HomeMy WebLinkAboutVAIL VILLAGE FILING 7 TRACT B NORTHWOODS BLDG A UNIT A14I 4."
IOI4N#
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 fax: 970.479.2452
web: www,ci.vail.co,us
Ptoject Name: Aguirre Residence DRB Number: DR8030252
Project Description:
CONDO UNIT EXPANSION TO INCLUDE NEW DORMER AND DECK ADDITION
Participants;
OWNER KISHA CORP 0202/2003 Phone:
C/O ROBERTO AGUIRRE
PASEO JURICA 461
QUERETARO, ME)CCO 76100
License:
APPUCANT KISHA coRP 0202/2003 Phone:
C/O ROBERTO AGUIRRE
PASEO JURICA 461
QUERETARO, MD(XCO 76100
License:
Project Address: 500 VAIL VALLEY DR VAIL
600 VAIL VALLEY DR UNIT # A.14
Locatlon:
Legaf Description: Lot: Block: A Subdivision: NORTHWOODS CONDOMINIUM t V V\ll?V
Par€et Number: 210108111014 hact 6
Comments: 824 sq. ft. of new GRFA
lbVt,3
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:
Vote: Date of Approval= 08107J2003
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0006045
All materials and colors to match the approved Northwoods master plan
Planner: Allison Ochs DRB Fee Paid; $3OO.0O
' SEGERBE[ftrU+J1tH.1 lilflot*LtrTTtr.OF TRANSNflITTAL
1000 South Frontage Road West - #300
vArL. coLoRADO 87657
(970) 476.4433
FAX (970) 476.4608
WE ARE SENDING YOU @-#ached n Under seDarate cover via
w{rints
D Change order
! Shop drawings
D Copy of letter
the following items:
n Specifications
coPrEs DATE NO.DESCRIPTION
a/z,s/az r4oAre)rta ,4r )Brdt "(alr-nr aTzils tu* a qd/ o, ri 4z a;;42>E /{aeaD
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THESE ARE TRANSMITTED as checked below:
d*
^pprouul t/o.,o* ur"
n As requested
E For review and comment
N FOR BIDS DUE
{l
n
n
D
Approved as submitted
Approved as noted
Returned for corrections
! Resubmit -=- copies for approval
n Submit
-
copies for distribution
n Return =-
-
corrected Drints
N PRINTS RETURNED AFTER LOAN TO US
REMARKS
"or"to AL--zz 4?rre _ ./ \_
,rn ,
lf enclo'ures afe not a3 note.d, klndly notlty ue at once,
a O
Aftachment to Unit Remodel Form - R'1 Draft
for Unit A-14
Third Level;
r Enclose exterior deck at east bedroom-
Fourth Level:
r Enclose two existing exterior decks at living room and
exPansion.
o Floor plan reconfiguration with new kitchen' powder
laundry.
r Addition of south and west exterior decks'
o Addition of new windows and doors'
kitchen for
room and
Fifth Level:
oAdditionofapproxirnate|y500squarefeettofifthleve|above
existing fourth level living area'
oAdditionofgableddormeratfifth|eve|withnewwindowsand
doors.
rAdditionofexterior|ifesafetyexitstairtofoutth|eve|deck.
eF|oorplanreconfigurationwi||accommodatetwonewbedrooms
with bathrooms-
r Additron of exterior deck'
I
t
a
Generale elnllg.lg
Existing building exit Etairwell tower to accommodate new door for
fifth levelexiting (see Plan).
Replace existing spiral stair with more functional straighGrun stair
between all levels'
Reposition chimney flue at new dormer for better roof drainage.
New power and lighting layout plan.
New plumbing throughout.
+__!._!_9_l r a115. A rc h.i tc c_t s___,. -+ J:+- 3r.,1r.4_Scperber(, MqYhew &mL"Tffi
c|nrili inl${ilr.r||r!hi,com
iiffi t*ir ,--Ae": tt- t.' *li-;-!lo -1-a 11t1 co lDlDr r Drronc. rur orl .l lst ' .frt:.. Jol 6?:l , 116]I pr,o.ii - ror ' bzr rrsr ,[,t",.i.gi,"jl,l,"rirj
:100
e8@' d abztz@ e@,/t-L/go g6@6 64t A26 sPOOr4qtJ(]N
tz'aEn E|3 r t:(J6
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NORTHWOODS CONDOMINIUM ASSOCIATION
-R-l Unit Form -R-
Urit f! A-14 Srrrt l)rrc: MaYt 2@
Tlrtc lloldcr; KISIIA CORP Orncr: RobcrloAguirru
Tar: 4r 22-7Ao-726O Fq:Bottail 6p*x@blucrvin.+.i
Coltaclc
nppfdcrlrtlvei K[rt A- Sc:Grh.tE Courpeny: Segcrberg, IVlryhcr' & Associntrr'
AtchitErtr
Tc,I: 676-+47t Pax. 476-e60E Erflflil:
troccrbarrld'nnFhs'pott
Awbi0:cr: fu:*at k1rae4!fu CoflrDanYt
Tel:Fot:Erneil;
RGfqaohsos:
Conlrrctn: lo k MenJse4 cGrn!l!)!-
l'olr tlxl Eroail:
Refcrcnc+s;
- - | Psmfi Valut
Fec lnformation [ ,
G,C'E Lca.d: '
c06.49 sq. ft.
I Asrcrd Utit vrlue
| $75{/rq' ft
.-..
DCScfijtion of Requcttt nE!. u,riF !.lox d rttrc[ ! rrritLn dcr!'iFrio.r of th! pmred h6ldit|a rll fldlfhDlio|lt F
grficrrl €ntrr.nDn ckrncrttr rucn rr cncd'or rtll! $t0tocft rr|d lhE c(IlSltLE(lor rdr!6l,ls fdt tlF PtujL(
Se annched Desedption ofREqucfr'
' Ndtc: Square footagc r:clculeliors 5t Bill Picrcc lcnct &rod Moy | 5' ?003
(s* atracbrnent)
ffiffi rr.. i""i"qr6o rbrdc b9f,lc At'octrtlnb-t "Eddclirit ltb lt DrtFdlrcl
Dr.G.Jtd6€. /2-zaj
tsorh.t Arprcral DrE: /- t7-O3
Comllrnf'.
yTU-{7D-ir.r. E trt t- t rt'. t r' rtz t
/ E-MrilI ecr1151fl1t!.rl'n tt ,
z@@'d dtz, z@ e@/Lt/g@ EE@6 E/-b alE spoo|{qlJoN
Norlhwoods Condominium Association
'l'o: 'l'own ol'Vail
Fronr: ,larres Akin, Ceneral Mrrnugcr o1'Nonltwoods Cclndominium Association
P.O. BOX t23 I
vAlL, col,oRADo 81658
3 Cl3,476-3486
l:ax: 103-479-9093
Junc I7, 2003
Rcmodolirrg Plo.iccts
I'ho foltowing unit Renrodel has bccn uppreved by the Architccturul Rqview Comnrittr:c ol'Northwoods
Corrdorniniunr Association:
Unit A-14 -
Enclosc cxtgrior dcck on Jr! levr:l
Enclose 2 cxisting cxtcrior decks on 4il' lcvcl
Adtlilion of 2 extelior dccks on 4'r' level
Addition ofgnblccl dornrcr at 5"' level
Addition of sxterior life sal'cty cxic stair to 4r'r level dcck
Addition ofexlelior dcck on 5"' level
Addition ef rrew windows nnd doors all levels
Intelior remodul
F"irc sprinkler retlofit
a
Approvals ofthese projects nrc conditionnl on the owncrs tbllowing, the Pruccrlurcs for Approval nf Architcctural
Chnngcs Rcqucstcd by Owncrs cstublislred by the Associution,
e[ard s,
tat"^t A 0!"*-
mes B. Akin
cncral Manager
TAA ' d dnz.z@ e@/ L'c /ga eaa6 64t sPOO|1q.lJoN
SOUTHWEST VIEWS
ACUIRRE REMODEL
BUITDING A, . UNIT #14
NORTFTWOODS
vAtt, coLoRADo
SOUTH VIEWS
ACUIRRE REMODEL
BUILDING A, : UNIT #I4
NORTHWOODS
VAIL, COLORADO
t
o
Buildino Materials
Roof
Siding
to match existincr
to match existinq
Other Wall Materials to match existi-nq
Fascia
Soffits
to match exlsting
to match existinq
Window Trim
Doors
Door Trim
t
o
Windows Pe1la per Northwoods
Standards 3/25/200I Brown
PROPOSED MATERIALS
Tvpe of Material Color
to match existing
to match existinq
to match existinq
to match existing
to match exisLinq
to match existinq to match existing
Konnen Brown
to match existinq to match existinq
Hand or Deck Rails Metal and wood per detail
and Northwoods Standards
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notesl
to match existinq to match existinq
Exterior liqht fixtures to match existing
Please specify the manufacturer's name, the color name and number and attach a color chip.
Page 6 of t2l0Zlo7lO2
!
o
t
o
The location and type of existing and proposed watering systems to be employed in caring for plant
material following its installation,
Existing and proposed contour lines, Retaining walls shall be included with the top of wall and the
bottom of wall elevations noted.
Arghitectural Floor Plans:
C Scale of 1/8" = 1' or larger; 1/4" is preferred
C Floor plans of the proposed development drawn to scale and fully dimensioned. Floor plans and
building elevations must be drawn at the same scale.
CTClearly indicate on the floor plans the inside face of the exterior structural walls of the building.
sr, Label floor plans to indicate the proposed floor area use (i.e. bedroom, kitchen, etc.).
{ One set of floor plans must be "red-lined" indicating how the gross residential floor area (GRFA) was
Tcalculated. See Title 12, Chapter 15 - Gross Residential Floor Area for regulations.
uf Provide dimensions of all roof eaves and overhangs.
Aryzfi itectural Elevations:
d. Scale of UB" = 1' or larger; 1/4" is preferred
g/ All elevations of the proposed development drawn to scale and fully dimensioned. The elevation
drawings must show both existing and finished grades. Floor plans and building elevations must be
drawn at the same scale.
n If building faces are proposed at angles not represented well on the normal building elevations, show
-, these faces also.y' Elevations shall show proposed finished elevation of floors and roofs on all levels,
/- All exterior materials and colors shall be specified on the elevations.
{ tn following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney caps,
/
"/v
(
meter locations, and window details.
Show all proposed exterior lighting fixtures on the building'
Illustrate all decks, porches and balconies.
Indicate the roof and building drainage system (i.e. gutters and downspouts).
Indicate all rooftop mechanical systems and all other roof structures, if applicable.
Illustrate proposed building height elevation on roof lines and ridges. These elevations should
coordinate with the finished floor elevations and the datum used for the survey.
Exterior color and material samples shall be submitted to staff and presented at the Design Review
Board meeting.
Lighting Plan:
Ef Indicate type, location and number of fixtures.
o Include height above grade, lumens output, luminous area
tr Attach a cut sheet for each proposed fixture.
II. IMPROVEMENT LOCATION CERTIFICATE (ILC)
Once a building permit has been issued, and construction is underway, and before the Building
Department will schedule a framing inspection, two copies of an Improvement Location Ceftificate survey
(ILC) stamped by a registered professional engineer must be submitted. The following information must
be orovided on the lLC:
o Basis of bearing and tie to section corner
D All property Pins found or set
o Building location(s) with ties to propefty corners (ie' distances and angles)
o Building dimensions, including decks and balconies, to the nea rest tenth of a foot
o Building and garage floor elevations and all roof ridge and eave line elevations
o All drainage and utility service line as-builts, showing type of material, size and exact location
g All easements
Page s of t2l02l07l0z
** ********** * * * * * + + + * * * * + * +* * ** + * * ** * * * * ** * ** * * * * * * * * + +* ++ * t * * * + * *.i * * * * * * * * * *:* * * * * * * * + + ++ * * *
TOWN OF VAIL, COLORADO Statemenr
** **** **** * * * * + * * * * * * ** * * * * * * * * * * * * * * **** ****+******+**+ *** **+***** ******** * + *'** **'!** **** ** *
Statement Number: R030004261 Anount: $300.O0 07/02/ZOO30j.:45 pM
Pa)rment Method: Check Init: DF
Notationi CHECK #L2 682
SEGERBERG AND ASSOCIATES
Permit No: DR8030252 T)T)e: DRB - Addition of GRFA
Parcel No: 21010 81110 L4
Sile Address: 600 VAIL VALL,EY DR VAIL
L,ocation: 500 VAIL, VALLEY DR UNIT # A-14
ToEal Feea: 3300.00
This Payment: $300.00 TotaL ALL Pmt6: $3OO.OO
Balance: $0.00
* * **** *** ** * * ****** *****++* ** * * * *** * ** *** **** *** ** ***
'1.
* *** ** * **:+ * * ** *S+** ****** * * * '**.i:t:r *****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
DR OO1OOOO31122OO DTS]GN REV]EI,'] FEES 300.00
hli;,liFlltlirt i;i ltl', o
thr,t ,ti l(. ll!r Ri,rJ .-i,r'h;r.1.t
9it1.,trar'1,., ['.,rd-l"hrr*.x:, ir'.irii,..,r
l?.1,,,t1 0,, 'rt. At,.'ltilr'( '
li,rll't l{eilinlir. It.'rirrrr:r r,{.ur,itpr
FO( COVER SHEET
FRITZLEN |h.' ARCH ITEcTs
v^tt, cotoiADo
To:
Re:
Date:5l15lO3
Kun Segerberg
476 4608
Nonhwoods A14 arcas
Blll Pierce
Fax;
Sender:
CC: Arhrro Brlllembourg
Youshouu receive l pate(s) lncrudiotdrircovetsheer- rf youffiffi;pages, pr.;
call (97o) 476-6342 En 11.
In rcference b Arulro'r calculation of Aprll I E, 2fl)3, I believe the fotlowint areag are accurately
measured:'
Main Level Area I
Arer 5
Area 6
Upper Laal Area 3 . em5
r r'irr l.,rll \,',r'l !xlhr! | iri\ '',, I Jllt'r:l)i'.. r...l.
.Jcil, llrdrrr:rri'r rr ih4:
tr. .'.'r,,, t;t(,.'r tJj
i iil,,!it. c:il::
[. irrn"ii]...rril.t,1 lri1i'1 11,.'a1
i:rt'q'.\'.iilir:, h:lr'/rJ..', .i
l: ,r',,lrt(r. hi,lllrt'',rr,i., lirrrlrlitr;.-..r't.1 ,\,.r..rt r.r[:rf .r
Kut
tl ".,1 tt OlS tfiis rnorning I met with tn o Town of Vail Planners (warten Canpbell and Allison och9 b.confirm what Ponions of the poposed edditions to Al4 wo{ld be consld'ereJ clFA:-;-"
belreve thrt t re Town'r deflnition of GRFA lr an approprlare rtandard ln that rhe Town will be
deducting GnFA from the Associarions allocation tir"r"d on he popooed addirlons. As you know the
_f3wn {tt bededucting areas the Asrocladon credib to rhe Ownei(le: LCE and arcas filled ln above the existlng Livlng Room).
On 0te Lower Level there is no GRFA ercept LCE area.
On the Main tevef I calculate 159-9S tq. ft of GRF{nor including dre LCE araa, Common Flues, a small ponion of declr area uldTthg up'per le.,el slal)landlng exct-uAea Uy ttre Town, ind ,r..i ' -
assumad o bc under 5 feer'high below ihe sbir.
on the Uppcr Lanel I calculae 246.61 sq. ft. of GRFA not includln6 LCE area of common Flues.
Based on these calculatlons I believe the Owner of Unit 414 should be llabh for asessment based on
a06.49 sq, fL
el,25 sq. ft^
t6,2s sq. ft.
30.36 q. ft.
1s1.EE q. ft.
94,73 sq.ft.
eoo E 1M-SHCUVfiS 809t9tt016 wd 0e:60 nHJ t0/Lo/80
DATB
FACSTMt; TRANSMITTAL
JOBNAME
JOBNT]MBR.
FN(NTJMBR
TG
COMPANY::o.u
FROTVI
REGARDING:
oc
PAGES:
FAX#
FA)(#
FAX*
MNVIG
plcrsc coolsct thc aboye scndcr al the numbcr bclow ifthcrc uc aly qucstions rctarding 0ris transmission.
This fac,similc is inGndcd anly for lhc rdrlrcsscc rnd may contain information ftat is privilcgcd rnd confidcritisl. lf thc rcadcr of lhis mcssagc is
not lhc intcodcd rccipicnt" you 8rc hcrcby norificd drat any disscminstion, distributioo or copying of 6is communicarion ir stricdy prohibited. lf
you havc rcceivcd lhis comrnunicatioo in rf,ror, plcas€ notify us immcdiatcly rt thc numbcr bclow to anangc its rctum. Thank you.
Scgcrbcrg, Mayhcw & Associatcs Architccrs, P.C., A.l.A
Main Omc! lo00 South Front.8. Rord w.!t, Suitc 100 o Vail, CO lt6t?D.nvc. Ollicc | 6 I 7 wl',.. S|r!d. S(ir. C2 . Ocnwr. CO 80202 .
crn!il I Info@maacl$.com
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phortc l0l
9?0 {76 aatl 62t tJJt
. fu: 9?0 {16 460t . fa' iol 6lf 2261
hnp://ww* $narchs co|ll
roo E 'IM-SHSUVnS 809t9rt026 xvd 6T:60 nHJ t,0/Lo/80
T o ue 24 luh 2003 10:14:54 AM MDT
Land Title Guarantee Company
CUSTOMER DISTRIBUTION
Page 1of 9
l0t 7lt otq
Date: 06-242003
Property Address:
Ar4. NORIHWOODS CONDO
SEGERBERG. MAYIIEW
rqN S. FRONTAGE RD.
#3m
vAtr , co 11657
AM: KTJRT SEGERBEJIG
Phom; 9G476-4433
Fax: 97G.476ffi
Scnt Via Fax
Our Order Number: V50001520
From Land Title (M2)Tue 24 lun 2003 10:14:54 AM MDT oa Page 2 of 9
Land Title G.aarte Otrpry
\tr..Rqx{rrcIs Date: 06-?/,-2$03
Our Order Numbcr: v5000I520
Property Address:
AI4, NORTT{W@DS CONDO
Buyer/Borrower:
KISFIA CORP., A LIBERIAN CORFORATION
Seller/Owner:
KISIIA CORP.. A LIBERIAN CORFORATION
lf you have nny inquiries or require furthcr essistance, plea.se contect one of the numbers below:
For Closing A^ssislancc: For Titlc Assistencc:
Vail Title Dept.
Roger Avila
10E S. Frontage Rd. W. #203
P.o. Box 357
Vail, Co E1657
Phone: 97O-(16-2251
Fsx: 970-476-4534
Email: Revila@ltgc.com
Nted_a map or dircctions for your upcoming closing? Check out Land Titlc's web site at www.ltgc. com
for directiors to any of our 40 office locetions-
ESN]I'IATEGIITTEES
Info rrnetion Binder $175. OO
TOTAL sl75 - O0
fo-l|l COIiTACT THANK YOU I'OR YOTIR ORDER!
From Land Title (M2)T o ue 24 Jun 2003 10:14:54 AM MDT Page 3 of 9
IAD ]ITIE G,TAFNNIE OT'IPAIY
INrclCE
Orvnen KISIIA CORP.. A LIBERIAN CORFORATION
Pmpe.ty Address: A14, NORTHWOODS CONDO
Your Reference No. :
When rcferrirg to this order, please reference our Ordcr No. V50001520
. CHARGES.
Irforrqtion Binder $17s.00
--Totel--$17s.00
Plesse rnske checks poyahle to:
Lmd Title Guarsrtee Conrfny
P.O. Box 5440
Denver. CO E0217
From Land Title (M2)Tue 24 lun 2003 l-0:14:54 AM MDT Page 4 of 9
Chicago Ttflc lrsurance Company
ALTA COMMITMENT
Schedulc A
Our Order No. V50001520
Cust. Ref.:
Property Address:
A14. NORTIIWOODS CONDO
l. Effective Date:,hne 02, 2003 st 5:00 P.M.
Policy to be lssued, and Proposed Insured:
lnformstion Binder
hoposed lrsurcdl
K]SIIA CORP., A LIBERIAN CORFORATION
'l-hc estfltc or intercst in the land described or referred to in this Commitmcnt snd covercd hcrein ist
A Foe Simple
Title to the estetc or intercst covered herein is at the effective date hereof yested in:
KISTIA CORP.. A LIBERIAN CORFORATION
The lend rcferred to in this Commitmcnt is dcscribed as follows:
CONDOMINIUM TJNIT A-I4, AND PARKING UNITS AP-12 AND AP.13, BUILDINGA, NORTHWOODS
CONDOMINruM, ACCORDING TOTHE CONDOMINIUM MAP TTIEREOF, RECORDED DECEMBER23,
1975, IN TFIE RECORDS OF TTM CLERKAND RECORDEROF EAGLE COI"]NTY. COLORADO IN
BOOK243 AT PAGE ElI AND AS DEFINED IN THE CONDOMTNIUM DECI.ARATION RECORDED
DECEMBER 23, 1975 IN BOOK 243 AT PAGE ErO OF SUCH RECOR.DS. COUNTY OF EAGLE.
STA'IE OF COITORADO.
From Land Title (M2)Tue 24 lun 2003 1-0114:54 AM MDT
ALTA COMMITMENT
Schedule B - Section I
(Requirements)
The following are the requlremcnts to be complied with:
Ilem (a) Pnyment to or for thc eccormt of the grantors or rnorlgagors
int€rcst to he irrqured
Page 5 of 9
Our Order No. V50001520
of the full corsideration for lhe estst€ or
Item (b) Proper instsunen(s) creafirg the cshte or inbrcst to be irsund mrst bc exccuied ard duly filed for record,
to-wit:
Item (c) Papnent of all tsxes, chargcs or assessments levied end sssessed agairct the subject premises which ele due
and payable.
Item (d) Additioml rcquirernen8, if any dlscloscd hlow:
'ITIIS COMMMMENT IS FOR INFORMATION ONLY. AND NO POLICY WILL BE ISSUED
PURSUANT IIERETO.
From Land Title (M2)Tue 24 lun 2003 1-0:14:54 AM MDT Page 6 of 9
ALTA COMMITMENT
SchcduleB-Scction2
(Exceptions)Our Order \o. V50001520
The policy or policies to be issued will contain exceptions to the lollowing unless the ssm€ ere disposed
of to the satisfaction of the Compsny:
l. Righls or clairrs of porties in possession nol shown by thc public rtcords.
2- Essctnenls, or claifiLs of easemcnts, not shown by thc public rccords.
3. Discrcpalrcies, conllic8 in bomdary linrs, shortage in artu, encruechmenLs, end eny facts which a corrcct surcy and
irspection of the premises would disclose and which ere not shown by the public nlcor{s.
Any lierl or right !o a lieq for services, labor or material llrcrrl,otort or herrafter furnished, imposcd by law and
not shown by the public rtrords.
Defecls, licns, encrunbranccs, advesc claims or otlnr matlcrs, it any, crcafed., first appearing in the public rccords or
attsching sutsequent 0o the effective drte hereof but prior to the dale tlle proposed irsured acquirts of rrcord tbr
vdm thc llstatr or intrrr-st or morfgage theneon coven:d by this Commitsn€nl
'l'axcs or sptcial Lss{$srn€nfs which are not shown as existing liens by the public records. o tlre 'freasurcr's ollicc-
Liem for unpid wstr:r srd sewer charges, if any..
In additiorq thc owncCs policy will be subject t'o the mortgagc, if any, noted in Section I of Schedule B lltrcot.
RIGHT OF PROPRII''I'OR OK' A VT'IN OR LODE TO EX'TRACI AND REMOVE HIS ORE
TTIEREFROM SHOI.JI,I) ,I'HE SAME BE FOUND TO PENETRATE oR INTERSECT THE PR-EN/trSES
AS RESERITED IN UNTTED STATT'^S PATENT RECOruEI) MAY 20. 1905. IN BOOK48 A'I-
PAGE STT.
RIGHT OF WAY FOR DITCHES OR CANAIS C-ONS'IRTJC|ED BY 'I'HE AU'I-HOR TY OF'I'HE
UNITED STATES AS RESERVED IN UN-IIED S'l'A'l-ES PA'IENT RECORDED MAY 20. 1905.
IN BOOK4E AT PAGE 5T1.
RESTRICTI\G COVENAN-TS WHICH DO NOI'CON'IAlN A I'OR"t-EIIURE OR REVERTER CI-AUSE,
BUT OMITTTNG RIISTRICTIONS, T,I- ANY, BASED ON RACE, COLO& RELIGION, OR
NATIONAL ORIGIN, AS C'oN lAIrtED IN II\iSTRUMENT RECORDED DECEMBER l?. 1965. IN
BOOK TE7 AT PAGE 5T5.
TTIOSE PROVISIONS, COVENANTS AND CONDI'I'IONS, EASEMENTS AND RESTRICTIONS.
VVIIICH ARE A BTJRDEN 'I'O THE CONDOMINTUM UNIT DESCRIBED IN SCHEDULE A, AS
CON'I'AINI'I] TN INS'IRUMENT RECORDED DECEMBER 23, 1975, IN BOOK 243 AT PAGI]
El0.
7.
8.
10.
ll.
12.
13. CROSS EASEMEN'I'AGREEMENT DATED AUGUST 21, 1974 BETWEEN VAIL ASSOC^IA'I-ES.
From Land Titl e (M2)Tue 24 lun 2003 10:14:54 AM MDT Page 7 of 9
ALTA COMMITMENT
Schedule B - Section 2
(Exceptions)Our Ordcr No. V50001520
The policy or policies to be issued will contain exccptions to the following unless the seme ere di.sposed
of to the safisfaction of thc Company:
INC., A COLORADO CORFORATION AND VAIL METROFOLITAN RECREATION DLSTRICT
RECORDED DECEMBER 23, 1975 IN BOOK 243 AT PAGE EO9, AS IT MAY AFFECI' A
PORTION OF SUB.IECI- PROPERTY.
EASEMENT AND RIGHT OF WAY I-OR ELECTRIC LINES PURFOSES GRANTED TO HOI,Y CRGS
ELECTRIC ASSOCIA'I'IOI-*. BY VAIL ASSOCTATES. INC.. A COLORADO CORFORA'I-ION ANT)
NORTIIWOODS CONDOIVtrNruM ASSOCTATTON, A COLORADONON-PROI-I]'CORITORATION BY
INSTRUMENT RECORDED MAY 9, 1979 IN BOOK 285 AT PAGE 253 IN WHICH TI{E
SPECIFIC LOCATION OF THE EASEMENT IS NOT DM'INED.
EASEMENTS, RESERVATIONS AND RESTRICTIONS AS SIIOWN OR RESERVED ON 'I'HE
RECORDED PI.AT OF NORTHWOODS CONDOMINUMS.
'TERNTS. CONDTTIONS AND PROVTSIONS OF ASSIGNMENT OF LEASFS RECORDED OCTOBER
20, r9r9 rN BOOK 515 AT PAGE 9r3.
14.
15.
16.
From Land Title (M2)Tue 24 Jun 2003 10:l-4:54 AM MDT Page 8 of 9
LAND TITLE GUARANTEE COMPANY
DISCLOSURE STATEMENTS
Note; hmusnt to CR.S l0-ll-122, nolice is hcreby given thel:
A) The suQject rral proprrty nny be located in a special fsxing districl
B) A Certificarc of Taxes Due listing each taxing jurisdiction rnay tp obteimd fmm the County
Trcasurtr's autho rized agenL
C) The information rtgarding special districts and tlre bor.nrdaries of such districLs mey be obtained frcm
the Board of County Commissioners, the Comty Clerk and Recorder, or thc Cormty Assqqsor.
Note: Effective Septemher l, L997, CRS 30-f 0-406 requns thot all docurnenls rcc€ived for rtcording or filing
in the clerk and rccordeCs office shall contain a top msrgin of at lerst one inch and a left, right and hottom
nnrgin of at lcLst onc half of an inclr Tlre clerk and recorder may refu.se to n:cord or tilc any docurncnt thal
does nol corfonrq except the! thc requircnrnt tor the top rmryin shall not spply to docrtrnenls u;irg forrm
on which spa.ce is provided for recording or filing infonmtion at the fop margin of tlrc docrmrcnt
Note : Colorado Division of Insursncc Regulafions 3-5-1, Paragraph C of Article VII require.s that'tsvcry
titlc cntity shell be resprnsiblc for all rnetl€rs which appear of record prior fo th(l tirne of rccording
whcnever the title entity conducb the closing snd Ls re-sponsible for rrcording or filing of legal
docurnenls rc-sulting trom the trsnsaction which was closed". Pmvided Oraf Lsnd fitle Guaranttc
Company conducts the closing of the irsurtd Uarlsaction and is rcsporrsible for n:cording thc
legal docrnrcnts from the trarsaction, exception nunber 5 will not appear on thc Ovyncr's 'Iitle
Policy and th l,r:nders Policy when issncd.
Note: Affirmativc rnecherric's lien pmtection for tlrc Orrner may be availat e (tlpically by dclction
of Excepion no. 4 of Schcdule B, Section 2 of the Commitrncnt lrom the OwncCs Policy 0o bc
issued) upon compliancc witlr Ote following conditions:
A) Thc lond dcscribed in Schedule A of this corwdtrnent must hc n single femily rcsidence which
includqs a condominium or townhor$e rmil
B) No lobor or materials havr hren furnished by mcchanics or rqtrriel-rrlen for purpos.:s of
conslruclion on the land dcscribed in Schcdule A o[ this Commitrnent within the p&st 6 montlls.
C) The Company mr$t reccive an appmpriaie effidevit in&mnifying the Company agairst rm-filed
mcchanic's and maleriel-nrn's liens.
D) The Company m[st n:ccivc Fyment of thc approprial,e premim
E) If thcrc has heen cons0uction, inpmvcmcnLs or major rcpuirs undertaken on the proFfty !o he purchtscd
within six montlrs prior to thc Date of thc Conrnitrnent, thc rnguiremenls !o obtain covcragc
for rmrccorded liens will include: disclosurt of certain corlstruction infonnstion; financial info rnution
as to the seller, tlre buildcr end or th€ conFactor; payment o[ lhc appmpriolr prtmirrn firlly
execuled Indemnity Agrr{:menls satisfactory to the company, an4 any additional requirernenls
as may be necsssery aftur an ex8minstion of the aforqsaid informalion try the Compny-
No coverage will be given rmdcr any cirurrNtnnccs for labor or mslerial for which the irsured
hss conlmcted for or agrued to Fy.
Note: Punuant to CRS l0-l l-123, rntice is hereby given:
This noticc spplies to owncr's policy commitmenLs containing a mircral sev€nmce instrrtrrrcnt
exceptio4 or exceptions, in Schcdule B, Section 2.
A) Th{tt lhcrc is rtcorded cvidt'nce tlur a mimral cstat€ has hrr:n scvered, leased, or otherwise
conveyed [mm t]rc s[rfacc qstate snd Otat lhcre is a suhstantial likelihood that a third psrty
holds sonr or all intcrut in oil, ges, olher minerals, or geotherrrnl encrgt in Ore pmpeffy; and
B) Thar such minerBl csletc may include the righl lo enter and usc thc pmperty without t}r
sutace ontrr's pr:rmi.ssi ort.
Nothing hcrein containcd will h deemed !o obligatr the company to pmvide any of thc covcrages
rrferred to hercin u css tlr above conditions arc fllly satlsficd.
For:lr DIsCL6LRE O9/OI/O2
From Land Title (M2)Tue 24 lun 2003 10;L4:54 AM MDT Page 9 of 9
O a
.IOIN'T' NOTICE OF PRIVACY POLICY
F-idclity Netional F-inancial Group of Companies/Chicago Title Ituurence Company and
Lsnd Title Guarantee Company
July r, 200r
Wc rtcognize end ruspert the privacy cxpcctatiors of loday's collsltrncts Bnd the requiruments of applicablc fedeml and
-statc priiircy laws. Wl hetievd tlnt irakiiu you awarr o[ liow we use vour non-pubfic rrsonsl intoirmtion ('?ersonal
tnlb nnatiof ), and to whom it is discloscd will form the bssis for a rclatiorship ot trist hetween us and the puhlic
that wc scrve. This hivacy Stetemcnt providcs lhat explanation. We rrserre the right 3o charge lhis kivary
Stnternent fmm tirnc 10 time coruristrnt wilh apf,icablc privucy laws.
ln th€ co[rse of our business, wc may collect Personal Inlormation sbout you from the following source.s:
'? From applications or other fo rrns we rrceivc fnrm you or your authorized reprrsentotive;
'r Fnrm your truns&ctiorls wi0q or from tht sewicc-s hcing prrtormed by, ts, our affilistes, or otlrcrs-;'r From our intcrnct wch site-si
'r From the public rccords mainlaincd by governmr:ntal rntitics thal we eilher oblain direc y from those
cntitiqs. oi fmm our affi lialr:s or othe-rsiand
'k From consuncr or other reporting egencies.
Our Polirie.s Rcgarding the Protection of the Confidentiality and Security of Your Pcr.sonal Intbrmetion
We maintain physicul, clcclronic and pmceduml .safcgunr{s l,o prohct your Personal lnformgtion lrom unnulhorized
uccess or inutsion W'e limit accqss to thc Persongl Information only lo thosc employees who necd such acce.s.s in
cormection with pnrviding producf,s or seryices to you or tbr othcr lcgitimale busim"s.s purF)srls.
Our Policies and Prectices Regarding the Sharing of Your Personal Informetion
Wc may slure your Pcrsonal Informalion with our affiliaf4s, .such as insurance companies, sgcnfs, snd olher rral
rlstslc sclllcrncnt service pmviders. Wr also may disclose your Personal Infornntion:
* 0o agrnts, brukers or reprcscntativcs to provide you with servicrs you have rcgueslf,d;
':' to lhird-party conFactoni or.seryice providers who pmvide s{:raicrs or pcrform marketing or other
frmctiori od our bchalf: ano '! to others with whom we cntcr inlo joint marketing Bgr€crncnls for products or services that we believe you
may find of inlcresL
In additiorq we will rlisclo.sc your Pcrsonsl lnlormation when you diruct or give us permissio\ whcn wc sre nlquirud
!y law to do so, or when weiuspect fraxdulcnt or criminal activitic.s. We aEo may'disclo-se your Personal
lnformation when otherwise pcnirinca try applicable privacy law-s such as, for exahple, wheh disclosurr i.s nu.:dr:d
lo enforcc our righls arlsing oul ol uny agrtement Sansaction or n'lationship with ybu
9o qf Uf impoftsnt rtsporsibilities of some ot our affrliahd componies i.c to r€rord docrrncnl-s in tfu public dormin Such-docrrnrnLs- may conhin your Pr:rsonal lnforrnstio[ '
Right to Accsqs Your p"."on"t Information and Ability to Correct Errors Or Rcquest Changes Or Deletion
Certain statqs afford you the right to access your Penonal Informglion and, rmder ccrlsin circrnrstances, !o find out
lrr whom your Pcnonal lnlormation has brcn disclosed Al.so, cerlain.statc.s afford you thc rishl tro rcqric.st conectio4 smcndmenl or delction o[ your Penonal lnlbrmation We reseryr thc right where permitti:d ty law, to
charge a rcasonable fee to covcr th€ cosls incuntd in responding to .such tcquests. "
All.requosb submittrd_0o_ the Fidelity Nlnorul Tirnncial Group of Companies/Chicago Title Insurancc Company
shall be in writing, and delivercd to the following addrrs.s:
hivacy Compliance Offi cer
Fidclitv N afionsl Financial. Inc.
4050 Csllc Rcrd, Suitr: 220'
Sonta Barhsra CA 93110
Multiple ProducLs or Serviccs
[f we prol$t yolt wjth mort Oran onc firuncial pmduct or servicc, you nray receiye mort than one privacy noticc lrom rc. lYe apologiz,c for any inconvenicnce this may csrrso you.
Forrn PRrV. POL. OtI
DEPARTMENT oF coMMUN,f) ouurroPMENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT PCTMit #: BO3-0237
Job Address.: 600 VAIL VALLEY DR VAIL Status.....: ISSUED
Location......: 600 VAIL VALLEY DR # A-14 Applied...: 08122/2003
Parcel No....: 2l0l08l I l0l4 Issued ...: 09/15/2003
Project No...: ? q'O >- O^a 2^ Expires...: 0311312004
owNER KrSrrA CORP 08/22/2003 phone:
C/O ROBSRTO AGUTRRE
PASEO .]I'RICA 461-
QUERETARO, MEXICO 75100
Iricense :
CoNTRACTOR BECK & ASSOCTATES, rNC 08/22/2003 phone: 970-949-1800
P.O. BOX 4030
vArrJ, co
8L558
License: 117-A
APPLICATim BECK & ASSOCIATES, rNC 08/22/2003 phone: 970-949-l-800
P.O. BOX 4030
VAIL, CO
81658
Lricense: 117-A
Desciption:
CONDO UNIT EXPANSION TO INCLUDE NEW DORMER AND DECK ADDITION
Occupancy: Rl Multi-Family
Type Construction: lll I -HR Type III I-Hour
Type Occupancy: ??
Valuation: $449.925.00 Add So Ft: 880
Fireplace lnformation: Restricted: Y # ofcas Appliances: 0 # ofGas Logs: 0 # of Wood Pellet: 0
+*l**'l i *a'r **:*'ltt *
Building---> $2 ,953 .75 Restuarant Plan Revicw--> $0. 00 Total Cslculated Fees-> 95, 008 .69
Plan Check-> Sr,919.94 DRB Fee-------.---> 90.00 Additional Fees----> $0-00
lnvestigation-> $0. 00 Recreation Fee---------> $132 . 00 Total Permit Fee-----> $5, 008 . 69
Will Call-> 53.00 Clean-up Deposit---> $0.00 Payments------------> $s,008.69
TOTAL FEES--> Ss,008.59 BALANCE DUE---> $0.00
Approvals:Ifem: 05100 BUIIJDING DEPARTMENT
09/10/2003 JRM Action: AP
Item: 05400 PLANNING DEPARTMENT
o9/o3/2oo3 ao Action: AP
Item: 05600 FIRE DEPARTI,IEMP
08/25/2003 mvaughan Action: AP 1. plans do not
reflect current or needed changes to the existing
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL. CO 81657
970-479-2138 it:"'-\{^r}t *-\
, r rt ii-.\).r ,4{ -,,
\-)
PAGE 2
't**tt*:|':f*******+'i'f,t*'i*{.|*'t't*'|t'}****'}'}{.'t't**'t*,f**'t*,t,},t******+*:*'f{.***|i*{t't*'}'l*!t**'i**'l'}'t:t*********
CONDITIONS OF APPROVAL
Permit#: 8,03-0237 as of 09-15-2003 Status: ISSUED
*{.*******,|t'}'}*'t*******,|t{t'}'}*{''*'}'|'}***{.*'}++****+*!t*,*'**it*{tj|.,t!t**!i**'t***'**++****{t'r***tt'}'t:t'********
Permit Type: ADD/ALT MF BUILD PERMIT
Applicant BECK & ASSOCIATES, INC
970-949-1800
Job Address: 600 VAIL VALLEY DR VAIL
Location: 600 VAIL VALLEY DR # A-14
Parcel No: 2l0l08l I l0l4
Description:
CONDO I.JNIT EXPANSION TO INCLUDE NEW DORMER AND DECK ADDITION
Conditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CI{ECK FOR CODE
COMPLIANCE.
Cond: l4
(BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: l6
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.3IO.9.I OF THE 1997 UBC.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Applied: 08122/2003
Issued: 09/15D003
To Expire: 03/1312004
sprinJ<ler and alarm =f"rn". plans shall be subnittt
under separate cover. Stanped/engineered plans
required.
2. Contractor shall enaure that ALIJ rneaaures
are taken in order to prevent false alarm activation.
False alarms due to construction activities will not be
tolerated, and will resul.t in prosecution under the false
alarm ordinance. VaiI Fire i6 willing to meet prior to
demolition to discuss prevention measures.
Item: 05500 PITBIJIC WORKS
09/to/2o03 Ls Action: AP
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
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 as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this shucture according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Tolup applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.IIOUR HOURS IN 'i:^w:OFFICE FROM 8:00 AM - 4 PM.
CONTRACTO HIMSELF AND OWNET SIGNATURE OF O
* + + *'t **** | *+ * ** t * * **l * * * * f t r* * * * + + * * *+ * + i * f t* ** *i+ * ** * + * + * * +* * ** + + * ** + + ** * **** * * * + * * *f * * * * * *
TOWN OF VAIL, COLORADO Sratement
* * * +*** | * *** * 'l+f + * * * + + * * * * ++ * + * ** ** + * * ** ** *t+ + +* t ++ * *t + *** +**** * + * * * t t ** * * ** * * * * | ** * * * * * ** * *
Statement Number: R030004589 Amount: $5,008.69 09/Ls/200301:18 pM
Palment Method: Check Init: DDG
Notation: Beck BuiLdinc
Co. 6777
Permit No: 803-0237 Type: ADD/ALT MF BUIIJD PERMIT
Parcel No: 210108111014
Site Address: 500 VAIL VALLEY DR VAIL
Loeation: 500 VAIL VAILEY DR # A-14
TotaL Fees: $5, 008 . 69
Thie Payment ! $5,008.59 TotaL Ar,L pmts: g5,0og.d9
Balance: $0.00
+* * a * * +* * t*+'i * +* + * +*t'|+ *** * l*** ** + *+ ** t * *:! * ** ** * * * * * * * +* * ** t * ** * * * * * * t* * ***+ +*** t * f, * r *** + * + *
ACCOTJNT ITEM LIST:
Account Code Description Cunrent Pmts
BP OOlOOOO3illiOO BUiLDING PERMIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
RF 111OOOO31127OO RECREATION FEES
|.lC OO1OOOO31128OO !,IILL CALL INSPECTION FET
2,953.75
1 , 919. 94
132.00
3. 00
5008.bi
-r
-: | ; ux uLr APPlicATlOfl
+t:'/
TOTfi OF
':LLV
P rcle c t *:
Suiliing Permit
-c-?113,[1sr
lI!GPP L
mecntll !br
VED
2003
f 5 S, Froniage Rd.
Vril, Cclo rado S1657 -
cE r.r rarc roR i )l Fo R !1A;ro N
'I c i ::,:: :.: : ?,'r: n: : 5
l^,.1\;,0 q\Q-rqno:\\aq Yof t:oo
-r o,vn ci V3ri R:J )lo
Em^?il ad d fess:
ntiacior sign ature:
EUILDING:5
PL,JMBiNG:s lJ ILL'|-
VALUATIoNS. FOR Bt]lLDlNG PERMIT Labor & Materials
vwwt.eaQle'co u ni/ com
For Parce! # Contact -ca le Coun Assessors Ofiice at 970-329--8640 oltisit
"--*FOR OFFICE USE ONLY
O ccu ancv Grou
Parcel #\o\DKtttol
Jcc N.ame.RcurRKE RE
Job Acir3ss iira^-, q
Legal Desc riPtio n
P hon e:
hone: 4Z trill- ,.''d ,rl**n rhl CD,ch ii3cJ Desr!..f 3r:fian.:. q4q-nh&
ffi 'led;es;tol'on ci
"vo.rK'
Acdltion ( ) Remocet a =a=ir I Oemo ( ) Other ( )
work class: New 1 1 D* "n EHU exist ai ihis locaiion: Yes ( )*o,P{
\l/ork Type: lntericr ( )ffit't I Eoth}{'
[-r wo-ian,tY ( ) tulurtr-iamilY Ccmmercial ( ) R3siaurant( ) Other( )
Type of 6ldg.: Singi3'iarnilY (. NQ4E ffi; o-"llt, Units in this building:
of FirePlaces Existing: Gas
rt/ood/Pellet ( ) \ruood
NOT ALL '.ry-
No/Tvce oi Firsolac3s Prooosed: Gas A'?oiralc3s { r-j Ie):
ffiarm-E El Yes
e of Constructton:
Other Fees:
ORB Fees:
FrE.-ric wav-eer-gf.es Date ec e iv ed:
oi t?ai2aa1
o
o
Questions? Callthe Building Team at 479-2325
IOll'N
Department of Community Development
Project Name:
Project Address:
/ This Checklist must be comoleted before a Building Permit aoolication is
accepted.
o All pages of application is complete
I_l
I l',{lt
d smok.e detectors shown on plans R 1.0
/ rypurand quantity offireplaces shown R3,l
,Applicant's Signature:
./
\wail\data\cdev\FORMS\PERMITS\BLDGPERM.OOC
Date of submittal:
Received By:
o4!022003
r 65E
Northwoods
To: Town ol'Vail June 17, 2003
Frorn: Jarnss Akin, General Managor of'Nonhwoods Condominiunr Association
Subjecr:.Unir A-t4 - RenlodeliDg prqiecrs
Thc following unir Remodel has bc'cn lr)t)roved by the Architccrurul Review Comnriitcc ol'Northwoods
Condominium Association:
unir A-14 -r Dnclosc cxtcrior deck on ird level o Enclose 2 existing cxlcrior d€cks on 4rr! level r Addition of2 Extcrior dccks on 4,h level . Addition of gablcrl dormer at 5,r' level r Addition of exterior life salcty L:xit stjair to 4rr, level dcck o Addition of cxlcrir.rr deck on 5r" level r Addition ofnew windows and doors all levels r Inrcrior rcmodcl o Firc sprinkler retrcfit
Approvals ofthese projccts urc condilional on thc owncrs lbllgwing thc prorcdurcs for Approv*l ofArchitccturol CIrrngcs Rcqucstcd by Owncrs cstublished by fhc Associarion.
Renards.g;; K 0!;
,/ J.fmes B. Akin
( fcnoal Manager
Nor^ thwoods ' ti .lun 03 1?ro8 ) |,rr at I e\t rv6 rs..!.c-"t'.t= ":_::@6/ 77 /@3 @7e P.@@L
p.z
. NORTIIWOODS CONDOMINIUM ASSOCIATION
Forn -R-l
Scc dtaclrcd Dcrcri4ion of Rcqucct.
r Note: Squelc footrgc cdculaliors pcl Bill Pictcc lener d{cd Miy 15. 2003
(EcG attlchrhcnt)
Ttrto lloldcn KISHA C0RP
Td: 41 72-7tq,72&
Coufrctc
Comprny: ScacrbcrS, lt[ryftcr & Associri*'
C.C.E l,cascd: r
406,49 rq. ft
D.llcfiptio! Of RG{UCft: nar -* t*lcr q lLcl r *ritbr &r.riDtion cf qrc prqrcr irchdirt rtl hodlfErdo.rr D
!.nrrd Eo; It cbrzD|t r.Eh ! 6rc.ior rtllr ..d tooS |ltd lh. cxnl'rrdloti roCote fa S. Fric !
'€"/2-2A3
Bord Appoval Duo, (- fi-O3
Nonthwoods
)ezo
4zs s@sa aetvtaz azJ P.a@?
Attachment to Unit REmodel Form - R-'l Draft
for Unit A-14
D esc ri oti o n of Re-o u est :
Third Level:
o Enclose exterior deck at east bedroom.
Fourth Lqvel:
r Enclose two existing exterior decks at living room and
exPansion
r Floor plan reconfiguration with new kitchen, powder
laundry.
r Addition of south and west exterior decks,
o Addition of new windows and doors.
kitchen for
room and
Fifth Level:
o Addition of approximately 500 square feet to fifth level above
existing fourth level living area.
r Addition of gabled dormer at fifth level with new windows and
doors.
r Addition of exterior life safety exit stair to fourth level deck'
r Floor plan reconfiguration will accommodate two new bedrooms
with bathrooms.
o Addition of exterior deck
Ge0eral Comfnents:
r Existing building exit stairwell tower to
fifth level exiting (see Plan).
r Replace existing spiral stair with more
between all levels.
r New power and lighting layoul plan.
o New plumbing throughout.
ac@mmodate new door for
functional straight-run stair
Reposition chimney flue al new dormer for better roof drainage.
ScEcrberg, Mayhew &
Mrin Ollicci l0lt0 $ostl Ptontrlt Ro!.I - w.i(- suiL
Oor.+r Oifitrl t(17 !Yrz.. rir!.t, $uitc C2
crrril i in fo@rMtchrcon
Associates Architccts, P.C.. A-l.A'
ar$r --it n*', CO- iOiO2 , tbo";r lol lt2l lltt ' -fu: -r0l 621 2262
llh://vww.tGuthl,cotn
L:O zT+
ACTION FORM
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Location:
DRB Number: DRB0302S2
CONDO UNIT EXPANSION TO INCLUDE NEW DORMER AND DECK ADDMON
Hh nF.^iVl:-[) bll$
TOI4'Nffi
De
Project Name: Aguirre Residence
Project Description:
Participants:
OWNER KISHA CORP
C/O ROBERTO AGUIRRE
PASEO JURICA 451
QUERETARO, MEXICO 76100
License:
ProjectAddress: 600 VAIL VALLEY DR VAIL
600 VAIL VALLEY DR UNIT # A-14
0202/2003 Phone:
C/O ROBERTO AGUIRRE
PASEO JURICA 461
QUERETARO, MEXICO 76100
License:
APPLICANT KISHA CORP e710212003 phonet
Legal Description: Lot: Block: A subdivision: NoRTHWooDs coNDoMINIUMs
Parcel Number: 210108u1014
Comments: 824 sq. ft. of new GRFA
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: 08/0712003
Cond: B
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005045
All materials and colors to match the approved Northwoods master plan
Planner: Allison Ochs DRB Fee Paid: $3OO.OO
o
U AI.ID I' IJ.IJIRN PAGE B2
Ausrut It,2003
Mr. Melisaa Grccaalor
Grccorner Dcsip Grup
12 vril Ror4 Sqirc t00
vail CO t1657
RE: Rcsrlre -Albcsr Edk SrylhB
Nor6noodr Cmdorinirm Colcx
600 Yail Vltlcy Driw, Utrit A4l4 vrilcO tl6i7
Projcd llo. 030$l
Town of Vail
OFF!#il OOPY
Dcrr Ms. Crrccorarr:
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U AI.ID D EruIRN PAGE O3
Mr. Mdbtr Gtl .ia
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March 18,2004
Mr. J.R. Mondragon
Town of Vail Building DePartment
75 South Frontage Road West
Vail, CO 81657
RE: AGUIRRE RESIDENCE, NORTHWOODS UNIT A-14
Dear J.R.:
Per your request for information on the wall assemblies for the Aguirre
Remodel at Northwoods, the following information identifies the assemblies
for our R-1, Type 3, 1 Hour building classification. On plan notes, we refer to
structural steel columns and beams. These are the following classified
assemblies:
Columns - GA File No. CM1400 - UL Design X526 - 1 Hour.
Beams - GA File No. BM 1137 - UL Design L524.
Walls - GA File No. WP 1052.
Exterior Wall - GA File No. WP 8005.
Exterior Wall (2 112") - STC-45 -Variation 13C.
Please refer to the attached sheets and let me know if you need any further
information.
Sincerely,
SEGERBERG. MAYHEW & ASSOCIATES, ARCHITECTS
KAS/rt
enc.
Segerbers, Iyry_!9_w & 4r sociates Arc
{6
D'{
hitects^ P.C.. A.l.A.
Main olTice: 1000 South FroDIiiec Road \4cst. Surtc
De vrr Oll icc: l6l 7 Wr/ee Sirccr. Suilc C2
cmail: info(a'smnrchs.com
CO 8f657 . phone: 970 476 4431 . fax: 910 4?6 4608 tt0202 . phoni: l0-1 621 ll55 . fax: l0l 623 2262
httpJ/www.snrarchs com
100 ' Vail.
Dcnvsr. CO
Kurt A. Segerberg,
President
, STEEL FMIIE OYPSUTII WALLBOARD
Base layor r/.' proprtetary type X gypsum wallboard appllod to b€am cage with 1'Typo S'
12 dr)4fliil| scr€ns 12' o,c. Fao. layer t/r' propdetary typo X 0ypsum wallboatd applied
to beam cage wtth 1r/rr Type S-12 drlwall acrews 12'o'c. Jolnls offeot {rom bas€ layor
lolnte.
seam cage fqldoated trom Nb. 24 gags t/.'x 1r/t' st6ol angles screw attacied to Eteel
lolstE at:6adm top flange and No, 25 gage 2rlu' 3lo€l runners hookBd over boam.lower
t{ange Ana bupportlng 1it' steol studs 24' o.o. Minlmum beam glze w8x15. (ono hour
unres0rlned borm.)
Amarlcan Gypeum Company - r/r'FIREBLOC TYPE C
BPB Amerlci lnc. - l/r'ProRoc'" Typo C Gypsum Psnols
G-P Gypsu'm ' 1lz'loughRocko Rreguarda C
taJarge North &nsrlca Inc. . t/2' Fkechock' Typo C
Nstonal Gypsum Company - t/.' Gold Bon@ Btsnd FtRE€HlEu CrH
Gypsum Wallboard
PABCO Gypsum 1/2'FLAME CUReoSupor'Cl
Templ€-hliuid For€st Producb Corporaflon - r/t' TGc
Unlt€d Stab3 Gypsum Company - 1lz' SHEETROCKo Brand Gypsum
Pansls. RRECODEO C Cor€
Flre Test:uL Rl31S-.|91,7.1&75;
Based on UL RIl660-7 & €,
11-12€7i
UL D€6lgn 1524
GYPSUH WALLAOAFD, STEEL COLUMN COVEB
Blro layer t/z' typ€ X gypsum walboard apptied around W4xlg cotumn and held In Dlac€
nith pap€r masklng tape. Seoond tayer r/r. typ€ X gypsum wallboard applisd around
column and held In plac€ wlth pap€r masking lap€. Faco layer oih6r No. 24 MSG
galvanizad sted cohrnn @ver consisting of two L-shapod 9€cfons with snap-tock
sheot steel joints or No. 22 MSG galvanized 8te€l column covgrs conslsting of two L-
6hap€d 8€ctbns witr lap ioints fastened with No.Bx&. she€t metal scrsws 12. o.c.
uL NCsOS(l -6), 71 NK2639,
12-?3-75i
uL NC505, ZNK|518;
UL D€shn X526
uL NC5O$(1.6), 71 NK263g,
12-8-75i
uLNCSqr, rNK1518;
ULD€dgn)/.ffre
CYPSUM WALLBOARO,coLumN covER
B||c lay6r r/2' h/ps X gypsum wallboard appliod W4x13
wlth papor magking tape. Socond layer 6lth€r
covor conEl8llng of two L-shap€d ssctons wlth
MSG galvanizod ste€l column covdrs coffils ng ot
lctrts fastoned wih No.8xr/z. sheot melat scr€u,E 12.
gypsum wallboard appli€d wirhout horizontal lolnF to
drywall scrows 8' o.c. spacod 1 ' lrom vertlcal odgos.
corners wllh 1'Typg S drywalt screws tU o.c. in
OYPSUU WALLAOARD, GI-ASS IIAT GYPSUil SUASTRATE,
STEEL SIUDS
EXTERIOR SIDE: One lay€r ry!' proprl€tiary typE X glass mat gypsum Eubstrate (sheathing)
appliod parallel or at rlght angles to 33t" ste6l studs 24'o.c. wlth 1'Type S conoslon
reslstant screws 8' o.c. at vortlcal gtuds and 12" o.0, al Dorimetor runners. Joints caulk€d
with frexlble, non-hardonlng building sealani or cov€red with woather erpossd claddlng
or finiEh Eystom.
INTERIOR SIDE: Ono layer q!' proprletary typo X gla$ mat gypsum substrate, glass mat
wator-reslstant gypsum backlng board, gypsum waltboard, wat€r-r€slstant gypsum
backlng board, or gypsum ven6€r bas€ appllsd parallsl or at rlght angles to studs wilh
1' Type S drywall sclev/s 8' o.c. at suds and 12' o.c. at ffoor and csiling runnors. ( LB)
Thlckness: 4tl'.
Umldng Height Sublect to d€slgn
Approx. W€ight: 6 psl FlroTEst: CTC 217r€996. 7-12-90
G-P Gypsum
PROPRIETARY GYPSUM BOARD - 6lt' D€ns-Glass Goldo Firoguardo
GYPSUM II/ALLEOAR D, STEEL STUOS
On€ layer 6/r' type X gvpsum wallboard or gypsum von€er bas€ appll€d parallot or at dght
angles to aac+r sldo ot3!is'st€€l studs 24'o.c. wlh 1'Typ€ S drywall scrows 8. o.c. at
vortical ioints and 12' o.c. at wall porimoter and lrt€rmediate studs. Fec€ layBr V.- typ€
X gypsum wallboard or gypsum vsnser base epplied paraltsl of at right anglas to ONE
SIDE li'ith lVC' Type S drywall scr€w8 12" o.c.
Jolr s stagg6r6d 24" each laysr and oide. Sound testod with 3r/2. gtass fiber lricllon flt in
stud spaca. (NLB)Thicknsss:
Umltlng H€lght:
Approx. Welght:
Flr6 TeEl:
Sound Test:
5112'
R€fer to Soc'don lV
8 osf
Se€ WP 1200
(FM WP-45. 6-1$68;
osu T-1770, &61;
uLc 79T484, 79T500,
79T497, &21-81,
ULO D€slgn W415)
NRCC 817-NV, 2-3.81
MMfu\A(
March 4,2004
Mr. Charlie Davis
Town of Vail Building DePartment
75 South Frontage Road West
Vail. CO 81657
RE: AGUIRRE RESIDENCE, NORTHWOODS UNIT A-14
Dear Charlie:
Per Chuck Coe's request of Beck Building Company, I am submitting for your
records some additional clarification drawings for the Aguirre Remodel. The
sketches are meant to describe the following areas of construction.
Party wall condition between adjacent units.
Mechanical room wall.
Clarification of eave detail showing beams and fire proofing wrap.
Existing roof to new roof connection.
Wall and roof section at dormer and lower roof showing wrap of
beams and fireproofing.
Roof plan with references.
Please keep these for your records and call me if you have any comments.
We are anticipating beginning construction for phase ll of this project in late
April, 2004.
Thanks for your help.
Sincerely,
SEGERBERG. MAYHEW & ASSOCIATES. ARCHITECTS
Kurt A. Segerberg, A.l.A.
President
KAS/Irt
enc.
Segerbcrg, Mayhcw & Asso ciates Architect s, P.C., A.l.A.
r32i7
o
o
o
o
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Main OITice: 1000 Suuth Frontaee Road WcsL. Suite
Dcnvcr office: !617 wazcc Sircet, Suite C2
email: inlbaa smarchs.co r
300
DeDver.
8t657 . ohone:
phoni:: 303
Vail. CO co 80202
9'10 176 4433 . fax: s70 .176 460t1 623 3355 . fax: l0l 623 2162
httptr/wwwsmarchs.conr
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From:
To:
Date:
Subject:
Charlie Davis
JR Mondragon
0212512004 10:55:14 AM
Re: This is my reply to Chuck Coe in regards to Aguirre
Yes I think you covered the items. No matter how hard you try, Chuck will still need some type of
clarification. Let me know if I can help any further.
>>> JR Mondragon Q212512004 10:17:13 AM >>>
Chuck ,
The following are reply's to your questions,
per fax dated 02-19-04 the glass door placement and materials listed on sheet A 3.1 is
APPROVED for installation as presented..
Regarding the letter dated 1-29-04 from Fritzlen Pierce Architects: trim above 40 feet is required to be
non-combustible (2003 IBC 1406.2.2j fire retardant treated materials are NOT allowed.
ln reply to Coe email dated 01-29-04 3:44 pm, discussion between Chuck and JR on items lettered
a,b,a,b. The answer is YES to those spefic questions
ls this ok Charlie?
JR Mondragon
Senior Building Inspector
Town Of Vail
Email jmondragon@vailgov.com
970479-2143
From:
To:
Date:
Subject:
"Chuck Coe" <chuck@beckbuilds.com>
"Charlie TOV Davis" <cdavis@ci.vail.co.us>
02l1gl20o4 3:23:43 PM
Northwoods exterior finishes and other
Charlie and J.R..
Review of Bill Pierce's letter to the Northwoods Assn.(Jan 29th,' 04) has brought up the need for some
clarifications regarding exterior finishes as discussed at our meeting (Jan.28th,' 04), and prior discussions
between the three of us.
Bill's letter states that flre retardant him is required by code above 40', In a later conversation with Bill,
he said that was per the new, pending, code. \Mrich statement is accurate, and better still, which do I need
to adhere to? Could you provide section references, please?
Bill's letter also states that soffits should be non-combustible regardless. ls this true in both codes? lf so
which do you prefer I adhere to? Again, section references, please. I am assuming that non-combustible
means that a fire-retardant treated material will not suffice. correct?
The reason I pose these questions is, that previous discussions produced slightly different answers, ie:
a.. Untreated trim was discussed as OK to use, without mention of a 40' limit.
b.. Fire-retardant treated soffit material was discussed as being applied over an approved t hr assembly,
in order to match existing sofiits.
The only soffits to be affected would be on the new, added dormer, and a section of roof over the new
4th floor corridor fire-door configuration. I mentioned to you ,Charlie, that this configuration will be
changing.
The new configuration of the 4th conidor fire-door is described below, as I don't have a drawing of it yet:
Sheet A3.1 of Permit set of Plans - left hand side of page on 1 of A3.1 . - Down-page from the
intersection of Gridline 1 and Gridline B, is an existing window. lt is proposed to replace this window with a
10 lite door to retain natural lite in the hallway and use the existing fire stairs and access doors without
modification.
Kurt Segerberg discussed this in person with Greg of the Building Dept. (sorry don't have his last name),
and was told that a 20 minute rated door would be sufficient at this location. Could you please verify that
rating? We are planning ,at this time, to use a laminated, rated glass to satisfy the safety glass
requirement at this location as well.
Finally, I will be faxing product and application information (for your approval) regarding the
factory-applied fire retardant we wish to use to on the cedar siding as discussed at our Jan. 28th meeting,
and in subsequent emails.
Thanks again for all your help!
Chuck Coe
Superintendent
Beck Building Co.
Pager (970) 904-1300
Email chuck@beckbuilds.com
Visit us at www.beckbuilds.com
CCI "JR TOV Mondragon" <jmondragon@ci.vail.co.us>
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FAX COVER SHEET
Date; 2l3l}4
To: Jim Akin
Charlie Davis
Russ Forrest
Chuck Coe
Kurt Segerberg
Fax:
irJ PAGE AL
FRITZLEN PI ERCE ARCH ITECTS
vAlL, cot oRADO
Town of Vait
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476 4508
Northwoods siding
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From:
To:
Date:
Subject:
Charlie Davis
JR Mondragon
0311912004 4:38:08 PM
Chuck Coe
I had a conversation with Chuck today regarding some of the listed assemblies for the Aguire
Reconstruction. Chuck stiated that there may not be an ability to obtaina listing for the roof assembly
because of the use of fire retardant treated plywood within the assembly. I would be O. K. with that
assembly if the plyuood is located between to layers of drywall. Let me know if you agree.
Chauck will be callling you next week.
Thanks for covering for me while I'm outl
Charlie
From: JR Mondragon To: chuck coe Date: $n2n004 8:57:45 AM Sublect Fwd: ChuckCoe
Dear Chuck,
I have recieved the cut sheets from Segerberg Architects and the info supplied is approved and placed in
our liles.
As for the roof assemblies and others, per Charlie Davis Town of Vail Building Ofiicial as long as the
sheathing is BETWEEN the gypsum board this would be acceptable for fire resistrance construction
application
Thanks.
JR Mondragon
Senior Building Inspector
Town Of Vail
Email jmondragon@vailgov.com
970479-2143
Charlie Davis; Greg Denckla; JR Mondragon
sEP.?t.?aa4 LL2?-?:N'1
September 21, 2004
Charlie Davis
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
VIA: US Mail
Dear Charlie,
Beck tsuilding Company obtained the building permit
Condominiums, Unit #14, Building A, 600 Vall
No.854 P.Z
Roberto Aguirre's unit located at Northwoods
Vail, Vail, Colorado 81657. Besk Bullding
BECK BUILDING CO o -
uf1 4/Lr g'
Company will release the building permit
Should you have any questions please fecl free to contact me at (970) 949-1800.
JF Ent?rprises, lnc.
Melissa Greenauer, Greenauer Design Group
Roberto Agukre
BUILDING A TEGACY OF TRUST FOR OVER 30 YEARS
Po$ofrce Box 401t0 vsllcdtorado e1458 T01970 949 16{,0 td 90949 4S35 becl(build!'c0m
f{sT A (2EG61q2eo
cotlrafttroL l lrt /r/
Senior Project Mdnager
Beck Building Company
SEP.?L.MA Lt.IPfr1 BECK BUILD o ING CO NO.B54 P.1
FACSIM ILE
TO
FROM
SUBJECT
Btilt tutt9tic 60rrPltY
Charlie Davis/ Town of Vail
Bryan Brubaker
Building Permit Releese Letter -
Aguirre
DATE September2l,20@
FAX# 970479-2452
NO PAGES 2
COMMENTS
For your reference please flnd a copy of the building permit release letter, The orlginal letter will be
sent to you via uS Mail. Should you have any questions please feel free to call r.ts.
M:\{FFILE$DOCSrAsuheE0MUNlCA\dflJEB\Fd(ES\Chafl . DadE T0\' +2t4004.doc
BUIOINC A LEAACV OF TRUST FOR OVER 30 YEARS
Poqt officr Bor 40lX, VallColondo 6165e ic9709{e 1800 Fax 9?0 94{l.lElil5 beckbulld5,com
Jun O8 04 O9:53a
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West Slope Testing & Inspection
3177 Glendam Dr.
Cnand Junction" CO 81504
Phone: 970-434-6988
Cell: 970-260-28M
Report #3
Final Ins ection Re ort
Date:5'19
Projech Aguirre Remodel
Address: Building A Unit #14, Northwoods Vail CO.
General Contractor: Beck Building Company
Contractor that Performed Work Myers & Company
fnspection of shop fabrication or freld work at job site: Field
Report: Visually inspected the field welding & high strength bolting at
the 5th floor level at the outside stairway area. Visually inspected the
field welding& high strengtb bolting at the roof level steel.
There were a few items found that needed corrected- These items were
corrected and then the welding & high strenglh bolting inspected above
was of acceptable quality per the requirements of the AWS Dl.l
structural welding code & the AISC Specification for Strucnral Joints
Using ASTM A325 or A490 bolts,
To the best ofmy knowledge this completes the special inspections of
the stnrctural welding & high strengfh bolting as described in
inspections reports I tttru 3.
Inspector/Technician: Douglas E Young
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
Btx 970-479-24s2
www.vailgov.com
April27,2004
Mr. Chuck Coe
Beck Building Company
Se^r Ur rq FAx I 1 q?- q33 5
Re: Agurie Residence Building permit #B,0&lO237
Chuck,
The Contego Intumescent Latex paint submitted for use on the above stated project has
been accepled as an alternative material for use as a fire-resislive assembly. This
assembly shall provide an individual prolection of structural steel elements. The 1997
Uniform Building Code, Table 6-4 forType lll 1-HR buildings, requires a 1-HR fire-
resistive assembly on steel structural frame. The literature for the Contego Intumescent
Paint shows conformance to test standards listed within the UBC and shows that this
material performs within the paramelers ol the building codes requirements.
Please be aware that is approval is not a blanket approval but must be evaluated on
case-by-case basis.
Ianything further-jg_needed feel free to call me at 970-479-2142
Charlie Davis
Chief Building Official
Town of Vail
f,-p ^".,.""o "r,"^
ASTil El 19.OOa
Fire Tests of Building Gonstruction
and llaterials
GontegoPassiveFireBarrierLatex
OveraWlOX49Golumn
ProiectNo. 1 6539-1 1 4323
Ju1y21,2003
Preoaredfor:
Contegolnternational, Inc.
5815Phoenix,No.4
Dallas,TX75231
Abstract
A W10X49 structural, steel column. cLad with a 94.9 mil
(0.0949inch, 2.4lrnm.) thick coati,ng o/ Contego Passive Fire
Barrier Latex met the requirements of ASTM El19-00a
Standard Test Method.s for Fire Tests of Building
Construction a.nd. Materials for a fire resistcr.nce rating of 88
minutes.
This report and the information contained herein is for the exciusive use of the client named herein.
Omega Point Laboratories, Inc. authorizes the client to reproduce this report only if reproduced in its
entirety.
The description of the test procedure, as well as the observations and results obtained, contained
herein are true and accurate within the linrits of sound engineering practice. Thcse results apply
only for the specimens tested, in the manner tested, and rnay not represcnt the perfbrmance of other
specimens from the same or other production lots nor of the performance when used in combination
with other materials.
The test specimen identification is as provided by the client and Omega Point Laboratories, Inc.
accepts no responsibilitv for any inaccuracies therein. Omega Point did not select the specimen and
has not verified the composition, n.ranufacturing techniques or quality assurance procedures.
This report does not irnply certification of the product by Omega Point Laboratories, Inc. Any use of
the Omega Point Laboratories name, any abbreviation thereof or any logo, mark, or symbol therefor,
for advertising material rnust bc approved in writing in advance by Omega Point Laboratories, Inc.
The client must have entered into and be actively participating in a Listing & Follow-up Service
program. Products must bear labels with the Omega Point Laboratories Certification Mark to
demonstrate accentance bv Point Laboratorics. Inc. into the Listi
Deggary N. Priest, President
Reviewed and approved:
July 21. 2003
Date
Date: July 21. 2003
..2-zz--22-''Z L='/'Z,=A
William E. tr'itctr. P.n. No. 55296
OmegaPointLaboratories, lnc.
1 601 5ShadyFallsRoad
Elmendorf ,Texa s7 81 1 2-97 84
21 0-635-81 00/FAX:2 1 0-635-81 01 /800-966-5253
www.opl.com/e-mail :dnpriest@ix.netcom.com
No. 06U9 0l
ProjectNo. 16539-1 14323
Contegolnternational,Inc.
July21,2003
Pageii
1
4
ry
9
11
Introduction
TestProcedure
TestSpecimenConstruction
TestResultsandObservations
Conclusions
Appendices
AppendixA: Thermocouplel,ocations
AppendixB: ThermocoupleData
AppendixC: Photographs
LastPageofReport
ITEDIA.GE
TABLEOFCONTENTS
ifn .'"rt
?6
"%*oroou
L2
T4
25
27
Project No. 165:19-1 14323
Contego International, Inc.
July 21, 2003
Page 1
IIYTRODUCTIONI
"The performance of walls, columns, floors, and other building members under fire
exposure conditions is an item of major importance in securing constructions that
are safe, and that are not a menace to neighboring structures nor to the public.
Recognition of this is registered in the codes of many authorities, municipal and
other. It is important to secure balance oI'the many units in a single building, and
of buildings of like character and use in a community; and also to promote
uniformity in requirements of various authorities throughout the country. To do
this it is necessary that the fire-resistive properties of materials and assemblies be
measured and specified according to a comm<ln standard expressed in terms that
are applicable alike to a wide variety of materials, situations, and conditions of
exposure.
Such a standard is found in the methods that follow. They prescribe a standard ex-
posing fire ofcontrolled extent and severity. Pcrformance is defined as the period of
resistance to standard exposure elapsing before the first critical point in behavior is
observed. Results are reported in units in which field exposures can be iudged and
exDressed.
The methods may be cited as the "Standard Fire Tests," and the performance or
exposure shall be expressed as "2-h," "6-h," "1/2-h," etc.
When a factor of safety exceeding that inherent in the test conditions is desired, a
proportional increase should be made in the specified time-classification period.
The ASTM E119 test procedure is identical or very similar to the following standard
test methods:
UL 263
UBC 7-1
NFPA 251
ANSI A2.1
ULC S1O1
The analogous test standard in the International Organization of Standardization
(ISO), ISO 834 Fire-resistance Tests - Elements of Building Construction, is very
similar to the above U.S. test methods. Its exposure curve, as well as the method
used to measure temperatures within the furnace result in a slightly less severe
' ASTM E119-00a Standard Methods of FIRE TESTS OF BUILDING CONSTRUCTION
ANDMATERIALS, ASTM International, Volume 04.07 Building Seals and Sealants, etc.
agcA
Fo,,,
[or
\ &., ) guo"oroJ
,( | -l
r-l\'-') D . tt
qrl
i/ '.o
Project No. 16539-774:123
Contego International, Inc.
July 21,2003
Page 2
temperature exposure than the E119 test for the first two hours. The ISO 834 test
requires a slightly greater positive pressure within the furnace. For those reasons,
the E119 test can be considered to bc slightly more severe for tests of2 h duration
or less, only if the test article is not likely to be affected by a higher furnace
pressure. (BS 476 Pt 20 Fire tests on building materials and structures is virtually
identical to the ISO 834 test method, as is the new CEN standard, EN 1363-1.)
l.Scope
The test methods described in this fire-test-response standard are applicable to
assemblies of masonry units and to composite assemblies of structural materials for
buildings, including bearing and other walls and partitions, columns, girders,
beams, slabs, and composite slab and beam assemblies for floors and roofs. They
are also applicable to other assemblies and structural units that constitute
permanent integral parts of a finished building.
7.2 It is the intent that classifications shail register comparative performance to
specific fire-test conditions during the period ofexposure and shall not be construed
as having deternrined suitability for use under other conditions or after fire
exposure.
1.3 This standard is used to measure and describe the response of' materials,
products, or assernblies to hea,t and flame under controlled conditions, but does not
by itself incorporate all factors required for fire hazard or fire rish dssessment of the
materials, products or assemblies under actual fire conditions.
1.4 These test methods prescribe a standard fire exposure for comparing the test
results of building construction assemblies. The results ofthese tests are one lactor
in assessing predicted fire performance of building construction assemblies.
Application of these test results to predict the performance of actual building
construction requires the evaluation oftest conditions.
1.5 The values stated in inch-pound units are to be regarded as the standard. The
values given in parentheses are for information only.
7.6 This standard does not purport to address all of the safety concerns, if a.ny,
associated with its use. It is the responsibility of the user of this standard to
establish appropridte safety and heaLth practices and determine the applicability of
regulatory limitations prior to use.
1.7 The text of this standard references notes and footnotes which provide
explanatory material. 'Ihese notes and footnotes (excluding those in tables and
figures) shall not be considered as requirements ofthe standard.
4.Significanceanduse
4.1 This test method is intended to evaluate the duration for which the types of
assemblies noted in 1 .1 will contain a fire, retain their structural integrity or
exhibit both properties dependent upon the type of assembly involved during a
-(,9a Fo.$-?or
?o,?- \9 eo4oroG
Project No. 16539-114323
Contego International, Inc.
JuJy 27, 2OOB
Page 3
predetermined test exposure.
4.2 The test exposes a specimen to a standard fire controlled to achieve specified
temperatures throughout a specified time period. When required, the fire exposure is followed by the application of a specified standard fire hose stream. The test
provides a relative measure of the fire-test-response of comparable assemblies
under these fire exposure conditions. The exposure is not representative of all fire
conditions because conditions vary with changes in the amount, nature and
distribution of fire loading, ventilation, compartment size and configuration, and
heat sink characteristics of the compartment. Variation from the test conditions or
specimen construction, such as size, materials, method of assembly, also affects the
fire-test-response. For these reasons, evaluation of the variation is required for
application to construction in the field.
4.3 The test standard provides for the following:
4.3.1 For walls, partitions and floor or roof assemblies:
4.3.1.1 Measurement of the transmission of heat.
4.3.I.2 Measurement of'the transmission of hot gases through the assembly, sufli-
cient to ignite cotton waste.
4.3.1.3 For load bearing elements, measurement of the load carrying ability of the
test specimen during the test exposure.
4.3.2 For individual load bearing assemblies such as beams and columns:
4.3.2.1 Measurement of the load carrying ability under the test exposure with some
consideration for the end support conditions (that is, restrained or not restrained).
4.4 The test standard does not provide the following:
4.4.7 Full information as to performance of assemblies constructed with com-
ponents or lengths other than those tested.
4.4.2 Evaluation of thc degree by which the assembly contributes to the frre hazard
by generation of smoke, toxic gases, or other products of combustion.
4.4.3 Measurement of the degree of control or limitation of the passage o/ smoke or
products of combustion through the assembly.
4.4.4 Simulation of the fire behavior of joints between building elements such as
floor-wall or wall-wall, etc., connections.
4.4.5 Measurement of flame spread over surface of tested element.
4.4.6 The effect of f-rre endurance of conventional openings in the assembly, that is
electrical receptacle outlets, plumbing pipe, etc., unless specifically provided for in
the construction tested."
f^"?
9oo"oro*f
Project No. 16539-114323
Contego International, Inc.
July 21, 2003
Page 4
TESTPROCEDI.IRE
Horizontal Test Furnace
The 12'x 18'x 7'deep horizontal test furnace is designed to allow the test specimen
to be uniformly exposed to the specified time-temperature conditions. It is fitted
with 1,2 symmetrically-located premixed propane/air gas burners, located 6 feet
below the top ledge of the furnace, and designed to allow an even heat flux
distribution across the under surface of a horizontal test specimen. Furnace
pressures may be maintained at any value from +0.5" W.C. to -0.05" W.C. at the
exposed surface of the test article. The burners, when fully frred, will deliver 20
MBtu/hr total heat input. The furnace consists of a structural steel frame, lined
with sheet metal and insulated with a six inch thick layer of ceramic fiber. One
wall ofthe furnace contains a personnel door to allow access to the inside with the
test article in place.
12'x 18' Horizontal Fire Resistance Furnace
The temperature within the furnace is determined to be the mathematical average
of thermocouples located symmetrically within the furnace and positioned twelve
inches away from the test specimen. The materials used in the construction of
these thermocouples are those suggested in the test standard. During the perfor-
394 F9'*- -+o.
?.Q a!9 -oogorgl!
Project No. 16539-114323
Contego International, Inc.
2500
2250
July 21, 2003
Page 5
mance of a fire exposure test, the furnace temperatures are recorded every 15
seconds and displayed for the furnace operator to allow control along the specified
temperature curve. For report presentation purposes, the data is saved once per
minute.
The frre exposure is controlled to conform with the standard time-temperature
curve shown in Figure 1, as determined by the table below:
Time Temperature (min) ('F)
2000
tL 1750
E lsoo
c_ 1250
6 rooo o-E 750
F 5oo
250
0
0
5
10
20
30
60
90
720
180
240
300
360
420
480
68
1000
1300
L462
1550
1700
7792
1850
t925
2000
2075
2150
2225
2300
60 '1 20 180 240 300 360 420 480
Time (min)
FiEurel
The furnace interior temperature during a test is controlled such that the area
under the timertemperature curve is within 70Vo of the corresponding area under
the standard timertemperature curve for t hour or less tests, 7.\Vo for those less
than 2 hours and |Vo fot those tests of2 hours or more duration.
Temperatures of Steel
The temperatures at the interior of structural steel elements were monitored using
1.5 mm diameter, Inconel@ stainless steel sheathed 30 GA. type K thermocouples
inserted into appropriately-sized holes drilled to the center of each section. Such
thermocouples were located in groups ofthree at four levels along the height ofeach
column, as described in the standard. The thermocouple leads were held tight to
the structural steel by covering them with short pieces of1/a" wide shim stock steel,
spot-welded to the steel on each side of the thermocouple lead. Temperature
aGA Fo-t-7 oa
?e,?r\ -\9 ooBlroT
Project No. I6539-L14323
Contego International, Inc.
Jaly 27,2003
Page 6
readings were taken at intervals not exceeding 1.0 minute. The temperatures on
each level ofeach test specimen during the test was taken to be the average value of
all three thermocouples on that level. The exact thermocouple locations may be
found in Appendix A: Thermocouple Locations.
Correction Factor
When the indicated resistance period is t/z h or over, determined by the average or
maximum temperature rise on the unexposed surface or within the test sample, or
by failure under load,, a correction shall be applied for variation of the furnace
exposure from that prescribed, where it will affect the classification, by multiplying
the indicated period by two thirds of the difference in area between the curve of
average furnace temperature and the standard curve for the lirst three fourths of
the period and dividing the product by the area between the standard curve and a
base line of 68'F (20'C) for the same part of the indicated period, the latter area
increased by 3240'F.min to compensate for the thermal lag of the furnace
thermocouples during the frrst part of the test. For a fire exposure in the test
higher than standard, the indicated resistance period shall be increased by the
amount of the correction. For a fire exposure in the test lower than standard, the
indicated resistance period shall be similarly decreased for fire exposure below
standard. The correction is accomplished by mathematically adding the correction
factor, C, to the indicated resistance period.
The correction can be expressed by the following equation:
2I(A-4")v - sG;Zt
wnele:
Q = correction in the same units as 1,
I = indicated fire-resistance period,
A = area under the curve of indicated average furnace temperature for the
frrst three fourths ofthe indicated period,
A" - area under the standard furnace curve for the same part of the
indicated period, and
| = lag correction in the same units as A and A" (54"F.h or 30'C.h
(3240"Fomin or 1800"C rmin))
.+..1l.'i"'z
i";;l"J
Project No. 16539-114323
Contego International, Inc.
July 21, 2003
Page 7
CONDITIONSOFAC CEPTANCE
The E119 standard regards the test as successful if the following condition is met:
Transmission of heat through the protection during the fire endurance test does not
raise the a.uerdge ternperature of the steel at any one of the four leuels aboue 1000"F
(538"C), or does not raise the ternperature aboue 1200'F (649'C) dt any one of the
measured points.
TE STSPE C IMENC ONSTRUCTION
The protective coating identification is as prouided by the client and Omega Point
Laboratories, Inc. accepts no responsibility for any inaccuracies therein. Omega
Point did not select the material and has not uerified the composition,
manufacturing techniques or quality assurance procedures.
The steel column, purchased and prepared by Laboratory personnel, had a 16" x 16"
x t/n" thick steel piate welded to each end, to stop the coating from expanding
longitudinally, and to make the column self-standing. It was then sand-blasted to a
clean, oil free condition, and 72 tlrc" diameter Inconel@ sheathed, 30 GA. Type K
thermocouples were attached, three at each of four levels (See Appendix A
Thermocouple Locations), by inserting the tip of the thermocouple assembly into a
small hole drilled to the center of the steel section. The thermocouple leads were
then securely attached to the steel column by placing short pieces of t/a" wide shim
stock steel over the wire and spot-welding on either side. The column and
thermocouple wires were then painted with a standard red-oxide primer.
Representatives of Contego then visited the laboratory facility and spray-applied
the Contego Passive Fire Barrier Latex to a dry-film thickness of 0.0949 inches
(2.41 mm), with a standard deviation (108 thickness measurements) of 0.0066
inches (0.17 mm). Thickness measurements were performed by Laboratory
personnel. Thicknesses were determined at twelve locations at each of nine
equidistant heights on the column, the results of which are given in the table below.
The twelve measuring points are indicated in the drawing below:
Jo"^'?
?a,
b"orooU
Project No. 16539-114323
Contego International, Inc.
July 21, 2003
Page 8
11
12 to
t2
97.0 87.0
94.0 92.0
96.0 94.0
92.5 91.0
94.5 92.0
99.0 91.0
98.0 90.5
91.0 100.0
74.5 97,0
4
34
94.5 93.0
90.5 100.0
97.5 103.0
96.0 96.5
94.5 99.0
94.0 97.0
95.0 97.0
100.0 97.0
81.0 94.5
567
91.0 97.5 86.5
101.0 112.0 85.0
92.0 103.0 98.5
94.5 105.0 95.0
90.5 92.5 93.5
94.0 96.5 89.0
92.5 89.0 85.5
96.5 106.0 88.5
101.5 89.0 72.0
9
8
7
5
8
104.0
109.0
106.5
98.0
98.0
96.b
106.0
103.0
87.0
2
3
I
2
3
4
o
6
8
I
Avg
OverallAvg.
Std.Dev.
I
91.0
98.0
87.5
92.5
87.0
91.0
at).t
92.0
81.5
l0
86.0
96.0
97.5
93.0
90.5
92.0
93.5
103.0
97.5
t2
98.0
112.0
107.0
96.5
100.0
r00.0
90.0
106.0
94.0
100.4
ll
93.5
94.0
94.5
98,5
97.0
95.5
94.5
92.0
93.0
92.5 92.7 93.7 97.4 94.8 98.9 88,2 101.1 89.6 94.3 94.7
2.41 mm
0.77 mm
94.9 mil
6.6 mil
Laboratory personnel witnessed the application of material and determined the
thickness of the frre protection material. The drying of the frre barrier material was
very fast. Nominally 4" x 6" pieces of 20 GA. galvanized steel were sprayed with the
Contego Passive Fire Barrier Latex to thicknesses of 20,40,60, 80 and 95 mils. All
were at constant weight within 24 hours. The column was left at ambient
temperature for a minimum of fi.ve days prior to testing.
f^'?
9oo"oro"{
Project No. 16539-174323
Contego International, Inc.
July 21, 2003
Page 9
The column section used in this evaluation is presented in the table below:
ColumnSize Hp/AFactor
(m-t)
WlDFactor
(lb/in/ft)
Avg.Coating
Thickness
lin(mm)l
w10x49 162 0..83 0.0949 (2.41)
The height of the furnace walls was increased 28" with the addition of concrete
masonry units lined with ceramic fiber blanket. The furnace was sealed following
the insertion of the column, by covering with a fiber-insulated flat lid assembly.
(T\vo other columns, both of them round hollow sections, were tested in the furnace
with the W10X49, but are not reported on herein.)
TESTRESULTSAND OBSERVATIONS
The thermocouples were connected to the data acquisition system and their outputs
verified. The furnace was then fired along the ASTM E119-00a time-temperature
curve for a period of 93 minutes. The furnace was fired at 12:49 pM on June 26,2003
and the pressure maintained at +0.01 inches of water column (with respect to the
laboratory ambient pressure), measured at a point approximately 1 in. under the
exposed surface of the test specimen for the duration of the test following a frve
minute stabilization period.
Observations made during the test are as follows:
Time
(min:sec) Observation
0:00 Furnace fired at 12:49 Pru.
l:20 Fire barrier material turning dark.
2:15 Outer flanges charring and intumescing, but not inside the web yet.
10:30 Some cracking in the ash layer on the outside flange. Inner flanges
are intumesced and turning gray.
11:30 Fire barrier material turning light gray.
87:48 Column exceeds allowable temperature.
93:00 Furnace extinguished and allowed to cool.
The maximum fire resistance of the beam was determined by a single thermocouple
in Level A (top set of three thermocouples) exceeding 1200'F at 88 minutes. The
Project No. 16539-114323
Contego International, Inc.
July 21, 2003
Page 10
average ofall three thermocouples in Level A exceeded 1000"F at 90 minutes. The
Contego Passive Fire Barrier Latex intumesced well and the protection remained
firmly attached throughout the frre test until around 88 minutes, at which point it
began to slough off.
In accordance with the E119 test standard, a calculation for any correction to the
indicated fire resistance period was done. The correction factor was then
mathematically added to the indicated fire resistance period, yielding the fire
resistance period achieved by this specimen:
ITEM DESCRIPTION
TEST
VALUE
C correction factor -0.11 min
(-7 seconds)
I indicated fi re-resistance neriod 88 min
A area under the curve of indicated
average furnace temperature for the first
three fourths ofthe indicated period
98 739"Fomin
As area under the standard furnace curve
for the same part of the indicated period
99 084"Fomin
L lag correction 3240oFcmin
FIRE RESISTANCE PERIOD
ACHIEVED BY THIS SPECIMEN ==>88
Note: The standard specifies that the fire resistance be determined to the nearest integral
minute. Consequently, if the correction factor is less than 30 seconds, and the test specimen
met the criteria for the full indicated fire resistance oeriod. no correction is deemed
necessary. That was the case for this project.
Listings and plots ofthe furnace control temperatures and specimen unexposed sur-
face temperatures may be found in Appendix B. A photographic documentation of
the test has been included in Appendix C.
,Q's
A Po',
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9oo*o"oJ
Project No. 16539-114323
Contego International, Inc.
July 21, 2003
Page 11
CONCLUSIONS
The test specirnen identification is o,s prouided by the client and Omega Point
Laboratories, Inc. accepts no responsibility for any inaccuracies therein. Omega
Point did not select the specimen and has not uerified the composition,
or ity assurance procedures.
The W10X49 structural steel column (HpiA = 162), clad with a 94.9 mil (0.0949inch,
2.41mm) thick coating of Contego Passive Fire Barrier Latex constructed and tested
as described herein met the requirements of ASTM El19-00a Standard Tes I
MethodsforFireTestsofBuildingConstructionandMaterials for a fire
resistance rating of 88 minutes.
ofo
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?"o";ro*c
Project No. 15956-105520
Mesa Insulation
September 14, 1999
APPENDICES
12
APPENDIX A
THERMOCOUPLE LOCATIONS
agcA
For,
oa
(.o
A"oto*
t3
16'
-f B"
8"
l
1b"
i
l
2 I r-,'?-- f- 5--l
4
8 liir 9_+r _a, __
) s-7
LevelC
ELEVATION VIEW
Note:
1 .5mmslnconel-sheathedTypeK
thermocoupleswereinsertedintoholesdrilled
tothecenteroft hesectionandtheleads
attachedtothesteelbysmallrectangular
piecesoft hinsheetsteel,spotweldedtothe
steelitem.
10
CROSS-SECTION
VIEWS AT EACH
LEVEL
OM EGAPOINTLABORATORIES, INC.
ProjectNo. 1 6539-1 1 4323
CONTEGO
Fig. 1 ThermocoplesonWideFlangeColumn
Scale:3/4"=1'
n-1
Project No. 15956-105520
Mesa Insulation
September 14, 1999
APPENDICES
14
APPENDIX B
THERMOCOUPLE DATA
f^'%
9oo*oro*g
t5
Project No. 16539-114323
Contego International
Furnace Interior Temperature
1750
1500
't250
tt 0
E f
E o e
E o F
Time (min)
16
II o
o
5
o
o rL
E o
Project No. 16539-114323
Gontego International
W10X49 Steel Temperature
Time (min)
Conteoo lnternational Proiect No. 1 6539-1 14323 June 26, 2003
17
wr0x49 wr0x49 w10x4e wr0x49 w10x49
Integration Integration LevelA LevelA LevelB LevelB LevelO
Effgstd Furnace ofTurnace ofEllgstd Avg Max Avg Max Avg
Time Average Average Average Average Error Temp Temp Temp Ternp Temp (rnin) fF) ('F) ("Fomin) ('F.min) (Vo) ('F) fF) ("F) ('F) CF)
0
I ,
3
4
D
6
8
I
10
11
T2
13
L4
l5
l6
t7
18
I9
20
2l
22
23
24
25
26
27
2a
29
30
3r
32
33
84
35
36
3?
38
39
40
4t
42
43
/A
45
46
47
48
49
50
5l
52
68 91
254 712
441 238
627 481 814 827
1000 Lo47 1060 1159
1120 rl24
ll80 1129
1240 1171
1300 7249
1328 1355
L347 7423
1364 1453
1381 7443
1396 14r.8
1410 1411 L424 7425
1436 7448
1448 1468
1459 7476
L470 7475
1480 L476
1490 1481
7499 1488
1508 1498
l5l7 1507 1525 1515
1533 L522
1541 1530
1549 1538 1556 L549
1563 1559
1570 t567
1576 1573
1583 7579
1589 1583
1595 1588
1601 1593
1606 1598
1612 1601 1617 1605
1623 1616 1628 1626 1633 1635
1638 1642
1643 1647
1648 1651
1652 1656
1657 1659
1661 1665
rooo -Lo, -L 1670 1676
0 0.00
755 -68.0
3,365 -67.3
7,838 -53 2
14,176 -35.4
22,377 -21 .0
31,931 -12. ]
42,057 -7 .66
52,851 -6.51
64,21r -6.31
76,t7r -6.18
88,631 -5.52
101,305 -4.35
Lr4,L64 -3.13
r27,t94 -2.17
1.10,383 -t.65
153,720 -L_42
167,196 -1.31
180,802 -r.18
194,531 -1.02
208,377 -0.86
222,334 -0.75
236,396 -0.70
250,559 -0.69
264,818 -0.69
279,L69 -0.69
293,609 -0.69
308,134 -0.69
322,740 -0.69
337,426 -0.70
352,188 -0.70
367,024 -0.70
38r,931 -0.69
396,907 -0.67
411,950 -0.65
427,058 -0.64
442,229 -0.62
457,462 -0.62
472,754 -0.61
488,105 -0.61
503,512 -0.61
518,974 -0.61
534,491 -0.61
550,059 -0.61
565,680 -0.59
581,350 -0.57
597,069 -0.54
612,837 -0.52
628,651 -0.50
644,5L2 -0.49
660,417 -0.47
676,367 -0.45
692,360 -0.44
0
242
1,101
3,672
9.150
17,68ti
28,053
38,867
49,470
60,161
7 r,464
83,740
96,900
110,594
r24,440
138,071
15r,533
1ti5,004
178,665
792,550
206,593
220,670
234,743
248,842
263,001
277,24L
29r,578
306,003
320,504
335,077
349.734
364,47 0
379,3r5
394,254
409,269
424,346
439,477
454,646
469,866
485,r35
500,444
5r5,790
531,209
546,730
562,354
578,053
593,82r
609,631
625,484
641,370
657 ,302
673,291
689,337
89
118
772
211
240
264
287
304
321
338
JDA
370
384
397
408
418
427
435
444
452
459
466
472
479
485
491
496
501
)UO
cll
tto
(t1
525
529
534
539
543
548
562
DOO
D/-t
576
580
584
589
593
598
602
607
612
01l
90
r3r
194
232
259
284
307
322
338
355
371
385
eo7
408
420
430
440
450
460
469
477
485
492
499
DUC
511
516
521
526
J.t I
oito
54r
552
Db.J
569
580
Datt)
592
597
602
608
614
6r9
625
630
636
640
646
652
oat /
90
I l5
168
207
236
261
284
302
319
336
354
370
384
397
408
418
427
436
444
452
459
466
473
479
484
490
495
500
505
510
515
520
529
i).Jo
540
546
oDl
563
DOal
573
578
584
589
594
600
604
610
674
619
625
630
90
122
183
227
25r
277
302
320
354
370
385
397
408
477
437
448
457
466
474
481
488
494
500
DUD
alll
Jttt
522
528
539
545
550
556
561
567
573
579
586
592
s98
604
610
6r6
622
628
633
639
644
650
t)co
661
89
113
I tro
204
233
257
28r
298
J -t-c
332
349
.tbo
380
aoe
403
413
4r,)
432
439
447
455
467
468
474
480
485
491
496
501
507
512
i) to
527
526
DJO
540
545
549
554
D)d
563
568
ct I
582
aor
592
597
602
608
612
677
Contego International Project No. 16539-1 14323 June 26, 2003
18
wl0x49 wrox4g w10x49 wl0x49 wl0x49
Integtation Integration LevelA LevelA LevelB LevelB LeveIC
Eflgstd Furnace ofFurnace ofEll9Std Avg Max Avg Max A*'g
Average Average Average Average Error Ternp Temp Ternp Temp Temp
CF) ("F) ("F.min) ("Fomin) (9o) ("F) eF) CF) CF) ('F)
Time
(min)
53 7674
54 1678
55 1682 56 1686
57 1690
58 1694
59 1698
60 1701
61 1705
62 1709
63 7712
84 1716
65 l7l9
66 1722
67 1726
68 7729
69 1732 70 1735
7r 1738
72 t742
73 L745
74 7748
to -t lor
76 1753
77 1756
78 1759
79 t762
80 1765
8l 1768
82 t770
83 t773
u 1776
85 1778
86 1781
87 1783
88 1786
89 1788
90 1791
9r 1793
92 1796
93 1798
705,439
791 <OA
737,816
754,087
770,401
786,770
803,178
8I9,624
836,112
852,636
869,170
885,753
902,374
919,005
935,646
952,306
gti9,001
985,7 17
|,002,448
1,019,202
1,035,975
1,052,769
1,069,594
1,086,452
1,103,334
1,120,238
I, r3 7,166
1,154,111
L,L7 L,077
1,188,062
r,205,06r
L,222,087
1,239,134
r,266,21"2
1,273,3r3
1,290,450
r,307,614
7,324,785
r,341,970
1,359,177
1,376,378
708,395
724,472
740,{190
756,749
772,946
789,182
805,457
82L,768
838,117
854,501
870,922
887,377
903,867
920,390
936,948
oKe Aac
970,160
986,81 5
1,003,50r
r,020,218
1,036,966
r,053,7 44
1,070,552
1,087,389
7,t04,255
1,121,150
1,138,073
I,I55,024
l,172,003
r,189,009
1,206,042
1,223,r01
7,240,787
1 tR7 qOO
1,274,436
1,291,599
1,308,786
1,325,999
7,343,236
1,360,497
7.377,782
667 623 672 628
678 633
684 638
690 643
695 648 702 653
708 658
7r3 663
720 669
726 674 732 679
739 685 745 690 752 696 759 702 766 770
773 716
779 724
787 732
793 741
800 750
808 760
815 769
829 779
843 789
857 799
872 809 887 820 903 830
918 840 936 852
951 862
968 874 987 885 1005 897 ro25 909
1045 923 1064 934 1084 946
1113 960
1682
1687
1693
1698
1703
1707
171 1
r 715
1719
7721
L724
1729
1731
1731
1733
1736
1739
L7 40
7742
L7 44
1749
1752
1756
1n E,.7
1760
7762
t764
t766
1767
1769
1772
Lt lo
1777
1780
L784
1785
1786
t7a7
1789
r787
-0.42
-0.40
-0.37
-0.35
-0.33
-0.31
-0.28
-0.26
-0.24
-0.22
-0.20
-0.18
-0. r7
-0.15
-0.14
-0.13
-0.72
-0.1 I
-0.10
-0.10
-0.10
-0.09
-0.09
-0.09
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.09
-0.09
-0.09
-0.09
-0.09
-0.09
-0.10
-0.10
621
626
631
OJT
642
646
652
656
661
668
680
693
706
728
738
748
/ cat
770
783
795
807
819
831
841
853
864
875
887
899
909
924
936
950
964
978 qol
to24
r056
l089
1202
663
669
675
681
687
692
698
704
709
720
746
775
803
827
847
866
882
899
92r
943
963
982
1000
10r7
1031
1047
1061
r074
1087
1103
1114
1134
IID.T
1168
1185
1202
12l6
1283
1344
L374
L429
635
640
o+D
650
oDo
659
664
669
674
680
685
691
697
704
712
720
728
746
755
764
774
785
795
806
8L7
828
840
852
864
876
890
902
915
929
943
957
o71
988
1007
ro83
Contego International Project No. 16539-1 14323 June 26, 2003
19
w10x49 wl0x49 w10x49
LevelC LevelD LevelD W10X49 Wr0X49 Wr0X49 W10X49 W10X49 Wr0X49 Wr0X49
Max Avg Max LevelA LevelA LevelA LevelB LevelB LevelB LevelC
Time Temp Temp Temp TC#r TC#z TC#3 TC#4 TC#5 TC#6 TC#1 (min) (.F)
0
I
2
3
4
D
6
7
8
I
10
11
l2
13
t4
l5
l6
t7
l8
t9
20
2l
22
23
24
25
26
27
28
2S
30
3t
32
33
34
35
36
37
38
39
40
4L
42
43
44
45
46
47
4E
49
50
51
52
89
L20
178
216
245
27r
297
3L4
331
348
365
e?o
392
403
4t2
42L
431
447
450
459
467
475
482
488
494
500
506
572
519
525
531
537
544
DDU
556
563
Jbv
575
581
587
593
600
605
611
618
624
630
636
642
649
ooo
662
669
89
lt 1
r63
196
228
257
274
292
309
326
342
357
372
385
396
406
475
423
43L
439
446
452
458
465
470
476
481
486
491
496
501
bub
510
olo
518
523
527
531
535
540
544
548
552
oao
561
565
570
574
579
583
588
593
598
89
t17
t74
21.2
244
270
293
309
327
344
358
386
398
408
4t7
^r<132
439
446
452
463
469
474
479
484
489
493
498
502
506
511
515
518
523
528
CJJ
cJl
o+l
552
itoz
DO/
572
578
583
588
594
599
ouo
611
89
120
777
216
245
272
296
312
328
346
363
379
395
408
420
430
440
450
460
469
485
492
499
bt,b
511
516
52L
526
536
547
54',1
552
i)o.1
DOv
D'D
580
DOO
552
597
602
608
674
ti 19
625
630
636
640
oato
652
trb /
("F)
89
131
194
232
259
284
307
322
338
377
385
397
408
4I7
426
433
440
447
454
460
466
471
477
482
487
492
496
501
507
511
516
b19
523
528
532
539
543
547
b5t,
554
co/
560
564
567
Dtl
574
578
06L
JftS
b6u
592
90
103
146
185
2L5
237
259
279
296
374
347
361
375
387
397
407
415
424
432
439
447
454
461
468
474
480
486
491
496
500
505
509
5r3
518
522
526
D.JI
539
544
548
562
ooo
572
olo
58r
Dalrt
59r
DYO
601
90
103
146
184
273
235
278
296
314
332
348
363
390
401
410
419
428
437
444
452
459
466
472
478
484
489
495
500
504
509
577
522
527
532
542
548
552
D Oat
DOJ
Db6
572
583
587
593
598
603
609
614
("F)
90
L22
183
227
257
277
302
320
ean
370
385 ,lo7
408
417
426
440
448
454
460
466
471
476
481
486
491
495
499
503
508
cl-I
DID
520
526
532
538
544
549
ooat
5Jv
564
Jtrtt
574
K7()
583
588
592
597
601
605
609
o _t.4
("F) ('F) ('F)('F) ("F)('F) ('F)
89 89
119 118
176 173
2L5 212
243 24I 270 267
294 290 308 304
324 320
34L 337
359 354 376 377
39r 386
405 400
4r7 4L1
427 421
437 431
448 44J.
457 450
466 459
474 467
481 475
488 482
494 488
500 494
505 500 5ll 506
516 5I2 522 519
528 525
534 531
539 537
545 544
550 550
tcb DDt)
561 563
ito / coY
D'.J D/O
579 581
586 587 592 593 598 600
604 605
610 611
616 618
622 624
628 630
633 636
639 642
644 649
bDU OJt)
656 662
661 669
a <l
Contego Internalional
53 676
54 682
55 689
58 695
67 701
58 708
59 7t4 60 720
61 726
62 733 63 739
64 746
85 752
66 758
a7 765
68 773
69 781
70 789
71 797
12 80?
73 816
74 826
75 836
76 847
'I a 6D6
78 869
7S 880
80 891
8l 903
a2 915
8:| 926
84 939
86 951
86 964
87 977
88 994
89 1009
90 1027
9l 1039
s2 1053
93 1068
Proiect No. 16539-1 14323 June 26, 2003
20
w10x49 wr0x49 wr0x49
LevelC LevelD LevelD Wl0X49 Wr0X49 W10X49 W1OX49 W10X49 Wl0X49 Wr0X49 Max Avg Max LevelA LevelA LeveIA LevelB LevelB LevelB LevelC Time Temp Temp Temp TC#l TC#z TC#3 TC#4 TC#6 TC#6 TC#I
(trin)cF)eF)
603
607
oLz
617
OZ,J
627
633
638
644
ool
659
oo,
676
686
697
709
722
736
749
?63
790
803
817
830
843
dDo
869
882
893
906
919
932
944
956
968
980
952
lo04
l016
1028
('F)
o-t- ,
623
629
635
642
648
ODD
662
670
679
690
?01
774
727
741
772
788
804
819
835
849
864
878
893
907
92r
935
949
960
974
987
1.000
1013
1025
r037
1049
1061
1073
1085
1097
fF)
663
669
675
681
687
692
698
704
709
720
746
803
827
847
866
882
899
92r
943
963
982
1000
1017
1031
r047
1061
7074
1087
1103
1r74
1134
1168
1185
1202
7276
1283
7344
r37 4
1429
cF)
DY'
599
602
607
610
614
618
621
625
629
633
oJ/
642
647
652
658
bbD
672
681
690
700
709
720
n11
763
1{b
790
80r
813
827
839
854
870
885
902
921
946
1002
1190
('F)
606
611
617
622
628
633
639
644
649
ODD
ool
666
672
br6
684
690
696
703
709
716
722
730
744
752
760
769
776
784
792
801
810
819
828
837
847
856
867
878
892
987
fF)
620
625
630
ooo
642
647
653
658
664
670
676
682
689
698
708
777
128
740
763
775
788
801
814
829
843
Itc I
872
887
903
918
936
vt -t
968
987
1005
1025
1045
1064
1084
1113
fF)
618
622
626
629
632
O'JD
638
642
645
649
653
659
663
669
ort)
684
691
AAA
708
ILD
725
/oo
745
lot
778
790
802
813
dz5
838
853
dtr.J
877
890
904
9r8
932
947
966
1031
('F)fF)
667 676
672 682
678 689
684 695
690 ?0t
695 708
702 714
?08 72A
713 726
720 ?33 726 739
732 746
739 752
745 758
752 ?65
759 773
766 781
773 789
779 797
787 807
793 816 800 826
808 836
815 847
823 858
831 869
838 880
847 891
855 903
864 915
872 926
881 939
891 951
900 964 9r0 977
919 994 929 1009
937 1027 953 1039
972 1053 1106 1068
Contego International Proiect No. 1 6539-1 14323 June 26, 2003
21
W10X49 W10X49 W10X49 W10X49 W10X49 Furnace Furnace Furnace Furnace Furnace
LevelC LevelC LevelD LevelD LevelD Probe Probe hobe kobe hobe Tlme TC#8 TC#9 TC#10 TC#ll TC#12
(min)
o
I
2
3
4
a
6
7
8
I
to
11
t2
18
L4
15
16
t7
t8
19
20
2l
qq.
23
24
25
26
27
28
29
30
3l
32
83
34
35
36
s7
88
39
40
4t
42
4
/t4
45
48
47 #
49
50
61
52
("F)
89
720
r78
216
245
27\
297
314
at.t r
348
365
aot
403
412
42L
429
,14.1
443
450
456
46r
467
472
481
486
49r
494
499
504
507
:)r1
515
519
522
526
529
otta,
535
539
542
546
549
553
ac/
561
oDo
565
D /.J
EJ F1
580
584
eF)
89
102
L+O
183
272
233
255
276
294
311
329
346
.it) r
anE
387
398
407
4t7
447
448
455
46r
468
474
480
486
49r
496
500
DUO
509
D l-{t
518
522
526
530
534
539
o+tt
547
552
cDo
DOU
ooo
570
D ID
580
:)dD
590
JYD
599
fF)
83
101
74r
180
2tt
232
254
274
29r
308
325
341
a F,ry
384
395
405
414
423
431
439
446
453
460
466
478
483
489
494
500
504
509
514
518
523
528
533
oit I
542
547
b5z
DDI
Dbz
ao/
572
578
583
588
594
599
605
611
fF)
89
116
-t /J
fF)
89
117
774
#I
cF)
9l
107
2lo
431
736
983
1 113
1096
1119
1163
1233
t322
L375
1.407
L406
1385
1376
1386
1408
1431
1437
r434
7433
1436
L443
1451
7467
1469
1.478
7487
7496
1506
tato
1524
1531
loJo
7540
1545
lcau
IDOO
-T DDU
t-Doo
7576
1586
7594
1602
1608
1612
7617
1621
7626
1633
7637
91
117
tKo
530
922
1109
t7s2
1135
1140
1185
7267
7440
1470
7456
1431
7426
1.444
7469
1488
1495
1496
1499
1505
1513
1523
I. ('I
1537
7542
1549
Il)Dt)
-tDof,
to lo
1582
-tDat5
t594
1598
1604
1611
1616
7620
L625
I O.tD
1646
IbDD
1662
loD /
1672
7677
1681
1687
1693
1698
91
113
250
495
862
1102
7795
1138
7146
1193
r276
1387
7450
1469
7447
1418
L477
7427
1450
1468
747 5
r473
1474
1480
7487
1498
1-507
1515
1523
1532
1540
r562
1563
1571
7578
I DdD
1589
1595
1600
1605
1608
1614
7625
1636
7645
1652
1653
roo ,
166r
1666
1673
7679
1685
91
117
279
577
953
7741
7278
\t52
7742
1178
1270
1386
1466
1493
7472
1444
1439
r+c6
1483
1501
7507
1506
1508
1513
1520
1530
1539
1546
7552
1559
1566
t577
1586
1592
7597
1602
1605
1608
1612
lot o
1619
1623
1635
1645
tbDc
1663
1670
767 5
1680
1685
1692
1699
1.704
92
107
277
469
827
1059
7777
LT42
1138
tL I I
1257
1365
1438
1466
7450
L4L9
1409
1424
7446
1465
7473
r477
1472
7484
1494
1503
1513
7527
1529
!D.t I
1548
1560
1571
7579
1587
7592
1596
1599
1603
1605
1607
Itrl6
1627
1637
1644
7649
1652
t654
1657
It bI
1666
1670
#2 #3 #4 #5 ("F) CF',) ('F) er)
212 failedTC
244 falledlC
270 failedTC
293 failedTC
309 failedTC
327 failedlC
344 failedTC
358 failedTC
373 failedTC
386 failedTC
398 failedTC
408 failedTC
417 failedTC
425 failedTC
432 failedTC
439 failedTC
446 failedTC
452 falledTC
457 failedTC
463 failedTC
469 failedTC
474 falledTC
479 failedTC
484 failedTC
489 failedTC
493 failedTC
498 failedTC
502 failedTC
506 failedTC
511 failedTC
515 faiiedTC
518 failedTC
522 failedTC
526 failedTC
529 failedTC
533 failedTC
537 failedTC
540 failedTC
5114 failedTC
547 failedTC
550 failedTC
554 failedTC
bb, Iaued I L
561 failedTC
565 failedTC
569 failedTC
5?2 failedTC
576 faiedTC
580 failedTC
584 failedTC
Contego lnternational Proiect No. 16539-1 14323 June 26, 2003
22
W1OX49 WIOX49 W1OX49 w10X49 WIOX49 Furnace Furnace Furnace Furnace Furnace
LevelC LevelO LevelD LevelD LevelD Probe hobe kobe Probe Probe Time TC#8 TC#9 TC#lo TC#II TC#LZ #l #2 #S #4 #5 (rnin) fF) eF) eF) ('F) CF) eF) fF) ("D ('F) eF)
53 587
54 591
55 594
56 597
57 602
58 605
59 608
60 612
61 616
62 620
63 623
64 627
65 632
66 636
67 642
68 647
69 655
7A 661
7r 670
72 679
73 689 74 700
75 7II
78 722
77 733
78 744
7S 755
80 767
8l 779
82 790
83 802
84 814
85 825
86 837
87 849
88 861
E9 874
90 886
91 900
92 913
93 927
588 failedTC
591 failedTC
595 failedTC
599 failedTC
603 failedTC
606 failedTC
610 failedTC
614 failedTC
618 failedTC
623 failedTC
627 failedTC
632 failedTC
638 failedTC
644 failedTC
652 failedTC
661 failedTC
672 failedTC
683 failedTC
694 failedTC
706 failedTC
719 failedTC
730 faiiedTC
742 failedTC
755 failedTC
766 failedTC
778 failedTC
790 failedTC
802 failedTC
814 failedTC
826 failedTC
837 failedTO
850 failedTC
863 failedTC
874 failedTC
887 failedTC
898 failedTC
910 failedTC
922 failedTC
934 failedTC
946 failedTC
959 failedTC
OUD
610
615
621
626
o,l r
oJr
642
647
653
bov
664
67L
OJD
682
687
693
699
705
711
7r8
725
739
747
754
76r
770
778
/oo
791
802
810
820
828
836
845
6Cb
864
873
884
617
623
629
oJa
642
648
bcb
662
670
679
690
701
F]1A
727
74I
757
772
788
804
819
835
849
864
8?8
893
907
921
935
949
960
974
987
1000
10r3
1025
1037
1049
1061
1073
1085
1097
1643
1649
1654
1658
1662
loo /
1671
1675
1679
1681
1682
1687
1687
1688
1688
1691
1.693
rov'
1695
1697
1699
7707
1704
t707
1709
1710
1713
1715
1716
t7t7
17r7
7720
1724
1725
7727
1731
1733
11a2
1734
1733
1722
t704
1710
1716
L72r
1727
7737
I /.tD
t7 40
L744
t7 45
7748
17 54
1756
I /bb
l rod
l rol
t764
r roo
1768
777I
t772
tl t0
1778
1782
1783
1786
1788
r?89
1793
7794
1796
1798
1800
1803
1807
1810
r811
1813
I6ID
1817
1816
1691
1697
7704
1708
r7t2
17t7
172l
1725
7729
1729
1733
1739
7739
1740
r742
Lt40
r747
7749
r 751
1753
r7 54
1760
1763
1765
7768
1769
L77I
r774
1.1n4
r775
r779
1782
1785
r787
r790
L790
1792
t794
1796
1796
1710
t7L5
r722
t726
7732
r737
L7 47
L7 44
1749
1751.
1755
1761
1762
UO.i
1765
1769
r772
1776
1779
1782
7784
1788
1791
L792
1795
1797
1799
1802
1803
1806
1809
1812
1813
1817
1822
1823
1825
1828
1829
1829
lb tD
r.681
1687
1691
1696
1700
1704
1708
t7t2
1713
1716
r721.
1722
r723
r724
t728
1731
1733
LIAI
1?40
7742
t746
17 49
1751
r7 54
1756
1757
1760
1762
1764
1767
1769
t773
1775
L779
r779
1?81
1783
L787
1785
I r.l
Contego International Proiect No. 1 6539-1 14323
Furnace Furnace Furnace Furnace Furnace Lab
Probe Probe Probe Probe Temp Ambient
#8
('F)
#9 Stdev Temp
June 26, 2003
23
Time #6 (min) ('F)("F)
92
111
240
500
842
r080
1195
1160
1L42
1173
1248
1369
1443
1477
t457
r430
r422
1436
1459
7479
1488
1488
1490
1496
1503
IKla
1<9e
1532
1538
1546
1554
L564
r573
1580
1586
1592
IDYD
1598
1602
r606
r608
l6l2
r623
rodl
1641
1650
I t'DJ
1659
r662
roo+
1669
r6?3
r678
91
r23
268
482
n/1
945
1075
1082
1095
I l.J.)
r202
1292
r358
7404
1416
1397
1388
1396
t415
1435
I445
7446
7445
r448
1454
7462
r47l
1480
1490
1500
151 I
1.523
1534
7544
I DCU
1558
I ObJ
1568
lc/r1
r579
1583
1585
1595
1606
1615
1621
1627
1630
1635
1638
1643
1648
1653
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92
109
222
440
733
958
r088
1082
I105
IIDJ
1231
1330
1393
r428
r425
1405
1398
1409
r430
1448
7456
I+DO
't457
r462
1468
L478
7487
1495
1503
1511
1518
r528
IAJ /
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locl
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1562
lcb /
1573
1579
1582
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1608
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1636
1641
1645
toar
loc r
1662
('F)
I
ti
28
52
82
70
52
30
l8
t8
23
a9
37
32
22
19
27
24
26
26
25
26
27
28
29
30
30
29
27
26
25
ZJ
24
23
23
23
23
22
22
22
22
22
22
22
2l
2l
2l
2t
22
22
92
92
92
91
92
91
92
92
92
92
92
93
92
9l
92
92
93
93
93
93
93
o91
I 105
2 198
s 409 4 773
6 1050
I 7177
J lrtit
8 113?
I 1182
10 1259
11 1370 t2 1440
13 t47l
t4 1460
15 1436 16 1429
L7 t447 18 1473
l9 1495
20 1505 2t 1506
22 1508
23 t5l4
24 1521
25 1534
26 1543
27 1550
28 1554
29 1559 ilo 1564 3l t574
a2 1583 33 1591
34 1597
35 1603
36 1606
a7 1611
98 1615
39 t62l
40 1625 41 1630
42 t642
43 t652
44 1659
46 1664
46 1667
47 1670
48 1673
49 1676
50 1682
61 1689
52 1694
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90
90
90
90
90
90
90
90
90
89
89
90
89
90
90
90
90
90
9l
91
91
91 ql
91
o1
90
90
91
9l
91
9l
91
Contego International
Furnace
Probe
#6
eF)
Proiect No. 16539-1 14323 June 26, 2003
24
Time
(rrnr)
Furnace
Probe
#7
fF)
1683
1689
1695
1700
7705
1710
1714
1718
1723
L726
1730
\734
7737
1738
7742
t745
17 48
1750
t ,/DD
L759
1764
1769
r772
r774
7777
t779
7782
1?85
1788
1790
7795
7797
1800
1803
1807
1811
1813
1815
1819
1819
Furnace
Frobe
#8
cF)
I trD.''
1664
1670
t674
7677
1682
It dJ
1689
1693
1695
t697
1704
1705
1706
1707
1708
1711
7712
111 a
7774
-L I l-O
1717
L720
t723
r724
7727
7729
7730
773t
1731
r734
1736
1739
17 40
1742
1745
7745
17 43
L741
t742
774L
Furnace
Probe
#9
fF)
1669
1675
168I
ItralD
1690
1695
1698
1702
r707
1708
1710
1716
L7T7
1718
1720
1722
1725
7726
7728
7729
1731
17 33
I TJO
1738
t740
t7 43
1745
t,alo
r748
1750
1750
1753
1756
r758
1761
L764
'LOO
-t 100
-tloo
r767
1760
Furnace
Temp
Stdev
('F)
22
22
23
24
24
24
o,l
,n
za
25
26
26
26
27
27
27
28
28
28
28
29
28
29
30
30
30
31
30
31
J-l
32
33
38
Lab
Ambient
Ternp
('F)
53 1700
64 1706
55 77t2
66 1717
57 7722
58 1727
59 1730
60 1734
61 1738
62 L740
63 1743
64 L749
65 1750
66 1751
67 1753 68 L755
69 1758
70 1?59
71 1762
72 7764
73 1766
74 1768
75 177r
76 1775 77 1776
7E 1780 79 t782
EO 1784
81 1787
82 1788
88 1790 u 1793 85 1796 86 1799
a7 1801
88 1805 89 1807
90 1809
91 1812
92 1814 93 1813
93
QA
93
QA
oe
oa
oe
(l/
94
93
94
94
94
94
94
94
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94
94
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95
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UC
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95
94
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94
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95
96
95
95
Project No. 15956-105520
Mesa Insulation
September 14, 1999
APPENDICES
APPENDIX C
PHOTOGRA,PHS
*9sA
For,
o....:....:...:
( -.a ?^3 ooiltos
ProjectNo. 16539- 1 14323
Contegolnternationai,Inc.
,IuIy21,2003
PHOTOAPPENDIX
#l: Primed column ready to coat.
#3: ThermocouDle attachment.Contego product bucket.
$'"^
t?
?oo"o"oJ
#2 : Thermocouole attaclment.
#6: Spraying the column.#5: Spraying the W10X49 column.
Department of Community Devehpment
75 South Fronnge Rod
Vail, Colorado 81657
970-479-2138
FAX 97A479-2452
Buililing SafetY
& Inspection
Serviccs Division
TO:
.,r/ / /1 .,,,
Ch uc-/c L-a<-
Community Development Department
Building Safety & Inspection Services
75 South Frontage Road
Vail, Colorado 81657
Phone 970.479.2143, direct line
FAX970.479.2!52- ^^ri-u"lri g#ndr"lpiq"afeitri;;oa''-
FAX COVER SHEET
coMPANY xtvn, Be.-/<- FuDC C':
FAXNUMBER:
PHONE NUMBER:
FROM:
COMMENTS, NOTES:
Qlq - /tr60
J.R. Mondragon, Building Inspector/Plans
Town of Vail
{g *"n"urr^ro
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MAR.?g.2a/E.4 A.A?Pn BECK zuILDING CO
Our Products
CONTEGO-II{TJ@
sluminum and stcel sheets,
NO.SA3 P.3
Page l ofl
Slqtmril
rnd box steel columns.
$pe Barier I Intuunescent t*!
add
flv|tlEibet f grurp
contego Passive Firc Barder is a heavpbodicd, slngle-part labex dcsigned for us
consrmctlon materials such as orlented Strand Eoard (OSB), Structural lnsulate
(SIPS),lramlng lumber, plyrrood, trusses, drywall, doors, rnd more. May also b
ConEgo International, Inc. P.O. Box 49, Rochester, IN 46975
infio@sontegointerna onal.com, Phcne: l'800-43+6444
nkt ,
I
DwI* v
3lst04 hffn://wnnp.contcgointernational-com./oroducts cataloe.ofu
i1AR,?9.?AA4 A\A?PY BECK BUILDING CO lNo. aa3 P,?
,,. -' Fire Retardant I Intumescent Pf Fire Froof Coating { =IrY' Pace I ofZ
, Fr&!.&IIU- +b125
;Elcrrsll
. 2l27lo4t Conteso AsrM D335e Adhesion Tcst Re.ult'\ov,uNlo4E 4E!Eg9.!Ig(!+lll . -ciiiiiaioi Goritego ttrin Fltm Flrr Bardet peee.d the sttingant A5TIE119-/U.L-263 on a
wroi+-i stf.l liim uiing only an so mll coruirsrJD-ovlt LQAP.rljEIESg$-s,JNAXLIpdf)
tfte uffftmate ln #nr Profectfun fur
yg/uf trorne df ttts$r|6sF
Contego protects most buildlng materials from the rdvages of
fire, Contego Intumescent flre barrier products are all non'toxic,
non-dermatic, and safe for Pets'
When exposed to fire, Contego flre retardant coatings expand to
form a tough char barrier fire cannot penetrate, Deprived of fuel,
the fire quickly dies. Contego not only helps prev€nt fires, lt
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tntumescent fire barriers are nothing new, but Contego Passlve
Flre Barrier Latex represents a quantum leap forward in terms of
quality, versatllity, afrordabillty and fire safety"-all in one truly
impressive fire proofinE Product.
Aoollcatlonsj --T.-I-en t'ra I structur€s
ffi H M
a
a
a
a
a
a
a
a
Board)
sIP's (Strucrural Insulated
Panels)
schools
Industrial Structures
Marlne AppliEations
Nufglng Homes
Prisons
Modular Buildings
High Denslty Housing
B€nefits r Easy to apply . Non'toxlc,water.based . colorl€sg, odorlGss . safe for pebs rnd People . Non-$alnlng latcx pain!. Mold and bActerlb resistant . Safe for food prep aruEs . Economical . Maxlmum prolectlon flame
ba arler . Minimum mll thicknes3 o Added fire sEfety means
InsuraFce cogt savlngs . Affordable code
Comoliance
Contego an Letest SIPA Newsletter (
Henley Wood l,lamet Contqgo to
ToP 10o List
RESEARCH UPDATE:
Xgnitlon Tccting Reeults
ContGgo Save5 the DlV
ot Bortonrc 819 Dig
CO]{TE6O PASSES UBC262 THERMAL BANRIER
WITH A 23 MINUTE RATING
Gontego Passivg Flrc BDrtier prasca the rigorous
3 corner foom burn tegt
Co]|t go Latex Flra Bsrrie! Intumesccnt P€see€
trlFPA TeEt
tr{+r' //nnrxrr ...rafenninfarnqfinnql nnyn/3/5104
Omega Point Laboratories, Incj
{rn - FindTerting.corn
unline laborator y dir cctury
Page 1 of2
Eli,3 vveb-tiend ly yersrqr
.7
Omega Point Laboratories, Inc.
15015 Shady Falls Rd.
Elmendorf, TX 78063
Phone: (210) 635-8100 Extension: 131
Fax: (210) 635-8101
Contact: Jeannette Emmons, Marketing Specialist
Email : jemmons@apl.eeq'
Website: www.opl.com
Omega Point Laboratories, Inc., is a nationally recognized, independent
laboratory specializing in the performance characteristics of building materials,
systems and furnishings. Performing both large and small scale tests, we offer a
complete array of fire resistance, flammability and flame spread testing for all
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perform a variety of other standard tests as well as custom test programs
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Omega Point has the capability to fabricate many test specimens of all common
materials including steel, stainless steel, aluminum, concrete, wood and plastics.
We also offer a nuclear level quality assurance program that complies with
10CFR50, Appendix B ofthe Federal Code of Regulations and ANSI N45.2.
it
We perform testing on metallic, non-metallic, elastomers, plastics, and wood
;Qmega Point Laboratories performs test procedures according to ASTM, NFPA,
JJILIULC, FM, UBC, ISO, Boeing, CFR, FMVSS, and UFAC, as well as certain
military and foreign procedures.
a
We are primarily a flammability testing facility specializing in construction
materials, assemblies and furnishings. Our services extend to include a
complete Listing & Follow-up Service. This is a monitoring program that details
the manufacturing process and ensures that the same materials and procedures
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a
http ://www. fi ndtesting. com/directory/printlab. asp?cusid:omeO0 1 418104
Omega Point Laboratories, inca
Our certifications include
of Building Officials(ICBO),
International Code Council
(sBccl).
a
Page2 of2
HUD, GSA, FAA, U,S. Coast Guard, Metropolitan Dade
California State Fire Marshall and numerous other State
well as many foreign governing bodies.
a
but are not limited to A2LA, International Conference
Building Officials & Code Administrators Int'l(BOCA),
(ICC), Southern Building Code Congress Int'l
County, Florida,
and local authorities as
a total of 29 highly skilled individuals
6 Engineers, 12 Technicians and a
Omega Point Laboratories employs
among whom are 1 PhD, 3 Chemists,
dedicated support staff.
a
ruffi
Included in the state of the art equipment used at Omega Point Laboratories
is the Stanton Redcroft Cone Calorimeter, FTT Toxicity and Smoke Chamber,
Steiner Tunnel, small & large scale vertical and horizontal furnaces, and open
calorimetery hoods.
http ://www.fi ndtesting.com/directory/printlab. asp ?cusid-ome00 I 4/8/04
PHONE LOG
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exteflor
From:
To:
Date:
Subject:
CC:
Charlie and J.R.,
Review of Bill Pierce's letter to the Northwoods Assn.(Jan 29th,' 04) has brought up the need for some
clarifications regarding exterior finishes as discussed at our meeting (Jan.28th,' 04), and prior discussions
between the three of us.
Bill's letter states that fire retardant trim is required by code above 40', In a later conversation with Bill,
he said that was per the new, pending, code. \Mich statement is accurate, and better still, which do I need
to adhere to? Could you provide section references, please? lVOb .a..L_e;Ztger
Bill's letter also states that soffits should be non-combustible regardless-{this true in both codes? lf so
which do you prefer I adhere to? Again, section references, please. I am assuming that non-combustible
means that a fire+etardant treated material will not suffice, correct? aHCeLEcT
The reason I pose these questions is, that previous discussions produced slightly different answers, ie:
a.. Untreated trim was discussed as OK to use, without mention of a 40' limit. Ve t 7 7 (JEC
b.. Fire-retardant treated soffit material was discussed as being applied over an approved t hr assembly,
in order to match existing soffits. VtS
The only soffits to be affected would be on the new, added dormer, and a section of roof over the new
4th floor corridor fire-door configuration. I mentioned to you ,Charlie, that this configuration will be
changing.
The new configuration of the 4th corridor fire-door is described below, as I don't have a drawing of it yet:
SheetA3.1 of Permitsetof Plans-lefthandsideof pageonlof 43.1.- Down-pagefromthe
intersection of Gridline 1 and Gridline B, is an existing window. lt is proposed to replace this window with a
10 lite door to retain natural lite in the hallway and use the existing fire stairs and access doors without
modification. Coe-lte.f,
Kurt Segerberg discussed this in person with Greg of the Building Dept. (sorry don't have his last name),
and was told that a 20 minute rated door would be sufficient at this location. Could you please verify that
rating? We are planning ,at this time, to use^a -lamjlated, rated glass to satisfy the safety glass
requirement at ihis tocaltion as wett. Cr€CtL{
Finally, I will be faxing product and application information (for your approval) regarding the
factory-applied fire retardant we wish to use to on the cedar siding as discussed at our Jan. 28th meeting,
and in subsequent emails.
Thanks again for all your helpl
Chuck Coe
Suoerintendent
Beck Building Co.
Pager (970) 904-1300
Email chuck@beckbuilds.com
Visit us at www. beckbuilds.com
"Chuck Coe" <chuck@beckbuilds.com>
"Charlie TOV Davis" <cdavis@ci.vail.co.us>
0210912004 3:23:43 PM
Northwoods exterior finishes and other
"JR TOV Mondragon" <jmondragon@ci.vail.co.us>
, '. 1. :1 .r :, - ; f . .'1 .i'.rli
I j\9'r.' r'"1 .
.' |qLr i'f, ;'.}'',.
'i. \'J
s Condos. ;or finishes meetin
From:
To:
Date:
Subject:
Charlie,
I wanted to follow up with you after our meeting yesterday with Bill Pierce, Kurt Segerberg, and Russ
Forest (sp?), regarding non-combustable exterior finishes at the Northwoods Condominiums. I particularly
want to verifi7 how our discussion relates to the Aguirre Remodel under Bldg. Permit # 803-0237. I have
listed the major discussion points below, as I understand them. Please confirm or correct these points as
applicable:
a.. The Aguirre remodel will be allowed to proceed with factory-impregnated fire retardant cedar siding ,
to match the existing siding on the building. A non- combustable exterior siding or finish will not be
required at this time.
b.. The 3rd floor exterior walls (already framed), will be allowed to remain with 5/B" exterior type-x gyp
sheathing, and 5/8" interior type-x gyp board. The above mentioned siding would be applied over the
exterior type-x sheathing.( 3rd floor exterior walls are less than 35' above grade, and "primary" structural
steel members on this level were fire wrapped, and passed TOV inspection prior to application of exterior
sheathing and interior "shell" drywall for the winter "off-season")
c.. 4th and 5th floor exterior walls will be framed with metal studs rather than non-com lumber. and
"primary" structural steel members will be fire wrapped and inspected by TOV, priof to encasing in an
approved thr fire-rated assembly. The required thr assemblies should be ready for submittal to the TOV
Bldg. Dept. the week of Feb 2nd, '04.
d.. 4th and 5th floor walls will also be sided with factory-impregnated fire retardant cedar siding. The
anticipated exterior sheathing for these assemblies is 5/8" type-x gypsum board.
e.. Bill Pierce is to inform the Northwoods Assn. that when future need requires re-siding these buildings
(individually or collectively), the TOV Bldg. Dept. will require that it be done with a non-combustable siding
or finish. The factory-impregnated fire retardant siding discussed above, which will be installed with other
work performed under TOV Building Permit # 803-0237, will be allowed to remain in place until all siding
on Building A is replaced with a non-combustable siding (or finish) at some future date.
lwould also like to verify the following information gleaned from discussions between myself and J.R.
Mondragon:
a.. The use of un-treated ( no fire retardant) cedar trim components will be allowed for exterior window
and door casing, "b_glly-band", soffit, and fascia details, when applied over an approved t hr-rated
assembly. ,-/E t '
b.. Non-com'lumbgg.rgay be used as nailing-backer for trim members if encased in a t hr-rated wall or
roof assembly. t/E )
And finally, some new questions:
a.. Can non-corn lumber be used as a stiffener / nailinq-backer for doors and windows in metal stud
wafls, if it is encased within the thr assembly? V €S
"Chuck Coe" <chuck@beckbuilds.com>
"Charlie TOV Davis" <cdavis@ci.vail. co. us>
0112912004 3:44:05 PM
Northwoods Condos. ; Non-com exterior finishes meeting
on this project. Many "Thanks l" to both of you.
Chuck Coe
Superintendent
Beck Building Co.
Pager (970) 904-1300
Email chuck@beckbuilds.com
Visit us at www. beckbuilds.com
b.. Can non-com lumber be used in conjunction with metal studs Jo/fotm-Kiqg studs, t!:immers, €tnd _ I
headers in metal stud watts, if encased within the t hr assembty? [l&9 7uE( 3 {, ,-6-AS-=
Charlie and J.R., I greatly appreciate your willingness to work witMne to resolve the challanges-l'm facing
GC:"JR TOV Mondragon" <jmondragon@ci.vail.co.us>
s2lqv2s64 69:52 976476439t
-
FP5 PAGE g2
[.'. r iir Idi.filrrr, \ij\.,,\rt l,,ii11
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FRITZLEN PIERCE ARCHTTECTS
vAl[, COLORi{OO
lanwry 29,20O4
Eoard of Directots
Northwoods Condominium Association
600 Vail Valley Drive
Vail, CO 91657
Directors,
Yesterday I attended a tneeting with Russ Forrest {Director of Community Dweloprnent for the Town of Vail), Chadie Davis (Chief-Building Official for the Town
"f VriU, ifrrJ Coe (Beck Conshuctlon, and Consuuction Superinbndeni for untt A 141, and rurt se#.U-erg 6rchibct for Unit A 14).
The.subject of-the meeting was relaEd to the Town's enfonernent of a provision of rhe
:-1,yr"6.::d. rhatprohibjs combustible wood sidtng fmm being insrallsd more than 35 feet above
Erade. Afinough this provision of the Code has been included in dre Codes before Nonhwoods was originally buih it har been routinely overlookcd. Therc are countless buildings throughout Vail and Eagle County that do not conform b this provision.
.The upper two fl*.f { yll! A 1.4 are generally above rhis 35 foot limir To be visuafiy compadble witr the rcst of ,the buiHing- it is imlonantitrat this addttion be sufaced in wood Jiding.Narurally thls issue affecE the enlirqty of Northwoods, nor iust UnltA 14.
A compromise was achieved in the matGr of Unit A 14. Chsck Coe agreed to construct the Level 4 and 5 exhrior walls with metal studs. The interior surfa.","iff U"ilg.;tir-X Syprum Uorrd
,.J:^:f ,;1:n1^l\?:l'T,:!.tf !.an aqglovgu cy.fyr product estabrishid"irhl;, rated assembly.
I:"1:11'16, mekhint existing siding will be installed as the exrerior finish material. Chuck will have tne slolng tr€at€d with firc retardant b,y a certified applicator and provlde evidence that this application meets industry standards. lt was agreed. drat ahhoulh 6is instalation does not meet ile'i,],rf;ls ;Jj;requiremenb, it ls safer than the original condition.
-,_,,.- - .,t agreed to,prcsent informaUon to the Board on this maftr and discuss replacement of the sroln& throughout the complex, with non-combustlble surfaces. The existing siding, panicularly on the south and west facades is showing deterioration due to wearher expooune. li ota"7i ,baintain the guality of dre exterior facades rhe sidingshovld be replaced rn.trt"ieriiiu*ry ;;;;il". tf the siding were to. be rcplaced lt could be replacel wfth a non-combustible fibeus .Jr"nt ooiro product that resembles wood. There are curentry. rimired patrems auailable ii iiis ;;;t;ii"f which are cornpatible with the currcnt uood siiing parnrn. Thh material was ;"""dy i;illdon Mllage center Condominlums and the Marriot Hotet in'Lionshead. Wood trim (around Ooors.nJ *,indows, facia,etc) i5 Permithd by the code below forty feet.
.
Above forty feet fi;; reutda;i i#i ,equireo. rn art cases be so,ffits should be non-cornbusti'ble.
Ahhough the focus of dre rneedn6.was Building A"a mole imminent danger exists at Buildings D, E and F. rhe rctative tack of access oihe south,iai, ort.sei;iiliil:il;iil wifi the proximity of the evertre€n forisl, which is subject to wirdfirc, ;"1 , ; 6ffiaili'"-ger to the property and the inhabibnb.
The Town of vail is aware of the financiaf burden imposed on the Associarion memben over the last few pan due to the inshlladon.of th" rir" ruppl"ron and alarm spbms mrndated by the
I ril'x l):,. r 1.1 ,
azta3l2s64 a*52 s7A4i54l FP5 PAGE S3
FRITZLEN PIERCE ARCHITECTS
VAIL COLOftADO
Town.
-The
Town requesb that the Associadon begin a siding rrplacement program in the nexr thrce
f_rf:,-Il-:^.f:1:l-lltt:l*td over a ftw yean blrowing-rhe initiation *thi ,epracemenr prognm,probabty startrng with Building E and completing wltr Duilding A
CC: Jlm Akin
Charlie Davis
Russ Forrest
Chuck Coe
Kun Segerberg
I tiir i l,r .r \;t.t \. i!1,,r' r'rrirr'.. i.:lr,: thY q.,., J.
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BECK BUILDING CO N0.a4a P.1
lutlllta a0t?ttt
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3L77 Glendam Dr.
Grand Junctioru CO 81504
Phone: 970434-6999
Cell:970-260-2844
p."
-023-l
Report #l
4*lh*W'
| (eil['*h#D
I rt'
Date: lO-2743 r
Project: Aguire Remodel Fo^^I+ boa - Offi7
Address: Buililing A-Unit #14" Noithwbodi Vari CO-
General Contractor: B*k Building Company
Contractor that Performed Work: Myers & Company
Inspection of shop fabrication or field.work ali_ob lite.. {ield -
most ofthe field welding & high strength
bolting at the 4th floor level. Some ofthe welding at the barjoisrc &
other misc- items was not yet completed and there were also a few welds
that were not visible for inspection (column reinforcing plates & the
welds at a beem to column connection angles)-
A few welds were found that needed increased in size. These welds
were increased in size and then *re weiriing inspecied above appeared to
be of acceptable quality per the requirements of the AWS Dl-l sbuctural
welding code- The high strength bolting appeared to be tightened to a
minimum of snug tight and was acceptable per the AISC Specification
for Structural JointS Using AS-IM A325 or A490 bolts-
Towii-of Vail
I
o
I
I
DEC. I.?AA3 E:51PM BECK BUILDING CO ,._
West Slope Testing & lnsPection \--/ 3177 GlendamDr-
Grand Junction, CO 81504
Phone: n0434'6988
Cell: 970-260-2844.
o NO.AAA P.3
Report#2
Proj ect Aguirrs Remodel
Address: Building A Unit #ld Northwoods Vail CO'
General Contracton Beck Building Conpany
Confiactor that Performcd lVorlc Myers & Company
Uoiting at fte 5th floor level &om grid line B to D- The steel beyond grid
line D-was to be completed at a lder dafg as was the welding at the bar
joisb thd were at the-stair way area. Visually inspected fte wclding at
-tn" to3oite on the 4th floor level that was not inspected on the first
inspection visit (see rePort #l).
The welding & hieb sfiengft bolting inspected above was of
acceptable quatity per the requirements ofthe AWS Dl.l strucfi1ral
welding code. The higb sfinength bolting appearod to betightened to a
mininum of snug tight -d was ac-ceptable perthe AISC Specifiction
ftbrication or fidd workat job f@lield
field weldmg & high sE€ngth
for Stnrctural Joints Using ASTM /-325 or ^A490 bolts.
Inspector/Technician: Dotrylas E Young
3lL
BECK BUILDING CO
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gUILOING A LEGACY OF TRIST FOR OVER 30 TEARS
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WEST SLOPE TESTING & INSPECTION
3177 Glendam Dr
Grand Junction, CO 81504
Phone: 97043+6988
Celh 97O-26O-28a4
Fax Transmittal
To: Chuck Coe @BeckBuilding
I)ate: 1L-1243
Fax#; l-970-9494335
F'rom: Doug Yor.rng
Number of pages sent including cover page: 2
Message: Irrspection report for last Fridays steel inspection. I
will also mail the reports & the invoice to your office along with
my welding inspection certifications. I will tet you distribute the
reports to the appropriate parties.
Thank You; Doug Young
Nov
-. -----l-
-
ls 03 O9:2Fs Chuck Coe -;.ffi
West Slope Testing & Inspection
3177 Glendam Dr.
Grand Junction, CO 8lSO4
Phone: 97043+6988
Cell: 970-260-2844
Inspector/Technician: Douglas f, fsrrng
Project Aguirre Remodel
Address: Building A Unit #t{ Northwoods Vail CO.
General Contractor: Beck Building Company
Contractor that Performed Worlc Myers & Company
!.eport: Vis-rrally lnspec,ted
bolting at the 5th floor level from grid line B to D. tne steet uevona gria line D was to be completed at a later date, as was the welding itn io joists thar were at the stair way area visually inspccted tne ietaing at the barjoists on the 4th floor level that was not inspectea on the first inspection visit (see report #l).
The welding& hieh strength bolting inspected abovewas of
acccp-table quality per the requirements ofthe Aws Dl.l stnrctrrat welding code. The high strength botting appeared to be tightened to a
Tiolou- ofsnug tight and oras ac."ptabt;-p- the AISC Specification for stmct'ral Joints using ASTM elzs or A49o bolts.
p.3
P.?
Report#2
P.A2/44 SEP-19-2S43 Aet L2 I,ELJ I E\-N &
HEPWORTH - PAWLAK GEOTECHNICAL
Seprcmber 18, 2003
Bcr;k Btriiding CortPanY
Arrn: Chuck Coe
P.O. Box 4030
Vaii. Colorado 81658
l-i.nnu'rr'iOl^1. ('itx)l cr!rir!ic.,l. lnc'
-5oi{) C:.,.,:11 Road li4
t-: | :1wo, r! .Sp: irrgs, (i':'ir.'r' rr l:' : I (iJ I
phcnr, !r70.9,15.7966
FL\ q?0.r)+5.ij.li1
cnr,ril: l:pge,:r4lhpgcot;cclt.crrtit
@9 073'[
Joh No. 103 -577
Sub.lcct:ObservationofE'xcavation'ProposeclDeckandRoofAddition'Building
A, No't]r*ooOs Conclominiums' 600 VailValley Drive' Vail' Col<lraclo'
Dcar Mr. Coe:
Asrequested,arepresetrtativeofHepwortlr-PawlakGeotecbnical,I,trc'trbservedthe
excavation at tn soU.;.lr,ict oi Stpt"'nt'"' i6' 2003 to evaluate thc soils exposcd for
fbundation support. t:h" Iinoings rrf our observations and reconuuendations tbr the
foundation destgn arc presented in this report' Tlre services were perfonned in
nccordance with our d;;;;;;;f, g;o,..ir"irot eogineering services to Beck Building
CompanY, dated SePrember i5, 2003'
The proposecl acldrttons wilt be supported by a 4 foot by 4 foot pad footing at the
tooting elevatiou of ue tt*er levjl^parkhg structure. The tboting wili be reinforced
rvirh #5 rebar antl .ro*"i"a ioto ttt. ."it,t"g footing. The footilg is dcsigped to provide
a4ciitiooal bearing area for the proposecl a*.t.oJioof additicrns on the 4d' and 5'b floor'
of tsuiiding A. Arr allowaute soit iearing pressure of 3,500 ps1'was itssurned ia the
design.
Alrbetimeofcrurvisittothesite,tlrefoundationexcavationhad,bcen'o,.nonglevel
to12t'eetbelowdte,Oj^'*tgroundsurf'ace'Thesoiiscxposedintheboaomofthe
exc;lrvatit-rn consistecl of natural slightly silty sarrdy ggavel with scatLefed cobbles' Thc
results of a graclation analysis pertbrmed ont s'*p1t of the-gravels (minus 5 inch
tiaction) obtaincd ft; th; 'it' are presented on Figure i ' No free wAter was
ellcountered in the cxcavation and the soils were moist'
Consideringtheconditionscxposedintheexcavationandthenaturcoftheproposed
col.lstluction,'spreadfootingsplacedontheundisturbednaturalgravclsoildesignedfor
au allowable soil bearing Pressure of 3'500 psf should bc adequate for support of the
pr.rposed adclitlons. ii#'il;tr*J.i toir"u footing areai should,e mr'ristened ancl
ccrrrrpactcclorremovedanilrlrcbearinglevelextendedoownto{:eurrdisturbedtratural
gravel soils. liackhll should he compicted to at least g0% of sundard Proctor deustry
atrd have t tilish'rt'pt to 1""utnt pooa;ng'pithirr at ieast l0 feet of the huilding'
Pirri<,.'r J0.l-lJ4i-7ii9 ' Clok,,raio Slnngs ?lg'633'5567 I Silverthtrrne 9?0-468-1989
o
P.A3/44 5EP-|9-2A83 481 72
Beck Building Con:PanY
.Scpteu:ber lE,2003
P';vP i
Tlte recontmenclations submitted in this letrer are based or our obscrvatior: of dre soils
exposecl within rhe ioun6ai,on excavation aucl do trot ioclude subsurface extrlloration to
evaluate the subsurtace o)nji ioor within the loaded clelxh of foundation influetrce'
Tlris stucty is l:lased oo tr,.-*ro-ptiou that soilsbeneath the foodngs have equal or
bejtler support thar those cxposed'. The risk of fcrundation movetl]eru may lrc gTeater
than inclicated in Lhrs report becausc of possible variations in dre subsurl"ace conditions'
In orcler to reveal. tne natuie and €xtent;fvariations in the subsurface conditions beJ.w
lheexcavation,rlrillingwouldbcrequired'Itispossibletheclataobhinedby
subsurfacc exploration coulcl change dte tccommerrdations contained in thjs letter'
If there arc auy quesriotrs or il. we may be of ftlrther assistance, plcase let tts kttow'
Sinccrely,
II]iPWORTH - PAWLAK O.POIECTTNICAL' INC.
Jorcly Z. Adamson,
Rev. by: Sl,P
JZfuksw
atrachmcnt Figurc I - Gndation Test Results
ffi
fui{/r#
toh t!103 571 c&Ftecn
sEP-19-2a,43 H-P GEOTECH P.A4/44
fir€ nEroncs
24 Hi. 7 }lR
o € I|r. 15 nr( cdalN,,lg||tit. .ll}{. I lltt.
L'z
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F 2
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e
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.o5 .aD' .9t9 !37 .O7+ '!!I} 's '66 l'la z* +'E
DIAME1ER OF PARIICLES IN MILLJMETERS
GRAVEL 49
LIOUIO LIMIT
SAMPLE OF:
Z SAND 41 %SILT AND CLAY 7 Z
7 PLASIICITY TNDEX %
Slightly Silty Scnd ond Grovel FROM: Bottom of Excs'iotion
Figure 1 GRADATION TEST RESULTS HEPWORTH_PAWLAK
GEOTECHNICAL. INC.103 577
TOTRL P.A4
TOWNOF VAIL
75 S. FRONTACEROAD
vArL. co 81657
970-479-2138
OWNER KISIIA CORP
c/o PHILLIPS s.
PO BOX 1403
vArrJ co 81_558
APPIJICA}fI D.P. EIJECTRIC
P.O. BOX 71L
EDWARDS
co 8L632
L,icense:119-E
COMTRACTOR D.P. EI,ECTRIC
P.O. BOX 711_
EDI,{ARDS
co 4t632
L,icense: 119-E
Electrical---- >
DRB Fee--------- >
Invesdgation-- >
Will Call---'----- >
TOTAL FEES-- >
EPARTMENT OF COMMUMTY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 600 VAIL VALLEY DR VAIL
Location.....: 600 VAIL VALLEY DR # A-14
Parcel No...: 210108111014
projectNo t prj og_o++
Pernlt #:
Stanrs . . .
Applied . .
Issued .
Expires .
E05-0121
Bo5*0137
: ISSUED
: 06/28/2N5
: 06129120[5
.: l2l26l2W5
06/2e/2o0s
ASSOC/MICHAEIJ PHILIJIPS
06/28/2oos Phone: 97O-926-4L4O
06/2e/2005 Phone: 97O-926-4L4o
Desciption: TRIM ELECTRICAL.FOR REMODEL-NEW CONTMCTOR ON JOB
Valuation: $4,000.00 Square feet: 2938
:|+l't *'t*t *******+*:t**1**:*,**:t ****+:*++
9732.25
$0.o0
$0. oo
$3 .00
9135.2s
$0.00
9135.25
$0. oo
Toial Calculated Fees- >
Additional Fees------ >
Total Permit Fe€---- >
Payments--------------- >
BALANCE DUE.----... >
Approvals:
ftem: 05000 ELECTRICAI-, DEPARTMEMr
06/28/2005 JS
IICM: 05600 FIRE DEPARTMSNT
Action: AP
CONDITIONS OF APPROVAL
Cond: 12
(BLDC.): FIELTD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI,IANCE.
DECLARATIONS
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 ttre information as iequired is correct. I agree to comply with the information and plot ptan, to comply
with all Town ordinances and sate laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential CodesTqd other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS T OUR OFFICE FROM 8:00 AM - 4
PM.
FOR HIMSELF AND OWNEF
* * *+**** + +++ * ++* **********************S***'l**t**'t*************+* +****+**** * *i.++ *t ***t **:t ,****
TOWNOFVAIL, COLORADO Statement {t******it******+***************************++*+**+++**********+**************r.,r.,t *,r* ++{.**+,tr***
Statement Number: R050000920 Amount: 9135.25 06/29/2OO5L0:16 AM
Payment Method: Check
PETERSON ELECTRIC
hit: LC
NotaLion: #2324L/DAVE
Permit No:
Parcel No:Site Address :
IJocation:
This Fayment:
EP 0 010 0 00311110 0
wc 001000031-1-2800
2101-081-1101-4
5OO VATIJ VAILEY DR VATIJ
6 O O VATL VALLEY DR # A- ],4
T].PE: EIJECTRICAL PERMIT
TotaL Fees:
TO!A1 ALI.I PMTS :
E0 5 - 0121
$13s.2s Balance: S0.00
* * ** ++** ******{.{.********** *'}****** ******+++********+* ** * * ******** ***** ****** **** * ****** * * ***
ACCOUNT ITEM LIST:
Account Code Description Current PmtE
$13s.2s
$13s.2s
EIJECTRT CAIJ PERMIT FEES
WILL CAIJIJ INSPECTION FEE
I32 .25
3 .00
)0J -6<-z<-
Building Permid += B 03-C)73
TOWNOFVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR IN FORMATION
79-2L49 (InspectionS
Electrical Contractor:
bFEt EcruzJL
Town ofVail Req. No.://q- E
Contact and Phone #'s:9ta-?7[-/fi0 DtuE-
E-Mail Addresx
contractor trt):
Tn "A >Dl >;,*.-
coMpLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR\ALI OTHERS (Labor & Materials)
ELECTRICALVALUATION: $ 4 Oil)'A AMOUNT OF SQ FT IN STRUCTURE:
Contact Eaqle CounU Assessors Office at 970-328-8640 or visit for Parcel #
Parcel #
robName: A1UiLRtr rob Address"fu
t )/Ltt ,* t ,rv>t//e
Legal Description Lot:Block:Filing:Subdivision:
owners *u'",11oorpf6 frAufgRf,ll Address:Phone:
Engineer:Address:Phone:
Detailed description of work:fBA4 EtturPicf L
WorkClass: New( ) Addition( ) Remodel ${ Repair( ) TempPower( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both t<)Does an EHU exist at this location: Yes ( ) No 94
Type of Btdg.: Singte-famity ( ) Duptex ( ) Mutti-family gld Corr"r.ial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Is this permit for a hot tub: Yes (*o b6
Does a Fire Alarm Exist:Yes }Q No ( )Does a Fire Sprinkler System Exist:YesX No( )
********rr*rr******?f,***j******t<Jr*rr***)t***FOR OFFICE USE ONLY****Jrr(*J<*rt:t**rr*t(r<*******t ************\--.t -a'/'ul
Other Fees:Date Received:
DRB Fees:Accepted Bv:
Planner Siqn-off:\a5
\\Vail\data\cdcv\lrOl{MSU'liltMlTS\ELECPERM.DOC 0'7 /26t2002
'r' -r
f, t ,::a:. -.
{.ir']t
'!..
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Qrr*r*rNr oF coMMUNrry oru?on"r*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M04-0Zs
3o3-o2 3l
Job Address: 600 VAIL VALLEY DR VAIL Status . . . : APPROVED
Location.....: NORTHWOODS-600 VAIL VALLEY DR # A-14 Applied . . : lll}ttzC04
ParcelNo...: 210108111014 Issued. .:
Project No : TRf oi- o7 Le_ Expires . .:
owNER KrsHA coRp LL/ot/2004 phone:
c/o pHrl,I,rps & Assoc/larcrnrr., pHIrJ,rps
PO BOX 1403
vAIIr CO 81658
License:
coNrRAcToR FIRE WORKS HEARTH & PATIO TNtl/OL/2OO4 phone: 970-928-8758
P.O. Box 2133
Glenwood Springs, CO
8 L501
License: 243-Vl
APPIJICANT FrRE WORKS HEARTH & PATfO INLL/O1/2004 Phone: 970-928-8758
P.O. Box 213 3
clenwood Springs, CO
81601
Lricenge:243-Vl
Desciption: INSTALLATION OF A GAS FIREPLACE
Valuation: $2.000.00
Fireplace Information: Restricted: Y # ofcas Appliances: 0 # ofGas Logs: 0 # of Wood Pellet: 0
****,td(***:*:*:l:a:l'h:tltt+++{+l'l*'ia'l'i't'i**+:l:tl(:*,***d.,lir*:**,******,}**,}r.**i.**'t't*** FEE SUMMARY
Mechanical-- >
Plan Check-- >
Investigation- >
Will Call----- >
${0,00 Resorara Plan Review->
S1o. oo DRB Fee----------->
$0. o0 TOTAL FEES---->
. $3 .00
so. oo Toral Calculated Fe€s-- >
go. oo Additional Fees----=->
s53.00 TOIAI Permit Fee----->
Payrnents---------- >
BALANCE DUE---"".. >
9s3.00
$0. 00
$53.00
$s3. oo
$0.00
ICEM: O51OO BUIIJDING DEPARII,IENT
11/0212004 .tRM Act.ion: AP
Item: 05600 FIRE DEPARII,IENT
CONDITION OF APPROVAL
Cond: 12
(BI-,DG.): FIEIID INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIANCE.
Cond: 22
(BL,DG.): COMBUSTION AIR IS REQUIRED PER SEC. 70L OF TIIE 1997 VMC, OR SECTTON
701 0F THE 1997 rMC.
Cond: 23
(BIJDG.): INSTAL,LATION MUST CONFORM TO MANUFACTTTRES INSTRUCTIONS AIID TO CHAPTER
L0 oF THE 1997 I'MC, CHAPTER 10 OF THE 1997 rMC.
Cond: 25
(BIJDG.): GAS APPI-,IAIICES SHALL BE VEIIITED ACCORDING TO CHAPTER I AlrD SHAITL
TERMINATE AS SPECIFIED IN SEC.8O6 OF TIIE 1997 UMC, OR CIIAPTER 8 OF THE 1997 IMC.
Cond: 29
(BLD$.): ACCESS TO HEATING EQUIPMEI{T MUST COMPIJY WITH CI{APTER 3 A}ID S8C.1017 OF
rttE lee? u'c eND crrAprER , ?*"" r.eez rMc.
Cond: 31
(BLDG'): BOfLERS STIAIJL BE MOIII{TED ON FIJOORS OF NONCOMBUSTIBI-,E CONST. UNLESS LISfED FOR MOT]MTTNG ON COD{BUSTIBLE FI,OORING.
Cond: 32
(BI.,.DG.): PERMIT,PLANS AND CODE ATSALYSIS MUST BE POSTED IN MECTTANICAI, ROOM PRIOR
TO A}I INSPECTION REQUEST.
Cond: 3O
(BLDG.): DRAINAGE OF MECHANTCAI., ROOMS CONTAINTNG HEATTNG OR HOT-WATER SUPPLY
BOTLERS SHALL BE EQUIPPED WITH A FI-,OOR DRAIN PER SEC. L022 OP TIrE 1997 I,MC, oR
sEcTroN L004.5 0F TI{E 1997 IMe.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full ttre information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQIJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OB AT OUR OFFICE FROM 8:00 AM - 4
PM.
SIONATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
1
MVNOFVAN
75 S. Frontage Rd.
Vail, Colorado 81657
rvb
APPIIcATIoNI.. no, BE AccEPTED IF INCoMPLECR UNSIGNED
Project #:
Building Permit #:
Mechanical Permit #:
97 O- 47 9 -2149 (Inspections)
Room layout
Di
Duct
Permit will not be accepted without the following:
CONTRACTOR INFORMATION
Mecha nica I C-ontractor:
6vo, ul^tvt t-,br4' 4G];,
Town of Vail Reg. No.:Contact and Phone #'s:
1n q Zg g?sK S,Irtl;^o'7^r ,
E-Mail Address:
contractor sisnature : il/*/fu*
COMPTETE VALUATION FOR MECHANICAL PERMIT Labor & Materials
MECHANICAL: $'1961;,oo
Contact Assessors Office at 970-328-8640 or visit for Parcel #
Parcer# A/Ol 06/ l/O/
F'Job Address:5,
Detailed description of work:
WorkClass: New({) Addition( ) Alteration( ) Repair( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( R)BoilerLocation; Interior( ) Exterior( ) Other( )
Type of Bldg: Single-family K) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: ,
of Fireplaces Existinq: Gas Apoliances ( (A Gas
Noflype of Fireplaces Proposed: Gas Appliances ( I ) Gas Logs ($) Wood/Pellet (dt) WoA Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No
* * * * * *:F * * * * * * * ** * * * * * * * x FoR oFFIcE usE oN LYx * * x * * * r( * * * * *
\dAtA\CdCV\FORMS\PERMITS\MECTIPLRM.DOC
lg_Y_gcu.gEv.
******rt**,*,r**{.*****{.r.*r.*r!**X.:1.*******r.r.{.**+****#*'}'i*t **********t ****'r**+***** '**:t ***+******'i**
TOWN OF VAIL, COLORADO Statement
**{. *{!********:t * * * * * * * * * * * * * * * + * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** * * * * * * * **********
Statement Nuniber: R040007187 Amount: $53.00 1L/23/200403:38 pM
Paymenu Method: Check fnit: JS
Notation: #7854/FIRE
WORKS HEARTH AND PATIO
Permit No: M04-0248 Type: MECHANICAIJ PERMIT
Parcel No: 21010 811-L014
SiIe Address r 5OO VAIL VAIJLEY DR VATIJ
Location: NORTHWOODS-600 VAIL, VAIIJEY DR # A-1"4
Tota1 Fees: $53.00 This Pa)rment: $53.00 Total AIrIr Pmts: $53.00
Balance: S0.00
**t *'N*,i'i*,Nx*****,i**'F:F*'f **r.**:1.iN*d.t'trx**x.*1.x.it *i.*t ***** *********r(****** ******,**x**** *** t!,*,t '**x* * *
ACCOTINT ITEM LIST:
Account Code Description Cunrent Pmts
MP OO1OOOO31111OO MECHANiCAL PERMIT FEES 4O.OO
PF 00100003112300 PLAN CHTCK FEES 10.00
L']C OO1OOOO3112BOO I{ILL CALL INSPECTION FEE 3.OO
Nov Ol O4 1O:49a ri5 tlorrs Heerth tft Patio sbsas s?as
42" 7-Vent Flraptace
59 5i16" ,/ / \\ I '.', (6" Vent Pipe)
27 9/16"
I Dimanrlons Allgw tot U4' Clearance al
I Slcle$ and Back ol Fir€placo (recommended)
+ito s/g'i<
l<- t+ tA' 'i
4g u
-|
42"'-+i3"1+
p."
I lt i ,l -\ \t HowevorO'orearance rs P€'mrtt€d'
/y/$va\Y\'ts-d: St*lljl,, t: (Letr)
,< ---- 837/8" ------->r I + i ii I O--r--rl-' r
{,---361/10" +i I i l!
I
.- ..-----. -:. .r^s.E;\\ | ffiHrl i$l_ij,i,:{,"i,
M114"
I
I
I
I t
il TI rl 24', I I ob"
+l i"l l- -+_
( Right)
----"'-" a'
* 8 1/8"
N o glq"
+l 10 5/8,,
l<- 12'*
21!3' .t-
TOWN OF VAIL FIRE DEPARTMENT(,
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2135
NOTE:
VAIL FIRE DEPARTMENT
THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Job Address:
Location.....:
Parcel No...:
Project No :
ALARM PERMIT
600 VAIL VALLEY DR VAIL
Northwoods A-13
21010811 1014 t)rlo I - oee)-
Permit #:
Status . .
Applied.
Issued .
Expires .
Phone:
404-0075 B4 -ot3/
.: ISSUED
. : 10/20/2004
. : ll/03/2004
.: 05102/2005
OhINER KTSHA CORP
C/O ROBERTO AGUIRRE
PASEO .]URTCA 461
QUERETARO, MEXTCO 76100
License:
CONTRACTOR THUL ELECTRONIC SYSTEMS
P O BOX 534
AVON, CO
8L62Q
License:112-S
APPLICANT THUI-., ELECTRONIC SYSTEMS
P O BOX 534
AVON, CO
81620
License: 1l-2 - S
r0 /20 /2004
10/20/2004 Phone: 970-949-4638
t0/20/2004 Phone: 970-949-4638
Desciotion: BRINGING ENTIRE LTNIT UP TO CODE No(hwoods a-13
Valuation:$5,485.00
Elecrical------>
DRB Fee----->
Invertigation---->
Will Call----->
TOlAL FEES-->
$0.00
$0.00
s0.00
s3.00
s440.69
5440 -69
s0.00
s440.6e
s440.69
s0.00
Total Calculated Fces->
Additional Fees----->
Total Permit Fe€---->
Pa)'ne-nts-------------->
BALANCE I]I.JE--.---->
of the Town aollicable thereto.
Approvals:
Item: 05600 FIRE DEPARTMENT
11/02/2004 mvaughan Actaon: AF
CONDITIONS OF APPROVAL
DECLARATIONS
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 as required is correct. I agree to comply with the information and plot p1an, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances
REQUEST'S FOR INSPEC'I'ION SHAI,L BE MADE TWENTV.FOUR A'I479-2135 FROM 8:fi) AM - 5 PM.
ATTJRE FO OR CONTRACTOR FOR HIMSELF AND OWNER
*jl************+**{.****++*,}*****'i'i****+***************{.*f******************+******+***.}****+*
TOWN OF VAIL, COLORADO Sratement
** * + +* * * ***{.* + * * ***** *****+*+***'f *****t****+*****f****t******** **** **.****+** ** * *+** **+***** *
Scatement Number: R040007047 Amount: 5440.69 1"1/03/200403:01 PM
Pa].ment Method: Check tnit: DDG Notationr ThuL Electronics l- 5522
Permit No: LO4-0075 Type: ALARM PERMIT Parcel No: 21010 81110 L4 Site Address: 600 VAIL VALLEY DR VAIL Location: Nort.hwoods A-13 Total Fees: 5440.69 Th.i c Drlh.nt- . $440.69 Total A_LIr Frnts: 9440. b9 Balance: $0. O0 **t **r.******** ** +** r( * *** * *****f*** ** *********.*+*** ** t ** * ** *+** ******* **** **** * f** * *'3*****,i**
ACCOTINT ITEM LIST:
Account Code Description Current Pmts
BP OO1OOOO3111-1OO FIRE AI,ARM PERMTT PEES 205.69
PF 001000031_1"2300 PLAN CHECK FEES 232-00
WC OO1OOOO31].2800 WILL CAI,L INSPECTION FEE 3.OO
ApplrcArroN !l nor BE AccEprED rF INcoMpLErO. r,*r,
Project #: _
NVNOFVIN
75 S. Frontage Rd.
Vail, Colorado 8
o5 oz<L
Building Permit #:
Alarm Permit #:
CONTRACTOR INFORMATION
and Phone #'s:
- q(3t Town of Vail Reg. No.:
PLETE VALUATIONS FOR ALARM PERMIT (Labor &
Fire Alarm: $ f
EIVED
1 5 2004
Contact Assessors Office at 970-328'8640 or visit for
Parcer# ?.,lftt OX llt nB
lob Name:/r
1irr4 R*14 ia oaa,.rr, (0O lt^'/ l/&, IJ^
Un;t I-BJ-
Legal Description ll t-ot: ll Block: ll Filing:Subdivision:
owners Nane:e[4 A*,*-Address:Phone:
Engineer: Drt",rl SI^u Address: B.*lo?? Fnlco co Phone: q67 - iogt
Detailed Location of work:.(i.e., floor, unit #, bldg. #)t- | t'l .l EntYL llnif
Detailed descriotion of work:<)l-tJl Kri^tiq anll?e unit 3'tF 7o c-4<-
RePair( ) Retro-fit( ) Other( )
Type"f BldSt Sinrie-famif( ) Two-family( ) Multi-family()d Commercial ( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building:No. of Accommodation units in this building:
Does a Fire Alarm Exist: Yes gx3 No ( )Ooes a fire Sprinkler System Exist: Yes (;d No (
*******,r******************ttrf **r.****J.***FOR OFFICE USE ONLY******rr**i*tr*t<********'t**************
uP*
o7t26rzoo2 Abt . ,, >
\6t"
Other Fees:Pate neceived:
Public Way Permit Fee:Accepted By:
Occupancy Group:
\Wail\data\cdev\FoRMS\PERMITSULRMPERM.DoC /a ({'
J?"t
1.i i | &\ "l l#. . 't' '**
ot''l--,,,f.o.a.,
Jnrur rNFoRMATtot* "rurO VAIL FIRE & EMERGENCY SERVICES
BIIILDING INFORMATION :,7
(/^*/3
Street address & phone
Knox box location:
Alarm panel location:
Alarm silence & reset codes:
RPS': NAIIIES & PHONE NUMBERS (work & homel:
Owner:cl"
Property manager:$^ i Eh- lfh"s
Property maintennnce manager:
Alarm senrice company:
BINLDING UTILITIES:
Gas:
Main location:
Other locations:
Electric:
Main location:
Sub-panel locations:
Water:
Main valve location:
Secondary water valve locations:
A<r1^ \(\$gl
NYNOFVAILIY
HOW DID WE RATE WITH YOU?
Town of Vail Survey
Community Development Department Russell Fonest, Director,
(970) 47e-213e
Gheck allthat applies.
'1. Which Deparfnent(s) did you contact?
Building _ Environmental_ Housing_ Admin
Planning DRB _ PEC
2. Was your initial coniact with our staff immediaie_ slow _or r, , , . l
no one avaifable ?
3. lf you were required to wa( how long was it before you were
helped?
4. Was your project reviewed on a timely basis? Yes / No
lf no, why not?
5. Was this your first time to file a DRB app- PEC app-
Bldg Permit_ N/A
6. Please rate the performance of the staff person who assisted you:
5432'l Name;
(knowledqe; responsiveness, availability)
7. Overall effectiveness ofthe FrontService Counter. 5 4 3 2 1
8. What is the best time of day for you to use the Front Service
Counter?
9. Any comments you have which would allow us to better serve you
nexttime?
Thank you for iaking the time to complete this survey. We are
commited to improving our service.
o
MMUNITY TOWN OF VAIL
75 S. FRONTACEROAD
vAIt., co 8t657
970-479-2138
OT{NER FORGET-ME-NOT INC
c/o FRED oTTo
PO BOX 3149
VAIL CO 81558
License:
COIflTRACTOR BEEK & ASSOCIATES, INC
P.O. BOX 4030
vArr_,, co
81558
L,icense: 1l- 7 -A
APPI.IICANT BECK & ASSOCIATES, INC
P.O. BOX 4030
DEPARTMENT OF CO DEVELOPMENT
NOTE: THIS PERMII-MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDC.
Job Address: 600 VAIL VALLEY DR VAIL
Location.......: 600 VAIL VALLEY DR # A-14
ParcelNo....: 2l0l08ll30l9
ProjectNo. : ?? ?it::3-o1X2_
Permit #: D03-0024
.: ISSUEI)
.: 08122/2003
.: 0812912003
.: 02/25/2004
Occupancy:
Type Construction:
Type Occupancy:
Valuation:
Fireplace Information: Rostricted:
Building--->
Plan Check->
Invcsligation->
Will Call--->
Rl Multi-Family
lll l-HR Type III l-Hour
??
$ 14,543.00
# ofGas Appliances: 0
$25f.25 Restuarant Plan Review->
$153.31 DIIBFee---------->
$0.00 RecrcationFee-------->
$3.00 Clean-upDeprosit->
l OTAL FEES->
08/22/2OO3
08/22/2OO3 Phone: 97O-949-L800
08/22/2003 Phone: 970-949-1800
Add Sq Ft: 0
# ofGas Logs: 0
09/20/2oo]- Phone:
PASEO JI]RICA 451
QUERETARO, MEXTCO 75100
Desciption:
DEMO FOR CONDO UNIT EXPANSION- TO INCLUDE NEW DORMERS AND
DECK ADDITIONCONDO IJNIT EXPANSION TO INCLUDE NEW DORMER AND
DECK ADDITION
# of Wood lrellct: 0
$0.00
$0.00
$0.00
90. 0o
$41? - 56
$417.56
s0.00
$41?.56
s417 . 55
s0.00
Total Calculated lrees->
Additional Fees->
Total Permit Fee---->
Payments-------------->
BALANCE DUE ->
* i'! * * t **+* ++ t *t1f
Approvals:Item: 05100 BUILDING DEPARTMENT
'fr-3 oz31
Status . .
Applied .
lssued . .
Expires .
Phone:
81558
License: 117 -A
OWNER KISHA CORP
PAGE2
'l tt,f ***+*******+**ar'****tr{.***!***'t*:t,**!t*!**rt**!i**'t**,t***+!t*:[,*****'****rr****{.******,t*********+!t *r(***t,*'**,t*:t,t**
CONDITIONS OF APPROVAL
Permit #: D03-0024 as of08-29-2003 Status: ISSUED
d( **:1.*{. **** *'N.
'f.
* + *4! * * * **'l * * * r. ** ** 't * * * * tf +:f *,t *t!i+*****'r++*'i*'i:}'}+****'}**+*****+'t****'t**'* **rr*'t,f * ******** * *,r***
Permit Type:
Applicant:
Job Address:
Location:
Parcel No:
DEMO. OF PART/ALL BLDG.
BECK & ASSOCIATES. INC
970-949-1800
600 VAIL VALLEY DR VAIL
600 VAIL VALLEY DR # A-14
210108113019
Applied: 08/22/2003
Issued: 08/29/2003
To Expire: 02125/2004
Description:
DEMO FOR CONDO UNIT EXPANSION. TO INCLUDENEW DORMERS AND
DECK ADDITIONCONDO LINIT EXPANSION TO INCLUDENEW DORMER AND
DECKADDITION
Conditions:
Cond:38
(BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.
AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE
FROM ASBESTOS rS REQUTRED PRIOR TO ANy FURTHER WORK
occuRING oN THIS SrTE. rF FURTHER QUESTIONS ARTSE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479-2250.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE A}ry
WORK CAN BE STARTED.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
oe/28/2003 JRrtt Action: AP
IIEM: O54OO PIJANNTNG DEPARII{ENT
ITEM: O55OO FIRE DEPARTMENf
IIEM: O55OO PUBI,IC WORKS
i1+rtrtt*att ttitt
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
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 as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
SIGNATURE OF O OR CONTRACTOR FOR ANDOWNEF
1nf
AP PLICATIO I- ilU I E- AU!!: l='J IF Ii\JCC V]PLFT- OR, UN
rallcL t '.
2E\l
PLICA
prrrni:ing, mec h an ica I €4EIVED TOWi,IAF YAIL
75 S. Frontage Rd.
\/ail, Colo rado 81657 CONTRACTOR INFORlllATIO N
,qUG 2 r 200J
Ccn:ac: ::: ?ncne ; s
',.^.JL;,0 q\q-ts,1or \tas\ Vo+ t3oo G:rr:r;l Cc n iracior'
Email ad d ress:
ontracior Slgna(ure
r^TroN-q.FoR BUILDING PERMIT (Labor & Me!943i:.)-:
UUIYITLC I E:' Y^g
ELECTRICAL S
oc)
orHER: $ D,eM2tr l1 .ttS -
BUILDING: $
MECHANICAL: $PLUMEING: S
For Parcel # Contact Ea le Coun Assessors Office at 970-328-6640 ol visit wru'e le-cou nl'/. com
oFFlc E uS E ON LY*-'*nrt'*+d*
Parcel #ID\DK \I\D I
Jca 'ic'r'3ss d\a-, n . u-rli € !tr Jcc Name
R C Uf Rf, E EIv\DoEl--
Legal DescriPtion eo \rt"Rteo
?nane' 471 T* x r^*,ia.,l+-w ttal,c.L liec.UDesiqner:
ancne. qllq-nk&
ncln e er:
6e€'€d desclPrion oi "vo-rk:
Work Class:- New ( ) Addiiion ( )Remboet 1 ; Repair ( ) Demo
D*a "n
EHU exist at ihis locaiion Yes (Noff
tllot. fyp., lnterior ( ) Exierior ( )
) Two-iamilY( ) Multi-iarnrlY Commercial ( ) Resiaurant( ) Other( )
Type oi 6ldg.: Single-familY (
s, NoryE ffifr$-g o-.lhng Units in this building:
of Fireolaces e!$$-@ wood/Peilet ( ) 'ry9gq_qg!
rNood/Pellet ( ) woqq l9I!.1 (NoT ALLo\/vEDf
of Fireolaces Pigpo.gg-q
ffiAl;AEtist: Yes
iAccepted BY:
iPEI!-g-g.s!-E Other Fees:
itr*A"m*'a
or t21?CCi
Page 1 i
From:
To:
Date:
Subject:
JR,
I went to the Aguirre site yesterday after our discussion about the 44% asbestos contained in flooring
material sample # 414-FL-08 ( client sample # ,from lab results of samples collected 817103).
I located the small amounts of asbestos containing material noted in the report, and determined it can
easily be encapsulated, without disturbance by our remodel process. The material is currently adhered to
the existing concrete floor, and is non-friable.
Encapsulation will occur as follows:
The asbestos containing material will be covered, in place, by a layer of bituthene, which will be protected
and maintained, undamaged. A job specified 1 112" layet ot lightweight concrete will later be placed over
this slab (and Bituthene) to encase in-floor heat piping, which will permanently encapsulate the asbestos
containing material.
I request that you print a copy of this email to place in your file to serve as the lefter you requested
yesterday, stating acknowledgement of the asbestos condition and how it would be encapsulated rather
than abated. lf you require a formal lefter, please contact me ASAP, and it will be provided. However, I
would still request the release of the demo permit on the merit of this email while a formal letter is drafted.
Please contact me upon receipt of this email to discuss its content and your responses. Pager -
904-1300 or Main Office 949-1800.
Thanks, JR !
Chuck Coe
Superintendent
Beck Building Co.
Pager (970) 904-1300
Email chuck@beckbuilds.com
Visit us at www. beckbuilds.com
CC:"Bryan Brubakef' <bryan@beckbuilds.com>
"Chuck Coe" <chuck@beckbuilds.com>
"JR TOV Mondragon" <jmor
ffii1:i3,_,",*::i,j#",1i"_
*'a, co us>
oFF[i#fi diipv
p31 ;.Tq{u03'
07102/2003 Phone:
0710212003 Phone:
Location:
Legal Description: Lot: Block: A Subdivision: NORTHWOODS CONDOMINiUMS
Parcel Number: 210108111014
Comments: 824 sq. ft. of new GRFA
Design Review Board
ACTION FORM
TOIW
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2739 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Agr Tonrn of vaif
projecrDescription:
uirreResiden0F',",''"ll
GfltrNumber:
DRB0302'2
CONDO UNIT EXPANSION TO INCLUDE NEW DORMER AND DECK ADDMON
Participants;
OWNER KISHA CORP
C/O ROBERTO AGUIRRE
PASEO JURICA 461
QUERETARO, MEXICO 76100
License:
APPUCANT KISHA CORP
C/O ROBERTO AGUIRRE
PASEO JURICA 461
QUERETARO, MEXICO 75100
License:
ProjectAdclress: 600 VAIL VALLEY DR VAIL
600 VAIL VALLEY DR UNIT # A.14
Fl/AIL
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: 08/0712003
Cond; 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005045
All materials and colors to match the approved Northwoods master plan
Planner: Allison Ochs DRB Fee Paid: $3OO.0O
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Electdcal-------->
DRB Fee-=--->
I n vestigation *-->
Wilt Call------>
TOTAL FI]ES:>
oF* r,-r oF coMMrrNrrv nevErotENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 600 VAIL VALLEY DR VAIL
Location.....: 600 VAIL VALLEY DR # A-14
ParcelNo...: 210108111014
ProjectNo : ?es6 3 a?:t I
OVT]IIER KISHA CORP 09 /28/2004
C/O ROBERTO AGUIRRE
PASEO JURICA 461
QUERETARO, MEXTCO 76100
Ll_cense:
CONTRACTOR PREMIER ELECTRIC CO., INC. 09/28/2004 phone: 910-328-9377 P. O. BOX 141-8
GYPSUM, CO
695 LINDBERGH DR. EAST
GYPSIJM, CO 81637
License : 149-E
APPLICANT PREMTER ELECTRTC CO.. INC. 09/28/2AA4 Phone: 970-328-9377 P. O. BOX 1418
GYPSW. CO
695 LINDBERGH DR. EAST
GYPSUM, CO 81537
License:149-E
Desciption: ELECTRICALREMODEL
Valuation: $20,000.00
****i!n(***:i**:r.xi.:*;*x,***,r!*x.'*****r.**,****+:*n*:*,i**:|*,r*:*****1*rt,i.ti****:t *,t*i(*t FEE suMMARY
s360,00
50.00
50.00
$3.00
$363.00
Total Calculated Fecs->
Additional Fees------*->
'fotal Permit Fee-^--->
Paym€nts------.----------->
BALANCE DUE-..---.->
Permit #:
Status. .
Applied.
Issued .
Expires .
Phone:
E04-0198
G6 3 a7 s-l
.: ISSUED
.: 09/28/2004
.: 09/30/2004
.: 03t2912005
* * 'i )i *,t,r. t **+***lt '*)t i.*******rr
$363.00
s0.00
s363.00
s363.00
90.00
Approvals:
Itern: 05000 ELECTRICAL DEPARTMENT
09/28/2004 JS rtem: 05600 FIRE DEPARTMENT
Action: AP
Cond:12
(BLDG. ) : FIELD
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accuate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
ENry-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.REQUESTS FOR INSPECTTON
Wl
CONDITIONS OF APPROVAL
INSPECTIONS ARE REQUTRED TO CHECK FOR CODE COMPLIANCE.
ffltruaU- {LtcT(e(
* ** *** * ** * ***********+* *+**********+* * * ***** *:l** **+* **** ******++**** + +*'* ** * * * * *:!*****,i ** * * **
TOWN OF VAIL, COLORADO Statement
* * * *
'1.
* *,t * * * ***** +**+ ****+******+***i(********** *** ** *** * *** * ****** ** t* * * *** * ** ** +**** * ****'** *
SEatement Number: R040006781- Amount: 5363.00 09/30/200408:53 AM
PaymenE Method: Check Init: DDG NoEation: Premier Electric Companv 1506
Permit No: E04-0198 Type r EITECTRICAL PERMIT Parcel No: 2l,010 8l- L10l-4 Site Address: 600 VAIL VALLEY DR VAIL Location: 600 VAfL VALLEY DR # A-14 Total Fees: $363.00 .rlh i c Di\m6Ft- . $363 .00 Total ALL pmts: $363.00 Balance: S0. OO
*+*r( * * ** * *** * * ** * * *+ ** * **** * **,t ****************t***** * ** * * * *t*** * * * + * * **+ * **** *** * * *:****** '* {.
ACCOTINT ITEM LIST:
Account Code Descript.ion Current Pmts
EP OO1OOO031111OO
"EMPORARY
POWER PERMITS
WC OO1OOOO31]-2800 WTLL CALL INSPECTION FEE
360.00
3. 00
sEP.11'2000 00:52
APPLICATION WTLL NOT BE ACCEPTED IF II{COMPLEfE OR
TVWII0FUW
75 S. Frontege Rd-
Vall, Colorado 81657
#165{ P. 002/ 002
Buildlng Perrnlt #
COf{TRACTOR IN FORMATION
+lestrical C.o ntractor: "'
tsJe,*i,--e tsrse'.aic O^ ](ro
Town of VBll Reg. No,;\\q-E Contactand Phon€ #'s: 3at-'iefit
?:--^.tt lg.u*-.-. ^^' Qs\- B.iit{
E-l.lall AddreFt!
COitpLETE SQ, FEET FOR NEW BUTLDS and VALUAIIONS FOR AL! OTHERS (labor & l.lateriElr)
AMOUNT OF SQ FT IN STRUCTURE:
ConELt I or Yleit
Parcel # 2tOt6'SJ\\ rC,\u1
Job Addressr f,rA6\a.'., \srr-oV b.^*J R-\\
t-agal occcriptioi ll Lot:Block;Flllng:Subdlvlslon:
Owners Name: ,..lZ-^.V\.'r.f i.\ L\c, |\l: aar-@;t fl, og*JuerAn.r,. l[ Pione:
Englne€r:Mdrcss:Phoner
t3l e.cr,r.rt g'1t-. Pr:ornr:oEr--
Worl( Cla$: New ( )Addition ( )Renodd(vt Repair ( )Temp Powcr ( )other( )
wo*.|.Yper tnterior 1vJ Exterior ( )Both ( )Ves( )NoC )
rypeoie6j.r Stngtc-femly( ) Dupts<( ) Mutti-famity(Uf C-ommerciat ( ) Restauraft( ) o&er( )
l.lo. of Exlstlry Dwelllng UnlE ln thls bulldlng;No. of Accpnrmodauon Units In thls bullding:
Is thts permit for E hot tub: Yes ( ) No M ,1' ..
tloes a Fire AEnilt Exlsti- vcs-K7 No (ffiexist: Yes$zf No( )
**.****l**********r.r.*******.i**rr*****FOR OFFICE USE Ol{LY**}*. *-t*'r }l t !t******* ** * *t ** * * * **t** rr
t-n
1i
\WalMlrr\cdcv\l'( rR Ml5\rEFMrrS\ELECPERM,0(.X:ffieE TOV.COM.DEV.
t
{t
. '8.
TOWN OF VAIL ot**r*r oF coMMuN,r" orurroilr*,
75 S. FRONTAOE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTzuCAL PERMIT Permit #: E03-0192
Tr,Z-o LSl
Job Address: 600 VAIL VALLEY DR VAIL Status . . ^ : ISSUED
Location.....: 600 VAIL VALLEY DR # A-14 Applied . . : 1010812003
Parcel No...: 2101081I l0l4 Issued . . : 10/1312003
ProjectNo , ?RSOS- O 7X. ? Expires. .: 04110/2004
oWNER KrsnA coRp Lo/0a/2003 phone:
C/O ROBERTO AGUIRRE
PASEO JURICA 451
QUERETARO, MEXTCO 75100
r.,icense :
coNrRAcToR NEW ELECTRIC rNC, L0/O8/2OO3 phone: 970-949-465]-
P O BOX 9s7
AVON CO
8162 0
License: 110-E
APPLTCANT NEW ELECTRIC rNC, L0/08/20O3 Phone: 970-949-4651
P O BOX 957
AVON CO
8152 0
License: LL0-E
Desciption: INSTALL ELECTRICAL FOR REMODEL
Valuation: $12,000.00
++r***,r***r***:r,*,1,r*!*,r****r*,i**,i'!,r*:l FEE SUMMARY :l*:i+'t * **:*:r* * * *:a )t,r +:l * * * t,$ * **
Electrical------> 92L5. oo Tolal Calculaled Fees-> 521-9 . oo
Additional Fees----->$0. 0o
Total Permit Fee----> $219. oo
Palrnents---*> 5219.00
BALANCE DUE.---.-.>$0.00
DRB Fee----->
Investigation->
Will Call----->
$0.00
$0. 0o
$3 .00
TOTA! FEES-> $21e.00
Approvals:ftem: 06000 ELECTRICAL DEPARTMEMI
10,/08/2003 DF Action: AP
ITeMs 05600 FTRE DEPARTMEMT
CONDITIONS OFAPPROVAL Cond: 12
(BI,DG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
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 as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this shucture according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
o
T 4?9.
o
TWENTY REQUESTS FOR INSPECTION SHALL BE MADE .FO\IR HOURS IN ADVANCE BY AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
SIGNATURf, OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
* **** + + * *,t * * + * * *,* * * + * * * * * * * * ****+** * * * * + * * * * * * * * *,| * * * * * 'f * ** * * * * * * * **** * *** *** ************** *
TOWN OF VAIL, COLORADO Statement
* * * * * * * +******* *** **** ** **** ****+***** **** **t*+*********+******* ****+** *****+*** ************
Statement Nuniber: R030004920 Amount: $219.00 tO/t3/20O3OZ:40 pM
Pa)rment Method: Check Init: LC
Not.ation: 3?163 / New
Electri.c
Permit No: E03-0192 Tl?e: ELECTRICA! PERMIT
Parce] No: 210108111014
Site Address: 5OO VAIL VAI-,LEY DR VAIIj
Location: 600 VAIL VAJ,LEY DR # A-14
Total Fees: S2L9.00
This PaymenL: $219.00 Total ALL prnrs I 9219.00
Balance: $0.00
** *f ** *t** * *** *{.* *** * ** * *** * ** ******** **** ** ** ***+** ***+**'1,} *******+ *****+ + *ri* *+ + * ** + * * **** *
ACCOUNTITEM LIST:
Acc0unt Code Description Cuf'rent Pmts
EP OO1OOOO31i11OO TEMPORARY POI4ER PERMITS
lic 00100003112800 l,'JILL CALL INSPECTI0N Ftt
216.00
3.00
{
I
I
Oct-O6-OS tO:52A
\r
APPLICA
9:T"s5354
P'o?
f..rr.o* INcoMPLETE€R XiW
97 O-47 9' 7L49 (InsPecti ons)
ano
ft'{,1r*ir, t.ltr6 l Electrical Contractor:
75 S, Frontagc Rd.
Vail, Cololado 8
coMpLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
ELECTRICALVALUATION: $ iJ l,tiPt .'L AMOUNT OF SQ FI IN STRUCTURE:
\
(nequiiea if no bldg- permit # is P
Ni..^ T r-ih.( r,1.., (r,v\
f)i J A 1.1. 11,i tf elrft.r!Job Name: 4.ir t 1v r _( [lC*r.rc-.t r.. yr(.(__
OWnefS Name: l'. (, l'li '. I , '.r ir ^r t,r ( L
t lttlttt+tt
WorkClass: New() Addition( ) Remodel(t{ xepair( ) TempPower( ) other( )
6;* "r Eiu *in. at this locatlon: Yes ( ) No ( )WorkType: Interior( ) Exterior( ) Both( )
ffiil'()D,pl.(juum,famity()Cornmercia|()Res|aurant()other()
No. of Accommodation Units in this buildtng:
No, of Existing Dwelling Units in this building:
Is this permit for a hot-!qb: yeg_l|-)-Ng ffiFffibisyst"t exist: Ves ( ) Nol l
Ooes a Flre Rlarm Exist; Yes ( ) No ( )
Contact 70-328-864O or visit for Parel #
****r*trr***r*****rrr***t+***tl******i****FOR OFFICE USE ONLY***********'t******t****!****t********
- fh*,,.' h l'.t f Si"
;*1j
TOWN OF VAIL FIRE DEPARTN4ENP VAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMT Permit #: F04-0013
Job Address: 600 VAIL VALLEY DRVAIL Status . . . : ISSUED
Location.....: 600 VAIL VALLEY DR# A-14 Applied . . : 0312912004
ParcelNo...: 210108111014 Issued, . : O5/10/2A04
ProjectNo : Expires. .:
owNER KrSHA CORP A1 /29/2OO4 Phone:
C/O ROBERTO AGUIRRE
PASEO ,JI]RICA 461-
QUERETARO, MEXICO ?5100
License:
coNfRAcToR WESTERN STATES FrRE PROTECTTO3/29/2004 phone: 3O3-792-0022
?026 SOU'IH TUCSON WAY
ENGLEWOOD, CO
80112
Lieense: 338-S
APPIJICANT WESTERN STATES FIRE PROTECTIO3/29/2OO4 PhONE: 303'792-0022
7026 SOIIIH TUCSON WAY
ENGIJEWOOD, CO
I011-2
I-,icense! 338-S
Desciption: INSTALL RETROFIT SPRINKLERS, TIE INTO EXISTING SYSTEM
Valuation: $3.100.00
Mechanical-->s0 .00 Restuarant Platl Rcvi€w->
FEE SUMMARY *r*r*'t*+:t+t'rt***r*'**'t'lr*:t**:r'.ra't'r'a.r*rt'*+*+{**+'tjtra*i(r.+r***tr:r**
S0. 00 Total Calculated Fees--> S484 . ?5
S0. 00 Additional Fees------>90. 00
lnY€stigation->
Will Call.--->93.00
BAIANCE DUE_-----_>$0. oo
Iten: 05100 BUILDING DEPARTMENT
Item: O5500 FIRE DEPARTMENI
05/06/2004 mvaughan Action: AP upsize pipe off riser in hallway to elimin,
fps
velocities
CONDITION OF APPROVAL Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CI{ECK FOR CODE COMPI-,IANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, fitled out in full the information required completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this strcture according to the towns zoning and subdivision oodes, design review
Plan Check-> $350.00 DRB Fe€-.----.---->
90. 00 TOTAL FEES*---..*> 5484 . ?5 Total Permit Fee-----> $484 .75
Payments-------.--> $4 84 - 75
approve4 Uniform Building Code *o ottorda"n.u, ofthe Tovm applicable
o
thereto.
TELDPEONE AT 479.2135
SIGNATI.JRE OF OWNER CONTRACTOR. FOR HIMSELF AND OWNEF
REQUESTS FOR INSPECTION SHALL BE MADE TWDNTy
trROMt:00 AM- 5 PM.
* f + * * * i +* *** + * * * *+ * ** +* +** * ** + +* * ** * t + * * * +* * * 'tt *+ +* +t *** * * ** * * *** ** * + * **** * * *t +* * * + * * * + * * * ** *
TOWN OF VAIL, COLORADO Statement **f++*********'i ********+++++****+****f*********+*********t***+****l******* ***++{.**********t*
Statement Nurnber: R040005784 Amount | $4S4.75 OS/LO/2004L1 :45 AM
Payment Method: Check Init: DDG
Notalion: Western States
Fire Protection 04l-40
PermiL No: F04-0013 I!4re: SPRINKT,ER PERMIT
Parcel No: 210108111014
Site AddreBs: 600 VAfL VALLEY DR VAIL
I.,oca!ion: 600 VAII, VAIJIJEY DR # A-14
Total Fees: $484.75
This Payment: $484.75 Total AIJL, Pmts: 54A4.75
Bafance: $0.00
* * 't * * * * * * * *** * *+ + +* *:[ **+ * ** I + ** * + ** **** * l' ** * * +* + * * *** **+ ** * * +***f + +*:r * * +:] * ** * * +* ** * + * * * ** + * *
ACCOI.INT ITEM LIST:
Account Code Description Curr"ent Pmts
BP OO1OOOO31111OO SPRINKLER PERMIT FEES 131.75
PF OO1OOOO31123OO PLAN CHECK FEES 35O.OO
I^IC OO1OOOO3112BOO WILL CALL INSPECTION FEE 3.OO
o^r. llrqb? Contractor Registration Number
Contractors Name Ul
MailingAddrett 7O \ G
city FPGIA
Telephone No.
Name
System Test
Signature
Certification No.
STATEOFCOLORADO
DIVISION OFFIRE SAFETY
PLAN REGISTRATION FORM
O\2
T ,sC F//zr-
f . Tc- c SdD u f+g
d78.7/aU
4et l)
(Certified Fire Suppression Inspector)
Jurisdiction
Comrnents
vFes
(for additional comments use separate sheet)
Distribution: Original copy goes to Division of Fire Safety upon total completion of form. Copy to local fire department.
Copy to contractor and copy to building owner uPon completion and sign-off.
FIRE PROTECTION
HYDRAULIC CALCULATIONS AND
MATERIAL CUT SHEETS
FROM
WESTERN STATES FIRE PROTECTION
7026 S. TUCSON WAY
ENGLEWOOD, CO 80112
303-792-0022
Urrqr+..-)
Fe-\r+
t (r,V,r
oa. lf
FOR
AGUIRRE RESIDENCE
UNIT #14 NORTHWOODS BUILDING A
600 VAIL VALLEY DRIVE
VAIL, CO 80657
JOB NUMBER 49910
CHRIS SHEA
SUBMITTED BY
TOM COAKLEY
PROJECT MANAGER
3/2st04
WESTERN
NICET
1u_
s-
(t*
t -f.*
BEG
O *"'^o:T"i;'iiHi[,1ff11
iEr-Ji'lbEf
Aguirre Rasidence
Tom Coakley
fficarn--Giffixsrtc'
o32
Northwoods building A 'td,-", --
600 Vail Valley Drive
Vail Fire
Vail tco I
zir cod.
%J | '"i3Tl'il#, zruo,, 'o-s Manually Calculated
Hor. ALF@ Al Ao{@
100.00 NA NA
Node Flow(oom)
Nsmbr ol spnnkm Cjdd.d
4 NA
AdoPot R..!ltr: P@uG For Rd.ol. Ar4(ri Adl.c!'!t Io Morl Rdnl. AF
100_00
Tot.l w|ld R.qulEd (lnclrdin! H6.. 6tr!rrn.)
195.57
Muimum Ps.!F lhbllhc. h Loop!
0.000
Mdmuh V.lecfiy a!fl. ground
35.07 between nodes 61 and 64
M.rhuh vdedg Undd G@.d
0.95 bet\rreen nodes 1 and 2
w,i.. or6i- ir-eipo. '-=---Tvcr'-. ot At'
'.,
Preo 315.559a1 |
Static
(psD
Residual ta Flow Available a) Total Demand (psi) (spm) (psi) r'' (Spm)
Required
(pqrl
safety Margin
(psi)
-T06730 -1V.75A-
1s5.57=141.645 30.105
p"gntractor. ,lJ c'nhdor Nunb"
-l
-l Tom Coakley I Project Manage
W€stern Siates Fire Proteclion
Phon. I Ei4.il.rh 303-792-0022 I
7026 S. Tucson WaY 303-792-9049
clt l$.t I apcoa.
Endlewood ICO I 80112
fr, o ni|.e.e.cno, tnc. is AutosPRlNK@ VR v3.7.65.796 O3n5nOO4 4:58:32PM Page 1
f;tffi Job Numbd:,{99'|0
Repo Oo&rlption: UNIT 14
&, @ M.E.P.CAD, Inc.il AutosPRtNK@ vR v3.7.65.796 OJn5lzgM 4:58:34PM
Hydraulic Analysis ^.r Job Number: 49910
Report Description: uNlT 14
Pipejlpe Diqqqter
Downstream Elevation
UDstream
F!or!,,_ - Yelority Hwq___Discharge K-Factor Pt Pn
Friction Loss
Fiftin96
Length
Eq. Length
Total Lenqth
Pressure
Summary
-.....Route1
DR '222 1 .0550
9'-6-
10'-0
q=??.50
q=22.50
826
K=5.6
c1qq, - Q,Lo4l52 16.143 Sp(-16.143)
17.645 E(3 -0), T(3',-0)7A
10'-€
o-L
16',€
Pf
Pe
Pv
1 .719
-0.217
BL..-
78
64
LA59.o 0=45.55
10'-0
10'-0
19 7?
/-'s-"\
c150 _0.383941
17.U5 27.867 T(8 -0), 2r(3 -0)
't2'-7y
14'-(
26',-7v
Pt 10.222
Pe
Pv
BL
64
6l
'!,9 5q
10'-0
10'-0
Q=95.57 \35.07,, C=150
27 .867
cc.cuz
1 .512493
2T(3 -0), r(8'-0)
4'-3y
14'-(
18'-3y.
Pf 27.635
Pe
Pv
FR
61
60
1!?lo
10'-0
0'-0
Q=95.57 16.74 c150 _ Q249926
55,502
63.585 E(5'-0)
10'-c
5'-C
15'-C
PI 3.747
Pe 4.335
Pv
BL-
OU
16
1.5270 a=95.57 16.74
0'-0
4LO
C=150 - 63 585
103.840
0.249826
6E(5'-0), 2r(3 -0), CV(l 1',-o), BV,
T(9'-0)
98\2'/.
56',-(
154',-21/.
Pf 38.521
Pe 1 .734
Pv
FR 2.0670 Q=95.57 9.14 C=120 0.086399 43'-€
16'-(
JV -a
Pf
Pe
Pv
5.141
17.341 to
40
-4'-0
-44'-0
103.840 126.322 2E(5'-0), BV(6'-0)
FR
40
5
2.6350
-44{^
-46!0
Q=95.57 5-L
-
c-1?Q
't26.322
128.281
9 02Q4q0
E(g',-2%1, r(16',-5%\
16',-t
24'-811
4'l'-2y.
Pf 1.092
Pe 0.867
Pv
fM
5
6l!20 Q1e5-57
-46'-0
-49'-0
0 97_ c112Q
128.28'l
141 .606
0.000363
3E(17' -7 %), BFP(-1 2.000)
't4'-1Y,
52'-9y.
66!1lv.
Pf 12.024
Pe 1.301
Pv
lJG
?
1
_.6.4000 ,__8_e517
-49'-0
-4g',-0
0.95 c=Eg _0.0002q4
141 .606 141.645 S
't 50'-(
150'-(
Pf0
Pe
Pv
.040
cD.....Route2.
DR
78
J,Ql50 Q:?3 j5
9'-6 q=23.05
10'-0
q-4Q_
K=5.6 -Q-=150 16.936
17 .645
0.108876
sp(-16.936)
T(8'-o)
0'-€
8',-C
8',-€
Pf
Pe
Pv
0.925
-0.217
-r.....Route3.
AB
221
1-.9,5_5!
9'-6
'10'-0
a-4f2 e qZ-
q=24.72 K=5.6
q:l50
19.492
22.065
0.123990
Spi(-1e.492)
2F13'-O\ Trl3'-O\77
13'-t
9'-(
22|t
Pf
Pe
Pv
2.790
-0.217
1z
1.0550 Q=50.02
10!o
'10'-0
18.36 C=150
zt uoJ
zt.ddI
0.456614
r(8'-0)l 64
4'-8v4
8'-q
12'-8y4
Pf 5.803
Pe
Pv
Elr....Route4.
DL-
213
1,Q55q o=25.99 9'-6 q=25.30
10'-0
92e _ c 1_q!K=5.6 20.406
22.065
__q_t?9_95e
sp(-20.406)
E(3'-0), T(8'-0)
j 3'-€
M',-e
Pf 1.876
Pe -0.217
Pv
lant Pipe Lengths ofValves and Fittings (C=120 only) I
/ Actual Inside Diameler \ o tt -\ Schedule 40 Steel Pipe Inside Diameter | --.-
Value OfC 100 130 140 150
Multiplying Factor 043 _ 1.16 _1.33_,__ 1-51
fu. o tu.e.e.cno, tnc. ifllAutosPRlNK@ vR v3.7.6s.796 0312512004 4:58:36PM Page 3
fiHffi
BL Branch Line
CM Cross Mein
DR Drop
DY Dynamic
FM Feed Main FR Feed Riser
MS Miscellaneous
OR Outrigger
RN Riser Nipple
SP Sprig ST Stand Pipe
Angv
b
BalV
BFP
BV
cplg
CV
DelV
DPV
E
EE
Eel
Eez
t
FDC
IE
EE
flg
FN
fT
g
GIoV
GV
Hose
HV
Hvd
LtE
mecT
Noz
P1
P2
PIV
PO
PRV
Angle Valve
Bushing
Ball Valve
Beckflow PEventar
Butterfly Valve
Cross Flow Turn gop
Coupling
Cross Run
Chec|( Valve
Deluge Valve
Dry Pipe Valve
90o Elbow
45o Elbow
'I 1%o Elbow
22'/zo Elbow
Flow Device
Fire Department Connection
90o FireLock(TM) Elbow
45o FireLock(Tlr) Elbow
Flange
Floating Node
FirelockffM) Tee
Gauge
Globe Valve
Gate Valve
Hose
Hose Valva
Hydrant
Long Turn Elbow
Mechanlcal Tee
Nozzl6
Pump In
Pump Out
Post Indicating Valve
Pipe Outlet
Pressure Reducing Valve
Reducer/Adapter S Supply Spt Spdnkler St Strainer T Tee Flow Tum 90o Tr Tee Run U Union
WitF Wirsbo
WMV Water M6ter Vslve Z Cap
ffi nutosentruro VR v3.7.65.796 A, @ M.E.P.cAo, hc.Wn5l2O04 4:58:36PM
Job Nunb€r: 49S'l 0
R€port O€s('iption: UNIT 14
Supply at Node
2N
180
160
140
120
'ih
CL gr*
a a
E
60
40
n
iso ru 600 750 900 ,050
Water flow, gpm
1200 1350 1500
Stal
\
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Bulletin 154 Rev.C
Model G4A
Quick Response
Goncealed
Automatic Sprinkler
@ E
o t
5
(D
C)
The Concealer@
UL Quick Response
FM Standard Response
Concealed Sprinkler With a
/2" (13mml or 1N" (38mm)
Adjustment
Features
1. Pushon/Threadoff cover plate attachment
with /1' (1 3mm) assembly adjustment.
2. Smooth aesthetic ceiling profile.
3. Factory installed protective cap.
4. Available in brass, chrome or black
plated and white painted finishes.
5. Ordinary temperature rating.
Apprcvals & Ustings
1. Underuriters Labortories, Inc. (UL)-
Ouick Besponse
2. Underwriters Laboratories of Canada (ULC!
Quick Resoonse
3. Facbry Muhnl Research Corp. (FM)-
Sardard Besponse
' Ught Hazard Occupanicies-
No Limitaions
. Ordinary Hazard Occupancim
Groups 1 & 2 Wet $6tems Only
4. NYC MEA 25&9$E - Quick Response
U.S. Patent number 4,880,063.
Application
The Reliable Model G4A
Concealef is the rnost versatile
quick response concealed sprin-
kler available. lt provides tlrc best
form of fire protection while otfer-
ing an attractive appearance and
%" (13nm) of corcr adjustnent
for ease of installalion. The small
diameter oush-on/thread-off
oover plate assernbly is easily at-
tached and blends into the ceiling,
concealing the nnst dependable
flre potection available, an aLtto-
matic sprinkler system.
Tte lt/odel G4A ConcealeP is desioned tor use where aes-
thetic appearance is important. fficds, hospitals, rnotels and
restaurants are but a few of fp applications where it can be
used. lt is available in different orifice sizes allouring the de.
signer to optimize systern performarce, thereby achieving a
verv efficient installation.
The trlodel G+A ConcealeP is a UL Listed Quick Resoonse
Goncealed sprinkler intended for use in accordance with NFPA
13. FM Approves this sprinkler as a standard response @n-
cealed sprinkler intended for use in accordance with FM Loss
Pre,rention Data Sheet 2€N.
Product Description
The Reliable lVlodel G4A ConcealePuses a oroven ouick re-
sponse fusible elernent in a slandard style sprinkler franie witfr a
dropdorvn deflector. This assembly is recessed into the ceiling
and concealed by a flat push-oMhread-off cover plate
assembly the pusfroMhreadoff corer plate as$ernbly and
sprinkler cup assemblies are held tight by a flexible tooth en-
gagernent to the threaded cup. This hreaded engagernent
pwides %" ( 13nnn) of col,er adj,ustrnont. The flat cover plale is
atached to fie skirt using 135'F (5IC) ordinary lemperature
classiflcation soldet forming tp Pushsy'Threaddf co/er plate
assembly.
When the ceiling temperature rises, the solder holding he flat
co'rer plate melts, the flal co/er plate released thus exposing
the sprinkler inside to the rising ambient tefiperature.
The subsequent fusing of the element opens the wateMay
and czuses tlrc deflecbr to distribute the water. Any secure en-
gagement behrveen lhe cover plate and cup will assle tfnt the
drotrdorn deflector is properly located belol the cerling.
The Rellable Automatlc Sprlnkler Co., Inc. , 525 North MacQuesten Parkway, Mount Vernon , New York, 10552
lnstallatlon
Do not install fre G4A Concealef in ceilings wtrich have posl
ti!€ pressure in the space above.. CB a2/sinch(67mm) diameter hole in the ceilino. the sorin-
kler is easily installed with the Model G4 Wr6nch. The
wrench has drive tanos which insert into the cuo slots.
\Mren installing a sprink-ler the wrench is f,rst positioned into
lhe sprinkler/cup assemblv until the vwench tanqs enoaqe
the drive slots in tfre top 6f the cup (here are [ao sdbbf
drive slots in he cup). The sorinkler is then tiahtened into
the pipe fitting. Mreh'insertinj or remwing the-w'ench frorn
the sprinkler/cup assernbly, cale should be taken to prwent
damboe tc the sprinkler.- DO NOT WRENCH ON ANY
OTHEF PARI OF THE SPRINKLER/CUP ASSEMBLY Final
adiustment of the eover is made bv hand turnino the colrer
in the clockwise directi,cn until it is tioht aoainst thdceilino.
A protective cap is provided to protecT the-dropicrurrn spriikler
deflector frorn damaqe which could occur durino mnstruction
betore the cover platdis installed. The cap is factoiry installed in-
side the sprinkler cup. Remove cap to install sprinkler, lhen
re.install cap until tfe cover plate is installed.
Maintenance
The Model G4A Concealef should be inspected quarterly
and the sprinklw system maintained in accordance with NFPA
25. Do not clean sprinklers with soap and water, amnnnia or any
otlrer cleaning fluids. Remove any sprinkler tfrat has been
painted (other tlnn factory appli.ed) or damaged in any way. A
stock of spare sprinklers should be maintained to allcu quick re-
placernent of damaged or operated sprinklers. Prior to installa-
tion, sprinklers should be maintained in the original cartons and
packaging to minimze the potential tor damage to sprinklers lhat
woub cause improper operation or non-operation.
Technical Data
Ordering Information
1. Sprinkler Model
2. Nominal Orifice
3. Flat Cover Plate
Assemblv Finish
4. Inlet Ty6ie
Model G4 Sorinkler
Wrench
UL Listing Category
Sprinklers, Aulomatic and
Open
Quick Besponse Sprinkler
UL Guide Number
VNIV
(i) Other finlshes and colors are
available on so€cial order
--Consult faclorv for details.
t'r FM App(oval of the painted finish
is limited to Mrite and ott*hita
paint. All platcd finishes are
FM AoDroved.
Brioht Brass
Bla-ck Platino
6tacK PatnI
Off White(")
Classlflcatlon Spdnkler Covst
Plale
lilax. Ambient
Ts{Dp,
Ordinary 165Fn4Q,10o.F/38rc
Spdnkler Inlet Total
AdiuEtment
Nornhal
Oriflce
Nomlna
us
I K Factot
Medrlc Thrcad Approvals Sprlnkler
ldontlfcation (SlN)
Non Adiustable t/r" (13mm)Yr" (15mm)5.6 80 %" NPT (R%)1.2.3.4 R5415
Non Adiustable /," (13mm)tZ"(11mm)60 Y2 "NPT (Fkl 'l,?,4 R5413
Non Adiustable Yz" f Srnml y{ (10,mml 2.8 40 th "NPr (Rk)1,2.3,4 Rs4t1
Adiustab16 1t/2" (38mml Yr" (15mm)5.6 80 " NPT Male or Female 1.2.4 85418
Adiustable 1/r" rc8mm't ,/:'(11mm\4.2 60 " NPT Male or Female 't,2,4 85413
Adiustable 1%" (38mm)/^" (10mm)2.8 40 " NPT Male or Female 1.2.4 R5412
]---;nrli$W,
,,M"*,:r=-;J
Fig.1 - 1/z' NPT Non-Adjustabte lnlet Fig.2 - 1' NPT Male-Adjustable Inlet Fig. 3 - 1" NPT Female-Adjustable Inlel
The equipm€nt prosenl€d in this bulletin is to be installed in accordance wih he latest published Slandards of the tlational Fire Prot8ction Associaion. Factory Mutual
Res€arch Corporation, or other 6,m,lar organjzations and also with the pro,/isions ol gor'ernmental codes or ordinances whenever applicable.
Products manulactured and diGtributed by Reliable have been protecting life and prop€rty lor over 80 years, and are installed and seNiced by th€ most highly qualifigd
and repuiable sprinlder oontractors l@ated thrcughotjt fla Unil€d Sble6, canada and fotejgn countries.
tha Rollabl,a Autom€llc Sprlnklet Co,, Inc.e) H#r
(800) 431-1588 Sales Ofiices
Sales Fax (800) 848-6051
(914) 668-3470 Corporate Offices
www.rellabl€3prinkl€,..oorn Int€rnetAddtess
R€vision lines indicalo updatod or new data.
EG. Priniod in USA 06/02, pN 99S9970150
E -" .l'
F-nG" AS AiVD dryG. 66
RE'{zffiS@ff C-TVPE, BEA,tufr CLlq.nffi - 3/4".A"nD I-t/4"
rffm@Ar @PENmf6S
8tue edngg - FiS. 6$ 3/8 tl:dltt 518 ttdt rcd
0/"{hru 10 erchp&el.
8|le Bqngc- tr|S.661318 thru 56 tuch ryd
$ffi&*Sm& rryfth hadened cupnott
!6t t !6|, and.tsm mL
Ftutrdrn - Bccimnrded br lutuhg ftun !&d
bearn qtsc targr tt{doe* dosc ffi.cgrd'glt i
(Frs.56)c r-Vg fu6fi-ttu|' - A[ lbsl aonctilcfon c&ntam
rtrucarat dxdandce arcoch&d sdft creg Stpe
b.rn cb6pr.
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@oUd b rlonr hxEilrgftqrr top etgs ufuflt
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f'hanficnncra Starrdrrdealhn SocirV SF{9,
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frcncdon - Fc atmhnhnt to etnrfrral dnpel
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Fig.98
Rod Stiffener
rn
{, SIza Fange-Secures UB thru 7/8 inch hanget md.'n Mel-GaftonSteel.
,- Functfon--Secures channelto hanger md for
I verthalseismbbracing.J Fhtisffilec/trc Galvanized.
OrtuBp-Ftryure number.
d\fotb4milable in HDG finigh orStainless Steef
rnaialiale.
IHCORPORATED
Ftg.99
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3/8 81O 5,m 1f2 1tS0 1010 6'8 18tt 1610 314 g/10 zlzo 7B gno 3:t60
AIf Thread Rod Cwt To tr-engttt
9lretung*glBthru7/8 lnch rodln 1
inch lncrements.
fifubrhl-Ca6on Steel.
ksclmum Tcm pcilzlft ne-7 5O" F.
FIn&/>Plaln W By,-Ftgure number, rod
dhrn€br, rd l€nSth, and flnish.
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FIG.2T2
CAPP:a NIBING RTNTG T{ANGER
Size Range - V2 thtu 5 inch copper tubing.
tdatefial - Carbon Steel
Furrcfion - Light hanger with swivel nui for
adjustment after installaticn.
Approuals - ConJorns to Fedexal Specification
WW-H-171E, type 10, l/2 thru 4 inch, and
Manufacturers Standardization Societv SP69,
type f0.
finisft - Copper-Plated
Ord* By - Figure numirer and nominal tubing
size-
1-L/2 ffi
1 400
1-V2 5-t r"7t4 400
2-t/2 x1 600
3.r/2 1/2 6-3/8 4-V2 7-v2 x 1-3/15
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750
500
500
500
500
500
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Tabte 4-4.3(a) Pressure Losses (PsUft) Schedulc 40 Steel Pipe' C = 120
Flow Rate (gPm)
50 45 35 30 25 20 l6 40 l6 Pire Sizc (i") l0 12 L4
t 0.04
I V+ 0.01
I V: o.ol
9-
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0.58
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0.7 t
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0.09
ForSl Units: I g'al - !,?85 Li I psi = 0 0689 bari I fi = 0 J04S $'
Teble,f4,3(b) Pressure Losses (psVft) Coppcr Tubing - Types K' L' & M; C = f50
Tubing
Sizc (in.)
TyPe
Flow Bate (gPm)
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tirrSl UDits: I gul = li.;t{.-) t-r I Psi = 0'{}{ist} b'rrr I li - 0'Jt)'lt4 m'
Table 4-1.3(c) Equivalent Lenglh of Pipe in Fe€t for Steel Fittings and Valves
Tees Valves Elbows
Fitting/Valve
Diamcter
(in)
45
Degrees
90
Degrees
Loog
Radius
Flow
Thru
Branch
Flow
Thru Run Cate Angle
Gtobe
'Y"Globe Pattern Cock Check
-{
(i
rt
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Ir
6
i
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fr'r'Sl Lrritr: I li = lt.3ll{s nt.
Table {-4.3(d) Equivalent Lerigth of Pipe in Feet for Copper Fittings and Valves
Elbows Tees Valvcs
Fitting/Vrlve
Diameter
(in.)
45
Degrees
90
Degrees
Long
Radius
Florv Flow
Thru Thru
Branch Run Angle Globe Cock Check Gate
Globe
'Y"
Pattern
i.i
o
1?
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l.)
1.5
1.9
1.5
1.5
tl
l.l
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1.5
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For Sl Utrirr: I lt = 0'J0{tt m.
1994 Edition
TOWN OF VAIL
75 S.FRONTAGEROAD
vArL. co 81657
970-479-2138
#o*rrr*r oF coMMrrNrr" orurrtu*
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PCrMit #: MO3-0229
@s'a zz-t
Job Address: 600 VAIL VALLEY DR VAIL Starus . . . : ISSUED
Location.....: 600 VAIL VALLEY DR # A-14 Applied . . : 10/2912003
Parcel No...: 210108111014 Issued . . : ll/05/2003
Project No : {X3;-O}o 212- Expires . .: 05/0312004
owNER KrSHA CORP LO/29/2O03 Phone:
C/O ROBERTO AGUIRRE
PASEO ,lrtRrCA 451
QUERETARO, MEXICO 76100
License:
CoNTRACTOR CONCEPT MECHANrCAr,, INC Lg/29/2003 phone: 970-949-A2OO
P_O. BOX 1165
AVON, CO
81620
I-ricense: 189-P
APPLICANT CONCEPT MECHANICAL, INc L0/29/2003 phone: 970-949-0200
P.O. BOX 1165
AVON, CO
8152 0
License: 189-P
Desciption: rough in heating sheet metal and snowmelt lines for condo.
remodel
Valuationr $14,000.00
Mechanical-*> $280. 00 Restuarant Plan Review->
Fireplace Information: Restricted: Y
Plan Check-->
Investigation->
Will Coll---->
# ofGas Appliances: 0 # ofGas Logs: 0 # of Wood Pellet: 0
$0 . 00 Total Calculared Fces--> $353 . 00
S70.00 DRBFe€-----*------>50.00 AdditionalFees------->$0.00
$0.00 TOTAL FEES---------> $3s3.00 To(al Permir Fee------> $3s3.00
$3.00 Pa\mpntc------.------> Q161 n n
BATANCE DUE-_-..->
* t * +:r* + + * *,t + t r* * r * * | * I * * !r**t+ + | t * r' * + ++t 't:* |,t *
ITCM: O51OO BUIIJDING DEPARTMENT
!!/o5/2AA3 GCD Acrion: AP
IICM: 056O0 FIRE DEPARTMENT
CONDITION OFAPPROVAL Cond: L2
(BLDG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,IANCE.
Cond: 22
(BLDG.): CoMBUSTIoN AIR Is REQUIRED PER sEc. 701 oF THE 1997 I,Mc, oR SECTIoN
70L 0F THE 1997 IMC.
Cond: 23
(BLDG. ) : TNSTALLATION MUST CONFORM TO MANUFACTLTRES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1997 UMC, CIIAPTER 10 OF THE 1997 IMC.
so. o0
Cond: 25
(BLDG.): GAS APPI-,IANCES SIIAL'L BE \IENIED ACCORDfNG TO CHAPTER I AND SIlAtrIr
TERMINATE AS SPECIFIED IN SEC.8O6 OF TIIE t997 IJIIIC, OR CHAPTER 8 OF THE 1.997 IMC.
Cond: 29
(Br.Dc.): AccESS To HEATTNG EeurpMENr MUsr coMpty wrrH cuAprER 3 AI.ID sEc.101? oF
THE 1.997 UMC AND CHAPTER 3 OF THE 199? IMC.
Cond:31.
(BLDG.): BOILERS SHALL BE MOI]NTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
I.,ISTED FOR MOI]TMING ON COMBUSTIBIJE FIJOORING.
Condr 32
(BLDG.); PERMIT,PL,ANS AND CODE AIIAI-,YSIS MUST BE POSTED IN MECIIANICAI ROOM PRIOR
TO AN INSPECTION REQI]EST.
Cond: 30
(BL,DG.): DRAINAGE OF MECHANICAIJ RooMS CONTATNTNG HEATfNG OR HOT-WATER SUPPLY
BOII-,ERS SIIALI-, BE EOUfPPED WITH A FIJOOR DRAIN PER SEC. 1022 OF THE 199? llMC, OR
SECTION 1004.5 0F THE 1997 IMC.
DECLARATIONS
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 as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure accordins to the towns zonins and subdivision codes. desisn review
approved, Uniform Building Code and other ordinances of the T licable thereto.
REQUESTS FOR INSPECTION S}IALL BE MADE TWENTY-FOUR 8:00AM-4PM.
SIGNATURE OF O ELF AND OWNEF
*,f***f,*******+****** **,t **+,r* **+*****+*,1*+*****************+****************** * *** +**+** *****
TOWN OF VAIL. COLORADO Statement ,ft*****'i**+**,|**,t*{.**************+******************f,****************jt **+********************
Statement Nunber: R030005075 Anount: $353.00 tt/A5/2OO3O3t27 plq
Payment, Method: Check Init: DDG
Notaeion: Concept
Meehanical 7974
Permit No: MO3-O229 Tlrpe: MECIIANICAL PERMIT
Parcel No: 2101- 0 811L014
SiTe Address: 600 VAl! VAIJI,EY DR VATL
Location: 600 VAIL VAIITEY DR # A-14
Total Fees: $353,00
This Payment: $353.00 Total ALL pmts: $353.00
Balance: $0.00 ********f,'t!t*******'*+**,1.*+*{.{.{.*******'}******* *****+** **'& ** **+**f****+*******{.**+,} ***** *+* ****
ACCOUNT ITEM LIST:
Account Code Description Cunrent Pmts
|'1P OO1OOOO3i111()O MECHANICAL PERMIT FIES 2B(].OO
PF OOiOOOO31123OO PLAN CHECK FETS 7O.OO
hlc 00100003112800 htLL CALL iNSPECTION Ftt 3.00
AppucATrortll Nor BE AccEprED rF rNcoMplgoR ,NSTGNED
Project #:
Building Permit #:
Mechanical permit #:
NVTIOPYAIL
75 S. Frontage Rd.
Vail, Colorado 91652
200
97 O- 47 9-2149 (Inspections) -_
flEOD OCT
GU*
27
-fu
Permit witt not Ue accepte? wirroffiE6iidffi
CONTRACTOR INFORMATION Mechanical Contractor:(,apce:fr tu a+lhttefiu Town of Vail Reg. trto;Contact and Phorn
7ru Rasex 9,n -ozoo Contractor Sig;ature-
COMPLtrE VALUATION FOR MECHANICAL PERMIT
MECHANTCAL: $ / f/000.3
Contact Office at 97O-J28-8640 or visit for Parcel #earcet * f ;iffd /e1a6l//o/
rob Name: frau t RleE Job Address: bea LrA t U V.V t CV Dt rE AFtr lh. Btl5a.a A,/&dt to
Phou/l,- rlt - ?3 ."g67 zlo
Detailedoes@ tte'vYwru SNotanqtt o,at6 frt<:2N D ottl tr, I uer FC^C|ODA-
Mrkcl* N"*() Addition( ) Atteration Repair( ) Other( )Paatet+BoilerLocation: Interiorffi Does an EHU exist at this location: Ves 1 I frfo 69
Type of Bldg: Singt*family ( )Commercial ( ) Restaunnt ( ) Other ( )
No. of Existing Dwelling Units in this buildfi;No. of Accommodation Units in this building:
Noffype of Fireptaces eroporuo:Gas ef,lin-nE Gas Logs ( ) Wood/pellet ( ) Wood Buning (NOTA|.LOWED)tt
****************i(:r'F:r{c**'lFgB gFFrcE usE oNLy*****************************
F: /everyone/for.ms/ mechperm
coNCEPT MECHAHfaT, rNC.
PLUIVIBING . HEATING . SYSTEM DESIGN
P.O. BOX l165 AVON, C0LORADO 81620 PHONE: (970) 949-0200 FAX: (970) 949 0300
office GoPrl October 27,2003
Town of Vail
Community Development
75 SouthFrontageRoad
Vail. CO 81657
RE: Aguirre Remodel; Northwoods Bldg. A., Unit 14; Vail, Colorado
Mechanical Permit Application
To Whom It May Concern:
We have completed our heat loss calculations for this project. The heat loss for this
project is approximately 43,820 Btuh. Calculations are based on 70oF interior
temperature and -20" exterior design temperature.
This is a remodel project that will receive a new boiler to heat the condominium and
provide energy for approximately 500 square feet of snowmelt. The boiler will not be
jnstalled until mid-2004. We are roughing in heat and snowmelt lines this fall. There are
projected to be eight zones ofbaseboard heat.
There will be one boiler rated at 175,000 to 225,000 Btuh input depending on the
manufacturer. A 7" diameter type "B" double wall flue will be installed. I have included
a mechanical permit application, boiler cut sheet, copies of the heat loss calculations, and
a gas piping schematic.
Please do not hesitate to call with any questions. Thank you.
Timothy J. Rosen, P.E.; V.P./Secretdy
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Sincerely yours,
R
Cc: Bryan Brubaker; Project Manager; Beck Buil
CONCEPT MECHA]TAL, INC.
PLUMBING . HEATING o SYSTEM DESIGN
P.O. Box 1165 Avon. Colorado 81620
Phone: (970) 949-0200
Fax (970) 949-0300
,
t-' ' - '
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rw
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'lJ ,A
t5y .'-t-
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Orrpe I
"o..u -o ", E /z oo-
CHECKED BY Uz": I t-
MNI.IHERM JV /\or-ols1 Hydronic
Boif ers
Indoor Sizes 50-225 MBTU/h
SubmittalData
fraorez€
Fercb-
tVapnttre '/41- /(
l: .
-
Standard
Equipment
Venting - built-in draft diverter
Design certified and tested by
Amencan and Canadian Gas
Associations
Natural or propane gas
Maximum working pressure -
water 30 P.S.l., ASME rated
Hydrostatic test pressure at
factory - 60 P.S.l.
Maximum gas supply pressure -
Natural - I' W.C., Propane - 14"
w.c.
Pressure reliel valve - capacit),
in excess of boiler input rating
Material specjfications as per
Section lV, ASME Code
Water headers - cast iron per
ASME requirements
Water lubes - pure copper
with integral formed external
lins
Main burners - aluminized
steel
Air supply - natural aspiration
Floor under boiler - when
used on combustible tloor,
a special base must be
supplied (see installation
instructions, Document 1025 &
rating plate)
Electrical - 115V-60H2-1PH less
than 12 amperes 24V lrans-
former mounted and wired
Pump relay - standard
Vent damper and wire hafness
(optional in Canada)
Blocked vent sa{ety switch
(B.V.S.S.)
Rollout safety switch
20 Year Limited Warranty
-
Minimum Clearances, inches mm
Left Side, Righl Side, Rear Flue Top
Minimum
Clearances
from
Adjacent
Construction
o t?z 4 102 tcz 23 584
6 152 102 23 584
100 o lcz 102 152 23 584
125 o lcz 102 152 23 584
rYlElEli/Pak A*u,rrf, RerroDa-
$fl|Specificqtions Nraz_ o zzq C
Choose from 5 elements.
Each fits into universal heavy
duty Multi/Pak 80 enclosure.
l-B=R APPHOVED HOTWATER RATINGS
CharF show gTU per hour p€r llncsr foot and watb per linear
meter wih 65o.(18.3.C) entsdng air.
NOTE: Ratings are for element installed in Multi/Pak
80 baseboard enclosure as shown in drawing, with
damper open. Batings are based on active finned
length [3 in. (76 mm) less than overall length] and
include 15% heating ettect lactor. Use 4 gpm
(15.'l //min) ratings only when
flow is known to be equal to or
greaterthan 4 gpm (15.1 //min),
otherwise 1 gpm (3.8 l/min)
ratings must be used.
l-- D --l ".., I ll.=-------------__-u,z__+{' (89 mm) |
Universal enclosure for use with
any H-Series heating element
SPECIFICATIONS: Furnish and install Multi/Pak
80 baseboard cover assembly as manufactured by
SlanVFin Corporation, consisting of one-piece
zz^gauge (0.8 mm) bottom, back and top panel,
and one-piece 18.gauge (1.2 mm) front panel,
tormed of cold rolled steel. Bottom and top edges
of back panel shalt be formed to provide channels
along entire length, to receive full-height suppon
brackets. Brackets shall be die-formed of electro
galvanized, 16-gauge (1 .5 mm) quarter.hard cold
rolled steel, lor rigid bracing and spring locking.
Slide-action expansion cradles, formed of
polypropylene, shall be inserted between heating
element and support bracket. Cradles shall protect
element bottom and sides from contact with
brackets or cover, confining element to lree lateral
expansion lor noiseless operation. Room-control
clamper vane, of quarter-hard cold rolled steel,
shall be provided for each length of enclosure, and
shall modulate tuily and freely, yet retain any
setting through iis arc without protruding knobs or
other devices. Support bracket shall be lormed to
retain and support damper vane without use of
additional pivois. All cover components shall be
painted in Nu-Vfnite oven baxed melamine
cross-linked Dolvester enlmel.
Elemenl
'H"'D"
in. mm in. mm
H-1 3tq!.' 100 1ri 44
rl-J 31/:' 89 16,!' 41
H-4 tt4' 89 13t.' 44
H-5 3z7t' 98 13t1' 44
H.6X 3zea' 99 11i 44
(51 mm)
Cover Assembly
CONCEPT MECHAIfrAL INC.
PLUMBING . HEATING . SYSTEM DESIGN
P.O. Box 1165 Avon. Colorado 81620
Phonq (970) 949-0200 CALCTJTAIED 8Y 73l-
r
Fax: (970) 949-0300 3-o
I CONCEPT MECHAMCAL, INC.
EEATI,()SS TAKr-OTFFONM
N/*
lYop€
Yau-.!or I
DATE g/ZZ/PI
LOCATION V*t4 Colorado
EXTERIORDEsTGNTEMP -b'
llog-o tlq
rtI--r
BY TimRosen
ARDA oR zol\ne erf,cur"eruo
ROOM SrzF:fl,/? f e 8.2'ffi6t ce.Vf
illffiff#es+#ff_E
GLASS AREA
DOOR AREA
NETWALLAREA
SKYLIGIITAREA
NET CEILINGORROOF AREA
FLOOR COVERING "R' VALTIE
-ffi
RooMvoLUME, ( A n r g,z) V a.6z rl r ?o2i-:*a.V,
BELoW-GRADE WALL: u/* .
cRosswALLAREA nzzfi
b
VLf ?( o. V? x ?o "=
c2'
7ea
/,7 Yo
/, 2'f D
FLooRAREA NO,UA OV€EtHilar n(4
cRoss cErLrNc oRRooF AREA NottJ E
,/
HEArLoss (Btuh)= ?1'/o H*L/NeTR"u-,oor = fuoop
HEArLoss/sQUAREFoor(Bturr/sq. 6.;= lg.? BrhLkl /?
7r" Wir$o hePor pipe spacing:
n
Asef ,f a. a5/ Xfo'=
7'
)
BY TimRlxen
PROJECT
INSIDE NUSIGN TEMP
GROSS \T.\[ 4I{96
GLASS ARb:\
DOORARb:{
NETWAI,I.TREA
FLOOR INT{
CONCEPT MECEANICAL, INC.
EEATLOSS TAKE-OFF FORM
7o
/er&
fafr x o,f ?r ?ao'
_-cQ-
vaulor8
:!r-F'
3tu
NET CEni.\cORROOF AREA
paggg 6r\BINc iR " VALIJE
IIEATLtrs\ Btrhl=3,ava
NOf P).4ouf = 2@
11gAT L$r\SQUARE FOOT @tutr/sq. ft.; =
%, Wirsh. :Jzr pipe spacing =
AREA gx loNa CAI,CULATED Bq>ru*, Z €pr*Y
ROOM SiiF &70 <e&*i ,Uq,
?
RooM\.trLVE,(azo x$.6\ f O ,V? =
BELow{P*\DE waIL: N /*
tAf .r a.o1/ tr(ou'
l4otta €Fps@
cRoss
r*r"r66t.r-tEA N/k
Not:€ .
/4,'/
87o .
/78a
7
BY Tim Rosgn DATE dz;z /oZ
PRoJECT '/Ahptt|$?E_ LoCATION Vn| Cotorado INSIDEDESTcNTEMe 20 [xrERroRDDsrcNrE-#" -"4 T7t:-
AREA oRzoNEcAr,cuLArED /5eruaru z - tw 7.
/ - \ {1
RooMVoLUME: (ap y8.4) r aY'37 : fuo
t
GROSS CEILING OR ROOF AREA
SI(YLIGHT AREA
NET CEILINGORROOF AREA
FLOOR COIGRING URN VALUE
CONCEPT MECHAMCAI,, INC.
EEAT LOSS TAKE.OFF FORM
NoPA
p/,4
ilnp7 ,
Daselor F
BELOW-GRADEWALL: NOr+tE.
cRoss wALL AREA eJ o d
c,,Ass AREA 91fr ro-+7 ft Qo"'
DOORAREA _ O ^
NETwATTAREA /53 4 f ?'os/ x7a"=
FLooRAREA rygfl' f fZ t (oo=
AVro
7ao
l4.o
HEArLoss (Btuh) = 4 1"1 he/A
ilgr Rovt, ow? AL5 F
HEATLoSS/SQUAREFOoT (Btuilsq. ft.; = ( 3, f
14" Winsbo hePex pipe spacing =
t
I CONCETT MECHANICAL tr{C.
HEAT I,OSS TAKE.OFF FORM
Y"e. f .$ 8
BY TimRosen DAIT O/z-'Z/o?
PROJECT t*euy@ ,__ LOCATION UfttLl Colorado a.1t INSIDEDESIGNTEMP {A EXIERIORD}:SIGNTEMP
--A
ARnA oRzoNEclrrbrnerrn Lt ur *tq 1Duru+/rrffit
ass14grzF: ?to 4a-
RooMVoLUME: (q,o )( 4') n P.7? t /-g rB tl7fo
BELOW-GRADEWAI.L: NOPA.
cRosswALLABrrA fuo fle
cr,Ass AREA (Zr A xi,T,tt 4 g et o. n r?oil= &6ffi
-o
6ez X 0.ost F?oo=e.g60
DOOR AREA
NETWALLAREA
FLOORAREA /+ofi*Ir* {o'=
^J/A
IIEAT l.oss (Btuh) = /5.eO .
lJtr flo,uor:r#'?a fr
HEArLoss/sQUAREFoor (Btut/sq. U= /7 I
6tu
Aa#fo.o73 6lb',$o GROSS CEILING OR ROOF AREA
SI(YLIGIIT AREA
NET CEILINGORROOF AREA
FLOOR CO\IERING "R' VALUE
2
t
%" Wirsbo hePex pipe spaoing:
1 CONCEPT MECEANICAL INC.
EEAT I,OSS TAKE-OTT FORM
DAIE tfz-z/oz
LoCATIoN Vn+
D(TERIOR
q
Nopa.
BY TimRosen
PRoJEcr '&et zE*
TNSIDE DEsrcN TEMP ' lo
AREA OR ZONE C4r"CUIl\TEn
RooM xre= J/p #e,g,S
* {0o rb
77ft Ko.ll )'fo"=fl 9Vo
%.a 4 ro a;/^qd'=
??o fr
-O ''
gto x0.D73r?o a-il so
+I
R..MV'LTME: (St o, fS)x a.71 =
BELOW-GRADE WALL:
GROSS WAII AREA
GI,AsS AREA
DOORAREA
NETWAIIAREA
FLOORAREA
-o--
GROSS CEILING OR ROOF AREA
SKYLIGIITAREA
NET CEILINGORROOF AREA
ELOOR CO\IERING'R'' VALUE
HEATLOSS @tuh)=
Pq Rou'fr*'
HEArLoss(Btuh)= 6650 fu"n
Dq Ro,r, a*= AqD p
IIEAT LOSS/SQUARE FOor (Bturr/sq. ft.) = flT; t"
rrg"{of I
Colorado
TEMP -b i-I;Fr
/oSv
Yz" Wirsbo hePer pipe spacing:
I CONCEPT MECtrANICAL, INC.
EEAT IfSS TAKE"OFF FORM
puuLrr €
BY Tim Rosen DATT flPZ /" O
INSIDE DESIGN TBrr'x &_ EXTERTORDE$TGi\ TEMII -*1a)
AREAoRzoNEc,ALcur,ATEo I ez M^ "G.RooMsrF: 554 Q
RooMVoLUME: (ZSzi't?.s') *o.7?v t.zs , lGGo
BELoW€RADE WALL: N OP6 l-,
cRoss wALL AREA 1"7oH
c,-Ass AREA ?1W Yo.(/t< ?0"= egro
DooRAREA '' +1)'-
NET*ALLAREA ! W K o.o 5l X b'= 8? o
FLooRAREA UOIE
GROSS CEILING OR ROOF AREA
SKYLIGIITAREA
NET CEILINGORROOF AREA
FLOOR CO\IERING "R'' VALI.TE
HEAT LOSS (Btuh) =
ir6T Ro,* orr {Afha rtaf
IIEAT LOSSiSQUARE FOOT @tuh/sq, ft.) =
1/a" Wirsbo hePex prpe spacing:
i
'-rfrF
.--O^
ffrr< o.o5/ 610"=AoTd
23,3
7
a CONCEPT MECHAMCAL, INC.
EEAT LOSS TAKE-OTF FORM
r"g"Zof
BY TimRosen
PROJECT ... .
nvsmnbusicrq rrMp 7p
ARNA OR ZONE CALCUIITTEI)
-rHF
ROOM Sr7,-F:
BELOW.GRADE WALL:
GROSS WALLAREA
/?o,[
/-O-/
lr
tfi-D F
RooMVoLUME: &* x|')x e,3? .-
DArlE 6FZ/oz
LocATroN Vttrg Cotorado
ExrERroR orsrdlv rEMp -%
/?o x0,o3)fr0':57a
NOao
pau@ ewosQ
GI,ASS AREA - E
D.'RAREA € Q <
NETWAIIAREA _- ep ^
FLOORAREA -.1' C'' _
GROSS CEILING OR ROOF AREA
SI(YLIGIIT AREA
NET CEILINGORROOF AREA
FLOOR COVERING NRN VALUE
HEATLOSS (Btnh)=670
Nq Roq-oor Bq
HEATLoSS/seuAREFoof @turr/sq. n.;= L{.q
%'Wirsbo hePoc pipe spacing =
-- , . i: ''-, i'. "r '
-t,o
CONCEPT MECHANICAI.., INC.
EEAT II)SS TAKE-OTF RORM
BY TimRosen
PRorEcf ta u,w-^ 1ffi,r3&/:,lororado rNSrDEDEsrcNiEilo* 70 riruruonriirsrcwd-f" ;23.
vrs?or I
AREA OR ZONE CArjcuL{TE n _fu1*l r+v
RooM sr;r: /?o fre- g'
RooM voLtrNa'(nD r 8) Y A . 7? r/'s
=@
BELoW-GRADE WALL: /J o u 6.
cRoss wALL AREA * Zto #
clAss AREA /- '2 '4
\ DooRAREA fu F F o.z3 x?o, __
-/ NETwALLAREA eg? F fA.os/X?d",
ELOORAREA
cRoss cErLrNc oRRooF AREA 2 ro 4 Xa. o73 Vfb'=bza
SKYLIGTTTAREA -p----
NET cEILINGoRRooF AREA /
FLOOR COVERING "RU VALI'E
HEAT LOSS (Btrih) = 7z:;o
/,/tr Rou-our DOft
IIEAT LOSS/SeUARE FOOT @tulr/sq. ft.) = A5, O
Tz" Wirsbo hePex pipe spacing =
6za
//?o
-L)<
t:
TO\A[{OFVAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
oil*r** oF coMMUNr* orurr?**
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P03-0085
B3<t"21
fob Address: 600 VAIL VALLEY DR VAIL Status . . . ; ISSUED
Locafion.....: 500 VAIL VALLEY DR # A-14 Applied . . : 08/20/2003
Parcel No...: 210108111014 Issued . . : A8/27 /2003
ProjectNo : 'gq5p3-1;11\ Expires. .: 02/23/2004
owNER KISr{A CORP 08/20/2003 phone:
E,/O ROBERTO AGUIRRE
PASEO ;II]RICA 451
QT'ERETARO, MEXICO 75100
Iricense;
CONTRACTOR CONCEPT MECHANfCAIJ, INC O8/2A/2O03 Phone: 970-949-0200
P.O. BOX 1-165
AVON, CO
81-620
l-,icense: 1_89 - P
APPI,ICANT CONCEPT MECIIANICAIT, INe 08/20/2003 Phone: 970-949-0200
P.O. BOX 1-165
AVON, CO
8L62 0
License:189-P
Desciption: ROUGH IN NEW DWV AND PLUMBING FOR NEW BATHROOM LAYOUT.
ROUGH IN NEW GAS PIPING
Valuation: $12,000.00
Fireplace Information: Restricted: ??# ofGas Appliances: ?? # ofGas [.ogs: ?? 4 of
Plurnbing-> $1s0.00 Restuarant Plan Review->
Plan Check-> $45. 00 DRB Fee_.-_--.-_->
$0. OO Total Calculated Fees-> $228 . 00
$0. 0o Additional Fees----_> $0. 00
Investigation->
Will Call--->$3.00
BALANCE DUE->90. 00
ITEM: O5].OO BUILDING DEPARTMENT
o8/2o/2oo3 DF Action: Ap
Item: 05500 FIRE DEPARTMENf
CONDITIONOF APPROVAL Cond: 12
(BI,DG.): FTELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIAI{CE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in fuIl the information required, completed an
$0.00 TOTAL FEES--*---*> $228.00 Total Peff,dt Fee-> s228.00
Payn1ents-_-...-> S228. O0
t**************** ***++ ****i *******1'*******************t****t****+*********l**f ******+*******
TOWN OF VAIL, COLORADOCopy Reprinted on 08-2?-2003 rt 10:27:35 08127/2003
Statement
*+**+*********f* * **+*****+********l****+++*+*+**+****t*********t** ***+***+****+'i***l******,i*
Statement Number: R030004575 Amount: $228.00 08/27/2OO3L0:.21 AyI
Payment Method: Check hit: DF
Not,ations check S 78 50
concept Mech
Permit No: P03-0086 Tlt)e: PLIIMBING PERMIT
Parcel No: 210108111014
Site Address: 500 VAIL VALI-,EY DR VAIL,
IJocation: 500 VAII-, VALI-,EY DR # A-14
Total Fees: 5228.00
This Payment: $228.00 Total AIJL Pmt6: $228.00
Balance: $0.00 **++***+******* ***+*****'t**t*+'i**++**++**{.****+*+***i+**+**************+****+* **f****t+**ti*
ACCOIINT ITEM LIST:
Account Code Description Cunrent Pmts
PF OO1OOOO31123OO PLAN CHECK FEES 45.00
PP OO1OOOO31111OO PLUMBING PERMIT FEES 18O.OO
I^JC OO1OOOO31128OO W]LL CALL INSPECTION FEE 3.OO
Co ncept o l'leohan i ca I Inc "tl 949 0300 P:2 .f.fo,574 P,?/3
accufate plot plan, and staie that all the inJoroatton es required is. corrach. I.agrec to cOmply wirh the information and
plot plan. to mmply with all Town ordinances and stateiJws, and to build thil snucture iccording to the towns zonin6
and subdivisiorr.oa"r aurqnii;u-;l.pitoviJ;Udf;-ililaing ioau and odrer ordinances of the Town applicable
thereto,
H-5.??.M3 1336PM
REOUE$T TOR NTtsCTION SHALL BE MADETWBNIY'POUR
PM.
AT {?9.2149 0K AT ouR oFPlcB FROM S$0 AM - {
6E orrvrvrn on coNTRAcroK FoR HIMSELF AND owNE!
Gw-of vai| Reg. No.:
e*^lz G VU L:_t9
p-?
70lVNOPYI
7l S. Frontage Rd.
Vail, C.olorado 61657
COMPLETEVALUATION FOR PLUMBING PERMIT (tabor & Materials)
tti*t*t*lii*iirl*iit!i*ii**iGii*tGt**t*.FORoFFICE USE oNLYtn*,,'*rn't'r***i**t**ti+tl*tltt*i*tii
t00A'U
l Address: l-
o |*1,1 u'-' 'o 4Z
a crri l, /f\ h;t rt
ILto0&
?Tln '*" "*,
Lt L.1- i^'tLa-^-l
Work Class: New ( )Repair( ) Other( )
Type of Btdg.: Single-family ( )ffittRoo*:ntl 133
ffinthisbuildins: I
No. ot e"'ttinS owelling Units in this buiHing: 6J
ffiningfirePlacetoan
Inspectlon Requeet
Requested Inspect Drte:' Insp€cdon Area:
Slte AddresB:
jHffoor,July 05,2005
600 VAIL VALLEY DR VAIL
600 VAIL VALLEY DR # A.I'I
/qrPrD lnfiormaflon
Acihritv:
ConttTyp5:
Orvnar:
Applbrnt:
Contactor:
Descrlplbn:
Nolics:
Nolha:
Notlce:
Comment
8[)3-(}237 Type: A-MF
Occupah-cy:
KISHACORP
B€CK & ASSOCIATES. IhIC
JF ENTERPRISES IT{C
AMF
ilt 1-HR
Requested Tlme: 08:00 At - Phonc: 37SO7S
Entersd Bf LTILLiTAN K
St trs:
lnsp Area:
ISSUED
JRM
Phone: 97G94!l-1flX)
Phone: 92&5191
COI.JDO UNIT EXPANSION TO IT.ICLUDE NEW DORMER AND DECK ADD{]ION
DETAILS SUAMITTED FOR RATED ASSEMBLIES ROTJIED TO JR 3g04 - CDAVIS
qCt!t?,@l Stlggord no hng€r pan of thls Job. S€€ fll€ wlth ht€r. l.lew reglst€Ied conlractor r€qukod -
79+B FROBERG - JtiiONDRAGOtI
ROUTED TO JRM AND AO FOR REVIEWAPPROVAL . DFLORES
Fteouested lnsoection(sl
Item: 90 BLDG-Flntl
Acllon:
Reqmlior: EECK zullDli.lc COfrrPAl.lY/ John
Conidrnts: A1{ WLL CALL 1/2 hout notlce 37m799John
tuslgngdTo: JTilONORAGON
Comnrent nET!9ffififfi FROBERB REGAREIFMMRAIS.
A COOE Cof,lPLYlt,lc TEMPORARY FIANDRAIL lS ttlE PREFERRED OPIOtl. THE STARIS
BETWEEN THE IstAND 2nd LEVELS MAY BE BLOCKED OFF WTTI PIY VIICOD SCREYT/ED TO T}IE
WALL ATT}IE TOAND BOTTEM.TI '-tl fr - rr \ /\//,t t aL-I tl tY t tt_ tr , v r,1rt I ttl nf | ,l/ | t N' nl(t Kdf ") il,)u -l ' ww lr't^il#*
,nspecdonH,rbrY tffir*^lSwu"
ttem: 226 RRE DEPT. NOIIRC nON Iv ' lzf I
Item: 10 ELDqE€h$/Stod _"_Apptowd- / J t ,
Tlm6 ExD:
COLtni|NS LOCATED I,TIITHIN THE CORRIDoRS ARE I.IOT PROTEC1ED AT TTIIS TME AI{D
ARE I.IOT REOUIRED ANY ADDIITO}.IAL RRE.RESSTTI'E PROTECTON
O925lg3 tns0eclor: GCD Actlon: t,|c) i{ClTlFlED
comment DISCI SSED SPECIAI- INSP€CTOR REOUIREIIIENTS WTH SUPERINTEND NT ON JOB.
T}€RE IS COTUMN REINFORCII.IG IN THE UMTBELO/i/. I TOLD HIM VI/E V|ot,LO IM}PECT
TTOSE. ALL OTHER STEEL INSPECIION IS BY SPECIAI- INSPECTOR
11n40B lnsDodor: lm Acllon: Pl PARTIAL INSPECIION
Comrnent: approved Fimlng In 3rd hvel solllt
sirixoved liemlng Sth foor colllng hat chonn€l
Item: 10 ELOGFooUnos/Stoel I J l ---Fiz-si6d'Imoe*itor: GCD Aclbn: APAPPROVED ' /1 I
commonr IPADFOoTING.SOILSREPORTINFILE. / llltJ Item: 20 BlDeFoundatlorvst ol / llu ltem: 30 BLDGFtamlm
o9/24lo3 lnso.dot: cdsvls Actbn: Pl PARTIAL INSPECTIOI{ 4I
Comment EXlSnl,lG STRT CTT RAL STEEL COLUMN REINFORCEMENT FOt R LOCAllOhts | |
GRID DX5"D,3PX1 & BX4 ALL REINFORCED VUI?I VTJELDED PTITES PER PtA|q ] I
CONTRACTOR SI-IALL t{OT BE REOIIRED TO REITOVE EXISITMI COI.ISIRt CTION lE/
II.ISTALI ADSNONAL RRE PROTECNON OF STRUCTT'RAL STEEL V
COLtni|NS LOCATED I,TIITHIN THE CORRIDoRS ARE I.IOT PROTEC1ED AT 1}IIS TME AI{D
\I .i REPT131 Run Id: 3376
07-01-2005
Item: 50
l{em: 70
Inspecton Request
11t1
Comrnsnl:
1210303
Comrfr€nt
o5/l9/o4
Comment
06/(}2/(x
Comrrent:
oe/14(X
Comm€nt:
INSPECTOR REPORTFOR
rAND 8011t1.1c.
DATED 1O/27lO3 FOR 4TH LEVEL
lnsDector: GCD Actlon: t'lO l,lOTlFlED METIMft CHTJCK COE THIS DATE RE: STRIJCTURAL FRAME. PRIiiI,ARY MEMBERS IN
ROOF ARE IfOTED OI.l PLANS. TIIESE ARE TtlE RIOGE tlft4x3E. AND ItlE EAST AND
VI/EST RAKE BEAMS W|2X5O,
THE NEW TS 12X5.5 AND THE EXISTITIG W14X3O ARE REOD TO BE WTHIN THE
WALLASSEMBLY OR IND'IVIDIJALLY !/T,RAPED.
0fl11/M Insp€clor:
Comm€nt 4TFl LEVEL sItI LEVEL
Ac[on: PI PARTIAL INSPECTION
ENCLOSURE
COMPI-EIE BlDG'lnsulstlon " Apffoved "
11t1418 lnspector: JRM' Ac{on: Pl PARTIAL lNSPECTlOl.l
Comm€nt APPROVED SOFFIT 3RD FLOOR INSUL OITILY
06t11t04. Inspeclor: CDAVIS Acllrn: Pl PARTIAL INSPECTIOI.I
Comm€nt 4TH LEVEL EXIT DOOR WALL INSULATED
5T}I LEVEL EXIT EI.ICLOSURE COi'PLETE
11t01tu4 Inspec{or: GCD Ac{on: Pl PARTIAL INSPECflOI{
Commant MID LEVEL PARW WALL INSUTANON. CONSULTED WTTI JOHN ON FIRE STOPPING.11l12t8 !ffi9€clor: JRM Actlon: APAPPROVED
Comment
Item: 60 BLDG-Sh€€lrock Nall " ADDrov€d "
11i10/03 lnspector: GCD " Actlon: PIPARTIALINSPECTION
Comrnont 3rd FLOOR CORRIDOR PATCHll,lc 2 LAYERS CEILINGS
4h FLOOR UNIT FIREPLACE cl{ASE ONLY IIIOWGYP lS TAPED.
11t141O3 Inspeclor: JRM Ac{on: R PARTIAI INSPECTION
Comment APPROVED 4TH FLOOR CORRIDOR SHEET ROCK.
1111403 Inspoclor: JRM Actlon: Pl PARTI.AL INSPECTIOiI
Comment APPROVED 3RD LEVEL SHEETROCK SKIN Mlt-lOR PATH|NG TO 8E DA'JE.
FIRE RETARTANT FOAM TO BE USED TO SEAL SMALT
GAPS IN SIEEL PAN OR WLL MUD AND TAPE.
111171C6 Insp€ctor: JRM Acflon' AP APF,ROVED
Comrn€nt: 3RD LEVEL SOFFITAND STIJCCO COMPIETE
4TTI LEVEL INTERIOR SHEETROCK COIIPIEIE
sTH LEVEL INTERIOR SHEETROCK CONTPLE1E lnspectol: GCD Acllon: Pl PARTL/AL INSPECI]ON
4ot'AND sot FLOOR EXTERIOR fl8 X GYP SHEATHING WALLS, SOfFlT, FAcliA AND AND
ROOF. COLUMNS AND BEAMS 2 LAYERS OR INruMESCIEI{T PAINT AND GYP.
Acflon: PI PARTIAL INSPECTION
SOOFITS ON 511{ LEVEL
VI/ESTWALL OF 5TTI LEVEL EXIT ET.ICLOSURE
lnsp€do.: COAVIS
ccl.rRT. lNsPEcTtoil
finqM Insp€ctor: JRM
Comment SI-IEET RocK COMPTETE
BLDC'-MbG.
o9/26/03
Comment
1t/04/B
Comm€nl:
(H(n/u
Comment:
1oailo/.
Commcnt:
Itom: I BLDGRmI
OGr2!Y06 Inspeclor: GCD
lc{61; 1P4PPP911|EP
lnspoclor: CDAVIS Acllon: PA PARTru APPROVAL
FIRE PROOFIIIG OF EXTERIOR COLUMNS lN A BLDG 2 LAYERS s/8'TYPE X USED
InsDeclor: COAVIS Ac{on: PA PARTIAI APPRO/AL
3RD LEVEL CEILII.IG EXTERIOR SOI.,TH AND I/IIEST BEAMS AND COIUMNS FIRE.RATIT-IG
OF 4 BEAiILS At{D3COLUMNS
Acilon: l.lo }{OT!REO
REGARDIT.IG A VENT CLEARAT.ICE TO COMBUSTIBLES
U.L. LISTED EXlSTltlG METAI- CHIMNEY REOIIRES f CLEARArcE TO COr,lEt STIBLE
MATERIAL. DRYWALL/SHEETROCK IS DERNED IN THE 1S'7 UBC AS 1.lc)tCCO,i/|zuSlIBLE
MATERIAL. t/liAltlTAlN AS MIJCH CLEARAi|CE AS CAN BE ACHIEVED. I'()I/VEVER 2' lS NOT
REOUIRED
Inspec{or: CDAVIS Acdon: }'lO tlOTlFlED
SOIIE TYPE OF COURT. INSPECIION REQUESTED GENERAL COilTTRACTOR ttOT Ol.l
SITE. ELECTRICAL SUB St,@ESTED IHATA PARTIAL FRAI'IT.IG INSPECTIOf{ WAS
REOUESTED FOR EAST PARTY WATLS 3RCV4TH LEVELS
}IOTSURE IF
REOI,,'IRED
I.IOANY FUR.
NONS MUSTBE PROPERLY PArcHED
I ROIJGH INSP€CTON HAVE BEEN COMPLETED REINSPECTION
l.TOANY FURTHER CONSULTANONS ATLOI,TIED RESPCIT{SIBIITY LIES T'I'ITI GENEML
COI.{IRACTOR TO MAKE SURE ALL ITEMS ARE ADDRESSED
Page 17
REPT131
Ac{lon: }{O l,lOTlFlED
Run Id: 3376
Cor lnued:
Comment:
CoMrrrENt: MET UJIT}I JOI{N FROAERB REGARDIT.IG I{ANORAILS.
A CODE COMPLYING IEMPORARY FIiANDRAIL IS THE PREFERRED @TION. THE STARIS
BETYI/EEN THE 1sT AND znd LEVELS i/iiAY BE BLOCKED OFF WTTI PLY I/\OOD SCREV'JED
TO ITIE WALL AT TTIE TO ANO BOTTEM.
REPT131 Run Id: 3376
8,46en_ vAtLco,-ToltyNOF _. ___
Requested Inspect Date: Tuesdav. June 08. 2004 ' Inspidon Area: JRtt
SIIE AddresS: 600 VAIL VALLEY DR VAIL
600 VAILVALLEY OR #A.14
A/PrD lnfiormation
Aclivity: 80$)237 Tvp€: AMF Sub Tvpe: AMF Strtus:
Consn Ty$: _ Occupaircy: Use: lll l-HR Insp tuec:
on?ier: KISHACoRP
Alpllcanl: BECK & ASSOCIATES. INC Phone: 97D949180O
Conttaclor: BECK & ASSOCIATES. INC Phons: 97D949180O
DFscrlpdon: CONDO UMT EXPANSION TO |I{CLUDE NEW DORMeR ANO OECK ADDITION
i.Totke: DETAILS SUBMITTED FOR RATED ASSEMBLIES ROUTED TO JR 3/5/04 - CDAVIS
CoMmonI: ROUTED TO JRM AND AO FOR RE\NEWAPPROVAL . DFLORES
@t25to3
Comments:
11t14tO3
Comm€nts:
11/19O3
CommontB:
12lo3y03
Conrmenlr:
05/19/M
commenb:
ISSUED
JRM
Reauested Inspectlon(sl
Item: 70 BLDO-Mlsc. Requested Tlme: 08:00 At$
Requestor: BECKBUILDERS, INC. Phone: 904-13tn -or- 970.949-
conlrn€ntB: court$v wtlh cD or JR/as €rly ar Do6s 4ix5
. Assl$Fd To: JfTNdRACON Ent€red By: DGOLDEN K Actlon: Time Exo:
II.m Coflrrncnt!: FIFE-FFOUFITIG:OF EXTERpR CoCUMFfSTf,FA BLDG 2 LAYERS gaTYPE X USED
Item Comm€nt3: 3RD LEVEL CEILI'{G EXTERIOfl SOUTH AND WEST BEAMS AND COLUMNS FIRE-RATIhIG OF 4
BEAMS AND 3 COI-UMNS -A'-*;'" n^ \(b"vtf ' 1f^*sPFqrc'.t1 O,Sco SSt uM ,r
lnso€cnonHrsbrv tf A,pLtNG tr fi u Ulu4T CLfJlb/r/Llcz
rlem: 226 FrREoEpr.NorrFtcAroN..A^..r^r,E .. fb G,"ia..lSn B( f S I [:fr: ?3."['ff.hruL!gl5l*noN..Aop,o""d /D G^BtJsn DCrS I O9/'25/Oil Inspeclor: GCD Action: AP APPROVED I
COMM'NIrS: 1 FAD FOOIING. SOILS REPORT IN FILE. t I -/Item: 20 Bl0C-ForJrrdatiorv'Stml \l /'ftem: iiO ELDC'-.Framino c^.-"..-',
--ddidod'"tnso.clor: cd€vts Acthn: Pt PARTIAL tNSPEcTloit >E ? ^crmmsr s: Exlsrll.lcsrRtcruRALsrEELcoLUMNnenroRceMevrrqELcp fpNS -(ALUlql GRIn nX5 rt 3 nxt r. Rra ar I tFtNFrxlf:Fn wtTn wFr nFn pt arFq trFFl Dl aN U-Jl GRID DX5,D.3,DX1 & BX4 ALL REINFORCED WITH WELD,ED PLATES PER PLAN q
CONTRACTOR SHATL tlOT BE REOUIRED TO REt O\rE EXlSlTtlc CONSTRUCflON TO
INSTALL ADOfTIICNAI RRE PROTECTIOII OF STRIJCTURAL STEEL
COLUMNS LOCATED VI'ITHIN THE CORRIDORS ARE I{OT PROTECTED AT TH'S TTME AND
ARE IJOT REOUIRED AIIY ADD{ITONAI FIRE-RESFmIE PROTECTK]N Inspecls: GCD Ac{lon: NO NOTIFIED
DISCUSSED SPECIAL INSPECTOR REQUIREMENTS WTH SUPERINTENDANT ON JO8.
THERE IS COLUMN REINFORCING IN THE UNIT BELOW. ITOLD HIM WE WOULD INSPECT
THOSE. ALL OTHER STEEL INSPECTION IS BY SPECIAL INSPECTOR
lnsp€ctor: lrm Aclion: Pl PARTIiAL INSPECTION
approved tramlng ln 3rd &avel soffit
approrr.d framino sth lloot c.illno hat charlrel
trispector: JRM - Adion. l.lo IIOTIF|ED
SPEChL INSPECTOfi REPORT FOR OFFEE FILE. DATED 1O27lO3 FOR 4TH LE\IEL
WE LDl.lG AI{D BOLTlftG.
sTH FLOOR REPORT DATED 11/7OlO3 WELDNNG AI{D BOI-TII\|G}.
Insp€clor: JRM Actlon: l{' l.lOTlRED
FILE REPORTS REC'D FROM SPECIAI- INSPECTOR FOR 4TH AI.ID sTH FLOOR BOLTII.IG
ANDWELDII-IG. F]LED
lnspaclor GCD A€'ilon: l.lo trOTlFlED
MET WITH CHUCK COE THIS DATE RE: STRTETT,RAL FRAME. PRN,ARY MEMBERS IN
ROOF ARE NOTED Of{ PI.ANS. THESE ARE THE RIDGE W14X38. AND THE EAST AND
WEST RA'G BEAMS W12X5O.
THE NEW TS t2X6.5 AND THE EXISTING W14X3O ARE REOD TO BE WITHIN THE
WALTASSEMBLY OR INDMDUALLY WRAPED.
Item: 5O BLDc-lnsulatlon 1M4Q3 Insp€ctor: JRM Actbnt Pt PARTIAL INSPECTION
COMMsnts: APPROVED SOFFIT 3RO FLOOR INSUL ONLY
It€m: 50 BLDCT Sh€stock Neil
REPT131
" epyxoved "
Run Id: L9L2
06-08-2004 lnspectlon Re4uert Reporting
6:46 am
l triorn:
Comments:
11t14tO3
Comments:
VAIL. CO:TQWN OF Insoeclor: GCD Aclton; Pf PARTIqL NSPECTION
3rd FLOOR CORRIDOR PATCHING 2 LAYERS CEILI.IGS
4Ih FLOOR UNIT FIREPLACE CHASE ONLY NOW GYP IS TAPED.
InsDector: JPM Actic'n: Pl PARTIAL INSPECTTON
APPROVED 3RD LEVEL SHEETRCCK SKIN MINOR PATCHTNG TO BE DONE.
FIRE RETARTANT FOAM TO BE USED TO 5EAL SlvlALt
GAPS IN STEEL PAI.I OR wlLL MUD A}ID TAPE.
Itam: 70
flem: 90
11/17103
Comm€nts:
o6tu2to4
Comm€nts:
BLDG-MhC,
09/26/03
Commenls:
11iO4tA3
Comnlonts:
BLDG-Final
1 1,1tUO3 hrsp€cior: JRM Actbn: Pl PARTIAL INSPECTION
COMM€NIS: APPROVED 4TH FLooR CORRIDOR SHEET ROCK.
lnsp€clor. JRM Aciion: AP AFPROVED
3RD LEVEL SOFFIT AND STTJCCO COMPLETE
4TH LEVEL INTEROR SHEETROCK COI{PLETE
5TH LEVEL INTERIOR SHE€TROCK COiIPLETE
Inspoclor: GCD ftrbn: Pl PARTIAL INSPECTIO|.J
4th AND str| FLOOR EXTEROR 5/A X GYP SHEATHII.IG WALLS. SOFFIT. FACIA AND AND
ROOF. COLUMNS AND BEAMS 2 LAYERS OR NruMESCIENT PAINT AND GYP.
Inspecfor CDAVIS Aclfon: PA PARTIAL APPROVAL
FIRE PROOFING OF EXTERIOR COLUMNS IN A BLDG 2 LAYERS s/8TYPE X USED
ftrspector. CDAMS Action: PA PARTL{L APPROVAL
3Rb LEVEL CEILING E;(TERIOR SOUTH AI'ID WEST BEAMS AND COLUMNS FIRE.MTING
OF 4 BEAMS AND 3 COLUMNS
U-L. Ltttrz6 E-ru'onue MLrfrt- Ctrvwurl
r?ae*-,recS QvNLhgc€&'aB"szr8,W
MtYlwz t fft- Pec','-tailJ, De-4 1tft1. /s rtzr eLL/<-
{: G* Sfit@ ffi A dorrl- <o'rnBrsn.g.€ tuttffHlk
lh* Lrlf tF*1 A:fiAuct+ Ct-D+Sarwace ,+s CA",q
d*)€.€A- )'' lS .,r*J6Z E€._,4trn
| ) b-?-6/ 2Ptzz'
d
Be otIr11'NtU t
REPT131 Run Id: LgLz
3332a'2003 hrHP"Jlcqffi*t3rdns Pasco
R|aulcbdlmocdDrb:' |nt9.g;!onAn:SllDAddn r:
Tlrn Erp:
tondry, Sepbmbrr n,Ng
c00vALvru-EYoRvArL m0VALVALIEYDRtAI/3
A,F,Dlnbmr.[on
Rloucabd lnso.c{or{cl
lbm: l0 B|-Oc#ootnqrrsn l xb|: BEc|(aAS8oCnTES,n lcquerb|: BECr(r^EEIC[{|ES,NC Corimrt: Fourd tmgdoA
ArsbillrlTo: lnrciffiAGolf^
m- 2"'cs
R.cu.rbd Tlrnc: OEr@ At Pfion: El+tS
Enu|(lqf DGOLDEN K
$il!: l8S{rED I!pA'l: JRil
tl ^,|,x't1uq
\J
t rr \ /'I 't), a/' I U:-,'./
M'IF|CATPX g$rd fforlS.l I
0n Etthl
I *o--!*K ln|o.cfloil Hlrbrv
btn: U6 FREDEFT.lilr: l0 8LDeFooUil bm: 20 BLDG'Fomd bor: $ fl"O|eFnntr lrm; 60 El,.Do|nsrhi hm: 60 BLDo$hreh lmu 70 BtDCt/U$.hm: S SLDO'FInd
REPT131 Rt:n Id: 1305
aTatE
11-21-2C[F
4:07 nm __ ,n"Fqil,EFH,[I3r"*T _ Pasc61
Rceu.cbd lnrpGct D.b: Tu.cdry, l{ouqhb.r Zl, 2fi}5 ' lnrprc{on Arur: SH slt Arrdre$: ffiruihf*oYDRvNl
Recue3Fd Tlme: 02;00 Pfil
Phon : g?tl!'lG4ld! .of- c.Ig)+
dr€8
Enbmdry IX|OLDEN K
A|P/Dlnfbnnrt|on
A.ift,ty: EFaplta ?!ne: &ELEC Subllme: Alif' gt!u|s: tSStEO Con{Tgi: Ocflryaiicy: (&r: tntP^Ili: 9H olfThc XlSllA@RP Asrlh|nt DP.ETECTRG PfFrxi 970-9a$4lrt0 Coifircro.: OP.ELECIRIC Fllom: 970-ga6-{14t}Drc.Fdonr ADO 60 AilF sERtrc€ TO SKI LOCKER ROOM FOR EOOT mYERS
Reouoetrd Ingocc{ord gl
Itcml l{O ELECfllec,R.qu.rbr: D"P. EI-ECTRIC
co0unoldlt
Acc{rnod To:
AGION:
At,f
SttA}$J Tln Exp:
/70 ,f,7.y,u",-J \
fiou'(
.4/^// -'22-2cc:5-'
lrEgcqiaHls@v
ftem: t1O E[EC-Trnn. Poror brn: 120 ELEGRorrgh
ham: 13) El-EC€ontuf lbm: 140 ELEe.mhc.
llBm: lSO EI-EC-Fhd
Rgprl31 Rrrn Id: 39L2
0&292(n5 Ingpectlon Request Reportlng Page 16
4;29 pm Vall. CO- Clty Ol
Requested Insp€ct Drte:
Inspec{on Arcri
Slte Address:
Type: SELEC
Occupancy:
Thursdry, June 30, 2005
600 VAIL VALLEY DR VAIL
600 VAIL VALLEY DR # A.I4
A/PJD Inltormadon
Acltuttv: E06{121
Const TyFri;
O$'ner: KlSl-lA CORP
Appllcrnt: D.P. ELECTRIC
Contraclor: O.P. ELECTRIC
Requesbd Inslecflon(s|
lErn: 190 ELEC#lnal
R.qu€stor: D.P.ELECTRIC
Comrn€nb: BLDG A. t14
Asslgn€d To: SIIAHN
Acflon:
sublg: AllF
Phon€: 970"9264140
Phorie: 97G96-4140
Stah|s:
lrrcp Area:
ISSUED
JRM
D.scitrlon: TRIM ELECTRICAL FOR REMODEL-NEW CONTRACTOR ON JOB , i-- / --(t ,,'1't'i[''/4P
Requesbd Tlme: 08:00 At
Phon : gX€369
Entcrod 8y: LCAMPBELL K
nme Exp:
h
lnsoecdon Hlsbry
ttsm: 11O ELEC-Temp. Power lbm: 120 ELEC-Rouqh lLm: 130 ELEC-Conrlult
llem: 14O ELEC-Mbc.
tt€m: l9O ELEC-Flnsl
REPTl31 Run Id: 3350
o o
07-01-2005 Inspecfron RequestReportng Page20
4:16 pm Vall- CO - CIU Ot -
Reouested hso€ct D!h: Tuesdrv. Julv 05.2005 ' Insocdflon Arue: JRt
SlteAddressr 600 VAL VALLEY DR VAIL
NORTHVUOODSiOO VAIL VALLEY DR # A.I.O
A,PID Inlbrmrdon
Acltultv: ltl0il-(}248 TvD€: SMECH
Comt Typ6: Occupaity:
ol|v'hr: KISFIACORP
Appllctnt FIRE l/l/ORKS HEARTH & PATO hrc.
Coilbador: FIRE l/lrORKS HEARI}I & PATIO ltlc.
Descrlptlon: INSTALLATION OF A GAS RREPTACE
Reauested lnso€cdon(sl
subl6: AMF
Phonc: 97G92&8758
Phone: 970-92&8758
Requested Tlme: I | :00 At
Phone: 3764799
Enbr€d By: LTILLMAN K
Sbtrs:
lrEp Ares:
tsst Eo
JRM
lbm: 390 ltlECHflnal
R€quosior: FIRE UIf,RKS HEARfi & PATIO, l1.lo' John
Comments: IAI{VULL CALL-liz hr nodc./John 37e0799
AsslgrgdTo: JIIONDRAGON
Acfon: _ Thme Erp:
Insoecfron Hlstorv
It6m:
lbm:
lhm:
lbm:
Item:
tbm:
tl€m:
Zfl) MECt&Rouh
310 MECFI-haUnO
315 PLMBGoS Pldm
320 tlECFl-Erhauir tloodi 3$ MECtI-SupplyAh
34O MECFMts'.
390 liEc$Flnal
REpr131 Run Id: 3376
07-01-2005 Inspectlon Request Reportlng Page 11
4:16 pm Vell, CO- Ctty Ol -
Requested lnspect Dab: Tu-esday, July 05, 2005 ' lnspeddonAre.: Gb
Slb Address: 600 VAL VALI-EY DR VAIL
600 VAIL VALLEY DR # A-I4
ArPrD lniormaflon
!(}$922!)
Reouest d lmpeedon(sl
Item: 390 MECHflnal
: &MECH Sub Actlvlty:
Consl Tlp6:
Ownor:
Applb€nt:
Cohbldor:
D€scrlp0on:
Comment
Commsnt
OccuPe rrcf
Klst-tAcoRP
CO}ICEPT MEC|-iANICAI, ltlc
COI.ICEPTMECI'IANICAL, ltlC Phon : 97()'9{9(}200
rouoh ln hor$ru sh€€t m€t l rnd snowm€lt llnes tor condo. tomodel
ROf,MDTOGREG. OFLORES
Contr.dor crlled for snowmalt Inspecdon und€r lhe plumblno permlt numb€r. clllod confsdor and b{l
nressaq€ thoy would not bc Eailng th. snowmalt fiof '2 rcaior*, ona calhd wrong p€mlt numb€r arid two ttl€
moctE-ncbl pormlt hasn'l b€Cn .pprorad yst. ltlentbn€d ther6 was a posslt lty Spy wouH bo doubl€ f€e tor
thb. - GoENCKLA
Phone: 97G94€XI2fi)
Roqu*br: COtICEPT MECMNICAL, / John
coliments: Al,UttULL C.ALL t/2 hour 1lo'0c€/376-o79!rJohn
AsslonedTo: JiilONDRAGOI.J ' Acflon: Tlme Exp:
lnspecton Hlsbrv
Requested Tlme: l0:30 At ' Phone: 376.079)
Entsrod By: LTILLIiIAN K
Item: 2fl) MECtI-,Rouoh
c6t1710f Insp€c{or: @D Actlon: tlOl,lOTlFlED
Comrn nt SEE EXIIAUST I'POO6
It€m: 31O MECFlHea0no " ADorovrd "
OS2A(X lisD.ctor: JRM ' ' Actlon: Pl PARTIAL INSPECTION
Comnr€nt IOO ' AIR TEST FOR INFLOOR HEAT ON I.FPER LEVEL OI.ILY
0F,l28lm lnsD.ctot: JRI{ Aclbn: Pl PARTIAL INSPECTIOiI
CdtIMENt SI'SN.V iELT EXTERIOR DECK TJFPER LEVEL OiILY lOO ' AIR TEST
06/29/U Inspeclot: GCD Ac{on: APAPPROVED
Comment HYDROT{CS lmFd TEST.
llam: 315 Plil&c.s PlDlm " ADDrovcd "
(Jf5l17lo4. Insiector:"@D Actbn: APAPFROVED qqtnlq|nt CdlBlt{ATtOtl CSSTA}.lD BI.ACK IRO}.|MED PRESSURE lspsl TEST.
ltEm: 3a0 MECI-l-Erha6t l-loods * ADprovd "
0817/04 lnspeclof: GCD Acllon: Pl PARTIAL INSPECTION Comm.nt ORYER DIJCT IS 52' IA,ITH 3 gYS PRO\,IDE BOOSIER FAN, BATH FAN ON 5OI FLOOR RUN
TO RIDGE VENT I.IOT APPROVED. OT.IE SATH FAN IESS T}IAN 3 ;NOT' I/VINTX'W RX
UPPER SASH OF DOUELE HTJT.IG U'NOOW. KIrcH€N VENT FROTI 4ih FLooR TI.FU 5TI
FLOOR
'{OTTTRI,
R@F.0d29O4 Insp€clor: oCD Acdon: Pl PARTIAL INSPECTION Com'a.nt BATH FAN O$I Sh FLOOR TERMIT.IATED AT SOFRT IN EOO.t1/6/O4 Inspac{or: GCD Ac[on' APAPPROVED
commrnr: ITEMS FROM $17-04 APPR.
Item: 330 l{ECFI-SupplyAlr
REPT131 Run Id: 3376
07-01-2005
4:16
liom:
Inspecdon Request
1{€m: 390 MECFI-Flnsl
REPT131 Run 3376
ffiff 'n"4ll.[F:Ell3r'n, @"
*.q,*"'lilllT"mffi: Jffr, Juryos, 2005
SlbAtfilrt||; t(xt VAILVALIEY DR VAIL
c{xt vAtL vAlLEY DR t A.l{
AED$e@lgc[
Rmuefid lnto.oiloilsl
tbm: 200 P|'"m+lnJ
ESEM.EI'E
!bm: zXt PL
: CON{CEFIiIEC}{A,I{CAL,/Jolu : Al#t $LL CJILL tiz lto|r nodc./ Jofb 37e07!B
IhIEry:
. O"O*fneovrd"
Slatn ISSIJED lmpAm: JRlt
97G!X9{nO
97O€.€{m0 llvouf. Rc,rJGH rN rflvcAs PTPTNG
R.flr.chdTlmc: l0:00Atf - Plpm: 3?EO7S
Enbtrdry LTILLilAN K
d4# {r h-&-
AEdon: Pl P RT]AL ll{tPEcllof,l
sor6; mr
{C Phom:{c Plron:
PLInHNG}FORNEWg ftAOOm
8ED,|I131 3376 Run
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LN
MEMO
Michael L. Sanner
Architect
P.O. Box 667
Avon, Colorado 81620
4 sep 90
Telephone
(303) 949-67e0
Re: Aguine Renodel Unit '14, tAt Buildlng
Northwoods Condoniniums
Town of Vail, Building Dept.atten. Mike Whittaker
Dear Mi-ke,
As per our telephone conversation today I to confirrn the following:
fTo sep o4 p90
am writin6 this le-uter
1. Existing plans for Northnoods done by the office of Fitzhugh Scott, Architects indicate steel beans supporting the roof
overhang and the cantllevered decks below. These beans occur in llne with the main exterior wall therefore the walls being
renoved at the Jrd and fourth floors should be non-load bearing
waLls and the nerv lvalls should also be non-load bearln6. ff the contractor, John Boles, should discover that the framing is different fron this he rrill contact me and I vill have an
engineer design an adequate support systerc.
2. The contractor w:ill al-so build all'nalls with elther non-com
Iunber or metal studc as per Type II construction requireruents of the UBC.
I trust that this covers al1 your concerns.
Sanner, AIA
ce: John Bolee
Slncerely
-'"'/
,.
t-lt(i I
PERMIT NUMBER OF PROJECT
rNs
THUR FRI
REQUEST
VAIL
t\ii,l t t.'oo* lr;lZ JoBNAME
INSPECTION:
CALLER
MON TUES WED AM
I
U
PECTION
" TOWN OF
READY FOR
LOCATION:. i-'. , rl al;
./1 +t-) r )\-t
PM
tl,'r 'r'
ar'u,,..{-r,'rt (ql()
SaPenoveo tr DISAPPROVED D REINSPECTION REQUIRED
BUILDING: I PLUMBING:
tr
n
FOOTINGS / STEEL D
tr
D
D
tr
tr
D
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER
FOONDATION / STEEL N
ql RAMING
tr
tr
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT
tr
tr SUPPLY AIR
n
D FINAL tr FINAL
CORRECTIONS:
DATE INSPECTOR
qsqt l ,*ril"toN REQUEST,
PERMI
DATE
T
JO
T NUMBER OF PROJEC
'o/s B NAME
READY FOR INSPECTION: MON dS' WED THUR FRI
-AM
PM
LocATtoN: t'I \l, ,.ict<lc's. (1,,s i\O h tq
CALLER
BUILDING:
tr FOOTINGS
D FOUNDATI
tr FRAMING
/ STEEL
ON / STEEL
ROOF & SHEER
PLYWOOD NAILING D GAS PIPING
NSULATION D POOL / H. TUB z-\'----'
tr SHEETROCK NAIL tr
-
n |--l
D FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
E] ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-nFl_
D FINAL tr FINAL
tr SHEETROCK NAIL
-
tr
trtr
PLUMBING:
D UNDERGROUND
D ROUGH / D,W.V.
tr ROUGH / WATER
D FINAL tr FINAL
firennoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
ome /1/ - /*,-rzz tNSPEcroR
\ -t.t...... . t \..\ \ \'=_INSPECTION
;,
TOWN OF
I
REQUEST:
VAIL I PERMIT NUMBER
DATE i,vtr.n;ac!' fi t JOB NAME
MON
CALLER Ulu
PROJECT
READY FOR INSPECTION:
LOCATION:
/---\TUES /WED/ THUR \_-{,i Ur:i ,- t \1r,.-tlu'
L)
{)
AM ,'- )\
(:[,
,, i7Y
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEE-tr ROUGH / D.W.V.
O ROUGH / WATER tr FRAMING
- ROOF & SHEEB " PLYWOOD NAILING D GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRlCAL:
tr TEMP. POWER
MECHANICAL:
o r.y.
Moue n
O HEATING
tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
INSPECTOR
PERMI
DATE
NUMBER OF PROJECT
rNStctoN TOWN OF
t
REQUEST
VAIL I
I {ct t\
TU
JOB NAME
CALLER
INSPECTION:@D WED THUR FRI - ---{9 PM READY FOR
LOCATION:
ES
+L
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
_ ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
ULATION tr POOL / H. TUB
SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr rEMP. pdrurn
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
CONDUIT E SUPPLY AIR 4
O FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
^ /-) a',/1\ ^ 7t4 ',-t r\DA-1E /( ''- ,/ ( / \) TNSPECTOR
nfrsnoe
ltye
PERMIT
DATE
READY FOR
LOCATION:
TOW .PF VAIL
NAME i -'/'
!-
lL l
.r,4"'
INSPECTI
CALLER
: TUES,D THUR PM-z \-- t,i t:J/, r t
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
D ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEEB .- PLYWOOD NAILING O GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
FINAL tr FINAL
ELECTRIGAL:
N TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
O FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
NAME
READY FOR
LOCATION:
INSPECTI
CALLER,.
TUES
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
tr BOUGH / D,W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FBAMING
ROOF & SHEEB
PLYWOOD NAILING EI GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL
E] FINAL O FINAL
MECHANICAL:
D HEATING
tr ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
D FINAL
APPROVED,Z
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
DATE /2- 7- /t INSPECTOR
The ltens below
givlng a perult
Please check off
FINAL PLUEING
INSPECTION'S
aeed to be eouplete
a flnal C of 0.
la the box provlded.
COMPTETED
before
DATE:
FINAL UECHANICAI
DATE:
I}IPROVEMEM SI'RVEY RESID. NAME:
DATE:
tl
tl
I I FINAI, BUILDING EAST SIDE: NXST SIDE:
DATE:
TEMPOMRY C OF O
DATE:
l___-,
M CERTIFICATE OF OCCITPA}ICY
DArE: l- 1 -1 (l LAI{DSCA?ING DI'E
DATE:
FILE NAI{E:
a
Project Application
Proiect Name:
Project Description:
Contact Person and Phone
Owner, Address and Phone:
Architect.Addressandphone: fvt ./ ( 3. ^ , ?-t?-AJt ?f',
Legal Description: Lol Block F iling Zone
-
Com ments:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Summary:
run #,,{#'-
Date:
Staff Approval
lf o o
I o
,\lrcit.rcr L. -){.f tlncr
Architecr
P.O. Box 66i
Avon, Colorado 8lti20
Ncrthryccds Concloyrlniurn Aesoc
600 VaiI Vattey Dr.
Val1, Coloraclo
Re: Unlt 14 A renodeL
'felephone
(303) 949-6790
5 Aug 9o
o. ^,,'$\t'-\ets
Dear Slrs,
As the alchitecr for l,ir. Aguli.re I arn requestlng
approval r'or Mr. Ag { rfs unit r.eJ:todel . {see atrache,l
dra'r'1ngs. )
0n t"he thlr,d fl ,ur an area of ] feet by 9 feet c f
tl:e e':<istirrg decr rl.ti be er:c'i Osed. The facade ,,vOulij j-.:i;<
the sa:::e as lt <ices; i-,ow r.r:ith tne sat:re windoiv and door,
siding and tr"ili bcin5 r.i;:ed.. 'IIre rei;iainin.g decx ilrruld be
unaltet'ed.
0:: tne forth floor the kitchan -r,rould be lncr,le^sed
by ti:e Earne J ft. by 9 ft. r:rae and, i,rould en,:lo;rr;ar[
of the exi.rrting deck. There *o'.iid be one a\:.rrir1g,vin,lo,,r
c,r the scut;:r vrail, /1$ ft . by Z* ft. in size. Als-. ti:c
dining rcl;r. riculS be exten,:.ed to enciose a , fL. by 9 ft.
portlOn c,f Lne deck. Tiiere i.'Oul d bs 3 double hi_irrg l,i-nCo.,is
cf 4 ft. by 6ft. siz-e and a 3 tt. door.ro.,.he reriai.rrhtg
riecir. AIl ';ir^;;ri.s anC finishea iyill natch exisii.:g
concriL-ol', : .'l i i','-11 blend into the exist.i ng; fal.rtie. lh1 s
wirl looir veli'srrrui"] ar io a ur:it t.o the er"st of l.lr. r"guirrere.
ln the sa'te bul"ldtng,
rlJe ho3e to begln rirls project as soon as posslble
and appreciate your prornpt revi_ew a.:rd a-rproval .
't;s c0Ni
ffij*.\Dtr
Sir,cereli,.--)/.-J-",1 ..i' -'U / '!t'" ';"-''- ",'L',i 1/.,11t ./.,r\ ."" g'.,1-'za,^.--.. -.---t " - "r,l
.' .jichae1. l,.u Slun;r, AIA
noa-
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