., m&dC Of tha ftll Only aIl.r,a{d n*altaat to cdlrordro our obs€rver'5 lldgorrunl Tort oatr rra not lha lota balra l{.r,rp|a (xr| qt xt|.||,dt ]h! lrtr rrrcqls spacr,lcatro[:
cc : Ilriner & F, Scott
llensel- PheIps
--!an*-Lerta- * --Caine Baron bv S.D,
ltnor€o It
6" B. C,
JVA
()1,:;r.it vf R
, , :*,'' .cnen eno assoctales, Inc.
CONSULIINC OEOIICHNICAT ING INTTNS
JosNo 22,802 o^re 3/3/82
DAILY REP(tRt rc. 47 arg I t I
sueJlcT frLL oBCrwAltdt | ?tlrtrF
S_!!b:t__Bul
rp.crl|crllon u lnaca5 !'
lrd atrouE Da rl||d d r-
11. tr M Prgfes-sional -Enging_crs
I.O. Box 72_6
Vaii. Co. 81657
At tn : I\lr. Ray Story
Itl|lnarr
trttrtllrla
r c r r I cA I roH c orrp^c r.oN I M^ r r R rA L _ 9 5 % _s_tjrtrrligd-.Prgq!-s{__d s !_sL!(_
o
O In our up,r'ron ltrt 0dnoro t ;n€ott tpGrllolllona aa lrfrkald ltl
lo)l no trl
[l In our (]pI"oA. lrll ouui nol nrdol
rrntar of parral
: roo ol aat{trr9
pa r/rc rLrrno., ol atrtn rnortng unrtt _
p. ItrO numOat Ol Com9acl,otr unrlr lland GOmpaetOl-_*
- 4-5
-..lhrclnerr
ut trtt
-
8t,
rnoctur. Natura l--
,r lapoal Ptrlianlt (lp'nronl lDtmad at I r€trJlt ol ou. obsg(udlron ul lrll trticamont Wo htyo r"hoolM conltlctot to conlrn|Ja apptyrng th€ .acrJ||rmo'|dod compactrve ollorl and mo'!lurt to tho f.tl,169 U.firat ltron 'rqr obtaryaa lt not obsntflng opoltlronr lotlt 4.0 mada of tha lttl only tll.t.d r|I.frtary to Calrbrrto oua obscrvor't ludgOmant. lagl d.ta ara nol Ina tota Oatrt lo?r^.drl Orl rhclhor lha I'[ meatt tpacrt,Catro.rr
cc: Ilriner fi Scott
llensel Phelps
losl nr, (." I
Flll lcttt.d ,nc0! i :pI]crlrc.llrons
conlraclr)r odr rtcd
Full I'nl$ r btrr^.t1,(rn OlPorl trrnt o!|arualloal
backfill over 8rr nlunbi8r'plunbing line along Column-Line E,6.
Ilesults of moisfure-density relationship deternrination
performed on a sampled of minus 3/4" base course obtained
j"t the site orr Februar\',22. 1982 are attached.
Dan Berta Caine Raron/SD
rtrnoYtro tt
q
R
o
talIr€lClCaIr()|(tftt
I Y9t
N
oa?tx(r'
cr lvAl lotr|l.rl
__:a?
Onv
( tRSrI r
lFrt
I (r l)
Column Line E.6. 9,1
4'Below
Siab Grd.128. 8
Colunrn Line E.6, 9.7 N 128.8
l;0 Column Line E.6, I0.7 N 128, 8
t:l Colunn Line E.6, 11.3 N It 128. 8
l;l (lolumn Linc 8.6, 12.3 N tt 128. 8
?O{Y tralo
E ?rtlorc(tu
Onl
ofN5r. t
|i..r,
.. r,' nal
r.r..l afallr|
gslct||l
Itl
9.0 1,23.7 t2.o 96 iilty sandy gravc
tt9.0 t24.2 11.6 96
9.0 t25.4 t2.6 97 tl
9.0 124.3 12.7 97 rl
9.0 122.7 11.7 95 It
OIJ5[llvt ll
r
at!a
I
tt
a
ttI
i
TI
h*
i{
.;l
',.
glAV ltl'lrlal lo llt aE tt.arrCl
GRADATTON TEST RESULTS
olavaL 4'1 f rlxo 41 f tlLT axo cLaY
LrorJao Ltrrrr % tLllriclrY lxorx
MOttlulI - tGtcGxr or EIRY 9':l6HTi0 15
oollrl I
1s%
7o
20 t5
I lo
L
6 rlo
:Ua
tlO
" t lo;
tlIllt ,oo
ao
CO't!4PACTION TEST
r..? trocrovrt ,'\s fl l i'-698
Slit!. clushed sllvel
RESULTs
Itle t hotl "C"
co}{ta€ tl ox
?,AM'Lf O/
F NOM
I rortrvrl - 0rv Otr3ttr Cu1:1|
r2l,80l otPrH
:/ )6/6:
cA-l
rOL_[ l'1 I'r'olc_s_s1o1ru_]_ l;19 I rrc_cls
I' n Daw ??/.
Ylil, Co. 81657
^ttn:
l'1r.Rav Story _--
ffi
t.Et I ttBottE
Itr!ttll!tra
,,'-,;Cffiit
chen end associatcs, inc.
CONSULIINC GEOITCHNICAL INGIN[TNS
JoE No _ 22,802 oare _s,/J3/il_
DArLYREPoarr,o. 5I agr 1. c I
SUIJCCT RLL OECNYANCTil
' 'I!TI'.OSinba Run- Fill Under Slab
acorta
sPf Ctf rCAltOhe---COf,tpACTrOf{ e gAltrrrAL _ 9.5e0 st a-n!ar..l l,ISq.Lal <lens_ity
ol at n movrng unttt ,
ol comp..l,on unrt3 I14ncl LJOrnpae t Or. , ,
In orrr up,r,,on hrt ounoru[/ m!'oti tplrflcttloat| aa lAathatd t
lsil no rs)
O In Orrr Ofirt''On. trtl (tuoi nol fllr.Ol 3pacthcalk!.tl al lnOa-d !t
lCll n'r l:l
fl Fttl lr'...lyd flrcut; : pucrIc.ll'ons
R Co n lrrrcl()r 0dvrrdd
rj Full trnto ( blor!.tl,(|n oForr rrrnc o DaarYatloat
PnoGA[SS nIPOtiI Fivc in-placc density tests were taken on
backfi.ll over'8n plunrbing line alonq Colurnn Line E.6.
llcsul t s of moisturc-denstty relations
rrcrformcd on a sarnlrlcd of minus 3/4tt base coutse obtainctl
;rt the slte_o11_fghrggrrr,.25, 1982 are attached.
T tpt rno r|rrmbrr
f yt}. l^d nurnOal
Xe h, ol patrar
l|c thod Ot tatdn{l
a,ral l|toutl !a.rtroad d r-.
- 4-5
---- lhrcrnrlr ur rrrl
.nor:,tu.r .Niit fr{. a I --_
Qrr
rntl rog<'lt prriant! ttp.nron! t.rtmcd at I rc:,rlt ol ()i). ob50f vdtron rrt t, l)titcomont wir h&rd,et,0dOn lM COrtttlctOr tO Coaftnla rpptyrng tho.ocorrrm{rr.dod romptCtt,o o t)rt dnd mOrrt!to tlr tho,rllovr,^o l.'ntt wnon.)ur obrarvar rt not attr.,u,,rnq olroraltonf Tottt oro mdda ol tho lrI rtr',y afb.larrd .acaarlry to catrbratc Ou, rrf)slrvoi., lrOgornrnt lo$ Otta il' nol tna tota barrs lurOpr^.sra OA r'|othcr lha htt mectr trfcrtrcatr()ht
cc: I] rilrer G Scott
,]VA
Ilcrrse I I)helps Dan Berta Caine Raron/Sft
Atfnor.co av
' . ,L_-_4&L
Column Linc ll.6, 9.1
Co l unrr l,i.ne [. (i
Column Line L,. 6,
Co l umrr Litrc 6, 11.3
Column Lirrc Ii .6
A I trrr Ir6t
I rgt
oa ?tH
oa
€tCVAlrOlr
lh..l
__:y
onv
{ fr.Srl t
lp(ll
4rlJelow
Slab Grd.128. B
ll 128.8
N ll 128. B
N tl 128. 8
\I tl 128. 8
lOrr tl'ro
ELfri0rc
a'tel
Ont
Oar.rsr. r
l!' t,
.. r,i tt-{isrlartl|r'
qDrlrctl!.l|lr
qn L'23 .7 12.0 96 ilty sandy crav
qn 124.2 11. 6 96 tl
Iton'l )c
^12.6
v.u
9.0
1ttt.5 12.7 97
122 ,7 tt .7 oq ll
otustfivtrt
I t9a an(t a.Urriba, ol .,orrr, rr,OftnU unrtl
Ytpa rnd lrrJsnoat O, ( 0:lrpdrt,Of' unrli
cc: Briner & F. Scott
Ilense I -Phel ps
I JI) 550 rlozct', I loaclcr,
I, d p r rb I ci tl r11 1qi !!!fiIl t o i 1-- 1,:r n rf -c-o rrrp-dt ti. l)ilnd conDt c to r
sls/82Josilo. 22,802 - oere
o^tLY REFORT l|o. lZ-ArCrr-J- C
suBJGCt Frtt otEGnY^noil I tttnr€
Simba tlun - Fill under slab
and at|o 116 ba rmord oa ,awr.
rlr, cl,.lit5
rI Pdrt lrma Obaawatiol
Contractor was advised to rework fill placed
..r1,.iIffii;.
ro' -t.Ut .lto-feS-S ienq-l . !4gi1e-e,rg
-
P.o. BoL 126__
. Vail . cQ -8-105J
ALtn: Al,:fqry_
5P€CITIC^TION COMPACIION A MAT EttIAL
bc low floor slabs
-0_-
lHmoar ol gtrtar . ..lhrchnurs ot r,rr - -- 1&'-l
O Ftll tr,;t|tt rTc!i: sp!.]
0l C.r'tract; r rn r rsr-J
O f Ull t'ri,u obtu|r!lrcaffahoal o, aOo|ag mo,rtu..
l nrt topotl PfaLnt t oil,nrq.,,- lLr msd al a r sr" I Ll uut (/l,sorvatton (il ltI pl,rcomonl wgntva,oltodon lft. conuaclol lo c ont'n,,o d ppl t'ng lhs | {r(..}|| t|,,srtdoo uornpocttyo e tiol t rnd tnortturS to the lrtldrrl.n9 lunal rnen oL,r cDtorrer rs rrot ol,tirr,rng opo(rlronr Toslt aro mada ol tha hll onty rlbalarad aacaltar, lc c.lrordrc our ob:diecr'5 ludgarnrnl rSrt orla ara not tfra rora baarr lo,oprrto.|r Oal rna[,dr.tr,s ltt .r,cutt sgacrftC.rtro||:
non c
PSOGfiL'ri ft EPOITT
glrllgj!-c-,ruirlls rviti a hand compactor. It uas also recon-
nended to_.contractor to reduce lift thicknesses to lr or les
and rewolk area of test No. 194.
Dan Berta
I qJH chen and associ:rle:i, inc.
IiL: H CONSULIING CEOIECHNICAL INGINITRSITryIq
tlaft-aH
Irttratrtra
95eo standard Proctor dens ity $l ln or.rr eprnr )n. lrtr !snorrrr/ nllolt rpaclliCttbfla at iridtCaLd !t
t.,rt r...1 i5r - --1q.9--19-q - -
In O,,lr oprr,r,)n l' .lalu! not o,out ,pc€rllCrllo0l al ladtca5 !'
lusl no (!r - 194 - -
lSalrt tOCAII^N IrS l
I YPT,
otPtn
ott
lltvAfrOtrIt ll
_. .^9-:
Fl|,
Di:h5r I t
l'!l)
190
E. 8, 9.5 Colunn Lincs N 6r'B.138,3
L, 3. 9. I Co lumn Lines N 6rt B G.138.3
l9l 0.0. 9.4 Column l,incs N 6" B, G.138.3
t92 [.5, 9,9 Colunn Lincs N 6r'8.G.138.3
193 E, l , 10,6 Column l,ines N ll IJ5. J
194 F.0, 10.8 Colunm Lines N It I38.3
oflr tlflo i
Ert t0uc
l"6l
{/li r
Ot risrtt
lpitl
uolElr.tl@IfaalFI
corraGtrotItt
7.5 ris. z .J 98 silty crushed grave
7.5 132.9 6.9 96 tt It
1.5 132 .0 10. I 95 tl ll
7.5 139.2 5.9 100 ll tl
7.5 138. 0 6.2 100 lt.tttt
7.5 r24.7 8.1 90 tt ll
Caine Baron
,,VA
OlrJr:itvEfr
.L3c-,
ro I.&[L.l)rofessional [nginccrs... __
f .0., llol J2-6__
. \1;r i I. CO 41657
At t n : Al_ 5!r, fy__ _
$altffiatul
tral!lllrrf
.16s N6 22,802 OAT€ 3/ lO/82
o^try REFoRT r,to. -5j_stIETJ_ or -t_-
sug.rEcT ftLL o3itBvATtoH I tEaT0€
Simhjl Rrrn .- FiLl under slab
rp.cillcrtbna .r ladaa5 Dy
atu rtroirld !a lrnor-| oa lator!-;;ffi, or t,,rrr. ,, "-",, ,^r, , .rD s.5o ,r;;.,- t i;;;,
||st..ttnxnb.,or,,-0o.,,.,n-.n,,,tdi"lijfi.rltiUlol'r:'tTlr:itulll-':Titt"
tau'rlDat olpart.t. _ - thrctno55 or r,rr ._ ]9'l_
5P€Crf tcArtoN coMP^CI tON t uATEntAL 95% standar-d ?r'octor density
beIow floor slabs
Ual'rd o{ aaLtrng n;o,stu.a - _ _,__ _ngnc
cc: Brinei" ti F. Scort
llense 1- Phel ps
losl n() (5) -.
0l fttl trrlr,O n'outs !puCrlt. ct'irt5
Cf Cur'trd a t,.: (1r,sc.t
Ll lUll |'r;1$ oLlul!atr0n ){) Pd.t ttma Obrartauoo
pRoGfrE:i5 nEpOl,iI .lt _has becn -e..comnended that c
lift thickncsscs to I' or .,s,'| nra 'lPoal Pf!&.rlt oit,|t\t.t'- tor lr,do l.J a rcsr.J rl o, Lur obr.rreittton ol lrll pldco{nanl wdltlyctoltodon lha coaluxloa lo c"nlrnLo appltrng lri|.| | \rc orll,,(rt rd6o cornpacltre ollo,l tatd,nottrur! lo lno lllldsrng hrn.B rh&n'u'/, cL5dr r€r r: nor .,Lrur log oporattonr. Tostt lro |Irada ol lha lrll ofily rrhaavad nl[urf t lO cdtrDrdt6 Our obsrrr,cr'5 lrOgCrntnl. fort Oelr arr nol lha tola batta lO,(rplrLolll gl $rCtlrdr I l,! lrtt n,Cutt SgOCrftC !trO|l!
Dan Berta Caine Baron By: S.D.
AltFUtorr
3aa
chen and associ:rle:i, inc.
CONSULIING OEOIECHNICAL TNGINtERS
O In oer oprnr )n. hI gdno.r||/ nrootr lpacllactlbor at in<ticatad !t
loal r,u lil
O In O,.r{ Op|lrr,)n l,ll ..t-ui ndt n,odt
tatl
rao rClC A f l|.rta rt5 r
I YPtr
OIPIH
otl
CLTVAII()li
Itial
-.11_u:
Olrt
Or:hur r
it,! | I
:.6. 10.6. Colunn i, ines N 6" B.C.138. 3
l0_-,_E _ _QSlUrnn l.!-! es N tl 13B.3
L ines N tl l38i-1
138.3
l9
20
l;.3, l2.6, Column Lines N
I',0, f 4j,12 Column Lrnes N tl l3B. 3
I1.6. 14.7. Colunn l,ines ll 138.3
L.0, _9. 4, Column Lines,_N tl 138.3
ol|Y arito
E IIllouc
l"al
(,fir
OItr5t rt
rtit)
r|or6Trta@xrt|tItl
cet'rcr|clrll
7.5 r 38.9 7.5 r00 silty crushed grave
7.5 131.8 8.I 95 ;l tt ll
7,5 139.7 6.7 100+It tl lt
7.5 139.8 6.0 100+It tl It
/.)130.8 9.1 95 tl tt lt
7.5 r34.2 6.4 97 tl tt
7.5 138 .4 ', .t 100 ll tt
,tvA
O l, :: r:fi vE fi
fO: t r,ll P'., fes S.iAnir..l-ljngAn ee T-s,
\/air, co g]l}5trl
^++,\. Al Q?^t\,f/1lLlr. rrr v\v:il
, .,::.i:ltW*ffiFl
ilSlE chen and associ;rteri, inc.
[|L:f il coNSUTITNG cEorEcHNtcAL [NGtNEtRs
EE'-
torttqtrtrl
tr0ttt!ttta
' ''r;"i - ' ' - ''--1F:"
.1ssN6. 22.802 oet: 3/10/82 -
oArLY REPOflT trt. -q3 6[*tt 2 q; 2
suB.rECr frll oltERv Tloi I ?ctTuE
Simba Run - Fill rrnder slab
j ffsl
a.O tOCa I ||.|tl rt st
I YPf
I AllL,rl
;.;,;,;'l'
C'!r I
ot nirl r
l,!rl
l|3l r'Lr {s)
O In our oprrr',rn- f'll dJdl n()r n,o,rl rpacrllcttlotrf at ladtctLd Dy
lo5l nd t5t - ..
0l Frtl lr!t(d rrosir spdcrrr!dti.ln5
0.9. Colurnn Lines
SPECrrtCArtON COMPACItoN e MAI€frrAL _.
138.3
:
Cl In oer oprnr )n. lrt ilunorclr/ mloft lpacllacatbfl af indicatd !t
-o--
Itpa and t{tnoat ol t irrrn {,Ov,ng unttl
f tga aald ndnba? ol (.onpdct,on lrnrtg
tlumDar ol palrrs
uorho.t of xtt$g
anal alrouL! !a tttror- d ragla
__ lhrcln|'5i ol Llt .-_6l Currtrdt tir rOr.sr J
D f ull (,,i,c obirrrratrc11 Ct PN,t l|'na ObtatYauoalmO'5luta
PROCfrt Sl.i nEPOtiI
lnrr rapon FrratilS cii'nrLrr'! lor.r'ed t5 atetsllt'l uut otrsorvattonot ltllpl.rcontanl Wonlrarottgdon lia eonllclof lO cr.illl'r'u6 appttrng lttu rg( (r||r.,urrduO Cornpccttyo otiott rnd mortluaolo Inc lrll{.fr,,u}3 hmaa rhcn Lu, Qrrslt tol 13 not oLlur rrng oporatronr. Ts:t! rro ma6a ol tha trll onlt rsDahaural ntatraat to cdrrbrdru o\r. obSnrvc. ) ,udgantant rccl dalr rra not lha aota ba$r loJupdr.Otll Oat rlrctlrdrrt r'! trll rr,cutr SpaC rlrc irtrons
cc: Briner & F. Scott .JVA
I lcn se I - Phe lPs
Bert a
|rot6||nl@|rlgttt
E . ttrfa
ilty crushed grave7.5
Dan. _
OtJ::r:fiyER
t
P.O. Box 726
V;,i1. CO 3J6SJ___
Attn: Al Story
..a.ii--i
.1s8,N6 22,802 -3yitl!t/ll/8zK-l\I nhon onfl gggggiltte:i, inr.sH n r'rtrY'r 5r*' "" n'rt' "' rrv'tt rrrl" o^rty REpofiTrrao. 54 srrr I g; I>.ry ffi CONSULTINO GEOITCHNICAL iNGINIIRS suEJECr Fr|I OttE tYATtOfl I TE|T|ITO
Simba llun - Fifl under slab$attaatan
Itat{ttrtrc
MAIETTAL _'J llo strinda r d Irt'octor rlensity O ln orrr (,prn' )n. l|lr gonor{rtl msott lpacllicatboa ar indactLd tt
loll t,u I s)
0 ln O.rr Opir ,)n t,tl Jjd! nol n 'or,t tpOCtflcAllgna rt ln6€.Lc D'
lost n.l 1r1 -.
E ftll trrt,'o rr oLl5 rp!-\'.tlr. dt,J'ts
I Orrr trll.O
tol rl|rouc
teal
{.,h r
0t r.5r I Y
tpi4
uorSlualcorllT|rI
o0ltacraolItl
I JJ. /5,5 97 silty crushed grav(
7.5 142,1 A')100 silty crushed srav
7.5 134.8 lJ.l 97 silty crushed srav
7.5 139.7 ).J i00 silty crushed crav
7.5 138 .0 q)100 silty crushed qrav
()!rf
{ hirl I
8.3
3
gP€Clf lCAf tON COMP^CTION r
trr:1ow floor si abs
I tp. .6d r.urnD.r ot r):'rrr. rr,ovrnq .,n,,, 1 JI' 550 clo:cr, 1 loader- 1 rloubl c ctr rrm liriftf vibratoiTIyge rnrl numbar ot (.o:np.ct,on \rnrt5 I lrand cOIllpaCLO_I__ __ _ __:
lrumba. ot plarar tl.rclri!5! ol trtt 0" --" [Jtt
}..thod O, tddtng rr,o,5r.r. _. , -_ . nOnC
Tnra trpod FaSan l, Lit,trQ(," lo,tnecl a!ars5utlolu obs(\ydltotr ot tr|| ltdcornonl Wohtv6rsltodon
'na
qhuactof [+ t:l/nt,l1r,o appltrng ltru r!( (,l|U.,rrrrduo cornpocltyo ollot] tnd tnorrtuac to tn6 lrtlos'fog un.| ricn !r,, {,tr>61l8t r! not rr,:.Jr rtng opot6lronr. Ta5lr a(o madc of thr lrtl onty r5txlerad nc.rrarr to crrro.drE our ob50rvc1 5 ruogam0nl Torl data laa nol thc aola bltri loaOP|'LO.[ O,r rhallrot t.rs trtt ,ticutt tpacrlrcatrortt
cc : Ilri"ner fi Ir. Scott
Ilcnsel-Phelps
anat g|oulO ba f'ltori or ,arrdL
comPr ct
Mr.r|tr,,i t- r 'n, i5( J
tf lull l,rao otrrb,IdlrcJl
PROGtTL:li, n EPOt iT ---
rX Pdrt lrma Ooaottauoa
Dan Berta Caine Baron Bv: S.D.
rartovED lt
ItSl
r.O rOCAlr^na I ESI
I YPE
ucP t|l
OR
tltYAltOaa(L.tl
()!rf
O{ hil
il,! I I
I 1R2-02 D.0, 14.3', Column Linc N
Bottom o
slab grad
F.13,9. Column Lines N It 138
204 D.4, 15.0. Column I-incs N tt 138
?n(D. 5., 12.0, Column Lines N tt
206 !.0, | 2.3, Column Lincs N It LJ6.
Oll:;t.lrvE R
t!..",'-
*t
INSPE CTION REQUEST
TOWN OF VAIL
DATE 2 -72-9t JoB NAME _Eaaa ftu/
CALLER
TUESREADY FOR
LOCATION:
INSPECTION: MON
g,e! fapsfl
WED THUR FRI AM(@
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEE-tr ROUGH / D.W.V.
D ROUGH / WATERtr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
D FINAL
ELEGTRIGAL:
E TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr DISAPPROVED tr REINSPECTION REQUIREP
CORRECTIONS:
INSPECTOR
;
INSPECTION
TOWN OF
REOUEST
VAIL
I
I
I
i,^,, 41./kt: JoB NAME '.a-, :llo>',, /t
CALLER
Hlljl ..rt":l,i',,r @ *s wED rHUR FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEE-
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL N POOL / H. TUB
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
E\.ROUGH -_f] EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
FTDIAL tr FINAL
APPROVED tr DISAPPROVED O REINSPECTION REQUIRED
CORBECTIONS:
I - /{' h.
,"#"roN REeuEsr
DATE 2 *V 5:z JOB NAME
READv FoR lNSpECloN: MoN @ weo rHUR FRt o" @
LOCATION: f<avz 6ra6 'ro| f trr.r.r,-' ttn ,rO
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
tr INSULATION
tr SHEETROCK
T] GAS PIPING
NAIL tr POOL / H. TUB
d tr
O FINAL tr FINAL
ELECTRICAL:
D TEMP. POWER
MEGHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
D CONDUIT tr SUPPLY AIR
tr tr
A'M tr FINAL
fuKppaoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
ol;:e Z- 7 f""-'INSPECTO
CTION
TOWN OF
REQUEST
VAIL
DATE
READY FOR
LOCATION:
JOB NAME
INSPECTION:
CALLER
TUES WED FRI
I
I:i
h
I
4
BUILDING:
tr FOOTINGS / STEEL
PLUiiBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
tr INSULATION tr GAS PIPING
E] POOL / H. TUB
Xtr
B
FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR -
tr_tr.
9F6, -tr FINAL
*Appaoveo tr DISAPPROVED tr REINSPECTION REQUIHED
CORRECTIONS:
I
I
I
i
rl
1
r
I
.t
INSPECTOR
o o6eCr:x rxo ArroctArtr
Gomd$ng tndnrn
30[ .nd Foundr0on Englncorlng
SoaOtO.l5a . CIETUOOO atn[t63. GOLOTAOO ttaol
:B CONCRETE TESTING RESIjLTS
Job No. | 2Z,gOz
Job Locatlon: Simba Rrr,, Vail
Dace Casr I I2/LB/BL
Sanpied-ly: Field frgineer, HpCC (Keith) Conrracror:
Locatlon: Footing. cc, EE and 55 Ft. of 54 Line
Racguetball Cor:rt JJ Line and 30 Ft. of 54 Lj_ne (cR. Beand
!t1x Data:
34050Concrete Suppl!.er: Mt. l4obile l4ix Supplterrs Ticket No.: 34059 Truck No.: 99
34050Batch Ouc Tlue: Time Cast: l:15 34056
PHYSICAI. PROPERTIES:
UnLt Weight pcf Alr Content Z Sh:np 4% tn.
Height ln. Dianerer in. Denslty pcf
Concrete Teoperature oF A1r Temperature oF
Cyl in der
No.
Da ce
Tested
Age Tested
Days
Compr ess ive
Strength (psl)
6l 1?-)1 1
6)jg?n
Reoarka:
Speclfied Strength:
CC: Hensel-Phelps
Briner & Scott, Archltects
J\A
L & M Professional Consultants cHEl{ ar[D ASSOCIATES, ]NC.
i t;r;-, -, Freee e h 1e
psl ar daye
O*.* rxo Arr*,^r.!
Cmnne lqlnn
Soll .nd Fumdrtbn Ettgfrtoilhg
CONCRETE TESTING RESIILTS
Job No. I ZZ:$O2
Job Locatlon: Sinba Run, Vail
Dbte Cast: 2/17/82
tr-Ot.O.._tt, Field Engineer (HpCC) Contractor:
Locatlon: East Building, E1ev. 140 Slab 5 - 9, Line B - G.
Hix Data:
Concrete Suppller: Mt. Mobile Mix SupplLer'a Tlcket No.: 34577 Truck No.:
rC! Batch Out Tlroe: Tlne Cast: 9:15
.:
PHYSICAL PROPERTIES:
Unit tJelght pef Alr Content Z Slunrp +1 ln.
Hel8ht 1n. DlaDeter 14. Deosl'ty Pcf
Concrete Tearperature oF Alr Ternperature %
Cylinder
No.
Date
Tes ted
Age Tested
Days
Compre:'is ive
Strength (psl)
b5 J- I /28 3710
64 3-1,7 28 3640
Remarks:
Specifled Srreng,th: 3000 psl at ---_?t-* daye
CC: Hensel-Phelps
Briner 6 Scott
JVA
L & M I-rofessional Consultants CHEN AND ASSOCTATES, INC.
[{an s Froeschle
I
I
n
ld.t
Job No. : 22,-802
Job Location! Siurba Run, Vail
Sanpled..Ey: Contractor
Locatlon: East Building,
Crrx AxD ArtocrAtt
oI
Conadtkrj En$rrrn
80[ md Foundr0on Englnrorlng
. 50t0RD. tt't . oLErwooD stnlfci, co|.o*lDo llcol
CONCRETE TESTING RESI'LTS
Date Cast: 3/2/82
Elev. 150, 3-9 Line
Contractc;: Hens el -PhelPs
J / L+
37LS
37L8
34720 Truck No.:
34722
34723
Mobile l'lix 96
Hlx Data:
Concrete Suppller: Mt.
Batch Out TlEe:
PHYSICSI PROPERTIES:
Unlr lreight
nelBht
Concrete Tenperature
Suppllerts Ticket No.:
Tlme Cast: 10:10
Air Content
Dlaoeter
Atr TemPerature
Sh.rup 41
Denslty
CHEN AND ASSOCTATIS, rNC.
Hans Froeschl e
ln.
Pcfln.ol
Pcf
ln.
oI|
Speclfled suenS,thr 3000 psl at
--2E--
day6
CC: flsn5sl-Phs1p5
Bri.ner & Scott, Architect s
JVA
L G M Professional Consultants
Cyl inder
No.
Da re
Tes t ed
Age Tested
Days
Compress lve
strength (ps1)
1-q 7 2860
oo -1- -'! t I z6
ReEarks:
I Gr:" exo Arroqerrl
Conatf[ng Engfrrrn
toll ard Foundrtbn Englmcdng
lOaoBD. tta . OLEI.WOOO Itnlxcs, COLOiAOO tttot
..:..
. ] CONCRETE TESTING RESULTS
.. Job No.: 22,802
Jcb Locatlon: Simba Run, Vail
Da re Cast '. 3/ 2/ 82
Saurpled By: C6a' --cor
Locatldn: East. Building, Elev, 150, 3-9 Line
Contractor: Hensel-PhelPs
Hlx Daca:
JI Lq
5 718
Concrete Suppller: l-tt. l'lobile I'lix Suppllerts Tlcket No.: 34720 Truck No.: 96
;.
t{ fatch Out Tlne:4
PI{YSICAT PROPERTIES:
Unit tJelght Pcf Alr Content Z Slurop 414 in'
Helght 1n. Dlaoeter ln' Denslty Pcf
Concrete Temperature oF A1r Tenperature oF
Cyl inder
No.
DA ce
Tes t ed
Age Tested
Days
Comp res s lve
Strength (psl)
fr5 2860
oo 3-30 4440
Remarks:
Speclfled Strength: 3000 psl at
-j-8-
days
CC: tlensel-Phelps
Briner 6 Scott, Architects
JVA
L & M Professional Consultants CIIEN AND ASSOCIATES' INC'
Hans Froeschl e
34722
Tine Cast: 10:10 34723
:
Ocr,r* exo Asro.,^rrrl
Conadllng Engfnren
Soll rnd Foundrtlon Englneorlng
tCS RD. ila . GLG TOOD 3PfiltlcE. COLORADO !t6ot
I
Jcb lio.. 22r8,z
Job Location: Sinba Run, Vail
CONCRETE TESTING
Mobile Mix
RESIILTS
Date Cast:3/ 22/ 82
Contractor:Hensel -Phelps
' .::'
Sanpled By:
Locat loir:
Cont ractor
East Building,
3000
Elevation 160, 7 to 13
Mlx Data:
Concrete Suppller; Mt.
Batch Out Tlme:
PI{YSICAI PROPERTIES:
Unit Weight
Helght
Concrete Terrperature
Suppllerts Tlcket No.:
Tine Cast: 10:10
348S3-
34861 Truck No.: 163
tn,
oF
Pcf
1n.
oF
Speclfled Strength:
CC: Hensel-Phelps
Briner 6 Scott
A1r Content
Dlamet er
Alr Temperature
psi at 28 daye
Slunp 8L tn.
Density Pcf
CHF.N AND ASSOCTATES, INC'
Hans Fro es qb l e
L 6 M Professional Consultants
Cylinder
No.
Da te
Tested
Age Tested
Days
Comprens ive
Strength (psi)
3-2q 1870
68 4-1q ?A
Remarks :
Oc"r* exo Arro.,^rrf
Cffirlfrry Englnn
Soll rnd Foundrllon Englnarrlqg
!O$ nD. lta . GLEXTOOD 3PRll{G3. COLOnAOO ll6or
CONCRETE TESTING REST'LTS
Job No. : 22802 (Cfren Job *)18160 (HPCC Job #)
Job Locatlon: Sinba Rrn.
Date Cast | 3/25/82
ConEractor: Hensel Phelps. Sanpled By: Contrastor
,
to.atloh: Parlring Structure , First lift 56-FE
lllx Data:
I concrere suppller: M.l4.M. Suppllerts Tlcket No.: 34910 Truck No.: 103
irii.l }atch out TlEe: Tiure Cast: 2:00
PUYSICAL PROPERTIES:
Untt welght pcf Alr Content Z Slump 3\ ln'
Helght in. Dlameter tn' Denslty pcf
Concrete Temperature of Alr Temperature oF
Cy1ln der
No.
Date
Test ed
Age Tested
Days
Cornpress ive
Strength (psl)
59 4-r 7 2300
^l
4- ./.1 29
Remarks :
Speclfled Strength: 4,000 Psl at zB days
CC: Hanqol Dho l ne
Bri:rer & Scott, Architects
.JVA
L & M Professionar consultants OHEN AND AssocrATEs' rNc'
Hans Froeschle
I
..-.-t
DATE
VED THUR ( FRI) {, AM} PM\_-,/
l *
INSPECTION
TOWN OF
REQUEST
VAIL
JOB NAME
CALLER
-MON TUES WEDREADY FOR
LOCATION:
INSPECTION:
BUILDING:
pfroor,*o.
PLUMBING:
/ STEEL 66 a-e t <q t FF L u,t€ fa tr
tr
tr
tr
tr
tr
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATEF
tr F€UN€*+|€'|+*S+€€
grAt( tsoF.r4 sZD r'*W+ €/
o
n
tr
q
/\tr
FRAMING
INSULATION GAS PIPING
NAIL POOL / H. TUB
FINAL FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
D CONDUIT
tr-
N SUPPLY AIR
tr
a y.6,t tr FINAL
'f;,'^o,=o
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION BEQUIRED
t
*
IN CTION REQUEST
TOWN OF VAIL
t\f I Yta t? /-
il
SPE
CALLER
JOB NAME
MONREADY FOR
LOCATION:
t'-E', @ rHURINSPECTION:
t /,L/€ e
FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.O FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
tr INSULATION
tr SHEETROCK
tr GAS PIPING
tr POOL / H. TUB
tr FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
tr FINAL tr FINAL
O APPROVED
CORRECTIONS:
PROVED CTION REQUIRED
INSPECTOR
-i r' ,.4 .,
a
-l
rN#
.. , .'l
CTION REOUEST
TOWN OF VAIL
DATE
READY FOR INSPECTION:
CALLER
MON TUES
JOB NAME 9,o#A dan-/
wED @ rnr or G)
LocAloN: lxtr'r,n t E 611 f zn€ EE 6 Fz€u lze -4:
BUILDING:
tr FOOTINGS / STEEL
PLUMBINGT
tr UNDERGBOUND
D ROUGH / D,W.V.FOUNDATION / STEEL
FRAMING tr ROUGH / WATER
D INSULATION tr GAS PIPING
tr SHEETROCK NAIL O POOL / H. TUB
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER tr HEATING
D ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
tr DISAPPROVED D REINSPECTION REQUIRED
CORRECTIONS:
I
ox{/,,-.
AKA
ALBERT KNOTT & ASSOCIATES. INC.
84OO SO. VALLEY HIGHWAY
ENGLEWOOD, COLORADO 801 12
(303) 773-8585
INSPECTION REPORT OF:
LocArION, j.tmbn E*il loB No:
rNsPEcroR ,4y' 1',//,
^l
S
"EGULAR
HRS :
CONTMCTED SERVICES: YES PAGE
OVERTIME HRS:
OF
ea.tr
,4
/
,0t
al
/tilp
DArE: /Z-/d-g/
*/r /u.rttug ,
7€a>
riFl| rf?t tgta i a$n rrFcHAt{lnrl' T€sTlNG
I &ta.
DATE JOB NAME
REQUEST
VAIL
CALLER
TUES WED THURREADY FOR INSPECTION:
LOCATION:n
BUILDING:' go' rfLvfrflfft,tt-t l1r1' ro t 2G'6
{roorrr'rcs / srEEL (nn ' ;', tr SNDERGR6SND
FOUNDATION / STEEL T] ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
INSULATION tr GAS PIPING
SHEETROCK NAIL tr POOL/ H. TUB
O FINAL
ELECTRICAL:
D TEMP. POWER O HEATING
tr EXHAUST HOODS -
CONDUIT tr SUPPLY AIR
tr FINAL
.:11 O DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
ove /2 -q- ff rNSpEcroR..
o
INSPECTION REQUEST
TOWN OF VAIL
DATE
READY FOR INSPECTION:
LOCATION:
JOB
BUILDING:PLUMBING:
T] UNDERGROUND
-
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr GAS PIPING
tr POOL/ H. TUB
r'l
tr FINAL
ITIEGHANIGAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
-
Fl
tr FINAL
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
tr FRAMING
tr INSULATION
tr SHEETROCK NAIL
tr
tr FINAL
ELECTRICAL:
tr TEMP. POWER
T] ROUGH
tr CONDUIT
tr
tr FINAL
(neenoveo
€OFfiIECTTOFIS-'
tr DISAPPROVED tr REINSPECTION REQUIRED
'{
I
D^rE+ tNSpEcroR
,*rir"roN REeuESr
TOWN OF VAIL
oere,/Z-4.fl--JoBNAME-L r a
READY FOR INSPECTION:
LOCATION:
CALLER
TUES
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
N FOUNDATION / STEEL
tr UNDEBGROUND
tr ROUGH / D.W.V.
O ROUGH / WATERtr FRAMING
fI INSULATION tr GAS PIPING
tr SHEETROCK NAIL O POOL i H. TUB
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
tr D
O FINAL D FINAL
z#nppnoveo tr DISAPPROVED tr REINSPECTION REQUIRED
&
/ -z,z -, / y'
.-<--
oerc //-2-V rNspEcron = ' -=
1
f-
DATE
' -t
REQUEST
VAIL
.-*{ ,--
-.{ , ,;_/
THUR BD
lrv#cnoN
TOWN OF
JOB NAME
READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
E UNDEBGROUND
O ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
D FRAMING
tr INSULATION
tr SHEETROCK
tr GAS FIPING
tr POOL / H. TUB
tr
o
tr
tr FINAL
ELECTRICAL:MECHANICAL:
TEMP. POWER tr HEATING
tr
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
o
tr FINAL
APPROVED
CORRECTIONS:
E DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
a
SPEIN CTION REQUEST
TOWN OF VAIL
DATE
READY FOF
IUCnTrOnt
INSPECTION:
JOB NAME
CALLER
TUES PM
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
T] UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
O INSULATION tr GAS PIPING
tr SHEETROCK NAIL D POOL/ H. TUB
LJ
tr FINAL tr FINAL
ELECTRICAL:
N T,EMP. POWER
MECHANICAL:
tr HEATING
tr BOUGH tr EXHAUST HOODS
D CONDUIT tr SUPPLY AIR
n tr
D FINAL O FINAL
INSPECTION REQUIRED
D^rE 4/ -" .z- 57 rNSpEcroR ,E?."7:
INSPECTION
TOWN OF
REOUEST
VAIL
sarc .// - 24 - {t JoB NAME
-
ELECTRICAL:
O TEMP. POWER
tr FOUGH
READY FOR INSPECTION:
LOCATION:
BUILDING:
tr FOOTINGS / STEEL T] UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
tr INSULATION
tr SHEETROCK
tr GAS PIPING
tr POOL / H. TUB
tr FINAL tr FINAL
MECHANICAL:
O HEATING
tr EXHAUST HOODS
tr CONDUIT E SUPPLY AIR
tr
N FINAL
#nppnoveo
CORRECTIONS:
ION REQUIRED
DArE ,/2 - 24 - 5-:/ lNspEcroR
,"rl="toN REouEsr
TOWN OF VAIL
orirt ./a - ,/4 * f ./ JoB NAME -<rr^, /* E
READY FOR INSPECTION:
CALLER
TUES
LOCATION:
O DISAPPROVED
PM
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
E
tr
UMBING:
UNDERGROU
ROUGH / D.W
t-\
:R-
:
)DS
tr FOUNDATION / STEEL
NI
tr FBAMING ROUGH /WATER
tr INSULATION
tr SHEETROCK
GAS PIPING
NAIL POOL / H. TUB
E
tr FINAL I] FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D ROUGH tr EXHAUST HOODS
E CONDUIT tr SUPPLY AIR
tr tr
D FINAL tr FINAL
REINSPECTION REQUIRED
DATE INSPECTOR
,*rl["roN
TOWN OF
REQUEST
VAIL
ome /o'tz -4 JoB NAME -
A Zi4;. F.Z
READY FOR INSPECTION:
CALLER
TUES
.{:€€ltffOfi!:
PROVED tr DISAPPROVED C] REINSPECTION REOUIRED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D FOUNDATION / STEEL
D UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH/WATERtr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
o tr
tr FINAL tr FINAL .
ELE
trT
DF
trc
n-
CTRICAL:MECHANICAL:
TEMP. POWER D HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
I
INSPECTION REQUEST
TOWN OF VAIL
JoB NAME _ Sta 1 E?DATE
READY FOR
t€€*te+{i
CALLER
TUESINSPECTION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
C FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
El ROUGH / WATERtr FRAMING
N INSULATION tr GAS PIPING
tr SHEETROCK NAIL E POOL / H. TUB
tr tr
D FINAL D FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
D tr
tr FINAL N FINAL
Arnppnoveo tr DISAPPROVED tr REINSPECTION BEQUIRED
CORRECTI
oerc y'p - ;+'> ?/ rNspEcroR t 'Z "
-'
o
INSPEGTION REQUEST
TOWN OF VAIL
DA:E 2-- zf " 7/ JoB NAME
F'E ANB+-FE*JALSEEqT I O N :
JgI+OAlt
ELECTRICAL:
ln rrvp. PowER
tr BOUGH
B CONDUIT
MECHANICAL:
O HEATING
tr EXHAUST HOODS
O SUPPLY AIR
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
tr GAS PIPING
tr SHEETROCK NAIL T] POOL / H. TUB
tr FINAL
o
E FINAL
IBAPPROVED tr DISAPPROVED INSPECTION REQUIRED
D^rE /.-.*-f- 87 rNSPEcroR
INSPECTION REQUEST
TOWN OF VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES WED
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
CI CONDUIT tr SUPPLY AIR
rl
tr FINAL
DISAPPROVED REINSPECTION REQUIRED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
fl FOUNDATION / STEEL
B UNDERGROUND
tr ROUGH / D.W.V.
C] ROUGH / WATERtr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
tr FINAL
tr
EI FINAL
Xnppnoveo
CORRECTIONS:
D^rE q- /f-7./ rNSPEcroR
IN CTION REQUEST
T€IWN OF VAIL
^L o-
o
SPE
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES WED
l(--
THUR @ PM
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W,V,
O ROUGH / WATER
FOOTINGS / STEEL
tr FOUNDATION / STEEL
tr FRAMING
D INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H, TUB
tr o
D FINAL tr FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
fI HEATING
tr FIOUGH tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
tr
tr FINAL E] FINAL
AAPPRoVED
C€hq+E€;+l€rAlS:
tr DISAPPRO tr REINSPECTION BEQUIRED
DArE ? -//- Er/ |NSPECTOR
/' , ?q,*
l.
DATEc 'L-{\.I
--_J I ,r,/t ,-
CTION
TOWN OF
REQUEST
VAIL
KI
INSPECTION:
CALLER
TUES WED THUR FRI AMREADY FOR
LOCATION:
BUILDING:PLUMBING:
tr UNDERGROUNDFOOTINGS I STEELll
rouruoRrr6ru / srEEL ROUGH / D.W.V.
ROUGH / WATER
GAS PIPING
POOL / H. TUB
TEMP. POWER tr HEATING
tr
D
tr
tr
ROUGH
CONDUIT tr SUPPLY AIR
PPROVED tr DISAPPROVED tr REINSPECTION REOUIRED
,7 2 /'/t - J /. .r- |oArE /t .-'r y' t INSPECToR
CONSTRUCTION PERMIT
lrtment of community development
TYPE OF PERMIT
PLUMBING
FOUNDATION ONLY
xII
m
m
m
BUILDING
ELECTRICAL
MECHANICAL
BNAME: Simba Run Condominiums
OWNER
ARCHITECT
GENERAL
CONTRACTOR
MAIL AODRESS
ELECTRICAL
FIPM
MAtL ADDRESSPLUMBING
CONTRACTOR
FIRM
MAIL ADDRESS
MECHANI
CONTRACTOR
IVAIL ADDRESS
OTHER
CONTRACTO
lh. prlntlrylvail
1. TYPE OF CONSTRUCTION wxl tv v
2 occuPANcYGRouP fi)r. " , * "
DrvrsroN Y6r", o
GENERAL DESCRIPTION OF WORK :
Phase II - west building
PERMIT NO-
zo
E
BUILDING 3 .660.600
t
ELECIRICAL 395.200
PLUMBING
MFCHANICAL 444,200
TYPE GROUP SO.FT. VALUATION PERMIT FEES
II FR R-1 55,750 4 .500.000 BUILDING PERMIT g -333 - 00
UA}Yl'<
ia-*,Q
$$
PLAN CHECK 6.066.00
ELECTRICAL 775.00
PLUMBING
MECHANICAL 4 .450 .00Hew(Xl ltrenmoN ( ) ADotloNAL( ) REPAIR ( )
DWELLING UNITS
-
ACCOMMODATION UNITS-
c.R.F.A. 3Z-B9SaeonooMs
COMMERCIAL SYST
-
RESTAURANT SEATING
-HEIGHT IN fi.
-
BATHTUB/SHOWER
NO FIREPLACES
-NO.
TOILETS
COVERED PARKING
-UNCOVERED
PARKING
-
RECREATION FEE 28,423.50
DESIGN REVIEW BOARD 30n - n0
CLEAN.UP OEPOSIT 500.00
rourAl PERMTT rF@ I $49 "847 .50
INSULATION
IONING ADMINISTRATOR DATE
FLOOR
EXT. WALLS
ROOF
TYPE THICKNESS R-VALUE D^^f ^,.-+^- 6,.-+ L^ ^1 -^^ tr,ttl
Conc.Atr
zoNlNG NOTES' r\utjr sJ5 Ltrrr rrru-\ r. rrF r r.r:\ Pl
1)dead spaces adiacent to mainentrv door
Fi hero t ce 6ll p-21 just remain "dead"2)GRFA is at maximum
F'i berg ass 10"R-30
a I fowab le = LZI ,86zsq . ft.3 ) bus shel ter
agreement lefore penni t4) landscape rlan n,
HEAT
KIl);rin-rl,u ,rr*--r:[ ,.,r, , /'n , I.t:r,rn
eLEc: !tr59!93yd I cAs:
SOLAR: IWOOD:
VAIL WATER & SAN DIST.TAP FEE :
SPECIAL NOTES'
-g/o:d'-
ln,
I
ealE 6-30-81
:3'',1li'3lliffd''il}'dia interiors of units
PROJECT NO.-, 0n73:6
ff{,
ealg 6-30-Bl PROJECT NO. "
IM
flT
D
m
tat
TYPE OF PERMIT
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION ONLY
CONSTRUCTION PERMIT
1. TYPE OF CONSTRUCTTON r(l,lll lv v
2.occuPANCYGRouP ffi " r@"
DrvrsroN @ r", o
GENERAL DESCRIPTION OF WORK ;
Phase I. East Building. Athletic
C'l ub. parkinq structure- north
PERMIT NO.
z
F-
l
BUILDING 8.536"000
ELECTRICAL 922,000
PLUMBING
MECHANICAL 1 .042.000
buildinq
TYPE GROUP SO,Ff, VALUATION PERMIT FEES
II FR R-t30.t22 8.913 -000 BUILDING PERMIT 26.433.00
-l' \i.S+t\-
\\
-.a\
-YmY\Nl\9
II FR B-1 4L,972 300 .000 PLAN CHECK 17.18i.00
II FR A-3 13,871 1 ,287.000 ELECTRICAT 1 .815 .00
PLUMBING IXff[I.
MECHANICAL 1.042.00NEW(A ) ALTERATToN ( ) AoDtrtoNAL ( ) REPAIR( )
OWELLTNG UNITS
-
AC@UMODATION UNITS-
c.R.F.A. 99l95totoot s
-COMMERCIAL SYSI
-
RESTAURANT SEATING
-HEIGHT IN FT,
-
EATHTUB/SHOWER
NO FIREPLACES
-NO.
TOILETS
COVERED PARKING
-
U NCOVERED PARKING
-
RECREATION F€E 67 .076.00
DESIGN REVIEW BOARD 300.00
CLEAN.UP DEPOSIT 500 .00
roI4L PERMTT Fls $114.347.00
INSULATION
ZONING AOMINTSTRATOR DATE
FLOOR
EXT. WALLS
ROOF
TYPE THICKNESS R.VALUE (oa Dh.aca I T nav.mi * fnr aamman+
Conc Ltl
zoNtNGNOttS: ess , rrsJs .. r,er Ir I e r vr su n||Erre,samecommeMtl
FG 6',P -21 Roof system must be type "A" = class "A"
FG L0"R-30
HEAT /,t n"frl' *:..(^.!,: #%( l.W, a.
AND srlrl: ru"r rttr f,7/S/GREE 'I O CO]IIPI,Y
RDI
trl
CES A:'lD STAI!:
/.
FLEC: Basebgard lGAs:
SoLART lWooD:
VAIL WATER & SAN. DIST, TAP FEE
SPECIAL NOTES;
LEGAL
DFSC.
LOT BLK
FILING
^JOBNAME:
Simba Run Condominiums
frwuen NAMF
CITY PH,
ARCHITECT FIRM
MAIL ADDRESS
CITY PH.
GENERAL
CONTRACTOR
ELECTRICAL
fiNrRAcroR
MAIL ADDRESS
PLUMBING
CONTRACTOR
FIRM
MAIL ADDRESS
MECHANICAL
^CONTRACTOR
FIRM
MAIL ADDRESS
crIY PH
OTHER
CONTRACTOR
FIRM
MAIL ADDRESS
clTY PH
th. p.lnt .y/vail
r"L'--. l.\.\
hffi sn
Cepartn
TY
Eeu
E,erIR ME
l corusrRucrloN F
;/.r:i /
itlty
rent of communiry develoPment
PgoF PSRMIT
rLDu.lG K Puur,,tetNc
:crRrcAL C rounontloN oNLY
cHANtcAL tr
LEGAL
nc (a FIL!NG L@
(-.
JOB NAtli: 1ry]li$vlA Kur.J 4ao%F^U-rluHF2
,..r:La U PaguoftP-rf
utu,. tocctss Fo' Fd' 12O
cr:v vrLr- y4v-92-!4
ARCHIT:CT
GENaRAL I
coNTRACTCRI
I
I
ELEC:RICAL
COI,TTRACTOR-t-
PLU:vtEING
CONTRACTOR
r.'.acHiNlcAL
COi.ITRACT0F
cl1y VAu- _gM-W-
;rnr,r6 ti Janut4r
*vMMW@vAfu&L
cqt(N Jucr-,T\/'JjP&A?:31&-
?,r"Y&t Ldn-ttJf; Pd4E2'5tf/r.
,:",rzotatss P'O' 6ox 2\
orri€a I F:r\t
l-)ADlRESS
I
COI.:;RiCTORI c,rr *
I.TYPEoFcoNSTRUcTToN 16"r rv v -
z.occuPANcYcnouP @S n @t
olvlsloN 6z za s +
GEI,iERAI OESCRIPTION OF WORK : -
z
;
l
BUILDING aa
ELECTRICAL
PLUMBING 2,r
MECIiANICAL 5-l,oqrtooo
-
T1gr54-ooe Vr.u
-PERI!4|TFEE9 ? / ITYPE CNOUP SO-FT, , \JALUAT|oN
If Fa ?,-1-l?o,Wz B1E,@ EUtLDtNG PERLIIT :6 ',,
7_f
t!e?B-L 4\,1t2 .2A,t4 M PLAN CHECK 7z' t E/
ELEUIKIL^|.I ',? /5
IlttF.A-9 13,E1\l,zg7,gog
lPLUf.tg:tiG
I r,lEciA:i.CAL
i eica.-;-,Jt ':a
I oegrcrr aa ''. ar',
ie! clr*r ui'c:P<
t D q>
\Ey/ (x)
oweLLlN(
C.R.F.A
l.o,n,rt*,
I
I netcxi tt
I
I No FTREP
lcovenec
w lo,@,@
3af3ll9Nr
; uxrrs ?1I
8rAE
)r.
FA(
9-Bl
iAL( ) RStlr? | l
)9A;loliuNlTS:
ra4 Ct^n.)
<rT
:DROOMS |2-=-
:SIAURANT SEATING :-
\THruB/sHowER 189
c.rorErs l8,?-
NccvEREo PApxrnc -@-
{ao
]IALSYST:RI
rFr. O%-e,
LAcES 8-,
rpenxrNcE4-u
TOTAL PERI.4IT FEES / 31)
,5W*t;ctti
Oi.TE
-t /,
"
/d;
INSUI.ATICN
I r,..,cx rurqq I R.vALUe
4'iZ&{ttz,zc'-z /y'
or iru G l9 t.t :r: rs tft iToK
-iE4T3to"wsffi,ZfiI rrc 2 u, .tJ- t4'ta1ta_4
FTOOR
EXT. IVALLS
ROO;
bt'C 4^w.frfr:.t +,
L/()'
tN1,
I
frw*'.)e-21 I
ILLAv- L.+
wru)$)lo't'V-1o ('
-_l
HEAT
LtLRr:a) \CX\:rt.{1.!.lr(:t: Tll rT I H,lvl:
tll.AD Tilis aPPl,lC^Tt('i.' a:\ t'/.'fF\.Tll { l lllr
,,Jffiffi:Y:II:
EL:c t rEq2dz_jjg
SOLAR: I WOOO:_-''
VA''- \'/ATEQ A SAN D!ST'TAP;EF:
SPiC,iL NCT55:
ERMIT oorE ?]-2:l-3.!-,aojaa, *o._aq-f q --
f:. Li , i '
€1 FgRtftf NO. r. 'r c' /
|
\
7l coNSrRUcrtoN P
. f::+rj' J
lnunTTiii)/
depanment of community development
TYPE OF PERMIT
BUrLDrf.rG K pLurt4etNc
ELEcTRICAL I rounoerloN oNLY
MEcHANIcAL tr
LE.(,AL
oEsc.crf ff,,^ LldjF ?lilE :rAPrrr gcrJ
y,:reLa !r' PE€-o(.'HFrr[
,.t;r'- r.ocazqs ?,o' Y)d- 12 cc
c:;Y VA\t- eu*Y-'o?,ll
A? C 'i lT:CT
crrY vAu- enA'16-%6
GENERAL
CONTRACTOR
nnr,r 6 ti Jc*r.r34-r
...r"-roonrss ?.O. &2( 2|fi
cw@W ffi'LbH4rB-63L
E LEC:RICAL
co5rAcToR
i:i..! KtfPAu- E-tt4ta.a 4,o .
.,lA:LAcoREss ?O Ya< -jss
7n 7 (sp&? Jrrrrc.trorlps24Z' q16L
PLUIIEIITG
COilTRACTCR
FrR{dlP^{ ?tUHAVa a DFAfl}Yt
rnvfu.f,A))s, pa4EZ-5751
!.,.ECHANICAL
CONTRACTOR
r.. !,rt iODRESI
h -, il r llrra
OTHER
cori;q;.croF
f:i
..r:. - ACtRFSS
C;TY FH
ERMIT DATE PROJECT NO.-2q-11
PERMTT
'No. [t r q t" t
NEIV( ) Ar-iERATTONi )
D,/r€LLTNG uNrTs 4e- oaco ,.',,,,'ccr':'to x untTS -
c.R.F.A. &,&g-reoooo*s 18
COMIJERCIAL SYST j=_- RESTAURN*T SEETITC ]
HETcHT rN FT. &-erfiua/sHowER
No FTREPLAcES ZL-No ro'ters
covEREo pARKtN6 ZPl ur'rccvEREo PAP'{ NG
VA:'- V/ATER E SAN D!ST. TAP FEF
1e
2L
D E 9rGi,i RE.,',.Ei',r ?CAe9
CLFAT{ UP D:9CSlI
tt't:ALr Tt s Af Pl.tc Atrrs a.\ u t
,"unl*:4rsl a''.-t+*W
*u|.tl\P ffi-sfndjt rr*r?-
I HtSr:al. .tCNli ltt,t.tr(;l:
i2: C,;L NCTES: _---:;
T
r.typEoFcoNsrRucrroN t(Dtt tv v - .
2. occuPANcY GRouP @a s it .l n't',t
orvtstoN @2a 3 q
cEiiERAL DESCRlPrloN oF wonx , -.S46-lL-d4tt#f {3tJ\t-D'|Jfa
PTUMBING
PERMIT FEEL <TYPE GROUP SQ FT. I VALUATTON
BU!LDING PERIIIT
PLAN CI-iECK
PLUr.t9ii/e
TOTAL PERt/IT FFES
cr,llNG ACf, i\i:STRAT
INSUI.ATICN
R.VALU!;HrcKNass
eLEc'+Alfr,WrA9{,
8t(:t Astt
T-l
l-"-
l
SIHBA RUN CONDOHINIUMS
ZONING INFORHATION
LOCAT I ON _- LoTs 5, 7, B, ! and parr of lo
LIONS RIDGE SUBDIVISION
vAlL, C0L0RAD
zoNlNG -
SPECIAL UsE DISTR|CT N0. 5
USE .--I25 CONDOMINIUH UNITy'. B EMPL0YEE uNtrs,//
Tjtr'roral uNtrsl-/
P4lrKtNG SPACES REqUr tEq134 (units) x 0.5.(spaces,/unit)=
+1 ,274 (100o' e.R.F;A.) x 0.1 (spaces/100o'
-.--'-...\.--' \ .),/ -sz credit ' t 1., n'/r 4lr'
{ r..8s i.'
\. - -"
Pahking Spaces Prov ided For
67
G.R.F.A. )= 127.4
Ty4-.T (le5)
,/_+*.''-.-)i= -L85{o!ql_._= 157 Covered
Phase I
Phase ll
l28 car
Total Parklng = 185 cars
Design Rev iew Board - Approval
0ated, Jul y 7, 1980
qEG
,€89$t RESIpENJ rAL FL00R -AREA
Un -Covered
6 cars
22 11
Z8-cars total
- / r-r r.q !{ r( . l.;Gd
brine/scott
architects
143 e meadow dr.
vail, colorado 81657(303) 476.3038
August 27, 1980
Steve Patterson
Chief Bui lding Off icial
Town of Vai I
Vail, Colorado 81657
RE: Simba Run Condominiurns
SUBJECT: Exit Stair Code Check
Dear Steve l
I met with Larry Woodley in your office yesterday to verify if
our stair design is in compl iance with the new code. lt is our
understanding that we are in compl iance; if not, please contact
our off i ce.
GD/ pt s
lbrde 6ar*/*uo ', /,
rtur daE Pl;aej rtd; 'tufr il
FLV/*,'
Tf* ?*ry P ffi+a,'rc,
a''lV'
,Nlz'Ab
qlv*t'wa
#1a,1swrlorJ
SAalvrt
1?oj fr41a1'l)19aS g'a1@),V.,
37o3 1?;rla'\ dt
L
I
t
I
Project .Application
-r0
Project Name:
Project Oescription:
l@Addrgss and Phone:
Eee,
Architect Address and Phone:
Legal Descriplion: Lot , Blocr C ,rtting /a's'r', cr't 4 e- / f T'
./
Zone: -
Zoning Approved:
Design Revie.;u Board ,7- /[.f /
Motion by:
S-a
APPROVAL DISAPPROVAL/.{t/,uliltttS
Sqmmary:
/, a.,1o-o-t-.",-r.- t, .I't-zt-<t d
d,i't.,{a 1.t}
/ ^ Ctilef Buildt-a t.ctk r2"-,; ,Z-z:i-;!'n yffik'l**-. O.5,
Date: ,,r- '.--{- -+.-*-l -,/J " --ra-t:t
,2 itIf,.,--,- ,',,.fz:sp,
e
10: PTAI{NING AT{D
FFM: DEPASIMENT O}' mIUMUMIY DE\IEr{IPMET'TT AND IRA}ISORTATICI{ DPAIil!@{T
DlllIE:: 3-7-80
ffi:= BUS T{MN-OFT'TEN SIMBA RI]N
A neeting and site visit u'as held today with representatives of
planning staff, the transportatron deparhrent and the developer.
An eu<cellent site for the bus turn-off and strelter rryas found ou
the northeast corrler of the site, just off the intersecticn of
Lionsridge Loop and Vail View Drirrc. A11 parties agreed that this
v/as the best site for the bus facility. The developer nmst check wittt
the architect, hovqever, to see if this nrorks well u/:ith the site plan.
Barring any design prcblars, then, tbe bus turn-off and sbelter will
be leated at i:he above s'ite. Ihis will be shqnn on the site plan
to you on l&cnday.
Deparfunt
? MEIffiAI{Du"I
ENVINONMM{IAL OCfr4MISSICN
S<ip C'ordon
"-ry
o
luwn
box lfl)
vail, colorado 81657
1303) 47Fs613
lfarcb 4, 1980
department of public works
!rls, Diana 1louehill
L & M kofes:qisPal Cosultaats, IDc.hx 7%
Vail, 0 81657
Dear Diand:
I bave reviened tbe carryiag eapacity of the local roadrnay systeo
senring the proposed Sfuba Rrn developroent and find it adequate to
In raking this review, geosetry of the roa.dway lncluding grtOu",
stopping sight disbanees, vertieal and horizmtal curres and width
rva.s considered. Tlre sare criteria used in the creatiot of the Bigbom
Street fuprovenent District to establish trips generated per due1li:og
rnit was also used.
Ttre only deficlency in the local roadray systern is prcrper signing
and policilg of no parking zones. ftris shotrld not be a concer'n of
this developer and will be addressed b'y the Public Torks Deparrrpnt
irmndiately
Very trrrly yours,
fr,,t R Pu-*
Kent R. Rose, P.E.4 |
Director
cc! Tqru of Vail Planniag and ftrwjronnentaL Comissio'
!!W!_
brrirerscott
architects
143 e meadow dr.
v'ait colorado 81657(3031 476.30s8
t
Harch 6, 1980
Hs. Dlana Toughill, Vice President
L 6 H Professional Consultants, lnc.
$ox 726
Vai l, Colorado 81657
Oear 0 i ana:
Rega'rding the landscape plan for Simba Run I thought we had addressedthat aspect of the project in the manner prescribed by the SD5 ordinance.our present prel iminary landscape plan shows existing and changed contours,thus indicating rrexisting landscape features to be retained or removedrr.
Our plan further shows the location of bicycle path, outdoor paved areas, anda tot lot. The plan shows the extent of open space as wel I as.proposed
extent and locat ion of tree planting. I believe that our present plans
provide the Planning Commi ss ion with a concept and scope of landscapingto the degree of detail intended by the ordinance, which requlres thatrrfeaturesrr of the landscape plan be designated.
Because of the always nebulus status of projects at this stage of theproject's design and because I thought the planning commi ssion and townstaff were only to review the project in concept form I did not retainexplicit landscape arch itecture consul ta+- ion but have descri bed the projectto two landscape architects either of whom would be interested in thisproject. The landscape budget of 9250,000 has been established wirh input
from a landscape architect - such a budget r"iould allow for a planting
:cheme that includes rrmaturert trees depending upon your definition. ltls snreasonable to expect guccess if .trees beyond. l0' - l2'high aretransplanted. Curiously, larger trees, if they survive the transp'l anting
can not be expected to grow much beyond their size when transplanted I
We rvould not suggest planting trees all of one size. We bel ieve that in
Sone areas of the site, particularly the south east corner at the Frontage
Road, we can raige the existing grade 6, - Br by way of terracing. Theeffect would be I ike a berm in that it would block the view from the
Frontage Road. With trees planted on these terraces a barrier height
could be l6t to 20' above the road. lJe would not want a harsh man made formIn this locat ion. That. is why I refer to the term I'terracingtt rather thanllbe rmt r .
The palette of tree materials as djscussed with the landscape architects
trtould include lodge pole pine, balsam poplar, narrow leaf cottonwoods and
. asPen. All of these can be transplahted up to lQt-12t. lJe have discussed
sPruce and certain ornamental trees as Norway maple and hopa crab as compl i-
ments to the larger stands of pine, cottonwoods and aspen. As noted on theprel lminary plan we r"nuld hope for ornamental plantings adjacent the pool
terrace assuming our exposure will al lovl it.
F
narch b, lguo
Page 2
we believe that landscaping can be most efflciently handled in two phases
- see the accompaning tk"titr, Phase lwould provide screenlng from and of
the Frontage Road. Riide from the planting of materlals noted abovel:l:-,^
iandscape [udget of approximately g125,000.00 for this phase must anclude
iirig"lion, pianting oi pool rooi, and construction of the bicycle path'
Ve are concerned trrat sulstantial plantlng beyond what is -shown lvould
be endangered by construction of the north and wg51 buildings. Phase 2
landscaping wouid provide screening along the west. Property I ine and
Lionsridge-loop. T'here is an exteniive amount of shal low terracing between
the north and west i"ifaing. "na t U.tieve that most of the ornamental
planting lrould take ptac" luring this phase, wi'th some of these materials
going back In to the Phase I area.
Final ly, if construction r,.rou I d perrni t, we would l ike to start sd|te tree
plantini in Spring of l98l posslbly designating a-portion of the site as
a ,,nurslry" frorn ihich ie could transplant as building construction
progressed.
-l hope this gives you enough of an outline on the issue of landscaping'
lf you have iny questions please don't hesitate to call me'
Yours trulyt
Tlvtn/1/lr,ta
Thomas A. Briner
TAB/cg
$
CfItrl
hd
E
$
\)
FTI
T$
$q
$i
6r
F$
H$
r
\%
r\ts
{[
afilH
E?13
$il$
' l0t
tfi
IEil
r
0oT
h
)
{
)
!
aI
I
' o'}ffi :i::i*:,'.H:Y,?;ir* J
' San Diego, California 92108
o14)297-s48O Telex: SDG 69.5032
March 3, 1980
Gerry Tilhite, Chairman
Planning and Environmenta] Commission
Town of Vail
P. O. Box 1OO
Vail, Colorado 81657
RE: Approval of Simba Run Condominium - Special
DeveloPment District 5
Dear Gerry:
At the'Planning Commission hearing 9f February 25, 198O, The
commission required that five conditions be addressed in
order for approval to be granted at the llarch 1O meeting'
Our response to the conditions is as follows:
1. Transportation and private shuttle service - SD? lequiresthat we provide private shuttle service to serve the trans-
portation needs ot ttre project. sD5 further requires that
the developer provide a bus stop.
Our proposed development plan and environmental' impact
report include both of these requirements; however, we have
be6n requested by the Town staff to delete the bus stop from
our project because the the planned stops are at Vail Run to
the easl and Valli Hi to the west. There also seem$ to be
some disagreement among staff members whether to make the
public transportation easily accessible to ensourage its
irse, or to discourage use of the public system in order to
favor the private transportation serviee provided by the
developer.
As we indieated at the hearing, we are more than willing to
work with the Town staff to arrive at the best solution for
both the public and private transportatlon systems for the
project and the Lions Bidge area.
2. Fublic street system - Kent Rose stated at the public
hearlng that the piesent street system is adequate to handle
the traffic generated by the proposed project and that the
current prohlems are created by impropeT or illegal
-2-
on-street parktng which san be controlled by signing andpolicing. The Planning Commission required that this
statement be in writing and we have requested that the
Pub11c'Works Department provide the Planning Commission withthe required dosumentation, which they have agreed to do.
3. Amenities - SD5 requires that the amenlties be open tothe public on a fee basis favoring condominium owners andguests. As we expressed at the meeting, L & M would prefer
not to have the facillties open to the public; however wewill comply with the requlrement if the Town feels it is
Deeessary
If the facilities must be made available to the public, we
would propose to do so on a limited membership basis with a
maximum of 200 memberships, 1-29 of these given to eondo-
mini.um owners. Owners would have priority for reservationof tennis and racquetball courts. Ernployee housj-ng resi-
dents would have access to the amenities at non-peak times.
4. The Department of Communlty Development outlined fourconditions in their 2-20-8O memo r,vhich we have agreed to and
have incorporated into our development plan:
a. A bicycle path w111 be constructed from east to
west through the property.
b. 18 employee housing units as outlined in the memo
and illustrated on our development plan will beprovided instead of 1O apartments required by the
ordinance.
c. Developer will provide private shuttle servicefor the project as outlined in item 1 of thisIetter.
d. The f,ive parking spaces on the south side of tbe
mai-n entrance will be removed.
5. Landscaping - As we indieated at the hearing and on the
landscape plan, subrnitted as a part of our development p1an,
extensive landscaping wlll be provided wlth each phase. lfe
have budgeted $250,00O for landscaping and will hire a
landscape archj.tect to design the detailed Landscape plan tobe submitted to Design Review Board. We will provide maturetrees which will be incorporated into our final landscapeplan. A separate letter from Brj,ner/Scott is attachedregarding landscaping.
Our architects, Briner/Scott were also requested to in-vestigate decreasing the height. The design as submitted
meets the height limit outlined in the zoning ordinance
-3-ll
and we strongly feel that the proposed design results in thebest site plan. If we were to reduce the height of theproject to meet the proposed new ordinance, it would resultin additional site coverage and less green area. Phase I
contains the only portion of the project whlch is 6 storlesin height. Phases II and IIf contain no portions of build-ings over 5 stories in height
Again, we want to assure the Planning and Environmental
Commission that we are more than willing to work with the
Town to make Simba Run a project that we can all be proud
of.
enc.
cc; Pendleton, Sabien & Craft
Briner/Scott
Leon Deicas
DST/kjb
ANA S. TOUGHILL
Presldent
UMNRANDTJM
TOI PI..ANNING AI.ID NX{VIM{MET{IAL OCIdMI$SIC.i
tr!0il,!: D@AITIMBII CF mvllmVfry DEV&,OHIENf
DIITE: 3-7-80
RE: SIMBA HIIN
Attached are the l-etters and other infomatiqr you required on
the Slda &m Develryrent Plan.
ING AllD EXWIRO{MBVIAL COl,&{tSSIt!
2:00 P.M.-3:00 P.M.
3:0O
AGNDA
ffax',ch 24, L9BO
Work Sessicn Vall Village Urican Design Plan
Rrblic Hearing
,-^...t 1.) 4pprovaf of Minutes of 3-1O-80 neeting.
---#A. Corryection- g]}*kgt\In the last paragraph eoncerning
the vote 6ilSiuba-eilfit should be changed to read, "DanCorcoran abstailed."
t parcels of property presently
orared by which were recently annexed into
ffince No. 7, Series 1980.
3.) Public Hearing on Vail tionstrcad Urban Design Plan.
4.> Presentation of Air Quality Report frcrn &rvircrurBntal Health Officer.
IIIEIMAANDT]M
' To: Tum{ ffiJI{crL, pw MF\dBms
, FRfi{: DEPARIMEI{T CF'MdMUNITY DEvELcp[4EI\ru
DAIE: 3-1?-SO
RE: Oomectlcn to PEC Mlrnrtes of 3-l-0-g0 neeting.
$ nage three of the prc Miautes of 3-1O-B0n tbere is an error.rn the last paragraph coneerning the rrcte on sirrba frrn, Dan corcoranabstained.
F?FBi't_
)
DaEe.JULY t6. tq80a
NAUE OF PROJECT SIMBA RUN CONDOMINIUM
I,EOAL DESCRIPTICIq
-LOT
DESCBIPTION OF PROJECT l3a UNITS LoCAlEp 0n RTH FRoNTAGE RoAD WEST
FILING
FRONTAGE ROAD WEST OF VAIL RUN
Tbe followlng informhtlon ls required for submlttal .by the Applicant
io tte Desigi Review Board befoie a flnal approval ea.n be given.
A.) BUILDING IIATERIALS: TVpe of Mat<:rlal' Color
Roof
Siding
.Other tral1 Materlals
Fascla
Sofftts
f,lndows
trlndow Trlm
Doors
.Door Trim
Eand or Deck Rails
Flues
Flashlngs
Chimneys
Trash Enclosures
Other
see attached
fiEfiJbrane - oreY/brown sfnhF .-
I X 6 T 6 G, ttytt Grove pine - see color board
exposed concfete at parking garage
and round col umns
none
meta I
to match siding
none
B.)PIANT },IATERIALS(Vegetative, Landscaping Materials
and Ground Cover)
EoEanical Name Connon Name
at services yard - wall and gate w/siding
including Trees, Shrubs,
Size
lF
re
re
re
to match bui ldlng.
Alum. skylight frames
I
s|HBA RUt'l coNDor.rl Nlut{s 1 - .l Aprll 19
and cobble swale is
for slopes of l5BThe total landscaPed
mately 188,700 s. f.
and gr eater.
I TEM
aria includ r^nffiasphalt path
Thi s includes \airf,Feased adjustment
approxl -
(6:l)
PHASE I I
Engleman SPrti,:e
Lodgepole Pine
Aspen
Narrowleaf poplar
Flowering t rees
Evergreen shrubs
Declduous shrub:
G roundcover
Vines
lrrlgation
FSeed
Soi I preparation
Timber terraces
Asphalt path
42 16'-18'
I t3 8l45 t6'-18'
t87 8l
220 2ll2't Cal.
l6 21./2r' cal.
50 5 gal.
I gal.
I lo,8oo
I lo,80o
I t o,8oo
t'950
2ll2'r cal.
2ll2tt cal ,
?ll?tt cdl .
5 gal.
5 gal.
21./4" pots
77 ,9oA s.f .
77,900 s.f.
77,900 s.f.
1500 I . f.
72
95
8l
8l
85
32
t2
50
150
1600
35
s. f.
s.f.
s. f .
f,
-,r
PROPOSEO TREE SPECIFICATIONS:
Cal lper tlelght
Engleman Spruce - Br-l8r ht
Lodgepole Plne - gr-18' ht
Aspen 2*,, l2r -lq' ht
Narrowleaf Pcplar 21" l2r-ltr ht
Alf trees to be guaranteed for one full growlng seasonr from tlay 15 to September 15.
Sununer or fall plantlng guarantee to be extended lnto the fotlouing growlng season.
IRRIGATICII SYSTEI,I:
llanua'l systern to be used ln all areas seeded wlth native gra5sesr an area of
approxtmately 139,t50 sq.ft. Thls portton of the system wlll be actlvated nanually
as needed. (The natlve grass mlx will use grasses which have a greater tolerance to
drought, therefore lt ls anttclpated that less lrrlgatlon water wlll be used.)
GRASSES E EROSIOil CONTROL:
. .'J
€.-?
llatlve grass area wlll be seeded wtth a mlx of r.restern lvheatgrass, Kentucky
smooth brom, tifiDthyl, red fescue, meadovr foxtail, ]ftite Dutch clover and
seed. All slopes greatsr than 33t (3:t) wtll have erosion control nettlng
place ove r oulch matirrial.
TemporcrLSeedlng of ryegrass and clover wlll be applled to all areas outslde of the
Phase I constructloo llmlts to control eroslon untll the Phase ll constructton beglns.lf the slte beconres ready for seedlng In late surrrEr and lt ls Judged that not enough
growing season renains for the establlstrnrent of permanent grasses, the slte wlll be
seededwlth fast germlnatlng snnual ryegrass so to establlsh a gulck soll cover thatwlll protect the slte fmm excesslrrc eroslon durlng the followlng sprlng $eason.
Pennanent grasses wlll then be soun onto the slte the followtng sprlng when condltlons
permi t.
Sp rcad
6r -8'
6r-81
6l
6r -8,
Eare Trunk
2t to 3l
up to 3l
up.to lt,'
2r to 3l
bluegrass,
wl I dflower
staked in
t
WATER CONSERVATION:
The proposed landscape scheme uses primarlly drought tolerant grasses which will
consume approximately 50t less irrigatlon v{ater than lf the entire slte were to
be planted with bluegrass.
. As proposed, this landscape wlll requi re about l.t million gal lons of irrlgation
water per growlng Feason. lf the entire slte were to be plinted wlth bluegrasst
the water consumption would increase to approximately 2.9 million gal lons.
These figures are based on the assumptlon that durlng an average growing season In
Vail*, biuegrass lawns require about 25 inches of supplemnetal water' and that the
.native grasies will need approximately I Inches of supplemental water to maintain
good color during the surmer.
*Average sumnpr precipitation approximately tr.9 inches during June through September'
a
"*-l Al{D arrrlnch{M'{rAL ffi,[fissrc* I
ACENDA
!{arch 10' 1980
1:00-3:00 P.M. Wck Session on Vail VlLlage and Limsffead
3:0O P.M. Pnblic Hearing
1. ) Appro\ral of lrlinutes of 2-25-80 Meetlng
1' 2. ) /pproval of Develc,prent Plan and lot Line Vacaticn Request for Sjrba &:n
\----/ Candcrninium Project located on Iots G-9 and part of 10, Resrrbdivision
of Block C, Lionsridee Filing No. 1.
3.) Discussion of.Zoning cn eigbt parcels of prtperty presently cnned
W Forest $errrice vdrich were recently arurexed jnto tbe Topn of Vall
by Ordinance No. 7, Series 198o.
4. ) Csrditional Use Permit to a1low instaliaticm and use of an 18 hole
miaiatrne golf course on lot 4, Bloch lr Licnshead Lst Tiling and' lbact H, Lionshead 3rcl Filing.
5.) Parkjag Variance for t?re Celeticn of eigbt parking spaces urderground
to tnrild additional reetjr4 slcace at the Cbest located on Lot 2' B1rch 1,
VaiJ. Lionstread Filing No."z, -
I
r '-)A@.IDA
Febnrary 11, 1980, 3:00 F.M.
Agproval" of ninutes of {anrrar5r 28, 1g8O rreeting.1.)
2.'keliminary disctssiorr of Developnent Plan and lot Line vacatiqr Request.lcrr-W Eun CondcrniniurnProject located on Lots 6-g and a portionbt tO,
Resubdivi3kEfof Block C, Lionsridp Filiag No. 1.
3. ) Approval. of Stnrrcod Condouinium Map. (Tocated in Eas.t Vail)
4.) Setback Variance to aLlor an wrderground gar:a€e on Lot 10, Block Z, yaiL
Village 13th. (Nott Residenee)
5. ) Approval of a Plat llap for Vail Colfcorse llcnnrhsres pfu.se I
To be publlsbed in tbe Vail Tbail cru Febmarry B, 1gE0
. Ueetlng of 2-11-80
lilsfiers hesent
@er filkeneler
Ed Drager
Sandy Mills
Dan C.orcoran
Jtm uorgan (carre in duriag Sirba Rrm presentation)
Staff kesent
Peter Patten
Clnrck Donley
Dick WanIarry Eslsrith was in bulldiag and arailabLe if needed.
n€n Todd, the c&mcil persdl assigned to the reeting uas at a cornty ueeting.
Ed Dmger chaired the rneeting in'the absence of Gerry lyhite.
Item #4 m.s taks first.
leten Patten ec<plained wbat bad halpened at the trc Design Reviw
Board lbetings since the Last pEtr neeting.
Roger ?ltkefir'ier mde a motion to approve the setback varlanee for the
Nortt Residence to a1lcrv an rndergrolnd gprage qr rot 10, Bloc& a, v&ilvillage L3th. sandy Mills said she uoura secma the npiion but askedif the pLans are ncm acceptable to tbe neighbors. peter explained tbatrepresrtatives of the neigtrbons had been prerent at tbe DFts ueeting andthat Mrs. Nott had uorked with David Pee1, tbe Mull-in/Serafin arehiiect,
1o gatlgtv everyone. Peter also erplained that this must go to DesipReview_Board again for final approral. The vote was tat<en] Ed DragJr,
Roger tllkaneier, and sanff Mills rrcted for the approval. Dan corcoranabstained. Jim Mcrgan had not yet arrlrred. Ttle rption passed.
Iten #2 vas taken nert.
l&rfrers Not h'resent
Jack Croehf
Cerry llhite
4.
2,dlscnsslon of and Iot Lirte Vacati.on
Ibo.iect Lots 6-9 and a
This_ is qlly a prelinina::5r discussion of this item. Official pr:blicatianof tbe Rrtclic ltrear.ing o this iten is for Februa:ry 25, l9go.
Diarra Tough:ill, represeuting the Deraelotrrer, introduced the arctritectsand rechanical engineer for the project and prrc a brief tristory ofthe project
Variance for the Nott Residence to alLcnr an r-ur
i.r
i
;
:*i,
I
I
I
:
PE llinutes of 2-11-80
PagB Iho
Diana erplained that lrrey hare planned 1?9 units pLus 1g enpLqree horsing91tF. oriejnalLy only 10 enployee housing units uere p1-anned besause tiatls what tlre zo.ning reguired. Ilolever, the staff requestea that additiCIEl€qrqree housing unlts be added if posslble.
Tlan hiner and Ga:ry fuetisr gave a slide presentatlqr of tbe project.
The Boarcl looled at the rrcdel and asked questions.
Everyone aer€ed that they shcuLd lprk to improve tbe bus stop area.
tb-erg wene quest,ions raised about ttre.heigtrt of buildings. The averagebeieht is 45 feet w:ith the higbesb building bei.ng 60 feet.
lbe B@rd discr.rssed th location of the tot lot.
There uilas a dlsgussicn about the potential cevners of the nnlts. lbe develcpersfee'L-they will harre the sase kind of brryers that ttrey bave at the Spa'ltrictiispeqle utto will only be spending about six ureeks a year trere. rtlere wflr rca mhinnrn of short temr rentafs-and very few cars pirtcing there.
Jim l{orga:r ecpressed a concern that he thinks that the derrelopers area.srdng that everything is going to be the sare as at the spi and bedoesnrt thfuk this can be assu$ed.
lbere vras a di*rlsslqr about encourag,ing develcpers not to brild to theirnaxim.un. Diana sai.d they had not built-to their mxirnur on the gpa; ttreyb{dlt 55 units wbere s were a1lc' rcd. H11eyer, tbey feel they need'tobuild to the mximrn i3 f,hrs locatim. Dick Eyan siia oowrrrcning qruLl-a
harre to be done before de.velqrrent plans are Oiought in or p1ann6d.
Ed Drager asked about cutting dcryn the sire of the buil.dings. Tcm Bnlnersaid they bad r"educed the height as mush as possible. meJ had ended wIiq^*: Ppl$,'e" mrch eloser because valliHi is 18* teei on their property.ue reers the trees vril1 hide a good portion of the project.
T?rere was a discussiql of the Landscaping at the spa and wtrat had knpnesented to the wB abqrt it. Diana said that should not be brougbttlp lr-t rggprd to ttrts project. sre also said they had been nlsreprdsentedat the Desigrr Reviery Boaxd.
Sandy Mills said *le viculd like the Tcmn Coturcil and Design Rerriew Boardto be notified that this wilr officially be discussed at [rre Febrr:ary zb
ryIl"g ug th"! an-ycng interested eould attend and therefore, not ca.useprobrsBs for the developers later on. Everyone agreed that it would bebest not to stuffle people back and forth bltween-boards "r t""-u*" --
happeniag lately. sanoy as<ea cathie to see if a notiee courd bes€nt to the Cor-urcil and DRts.
"PE Minutes of 2-11-8O
"'Page Tht€e
Joe Isandarslci asked if the enpLoyee fnrsing wcnrld be a dorrnitory
or individual aparbnents. Galiy Srctish said that they had orig:i.nally
planned ten two bedrorn aparfirents. ilorever, the staff requested that
tbey break up the units nraking scnre of then studios, swp onb b€droqns
and sne trc bedmors. They lu,ve not increased the square footage hrt
have ehanged the r.nrits fron ten to eighteen.
Joe Lerrandcmrski a.sked if the enployees {Dul-d be able to use the amnities.
Dlana sald th€v qpuld.
Jim Morgan astced about pulclic usage of the anrenities. Diala said tbey
sculd ratber not bave thern cper to the pr$lic but wiLL rcrk with the
Tcmil to do uibat they are requi.red to do.
the access roads were cliscussed.
Kbrt Rose harl joined the reetiag so Ed Dnager asked him about the roannay
systslt il tb area. Kent said the whole maduay systm in the Limsri@B
area is inanequate and beccres upre so as the density grofls. Tlae wtnle
syste$ will ermtually harre to be upgraded.
It was pointed out that the official publicatior of tle item is for
Tdrnu:ry 25 and rrctims for prelininary approval or dlsagrproval will
be rade at that 1iime. Diana sald they wcnrld be prepa:red to do their
presentatio apin.
It€m #1 qas discussed at this tire.
Sanff Mills satd she had a questicn about the sentence on the l{arvin
Sinrcn issue. It reads, "At fj.rst tlES/ had a three foot loft approved
but added firie feet and had them approved that uay." She d€s not
think they lsere approved tbat vray and unnts it to read that they
rer'e built that way.
Sanff nade a rnoticn to appmve the rni-outes with the one above
€nception. Roger Tilkmier seconded. lbe vote was r.rranJ:rpus.
Itms # 3 and 5 vere discussed nert, plus sore additional. plat naps.
Roger fikefieir nade a rntion to approve and sigrr this plat rm.p.
Saldy Mi11s seconded the nptim. Everyone rpted for approval with
Dan Corcoran abstaining.
Sumood Ccndcxninirm Plat n4ap
Roger Tilkereier mde a mtisr to approve and sign thls plat rnap.
Sandy Mi11s seccnded. Ttre vote ua.s unaninpus.
I
t
I
I
i
1.)
I
.II
i
II
i
iti
I.t
i
-.)
lr
***ta AND n{vrRcrl{M't\rrA', cCI/fir'rssroN'
Affi{DA
Febrrrary 25, 1980, 3:@ P.M.
1. ) Approval of Minutes of 2-11-80 l{eeting.
2.) Preliminar:5r Approval of the Develognent Plan and Lot Line Vacation
Request for Sinb? Run Condqninium-koject located crn I-ots 6-9 and
part of 10, nesubdivision of Blodr C, Lionsridge Filing No. 1.
3.) Conditional Use Permit to a]-lcm an o<pansion of thd existjng 1st Bank
Building located on Lot G, Vail Village Filing No. 2.
4.) Ccmditional Use Permit to allcnrr the construction of a Parking Stnrcture
and I?ansporfation Facility on l.ot 1, Block 2, Vail Lionstread lst Filing
and Lot 3, a Hesubdivision of lot 1, B1och 1. Vail Lionstread tud Filing.
5") Approval of a mjnor subdivision for Lots l.!. and 13' Blocl( 3, Vail Valley
1st Filing in order to ehange the Lot Ljne il order to cbange the Iot Line
between Iots 11 and 13 rvhich i.ncreases the 1ot size of Iot 13 so that it
is in exeess of 151000 square feet. (Withdravn at request of applieant)
6. ) Selection of a Pff rlpcrber to attend DBB ueetings.
';,
To be published in the Vail Trail cn February 22, lW
MTTrcITANDIIM o
TOr PLAI"INING AND EnnrnONMmWAL COI!I{ISSI0.'I
. FROM: DPAMMEX\IT OF M]ffI]T{ITT DEVEI.OFI!{ENT
DATE: EEERUAAY 20' 1t?80
R3: CCS{SIDnIATICN IOR
'J)PRC'VAL
OF SII{BA RUN OO{DOMINIUM PRO.]trI
(FINAL PI]Affi oI! PECIAL DE\In,oPMEI{T DISI.RICT 5) AND Ic.I LINE
vncA?IcN oI,Lorf,s 6-9 AND A poHI'IcN 0F Iorf 10, H&SUEDnrISICbI
oF Brocl{ c, LIcNsrmE I'rLrNG NO. 1.
AFPLICAI{I: Sinba, rnc., represented by L & M Professional consultants'
Inc.-Diana Toughill
ffirlTNG: Special Developrent District 5 (Developnpnt Area B)
EilSIING LAI{D tiSE: Vacant
$JRBOTNDNG IAIID US"S: East-Vail Run, special Develcpffiit District 5
(Developrent Area A)
West-Valli Ili llployee Housing Project
North-Casolar Vail Subdirrision, Appro<iruat e]ry 25/"
Developed
Sotrth4forth Erontage Road' I-?0 Interstate
IA}ID US $ATISTICS:
Site Area of Sirba hrn 6.3 acres ot 27414?3 ss' ft'
Building Utilization Areas
Residential:
r' Dpelling Units (@FA) 139,000 sguare feet
Ccnnpn Area (Circulatiqr) 21'CF;O square feet
Aunnities (pool-, rasquet balI, etc) 11'5OO square feet
Parking:
1?1 Covered spa.ces 51r3OO square feet
28 Surface spaces 7r2oo square feet
Service Yarrl 6130O square feet
Total Site Uti"lization Areas
Building area at grorund floor 58'049 square feet
Percent of site 2L%
Open fuace 202'8?9 square feet
Percent of Site 74"1
Tota1 274124:8 sqrare feet or 6.3 acres
PE Merp
Stuba hm-Page 1\p
2-20-80
hellj.ng Units
Tlpe_
Oondqninitm
T!'&lloyee Rental
IUTAL
BACKGOIIND
Average
Sq. Ft. /D.U.
1,000
555
Sinba Rwt
Sq. Ftr lotal
]^29,
10.
sDs
Sq. I't. Total
202,0o0
l0,0oo
sD5
No. Total
2L3
18m
No.::7I uYffi
48ffi,
| 3',l
000
000m139,2l2,OOO
.The $irrba Run project will ccnplete the develolment of $pecial- Developrent District
Five (SD 5). It is the third generation of developrent ideas for the site since
ffi 5 qras coneeived in 1977. In October of 1978 an arnen&tent to SID 5 was adopted
wtrich allo^ed the site to be developed vrith interval cmnership condaniniuns. Certain
requirerents and stizulations relating to interr,ra"l omership-type uses were included
ia the ordinance at tbat tine. Ttre nu,rlrer of urits allcxrable was al-so reduced frqn
155 to 139, with 1O of those required to be euplcSree housing rmits.
Ttre developerts prlrosal crarently is not to have jnterval ownershlp units but single
orvner condcnrinituns. A1so, through neetings with the Cornrunity Developnent Sbaff,
the nurdrer of enployee housing units proposed is 18, rather tha$ the previous 10.
It should be noted that the forner proposal for enployee units were lo-t-wo bedroqn
rrrits of 1O,0OO GRFA, wfiere a-s, ncllr the proposal includes tB unj-ts of the sane floor
area. Ilre advantage is a variation in sizing of the uris as folloq's:
l2-Studlo Apartnents
3Se Bedroqn Apartrnents
s-Tbn Bedrosn Apartrents
Rattrer than putting an individual that is here for the season in a utit with a
stranger, he/she would have their ovn sra11 apartnent. A1so, under this schene,
going by a ratio of one permnlbedrocln, one rnore person could be housed.
SITE PI.A}T
r 4.V
the+h?'due1ling units will be constructed with three buildings consisting of
three eonstruc.ticsl phases. Lllajor recreational- arenities (open to the public
st a limited nerberstrip basis) are three tennis courts, tll;o racquetball courts,
an jndoor srlftlmlng pool and ja.ctez,zi. the intent is "to creat a hrxurious resort
ccnplex with a conesponding high-quality anenity package" (Sinba &m Environrnenta-l
Iupact Report, Januarlr, 1980).
Ccnstrrrction of Phase I (the easternnpst building and covered parking) will begin
in lhLl of 1980. Ptrase II consists of the center buildirs and the recreational
anenities while the westemfipst buildiag cuprises the third phase.
ETs. !
PE Menp
' Sfunba hrn-Page Three
b20-80
Ttre site is vaeant w:ith a mininnim of gromd cover or trees. With the exception of
sgrm steep slopes on the norttnrest portion of ttre property the site is basieatly
flat. Ttte Uuildings have been oriented toumrd views of the Gondola (S) and
positioned to the rear of the property. An aggressive landseapfug plan is proposed
to ereate a park-type atnosphefe betueen the lbontage Road and the brildings.
A tot lot and bicycle path will be loeated jn this area.
As required W SD 5, 85% of the parking is underground (1?1 Spaces). Ttrere are
28 sur1ace parking spaces, also with the required total of 199.bejng ret. A
requironent under SD 5 vtren it \,vas felt the unlts riiould be tirne-shared uas
to-provide for charter bus parking. Ttre developer has ineluded this area north
ot the tennj-s courts but it is feit by both the Staff and the developer that this
'wil1 not be needed nmr that the units will not be tinestrared. Tttis will iacrease
the arnormt of gr"een spa.ce in the project.
Another stipulation of the ordiaance is that no parkirlg be located @ the south
side of any-building. The developer has proposed a.sholt-ternrfive-car lot fu
front of the n'airl oifice lrrhich will have to be renpved. Ttrese ryaces could be
put into the sr.rfact 1ot on the Northrest corner of the site.
Another requirenent in S)D 5 is the cqrstrrrction of a public bus strelter and
trrn-off. After dj-scussions with the Tranqlortation and Public Works DepartnFnt'
it was felt that the witlr the elose pror.imiff of the Sandstone bus stcp artd the
Va1li Hi bus stop it vas probably not necessary to jrrclude another turn-off on
the Sirba Rm property. Moreover, the ordinance requires the derreloper to
provide an on-goiag slnrttte systsn for the occr.U)ants of the project wtrieh fulther-decreases the need-for Twm of Vail bus service. Ihus, when peak rcct{rancy is
reached arcnrnd Ctrri-strnas and Easter, the pri.vate shuttle service can be
correspondingly increased.
Ttre desigrr of the buildlngs is such that the lo1rest heiglrts are. realized
cLosest to the Frontage Road, the area of highest visual iryact. Driving
weslf on the fbontage fioad there will be a large visual fupact of eontinuous
buildines. Ttre otrDosite effect is experienced gpon driving i11 an easterly
Ci-rection. The ir4pact going vrest is aCdressed through heaw plantiag of
Aryen trees.
The facades of the strrctures are rtbtpken up" ttrrou$t protusions a^nd insets.
T[is is an atterpt to reduce the visual i-npact of the size of the buildings.
AIL other remining aspects oJ the SD 5 are rret in the developrent proposal.
qlVlRolil\mmAl, n{PACT RFOFII
the Staff feels the EIR filed for the project is thorough and, for the rmst part'
rrelldocurented. There are rany assu@tions nade as to the behavior patterns of
the future orvners of the rnits, horever, ttrese tylpes of hypothesis are an irfterent
and necessary aspect of any EIR or EIS. A conscientious effort has been nade by
the developer to include alL relevant inforuatlon needed to assess the inpacts
of the proposed. developrent. The Staff feels that the EIR is an adequate docunent
for this type of alalysls.
ISF€
. PEC Msnr' 'Sir*ra h.n-Page Four
2"-20-.90
ErcOi/T\4EhIDATICNS
Ihe Deparbnent of Ccrnrunity Developrent recqmends approvaL of the Sirba
Rrn Condorniniurs subject to the following conditions:
1.) A public bicycle path be eonstructed to Tormr of Vail standards
throueh the property frun the lfestern edge of Vail Rm to the
eastern edp of VaJ"1i-Hi.
2.> That 18 qnployee housing rnits be conslrr:eted according to tbe sizing
square footage as this renorandrm jndicates.
3. ) the developer provide the private struttle transportation servicrj j-n
sr.rffieient form so tttat a higtr degree of seryiee is provided to the
occupants of tle pr"oject.
4.) The five parki-ng spaces lrt front of the nain office be removed and
replaced to tle south of the buildings or r:ndergrourd.
nn*nfa^o D{urncDWE{TAL * orr*orn I
A@NDA
March 10, 1980
1:@-3100 P.M. llork Session on Vail Village and Lionslbad.
3:0O F.M.Public Heariag
1.) Approval of ltinutes of 2-25-80 Meeting
of Developrent Plan and Lot Line Vacation Request for Sirba hmProjet located on Lots 6-9 and part of 10, Resrbdivisionof Block C, Lionsridge I'iling No. 1.
3. ) Dj-scussion of Zoning cn eight parcels of property presently oured
by Forest Service wtdch were recently annexed into the Tovn of Vail
by Ordinance No. 7, Series 198O.
4.) Condltional Use Perrnit to al1ow installation and use of an 18 lrole
miniature golf course on Iot 4, B1rck 1, Lionshead 1st triling andlbact H,,Lionshead 3rd Filing.
5. ) Parking Variance for ttre deletion of eight parking spaces undergroundto brrlld additional reetirlg 'space at the Crest l"wated on l,ot 2, Block 1,Vail Lionstread Filirrg No. 2.
,. ?lanntug and Envi-rsunentuloo*i**ion
Meeting of trlarch 10, 1g8O ldi:rutes
llage One
lvbnbgrs Present
Gerry llhite
Ed Drager
Daa Corcoran
Roger Tilkeneier
Sandy Mi11s (cane in after Staff presentation of Sir$a Run)
ldenltgr not present
Jim lbngan
Qouncil Person Present
Ron Todd
Sta"ff Menbers trresent .
Peter Patten
Dick Ryan
Jin Rrbin
Itsn #2 vas taken firsL.
of Devel t Plan and Lct Lrne Vaeation t for Simba
ium Ploject on Lots 6-vision
Peter Patten gave the Staff presentation. peter said that the Boaxd hadbeen sent copies of letters and other inforration rega,rding the concernson this project frqr the last rreeting. Diana Torghitt naa-nret with skipc'ordon of the Transportation Departnent and peter-ana tney had gone orii-to the site and for.rnd, the best place for the bus trrrn-off . srip also felta shelter rould be best at the location and Diana Toughill fran igreed. peter
said at the tine of the neeting, Diana had said she woulO nave to check rr'iththe architects regardi-ng the location of the bus turn-off. Diana Toughillinterjected here that there is no pr-oblem with the turn-off and shellerat that location. ltrey have. not had tfute to draw it crn the si-te plan, hcfivever.Peter said Kent Rore had sent a Letter saying that he fiads the roa.d to beadequate. Peter also said the FEc had receiied a copy of the letter fromthe architects on the landscapilg and a copy of the lltter frcrn the developeraddressing the eonditions raised at the Z.-1S-SO nreting.
2.)
It.i'.'
!
-Ff'anning and f,nvironnenthl Ccnmission
3-10-80 Minutes-Page T\n
Sinba Run ccntirrued
Diana Toughirl , representing the developer, a"sl{ecl if anyone had anyquestions regarding the naterial presented to thsn.
Ed Drager ashed who will pay for the private shuttle, public bus trrn-off,and bus strelter. Dj.ana said the develqer.
Ed also said that $2bo,000 is gl.25lsquare foot of open qpace on the site.lle does not feel that is adequate. Tqn Brjaer said lhey iraa ur"a that figureafter consulting tao qualified landscape architects. fir*y Uotf, felt the dollararn:unt rm"s srfficient. lhey also both said the planting of trees over 10-12feet tal1 rvould be difficult as they would not have conii-nued growbh.
Ed Drager said that sti11 does not satisfy him.
l'en Bliner said they don'it want to leire a landscape architect urtil theylmow they have an approved project.
S m1g.f said the project was presented and ',<1JdI to the ptr as beingheavily landscaped and his doesr,t feel 9250,000 worth of ten foot treesis adeguate.
Dlana Toughill said tuo people who a^::e exlrerts in their field, said itwas adequate.
Peter Patten said he uanted to point out one rnore condition that be forgotto nentlon earlier. The developer would lil<e to offer 2oo rwnbershipsln anrenities. 129 rrould be for or/ners and the balance open to the pirulie.
san$ M1l1s asked Ed Drager if he stil1 feels the landscape plan is
irradequate Torn Briner said larger trees wi1l not grow.
Roger filkeneier asked to be encused to call a landwape conpany inDenver.
saady Mi1ls asked if by addi:rs auother bus stop on Lionsrid.ge Loop, theservice w:ill be of a lesser quality. Diana Toughill said that at theirree!1ne at the site, $<ip said by adding this siop, it mieht solve theproblens that exist there ncnp.
Boge.r Tilkereier returned and said he had called Rrcky Mowtaln Tbeeexperts and the5r had said a tree 16-18 feet tall (cottonvr.rod) vrcu1d haveno prroblen with continual growth if planted correctly.
Tqn Briner said they had planted Large cottoruoocs a'b the school Boardoffices in rlagle and they had au di;d. He said they tould be glad toget them. He said he wanted to point out that you can get nnre treesat 12 feet than you can at 20 feet. He said this could be discussedfurther during the DRB process.
7
-a fl jlarurir:g and Enirironncn{ Ccrrnissiotr- }'10-EO Llinutes-*Par"-e ThrEe-'
Sinba ft:n eontinued
Dan Coreoran said that since the landscaping is to be done in phasing,
the problan of wtether N foot trees rnil1 gtrov could be handled duringtt€ pha.sing.
C"e'rry lltrite said sprrrce are nnrch sturdier than Cottontcods and rirculd
ljl<e to see those too. Hotvever, he does re l--i"E the cost.
Ed Drager said he sti-Ll has a concern that they are llmiting tbemselvesto $250,000 and that by the tinre they get to their last phase, that anntllltwi.ll have run out.
Roger llilkermier sa;id the condition should be phr.ased $25O'O0O or uore.
Diana Toughill satd they had used that figure so ttrat the Board wsrld
knor that there is money. If rpre is r:eo;rired, they will use nnre.
Sandy Mil.ls said she stil1 has several problerm with this. Tlrere are large
bui.ldings herb with a grea.t inpaet and they need to be screened. There is
a need for a l-ot of Blue Spruce. She said perhaps PEC should gtve a directiveto DRB.
Dan Corcoran said the plan is wtrat is inportant, not the do11ar
Tcrn Briner said it is reconrnended that I 3/4 to 2/" af the total budget
shculd go to landscaping. They are allocating npre than that.
Crerqy llbite asked for a nrction.
Diana Toughill said at the corpletion of Phase I, they will need tbe site
landscaped very well to se11 Pha^se II and so on. Tlrey are going to neke
sure it looks good.
Ed Drager said that is still not adequate.
Cerry Wtrite asked for a nption. Since no one made a nrrtion, Gerry rnadea uption to approve the Developrent Plan and I-ct Line Va.cation Requestfor Sjnba Inn Condoninirrn trroject located on Iots 6-g and part of 10,
Resubdivision of Block c, Lionsridge Filing No. 1 inclurling the conditionsset folth by the staff in the 2-25-8O Ptrf, packet and based on the lettersin the 3-1.0-80 FtrC packet with the modification that flrc ilg be
$25Or000 or fipre as required to fu1fill the nlan_thrt
lelr
lioger Tillre[eier, ffiry lllrite and Ed Drager wted fo]: approval. Sandy
Mi1ls voted against and Dan Corcoran voted aga.lnsb. Sandy felt slrestil-l has problems with this projsJt.