HomeMy WebLinkAboutVAIL VILLAGE FILING 5 BLOCK 2 LOT E TIVOLI LODGE_004 LEGAL.pdfTOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
ot*r"r*T oF coMMUNrry DEVEL.#^.,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW COMM BUILDING PERMIT Permit # 804-0077
Job Address: 356 HANSON RANCH RD VAIL Stafus . , . : ISSUED
Location.....: 386 HANSON RANCH ROAD Applied . . : 04123/2004
ParcelNo...: 210108242005 Issued. . : 07/1912004
Expires . .: 0l/15/2005
OWNER ITAZIER, ROBERT T. & DIANE J.O4/23/2004 PhONE:
PO BOX 1325
VAIL CO
81657
License;
CoMIRACToR LAZIER CONSTRUCTTON 04/23/2004 Phone: 970-476-55Lo
P O BOX 132s
VAIIJ CO
81658
License: 105-A
APPI-,ICAI\rr LAZIER CONSTRUCTTON 04/23/2004 Phone: 97O-476-56LO
P O BOX 1325
VAIII CO
8165 8
License: L05-A
Desciption: Town of Vail Adjusted Valuation: 7,225,258.40 Demo/rebuild new Tivoli Hotel
Occupancy Type Factor Sq Feet Valuation
Hotels and Motels Zone 3 I-FR & II-FR L49.60 43,002 S6,433,099.20
Publ-ic Garages Zone 3 I-FR 6. II-FR 72,08 10,990 i792,L59.2O
Totals. . . 43,002 57 ,225,258.40*
I'ireolace Infbrmation: Restricted: Y # of Gas Applianccs: 0
't'trt** *,t + + | ++'tt +
Building---> $28 , 333 .65 Restuarant Plan Review->
Plan Check--> S18,415.8? DRB Fe€--_-_>
lnvestigation->
will Call--->
# ofcas Logs: 0 # of Wood Pellet: 0
FEE SUMMARY aa*lrtt,t+.r*t'|:l*,!*jlr,rtt**,**:*:.'.***,t:l'l*:l*:r*'rt*r:ra:r:t**:*,r*:|*r**t
$0. oo Total Calculated Fees--> $89,755.52
SO . O0 f,eqrcatien Fee--> S43 , 002 . OO Total Permit Fee---> $89, 755. 52
SO - OO Additional Fees--->$0.00
$3.00 CIean-uPDeposit->$0.00 Payments-.-------1" $89,755.52
TOTAL FEES-> S89, ?5s. s2 BALANCE DUE----->$0.00
Action: AP
Action: COND Fire has granted verbal approval on condit
:l+ata l l * ***:| fi,ral
Approvals:Tfem: O51OO BUILDING DEPARTMEI\II
o7 /L6/2004 cdavis Action: COND Approved as noted
Prowide revised drawings addressing all comment within six weeks of permit releas,
deffered sumittal list and special inspection list is required
Item: 054O0 PL,ANNING DEPARTMEMI
07/L9/2OO4 George
Item: 056O0 FIRE DEPARTMEI.IT
o7/L6/2oo4 cdavis
all
corrections be addres
Iten: 05500 PI,BI-'IC WORKS
os/Lo/2oo4 Is
05/a7/2004 ts
Due to the issues wi.th
accepted.
os/24/2004 Is
IIEM: 05550 ENGTNEERING
o
sed prior to a framing i.nspect
Action: AP
Action: DN New Traffic Control Plan must be submitted
traffic control during the demo process. Current plan is n,
Action: AP
v
ion
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 of the Town applicable thereto.
REQUESTS FOR INSPECTION SLIALL BE MADE TWENTY-FOUR HOURS IN OFFICE FROM 8;00 AM - 4 PM.
TURE OF O R FOR HIMSELF AND OWNEF
PAGE 2
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CONDITIONS OF APPROVAL
Permit # 804-0077 as of 07-19-2004 Status: ISSUED
'}*:i:|*'}**t.**{t,*'**'}**'t***t}*******'t't*{t't'*|'|''}|{!:t'}*:|{''t|t*!t*!t*'}*!t{'*|t*{t*|:t!*1f*!|{''}'t****
Permit Type: NEW COMM BUILDING PERMIT Applied: 04n3D004
Applicant: LAZIERCONSTRUCTION Issued:07/19/2004 970-476-5610 To Expire: 0l/152005
Job Address: 356 HANSON RANCH RD VAIL
Location: 386 HANSON RANCH ROAD
ParcelNo: 210108242005
Description:
Demo/rebui ld new Tivoli Hotel
Conditions:
* * * * * + * ** t** ** ** * + ***+**t I't+ ***+ +l * *l'{' +f*** * | +*'}* * + + ** 't * +* + ** * | + * * * f+ + +* *+ * * * * + * * ****+ + ** *i*
TOWN OF VAIL, COLORADOCopy Reprinted on 07-19-2004 at 15:14:44 07/19t2004
Stateme[t
** +* * '+* * *+t * + ** +*** * * f + * ** f++* l'**** **t* +*+ **+** * *** ** + **t***** +** **f +*,1** +* * r + + ** * * * * * ** * ** *
Statement Nurnber: R040005235 Amount: $89,255.52 07/L6/200404:49 pM
Payment Method: Check Inits: CD
Notatiorr: ck #5174
Permit No: 804-0077 1\4)e: NEW COMM BUILDING PERMIT
Parcel No: 2!OLO8242OO5
Site AddreaE: 355 HNiISON RANCH RD VAIL
Irocation: 385 HAIISON RANCH ROAD
Total Fees: $89,755.52
This Payment: s89,755.52 Total ALL PmLs: $89,755.52
Balance: 90.00
** * * * * * *+ * * ** *t + * * * | + ***** ** * **+* f * *+* * ** 'i+ * ** ** * * * ** *** * ** ** *t+* * *{. *** *'}**** * * ++**f,} t *** t + *
ACCOTJNT ITEM LIST:
Account Code DescriDtion Curnent Pmts
BP OO1OOOO31111OO BUILDING PERM]T FEES 28.333.65
PF OO1OOOO31123OO PLAN CHECK FEES 3,683.37
PF 001000031i2300. PLAN CK - pnoject GFP012 14,733.50
RF 11100003112700 RECREATION FEES 43,002.00
WC OO1OOOO3112BOO WILL CALL INSPECTiON FEE 3.OO
(o
WILL NOT BE ACCEPTED tF TNCOMPLETE OR UNSIGNED
Project #:
Buildinq Permit #:
tl
N RECEIVED
nical,etqf6Z3,,*ii,
APPLICATION
MWTT OPVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR INFORMATION
General Contractor:
LPW\W dof{5fF\,cf,i oF.l
Contactand phone#'s: *1b.€bto
3qo. u zLe
BUILDING:$ +,6qc, Ooc-ELECTRICAL:$ .{r4. o@ -orHER:$ l, -59t
PLUMBfNG: $ :<f,.a a1()e.-'MECHANICAL:$ 4O,6619 -TOTAL:$ 1,OOO t @o
COMPL VAL BUILDING PERMIT r & Materials
***********#********ffiFOR OFFICE USE O N LY**"*r**********jr*****t*************
For Parcel # Contact rAssessors Office at 970-328-8640 or visit www.
P..'a,tg-e[.#zro lo6z-t4*
Job ffi: T'rvour r@&Job Address:-?6IJ'- Hn r..tSor.t RANI'C pD. vAu-
Legal Description Lot: fi Block: Z ll Filing:VA1Lvrr,r.AGf,E Subdivision: VArr- Vtr,.r-AGF.
rpJggF+"EF:ep,;.1€ rAzttuL ll {8'€'ttnss^r izatc* BD. vAru PnoBia.st ro
fl,',Ug'F38i+e / soa Address:l*fl tES,FelI, # eL:&,$g",.r.lq.++1g rffiffir< yrol@€4$d'6$rr.r"tn*r p-D.<r€ . zo4 e<e!.;[Phoneg44 .11b9
Detailed description of work.F.6la.al€ 6rtsfl^tG Bvtr-P N€d
Tivogr RTTILDTAJG
SfF;,tc*llr€.
{
WorkClass: Newy{ Addition( ) Remodel ( ) Repair( \ DemoVf Other( )
WorkType: Interior( ) Exterior( ) Both(r./Does an EHU exist at this location: Yes (F No (vf
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial 1r4(Restaurant ( ) Other ( ) Adel-
No. of Existing Dwelling Units in this building: L No. of Accommodation Units in this building: tl$
No/Tvpe of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning 1v{ L
No/Tvpe of Fireplaces Proposed: Gas Appliance= f vJ Ol?f-oqs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Ves (VI No ( )Does a Fire Sprinkler System Exist: Yes ( rJ No ( )
Date Received: ,
\\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC zlfr6*6,.t 07 n6t2002
Apr-20-2001 ll:23am From-T0ltl{ 0F
f
TOI4'N#
PrcJect Nane: Tivoli Hotel Redevelopment
Project Dercription:
Demo/rebuild new Tlvoli Hotel
E7017S2r57
o
T-385 P.00r/00r F-261
DRBNumber: DR8020404
o PmjectAddrcss: 356 HANSON MNCH RD VAIL Locadon!
Legal Desoiption: Lotr E Block: 2 Sub.livislon: VAIL UIIAGE FIUNG 5
Parcel Number: 210108242005
C.omments: See Ordinance No, 12, Series of 2003
Design Review Board
ACTION FORM
Depaftrent of Community Dadopment
75 Sorith Rontage Road, Vail, Colorado 81657
teli 970.479.213D fax: 970.479.2452
web; mrlw.ci.yail.co. us
Participantc:
OWNER LAZIER, ROBERT T. & DIANE J.11/11/2002 Phone:
PO BOX 1325
VAIL CO
81657
[i:ense:
APPUCANT LAZIE& ROBERTT. & DIANE LLtlfl/n0z Phone: 475-5510/390-191e
PO BOX 1325
VAIL@
81557
Licensei
BOAR,D/STAFF ACTION
Motion By: Woldrich Acdon: APPROVED
SeaondB$ Rogers
Voter 5-0 DateofApproval: 05/15/2003
Condltlons:
Cond: 8
(PLAN): No changes to these plans may be made wi$rout the written onEent 0f Tourn of
Vail sbft and/or the appropriate review cornmittee(s).
Cond:0
(PLqN): DRB approval does not constftute a permit for building, Please consult with
Town of Vail Building perconnel prior to consffuction activities.
Cond: CON0005318
Approved per phns dated May 15, 2003
Planner: George Ruther DRB Fee Paid: f65o.oo
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Questions? Call the Building at479-2325
Project Name:
Depaftment of Community Development
Trvour LoDG€-
Project Address:
This Cheklist must be ampleted before a Buildino Permit aoplication is
aceoted.
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
€exqd€minium AsS.,/'iatinn letter nf anf'rnv-l attaehed if prCj-Ct ic : Mr rlti-FAtr'|. e.rmplet
Complete site plan submitted f,
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaoe
allowed on roadwavs and shoulders without wriften approval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(S sets of plans for MultFFamily and
Commercial Buildings) t^€otA I 1LEL.
Window and door schedule
Full structural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
6t67
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Types and quantity of
Applicant's Signature:
Date orsubnri *r.+/Z=/O q
Received t$z '
\\Vailbatabdev\FORMS\PERM ITS\BLDGPERM. DOC ulo2t2003
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Depaftment, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Proiect Name:
oarc: Slzrrlo*
F:everyone/forms/bldperm3
EPARTMENT oF coMMUNrr" or#or"r*,TOWN OF VAIL
75 S. FRONTAGEROAD
vArL, co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEw COMM BUILDING PERMIT Permit # BM-Cf.77
Job Address: 356 HANSON RANCH RD VAIL
Location.....: 386 HANSON RANCH ROAD
ParcelNo...: 2L0I08242W5
Stanrs...: ISSLIED
Applied. . : Ul23l20M
Issued. . : Mll9l200/,-P1I;O?-O{[1 ExPires. .: }rtrstzm/s
04/23/2004 Phone: 970-475-56]-0
lu-<r-' -"\-, uo\ t
COI{I:TRACTOR I,AZIER EONSTRUCTION
P O BOX 1325
VAII, CO
81558
I-,icense: 105-A
APPLICANT LAZIER CONSTRUCTION
P O BOX 1_325
VAIIJ CO
81_658
L,icense: 1.05-A
OWNER ITAZIER TIVOLT IJLC
385 HANSON RANCH RD
VAII-,, CO
81557
04/o7/2005 cdavis
Item: 05400 PLANNING DEPARTMENT
07/t9/2oo4 George
oL/26/2oo5 ceorge
revisions
submitted L/L4/05
Item: 05500 FIRE DEPARTMEIiIT
o7 / 1,6 / 2oo4 cdawis
Phone:
Desciption: Town of Vail Adjusted Valuation: 7,225,258.Q
Demo/rebuild new Tivoli Hotel
Occupancy fype Factor Sq Feet Valuation
Hotels and Motels Zone 3 I-FR & II-FR 149.50 43,002 $5,433,O99.2O.Erublic Garages Zone 3 I-FR & II-FR 72.05 10,990 5792,L59.20 Tota1s,.. 43,OO2 97,225,258.40*
Fireplac€ InforEtion: Restrict€d: Y # of Gas Appliances: 0 # ofcas Logs: 0 #of Wood Pellet: 0
ttt*{rt*******'}*t++,t ********+++{.'***t*****+ttt+tt*****t*1,t+l|tt,t*****r:i+r FEE suMMARy
:t t1.tt* i.*t * tt+'|*,i:t**** ***:tt +tit****+:!:f&t+a* 't'tlt*dr{.:*:}rt+:t't't't:t**.t)t
Building--- > $28,333.65 Restuarant Plsn Revicw- >
Plan Check--> S1s,416.8? DRB Fee------------- >
s0. 00 Total calculat€d Fe.€s-- > s90, 075. 52
S0 . oo Additional Fees-----* >s0.00
Investigation- >
wilt cdr----->$3.00 Clean-upDeposit*---->
TOTAL FEES---------- > S90, 075. s2 BALANCE DUE-------- >$0.00
04/23/2004 Phone: 970-476-s67.0
$0 . 00 Reffeation Fee-------- > 943 , 002 . 00 Total Permit Fee----- > S90, 0?5. 52
$0. 00 Payrnenrs---------- > $90, 075. 52
Actsion: AP Revised Drawings dated 3/28/05 approved
Action: AP
Aetion: AP Approval of mechanical and electrical
Approvals:
IIEM: O51OO BUII-,DING DEPARTMENT
07/t6/2o04 cdavis Action: CoND Approved as noted
Provide revised drawings addressing all comment within six weeks of permit
release, A
deffered sunittal list and special inspection list is required
Action: coND Fire has granted verbal approval on
condition that alt
corrections be addres
Item: 05500 PIIBLIC WORKS
0s/Lo/2oo4 Ls
05/L7 /2oo4 ts
framing
New Traffic Control Plan must be
o
inspection
submitted.
Due to the issues with traffic control during the demo process. Current plan is not accepted.
os/24/2004 Is Action: AP
IIEM: 05550 ENGINEERING
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 firll 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 ordinancps 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.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY AT 479-2149 AT-OUR OFFICE FROM 8:00 AM - 4
PM.
CTOR FOR HIMSELF AND OWNEF
o
sed prior to a
Action: AP
Action: DN
PAGE 2 **'i*:t:F**********:t*,t i'i****:t *****'s*!r****:*:t:t't(:*:t******,f !t:i***********,t+*:t*******:t*:r************!t***:t*!t***r!***
CONDITIONS OF APPROVAL
Permit # B04-n77 as of 04-13-2005 Srar.rs: ISSUED
**rr******'t*******rr****'s*,trt't*******!t***,t,i*****{.!ttt*****{rt******rt******+{3r}***rtrtrt****i,}****,f **!t****:tr,tr**{.**{r*
Permit Type: NEW COMM BUILDING PERMIT Applied: 04t23t2W
Applicam LAZIER CONSTRUCTION Isstred: O7lL9l20f4 97O47G5610 To Expire: 0ttt5t2ffi5
Job Address: 356 HANSON RANCH RD VAIL
Location: 386 HANSON RANCH ROAD
Parcel No: 210108U2m5
Description:
Demo/rebuild new Tivoli Hotel
Corditions:
'|'f'ft''t*lf+'l*{rtl.l'*{r**f++*******r**f*+*******a+*f++**********f++*r***lr***tt+a'}*****t+++t******
TOWNOFVAIL, COLORADO Sratement ****f++**********f++**********+++****tt****+++**+at****tt+***+f,*+*++tt****tt***+*+t***t**f++
Statement Number: R050000326 AmounL: 9320.00 oA/t3/ZOOSOg:59 AM
Pa)ment Method: Check fnit: DDG
Notation: IJazier Tivoli
10 93
Permit No: BO4-0077 1)4)e: NEW COMM BUILDING PERMIT Parcel No: 27OLO8242OO5
Site Address: 355 IIAIISON R;NiICH RD VArL
L,ocation 3 385 IIAIiISON RiNiICH ROAD
Total Fees: $90, 075 . 52 This Pa)zment: $320.00 Tota1 ALIJ prnta: $90,075.52 Balance: $0.00 ****'l*f**l******f**tf+'l***+'l*|'**f*********l++l***f{.**'t+*+*********f**********l+****f**t+*+**
ACCOI-INT ITEM LIST:
Account Code Degcription Current PmtE
PF OO1OOOO31123OO PLAN CHECK FEES 320.00
TOWN OF VAIL
75 S.FRONTAGEROAD
vArL, co 81657
970479-2138
t N{^
odt
oo
DEPARTMENT OF COMMUNITY DEVELOPMENT
Monetfl, .- Rnfti,c tl/DletS Y f-32
THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NOTE:
CONTRACTOR I,AZIER CONSTRUCTION
P O BOX 1325
VAIIJ CO
81658
License: 105-A
APPLICA}IT I,AZIER CONSTRUCTION
P O BOX 132s
VAIL CO
81658
License: 105-A
OWNER I,AZIER T]VOLI LLC
386 HANSON RANCH RD
VATL, CO
81657
NEW COMM BIIILDING PERMIT
Job Address: 356 HANSON RANCH RD VAIL
Location.....: 386 HANSON RANCH ROAD
ParcelNo...: 210108242005
Permit # 804-0077
Status...: ISSI-IED
Applied. . : 04/23/2004
Issued. . : 07/19/2004
Expires. .: 0lll5/200s
04/23 /2OO4 Phone : 97O-476-s61-0
04/23/2OO4 Phone : 97O-475-56L0
Phone:
Town of Vail Adiusted Valuation: 7.225.258.40 Desciotion:
DemoTrebuild new Tivoli Hotel
Occupancy
Hotels and Motels
Public Garages
Fireplace Information: Restricted: Y
Building--->
Plan Check->
In!€stigation->
Will Call-->
Sq Feet Valuation
43 , OO2 $5,433 ,099 .2O
10, 990 $792 , L59 .20
43 , OO2 $7 ,225,2s8 .40*
# ofcas L,oss: 0 # of Wood Pellet; 0 # of Cas Applianc€s: 0
$28, 333 .65 Restuardnt Plan R€vi€w->
$18, 416 .87 DRB Fee-------_-->
$0.00 RecreationFee---->
S3 . 00 Clean-uP DeFsit->
TOTALFEES -
Type
Zone 3 I -FR
Zone 3 I -FR
Totals...
& II-FR
& II-FR
Factsor
I49 .50
72.08
:t'l:l'l*,lr:rat**a*'l*trtl******ttaa******r*ta**!t+**,;,tt'|****,*:t*ttt,l***tt**l FEE SUMMARY
s0-00
$0. 00
$43, 002 . 00
$0. 00
$90, 07s . s2
Total Calculated Fees->
Additional Fees -
Total Permit Fe€---->
$90, 07s. s2
$0, 00
$90, 0?s. s2
755.52
07/L6/2oo4 cdavis Aetion: COND Approved as noted
Provide revised drawings addressing all comment within six weeks of permit release
deffered sumittal list and special inspection list is required
04/07/2005 cdavis
ftem: 05400 PI-,ANNING DEPARTMENT
o7/L9/2004 ceorge
OL/26/2O0s George
submit.ted t/L4 / os
Action: AP Revised Drawings dated 3/2s/O5 approved
Action: AP
Action: AP Approval of mechanical and electrical revis
o
PMENT
o
DEPARTMENT OF COMMUNITY DEVELO TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW COMM BUILDING PERMIT Permit # 804-0077
Job Address: 356 HANSON RANCH RD VAIL Status . . . : ISSUED
Location.....: 386 HANSON RANCH ROAD Applied. . : 0412312004
Parcel No...: 210108242005 Issued. . : 0711912004
Expires . .: 0lll5/2005
CONTRACTOR T,AZIER CONSTRUCTION 04/23/2004 Phone: 9'7o-476-55Lo
P O BOX 1325
VAIL CO
I r.558
License: L05-A
APPLICANT I-,AZIER CONSTRUCTIoN 04/23/2004 Phone: 970-476-5610
P O BOX 1_325
VAIIJ CO
816 58
License:105-A
OWNER LAZIER TMLI LLC Phone:
386 HANSON RANCH RD
VAIL, CO
6l-t) 5 /
Desciption: Town of Vail Adjusted Valuation: 7,225,258.40 Demo/rebuild new Tivoli Hotel
Occupancy Type Factor Sq Feet Valuation
Hotels and Motels Zone 3 I-FR & II-FR A49.5O 43,OO2 $6,433,O99.2O
Public carages Zone 3 I-FR & II-FR 72.OA 10,990 9792,L59.2O
Totals... 43,OO2 57,225,258.40*
Fireplace Information: Restricted; Y # of Gas Appliances: 0 # of Gas togs: 0 # of wmid Pellet: 0
a*.r r l. *:l*,1* * * *,* r * r * * * * * * * * * * * * * **
Building---> $28, 333 . 55 Restuarant Plan Review--> $0 . 00 'fotal Calculated lfees-> S90, 075 .52
Plan Check--> $18, 416. 87 DRB Fee----------.-._> $0 . 00 Additional Fees-----> $0 . 00
Investigation-> $O . 00 Recrcation Fee------> 943, 002 . 00 Total Permit Fee-----> $90, 0?5 .52
Will Call----> $3 . 00 Clean-up Dsposit--> $0 . 00 Payments----------> $89, 755 - 52
TOTAL FEES____-> S90, 0?5. s2 BALANCU DUE-____> 9320 - 00
Approvals:Item: 05100 BUILDING DEPARTMENT
07 /L6/20O4 cdavis Action: COND Approved as noted
Provide revised drawings addressing all comment within six weeks of permiE release
deffered sumittal Iist and special inspection list is required
Item: 05400 PLANNING DEPARTMENT
07 /L9 /2004 George Action: AP
0I/26/2005 ceorge Action: AP Approval of mechanical and el-ectrical revis
submitted L/L4/05
Item: 05600 FIRE DEPARTMENT
07/L5/2004 cdavis
all
corrections be addressed prior to a framing inspection
It,em: 05500 PUBLIC WORKS
05/L0/2004 lB
os/L7/2oo4 1B
_Action: COND Fire has granted verbal approval on conditi
Due to the issues with traffic control during the demo process. Current plan is no
Action: AP
Action: DN New Traffic Control Plan must be submitted-
Action: AP
accepted.
0s/24/2OO4 ls
Item: 05550 ENGINEERING
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 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 ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM E:00 AM - 4 PM.
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
PAGE 2
permit# 804-0022
coNDITIoNSoFAPPRovAL
as of 04-06-2fi)5 Status: ISSUED
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Permit Tlpe: NEW COMM BLJILDING PERMIT Applied: 04/23/2004
Applicanf I-AAERCONSTRUCTION Issued: 07/1912004
970476-5610 To Expire: 0lll5/2005
Job Address: 356 HANSON RANCH RD VAIL
I-ocation: 386HANSONRANCHROAD
ParcelNo: 210108242005
Description:
Demo/rebuild new Tivoli Hotel
Conditions:
i
TRANSMITTAL
TO:
COMPA]TTY:
ADDRESS:
RD:
Charlie Davis
Town of Vail
75 S. Frontage Road
Vail, CO. 81657
Tivoli Drawings
FROM:
DATE:
JOBNAME:
JOBNTIMBER:
CC:
Mike Foster
3-29-05
Tivoli Lodge
23r7e.09
Bob Lazier
=t F3 E
=n
C.r9
l-r
N)o o (tl We are sending via Drop off
El Attached tr Originals
E Under separate cover tr Prints
E Copy of letter
E Shop drawings
I Specifications
I Change Order
E Other
tr
hitecture / Struct.
iDESCRIPTION
I Resubmittal of permit documents for Tivoli. Arc
i
I
:
:
t-
:
i coPrES -*"r DArE -
' 2 starnoed s"tr -
!l
I
il
:
I
j
;.
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tl l,
E For review and cornment I For approval I For your information I For your use I As requested
Charlie,
Here are the sets for documents that you have been waiting for.
Please let me know if you have questions or concems.
Thank you,
Mike
1434 Spruce Street,Sui te I10, Bould €!, CO 80302
f,ESOTjT DESTGN
E
ASSOCIATES
ohone:303.449.4433 fzx:3O3.449.3366 emai l: in fo@ Re sortDesign.com rvww.ResortDcsign.com
o n U
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N t n SULTIN
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GARY GOOOELL, C.B,O,
TNSpECTToNS r NATUML HA'ARD' MrTrGAroN . r**ilnlbojlo*toRE;;tll:t-:33^t:.'rl5i[ffiru38:ilF3
o PARTNERSHIPS FOR SOLUTIONS
Wednesday, June 30, 2004
Chadie Davis
Chief Building Offrcial
Town of Vail
75 S. Frontage Rd.
Vail, CO 81657
Re: Complete comments on written responses to TivoL Lodge second review
Dear Chadie:
Goodell Consulting has reviewed the writtcn responses to the second review of the Tivoli Lodge proiect. -Ihese
responses were received from the applicants via e-mail on Thursday, June 24,2004. It is understood that these
written responses are an attempt to address all of the previous revicrv commcnts prior to submitting two complete,
indexed sets of revised drawings for final review. The comments bclow will address only the items that it is felt
require discussion, apptoval by you as thc chief building of{icial or other revisions to be included on the next plans
submittal.
ARCHITEGTURAL:
6) Membrane- and through-penetration firestops. The proposal to employ a single specialist firestopping
subcontractor is a good one, and is highly tecommended. As evidenced by the deaths in the MGM Grand and
other fires, firestopping to prevent the passage of smoke thtoughout the building is an extremely important issue,
especially for tesidential occupancics, and, as noted by the applicants, doing it propetly is complex and difficult. A
general note should be addcd to the plans indicating, much as in the ltDA response, that all firestopping methods
will be in conformance with the applicable code sections. In addition, if the procedure proposed is acceptable to
you as the chief building official, the proposed provisiotr of fuestopping detqils at a latet date must be added to the
list of deferred submittals. Reference UBC Sections 706,709.6,709.7,710.2,770.3 md. 106.3.4.2.
9) Fire-tesistive wall assemblies.
Coridot walls: Note that UL #451, although it is acceptable as a 1-hour fue-resistive wall assembly, is a
proprietary asscmbly and requires the use of specific brands of Ul--listed materials.
Shaft walls: The fust description and UBC reference appear to be regarding floot-ceiling asscmblies, not vertical
shaft walls. The second refercnce, to UL assembly #438, is an approved 2-hour fue-resistive shaft wall assembly.
Demising walls: The "8" of concrete planks and 3" concrete topping" description appear to relate to floot-ceiling
assemblies. Refering to the 6/22/04 Prebis memo, 6"- to 8"-th-ick precast concrete panels are described as
meeting or exceeding the 1-hour fue-resistancc requirement. 'Ihe second tefetence, toUL#451, is acceptable.
Exteriot walls: Same issue as above regarding 8" plus 3" of topping description. Per Prebis memo, 6"- to 8"-thick
precast panels meet requirement for 2-hour fue-resistive consttuction. GA file No. WP8205, a propdetary
assembly, is acceptable for steel stud areas.
Roof-ceiling assemblies. Please speciff an apptoved l-hour fre-rcsistive roof-ceiling assembly. This will bc
discussed fiuther under item #16 below.
o
door handles hardware for "A" occupancies (or any exits serving "A" occupancies) and
included on the construction drawings ptior to the release of a firll permit.
Charlie Davis, Tivoli Lodge,June 30,2004,page 3 of.4
. This inforrnation must be
STRUCTURAL
1. 'l'he revised drawings have not been reviewed at this time, but, if the items in the response letter arc addressed,
along with the following comments, the strucntal plans should be able to be approved.
4.a. The stepped footing must occur at the panel joint for the precast wall, which is not shown. This is acceptable
since the ptecast drawing will be included.
4..b. Please provide details for tlese instances. A note should also be added to the struchriral dtawings to, as stated
in the response, inform the contractor of the need to coordinate all below grade utilities with footings or precast
Foundation walls.
7. Please add the ICBO repot number to the plans.
8. This is acceptable since the precast drawings are to be included in the construction dtawings.
10. The calculations w'ill need to be reviewed . Please make sure that both wind and seismic are addressed.
11. Same as number 8 above.
72. Per a telephone conversation with thc enginect, the beams supporting the precast items have been redesigncd
by the precaster, and this, and also the roof beams, ate acceptable.
13. This item will be checked by RISA or STADD and, if the result is different than notcd in the responsc, the
drawing will be retumed for additional revision and review.
14. Same as number 8 above.
15. Same as number 8 above.
17. Please state this in the calculations and show both reduced and unteduced live load.
18. Same as number 8 above.
23. The lateral load calculations have not been checked to date due to thc IRC versus UBC issue. With the revised
submittal, all itcms will be checked for minimum UBC requirements.
24. Samc as number 8 above.
25. Please make sure that the calculations ate includcd as noted in the written responsc.
27. Same as number 8 above.
30. This is acceptable. Please make sure that precaster deails and calculations ate noted in the drawings and
calculations. Plcase also refer to items 14 and 15.
MECHANICAL
If the items discussed in the written comments are properly incorporated into the construction documents, it is felt
that the plumbing and mechanical plans should be able to be approved for construction.
ELECTRIGAL
General:
1) There was no previous written response addressing the Frst submittal review comments. The sccond submittal
is incomplete and does not addrcss all of the original conrments.
Sheet E1.1:
8) d) This information must be officially incorporated into the construction &awings and specifications.
9) P-4 shows on the pump schedule on Sheet Ml.0 of thc mechanical &awings as a 7 /4 horsepower hot water
rccirculating pump, and, if it is to be part of the installation, should be includcd in the appropdate panel schedule.
Sheet E3.0:
10) The response is not acceptable. The construction drawings should be complete and show all anticipated loads
and circuitry. If revisions are desired during the construction process, these may bc incorporated through
addendums submitted to the Town of Vail.
Sheet E3.l:
12) Sce item #10 immediately above.
ELECTRICAL LOAD CALCUI.ATIONS:
General comments:
14) "If non-hotel unit space continuous loads have a demand factor of 125oh," this needs to be shown on the plans
and in the calculations.
Charlie Davis, Tivoli Lodge,June 30,2004,page 4 of 4
Fault cufient calculations
'"The proprietary program we utilize for short circuit calculations takes the NEC into account for all AIC values
computed. Consequently, we believe that the electrical equipment will be rated to withstand the maximum fault
current."
The "propdetary prograrn" used is the Bussmao Point to Point method discussed in our electrical comments in
response to the second submittal. The latest fault curent calculations are not correct and do not demonstrate that
minimum electtical code requirements are met.
This concludes the responses to the e-mails received on June 24. If the correcdons noted above, along with the
soon-to-be-forthcoming structural items, are propedy addtessed and incorporated into a single set of indexed plans,
these plans should be able to be approved for construction. In addition, tlere ate a number of items, as noted
above, that require interpretation or approval by you as the chief building official for the Town of Vail. If you
should have questions ot need additional information, please contact me.
Very Truly Youts,
Gary R. Goodell, C.B.O.
Goodell Consulting
GRG:gtg
oo
14033.N0RTH KENDALL DR|VE . FoUNTAIN
!:t,ril.ffijrt;ffiX11ur
. (480) 837-5548 . CELL (480) 213-0017 .
Charlie Davis, Tivoli l,odge,June 30,2004,page 2 of 4
10) Column protection. Item number 7-7.2 from UBC Table 7-A is acceptable. In addit-ion, concrete columns as
discussed under item 2 of the 6/22/04 Prebis memo are acceptable.
11) Sheet BC-l. '0ilithout actually seeing the revised plans, cxtending the rated corridor to the south is acceptable
so long as the cxit discharge extends to the public way. Iteference UBC Section 1006.1.
16) Sheet BC-6. This discussion of the required ratings for the roof covering and the roof-ceiling assembly is felt
to bc generally accuratc. Two itcms remain:
a) Listed roof-ceiling assembly. Please idcntify the approved 1-hour fuc-resistive toof-ceiling assembly
that is to be used and detail it on the drawings. It is important that the assembly that is identificd either "stands on
its own" regardless of the roof covering used or tlat it is specifically approved for the type of roof covering that is
being used.
b) Other combustible materials. As noted in Tom Meyer's discussion of item #16, different building
officials view the tJpe of shcathing used in different ways. The UL Class A listing for the EcoStar Majestic Slate
shingles includes the use of 15/32" plpvood in both of thc tested assemblics. System No. 1 also includes t/;' rnjn.
G-P Gypsum Dens-Dcck. T'he assumption can be made that System No. 1 would not have been included in the
testing unless this type of installation is intcnded for higher typcs of noncombustible construction. It is
recommended that System No. 1 bc used in dris building of Typc II-F.R. construction. Ultimately, the allowance of
the use of fre-retardant treated plywood in the roof-ceiling assembly is felt to be an interpretation and decision for
you as the chief building offrcial.
18) Vapot bariers. It should be noted that "Tryek Commercial Wrap" specified in the response to this item is
designed for appLication to the exterior side of exterior walls. If vapor barriers are to be installed on the warm
fteated) side of extcrior walls and ceilings, they must also meet the requirements of UBC Section 707.3.
20) "Fite-retardant plywood." See discussion under item #16 above.
26) Access to spas. It is unclear as to rvhethct the openings labeled "I" on sheet A3.1 are intcnded to bc windows
or doors. They are labeled as windows and included in thc rvindow schedule on Sheet A9.0. If they are doors, and
are sized, arranged and eq'''ipped with thrcsholds mceting ANSI A117-1992 requirements, they may be used to
provide accessibility to the spa atca. Although UBC Section 1103.1.9.1 does not specifically mention "spas," it does
state that at least one of each type of all "recreational facilities" shall be accessible. The provision of a transfer lift
to one of the spas is acceptable if approved by you as the chief building offrcial.
35) #104 Ski Locker. Permitting this room to not be accessible as an area used only by staff is acceptable if
approved by the building offrcial.
48) Stair #3. The discussion by Tom Meyers has bcen reviewed. 'I'he proposal to enclose the stair as required for
a 1-hour corridor is acceptable, also considering the fact that the fifth story is to havc a lower number of occupants
than the other floors, the building is fully sprinklcred and the concept of permitting one stair to bc unenclosed if
connecting to only one adjacent floor continues to be permitted in the 2003 Intcmatiooal Building Code (IBC).
50) Premises identification. Note that the proposed method of utilizing the existing Tivoli Lodge sign should
include an address number as rcquired by UBC Section 502 and be apptoved by the Fte Department for emetgency
fesPonse PurPoses.
51) Sheet A10.0. Note that all hardware must meet fire and life safety requircments as well as ANSI A117 -1992
requirements for persons with disabilities. This includes hardrvare itcms such as self- or automatic closers, paruc
cERilFTED :lhl"l.r ,t5
Grand Junction, CO 81506
(97O) 245-7757
MfurnoaD
/t
Date 3/?_{ /oa
LETTER
1083
*o."rfuT I EAm*a
tnj s 0.*9g 9::-? lelq 6 -TlGu sT*.{o G
t gs) tNp-rs"\ sv s l- \ Ge e^b-a u\A*E- wp Aje.,ll
A C-o,,'p lsT- Fepo'e=T lTo €o LLo;.;
3/c 1 oe 3,/z {
LJ Please reply E/tto repty necessary
s/2L/07
Town of Vail
Attn: Leonard Sandoval
1309f,lkhorn Drive
VaittO 81657
Leonard,
Per our previous conversation regarding the sign and drainage for the Tivoli Lodge, I am requesting that
bond amounts submitted during the construction of the Tivoli be transferred to accounts for the above
mentioned projects. The amounts that I have recorded as held by the Town are as follows:
Check#2274 LO/71/04
Check#2042 7lzUM
s3,80o.00
54,460.00
The sign should be completed within the next six weeks. The drainage will be addressed once a plan has
been designed and accepted by the Town. Please forward this information to Charlie Davis with
Community Development, as he needs this information to Bive us our CO.
lf you need any additional information, please contact me. Thank you for your assistance.
Best ;t regards, ,AtWJ:l-
Mou lton
386 Hanson R"".h R.r"J . V"il, Col""ado 81657 o Phone: 970\476-5615 . F"*' (970) 476-6601
Ed
o 804ry11 o
fil Series 9530 3+lirrg manual revolvirp &or
;lt Round drum (7-O'inside dia)ln$r lrrrrrrrrr I
rssl
--T-"1-
7-O lnside dia.
'm
*tiffi ffi{il.l*?ffi[*or*ns
ooor O
r'-g lniOo dlr.
I
\ ,,,,--.1. /
235 1_:l
E( hert art afew gcctionrfi'on IBC 2003
t00t.1.3.1 Rerclving dmn'
Rcvolving doors slrall couply with the following:
i . ;a ;";MrU d"* s5"i1 L .apabt" of collrysing into a hnt6old position with prallel egess
p*trs ptrovidiqg ur Agr€gas wi&hof35 inchcs (91{ nn).
For til: I ioch = 25,a mm, I foot = 3O{.t nm-
1008.1 .3.1. I Egress comPo*at
A revolving d; used as a compomrt of a mean of cgrccs shalt cmply wiih Sectbn
100t.1.3.1 and tbc followingthrcc cuditions:
l. Rcvolving &on statl noito gircn crcdit for mqc 6m 50 Pstp€nt of thc requird egress capacity'
Z. r'-'h lwolving dffi cttlt be credibd with no mort tban a 5O'pcrsoo capasity'
l. gri $vokid door lhslt bs caprHc of bciag collapced uilm a fupE of rpt rnop than 130 potnds
(57S N) is ryplicd wiffrin I incb (76 mm) of the orrer cdgc of I wlng.
1m8.1.3. 1.2 otb tho 4rcrr oonPdsd.
A rwolving door rscO rr other ttran a coflPoocd of t 11cNss of cgrcrs sfirll cqly with
Scction | 00S. 1.3.l. Thc oltaping forrc of a rswtvitrg dmr mt uscd rs a arryt of a rneans of
egrc$ ihell not bc rnolt thio ltO pounds
lg/25/ztsffi L4:.2t 9709494654 r'tlRtE I h€tGLL
Pages (iDcluding rarrrminal) :
-.t
Telc,phone
Fax
Prcjectt
4o't#'+ur\
Monroe & Ncwell Englneers.Inc.
Avon Oftrce
70 Bcnchmerk Rord, Suite 204
PO Bor 1597'Amq CO t1620
(970) 94$fl6t Phone
(czo) 949-{054 Fer
avon@rnooroenerttlcon .
FACSIMILE TRA}.ISMTTAL LETTER
PAGE 61
I a fq T'.t fn #t {t
lv{onroc GcNcrdl Et E|ar.
Sr€ralti&Er ra. atr.rr Etb
Date:
Attention
Company
Tclqphone
Fax
From
Subject
Eoclosed:
Message:
-l'toul
ll#. i6 en"s s{r,rr1 Y1 RnmuDv
crn\tSs,g^cb"aff&iJsuindicecdsrcrctroti&'"d'r
200t ?Unm Sysmr
Thc Colm& Chatcr of
Tlrc A qi.n lru nfl! of Alltfr*U
rrnrlr.mmrocjr.rsrcllcon
Dcarm, Vei[ rlul Dilon Officcr
tP,. \F tr6 sr 12
ffi{m
Goodel-1 Consulting
14 033 North KendaII Drive
Fountain Hill-s, AZ 85268
(480) 837-5548
Pl-an analysis based on
the 199? Uniforn Buil"dinq Code
Project Number: B04 -0 07 7
Project Name: Tivofi Lodge
Address: 386 Hanson Ranch Rd,
Occupancy: R1, 53,A3f B
Construction: II-FR
nrf6.
Vail-, CO 81657
Contractor:
Architect:
Fh^ i n66-.
Report By:
May 16, 2004
l:a z ier Construction
Michael E. Foster
Peter Dona]d Monroe
Gary Goodell
NOTE: The code items fisted in this report are not
complete l-isting of al-1 possible code requirements
It is a quide to seLected sections of the code.
Report created using Plan Analyst software by b w &
Portions of the material contained in this prog.ram
from the Uniform Building Code with the permission
Internationaf Conference of Buildinq Officials.
intended to be a
in the 19 97 UBC.
a. (719) 599-5622
a ro ronrnrlrrnad
of the
NFPA 13 sprinkler system throughout the building
Sprinkler svstem used for aflowabLe area increase -- Sec. 505.3
S EPARAT ION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Public way 42.0 Feet 22.0 Feet
EAST Pub1ic way 52.0 Feet 27.0 Feet
SOUTtt Property line 4.0 Feet 4.0 Feet
WEST Property line 2.0 Feet 2.0 Feet
Al-lowable area increased 27.5E for open area on 2 sides.
-- Sec. 505. 1
EL NAME occ MAX FLR AREA ALLOWED RATIO STATUS
5 f5UU E.tevat'or !oyer
5 *501 Stair #2
5 #502 Stair +3
5 #503 Bob's Office
5 #504 Penthouse
5 #505 Ext Balcony #1
5 l*506 Ext Balcony #2
5 #507 Ext Balcony #3
5 #508 Ext Balcony 4
5 Stair #2 Vestibul-e
TOTAL FOR FLOOR
4 #400 Corridor
4 Room #401
4 Room #402
4 Room #403
4 Room #404
R1
RI
Rl-
I1-L
RI
R1
R1
R1
R1
R1
R1
R1
R'I
t(l
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
0
0
0
0
02
0
0
0
0
0
04
0l-
01-
0
0
0
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
96
165
LZO
300
2'726
150
205
325
zLo
45
4354
t2't5
675
463
439
439
114368 0.
114368 0.
11-4368 0.
114368 0.
114368 0.
114368 0.
114368 0.
l-l-4368 0.
11,4368 0.
114368 0.
1r4368 0.
114368 0.
1l-4368 0.
114361 0.
114368 0.
114368 0.
4 Room #405 4 Room #406 4 Room *407 4 Room #408 4 Room #409 4 Room #410
{ KOOn tqrr
4 Room #412
4 Roon #413
4 Room #414
4 Room #415
4 Room # 416
4 Room # 417
4 Room #418
4 Room # 419
4 Room #420
4 +421 Stair #l-
4 *422 Stair #2
4 #s 4'1,7 / 4l-B Foyer
4 +423 Stair #3
TOTAL FOR FLOOR
3 #300 Corridor
3 Room # 301
3 Room # 302
3 Room # 303
3 Room # 304
3 Room # 305
3 Room #306
3 Room # 307
3 Room # 308
3 Room #309
3 Roon # 310
3 Room #3LL
3 Roon # 312
3 Room # 313
3 Room # 314
5 KOOm t5r3
3 Room # 316
3 Room # 317
3 Room # 318
3 Room # 319
3 Room #320
3 +321 Stair #1
3 2nd #321 Stair #2
TOTAL FOR FLOOR
2 #200 Corridor
2 Room #201
2 Room #202
2 Room #203
2 Room #204
2 Room #2 05
2 Room #206
2 Room #207
2 Room #208
2 Room #209
2 Room # 210
2 Employee Un j-t #211
l-l-4368 0.0 ok
114368 0.0 ok
l-14368 0.0 ok
11,4368 0.0 ok
114368 0.0 ok
11-4368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0. 0 ok
114368 0. 0 ok
114368 0. 0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.09 ok
114368 0.01 ok
rl-4 368 0. 0l- ok
l-14 368 0. 0 ok
114368 0.0 ok
Ll-4368 0.0 ok
114368 0. 0 ok
114368 0.0 ok
1l-4368 0.0 ok
114 368 0. 0 ok
114368 0.0 ok
114368 0. 0 ok
LL4367 0.0 ok
LL4367 0. 0 ok
114 368 0. 0 ok
114368 0. 0 ok
114368 0. 0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
l-l-4368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
LL4367 0.08 ok
114368 0.01 ok
114368 0.01 ok
114368 0.0 ok
l-l-4368 0.0 ok
114368 0.0 ok
l-l-4368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
114368 0.0 ok
R1
KI
t(l
R1
RL
KI
R1
KI
11I
RI
R1
R1
I\I
t(t
R1
RL
RL
Rl-
Rl-
Rt
R1
R1
I(I
R1
RL
t(_L
t(,L
RI
K1
RI
ltr
R1
r\-L
rlt
t( t-
RI
r( t-
rl'l_
I\ J-
I\t
11I
R1
I\ J-
rI'l-
R1
!t _t
I1l_
11._!
11.I
RL
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
439
439
439
384
388
388
ZIJ
2't9
5J /
351
J51
Jf,I.
525
362
420
L71
1b5
60
LZO
98't 4
134 0
424
424
424
424
424
424
406
406
406
265
265
J5 t
330
J5U
JJU
52r
448
376
zJ I
177
t-of,
9618
LttS
615
424
424
424
424
424
424
406
406
406
514
2
2
2
2
2 Room #216 2 Room *27'7
2 Roorn #218
z t(oom tzrJ
2 +22O Changing Room
2 +227 Stair #2
2 *222 Stai.r #1
TOTAL FOR FLOOR
1 #100 Corridor
I *7O2 Workout
I *104 Ski Locker
1 #105 VestibuLe
1 #106 Stair *2
1 #108 Conference Room
1 #f09 Two Toi.l-ets
1 # 111 Entry
7 #L12 Lounge
1 # 114 Office
1 cuest Room # 101
1 cuest Room * 102
1 Guest Room #103
1 #116 Stair *1
1 #117 Office
1 # 118 Business Center
1 # 119 Meeting Room
L 2nd # 100 Vending
1 Ski Drop Off
L Hall G Toifets
TOTAL FOR FLOOR
81 *001 Laundry
81 #002 Chiller Room
81 *003 Mechanical Room
B1 #004 Electri-cal- Roon
81 #005 Efevator Eqpmnt
81 *006 Elevator Lobby
81 #007 Stair #1
81 #008 Spa Equipment
81 #009 Storage
81 * 010 Employee Room
81 #01"1 Stair *2
81 # 014 Ernployee Restrm
81 Parking Garage
TOTAL FOR FLOOR
BUILDING TOTAL
-- Sec. 504 and Table 5-B
The actual height of
The maximum heiqht of
Room #212
Room #213
KOOn *Zt4
Room #21- 5
114368 0.0
114368 0.0
1r.4368 0.0
114368 0.0
R1
t(t
R1
R1
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
537
330
330
330
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
R1
R1
R1
R1
R1
R1
R1
AJ
B
B
A3
A?
A3
B
AJ
B
B
R1
R1
B
A3
B
B
B
B
B
B
B
B
B
B
B
-.]
S3
B
E'
B
S3
B
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.08
0.01
0.0
0.0
0.0
0.0
0.01
0.0
0.01
o.02
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.08
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.06
0. 07
0.28
321 114368
448 114 368
376 114368
29't 114368
104 114368
L17 114368
1-65 1t-4368
9641. 114368
884 11-4368
522 r526t8
s04 15261-8
120 114368
165 1t-4368
7052 114368
118 152618
It32 114368
1897 114368
104 152618
108 L526L8
348 114368
348 114368
348 114368
294 152618
I77 114368
420 152618
81 152618
494 r526L8
72 r526L8
98 ].52618
229 I526L8
9515 124331
324 1-52618
282 152618
339 r526L8
60 152618
64 t5261.8
18 0 1.526L8
1_77 152618
185 152618
105 152618
208 r-5 2 618
165 L5261"8
63 152618
8838 r526LB
10990 r-52618
43002 155244
this buiJ-dj.ng is
the building is
54 . feet .
160. feet. -- Tabfe 5-B
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 5-A
NORTH
For
Occupancy
R1
5J
A3
B
EAST
For
Occupancy
R1
JJ
B
SOUTH
For
Oc cupancy
R1
s3
AJ
B
!iEST
For
Occupancy
R1
q?
A3
B
None
3/4 hour
Bearing Non-Bearj-ng
WALL WAL L
2 hour L hour
2 hour t hour
4 hour t hour
2 hour t hour
Bearing Non-Bearing
Wa11 WaIl
2 houx t hour
2 hour t hour
4 hour L hour
2 hour I hour
Bea ring
Wal-f
2 hour
4 hour
4 hour
4 hour
Bearing
WAII
4 hour
4 hour
4 hour
4 hour
Non- Bea ring
watl.
2 hour
4 hour
4 hour
4 hour
Non-Bear ing
WaIl
4 hour
4 hour
4 hour
4 hour
Opening Construction
Protection MateriaL
None Non-Comb
None Non-Comb
None Non-Comb
None Non-Conb
nh6r| i h,.r r'.\hcf rr1^f r ^n Protection Material
None Non-Comb
None Non-Comb
None Non-Comb
None Non-Comb
Opening Constructj-on
Protection Material-
3/4 hour Non-Comb
Not AllowedNon-Comb
Not AllowedNon-Comb
Not AIlowedNon-Comb
Parapel-
Requi red
No
NO
No
NO
Requi red
NO
NO
No
No
Pa rapet
Requi red
NO
No
No
No
Opening ConstrucLion Parapet
Protection Material Required
Not AllowedNon-Comb No
Not AllowedNon-Comb No
Not Al- l- owedNon-Comb No
Not AllowedNon-Comb No
-- No fire protection requirements for openings.
-- Openings are to be protected with 3/4 hr fire assemblj-es.
50* of the area of the wall maximun. -- Table 5-A,
Footnote 5 & Sec. 503.2.2
Maximum single window size is 84 sq.ft, with no dimension
greater than 12 feet. -- Sec. 713.8
Not Al-l-owed -- Openings are not perrnitted in this wal1.
OTHER BUILDING ELEMENTS
ELEMENT MATERIAL
Inter j-or Bearing wall Noncombustibl-e
fnterior nonbrg wa11 Noncombustible
Structural- Frame Noncombustible
Exterior Struct Frame Noncombustibl-e
Shaft Encfosure Noncombustibfe
FIoor/Ceiling Assembly Noncombustible
Roof/CeiIing Assembly Noncombustible
Stairs Noncombustible
TabIe 6-A
RATING NOTES
2hr
t hr See Footnote #7
2hr
2 hr See footnote #1
2hlr
2 hr See Footnote #9
t hr See Footnote #8
None See Footnote *14
NOTE: See Section 7l-L for shaft enclosure excenti ons -
FOOTNOTES:
1) Elements in an exterj.or walI focated where openings are not pernitted
or where protection of openings is required, shall- be protected
against external- fire exposure as required for exterior bearing wa11s
or the structuraf frame, whichever is greater. -- Tabl-e 6-A, footnote
4 ) Fire-retardant treated wood may be used within interior non-bearing
l" hr. wall assembl-ies. -- Table 6-4, footnote 2
5) Nonload-bearing wall-s within a tenant space that are not part of a
l" hr. corridor may be of:
a) Noncombustible (nonrated) material-s
b) Fire retardant-treated wood
c) One-hour construction (any material) -- Sec. 601.5.2.1-
7) Nonload-bearing wal-f s within a dweLli ng unit thal are not part of a
corridor may be of:
a) Noncombustible (nonrated) materials
b) Fire ret ardant-treated wood
c) Combustible framing with noncombustibfe covering in
Type III and V construction -- Sec. 60I .5.2.2
B) If the entire roof structure is 25 feet or more above any floor,
the fire rating may be alfowed to be eliminated, See fimitations and
reorri rements. -- Sec. 603.5 & 602.5
9) In areas with vehicfes or airplanes, the floor shaf .l be of
noncombustible, nonabsorbent materiafs. -- Sec. 301 .2.2
14) Finish materiaf on stairs to be hard noncombustible materia.ls.
-- Sec. 603.4
F.vr-cnl i.)n. Sl-^ir^ FL- -^- 'red to be in an enclosure.!^uEyL rrvL r squ '
PENETMTTONS OF FIRERESISTIVE ASSEMBLTES
WALLS ASSEMBLIES -- Sec. 709.6
Through penetrations:
l) Penetrations shall be instalLed as tested in the rated assembly.
-- Sec. 109 .6 .2
2) Penetrations shalf be protected by an approved penetration
fircslon svstem and shall have an F rafino nf n.)f leSS than the
rornli rcd r^find .,f i.ha w^l I nanatrated. -- SeC. 709.6.3 JeettrY
Fvnenf i.rn. When nanofrAl.inn i l-am^or copper
pipes or steel conduits and the wal-f is concrete or
mdsonry, the annular space shalf be permitted to be
grout or mortar, The mj-nimum thickness is the
thickness required to maj-nta-ln the fire raling. The
maximum si ze of the penetrating items is equivalent
to a 6-inch diameter and the openj-ng is a maximum of
144 square inches. -- Sec. 709.6.1
Membrane penetrations :
The requiremenLs are the same as for through penetrations.
-- Sec. 709.7
E wnon1. i nnc.
1. Steel electrj-caf outl-et boxes that do not exceed 16 square
inches provided that the area of such openings does not exceed
100 square inches for any 100 square feet of wal I area.
Boxes on opposite sides of the assembly shall be
<an^r^fa.l hrr r hnri 7.1nj- ^l .licl ance Of not feSS than 24
inches.
2, Sprinklers with metal- escutcheon pl-ates.
N^n.^mhrqfihle nancfrafinrr ifcm< sh2ll not be c6nneqLed to
combustibl-e materials on both sides of the mernbrane unless it can
be confirmed that the fire-resistive inteoritv of wal-f is
maintained. -- Sec. 709.7
FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. t10.2
Through pentrations:
Through penetrations of fire-resistive horizontal assembl-ies shall
be enclosed in fire-resistive shaft enclosures. -- Sec. '7I0.2.t
Exceptions:
1 r^tlr ^- *^h^frrfi-^ if^-^ -'^ ^+^^1 farrnrrc .-.\n.lrrii- <-1 . wrlclr PErrcL!<1L-Lrr9 -LsEr, v! evtJys!
n'i nac f 'rha< rrrrl rrahf c I hr^,r^h : <inrrla -^n-rol o f lnnr ih6 PrvvJ,
^-^^. shal I l.\o narmi tf a.l t ^ hF drnrrj- .ir m.)r l-aI. .crrrrr|-r-Lcr! DPa(,c o"q, L ve Prlr(f L ve Y!vqu
The minirnum thickness j-s the thickness required to maintain
the fire rating. The maximum size of the penetrating itens is
equivalent to a 6-inch diameter and the opening is a maximum
of I44 square inches.
2. Electricaf outlet boxes that have been tested for use in
fire-assemblies .
Thc svstem shal I have an F ratincr ancl a T r:l-inn nf n.rl- lpSS Lhan r rre J jJ u L,,,
one hour but not Iess than the required rating of Lhe fJoor system.
-- Sec. 110 .2 .3
F.r..-entinn: Floor nFnaf r,aj- i.\nq .-.\nl rined and lOCated within the
cavity of a wall do not require a T rating.
Membrane penetrations :
The requirements are the same as for through penetrations,
-- Sec. /ru.J
Exceptions:
1. When penetrating items are stee.l, ferrous or copper
conduits, electrical out.Let boxes, pipes, tubes and vents
1- hr.\rr.rh ,^.\nr- rcf F rrr mAq.\nr\/ and I he anntr I ar sn:ce is
protecLed by an approved penetration firestop assembfy or
hr.\l. a-t- ar] l.\ nr^\r6nl- l- ha f roc af f r rma rnrr ylveuL Lls rv ulLvurrL rJa-ragc
nrnrirrnt. q .1f .rrmhrst ion. Srrr.h nenetrationS ShaIf not
exceed an aggregate area of 100 square inches in any 100
souAre feet of r:eilino area in assembl ies without
penetrations.
2. Efectrical outfet boxes that have been tested for use in
fire-assembl-ies.
3. Sprinkfers with metal- escutcheon pl-ates.
Fire-resistive roofs may have unprotected openings. -- Sec. 710.4
SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11
n.n^arc chr11 ha raaaceihlo fnr i n<n6.'l- i nn rnr'l qonrininn.
1. Penetrations through area separation wal1s.
Penetrations through occupancy separations.
2. Penetrations of the fire-resistive construction of horizonta.l-
exit wal-l-s or corridors serving as a means of egress.
Exceptjon: Openings for steel ducts penetrating the required
fire-resistive construction of corridors are not
required to have smoke dampers when such ducts
dre of not l-ess than 0.019-inch thickness
(26 gage) and have no openings serving the
corridor.
3. Penetrations of shaft enclosures.
Exceptions:
1. Duct penetrations by steeL exhaust air subducts
extending verticall-y upward at least 22 inches above
fhe 1-crn of the onenino in a vented Shaft where the
airflow is upward.
2. Penetratj-ons of a fire-resistive floor forming the
base of a shaft enclosure may be protected by fire
dampers listed for instal-Lation in the horizontal
Position.3. Smoke dampers are not required when shaft is exhaust
only, and is used for continuousl-y operating fans.
4. Penetrations of Lhe ceiling of fire-resistive fl-oor-ceiling
or roof-ceil-ing assenbf j-es.
Exception: Smoke dampers are not required.
5. Penetrations of an atrium enclosure element.
Exception: Smoke dampers are not required.
6. Penetrations of exterior wall-s where protection of openings
is required.
Exception: Smoke dampers are not required.
7. Penetrations of areas of refuge.
Exception: VentiLation system designed to supply outsj-de
air during an emergency.A Smnke .l^mr.\ers are rcorri recl in smoke barriefs and efevator
l-obbies.
OCCUPANCY SEPARATIONS -- Table 3-B
R1-S3 3hr The separation may be two hours .if limited to
parking or storage of private or p.Ieasure vehicLes. --
Sec. 302.4 exc. 2
R1-A3 l-hr An assembly room .less than 750 sq.ft. does not
require a separation. -- Sec. 342.1 exc. 2.I
R1-B thr
S3-A3 3hr An assembly roorn l-ess than 750 sq.ft. does not
require a separation. -- Sec. 3O2.! exc. 2.1
S3-B thr A customer waiting room not exceeding 450 sq.ft.
with an exit to the exterior is not required to be
strnerafF.l - -- Ser:. 402.1 exc.2.5
A3-B Ohr
HEATING EQUIPMENT SEPARATION:
FOR R1 OCCUPANCY:
A I hr. occupancy separation is required around rooms containing a
boiler or central- heating unit serving more than one unit.
-- Sec. 302.5 exc. 2
FOR 53 OCCUPANCY:
A t hr. occupancy separation is required around rooms containing a
boi.l-er or centraf heating unit greater than 400,000 BTU input.
-- Sec. 302.5
FOR A3 OCCUPANCY:
A t hr. occupancy s.eparation is required around rooms conlaining a
boil-er or centraf heating unit greater than 400,000 BTU input.
-- Sec. 302.5
FOR B OCCUPANCY:
A t hr. occupancy separation is required around rooms containing a
boiler or centraf heating unit greater than 400,000 BTU input.
-- sec. JUZ.I
ADDITIONAL SEPARATIONS :
A refrigeration machinery room shal-I be separated from the remainder
of the building as required for an H7 occupancy regardless of area. A
horizontal- occupancy separation may be Linited to the actua.I f.loor
area of the rnachinery room. Structural supporting el-ements shall be
protected for the type of construction on1y. -- Sec. 2802
A 4 hour separat.ion is required from an RL occupancy. -- Table 3-B
FOR R1 OCCUPANCY:
A t hr. occupancy separation is required around common storage and
laundry rooms. -- Sec. 31O.2.2
A t hr. fire separation is required between dwelling units
-- Sec. 3L0.2.2
EXIT REQUIREMENTS:
FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES
OCC EX]TS WIDTH HDWR CORRIDOR SWING
5
q
5 *502 Stair #3
5 #503 Bob's Office
5 #504 Penthouse
5 #505 Ext Balcony #1
5 #506 Ext Balcony #2
5 #507 Ext Balcony #3
5 #508 Ext Balcony 4
5 Stair #2 Vestibule
TOTAL
4 #400 Corr.idor
4 Room #401
4 Room #402
4 Room #403
4 Room #404
4 Room #405
4 Room #406
4 Room #407
4 Room #408
4 Room *409
4 Roon # 410
4 Room # 411
4 Room # 412
4 Room # 413
4 Room # 414
4 Room # 415
4 KOOn frqtt)
4 Room # 417
4 Room # 418
4 Roon # 419
4 Room #420
4 +42I Stair #1
4 #422 Stair #2
4 *s 417 /418 Foyer
4 +423 Stair #3
TOTAL
#500 El-evator Foyer AC
#501 Stair #2 AC1
ft\- l-
14
AC
L6
ALO
a
t
2
n
'l
1
a
n
.)
a
a
AC1
AC
?
r)
)
.)
0.0
0.2
0.2
0.4
0.2
0.4
ia
0.0
4.8
L.2
0.6
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
o.2
0.2
0.6
0.4
0.4
0.4
0.4
0.4
0.4
o.2
0.2
0.0
o.2
12.0
1.4
0.6
0.4
0.4
0.4
0.4
0.4
0.4
0.4
No
No
No
No
No
No
No
No
No
No
No
NO
No
No
No
No
NO
No
No
No
No
NO
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
Hallway N,/R
Hallway N/R
Hallway N/R
Hallway N/R
N/A N/R
N/A N,/R
N/A N/R
N/A N/R
N/A N,/R
Hallway N/R
N,/A N/R
Hallway N/R
Hallway N,/R
Hallway N/R
Hallway N/R
Hallway N/R
Hallway N/R
Hal-l-way N,/R
HaIIway N/R
Hallway N/R
Hallway N/R
Ha llwa y N,/ R
Ha]lway N/R
Hal lway N,/ R
Hallway N/R
Halfway N,/R
HaI lway N,/ R
Hallway N/R
Ha I lway N,/ R
Ha llway N,/ R
Hallway N,/R
Hallway N,/R
Hallway N/R
Hallway N/R
Haffway N/R
HalJ-way N/R
Corri-dor N,/R
Hallway N/R
HaIJ-way N/R
Hallway N/R
Hallway N/R
Halfway N/R
Hallway N/R
Hallway N/R
Hallway N,/R
Halfway N/R
1
1
2
I
I
1
1
2
1
l-
1
l-
I
I
1
1
I
1-
1
l_
1
1
1
1
1
1
l-
1
1
1
I
1
2
t_
1
1
1
1
1
I
I
1
I7
J
3
J
3
3
3
3
3
3
#300 Corridor
Room # 301
Room # 302
Roon #303
Roon # 304
Room # 305
Room *306
Room # 307
Room # 308
3 Room *30 9
3 Room # 310
3 Room #311
J ROOIN *JIZ
3 Room # 313
3 Roon #314
3 Room # 315
3 Roon # 316
3 Room # 317
3 Room # 318
3 Room # 319
3 Roon #320
3 *32I Stair #1
3 2nd #321 Stair #2
TOTAL
2 #200 Corridor
2 Room #201
2 Room #202
2 Room #203
2 Room #204
2 Room #205
2 Room #206
2 Room #2 07
2 Roon #208
2 Room #209
2 Room #21- 0
2 Employee Unit # 211
z |(oom *zLz
2 Room # 213
2 Room #214
2 Room # 215
2 Room # 216
2 Room #21- 7
2 Room # 218
2 Roon *219
2 t*220 Changing Room
2 +22), Stair *2
2 *222 Stair #1
TOTAL
1
1
1
1
1
1
1
1
1
1
I
1
1
1
L
I
1
1
5
2
2
1
AC1
39
AC6
7
.>
2
.)
2 )
2
2
J
3
2
.>
2
a
l"
1
ACl
ACI-
45
#100 Corridor AC9
# 102 Workout l-0
#104 Ski Locker 10
#105 Vestibufe ACl"
#106 Stair #2 AC2
# 108 Conference Room 70
#109 Two Toilets AC1
*L1L Entry 15
# 112 Lounge 126
f113 Rer-enf ion 1
#114 Office 1
cuest Room # 101 2
Guest Room #102 2
Guest Room # 103 2
$'l 15 Pren Area 1
#l-16 Stair *1 AC2
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Hallway N/R
No HalJ-way N/R
No Hallway N/R
No Hallway N/R
No Hallway N/R
No Hallway N/R
No Hallway N/R
No Hallway N/R
No Hall-way N/R
No Hallway N/R
No Hallway N/R
No Hallway N/R
No Hallway N/R
No Haf l-way N/R
No Hallway N/R
No HaIIway N,/R
No Hallway N/R
No Hallway N,/R
No Hallway N/R
No Hallway N/R
No Hallway N,/R
No Hallway N/R
No HalLway N,/R
No Corridor N/R
HalJ-way N/R
Hallway N,/R
Hallway N/R
Hallway N,/R
Hallway N/R
Hal lway N,/R
Haflway N,/R
Hal lway N,/R
Hal-l-way N/R
Hallway N,/R
HaJ-Iway N,/R
Hallway N/R
Hal-1way N/R
Hallway N/R
Corridor N/R 11
0.4
0.4
v.z
o.2
u.o
0.4
0.4
0.4
0.4
0.4
0.4
0.2
o.2
0.2
12.0
L.Z
r.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.6
0.6
0.4
0.4
0.4
0.4
0.4
0.4
o.2
0.2
o.2
0.2
IJ.f,
1.8
2.0
)A
o.2
14.0
i)
15.0
25.2
o.2
o.2
0.4
0.4
0.4
o.2
0.4
11
L7
No Hal-l-way
No Hallway
No HalIway
No Hallway
No Hallway
Yes Corridor
No Haf l-way
Yes Corridor
Yes Corridor
No Hallway
No Hallway
No Hallway
No Hallway
No Hallway
No HaJ-1way
No Hal lway
N/R 11
N/R 11
N/R 11
N/R L1
N/R t- 1
out 4 11 18
N,/R 11
Out 4 11 18
Out 4 11 18
N/R 11
N/R 11
N/R 11
N,/R 11
N/R 11
N,/R 11
N/R l-l-
1 #117 Office 4 L 0. 8 No Hallway N/R 11
1 #118 Business Center 1 1 O.2 No HaIIway N/R 11
1 #119 Meeting Room 33 2 6.6 No Corridor N,/R 11 18
l- 2nd #100 Vending AC1 | O.2 No Hallway N/R 11
L Ski Drop Of f ACl I O.2 No N,/A N,/R
1 Hall G Toilets AC2 1 0.4 No Hallway N/R 11
TOTAL 338 2 61 .6 Yes Corridor Out l'7
81 *001 Laundry 3 1 0. 6 No N,/A N/R
81 #002 Chiller Room AC1 I 0.2 No N,/A N/R
81 #003 Mechanical RoomACl 1 0.2 No N,/A N/R
81 #004 El-ectrical RoomAC 0.0 No N/A N/R
BL #005 Elevator EqpmntAc 0.0 No N/A N/R
Bl- #006 Efevator Lobby 2 I 0.4 No N/A N/R
81 #007 Stair *1 AC2 1 0.4 No N/A N/R
Bl #008 Spa Equipment ACL l 0.2 No N/A N,/R
Bl #009 Storage AC 0.0 No N,/A N/R
Bl #010 Employee Room 2 I O.4 No N/A N/R
81 #011 Stair #2 AC2 1 0.4 No N,/A N/R
81 #014 Employee RestrmAcl 1 0.2 No N,/A N/R
81 Parking carage 44 2 8.8 No N/A N/R
TOTAL 51 2 I5.3 No N/A Out
NOTE: Areas with rACr before the number of occupants area is being
treated as an accessory for occupant l-oads.
-- sec. 1003.2.2.2.L, Exception
Hallways shalf be considered as intervening rooms for exit-access design
purposes. -- Sec. 1004.3.3.1
V{alls and ceilings of hallways are not required to be fire-resistive
unl-ess they are required to be fire-resj-stive based construction tlpe.
-- Sec. 1004.3.3.3
There is no restriction as to the amount and tlpe of openings unfess
protection of openings is required by sone other code provision.
-- Sec. r004.3.3.4
Elevator l-obbies are not required. -- Sec. 1004.3.3.5
In areas where 2 exits are required, the minimum separation is 1,/2 of
the maximum diagonal of the area or floor. -- Sec. 1004,2.4
When 2 exits are required, exits must be arranged so that it is possible
to go in either direction from any point in a corridor or hallway to a
separate exit, excepL for dead ends not ovaaarl ina ?n l.aat- in l6ndt-h
-- Sec. L004 .2 . 6
Exit signs are required from all areas where 2 or exits are required.
-- Sec. 1003.2.8.2, Exception 2
No point to be more than 100 feet from an exit sign.
Main exterior exit doors which obviously and clearly are identifj-ab1e
as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1
Door swing is based on Sec. 1003,3,1.5 except as noted.
O..rnenf I nacl factor is based on Table 10-A.
Number of exits is based on Tabl-e 10-A except as noted.
Exi-t width is in inches and based on Sec. 1003.2.3 and Tabfe 10-B
Exit width is to be dlvided approximately equally among exits.
-- Sec. L003 .2 .3 .2
Width shown for al-l- areas is based on other egress components.' Width shown for Lst fl-oor is based on other egress components.
Width shown for other fLoors & basements is based on stairwavs.
-- Tabl-e 10-B
NOTE: When the occupant l-oad on an upper floor is greater than the
fl-oor (s) be1ow, mininum exiting requirements are maintained.
-- Sec. 1003.2.3.3
For the minimum width of doors, see Sec. 1003.3.1.3
For the minimum width of hallways, see Sec. 1-004.3.3.2
For the minimum width of corridors, see Sec. 1,004,3,4.2
For the minimum width of stairwavs, see Sec. 1003.3.3,2
FOOTNOTES :
4) Panic hardware is based on Sec. L007.2.5
See exception for mdjn exit in A-3 occupancies and churches,
11) Corridors within an office space with an occupant foad ot 100 or less
are not required to be rated. -- Sec. L004.3.4.3, Exception 5
L7) The requirement for this ha llway/corridor to be a corridor is based
^h {- L^ r.-l l,,-,, ih : n^rf i.\l.1 ^f f hi Lroi nn rn ihf arv on Ene nal-Lway r.. * r-- -enfng room.
-- Sec. 7004.2.2 & L004.3.3.1
18) The reottiremenf for t-his ha I lwav/r'orriclor to be a corrjdor is based
on this area requiring more than one exit. -- Sec. 1004.2.2, Exception
NOTE: One exit may be through an adjoining or intervening room, which
in turn provides direct access to an exit or to a corridor.
-- Sec. 1004.2.2, Exception 4.
ELUSH AND SURFACE BOLTS:
M^.n^l'rr nnoratcrl crino- nr err-f:na-mnrrnted flUSh bOftS and SUrfaCe vI/!!qevv vvY e
l-\.r'l tc.\r an\r /1tho1. f \/nc .)f r-lerrir-.: thal m>\, l-ra rrca^ f^ ^l^ce OI.
restrain the Lhe door other than by operation of Lhe locking devi ce
shall not be used. When automatic flush bol,ts are used, the door
leaf having the automatic flush bolt shalf not have a door knob or
surface-mounted hardware. The unlatching of any feaf shafl not
reouire more than nnc onerat ion -- Scc. 1003.3.1.8 vrrv vFv!e e4vrr '
LOCKS AND LATCHES:
Regardless of the occupant load served, exit doors shafl be openab-Le
from the inside without the use of a key or any special- knowledge or
effort. -- Sec. 1003.3.1.8
STAIR NOTES:
Private stairs:
pri \rrta ct- = i rurarrc :nd sta i rs se rrri nct en .\..attr\Ant l6A.l 1 a<< j- l3n ]Q;
L) A private stairway must be at l-east 36 inches wide. -- Sec. 1003.3.3.2
2) The maximum rise of a step is 8 inches and the minimum run is 9 j-nches, -- Sec. 1003.3.3.3, Exception 1
3) Provide a handrail- on one side of stairway 34 to 38 inches above the
nosing if there is more than 3 risers. -- Sec. 1003.3.3.6, Exceptions
Pubfic stairways:
1) The rise of stens shafl not be fess Lhan 4 i nr:hes or c'reater than 7
inches, The minimum run is 11 inches. The maximum variation is 3/8
inch in a flight of stairs. -- Sec. 1003.3.3.3
2) The minimum width of a stairway is 36 inches, 44 inches if the
/-\/-,'-,,^:nl- 1n:ri i < drc^f er th;n 49. -- Sec. 1003.3.3.2 vvvqyqrr r
Also see exit tabl-e above to see if minimum width is qreater than
44 inches.
3) Provide a handraif on both sides of stairway 34 to 38 -Lnches above Lhe
nnqinrr Merr frp ^n One Side of stairwavs Iess fhan 44 incheS wide.
-- Sec. 1003.3.3.6, Exception I
4) prnvide ; ouarcl r-i r ,.,h^r^ ^,^h ^ff is oreater fh:n j0 inches.f/!!vvlvUuYug!g
-- Sec. 509.1
5) The minimum hej-ght is 42 inches. -- Sec. 509.2
6\ Onpn crrarclrai ls shal-L have inLermediate rails or or nament^l naffern
such that a sphere 4 inches in diameter cannot pass through.
-- Sec. 509.3 The triangular opening formed at Lhe rLser, tread and
guardrai I may be 6 inches. -- 509.3, Exception 2
7) The rninimum headroom is 6 ft.- 8 inches. Such cfearance shal-I be
measured vertically from a pl-ane pa.ralfef and tangent to Lhe stairway
tread nosing to the soffiL above at a-Ll- points. -- Sec. 1003.3.3.4
a\ E nnl ncazl ,rcrl-r] rrnrlar l-ho ef ri re i < rarrrli l.ar{ r- ^ ha nr.\t6.'l- a.l
as reorri recl for t hr. fire-resistive construction. -- Sec. 1003,3.3.9
Stairways are required to be in exit enclosures. -- Sec. 1005.3.3.1
1) The wa-L-Ls of the enclosure are required to be 2 hr fire assembfies.
-- Sec. 1005.3.3.2
2) The openings into the exit enclosure are required to be I I/2 hour
assemblies. Note: Openings into enclosure are finited to those
neceqserv for eoresq norma l I rr or-r-ttni ed qnar-cs Dnnr< shal ] fg
maintained self-cfosing or shall- be dutomatic closing by actuation
of a smoke detector. -- Sec. 1005.3.3.5
3) A connection to the exterior is required with the same fire
nrnf ar-i- i on aq fhc exit encfosure. -- Sec. 1005.3.3.3
4) The space under the stairs (enclosed or not) may not be used for any
purpose. -- Sec. 1005.3.3. 6
5) Approved stairway identification signs shall be located at each floor
level in all enclosed stairways in buildings four or more stories in
nel.gnt. -- sec. fuuJJ, J.1J
6) At ieast one stairr^r,a\r iq ra.nr ircri i.n eXtend to Lhe root unIeSS the rOOf
slope is greater than 4 :L2. -- Sec. 1003. 3.3.11
7) A h^rrier is reoui reri ai orade level -- Sec. 1005.3.3.4
ELEVATOR REQUTREMENTS :
1) When the elevator vertical travel is 25 feet or more, each assocj-ated
efevator lobby or entrance area and associated machine roons sha11 be
provided with an approved fisted smoke detector for elevator recafl
nrr rnnqe< nnlrr -- Sec. 3003.2
2) In buifd-Lng three or more stories in height, at feast one elevator
serving aLl- floors shall accorrunodate a wheefchair. See the complete
list of reorrirements in code book. -- Sec. 3003.4.1
3) Tn al-l- structures four or more stories in height, aL least one elevator
shal] be provided that can acconmodate an anbufance-type stretcher
76 inches hv 74 inches in the horizonfal nnsition. -- sar:. 3003.5
4) Shafts (hoistways) housing eLevators extending through more than two
ffoor leve1s shall be vented to the outside. The area of the vent
shalf not be l-ess than 3ll2 percent of the area of the elevator
shaft, provided a minimum of 3 square feet per elevator is provided.
-- Sec. 3004. Vents shall be capabfe of manua-L operation only.
RAMP REQUIREMENTS:
1) The minimum width is 44 inches. If a ramp serves an occupant l-oad of
49 or less, it may be 36 inches wide. If the ramp is serving a high
occupanL Ioad, check exit Lable above for required width.
-- Sec. ).003.4.2
2) If the ramp is part of the accessible routef the maximum slope is
1:12. Afl- other ramps may have a slope of 1:8 or less.
-- Sec. 1003.3:4 .3
3) When the slope is greater than l:20, fandings shall be provided at
the top, bottom and for each 5 feet of rise, Top landings and
intermediate landings shal-l- be at l-east 5 feet in the direction of
trave.l,. Landings at the bottom of ramps shalf be at least 6 feet in
the direction of travel. -- Sec. 1003.3.4.4
4l Hanrirai ls shall l-re ner sl-air rorr11irements. -- Sec. 1003.3.4.5
5) The surface shal-I be roughened or shall be of sJ-ip-resistant
materials. -- Sec. 1003.3.4.8
LANDINGS AT DOORS:
1) A floor or l-anding shall- be provided on each side of doors. When
access for persons with disabil-ities -Ls required. the floor or l-anding
shall- not be more than L/2 inch lower than the threshold, When access
is not required, the maximum is 1 inch. -- Sec. 1003,3.1.6
2) Landings shal-l- have a width not less than the width of Lhe stairway
or width of the doorway, whichever is Lhe greater. Where a landing
serves an occupant load of 50 or more, doors in any posiLion shall
not reduce the l-anding dimension to less than one half it required
width. The minimum length in the direction of exit travef is 44 inches.
-- Sec. 1003.3.1.7
TRAVEL DISTANCE: (distance to an exit)
The max.imum travel- distance in this buifdinq is 250 feet. -- Sec,
r004 .2 .5 .2 .3
Travef distance shal-l- not be limited within an exit enclosure or exit
passageway. -- Sec. 1005.2.2
BUILDING ACCESSIBILITY :
When there is more than 20 dwelling unitsr at least 2 percent, but
not less than one unit shall be accessib.le. -- Sec. 1103.1.9.3
qaa F.Y.-ant i onc in COde
1) This building including each tenant shall be provided with at l-easE
one entrance which complies with the accessibl-e route provisions of
CABO/ANSI A117.1. At feast 50 percent of all entrances shaLJ. be
accessibfe. -- Sec. 1f03.2.3
2) When more that one exj-L is required from any accessibl-e space, each
accessible portion of the space shall- be served by not less than two
accessibl-e rneans of egress. -- Sec. 1104.1.1
3) When an exit stairway is part of an accessible means of egress, the
stairway shafl have a cfear width of not less than 48 inches between
the handrai-Ls. The stairway sha1l either incorporate an area of refuge
within an enlarged story-IeveI landl-ng or shal-1 be accessed from
an area of refuge. -- Sec. 7104.1.2
The area of refuge shafl have direct access to the stairway that serves
it. -- Sec. 1104 .2. I
4) Each area of refuge shall- be sized to accommodale one wheelchair space
not less than 30 inches by 48 inches for each 200 occupants, or
oortion thereof. -- Sec. IIO4.2.3
5) Tf the area of refuge is nol within the stairway, it shalL be separated
from the rest of the story by a smoke barrier having at feast a one-
hour fire-resistance rating. Smoke barriers shall- extend to the roof or
ffoor deck above. Doors shall be smoke and draft control assemb].ies
with a rating not less than 20 minutes. -- Sec. 7104.2.4 ' 6) Two-way communi cati ons are required. -- Sec. 71,04.2,5
7) Each area nust be idenEified by a sign stating AREA OF REFUGE and the
international symbol of accessibility. -- Sec. 11O4.2.1
8) NOTE: Exit stairways in buildings protected throughout by an approved
automatic sprinkler system are NoT required to incorporate an area of
refuge, -- Sec. 1l-04.1.2, Exception 2
ROOFING REQUIREMENTS:
1) The roofing on this building is required to be Cfass B or better.
-- Tabl-e L 5-A
2) See section 1504 and ICBO research reports for requirements.
AUTOMAT]C SPRINKLER SYSTEMS :
1f there are 100 or more sprinklers, all valves controlling the
water suppfy and water-flow switches sha-Il- be electrically nonitored.
Val"ve monitoring and water-fLow al-arm and trouble signaLs shall be
.iisfin(.flv cli f f ere.nt and shall be automati.rallv fransmi ffe(-l to an
approved centra.I station, remote station or proprietary monitoring
station. -- Sec. 904.3.1
STANDPIPE REQUIREMENTS :
A r-lass T qfandnine is reorrircd. -- Tahle 9-A
A hose is not required. -- Table 9-A
FOOTNOTES:
1) The lor-at ion is fo be ner Ser:t ion 904.5.3.
2) A standpipe is not required in the basemenL, -- Table 9-A, footnote I
FIRE ALARM SYSTEM:
An approved manua.l- and automatic fire al-arm system is required in this
buifding. -- Sec. 310.10
A separate fire aLarm system need not be provided in buildings that have
a supervised sprinkler system having a local- alarm to notify all
occupants. -- Sec.310.10 exc. 2
The alarm system is to be as set forth in the Fire Code.
LIGHT AND VENTILATION
1) All habitable rooms require exterior gl-azed openings equal to 1/10
or more of the floor area. (min 10 sq.ft.) -- Sec. I2O3.2
Exception: Kitchens may be provlded with artificial light.
2) A1-I habitable rooms require an operable exterior openings equal to
I/2O or more of the ffoor area. (nin 5 sq.ft.) -- Sec. 1203.3
The mj-ninum area in bath rooms is L 1/2 sq.ft. Exc: Laundry Rooms
In fieu of required exterior openinqs for ventilation, a mechanical
ventilation system may be provided. Such system shalI be capab.l-e of
providing two air changes per hour.
3) In bathrooms containing a bathtub or shower and laundry rooms, the
ventilati.on system shal] be connected directJ.y to the outside and
be capable of providing five air changes per hour, The point of
discharge shalf be at J-east 3 feet from any openings which allows
air entry into the building.
Roorns which only contain a water cl-oset and/or lavatory may be
vented using a nechanicaf recirculating fan desj-gned to remove
odors from the air. -- Sec. 1203.3
WALL AND CEILING FINISH:
1) Wall and ceiling finj-sh materia.ls are required to comply with
Sec. 804.1 and Tabfe 8-B.
2) Carpeting on the ceiling is required to have a Class I flame
snrtre.i rafino. -- Sec. 804.2
3) Textile wal-l coverings shall have Class I flame spread rating.
and shall be protected by automatic sprinklers or meet the
acoeptance criteria of U.B.C. Standard No. 8-2 -- Sec, 805
4) Toilet r:oom ffoors shall have a smooth, hard nonabsorbent surface
that extends upward onto the walls at least 5 inches.
-- Sec. 807.1.1-
5) Wal1s withj-n 2 feet of the front and sides of urinals and water
closets shall have a smooth, hard nonabsorbent surface.
-- Sec. 801 .I.2
INSULATION NOTES 3
1) A11 insul-ation material including facings are required to have a
flame-spread rating of 25 or less and a maximum smoke density of 450.
-- Sec. 707.3
2) Foam plastic insul-ations are required to be protected. -- Sec- 2602
ADDIT]ONAL REQUIREMENTS :
For R1 occupancy
1) Provide a window or door to the exterj-or from every room used for
sleeping. -- Sec. 310.4. The window must provide a cLear open area
of 5.7 sq.ft., a clear height of 24 inches (minimum) , and a clear width
of 20 inches (minimum) . -- Sec. 310.4
2) A11 habitable rooms require exterior gJ.azed openings equal to 1/10
or more of the floor area. (min l0 sq.ft.) -- Sec. 1203.2
3) All- habitable rooms require an operable exterj-or openings equal to
l/2O or more of the f.loor area. (min 5 sq.ft.) -- Sec. 1203.3
4) Apartments - Provide a smoke detector in af l- sfeeping rooms and areas
having access to sleeping rooms. -- Sec. 310.9.1.4
5) Hotel/Motel - Provide a smoke detector in the main room or each
sleeping room. -- Sec. 310.9.1.5
6) The minimum ceiling in a habitable space is 7 feet 6 inches except
kitchens, halls, and baths may have a ceiling heiqht of 7 feet.
For 53 occupancy
1) In parking garages where any parking is located more than 5 feet above
the adjacent grade, vehicle barriers shaff be provided. -- Sec. 311.2.3.5
2) The minimum clear height is required to be 7 feet. -- Sec. 311.2.3.3
3) Parking garages require a ventifation system that exhausts 1.5
cfm per sq.ft. of floor area. -- Sec. !202.2.'7
For A3 occupancy
PLATFORM:
1) Permanent pl-atforms shal-l- be constructed of material-s as required
for the building type of construction. -- Sec. 405.2
?\ Tf l-h6 rra: r,ndor l-ha i\latf.\rm ia 'rcad fnr rnrr /innl,,dinn
storage) other than equipnent wiring or plumbing, then the fl-oor
construction shall be not less than t hour fire resistive.
-- Sec.405.2
For B occupancy
Fl-oor-l-st Occupancy-*100 Corridor
Floor-1st Occupancy-#105 Vestibul-e
Floor-1st Occupancy-#106 Stair #2
Floor-1st Occupancy-#108 Conference Room
When seaLs are not fixed, the capacity of this area is required to
be posted at 70 occupants in a conspicuous place on an approved
sign near the nain exit. -- Sec. 1007.2.6
FIoor-1st Occupancy- # 1 11 Entry
When seats are not fixed, the capacity of this area j.s required to
be posted at 75 occupants in a conspicuous place on an approved
sign near the nain exit. -- Sec. 1007.2.6
Floor-lst Occupancy-# 112 Lounge
When seats are not fixed, the capacity of this area is required to
be posted aL L26 occupants in a conspicuous place on an approved
qi rrn near l-ho mein exit, -- Sec. 1,001 .2,6
Floor-lst Occupancv-#116 Stair #1
ACCESSIBLE FACILITIES :
N^TF. Fv^a^i- .c h^ia.i sa/-l- i^n nrrmhore Iisted be-LOw are from
CABO/ANSr ALl,7.1 - 1992
WATER FOUNTAINS AND WATER COOLERS:
A1- la^cf qn
^arl^anl nf drinLinn fnrrnl- .ai nc h,,l nnt laac t- hAn ,.\na
nrov irleci on everv f lnnr ch:11 l-rc ,r.ng55ibIe. -- UBC SeC. 1105.4.1
Accessibfe units must compl-y with the following:
1) Spout is to be within 36 inches of the fLoor. -- Sec. 4.15.2.1
?I ennrrf .rrrrnncd rr^r ^--*^ach shall be .Iocated 3 inches 1t rPevr o' 'd"ycu r ayylv
maximum from the front edge. Spouts of cantilevered units with
knee and toe cl-earances sha]l be located 15 inches mini-mum from
the vertical support and 5 inches maximum from the front edge.
-- Sec. 4.15.2.2
3) Spouts shall provide a ffow of water 4 inches height minj.mum.
-- Sec. 4.L5.2.3
4) Operable parts shall- be l-ocaLed dL or near the front edge of the
unit and shall compfy with 4.25.4 -- Sec. 4.15.3
5) A cantilevered unit is required to extend 17 j-nches minimum from
the vertical support. Cl-ear knee space must provide a clear area
of 8 inches in depth at 27 inches high and Il inches at 9 inches
mininum above the fl-oor. -- Sec. 4.15.4.1
6) Forward approach units shall comply with 4.2. Units jn alcoves
shall comply with 4.2.4.4. UniLs noL having the necessary knee
and toe clearance or clear space under them shaLl compl y with
4 .2 . 4 and have a clear f loor space that a.llows a person ln a
wheel-chair to make a para.Lf el- apDroach. -- Sec. 4.15.4.2
TOILET FACIL]TIES:
1) A 60 inch di.ameter unobstructed turning space is required in
the toifet room. -- Sec. 4.1,6.3, 4.2.3 & Ftq. 84.2.3
2) Water closet shall- be mounted adjacent to a side wall or
partition. The distance from the side wal} or partition to the
centerl-ine of the water closet shall be 18 in. Sec. 4.17.1
3) When the accessibfe water c.loset is not in a stall:
The cl-ear floor space shall be 48 in nininum in front
of the water closet and 42 in from the center line of the
water closet on the side not adjacent to the wa1l.
-- Sec. 4.L7.2 & Fiq. 84.L7.2
4) When the accessible water closet is in a stal-f :
The stal1 shall be 60 in wide minimum and 56 in deep minimum
for waII hung water closets and 59 in deep minimum for ffoor
mounted water closets. -- Sec. 4.18.3.1
Tf the door swings into Lhe sta I l, the required depth shall
be increased by 36 inches minimum. -- Sec. 4.18.3.2 &
Fi.g. 84.18.3.1
The bars are to be 33 to 36 inches above the fl-oor and shalf
ho nrnrri dad nn fha rear walf and On the Side wafl Closest to
the water closet. -- Sec. 4.24.2.2 & Eigs. 84.17.3, 84.I1 .4
and 84.18.3.1
a) Side grab bar is required to start within 12 inches of the
back wa1l and extend to 54 inches from the back waf1. (The
minimum l-ength of the bar is 42 in) -- Sec. 4.I1 .4.I &
Fj.gs. e4 . 17.3 and 84 .18.3.1
b) The rear bar sha1l be 24 in long minimum, centered on Lhe
water closet. Where space permits, the bar shalf be 36 in
Iong minimun, with the additiona I Iength provided on the
transfer side. -- Sec. 4 ,I1 ,4.2 & Eigs. 84.L1 .3, 84.1.1 .4
ano tJ4.-l-u. J.1
The top of the seat on the water closet is required to be 17
to 19 inches above the floor. -- Sec. 4,I1 .3 & Fig. 84.17.3
Accessible urina.l-s shalf be of the stall type or waff hung with
the rim at 17 inches maximum above the floor. -- Sec. 4.L9.2
A cl-ear area of 30 X 48 inches rninirnum is required in front
of the urinal. Privacy shiefds sha.l1 not extend beyond the
fronf edoe oF lhe rrrinal rim rrnlocq i- ha\/ arF ?O inr-hcs ;nerl
minimum. -- Sec, 4 . L9.3
9) Accessible lavatories shall- be mounted with the rim 34 inches
maxi-mum above the ffoor and a clearance of 29 inches minimum
from the floor to the bottom of the front edqe of the aDron.
-- Sec. 4.20,2,1 & Fig. 84.20.3.1
10) It shall extend 17 inches minimum from the wa]-I. The clear knee
snar-e sh.el l he I i nr:hes in .lenth mi nimum at 27 inches minrmum
above the floor and ll inches in depth minimum at 9 in minimum
above the floor. The dip of the overffow shall be ignored when
checking the clearances. -- Sec. 4.20.3.I & Fig. 84.20.3.I
1l) A clear floor space of 30 X 48 inches minimum shalf be provided
in front of the lavatory and shal-l extend 19 inches maximum
under the .Lavatory. -- Sec. 4,20.3.2 & Ftg- 84.20.3.2
12) Water supply and drain pipes under favatories shalf be
i nsulated or otherwise treaLed to protect against contact.
-- Sec. 4.2O.4
1?\ rFh^ l-.^rl- ^m ^f -i7-y^67 i q ranrri ra.l l-/-\ be Within 38 -LnCheS Of
the ffoor. -- Sec. 4.16.6 & Fiq. 84.20,3.1
GLAZING REQU]REMENTS
A11 glazing in hazardous l-ocations is required to be of safety qlazinq material . -- Sec. 2406.3 & 2406.4
Locations:
1\ a-t^-i6^ i-f / uf a4f rrg rrr
. t \rLa, LLLL9 Ltl
rnrl n:na l q
,\ r-t^-i-^ i^r/ ura4rrrv frr
6)
1\
8)
i nnrocq -nd aaro<< r'lnnr< ovr.ant i r'l nrrc i o*
fixed and sLidj-ng panels of sliding door assembl-ies
in swinging doors other than wardrobe doors.
storm doors.
al-I unframed swinging doors.
doors and enclosures for hoL tubs, whirlpooLs, saunas,
o o
steam rooms, bathtubs and showers. Glazing in any portion of a
building wall" enc.l-osing these conpartments where the bottom exposed
edge of the glazing is less than 60 inches above a standing surface
and drain inlet.
5) Glazing in fixed or operable panels adj acent to a door where the
nearest exposed edge of the glazing is within a 24-inch arc of
either vertical- edge of the door in a cLosed position and hrhere the
bottom exposed edge of the glazing is Less than 60 inches above the
walking surface.
?) Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions :
A, Exposed area of an indivj-dual pane greater than 9 square feet.
B. Exposed bottom edge l-ess than 18 inches above the floor.
C. Exposed top edge greater than 36 inches above the floor.
N0v-08-2004 lloN 02:55 * *rry*
$Jt:#:1;
pnt
tIT APPLICATION
.%wn "l Var'/
Ornrer:
MdlingAddrG
Ihonc #; ?{,,k -
Elcvator Conttrctor;
Mailing Addrcss:-ffi'
1o..r-;.i Fflx Nord
A[pUaibou n .]: jr:
Job Address:
P.hooc #;
Clrsg of Work:
IJescrille \1,ork
NOTTCE I hcrby c..ti& r[* I blvc rcqd r.rd er,*"ahc.i dis rpgllc.ro'on t,f bop rllc sd.rtc E bq n:c ud .oo.l nti
Proyirio0t oi hw: urd ordin$ccs govcrdng rhiu lpc of work will-bc cotrrplird wirb wtrarb+ rpclficC-h.nin c'r ooC
-rnc.sTinttlE of r pc.wrir dscr not prcsu=c lo giv: eu4orl:y
ro ytotqti o: s*.:ccl te< provision"r of u:y o4s :hr; or lccrl lJv t;8ulroag coasctcCo6 of he pcrr.orirors: of conat! cr:o n.
..--_.\-"2'- 1'>t*-LtL/*-
Sig-.urur': of codtrr4cr or arahoir:d ig"n{ gD.e1
tir^w ilri.srA IL,ATro N qFE S:
Pu scagcr ar frcigLt cl?vrtoi !!r|htOr, EovhR rratki
Up to urd hcludirg !JeO0O.OO otvrJu$ion ,-S350.C0
Ovcr SJ0,000.00 ofvoluarion . S!50.00 plus 35.00 foc
c.rch Sl,000.00 or ilejon rhcrof ovcr is0.000.00
Durzbwritrr or priv.rc fctid!nca clcyi|cr.
Up b a:d includ:rg S20.000.C0 of vrluuioq - S2j0,00 Ov* 90,000.00 o( vduoion - 5250.00 glus 53.00 for
cstlr 51.0C0.00 cr F rSou ftcrcof ov< 90,OOO.0O
Ua JoR A r.rEFAnON FTE.si
Fecs foi rdcr slrc.=tjolr rhrll be as sc! fortr la irblc 3.A of
L\c lJsifsrm adririsr.z{ys Qsd6 s11tlcNo. l.A of rLc
Unit'onl Br:ilCic g Co d:.
Sitrmtt{E oiarrit;r (Ditt:)
o
0 Major Alteration
VALUATION /ds: az?J - A2)
Rcccipt #
I ElrYetor pLra
.
revicw cnd fictd hrptctiqas rvlll bc sorrluctcd by the Nortlwarr cotorrdo coug.il of I l(Jovarnrneotr. fiar.r wi]r bc forwrrdc.r ro h'wccoG iir.ro"i"w and rpprovrl s.i.l';ifi;p:il;;l ,, I l::,:ITFS the tflVCCOc Etcvetor lrrpcctor ", geZOl'l6s_0295 I IOE. pterrc nr
f n.wccoh.'- ' --"1 P'r"'er 'vrfsEtqr fr tv/uJ 4ou-uft5 r lu!' flcrrc mrkc cbeckr peyrbla 1o
I
-
z{4. g,r,, , 4z
Tolel Fee
Rr;{;t ;t\/t1t}
'i,r0\/042001
I tt rr rr,!JAr-{ ?? t97 dcJ;4!
From:
To:
Date:
Subject:
Charlie Davis
David Rhoades; George Ruther; Leonard Sandoval; Mike McGee
06,|2U2Oo4. 7:56:15AM
Tivoli Lodge
This project is cunently under review for building permit release. We have had two rounds of review and
comments generated back and forth between the development team and the Town's contract plans
examiner. The project is now at a pont where 90% of all comments generated, have been resolved in
written format. Plans now have to be generated addressing these comments with an additional review by
the plans examiner.
The purpose behind this email is to inform all parties that I will allow work to continue starting this moming.
The work allowed is:
- Begin excavation of the site
- Begin to set forms for the foundation
- All of this work will be done under the existing demo permit (D04-0007)
There is no further work authorized at this time. A lefter of understanding will be generated today to inform
the owner/developer of this work and outline additional steps that must be taken prior to the building
permit release.
Dave Reichardt, superintendent to the Tivoli Lodge has been notified by phone this morning. He states an
excavatorwill be on site this morning to begin excrvation around 8:30/9Am.
Let me know if this is acceptable and if any other action is required.
Chadie Davis
Building Official
GG:Greg Denckla; Greg Hall; JR Mondragon; Russ Forrest; Stan Zemler
o
MMTINITY TOWNOF VAIL
75 S.FRONTAGEROAD
vArL. co 81657
970-479-2138
DEPARTMENT OF CO DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG. Permit #: D04-0004
Job Address: 356 HANSON RANCH RD VAIL Status . . . : ISSUED
Location.......: TMLI HOTEL Applied. . : 0411312004
Parcel No....: 210108242005 lssued...: 04/22/2004
Project No . : ?? Expires . . .: 1011912004
OWNER IJAZIER, ROBERT T. & DIAIiIE J.O4/L3/2004 PhONC:
PO BOX 1325
VAIL CO
8r6s7
License:
coMrRAcToR A.R. TECH SERVICES, INC. 04/L3/2004 Phone: 303-289-2000
85OO ROSEI\4ARY STREET
COMMERCE CITY, CO
80022
License:169-S
APPLICANT A.R. TECH SERVICES, INC. 04/L3/2004 Phone: 303-289-2000
85OO ROSEMARY STREET
COMMERCE CITY, CO
80022
License:169-S
Desciption:
ASBESTOS REMOVAL OF THE TIVOLI HOTEL
Occupancy:
Type Construction:
Type Occupancy: ??
Valuation: $60,000.00
Fireplace Information: Resficted:
Add Sq Ft: 0
# ofcas Logs: 0
$0. O0 Total Permit Fe€->
$0 - 00 Payments---------;'
# of Gas Appliances: 0
s713 .75 Restuarant Plan ReYiew-->
s463.94 DRB Fee__-___>
$0. 00 Recreation Fee*-------t
$3.00 Clean-upDepnsit-->
# of Wood Pellet: 0
Building--->
Plan Check->
Inyestigation->
will calt-_>
$0. 00 Total Calculated Fees-> $1, 180 . 59
$0. o0 Additional Fees > $1,054.69)
TOTAL FEES-> S1, 18 O . c 9 BALANCE DUE------->
$115.00
$116.00
$0.00
'l,t** *'l ++* t * | * | t:| a at **:t:** *,i * rl rt,t'l
Approvals:I€em: 05400 PLANNING DEPART!,IENT
Item: 05600 FIRE DEPARTMEMI
o4/L6/20o4 mvaughan Action: AP
Item: 05500 PI)BLIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
| +a l * * **:i +,1*,ll *,1+ * | +t'l'l +:l:* *f ,l *'l*'t * +*++ + I *,t'l
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 sfiucture according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQIJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479.2149 OFFICE FROM 8:00 AM - 4 PM.
SIGNATURE OF OWNER OR CTOR FOR HIMSELF AND OWNEF
PAGE 2
***********'t*,t*|***'l:lt{t!t***********:}*:t*lt't,}******:t:*;}'t{t'}'}****|t**!t+*******{t**'}!t!t***'t***********:t*:t:|!********
CONDITIONS OF APPROVAL
Permit#: D04-0004 asof04-22-2004 Status: ISSUED
{tt}**+*:i:}:}+**{r*ti'tt't't**++****++*'tIi*|*tttt***++++*'f***'ti**'t+**,}'}r}++++++*+***t*fff:t****++*+*:i*****t'}:tr{r*'}***
PermitType: DEMO. OF PART/ALL BLDG.
Applicant A.R. TECH SERVICES,INC.
303-289-2000
Job Address: 356 HANSON RANCH RD VAIL
Location: TTVOLI HOTEL
ParcelNo: 210108242005
Description:
ASBESTOS REMOVAL OF THE TIVOLI HOTEL
Conditions:
Cond:38
(BLDG.): THIS PERMITIS GOOD FORASBESTOS ABATEMENTONLY.
AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE
FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK
occtrRrNc oN THIS SITE. rF FURTHER QUESIONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479-2250.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Applied: 04113/2004
Issued: 04/2212004
To Expire: 10/19/2004
** * ** * * ** * a + $f f *** * *t * * * '* *** ***++*** + + ***** ** *** * ** * *** +*f*+f* f* + +* * ** * *** * + + ** * **** t **** * **
TOWNOFVAIL, COLORADO Starement
* * + + + ++ + + * +* * *** +l * **** + + ++ + ++++ ++ * * *** ** +* *** * + ** + ++++++ ++ **t * * ** f**,r* * * * * ** *** * * + i +t + +** **
Statement, Nr:rnber: R040005658 Anount: 9116.00 04/22/200409:41 AM
Pa)rment Method: Check Init: DDc
Notation: Tivoli Lodge
20L2
Permit No: D04-0004 Tl4)e: DEMO. OF PART/AI,L BLDG.
ParceL No: 2!OtO8242OOs
Site Address: 355 IIANSON RA}iICH RD VAIL
Location: TMLI UOIIEIT
Tota1 Fees: $115.00
This Payment: $116,00 Total AJ-,L Pmts! $1L5.00
Balance: 50.00
**t*++**** ***t++*t************++t**+f+f******t***f** **************+***l*ff+*****************
ACCOUNTITEMLIST:
Account Code Descriotion Current Pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
58.00
58.00
APR-L6-aA@4 LI2 Le Fffll4:T0U Fit}:PnRTHEtn s7a47e"176
J.e47n4se
INCOIJIPLETE OR UIISIGTIIID
Prqgct *: .?wz -o'(lv Proj€ct tt: flao<- -oYlY
Building Pcrmit #:__
P. t /1,
mWWVIM
75 S. Frontage ltd.
Vail, Cdondo 81657
PruC*TTOH UIILT T{OT BE ACCEPTED IF
Permit
Asbestoe Permft #:
perotginatre l{o.19,
will not be acepfted wlthout tfie bllowing:
cf Generaf CertfrcaG and of Golorado
of disabling of the
names and contact
wasb load out ar€a
entry and ercifing deElls of abatement area. details of entryEnd o<iEng plans fur tfie
cupants of tie stnrture In unaftcted areas.
3 og SJ l-ry,
47q.511L
1ze.7Tct.5'7
Amountof Asbestos: Unear Feet:
Work Class: Nen ( ) Addition ( )Remodel( ) Repair( ) Demo( ) o$er( )
frtoffi-pc: rnterlor( ) Exterior( ) Eoth( )
Yes( )ffies() No()
(labor & lilaterials)
AwtvOtrteat PetfrI#
*** tr*rr*****.*r****r*r*rrr.*a**.*t*****FOR OFFICE USE OitLY+*t*** *****+tri*i ******+ *lrttt**** * c t * t'
Fpr ?? o4 o8:22a HR
IcH ".U":
Colorado D-partment of Public llealth end Envlronment
Alr PollutiOn Con[,ol Clivision - Stationary Sourccs Program - Indoor Air Unit
4300 Clnny Creek l}tivt Souh' APCS'S$B1
Denwr' Colorado 8{t2'16-t 530
Phone: 303{92'3100 - Fax; 30}702-0275
E-mel: $bssto@clets.Go.lrs
ASBESTOS ABATEMENT PERMIT
This pcflnh is g'rnrld subjccr rc Colorudo Air Quality Cortol Conrmi*sior RcgUl|aiar No, 8, Prrt B. sdoFcd Juuety l5'2001',
anO chcgivc fisdr lO, 2it9i. rhc Ab Q,qality Conuol .tcr C.RS, (29%l0t rid 2t.7-501 a scq) and lhc following pmvisions. ll
is only for thc purporo of rllowing ulcroc sbrqtratt
ADDITTONAL PERltlT PROVTSIONS:
By pcrformiry work undcr this pnnit drc rlcfamt eontslor.ggst thlt dro Divirhr mry rcro&c or suspcnd thir pernit
$ould thc Division lind thgt tbc co|orcbc
. has violatad or hu ai<tcrt and rbcncd In fhc vlohin of 25.?-50l or 2$?-.501 ct $q" C.R.S. or Rcgulrrion No, 8' or an ordsr
of tlrc Divition or Conmirsim,
r has failcd to mccr any pcrmit urd nortfcrficn roquirrrmt or Fibd 3o ooft!.| uy violrionr cifd by thc Division during any
inspec.tiott within r rtisonrUc pcrioo of dms, st Dry bc dorrmhcd by da Divisloo,
r hrs rscd mirrtFncobtion r 0ld b oDbioittg 6b pcrnit, ot'
r has comrnidcd'any act or olli$ftn whict does trot tlcca gcncrally sccaPsd rtandlds ofnE Prrclice of asbcsros lb.tctncnl,
AJ a conrrlctor, you mry bc subjgor to Chcr ticooscs and F uff$ dcFdtas o! ltc ttqultame0B of thc counry and mrniciprliry
in which rhc rvoi is *iirg FTfonrcd, Tlc Colo[do Dcpstnsrt of hblic tbrltlr rod Erndwncnt, Air Pollurirn Corrol
Division strongly suggests iha yoo dtcc,t with county ud mlniciprl .dtotltar fut orer o d:tnninc any othcr loctl
building/pcnnining rcquirrmcnB 6.t lst'f bc ml|.
THE ORIGINAL PERMIT MUST BE POSIDI' ON STTE AT ALL TIMES.
Inmcdbcly nally drc llalt o! proJeg diticctlur fuls (atttt''/r thovc) ot csll (ddrcs tbw) tnd rtc .PPtoPrLtc
cunty huitl rtcparman Dy le fnlA nodtfwthns hdtrlc ctrntr, h tie *opc of to* ot thc ttcduld.tort dtt6'.1 .
This asbestos abatement pcrmit is valid bcginning qlA}$M thrcugh I l:59 PM on 511112004.
Thc actual schcdulsd work ddca arc ttom 4l l2D@4 through Sl | 12004'
:ilJqoc{l\
irt-
p.1
Approvsl isrucd on: iV 1220O4
Rccord runbs: 4 l37tl
Nolicc Nrmbcr: 0dEAl?JtA
Vrriancq Nonc
Commau: Nonc
For the locEtiafl spccificd bclow:
Tivoll Lodgc
Crlllqr oi rooc on dl 3 tloon
3E5 Hruor Rrlch Rd.
V.il
EqhConty
This pcrmh hrs bccn issucd o:
A. R Tcch Scrlccr. lac.
8!lll Rorcmery Sr.
Couremc City, CO t0022
Anornt paid: 975.00
Cfrck nrnrbcl: &7 l9lg0704.
Pojoct Supewisor:
Prtricl Anllory Clnlno
Ccrificrion No.: I1365
Projcct AMS:
Lroarrd P, Hcrrol
Corific.tioo No.r 252
Ptojcu Managcr: IVAIVED
1'r
TOI^/NOFVAIL
75 S. FRONTAGE ROAD
VAIL, CO 81557
970479-2738
Valuation: $75,000.00
Fireplace Information: Restricted:
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG. Permit #: D04-0007
|ob Address: 356I{ANSON RANCH RD VAIL Status . . . : ISSUED
Location.......: 385 FIANSON RANCH ROAD Applied . . : 04/29/20M
ParcelNo....: 210708242005 Issued...: 05/06/2004
Project No. : 7? Expires . . .: 11,/02/2004
owNER TTAZIER, ROBERT T. & DrANE J.O4/29/2004 Phone:
PO BOX 1_32s
VAIIJ CO
81657
License:
CoNTRACTOR r-,AZrER CONSTRUCTION 04/29/2004 Phone: 970-476-56L0
P O BOX 1325
VAIIJ CO
81658
r,icenge: 105-A
APPLICANT T.AZIER CONSTRUCTION 04/29/2004 Phone: 97O-476-56LO
P O BOX 1325
VAII-, CO
81558
License: 105-A
Desciption:
Demo/rebuild new Tivoli Hotel
Occupancy:
Type Construction:
TypeOccupancy: ??
DEPARTMENT OF COMMUTY DEVELOPMENT
Add Sq Ff 0
# ofGas Appliances: 0 # ofGas Logs: 0 # of
wood Pellet: 0*****fF6**1|*** *|*** FEE SUMMARY
Building-> 5818. ?5 Restuarant Plan Review->
Plan Check-> S532 . 19 DRB Fee-->
So . 0o Total Calculated Fees--> Sr, 353 . 94
S0 . oo Additional Fees->$0.00
$o . oo Total Permit Fee----> $1, 353 . 94
$0 . 00 Payments-------> S1, 3s3 . 94
Investigation->
WillCall---->
$0.00 Receation Fee-->
g3 . oo Clean-up Deposit------>
TOTAL FEES-.-_> 9r,353.e4 BALANCE DU[E--->90.00
Approvals:Ite'm: 05100 BUILDING DEPARTMENT
O4/3O/2OO4 cdavis Action: AP THIS PERMIT IS
GOOD FOR REMOVAI-, OF STRUCTURE AlilD REGRADING AriID
VEGETATION OF LOT ONLY. NO ADDITIONAL EXCAVATION AL,LOWED
Item: 05400 PLANNING DEPARTMENI
PAGE2
Permit #: D04-0007
CONDITIONS OF APPROVAL
as of 05-0G20Ot
Permit Type: DEMO. OF PART/ALL BLDG.
Applicanr LAZIER CONSTRUCTION
970476-s610
Job Address: 356I{ANSON RANCH RD VAIL
Location: 386 HANSON RANCH ROAD
Parcel No: 270708242005
Description:
Demo/rebuild new Tivoli Hotel
Conditions:
Cond: CON0006400
(BLDG.): THIS PERMIT IS GOOD FOR DEMOLITION OF THE EXITING
STRUCTURE,REGRADIONG AND VEGITATION ONLY. NO ADDITIONAL
EXCAVATION OR CONSTRUCTION ALLOWED PRIORTO ISSUANCE OF THE
BUILDING PERMIT
Cond: L
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0005401
Construction fencing is required during demo of building
and no road closures or traffic delays allowed on Vail
Valley Drive.
Status: ISSUED
Applied: 04/29/2004
Issued: 05/06/2004
ToExpire 11/02/2004
05/06/2oo4 ceorge Act.ion: AP
IICM: O55OO FIRE DEPARTMENT
Item: 05500 PITBLIC WORKS
O4/3O/2O|4 Is Action: COND Ed Moulton and I
will discuss new staging plan for demo permit on Monday
May 3, 2OO4 Some use of Hanson Ranch Road will be fenced
off during demo of building.
05/03/2004 ls Action: COND New staging plan
submitted, Hanson Ranch will remain open at all times.
Contractor to place dumpsters within lot boundaries.
Fence j.s required. Bob l-,azier has stated fence will be
installed on Thrusday and maybe as early as l{ednesday.
tlay 5, 2OO4
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 structure according to the towns
zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM -
SIGNATURE OF OI^/NER OR CONTRACTOR FOR HIMSELF AND OWNEI
APPLICATION NOT BE ACCEPTED IF INCOMPLETE OR U
Project #:
o
WILL
Buildinq Permit#:
P ON
ll
e7
RECEIVEU
NWNOFYAIL
75 S. Frontage Rd.
Vail, Colorado 81657
tr9'nical, etc.[;;g,r ., ,,
CONTRACTOR INFORMATION
General Contractor:"il;r=-. C-. *e'r{J/'J Town ofVail Reg. Nol
/ __)o5:4
Contact and Phone #'s: qjU- %lO
Foee,cr Lnzrec,. sqo - l3tgse!_!
BUILDING PERMIT bor & Materials {"K,m
BUILDING: $ELECTRICAL: $OTHER: $
ToTAL: $ -75, OOO ^PLUMBING: $MECHANICAL: $
For Parcel # Contact Assessors Office at 970'328-8640 or visit
Job Name:
NEN -Tl\our Looerg Job Address: 386 Ronso^ knU PoaL
ffiF; 2 lF*r^ldil\'\\^*5 ll suuoinision: \qi\ \r\\oqe
t DIANE l-Rac Address: t*t llarxrn Rqr'.ln Ql., {ai\Phnna'' "'"-'t{16 -%to Owners Name:Df|Rrt-Rf
ArchitecUDesiqner:M\KE trbsrEal BDA
Tddres$ pl3R=Spvuce St. , stc. llo
eou\dir . C.o Ro3OA-tlff- qqq - q$sg
Engineer: PerEe l\AoirEcE AddesI-%-Eenfmqa-K 8d' sta ' Zott
Au6Y1 -o <lLLO Phone: ql{q - 1-7bg
i btit\d neur stnuc-*ure'
)J
WorkClass: New() Addition( ) Remodel ( ) Repair( ) Demo(l Other( )
W"rL Type, Interior ( ) Exterior ( ) Botn (l Ooe" un EHU exist at thls tocation: Yes ( ) No M
Type of Bldg.: Singte-family ( ) Two-family ( ) Multi-family ( ) Commercial (yt Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building: 48
,t. A
Nn/Tvne nf Firentaces Existino: Gas Aooliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (v)!
No/Tvpe of Fireplaces fropos"O: O"s nppf l
ffis(/) No()ffi Yes(rzJ No(
******************************** FO R O F F lC E U S E ON L
07t2612002
\\VAiIWAtA\CdEV\FORMS\PERMITS\BLDGPERM. DOC
ruw#
Design Review Board
ACTION FORM
Deparbnent of Community Development
75 Sorrth Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: T'ivoli Hotel Redevelopment DRB Number: DRB020404
Proiect Description:
Demo/rebuild new Tivoli Hotel
Pafticipants:
OWNER LAAE& ROBERT T. & DIANE J.11/11/2002 Phone:
PO BOX 132s
VAIL CO
81657
License:
APPUCANT I4ZIER" ROBERTT. & DIANE J.LL|IL|2002 Phone: 476-5610/390-1919
PO BOX 1325
VAIL CO
81657
License:
Project Addrcss: 356 HANSON MNCH RD VAIL Location:
Legal Description: [ot: E Block: 2 Subdivision: VAIL VILI-AGE FIUNG 5
Parcel Number: 210108242005
Comments: See Ordinance No. 12, Series of 2003
BOARD/STAFF ACTION
Motion By: Woldrich Action: APPROVED
Second By: Rogers
Vote: 5-0 DateofApproval: 05/15/2003
Conditions:
Cond: 8
(PI-AN): 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: CON0006318
Approved per plans dated May 15, 2003
Planner: George Ruther DRB Fee Paid: $650.00
THIS AGREEMENT {the ',Agreement,'), made effective tn" fr day of IIA\, 2004, is by and between VAIL ASSOCfATES INC.; a Coloradd colporatlon ("VAI") and Robert T. and Diane J. Lazier
I tr F)arro I nrra r rr \
\ vv vv*vlle! /.
In consj-deration of the benef its dcri rzcrt l-rrr l-l terms, covenants and conditior," ".iti"::f;tl::"?X.ti;"oi:::?:".1:^e u!. rl, L qrl\.r suffici-ency of which is hereby acknowledged, the parties hereto agree as follows:
of the project commonly known as Tivoli Lodge redevelopment,l-ocated on Lot E, Block 2, Vait Vill_age Fifth Filing, VaiI,Colorado, also known as 356 Hanson Ranch Road (the nTivolj_
Lodge" ) and subject to the terms, covenants and condlti-ons set f orth in thi s Acrcemcnl- \7AT haral , v^! rrc.r_cD! grants permisslon to Developer for the following:
Develrlntrr m:v ltse- rirrri nn thc TFrm .\f i-hi c Arr ve v er\,/yc.! rrLcr.r .-y-f eement,certain portions of Lot D-1 and Tract E, Block 2, VaiI Viltaqe Fifth Filing lying respectively west and south and adiacent fo the Ti \rrl'l i {tho rr\/A T.rnArr \ r^rhi nh nar+ i .. v \_/rr \ Lrrs v.] rJarr\.. / wlr_Lurr l,of tlons are more specif icalIy identlfied and depicted on Exhibit A attached hereto and incorporated herein by thisffince ("Exhibit A" ) f or use as a
a-atn qT' rtt /-T' I nn et:.r ---:zan9 area in conneCtion with the lpdcrrol ^r'\'"ahl- n f
i hc Ti rzn l i r.nrlna
vrvvrrrvrrr v!
3. Use. Developer shaLL be allowed to use the VA Land for the purposes described in paragraph 2 above and as shown on Exhibit A. Developer's use of the vA Land hereunder specifiealrv exc]udes storage of fuer or any other hazardous subst.a-nce on the r7t\ t -*r ' 'wer of ihi q nrorri si on sha l I rarrrri ra f ho nri nr v.1 IJallLl, crrry Wd -L written consent of the vA Representative. Developer's use sha11,at al-] times, be in compliance with all rules and regulations and other requlrements of the Town of Vai1.
1. Term.Tho "Tarmtt nf +l-.i -\,/.1- LtlrJ Agreement shal- I conmence
and shal-l terminate on of the redeveloped Tivoli
2005, unless s-oo.rer
on the date of execution by the parti_es the earlier completion of construction Lodge (as defined below) or January 31,terminated as provided herein.
z_In connection wj-th Developer's construction
A Obligations of Developer. In consideration of receiving permission frorn VaI to use the VA Land, Developer agrees to comply, at its sole cost and expense, with alf obligations set forth herein and on the attached exhibits including wlthout limitation the fol-lowins:
(a) Erection of six-foot tatl_r gr€en visual- screening to be backed or supported by chain Link fence (or its equivareni
as approved by the Town of va11) around and along the those areas on the vA Land defined on Exhibit A as "constru6tion Fence",which erectj-on shall- be ooiffi-alrofessional manner and to the specifications of the Representatrve;
(b) Protection of exi_stlng improvements and vegetation, including without limitation the bike path lying west and south of the Tivoli Lodge, utir-ities, lamppostb and Lre6s, o.,or near the VA f-,and,' in the event that Dcrre l ^i'.,-o. a samages,destroys or otherwise disrupts any improvemenl or utiiity on the VA Land, Developer sha11 immediately notifv the VA Representatj-ve, Jeff Babb 479-4008,-of suci: damase or destruction, and promptly thereafter, at the dir6ction and to the satisfaction of the vA Representative, Developer shalf replace,r a /' '\ rt q l- r. r 1 '' t- r.hlif and otherpigg 1-ake :nr/ er-.t i .1n necess:r\/ 1- .\urrq \-/Lrr(;! yvl_g L(:r\E Cr.rry ct\-LIvlt _-_____-- | __restore' repar-r, reconstruct or replace any damaged, destroyed,removed or inoperable improvements caused by or irisinq fro;Developer's use of the VA Land or construction of the fivoli Lodge redevelopment; Developer's removal of trees and vesetati.on on the VA Land is hereby strictry prohibited without the firior wrr-tten consent of the VA Representative;
(c) Maintenance of normaf and unobstructed use by others of the bike path lying west and south of the Tlvoli Lodqe reconstruct i on
(d) Maintenance of the VA Land free from accumulatlon of waste materials, rubbish and the llke caused bv operations on t.he vA Land, including without limi-tation, uppropiiate conlrol of stormwater or sediment run off as may be dj-rected by the Parrra cani rf i rra .efwvt
(e) Performance of any and all activities necessitated by any petroleum product or other discharge, including without limitation crean up of such discharge according to aIi rules and regulations of Town of ValL and/or any federal, state or local governmental- authority- Developer further agrees to immediaLeJ_y notify the Representatj-ve in the event of any substance discharle necessitating activity hereunder; and
(f) In anticipation of the expiration, or upon earlier termination, of the Term of this Agreement, Developer ihal_1, to the specifications and satisfaction of the \/A Rcnresent at.i rrc.
timelv: 'Jl r\er/rvuurrLqLrv\-'
(f) Replace any trees, vegetati_on, boulders or other objects removed from the VA Land and repair any slrucrures or other improvements a l-tered,-
(il) Remove rubbish from and about the
IAYDOWN. FRM
tbn\docs\forms
alI fencing, waste materials and
VA Land as wel-L as all_ Developer's or
-2-April 29, 200{
it subDevelopers' too1s, equipment, machlnery and surplus materials;
(iii) Resurface, regrade and/or revegetate the VA Land at the directlon of and to the satisfaction of the Va Representative; and
(1v) Upon completion of the above, vacate the VA Land no Later than the Termination Date set forth 1n Section 1 above.
5. DefaUlt. Tf F)arzal nrrar fails fn nerfnrm .in aCCOrdanCe with ihe t.'mfco";;.;;;";;5';.;;ii;.;; 5;'i;ii i,n,""*.nt or j_s otherwise in defauft of any of the terms of this Agreement, then vlr, after giving 10 days'prior written notice to Devefoper of the alleged defau]t, and upon Developer's faifure to cure such breach wlthin said 10 days, shall- have the option to termlnate this Agreement and pursue al-f remedies availabfe at law or i_n equity.
,-_- 9: .99mplialce wj-!h I,?wlsafety Program. Developer warrants that lt wl11 compty wi-th all appricable laws, ordinances, rules and regulations havi-ng jurisdiction over the vA Land. Developer sha-l-l be-responsible for its own safety program and complianc'e with applicable Occupational Safety and Health Act requlatlons.
Rul-es and Requlations.All- rules effect on the VA Land and withln the Town of
and regulations in
Vai-1 or access
s,: f Ft \f anrl r-nndrrgl
flarra l nrror i + c , lue
thereto regarding passes, lists of employees,on the property shaII be strictly observed by subDevelopers and employees.
8. Insurance. At al-l- tjmes cirrri na thc Term of this -_--=--_Agreement' DeveJ-oper shall carry and maintain, in full force and effect, at its sole cost and expense, the folfowing insurance
^^l.i ^.i ^^ .,.i.r-r,- .i-^por_r_ures w-LLn lnsurance companj_es satisfactory to VAI . Such
nol i ni cs shal I i nf:l ttcle a nrorzi q.i nn roctrr i ri ncr a mi n.imrrm nf t-hi r+r,€r r./ J_ \., v.,J-JJ\JI. u rrrr4r_lr(tLrrLr lJr Lrl.L.t_ Ly (30) days'notice to VAr of any change or cancellation. vAr shall be named as additional named insured on the poficles l-isted in Subparagraphs 8 (a) and (b) .
(a) Comprehensive general liability insurance l-n an occurrence format in an amount of 91r000,000 per occurrence,including the following coverages: contractual fiability,personal injury, broad form property damage, independenl Developers and VA Land operat j-ons.
(b) Comprehensive automobile liabilj-ty insurance on all vehic]es used j-n connection wlth this Agreement, r-n an amounr of 9500,000 combined si-ngIe fimits for bodily injury and property
rl-=rnrrra \,.qrrcr g c , ;zvr wuuurlenCe.
T,AYDOI4N. ERI.I
tbrr\docs\forns -3-April 29t 2004
(c) workers' compensation insurance in accordance wi_th the provisions of the workers' compensation Act of the state of col-orado for all 1ts employees accessing the vA Land. vAr required sole proprietors who are excluded under the Ar:t rn .:rr'Workers' Compensat j-on insurance .
Deveroper agrees to provide VAr with certificates of insurance evidencing the policies tisted above upon execution of this Aqreement.
9. Indemnity. DeveJ_oper agrees to indemnify, defend and hold harmlesE-VET;its subsi-dlaries and affiliatesl its respectr-ve agents, officers, directors, servants and employees of and from any and all llability, claims, 1iens, demands,-""iions and causes of action whatsoever arising out of or relat.ed to any loss, cost, damage or lnjury, including death, of any person or damage to property of any kind arising in connection with Developer's use of the VA Land, includlng without limitation, (a)those caused by Developer's operatlons oi the misconduct or negllgent acts, errors or omissions of Developer, its subDeveropers, material-men or any person direttry or indirectl_v employed or engaged by them, or any of them, while conductino i.rv activity associated with the use of the VA Land or related thereto, or (b) those arising out of or rel_ated to alleqed contamination of the VA Land by any hazardous or toxic 6ubstance,nnl lrrtah+ ^r ^^n+am-i nant- 'i nr'l rrrli ncr nFtrnlerrm nr a llcrrorl inirrr'Fv44uesrre , r r r \, r L,a \"a _L I r y yc L!\JlgLartl, ut _-_-y or_ threat of injury, health or safety or the environment, or alleged noncompliance with any federil, state or 1oca1 environmental statutes, regulations, ordinances, permits,approvals or orders, including without l-imitatj_on the comprehensive Environmental- Response, compensation and Liability Act, 42 v.s.c. r) 9601 et seq., as amended from time to time, or under any common Iaw cl-Tmjncluding cLaims for personal injury or. property damage or for any claim by any governmental- or prJ-vate party for remedial or removal cosls, natural resource damages, property damages, damages for personal for personal injuries, or other costs, expenses or dlmages or any claim for injunctive reLief arising from any alleged injury or threat of injury to heal-th, safety or the environment rel_aiinq to the VA Land.
10.its dutles
't- ha nri ^r
under this Agreement or written consent of VAI
11. Notices.. (a) Any notice, demand or communication which either parEy may desiie or be required to gj-ve to the other party shall- be in writing and shal-l be deerned suificiently given or rendered if deLivered personally or sent by first class inited States mai1, postage prepaid, addressed as follows:
LAYDOWN. TRM
tbi\docs\ forlns
Delegat ion /As s i qnmenc Developer shall not delegate assign thj-s Agreement without
-4-Apr\I 29, 20A4
ff to VA]:Vail Associates fnc.
H.U. IJOX I Vail, Col-orado 81658 Attention: Jeff Babb, 479-4008 Cc: Gerry Arnold, 845-2658
Ed Moul-ton
386 Hanson Ranch Road Vail, CO
4'7 6-5615, cell 390-Li-26
Eit her nartv sh:11 harze the ri clht tn do<i rrn=t-6 i h ys! Ly .:,rr,cr.r rr(r v\, Lrr!; r-J_grru wf iting, SefVed as provided above, a different address to which anv notlce,demand or communication is to be mailed.
(b) In the event of a default by Developer of its obligations hereunder, verbal not j-ce, demand or communi ..ati on lrrz
I hc Rcnraqant.rf irro rn n^.'^r ^^^-;- ;::-:-^:.':- i.-^
E4v^l vv ye to Developer's RepresenLative, Ed Moulton,shall- be deemed suffi_clent notice under this Agreement.
12- Entire Agreement. This Agreement contains the entire agreement and understanding of the parties with respect to the entife sttb-i er-t matter hcrenf - and there :rF nr.l rFyrraqanr-rr 1r-\71c e Lvr rrurs\./r, crrrlr err\?!\? a-L\, rl\,/ J.q,.t1- __inducements, promises or agreements, oral or otherwise, not embodied herein. Anw anr'l al I rrrin'rrL L\Jr discuss j-ons, agreements,proposals, negotiations and representations reLatinq thereto are merged here-i.n
13. Misce.l-laneous. (a) If any cl_ause or provision of this Agreement
=EelT-5e-he1d- to be invaiid in whole or in nerr- rhen
thc rcm:i ni nn nr :rrcac -^.0 ^-^,.. -i:^:- :- ^^:;:^::
*" --- "'r-r_rry ,.-rduses and provisions, or portions thereof , shatl neverthel-ess be and remai-n 1n full force and effecr.
(b) No amendment, aLteration, modiflcation of or addition to this Agreement shaLl be val-id or binding unress expressed in writing and signed by the parties to be bound thereby.
(c) The captions of each section are added as a matter of convenience only and shall be consi-dered of no effect in the constructi-on of any provision of this Agreement.
(d) If any party hereto shall bring any suit or action against another tor rel-i-ef, declaratory or otherwise, arising out-of this Agreement, the prevailing party shall have and recover agaj-nst the other party, in addition to all court costs and disbursements, such sum as the court may adjudge to be reasonable attorneys' fees.
If to Developer:
(e) This Agreement shall be governed by and
I,AY DOWN . FR}.!
tbn\docs\ Io.ns -5-ApriI 29, 2004
interpreted in accordance with the laws of the state of colorado.
(f) Any and alL warranties, provisions, rights and obligations of the parties herein described and agreed to be performed subsequent to the termination of this Aqreement sha1l survive the termination of this Agreement
- (S) Time is of t.he essence with respect to the performance of each of the covenants and agreements herein set forth.
. 14. Coun!e_rpaEts; Fagsimile_ Transmission. This Agreement may be executed by facsimer of counterparts, any or a1l- of which may contain the signatures of l-ess than all the parties, and all of which sha11 be construed together as but a single instrument and shall be binding on the parties as though originally executed on one originally executed document. All facsimil-e counterparts shal1 be piomptry fotlowed with del-ivery of original executed counterparts.
IN WITNESS WHEREOF, the partj-es hereto have executed this Agreement as of the respective dates set forth betow to become effecti-ve as of the date of this Asreement.
VAIL ASSOCIATES, INC.,a Colorado co
Name:
TitLe:
IAYDOWN. FR}{
tbn\docs\forms -5-April 29, 2004
P'hon6 (303) 763 9GtO
F.x{3@t7G|rut
o
N" a**t-tsArrc.HERRO
Arlcb'lrd ffiIo|d.lhanlo{r l.t.|tdl
May ll5,2lX!f
To: Tlvoli Lodge/Deve Reichardt
Locetlol: 'conmclr{rl Property', Tlvoff Lodge, 3t6 Hrnrotr Rench Rd, vrir, co s1657
Servlccc Rcquested: Envlronmental Concultetion/Asbestos Abatement
1. P-j"", is specifically related to the removal activities associated with regulated Asbestos-Containing Materials (ACM).
Tbc following work area{s) bave bccn concludcd as follows.
WorkArea:Asbestos Abatement has been concluded in the 11 ,md Floors of the Main
Building Spray Applied Acoustical Ceiling Spray Material
Successful Final Visual Containment Inspection: OS/O4/M
$S99ss!4 ftlql clearqq'.gg Ai'_*!{!qI9!!Ci !I@/04
Prior to demobilization of the work are4 'all' final clearance air monitoring samples, on conclusion of Asbestos remediation activities, remained below all loca[ state and federal regularory requiremeots, including but not limit€d to AeCC Regulation
8 (state)' 29 CFR 1926.110l (OSHA), 40 CFR Part 6l EPA (NESHAP), and 40 cFRt63 EpA (AHERA) 1*t "."
."!.rira;,
which criteria was esrablishcd at <={.01 flcc, pcM, and/or <70 vrsn2, TEM (where applicable).
Bascd on the aforenentioned analyscs, I{ERRONo is of the opinion that all areas specific to the removal activities which were involved in the remediation has been cornpleted and after the conclusion of our final site investigation confirming the removal of the polyethylene shceting and duct tape from the work areas as required under AeCC Regultio,n g, the Buiiding
is relcased to the Owuer for dcmolition in accordance with local, state, and federal regulations.
This final site investigation is curre,ntly in progress, and will be conrpleted this afternoon.
Please feel free to cootact the undersigned should you bave any questions.
Thanks in advance.
dPb*
L.P. (Lennie) Herron, lndustrial Hygienist
CEO/Director
HERRONo Enterprises USA, Inc.
Page No. - I
r:J u+ u /: +ua Susan, Dona I d Johnson 9?a6 - 5508 o-s o P-2
Import approx. 2200 cubic yards structural fill
.Iohn Deerc 755b to push of and level site
Edunrds Excavating Inc.Lane Edwqrds, Colorado g1632
(970) 926-3395 phone
{970f926-5S08 fax
$22,000.00
${f,000.00
This pricing roflects irnport and leveling ofdbt, if tlrc material needs to be compacred
thqg,yir be an additional pricc for compaction. If topsoil is needed it can be brought in
at $250.00 per tandem tnrck load. lf you have any acltlitional questions please feel frce to
contacf me. 'l hanks,
r|P.- t:J u.t u/:+ua Susan, Donald Johnson 97 26 -5508 o-3
o
This pricing rcflects import and leveting of tlirt, if the material nee<Js to be compacted
the_r9,ryill lrc an additional price for compaction. If ropsoil is needed it can be brought in
at$250-00pertandelntruckload- Ifyouhaveanyacklitionalquestionspleasefeel frecto
contact me. 'l hanks.
p."
Ett ENru.rRtr
o s
In
lmport approx. 2200 cubic yards structural lill
.Iohn Deere 755b to push oland level site
Edwards Excavating Inc.Lane EdwardslGoforado 91632
(970) 926-3395 phone
(970) 926-5808 fax
$22.000.00
$8,000.00
rrrr ..J tl.l ui:+ua $usan, Donald ,lohnson g?6 -5s08 0 -s2
o p."
Esfimate for filline in Tivoli Site nfter demolitioE
Edwards Excavating Inc.
Lane Edwards, Colorado 81632
(970) 926-3395 phone
{970} 926.5508 fax
$22,000.00
$8.000.00
HNruAHtrS Erl tns
lrnport appr<rx. 2200 cubic yards structural fill
.Iohn l)eere 755b to push of and level site
This pricing rsflects import and leveling of dirt" ifthe material needs to be compacted
there will be an additional pricc for compaction. Iftopsoil is needed it can be brought in
at $250.00 per (andcm truck load. Ifyou have any additional questions please feel free to
contact me.'l'hanks.
.- \, wa tu: glg
ADVANCEDHOMEAND
CARE, TNC.
POBOxTlt5
AVON, CO8t620
(970)e49-5578
|_-i--!-..I r\lAME/ADDRESS
t---.....-_-_
o
LAU/N
o
Estimate
I DArE fesnunre ro. i
_l+____...1 ' lntnwt I rr I
I
-J $r,e7o.oo I
e.l
.J
DESCRIPTION
JJOTAL
t-.r vr ru:\tla
ADVANCEDI{OMEAND
CARE,INC.
POBOx?ll5
AVON, COg1620
(970) e49_s578
I NAME/ADDRESS
l=;":...-.*_-._-.-
I
rrvt(Jll Lodg€
I
o
LAWN
P.1
Estimate
l
I ------_-..-.--, rrc?are soil ond lay sod ( f 3,000 sq
j
I
I
DESCRIPTION
_J _TOTAL
-_J
ct,rro.oo I
!- \, uT tui\tla
ADVA}ICEDHOMEAND
CARE, TNC.
POBOXTll5
AVON, CO 81620
(970) e49-s578
I I{AME/ADDRESS
?ivioll Lodgc
L--.-.%
P. I o
LAWN
Estimate
-J
I I
I
I
J_TOTAL ;,1
@u,uf
EXCEPTIONAL LOOGING ATTHE BASE OFVAIL MOUNTAIN
Vegetation Protection Plan
-Trees located on the North Easl corner of site will be protected lry
f'ence (as shown on staging plan).
-All other trees and bushes on site will remain undisturbecl during the
demolition process.
[-andscaping & Regr.ading Plan
-h-r tlie event that we are unable to reLruild, tlre site will be Jilled in
and grass pl:rnted.
-Estimated cost to regrade property and plant grass is $20,000.00.
Bond or l-ettel of L-redit in the amount of $25,000.00 will be secured
to covel above costs.
BOB & DIANE LAZIER / 3A6 HANSON RANCH RD. VAIL, COLORADO
RESERVATf ONS / 1.A00,451-4756 e-rrrall: tlvoli @wail.het
a1657 ./ PH(}NE {97O} 476-5615
FAX (97(}' 476-66()1
W@D,ut
EXCEPTIONAL LODGING ATTHE BASF OFVAIL MOUNTAIN
Vegetation Protection lllan
-Trees located on the North East colner of site will be protected by
f-ence (a.s shown on staging plan).
-All othel trees and bushes on sit"e will remain undisturbecl during the
demolition process.
I-andscaping & Reglading Plan
-ln the event that we are unable to relruild, the site will be filted in
and gras.s planted.
-Estimated cost to regrade property and plant grass is $20,000.00.
Bond or [-,etter of Credit in rhe antount of $25.000.00 will be secured
to covel' aLrove costs.
B()B & DIANE LAZIE;',,I 3A6 HANSON RANCH RD- VA!L. COLORADO
REsERVATfONS / 1-aoo-451475e e-rrreil: tlvola@vail.net
81657 / PHONE (97O) 476-561s
FAX (970t 476-66()1
E|@U,
THE BASF OF VAI OFVAIL MOUNTAIN
Vegetation Plotection Plan
-Trees located on the North East conlet: of site will be protected by
t-ence (as shown on staging plan).
-All othel trees and bushes on site will rernain undisturbed during the
derr, olition llrocess.
l-andscaping & Regrading Plan
-lrr the event that we are unable to retruild. tlre site will be filled in
and grass planted.
-Estimated cost to regrade ploperry and plant grass is $20,000.00.
llond or f-ettel'of C,-rcdit in the amount of $25.000.00 will be securcd
to cover above costs.
B()B & DIANE LA^ZIF'A,/ 3A6 HANSON RANCH RD. VAIL, COLORADO
RESERVATfONS / 1-8.00'4514756 e-rttail: tivoli (dvail-net
al657 / PH()NE (97O) 476-5615
FAX (970| 476-6601
EXCEPTIONAL LODGING AT
EXCEPTIONAL LODGING ATTHE BASE OFVAIL MOUNTATN
BC)B & DIANE L4.ZIER / 3A5 HANS()N RANCH RD. VAIL. COLORADO
RESERVATIONS t [A00451-4756 o-rnait: tivotl@vatt.net
Tivoli l-odge l)emolition plan
our asbcstos abaremenr will be completc May l., 2004, we cun.enrly possess a demo pc|rnit fronr the state of (,lolorado as pall. of our Astrestos pennil. trve'nrust begi6 defirolitic]' rvithin l0 days ol'complction of asbcstos abatement 1o avoicl hal,i'g to
rcsubmit a derno lrerrnit to tlre Stale.
I"
Dernolish lop l1txl'(.ivood structule) ol Wcst Wing (ncrv addition) going liO feet into
crriginal $ll'ucture, inclucling rcnf. (As shorvn olr Exhibil 19
Phuse T'wo
Iiemovc exisling deck on Last sicle of'building ancl pul construction clumpster in place for
denro of rcrol'and existing apurrtment on l'our-th floor. (As sholvn on lixhibit lg
Ithase Three
Demolition of'lowel ljrree floors ol'West Wing (nc'w addition) and ol'original builclilg
(includes concretc structure). (As shora,n on F.xhihit Af
41657 ./ PHONE (97|J1 476-5615
FAX (9701 476-6,601
EXCEPTIONAL LODGING .AT TIIE BASE OF VAIL MOUNTAIN
BOB & DIANE LA'Z'EB / 3A6 HANSON RANCH RD. VAIL, COLORADO
RESERVATIONs , LAOO-1151-4756 6-rnail: iavoll@vail-n6t
Tivoli Lodge l)emolition plan
our a^sbestos abatement will be complete May l., 2004. we currenrly possess a demo peflnit fionr the State of colorado as parl of our Aslresl.os penrit. We nrust begin
dernolition rvithin I0 days ol'completion o[aslrestos abateinent 1o avoirl harrlg to
lssubmit a denro pernit to the State.
I
Dern.lish 1op l1oor (rv..d slructure) .l'west wing (ncrv additi.u) going 30 feet irrt.oliginal strrrcture, including rool. 1As shorvn on Ilxhibit /g
Phsse Two
Remove existing deck r:n Fiast sicle ol'builcling and pul corrstruction clunrpster i6 place fol.
derno of roof and existing apa{ment on l'ourth l'loor. (As shor.vn on ]ixhibil zg
Phase Three
Domolition of lower'lluee fioors of West Wing (ncrv addition) and of original builclilg
(includes collcrete strllcture). (As shorrn on Fixhibit @
416s7 / PHC)NE l970l 476:5615
FAX l97O) 476- 601
EXCEPTIONAL L()DGING Af THE BASE OFVAIL MOUNTAIN
BOB & DIAN€ LAZIEN / 3A6 HANSON RANCH RD- VAIL. COLORADO
REsERVATfONS / LAOO-4i51-4756 €-rnall: ttvol@vait.net
Tivoli l-odge l)emolition plan
our asbcstos abaremcnt will be complctc May l, 2004. we currenrly possess a cle'ro pgrnit frorn tJre statc o1'(--olor.acjo as part of our Asbesros pennil. we^nrust begin dcrnolition rvilhin l0 days of completion of asbcstos ahatenrent {g avoicl har..rng to
rcsubmil a derno pennit to the State.
Dernolisb toil lloor lrvcxrd structure) o1'West Wing (nov additiou) going li0 feer ilt'
original structure. including rool. (As showrr on Ilxhibit l$
Phur^e Twa
Itetrrove cxisting deck on East sicle ol'btri.lding and ptrl construclion clumpster in place for
demo of roo{'and existing apartment on l.ourth flt>or. (As showr on ljxhjbit fq
Phose Three
L)emolition ol'loq'er lhlee {loors ol'Wcst Wing lrrcrv adclition) ancl o1-original truilcling
linclLrdes celrcrete structt-x'e). (As shou'n on Flxhihit A1
ar6s7 / PH('NE t9701 476-5615
FAX (97O' 476-66(,1
t
APIPIL ACCEPTED IF INCOMPLETE OR
Project #:
tl
e7
RECE,VE IJ
etc.l',,r;; )! :: ,,1;;.1,,
Buildinq Permit #:
NWNWUAIL
75 S. Frontage Rd.
Vail. Colorado 81657
s: t{-16-<3lo
Foee'c* LRzree. 3qo - lqrq cerl
OTHER:$BUILDING: $
TOTAL:$ 75, OOO -PLUMBING:$
CONTRACTOR INFORMATION
BUILDING PERMIT
For Parcel # Contact Assessors Office at 970-328-8640 or visit
2to l0Ea+eoo5
Job Address: 3Eb
: l\3tl .Sgvuee =tf. .,31..
e extstrn3 Ttvoli ildrng I
WorkClass: New() Addition() Remodel ( ) Repair() Demo(r) Other()
Does an EHU exist at this location: Yes ( ) No (Work Type: Interior ( ) Exterior ( ) Both (
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial (vf Restaurant ( ) Other ( )
No. of Accommodation Units in this building: 48 No, of Existing Dwelling Units in this building:
Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq {l L
r*{H*.|r,*E*.}}tffiffir}r.r!HFoR oFFlcE usE oNL
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Vail Fire and Emergengt Services 42 lVest Meadow Drive Vail" Colorado, 81657
FIRE INCIDENT REPORT
INCIDENT NUMBER: 01-2004-0000595
Date: April4, 2004
Location: The Tivoli Lodge
Address: 3S6lfunson Ranch Road, Vail, Eagle County, Colorado
Incident Type: Structure Fire
Damage Estimate:
970-479-2250
This report contains the results of Yail Fire and Emergency Services'investigation of afire occurring
at the Tivoli Lodge, 386 Hanson Ranch Road, Vail, Colorado.
SAMMARY STATEMENT
This ftre was the result of a motor overheating in a negative air machine being usedfor ssbestos
abatemenL
BACKGROAND INFORMATION
Prior to the Jire in this building, the Tivoli Lodge was in the process of Asbestos Abatement This
operation was being conducted in preparationfor demolition to begin thereafter.
Abatement operations were being conducted under Town of Vail permit # D04-0004. The contractor
listed on the permit applicution is aftrm doing business us A. R Tech Services Proiect managet is JoeI
Lederman Lennie Herron is listed as both the project designer and the air monitoring speciali*
Project administrator is Duve Reichardt All contacl phone numbers are attached to the fiIe associated with
this incident
According to the above listed partics, abatement operations were in the final phase, Though a final
environmental had not been conducted, it was widely held thst the areas undet contractfor abaternent were
,,99 percent" ctean This statement is attributed to comments nade by both Messr's Lederman ond Reichatdl
FrRE TNCTDENT REPORT 01-2U0000s9s
Page 2
In uccordance with the scope and intent of this project, both the Jire sprinkler and ftre alarm systcms
had heen shut down pfior to the start of this projecl Permission was granted by Vail Fire and Emergency
Services.
FIRE DEPARTMENT RESPONSE
Initiul alarm was transmitted to Vail Communications Center @ispatch) via 911 from the property.
The building's alarm system wq.s not operational at the time of the fire. (See above).
Vail Fire and Emergency Services'was disparched to this call st around 07:12 am" First arriving unit was
on scene at around 07:16 arn, and reported light smoke showing from one side.
Crews were met on scene by responsible parties associated with the abatement project At that time
crews b'erc advised of heavy smoke conditions They were also informed that it was believed that one of the
negative uir machines usedfor ventilation had burned ap.
Crews gained entry through the main entrance to the lodge aftcr cutting apadlock and chain The
chain and padlock were placed there in order to provide building securitJt during asbestos abatement
(Ipon entry crehts encountered heauy smoke with notire immediauly visible. Initial crew sesrched to the
third floor without encountering active flame conditions.
Additional crews arrived on scene almost simultaneously with first aniving unil These crews assisted
with search and were able to confine the Jire to a negative air machine located in the main entry lobby of the
lodge. Crews extinguished a smalltire in the area of this machine and began to ventilate the area
Fire was declared under control and ertinguished Scene was turned over to investigation crew at this
time.
INW S TI GATI ON S TATE ME NT
Investigators with Vait Fbe and Emergency Sewices' met with representutives of A, R Tech Services
on scene. Initial inteniew with Messr's. Lederman and Patrick Cimino provided the following information
For this project A. R Tech Sewices (the contractor) utilized between foufieen and sirteen employees
The contractor is required by state law to maintuin a daily entry log of all employees and guests to the site.
The log for April 2 2nd verifie d that fourteen people had checked in for work
In preparation for the morning's work aaivity crews are to check in with the siu supentisor and then
begin the donning of protective clothing. In addition one of the leod workers is too chech the manometen
The manometer is u device used to measure negative air pressure in the abstement contqinment areu
FrRE TNCTDENT REPORT 01-2U0000s95
Page 3
INVE STI GATION STATE MENT (CONTINUED)
The manometer used on this particular project was an Omnigard IIL IT is a self cahbrating device with an
internal time cloclc The device measures negative air pressures in terms of inches of waten
The contractor has an intemal policy that mandates the manometer sound sn alarm
when a level of -.02 is registered on the meten
Mn Cimino indicated that one of thefttst in crew members checked the meter and had a reading of -
.08. At this point Mn Cimino, having already donned his protective clothing, gained access into the
containment qrea Mn Cimino immediately encountered light smoke in the hallway. Mn Cimino equipped
himself with a dry chemicalfire extinguisher and continued n the stairwell Mn Cimino then encountered
heauy smoke levels and was unable to continue his seurch.
The Omnigard monometer is also equipped with an internul time clock, as well as a recording device
which enables the moitor to mark time and event This information is produced in hard copy in the form of a
tape register that gives both the time and associated monitored readings,
Readings from the monitor on the day of the fire indicate that at around 07:06 there was a marked
pressurc change in the containment area- This would coincide with the contractor aniving on site and
discovering smoke in the building.
The negative pressure in the building during abatement procedures is maintoined with negative air
machines. According to the contractor there were two machines per floor. Any fluctuation or change
increase in air pressure could be attributed to the failure of one or more of these mschines.
Mr. Ledermsn stated that these machines are required to run at ull times during an abatement proje*
Mr. Lederman also stated that previously he had seen only one machine fail due to the bearings in the motor
seizing. Additionatly, when questioned ahout maintenance and repair, he stated that since the motors were
sealed, it is not common for any maintenance to he pedormed on them,
Examination of the tobby qrea allowed for the following observations. There were two mschines in
the immediate vicinity, one of which was determined to be the point of origin, The second machine is
commonly to refened as a scrubber. Fire damage was limited to the immediate ureu around the firto
machines. There was visible Jire damage on the right side of the hallway pottal, ss well 4s along the top beam
encasing this portaL
Examination of the machines provided for the following obsemations. The negative air machine
sustained the greatest amount offtre damage between the twa Both machines showed heat damage, however
the scrubber,s whing was less affected than that of the negative air machine.
FrRE TNCTDENT REPORT 0 I -2
U-0000se5
Page 4
Neither machine had visible information labels Mn Cimino explained that this coald be sfrfibuted to
the ertensive cleaning that is required to take place after each use.
Mr. Joel Lederman said that the machine involoved in thefve had been purchase used Because these
machines were purchased used, no manufacture information has been msde available to Vail Fire &
Emergenqt Sewices.
As previously noted, these machines huve seuled motors Destructive testing would be the only method
of dejinitive analysis of the moton
VF&ES investigators chose not to enguge in any destructive testing due to spoliation issaes The
Contractor was advised to preserue these items in their current condition to allowforfurther examination,
should their insurance company choose to do so.
CONCLASION
This conclusion is based on the findings of the investigation and on information qvailtble to VF&ES
at this time. Vail Fire & Emergenqt Services'investigators have a high contidence level in this conclusion.
This Jire was caused by u motor overheating in the negative air machine at the lobby level of The
Tivoli Lodge.
Signed.Date
M. L Vaughan
Lie utenant/Fire Prevention Olftcer
Vail Fire & Emergency Services
3o,/-oor 7
Vrp:a{
EXCEPTIONAL LODGING ATTHE BASE OFVAIL MOUNTAIN
oFffilF'iiipy
10t27/0s
Charlie Davis
Town of Vail, Community Development
75 South Frontage Road
Vail. CO 81657
Dear Charlie,
This letter is pursuant to our conversation regarding exit lighting in the Tivoli Lodge.
Based on discussions with our code consultant, Tom Meyers, we are requesting approval
for use of above door exit lighting only and elimination of the light at the lower level.
The original plans drawn by New Electric have exit lights above the doon and at a lower
level.
If you have any questions regarding the request you can contact me or Tom Meyers.
Thank you for your consideration ofthis matter.
Best regards, n I A'Ua,Jl-h-/
Ed Moulton I
BOB & DIANE LAZIER I346 HANSON RANCH RD. VAIL, COLORADO 81657 / PHoNE (9701 ir76-5515
FA)( (97O) 476-6601 e-m.ll: i.r.rvatlonr @tlvolllodge.com
TOW OF YAIL
Depar hen I of C o mmunity D eve lopment
75 South Frontage Road
Yail, Colorado 8l'657
970-479-2I38
FAX 970-479-2452
wtvw.c i.vail. co.us
FAX COVER SHEET
Tn.
Company Name:
Fax Number:
Phone Number:
From:Chadie Davis Chief Building Official
Town of Vail
Community Development Department
Building Saiety & Inspections Services
75 South Frontage Road
Vail, Colorado 81557
Phone.:, 970-479-2L42
Fax: 970-479-2452
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REMARKS: .,A Urgent pForvourrcview n ReptyASAP E Prease comment
FROM: Jesse.A, Grantham' Ph.D.
AWS-CWI, CWE,,ASNT Level lll
Welding & Joining Management
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WELDING SUALITY CONTROL REPORT
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Welding & Joining Management Group, West
WELDTNG OUALITY CONTROL REPORT
Contract No,
Page2of 3
wJMG ProJect:200428,4
Billable Hours: Dave Urban hrs +
esse Grantham hrs - Total Hours
ITA: W.Wlrrg & .Iol,|ing Managerrwnt @ouP
'dp-tc-t ne't A Z2 zg''tAz/'J
Personnef Onsite: L, *.- -.bav
Weldino / Certilicatlon T
MTRS for Base Matgrlal
AWs Dl.4
cafiti"afi\J
303451€769
Fo.lO+20H7{7
Forensic . Management .
hlts:r&rw.wimg.co|n
71OO N. Brcadway lC
Oenee.. CO 80Zll-2917
z:tProracri .
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P\'&\77 TOV€Olr
Client Tivoli
INDDPDNDENT TESTING &
INSPECTION SEBVICES INC.
120s4 VASEEN CT.
coNlFER, COLORADO 80433
303€7+7560 -tn FAx30367+7%,-rr-60/ /v61'tt'/ Page 1 ot 2
OESERVATION REPORT
lTlS Job No. I 02604 Date: 1 0-26-04
Location: Vail, Colorado Prolect Tivoli at Vail
Inspecton David l" Sturgeon
This report package contains information conceming specific tests and inspictrons of structuratstee!---
*"ioinri, Jrirauraiootting, sir&ur"rsprayed fireproofing, and/or nondestructive testing.
The specific criteria utilized in ludging the degree of conformance for each area of inspecfion are
contained on each individual inspedion form'
Also included may be lTls' 'List of outstanding Discrepancies" (o D' Lis0' The o'D' List will be
consecutively numberedior u""n p"g" issued-throughout the duration of the project' Each individual
item listed wiitt also be consecutively numbered'
lf there are any questions rcgarding the content of this report, please feel free to contact lTlS at your
President
ICBO Certified Inspeclor #1 1 38247 85
AWS QC-1 ffi212269'l
Resident Level lll
,lttt'ND'*rtt*tft* &
INSPECITION SDRVICES INC.
I2OBT VASEEN CT.
cot{IFER,COLOMno ff1433
3{r367'l-7560
FAX 3{1367+7560
Page
FIELD INSPECTION Rf,'BORT FOR]VI
INMAL VISUAL INSPECTION OF WELDING
lnspector: David L. sturgeon ITIS JobNo'102604 Date:10-26-04
Field Made Welds: X Shop Made Welds:
---Type of Weld Inspected: Fillet X Groove _-- Otber
Type of Component (ie: column, beanr, girder, rroment welds, etc'As recorded
Applicable Code or Standard: AWS. IBC and Proiect Standarrls
AREAS OF INSPECTION
Level or Elevation: Roof structural Drawilgs - qener4 Ngtgs, = Deeking
Gridlinetocatior,l@cted/tested: E: H / 1- 6
ffiitions of norrconformance. Include the O.D.item number ad anach a coPY
of the O.D. List if applicable. The installation was found conform
Level or Elevation: Roof AISC Ninth Eollgd. eonneetions
Grid Line Location(s) "nco*putsi"g
ttt" *"u1s) inspected/tested: E - H / 1 - 6
ptr"id" irlb.t-tir" t","-ditio* ofnonconformarrce. lnclude the O.D. itemnumber and attach a copy
of the O.D. List ifapplicable- No deficiencies were observed'
of
Seetion X. 10 of El 0 Post eonneetions Level or Elevation: Roof
Grid Line Location(s) encompassing the area(s) inspected/tested:Gri<ls G, 2 and gricl 6
onforrnance. Include the O.D. item mmtber and attach a copy
of the O.D. List if applicable- No deficieneies were observed'
lYcldittg &
Ilfirragement
Ll r Sep-Pg-Ozl ()9:56A hTJMGO souao 4747 P-Ot
l\cfuulogt, Irain@, & Teang fitr Imprwed
Qwtity, Cost,. ThtougftVt t ud SafetY
p:3 4.5/' 0731
MESSAGE:
Foe Pe-ut - a'J 7,lo-r Pr"o )E 47, / r
,4 &ry oF Ptarn.c
Tu,eraat /rt/ Ta A Qaot
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www.wjmg.com
11-2917 . 303./
/Jeut /^/s/oertal
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, Welding & Joining Management Group, West
WJMG INSPECTION REPORT
WJMA PROJECT*:
COMPANY:
CONTACT:
VIp/R'(ICHANGE ORDER
,h .frect
Sep-Og-OZt 09 : 55A VJJML 30^2a,O 4747 P -02
Page 1 of -,3-
1' -7 -er4 200/.281
Tivoli Lodse
bl.tg- tQere*a-e:t
_Oiginel Work Order
DATE:
REFORT NO.:
BILLABLE HOURSJ
WEATHER & S'TE
CANDITIONS:
.t.'' - za' .,5W - Pnrzl QatSv
DESCR,PT'ON OFWORK
Dlscrepancies Noled
Submit Repoft, Peiodic Field Sile lnspeclion per IBC
;n #s .'iq ir biior,ijifr@ | -";;;;r:
M-ReviawedBy:
303.4516759
Far tdul0-.7,(7
Forenslc . Management, Testing
h[D:rru{'r qqtt.oJn
7100 N Broadmy 1C
Darll cr. CO 80121J91,
&i{io* oquegtdld ol oveninc. lf /r,t-roa-n a.J aF
fura?eJ qar% &tu.re
Welding Drawings and Site Lrcation
i[ipiectwetdtii , Aws Dt1l, Aws ots,Dlra, o{her
@ : tYPss, Poni, tvrvorns
Review Approved Dnwings & Details
Examine Weldlng Equlpment & Welding Parameters
Z:\Prolcctr 'Pi!po.Jr\200d PrFctr\Pr€Flt 200,a251.t0o{!00\?0094. Trvdr I t,t|Sdln{rcclro.r Rstotl (!l Forra l'acl(.l 00tt.00C
Sep-09-O" ",":56A
WJM soiDzao 4747 P. 03
Weldin g & Joining Management Group, West
WELDING OUALITY CONTROL REPORT
Gontracl No.
Page 2 of -3-
WJI{G Prol.ct 2004264
Conl4ctor:Jlvoli Lodge
Purchsse order ilo.:
ntract",€r 7J;'4..e);E
Wind: Max
L""rfi--t \
WJMG:Ll I .-93
rtN
-r9!1. 7..:-7 -a{6fiil1 o.:l
D"F 5.!
feil- C
lph
-lEmp.rature;
Max oF lTcmperaturs: Mln 5
olorado lsnitt staa:
-'-..
t-Nc l'L^atJs aA l.ta-r--t s Degla'
Dave Urban _ hrs +
hrs . Total Hours
Blllablo Hours:
Ycldl^g & .&,d,,J'ng Ydrrdg.tn nt cnattt,
vrFLenZ-.. __..ln7
a"r-'t--ilt ;-m Pergonne! Onsitc: 1oe. - b,tz. R
Lf -t-L.E-.r-J c-i B----'
fuau Foa / --tae
Status:iffiffi"i'*;"
;*.-,-:TMTRs for Eiller MelellElqsfmdes lReguaste-d I lReceivedl rn''tErr'r'-' @ lRequested I iReceivedl
ProccQQes: ,
Pretrsat tompera.lilEl.. ,/ ,adl. lRod box temperatlle:.. ZL
.,__^_- lConklclor I Wl I MTI I UT RTI I
RTI I M-i T
Equipment Onclt tF.€tr l FcAw I onanw I avwA cranes
Work Delay Oesbn, lrtabriat, pncess, Quafi$lReason: ( Ae*.F'
Rowork D, ll, P, o
Potentirl Ddlaye lD, [], P, O
-, AJ.at<. ,.tas "():t*tt z Problems / Dircrcpancies:
u! ztzua .rTaczttate t c
4t*t- -
Dlrcctione recrlved:
tBczqn -wlotD | 'Awi'itn
AWS D1.4
=
ytb -rrEnb.ttb.rter..t. T4WSU.A i
g,ftt ural E ?gineet Lanar
c.ffi.edP wJr{c;
rgpOrt
Gontractor Represcniative:
separad's-666'iEEiFl
g0+.51-6759 Forcnsic ' Munagement ' Testing 7looN.Brcadweylc
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MESSAGE:
FaEAaf
="T-: 4747
Technologt, Training & Tastingfor Imryved
On"Aty, Cost, T'htouglrpttt ad Safety
P-03
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710dN. BrogdnvaylC . Dotwer, colorado W21-2917 ' 30951{759
Welding &
. 8oo€87-9a69' F'x,,30$2504747
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Job TilL
llounlain Prestr:ss
P.O BcI 21500. Ocnvor. CO 00221
5801 Prcot Sr.tt, DGtwer, CO 8(1221
FA)( (303) .1334151, Phone (3OO .el1 r 1
Bv KO oeie 82t.04 Job t\b 40a005
SutrFct Chtcled DY Dnln ,. ShFt
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Of
-Eccrntic Fillct Wald Dcslgn
This program crlculate€ the gtato d Siress at €ach Pornl in an eccontriCally loaded Weld group'
Enter Thc Fo[owlng Data
Elcclrcde Tenslle Stength
Strengrr R€duclion Factor
Marimurfl Shear Slrees
Ullim.iP Shear Stre€s on Thr€l
Entar The Grcup lnforma[on
End Poinl Coordinates in Mafix Form l-E.
f,./.ld:. 70'\tl
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Output
Fcsultant
Sbcrr
at Poinl n
(rsil v-
lzz.z53l t-- -.1
122.2s3i.
122,253||lffi5l
St L,
rrnc Dara in Mrtrix Form'= ['-;'fil] il1":: ::::J
x-Direc$on Loacl lrrformalion (Magnltude ftjpt)' Eccentridty in Y ir;)' Eccentricity in Z 1ol)
Y.Oireclion Load Information (Msgnibde (rirs), Eccanttlcity in X (h,. Eccentricity in Z 1in))
z0lrectwr Losd Information (Magnitu<te 0apr,, Eccontrlcity in x 1in1, Eccentricity in Y {in))
Ullimgte Sheat Stres6 tat 72 27arx
x Stross Y StrBl3 Z
at at
Point n Poiot n
(lel (l9,
Stre6s
tt
Poinl n
(rrrl
,rrn =
t+l tr Llj H
Note:
For tha weld to bs OK the
Resultant Stress
Sketch Ol endpoints gnd Weld Linet
t
.1;I
X D(.*1in ol ttdd
l.;dli:* (0
krrdy :: (!&
llr.t .(r) n (ll
Detarl 28 wcld dcsign,mcd
O TECHS
-D
Rod lflfu, Ine ;l -D
LPROpUCTNAIIQ
I'LTRABIIrcK@
Meehmical E4onsim and Constnrtim
Ioint Fire Stopping Systcm: 2-Hor, 3-
Hqr, 4-Ilour Fire R.alerl
2.IIIINUI'ACTT]RER
Brclcr Rod Mfg. Inc.
42,|4 N Broa6ray
Deaver, CO 80216
Phone (8@|595-2950
(303)"3m{363
Frx: (303>308{393
Wcb: www.blckerrodoom
3. PRODUCTDESCRIPTION
ULTRA BLOCK@ is a prc-engiocere4
p.tcorcd flexible tcxtile fiberglass roll
matrial with a fiberglass mat frciag;
cotaining Aproxindely 3VA by
wciglt ucxpaoded vcnnictliE.
$a{ic Uscs ULTRA BLOCK@, whon
uscd togethcr with an apf,r,oved sealmt
prcvidc a 2-Hour, lHotn, r tl-Hou
fte raed joint systsm ar dcsignrrcd by
desiga configuratio4 urhich is capable ol
wihshding i 50olo e-xpansion md
contE(diotr Most sealaat manufactrmrs
in the United Statcs havc tcsGd oDc tr
more of theif sealm$ in a UIJO
classified ULTRA BLOCKI$ systm
rmging in joint sizc from ln"'u,p to T-
Approved sealant manufactrers irchde:r Dow Corning r Gcmral Eleclric o Mameco(trcmco hc)r C R.Iawrcoce
' Lymtal r Pecora r Qrater r Rhonc-Po ac Inc r Sika r Soncbom(Chenrq Inc)r Spccificd Tecbnologies Inc
na0alry: To bc an efteciivc firc
bloc*ing joint Fking sFbq a pmduct
must rtrlain higbly resilient and Eust
conplaely fill thc movingFirt for a grcat
nuanbc of ycars. Iu nost pspked aod
caulked joing examination of thc
resiticncy of the brming marerial is
difficult to chk, as trc naterial is
oovetcd up with sealant Mrny joint
pecklng mdesids, srh as mineral wool
aod ccramic fiber, are aot dcsigpcd to
haodlc joint movancnt md may frll o|tt 6
shnp in tbe joid wh *bjecrd b
cotiNous joitrt cxpmsbd ad
cmtr*tbn Under fire sitrutions, thc 6re
blocking mal€rial g;E be in the samc
conditiort as whcn it was iffiU€{
ncaring tbat the mataial must cornpletely fill tbe voi<l in od€r o block a fre.
ULTRA BLOCI(@ bas a uniqle p*entod,
hingcd desrCn md coryosition that
remains highly r€silient tmdcr lhc most
extnenre conditions.
Sutaudy TM: The stuc-tml testirg
of IJLTRA BLOCK@ was pcrformed by
I{anser Labomtories. The test wrs nn m
a fiE/o joint movement Mineral wool
and ccramic fiber joint oecking mrlcrials
were also tesfied Tb€ joints wore packed
in fte ftIly open position ard c,Ere urd€r
tbe 25% joint side compressim. The tesr
ran continuously util either frilurc
occut€d or tte tcst was tsrminrted,
Failure of botr the mireial wml aod
c€rEnio fibcr mlterials oc.r[rcd in mdcr
6fl) cycb, u 1.6 years. The ULTRA
BLOCKO ercc*sfirlly perfamcd for
ovcr 28,fl)0 sycles without failure or losg
of rcsilieacy, t€prcs€oling 76 years of
scrvice at ooe cycle pcr dry!
ULTRA BI-0CK@ has
beca provcn to withstmd fre t0st of tim
in pint oqamion ad comadba, The
IJLTRA BLOCK@ syscrn abo has a
very unique featur€ nd I'rcsat in eithcr
mineral rrrool d ceftldlic fiber mauial.
ULTRA BLOCK@ coutains vermiodite,
which erpends whcn ei@s€d to h€at As
tb vcrmiculite €rqands il 1noduocs
thot,3aDds of refleaive shicl& trd
reflect beat back away ftiom dte
exponsion joint Wben e4oecd u fire on
ee caulked or rmcaulkcd si& tiere ir rc
gassagn of destnuive heat b tre sealmt
bcad on thc oppcite tftb
ULTRABI.OCK@ ir a firc blocking
Eatcrial in file nted joinr that will be in
placc if aod when needed It is thc mly
fre red joitrt sysem today, whic,b givcs
trir protcctim rrqing sbrdtrd
co$truction s€slstrts! In rdditiq, it das
not r€qui€ metal cover platcs aE some
sysbms do.
Co@tut atd Mdth: All
ULTRA BIOCK{b sFtG at€
maodactned in accordaoce wifr pmjcct
requirenenra T LTRA BLOCK@ is
manufacured in various wktbe md
thiclocsscs, d€p€ndng o tbe joint
width, and sold in rclts.
WRdISgItE. F&flsr zNI EaV- ooTz
tEAgf-UlilAlLdgA{
ULTRA BI$CI(O rcquhc no ctt[ilg
fting c frbrication Sinply opcn tre
b.g; wbdda rol[ foHh bfvftheG
noc si.b ficiog udnrld, cqrts ud
lfdc it in th. irid to rryircd dcntt"A$ty srahrt pcr manrfirant3
iduaioe
Wt a joiiing cndr of m$ trrt o$[ cod
c a 45" uglc, rhlroditrg crdr so ltrt trr
folded ovcr IJLTRA BIXCISO fornr rn
iaerloc*ing vd4e. (Scc &rwing
bclw)
G,rTcry{rcAr INFoRInalroN
All ULTRA BI.OCK@ Entcutr arc
covercd witt I mmhd Uf dcplh
ehsmaic flolrd (rcc lfut of
nwulcalas). Syuctn docigr cn rugc
6om l-Hqr, 2-llo0r, 3-Ilour a ,|-IIoU
fte rainp md join wkthr tocr ll2" rp
bZfti.b.
ULTRA BLOCK@ qrms allow thc
ncc,baoicsl csp@.dodcmsErctim joint
to fuction and fulfill rtc pwpocc it war
dcaigncd fc, MOVm'mifT.
Tcsting of IJLAA BI,OCK|D fq use ir
eopociodcmsrmim jointe was
cotrducted tt U*rtrritcrs trbadn:€sl8,
Norttftook, Illhois. Tccts wcne
pcrformod to ttc ftll-rcal€, 180 sf surftco
dra, ad ca6h joirt &soed r'ar 12 ft. long.
Out tcsting aleo includcd the hogo sfrEaln
!orti@. Tlrc firtl scalc Caing carned us
clasificdirc by UI.o frr rac ia hdzntll ard v€fiicd joim plur
conetigpc wilf atl uaja codes in tte
United SaEs"
&irnic tc*ing of ULTRA BIfCKO
sy*ms ynr pcrforned by thc Uoivlrsity
of California-$m Dicgo. Thc scismic
'caOquat* simldim tsc *as a joint
project bcrvecn rtc IIS md lapcn.
T LTRA BII)CK@ ecftrnd perealy
rmder ttc moct ssvclc c@ditiw.
Wfub, Conplkwt TLTRA
BI,OCK@ Syrtemr comply witi andor
hrve bcen testod udcr the following
sbnde& !trd buildiry oodcs:
r UBC-thitumBtrirgCode . rcCA- hdtringOtrchk
md Codo Adminturnoqr
Iroaadoal . SBCCI - Sdcm Brnldlg
Codc C,ongrcrc frElttimd o Clty of Io Aagchs Buildirg
Codo W Nf, - UL Standrrd ftn
Safety Tcsts fq Fire Rcsimce
of BuiHing loint Stnffis
UL26r-92 - LJL StrnM for
Safcty Ffu€ Tcsta of Building
Crnsrucf$ rndMrerials w 1479 - IrL SEdud fu
Srfcty Fir€ Test of Thttug!
Penctr*ior Fircstops W 723 - UL Stioddd for
Safety Tert for Surface Buraing
Chrrainics of Buillitg
l'ftmialg
ASru Ell9 - Mc$od fu Fir€
TosB of Buildng Cosmctim
udMsiab
ASTITil BEl4 -Mcdods forFtu€
TesB of lkor€! Psoelratio
FirE Stogs
ASTM EE4 - Tclt Mcltod fd
Surmcc hrIai!8 Charsctcirtica
ofBuildingMeiitr
ASTM El36 - TeEt Mcrtod fu
Bchsvic of ifiacrials fu r
Vcrtical TubeFtmredTS(rc
ASTtr,l 890 - Test Melhod for
Irboratory Mcrorcnent of
Airtooc Smd Trrmirrftn
Inrs of hdding krtitioos
ASTM Et39 - Tcrt Mc$od of C)rclic Movrnent md
Mcasning 6c ltrfinimm md
Mrxinun join Urftffbs of
Anhiecnnrt toint S5nm
ASTM C7l9 - Tcst Mctrod fr
Aftaeim od Cohcrln of
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IJnfuClrlic Moteocer
ASru C920- Spcdfcuin fr
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NFPA 251 - Fire Tc* of
Building Costnrcrion MaLridr
NF"A 255 - Buning Ctroctsr
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T.WIRnANTY
lh&'' Me qdb btl,'nh{,, Fotu t
&r{'ln''r,ro.tull.
TSINS.CEABI
rqwa il* rquttarca lo nly oe ilib of the joiat qanlag Flse dl s frr nfutndbe
ryoery Mrt utdrr of 2 " e gr@.
?ACKAGINGTNTONMATION
.,
(e[f1?s*,,o*
BASIC USES . Expansion/control joints in:
- Precast panels
- Tilt-up precast panels
- Curain walls
. Window/door oerimeters . Glazing
. Acoustical . Firestopping . EIFS . Bedding panels
2. MANUFACTURER
Pecora Corooration
165 Wambold Road
Harleysville, PA 19438
Phone: 2l5-723-605 |
800-s23-6688 Fax: 215-721-0286
Website: www.oecora.com
3. PRODUCT DESCRIPTION
DynaTrolrm ll is a general purpose, 2-parq
non-sag, elastomeric sealant that creates a
tenacious bond and watertight seal
beween materials of similar or dissimilar
surface textures, porosities, and/or expan-
sion coefficients.
Fire Rated Systems: Four-hour fire and
temperature-rated Wall and Floor Design
Joint Systems up to 3" (75 mm) wide can
be designed with ULTM BLOCK@ fire-
blocking material and/or mineral wool fire
safing.
These designs have been full-scale tested
and classified by Underwriters
Laboratories, Inc. and appear in the 2003
UL Fire Resisance Directory,Vol. 2.
Ref: Standard "FireTests of Building
Construction Materials," ANSI/UL 263,
ASTM E | 19, NFPA No. 25 |
Consult Technical Bulletins # 85J and
# 85P for a complete listing of Pecora
Firestop Systems.
ULTRA BLOCK@ is a oroduct of Backer
Rod Mfg. Co., Denver, CO.
Limitations: DynaTrol ll should not be
useo:
. as a cap, heel or toe bead in glazing
systems utilizing high-performance glass
or acrylic polycarbonate sheet
. in areas exposed to harsh chemicals
PACKAGING
. I lZ-gallon (5.7 L) unit including Base and
Acti\rator
Color Pack is packaged separately
COLOR
. Color-Pack system has pre-measured tint
oaste for 49 standard colors
. Custom colors are arailable upon requesq
minimum: l5 color oack
.Visit Custom ColorTools at pecora.com to
assist in custom color selecdon
.The base material is not to be used
without addition of color
4.TECHNICAL DATA
Applicable Standards
Federal Specification TT-S-00227E, Class A,
Type ll;ASTM C-920,Type M,Grade NS,
Class 25, use NT, M,A,G and O, and City
of Los Angeles RR2507 | .
Joint Design: Good joint design in the
construction industry dictates four times
(4x) the anticipated movement of building
components be used when calculating joint
width.The theoretically derived 2: I
movement factor is based on thermal
movement alone and does not allow for
variances found at the jobsite and
therefore should not be used.
The 4: I design fuctor accommodates both
thermal movement and wide variations in
tolerances of construction materials,
fabrication and erection often found in the
field.This will also accommodate joints
installed narrower than originally designed.
The width or depth of the joint should not
be less than l/4" (6 mm). In joina up to
l/2" ( | 2 mm) wide, the depth of the
sealant should be equal to the width. In
joints wider than l/2" but not exceeding
2" (50 mm), the depth should be main-
tained at l/2". For joints wider than 2",
please consult our Technical Services
deoaftment.
DynaTrol ll withstands structural move-
ment of 50% extension and 50% comDres-
sion without adhesive or cohesive failure
in properly designed joints.
Joint sealants do not change volume with
expansion or compression - only shape;
the greater the change in shape (strain),
the greater the stress on the sealant and
bond line.
5.INSTALLATION
Surface Preparation: Joint surfaces
must be dry, clean and free of all
conamination. Glass, metal and other
nonporous surfaces must be free of any
coatings and wiped clean with solvent.
Precast panels using form-release aSents
other than polyethylene film must be
sandblasted or mechanically abraded and
blown or brushed dust free.
Priming: Not required on glass or
anodized aluminum and usually not
necessary on most otner common
building materials. However, varieties of
brick, natural stone, plasrics, paints,
coatings and other surface ffeatmen6
often present the need for priming.
aluminum, glass and primed concrete substrates
when teste-d for x50% movement
Test Property
Adhesion-in-peel, pli
Adhesion-in-peel after UV
exposure, pli
Cyclic movement
Effect of accelerated weathering
Effect of heat aging, % wt. loss
Extrusion rate, secs
Hardness, Shore A
Slump, inches
Stain & color change
Tack-free time, hrs
VCO contenc activator; g/L
base, g/L
Working time, hrs
Value
28 (4.9 kN/m), no adhesion loss*
28 (4.9 kN/m), no adhesion loss*
no bond loss*
no cracking
t.4
4
25-35
0
none
8- t6
0
t4
4_5
Test Procedure
ASTM C794
ASTM C794
ASTM C7 | 9
ASTM C793
ASTM C792
ASTM C6O3
ASTM C66l
ASTM C639
ASTM C5 r0
ASTM C679
ASTM D3960
ASTM D3960
ASTM C603
Since Pecora architectur.l s€alants are applied lo vnried subltntes under diveBe environmental conditioni and consrrucrion situations.
it is recommended tl.t rubstrate testing be conducted prior to applietion.
Due to the number and unoredictable
nature of these substrates, a field or labo-
ratory test is recommended to determine
the adhesion of DynaTrol ll with or with-
out primer.When priming is indicated, P-75
or P- 150 should be used on porous
substrates and P- 120 on nonporous
substrates or consult Technical Services.
Sealant should be applied within I hours
after priming; otherwise, it will be
necessary to reprime.
All Exterior Insulation Finish Systems must
be primed with P-75 or P- 150 as required
by manufacturers of various EIFS systems.
Also, because architectural stones such as
marble and granite vary considerably in
porosity, some bleeding of the sealant into
the substrate is possible.Again, a field or
laboratory test to confirm this possibiliq/
is recommended.
Pecora offers complimentary adhesion,
compatibilit/ and stain testint in its labora-
ton/ on actual field samples of substrate
from the jobsite or on representative sam-
oles from the same lots. Contact Technical
Services for details.
foint Backing: Backer rod conffols the
depth of the sealant and allows it to be
applied under pressure. Closed-cell polyeth-
ylene or open-cell polyurethane is recom-
mended. Use a size that will compress 25%
when inserted into the joint In joints too
shallow for backer rod, use a bond-breaker
tape to prevent undesirable three-sided
adhesion.
Application: The Base and Activator (nest-
ed in Base container) are formulated and
pre-measured to function as a unit Do not
interchange Base or Activator comPonents
from one shipment with those from anoth-
er:The two componenc should be blended
thoroughly along with the desired Color
Pack for a minimum of six (6) minutes in
accordance with mixing instructions appear-
ing on the container label.
Do not thin with solvents or adulterate it in
any way.Ap/y sealant to joints, using stan-
dard caulking equipmentApplication life is
3-4 hours at Z'F (25"C),50% RH. Higher
temperature and/or humidity will shorten
this application lifu.
(O[t'*?H*,,o*
Tooling: Tool immediately to assure full
adhesion.Tooling without a slicking agent is
preferred but if conditions require one, min-
eral spirits is recommended. (See Caution
statemenL)
Painting: Due to variabiliry in paint prod-
ucts and their raw materials, installation
conditions, installation techniques as well as
primers, it is required that contractors who
apply paint, pretest paint onto sealant, to
determine suitability. Oil based paints can
exhibit a slow/non-curing condition. Field
test is required and user must determine
suitability. Paintable after 72 hours. Consult
Technical Bulletin # 3 | for further informa-
tion.
Clean Up: lmmediately remove all excess
sealant and smears adjacent to joints with
mineral spirits.Also use mineral spirits to
clean uncured sealant from equipmenc
Remove cured sealant by scraping, Sand-
papering, etc. (Caution: mineral spirits is
flammable and toxic. Observe manufactur-
er's precautions.)
Storage Life: DynaTrol ll has a shelf life of
approximately one ( l) year from the date of
manufacture when stored in sealed contain-
ers at tempenrtures lower than 80'F p6"Q
DynaTrol ll performs equally well during any
part of this shelf life.
Prccautions: Toxic.The Activator portion
of DynaTrol ll contains diisocyanates.Avoid
prolonged breathing of vapors and contact
with skin or eyes.Wash hands after use and
beficre eating or smoking. Upon accidental
contact with eyes, flush with water and seek
medical attention at once. ULTM BLOCK@
is a noncarcinogenic, processed, continuous-
filament, textile glass fiber that may cause
skin, eye and respiratory irritation.When
applying, wear long sleeves, gloves, cap, gog-
gles or safety glasses and NIOSH/MSHA
approved dust respirator.After use, bathe
with soap and warm waterwash clothes
separately and rinse after use.
Refer to Material Safety Data Sheets for
additional information.
FOR PROFESSIONAL USE ONLY.
KEEP OUT OFTHE REACH
OF CHILDREN,
6.AVAI IABILITY AND COST
Pecora oroducts are available from our
stocking distributors in all major cities. For
the name and telephone number of your
nearest representadve call one of our
locations listed below or visit our website
at wwwDeconlcom.
T.WARRANTY
Pecora Corporation warrants its products
to be free of defeca. Under this warranty,
we will provide, at no chaqge, replacement
materials for; or refund the purchase price
of, any Pecora product proven to be defec-
tive when used in strict accordance with
our oublished recommendations and in
applicadons considered by us as suitable for
this producrThis warranty is in lieu of any
and all other warranties, expressed or
implied, and in no case will Pecora be liable
for incidental or consequential damages.
S.MAINTENANCE
lf the sealant is damaged and the bond is
intact, cut out the damaged area and prime
with P-75 or P- 150 primer and recaulk lf
the bond has been affected, remove the
sealanq clean and prepare the ioint in accor-
dance with instructions under "lnstallation".
9.TECHNICAL SERVICES
Pecora reoresentatives are available to assist
you in selecting an appropriate
product and to provide on-site application
instrucdons or to conduct jobsite
insoections. For further assistance call our
Technical Service Department at
800-s23-6688.
IO.FILING SYSTEMS . Sweet's Catalog File: www. sweets. com
. General Building
- 07100 Waterproofi ng
- 07920 Sealants
. Civil Engineering
- 07100 Waterp roofi ng
Accredited by
ANSI.RAB NAP
lS0 9001:2000
KEMA CERTIFICATE
PEOPLE PRODUCTS PERFORMANCE
DALLAS.TX
I l50l Hillguard Road, Dallas,TX 75243
Phons 800-233-9754 . 2l4-348-53l3 . FAX: 2l4-348-5421
HARLEYSVILLE, PA
165 Wambold Road, Harleysville, PA 19438
Phone: 800-523-6688 . 2 | 5-723-605 | . FAX:2l5-721-0286
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TO: Davc Urbrn 0'Connell
(INCLUDINC ilTLE PAGE)COMPAIiIY: Wlding End Jo
MgmtGrouP
FAXNO.: 303-2804'147 DAIEr 8124/04
RE: RMPJOBNO.: 404fl)5
Dave @ Tivoli Fax l-97047ffi&l
JOB NAlrlE: Tivoli Lodgc
IJRG.ET{T -- PIiRYOUR PLEASE
n RESPONDTMMEDTATELY E ngquls.r D ttroPnEvENTDEIAYs
,- r-'i.f
-
NOTE9CTDMMENTS:
Hac is thc response for the short welds. The flat slab design end reactions are cnelosed as well as
the calarlaled capacity of the welds witb q reduied leng0r frou 5" to 4'.
Thonks for your time. Please call wift any gucstions.
KerrinO'Connell
303-96F-.7052
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IF YOU IP NOT RECI?TVE AT.L PAGES PLEASE CAI.L
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IITANKTOU,
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Soctt fount.in Ptartr.r!
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WORK ORDE
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LOST TIME ERROR CODIS:
A - Plrol O -TrGt rblon
I - Ancdtt E- P.odurin Cqart
C - Errjnnr F - Conlr'clo(
and angle neede<f b be shimtncd In order lo make weld. Weld length ended up
I
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Re4uasted By
Approved By:
WO ti 4005-10F
RFA #:
Job f: 404005
Date: 5l17l2oE
Account Code:
Mart #; t'l/A Brd #: - i.l/A lD #:
Pour Date:N/A t.D. Date: N/A
Prodrc{ Codc:_SOelsil Coder
OETAIL CODE
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Summrry dProbldn:
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Deacrlpdon of Work (Be SPedfic)
Weld length is ecc.Ptabl€. See anclosed calcolstions,
Drrwtnga Attecfied;
fjill of laieriel
Schedulq Dab Material RequfiEd:
DateAclually Comdobd!
Crew Superuiso/e Signature:
Dale To Be CompblPcl;
Man Fhr,s Rcquired: Eslim#d:
QC Inspectoc
RETURN oNE (r) coFf To oRlGlt'lAToR AFTER COt PLETIoN
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This program csfculaba thr state of stfess at €ach pohl'rn an eccentrically loacied wel(l o|bup'
Enter The Fo[orxing Data
Electode Tensile Stnngth
Strength Reducrlon Facbr
Maxrrnrn Slrear Sttess
Ultimrtp Shcar Stesi on Throat ru.- i.lnrx
Enter The Groug Infornabqt
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fued:= ?o.lti
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rrt r i. ^Q Welding &Joining Manag ement Group, West
WJMG PROJECT#:
COTIPANY:
CONTACT:
WOR'</CHANGEffiOER
in cfrict
Tivoli Lollge
DATE:
REPORT NO.:
BILLABLE}fo.URS:
WEATHER C S'TE
CONDIT'ONS:
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6.ReviewMatedal 7estReports _Z*Z"as f,lra pt ;Jtg )zL
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8.Examine Welding Equipment & WeldlngPanmeters M.L
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WELDING QUALIW CONTROL REPORT
Contract No.
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Page?of 3
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MOUNTAIN
PRESTRESS
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AWS D 1.1 Structural Welding Code - Steel
Welding Procedure Specification (WPS)
Page 1 of I o
WPS No.: RMP-120 Revision:
Company Name Rocky Mountain Prestress
Welding Process
Supporting PQR No.
JOINT DESIGN USED
Type: Single Vee Groove Butt Joint
Single X Double Weld
Backing: Yes X No _
Backing Material:
Root Opng 1116"-114J
Date: E11L Byl WJMG
Authorized bv Brian Williamson Date 5-1744
Type-Manual X Sem
WJMG #2001 158 & 2003268
Position of GroG:
Short-Circuiting
Globular Spray
Cunent:DCEP X DCEN
TECHNIQUE
Stringer or Weave Bead:Either or Both
Multi-pass or Single Pass (per side)
Number of Electrodes
Contact Tube to Work Distance
Peening
Interpass Cleaning mechanically clean
POSTWELD TREATMENT
None this WPS
RMP.120 PQR1
Root Face 0.
Groove
Angle
40"-750 Radius (J-U)
Back Gouging:Yes No X Method
BASE METALS
Material Spec. Group 1 to Group 1
Type or Grade Example: ASTM 436 to ASTM 436
Thickness: Groove 0.125 - O.75V Fillet unlimited
Diameter (Pipe)Over 24' Diameter
FILLER METALS
AWS Specification
AWS Classification
F Number:
A 5.'t
E7018
4 or less
SHIELOING
Gas N/A
Electrode-Flux (Class)
Composition Flow N/A
Gas Cup
PREHEAT
Preheat Temp., Min 32" F *(Note 1)
Interpass Temp., Min 32 "F * Max 325oF
Note 1 : Minimum Preheat and interpass temperature for base material between .750" to 1 .5" thickness is 150o F
Veriical
N/A
WELDING PROCEDURE
5801 Pecos Street Denver. Colorado 80221 303-480-1111
o
ROCKY
MOUNTAIN
PRESTRESS
WPS No.: RMP-121
Page 1 of I
AWS D 1.1 Structural Welding Code - Steel
Welding Procedure Specifi cation WPS)
Welding Process
Supporting PQR No.
Company Name Rocky Mountain Prestress
*1744 By:WJMG
Authorized by Brian Williamson Date $:17-04
Type-Manual X Semi-Automatic
WJMG #2002096 & 2003268
ELECTRICAL CHARACTERISTICS
TransferMode(GMAW) Short-Circuiting
SMAW
JOINT DESIGN USED
Type: Single Vee Groove Butt Joint
Single X Double Wdd
Backing: Yes X No _
Backing Material:
Root Opng 1116"-1lq
POStTtON
Position of Groove: 4G Fillet:
Vertical Progression: Up Down
4F
Group 1
Root Face 0.03" - 0.09"
Groove
Angle
400-75 Radius (J-U)
Back Gouging: Yes _ No X Method
BAS-E METALS
Material Spec. Group 1 to Gqoup 1
Type or Grade Example: ASTM A36 to ASTM A.36
Thickness: Groove 0.125 -0.750' Fillet unlimited
Diameter (Pipe)Over24'Diameter
FILLER METALS
Cunent:
TECHNIQUE
Sfinger or Weave Bead:Either or Both
Multi-pass or Single Pass (per side)
Number of Electrodes
Peening
Interpass Cleaning mechanically clean
POSTWELD TREATMENT
None this WPS
Globular
DCEP X DCEN
Spray
AWS Specification
AWS Classification
F Numben
A 5.1
E7018
4 or less
Flux
SHIELDING
Gas N/A
Electrode-Flux (Class) _ Flow
Gas Cup
N/A
N/A
PREHEAT
Preheat Temp., Min 32" F .(Note ,t)
Comoosition N/A Contact Tube to Work Distance
RMP-I21POR1
Min 32"F *Max 325'F
Note 1: Minimum Preheat and interpass temperature for base material between .750' to 1 .5" thickness is 1
WELDING PROCEDURE
5801 Pecos Sbeet Denver, Colorado 80221 303-48G111'l
ROCKY
MOUNTAIN
PRESTRESS
AWS Dl.1 StructuratWetdilode - Steet
Welder or Tack Welder edaliflcatlon
.Page 1 of 1
WELDER QUALIFICATION TEST REGORD
WQTR No.
WPS No.
BI\4E|-120 WOTR- Welder Name:
Welder Type:
Variables
Process/Type n-able 4.10, ttem (2)l
Electrode (single or muttiple) lrabte 4.10, ltem (9)]
CunenUPolarity
Position ffabte 4.10, ttem (5)l
Weld Progression lfabte 4.10, ttem (7I
Backing (YES or NO) ffabte 4.10, ttem (8)l
Material/Spec. [fabte 4.10, ttem (1 )]
Base Metal
Thickness: (plate)
Groove
Fiilet
Thickness: (Pipe/tube)
Groove
Fiil€t
Diameter: (Pipe)
Groove
Filtet
Filler Metal flable 4.10, ttem (3)]
Spec. No.
Class
F-No.
Gas/Flux Type flable 4.10, ttem (4)]
Electrode Diameter
Dana Bishoo sffi Welder lD
Date
DB #3375
6/13/03
Andrew O. Latas AW$CWI #00101341
Welding & Joining Mgmt Group, West
Test Number
Date
Qualification Range
2003208
6/13/03
Inspected by
Organization
(CJP & PJP) Groove: Ftat, H, V
f!!et: Flat & Horizontal. Verlical
ASTM A36 to ASTM 436
Acceptable YES
Guided Bend Test Results (4.30.5)
JYPe Result I Type Resutt
Face I Acceot Face2 Accept
Root 1 N/A Root2 j.l/A
Appearance
Fillet Test Results (4.30.2.3 and 4.30.4.1)
Fracture Test Root Penetration
Fillet Size
Macroetch
(Describe tre location, nature, and size of any crack or tearino oiGE
5801 Pecos Street Denver. Colorado 80221 303-480-1 11 1
ROCKY
MOUNTAIN
PRESTRESS
AWS D1.1 Structurat WetfiCoAe - Steel Welder or Tack Welder erlalification
Page 1 of 1
WELDER QUALIFICATION TEST RECOiD
WQTR No.
WPS No.
Inspected by
Organization
Base Metal
Thickness: (plate)
Groove
Fiilet
Thickness: (pipe/tube)
Groove
FiIet
Diameter: (pipe)
Groove
Fiilet
Filler Metal rrabte 4.10, ttem (3I
Spec. No.
Class
F-No.
Gas/Flux T able 4.10
nffilderName:
Variables
_. fq.gsnype Fabte 4..t0, ttem (2[
Eleclrode (singte or multipte) paOte +.r0, iiem 1S11
CunenUpolarity
.. Position ffabte 4.10, ttem (S[
Weld Progression lfabb 4.10, ltem f)
Backing (YES or NO) flabte 4.10, ttem (B)l
Material/Spec. flabte 4.10, ttem (1[
|J.P{CP! Groove: Ftat. Horizontat. OH Ft[et: Flal, Horizontal, overhead
Qualification Range
SMAW
DCEP
ASTM A36 to ASTM 436
Group 1 to Group 1
.125'- .750.
Qver 24' Diameter
Over 24" DiamCter
45.1
SAME
F4 or less
N/A
ffi 2003208
6/13/03
Test Number
Date
we' the undersigned, certiry that the statements in this record are conect and hat the test wetds were prepared, welded,and tested in accordance with the requirements or section + of ANsl/AWs D1.1 , (2002) Structural wetding code -steel.
Manufacturer: Rocky Mountain prestress, Inc. lythgrized By: Dave urban, superintendent Aw$cwl Welding & Joining Management Group, West Weldino Wifncs<ed Frv, Anet,-_, | -.^- Ar^,o ,_r^,,Welding Witnessed By: Andrew Latras, AWg,CWl
vrsuAL tNSPEGTION (4.8.1)
Acceptable yES
Guided Bend Tost Results (4.30.5)
Fracture Test Root FenEGii6i
AfiDWourds
00,0r9!
5801 Pecos Street Denver, Colorado 8022.1 303-480-1 1 11
ROCKY
MOUNTAIN
PRESTRESS
WELDER QUAL|F|CAT|ON TESIICORD (WOTR)
Pase 1 of 1
AWS D1.1 Structural Weldin-fGode - Steel
WQTR No.
WPS No.
RMP-120WOTR Welder Name: Robprt_9!qCg!_
RMP-120 Welder Type:SMAW Rev B
Welder lD
Date
RB
5117lU
Qualification Range
Variables
Process/Type
Electrode (single or multiple)
CurrenVPolarig
Position
Weld Progression
Backing
MateriaUSpec.
Base Metral
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameter
0.'t25" - 0.750'
0.125 to Unllmited
0.125" to Unlimited
Guided Bend Test Results
Fracture Test Root Penetration
Jesse A. Grantham. AWS-O/r'| #98041061
We, the undersigned, certify that the statements In this record are conoct and that the test welds were prepared, welded,
and tested in accordance with the requirements of Section 4 of ANSI/AWS D1.'l Structural Welding Code -Steel.
Manufacturer: Rocky Mountain Prestress, Inc.Authorized By: Brian Williamson, AWSCWI, Q.C. Mgr.
Welding Wltnessed By: Brian Williamson, AWS CWI
ry
5801 Pecos Street Denver. Colorado 80221 303-480-1 111
ROCKY
MOUNTAIN
PRESTRESS
WELDER QUAL|FICAT|ON TEOECORD (WQT*)
ttn" t ott
AWS D1.1 Structural Welding Code - Steel
WQTR No.
WPS No.RMP.121 Welder Type:
Welder lD
Date 5117tO4
RMP.I21 WOTR Welder Name:Robert Brough SM
Variables
Process/Type
Eleclrode (single or multiple)
CunenUPolarity
Position
Weld Progression
Backing
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Elechode Diameter
Record Actual Values
Used in Qualificaton Qualification Range
SMAW SMAW
Single Single
DCEP
Overhead & Flat
N/a N/a
Yes Eacking only
ASTM 436 Group 1 to Grouo 1
0.375',0.125" - 0.750"
0.125 to Unlimited
0.125" - 0.750"
0.125" to Unlimited
Over 24" Diameter
Over 24" Diameter
A 5.1
ER7018 E7018
4 4 or less
0.'t25"0.125"
Guided Bend Test Results
Flllet Test Results
Fracture Test Root Penetration
lnspected by
Organization
Jesse A. Grantham. AWS-CW| #98041061
Welding & Jqining Mgmt Group, West
Test Number
Date 5117104
?00422s
We, the undersigned, certify that the statements in this record are correct and that the test welds were prepared, welded,
and tested in accordance with the requirements of Section 4 of ANSI/AWS 01.1 Structural Welding Code -Steel.
Manufacturer: Rocky Mountain Prestress, lnc.Authorized By: Brian Williamson, AWS-CWI, e.C. Mgr.
Welding Witnessed By: Brian Williamson, AWS
5801 Pecos Street Denver, Colorado 80221 303-480-1 111
.)aJ'l <.CtaJ .+ t 1 'P -O4
ROCKY
MOUNTAIN
PRESTRESS
*ELDER euALrFrcAT,on r=l^rcoRD (warR) Paoe I ot I
AWS D1.1, Structural Welding Code - Steel
WQTR No. RMP120 WOTR Wetder Namo: __ryacE!9QAb!flero Wetder tD FC3 wPSNo, _.BM?lAqwp-9"- wetderType: SM4tr__.-n*- O O"t" -ditr-
Variables
Pocess/Type
Electrode (single or multipla)
Cunent/Polarity
Position
Weld Progr€ssion
Eacking (YES or NO)
MateriaUSpsc,
Base Metal
Thickness: (Ptate)
Groove
Fl et
Thickness: (Pipenube)
Groove
Flller
Diameter: (Pipe)
Groove
Fillet
Filler Mstal
Spec. No.
Class
F-No,
Gas/Flux Type
Record
Used in Qualification
A 5.1
18
Test Numbet
Oat€
Qualification Range
St\,lAW
24 inches
4
nlt
nla
Insp€ctod by
Organization
lntsrpretsd by
Organization
Manutacturer: Rocky Mountain prsstress, Inc.
Welding Wihessed by: Brian Wi iemson, AWS-CWI
Aulhorized By: Brian Williamson AW$CWl
Test Numb€r
Oatc
w9' the undetsigned. ce/tlfy that the statemqnts in this record are corect and that the tesl welds wero pr€par€d. welded, ano tested in accordanco with th€ requiremenE of Section 4 ol ANSI/AWS Dt.i, structural Welding Code: ai";i -'
Guided Bend Te.t Rerults
Fracture Test Root Penotration
Jsss€ A. Grantham AWS-CWI
Wsldinq & Joinino Momt Grouo. Wcsl
J80l Pccos Streer Dcnvcr, CO 80221
o
ROCKY
MOUNTAIN
PRESTRESS
*ELDER euALrFrcATroN TEsr REcoRD worR)
Pase 1 or 1
AWS D1.1 Struclural Welding Code - Steel
WQTR No.
WPS No.
RMP-121 WOTR Welder Name:
BUP:1?1 WelderType:
Variables
Process/Type
Electrode (single or multiple)
CurrenUPolarity
Position
Wdd Progression
Backing
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameter
stvtAw
Frank Caballero Welder lD
Date 5t17tM
Inspected by
Organization
Jesse A Granlham, AWS{1A/| #98041061 Test Number
Welding & Joining lrgmt Group, West
Qualification Range
2004225
5t17tM
We, the undersigned, certi! that the statements in this record are conect and that the test welds were prepared,
and tested in accordance with the requirements of Section 4 of ANSI/AWS Dl .1 Structural Welding Code -Steel,
Manufacturen Rocky Mountain Prestress, Inc.Authorized By: Brian Williamson, AWSCWI, Q.C. [4gr.
Welding Witnessed By: Brian Williamson, AWS CWI
0.125" - 0.750"
0.125 to Unlimited
0.125" - 0.750"
0.125" to Unlimited
5801 Pecos Sreet Denver. Colorado 80221 303-480-111 1
t-rar'- r5:-rr.l [J.+ : 5/ts wrJrqb 303 zao 4747 P.02
ROCKY
MOUNTAIN
PRESTRESS
WELDER QUALIFICATI(
Aws D1.1, r,,.u",uJ,tlui!lfEffyrg"1*)
Pase 1orl
RMPl20 WQTR WOTR No.
WPS No.
Inspected by
Oqanization
Weldor Name:Miguel.Caballcro
RMP120WPS Welder Type:-ql! 1.v.-. - _- -'ne-v- -l
Rocord Actual Value6
Used in
E70lE
Wsldor l0 MC3
Dare
-o5ii@-
Oualification Range
SMAW
nn
Over 24 Inches O-O.
A 5.1
4 or less
Variables
Process/Type
El€ctrodo (single or multipl6)
Current/Polarity
Pogition
Weld Progression
Backing (YES or NO)
Materia|/Spec.
Base Metal
Thicknoss: (Plate)
Groove
Flllet
Thickness: (Pipe/tube)
Groove
Fittet
Diameter: (Pipe)
Groove
Fitler
Fi sr Metal
Spec. No.
Class
F.NO.
Gas/Flux Type
Other
SMA
A 5.1
4
nla
nta
Result
Welctino & Joining MOmt Group, West
Accaptable
Guldod B€nd Test Result!
Test Nurnber
Date
gnd size of any crack or
Organization
Test Number
Dale
we' the undersigned, certity that the statements ln this record are conect and that the tsst wetds were preparcd, welded, and lested in accordancn with th€ roquirsments Of Section 4 of ANSUAWS D1.1, Structurat Wetding Code _ Sieel. '
Manufacturer: Rocky lrilountain Prestress, Inc.
Welding Witnessed by: Brian Wi iamson, AWS-CWI
Aulhorized By: Brian Williamson AW$,CWl
5801 Pecos Streer Denvcr, CO 8022 |
ROCKY
MOUNTAIN
PRESTRESS
WELDER QUALIFTCATTON TESi RECORD WOTR)
Page 1 of 1
AWS D1.1 Structural Welding Code - Steel
WQTR No. RMP-121 WQTR Welder Name:Miguel Caballero
WPS No. RMP-121 WelderType:
Inspected by
Organization
Jesse A. Grantham. AWS-Cwl *f98o11061 Test Number
Welding & Joining Mgmt Group, West Date
Welder lD
Date 5t17t04
2004225
5t17tO4
We, the undersigned, certify that the stiatements in this record are conect and that the test welds were prepared,
Manufacturen Rocky Mountain Prestress, Inc.Authorized By: Brian Williamson, AWSCWI, Q.C. Mgr.
Welding Witnessed By: Brian Williamson, AWS CWI
5801 Pecos Street
Variables
Process/Type
Electrode (single or multiple)
CunenUPolarity
Position
Weld Progression
Backing
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipeitube)
Groove
Fillet
Diameten (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameter
Record Ac'tual Values
Used in Qualification Qualification Range
SMAW SMAW
Single Sinqle
DCEP DCEP
Overhead & Flat
N/a N/a
Yes Backino onlv
ASTM A36 Group 1 to Group 1
0.375"0.125" - 0.750"
0.125 to Unlimited
0.125" - 0.750',
0.125" to Unlimited
Over 24" Diameter
Over 24" Diameter
A 5.1 45.1
ER7018 E7018
4 or less
0.125"o.125"
VISUAL INSPECTION -Accept
Guided Bend Test Results
Fracture Test Root Penetration
and tested in accordance with the requirements of Section 4 of ANSI/AWS D1.1 Structural Welding Code -Steel.
Denver. Colorado 8022'1 303-480-1 111
ROCKY
MOUNTAIN
PRESTRESS
O *ELDER euAuFrcA'gry gtrcoRD wornl Pase 1 or 1
AWS D1.1 Structural Welding Code - Steel
WQTRNo. RMP-12OW!fB_ WetderName:wPS No. Fiilp-r76'-- werueiType:sn,;w--iq1#--E-Welder lD
Date
Qualification Range
Test Number
Date
Authorized By: Brian Williamson, AWS-CWl, e.C. Mgr.
Welding Witnessed By: Brian Williamson, AWS CWI
Variables
Process/Type
Electrode (singte or multiple)
CurrenVPolarity
Position
Weld Progression
Backing
Material/Spec.
Base Metal
Thickness: (plate)
Groove
Filtet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fiilet
Filler Metal
Spec. No.
Class
F-No.
cas/Flux Type
Electrode Diameter
Inspected by
Organization
Jesse A. Grantham, AWS-CW| #98041061
Manufacturer: Rocky Mountain prestress. Inc.
we' the undersigned' certiry that the statements in this record are correct and that the test welds were prepared, welded,and tested in accordance with the requirements of section 4 of ANSI/AWS ot.t structurat welding code -steel.
Guided Bend Test Results
Fillet Test Results
Fracture test Root FEnEtratioi-
5801 Pecos Street Denver, Colorado 80221 303-480-1111
ROCKY
MOUNTAIN
PRESTRESS
*ELDER euALrFrcA'gy qt=coRD (worR) Pase 1or1
AWS D1.1 StructuratWetding Gode - Sieel
WQTR No. RMp-.t2l WqB__ Wetder Name:WPSNo. Rtr4F-121--Wdoeirype:Bovd Ctav _ Welder lD BC sm ---ci"t" ---ofta--
Qualification Range
Test Number
Date
Authorized By: Brian Williamson, AW$CW|, e.C. Mgr.
Welding Witnessed By: Brian Williamson, AWS CWI
Manufacturer: Rocky Mountain prestress. Inc.
Variables
Process/Type
Electrode (single or multiple)
CurrenVPolarity
Position
Weld Progression
Backing
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fiilet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameter
Inspected by Jesse A. Grantham, AWS-CWI #98041061
organization @
we, the undersigned, certify that the statements in this record are conect and that the test wetds were prepared, wel and tested in accordance with the requirements of section 4 of ANSI/AWS Dt.t Struciurar welding Code -steel.
0.125" - 0.750,
0.125 to Unlimited
0.125" to U
Guided Bend Test Resutts
Fracture Test Root penekatior
5801 Pecos Street Denver, Colorado 80221 303-480-1111
ROCKY
MOUNTAIN
PRESTRESS
*ELDER euALrFrcAT,gry 15t=coRD (werR) Page 1 or 1
AWS D1.1 StructuratWetding CoOe - Sieei
WQTRNo. RMp-120WqB_ WetderName:
WPS No. Rvp-tZo -- wEloertype:
Mark Deakin SM Welder lD
Date
MD
6t9t04
Variables
Process/Type
Electrode (single or multiple)
CurrenVPolarity
Position
Weld Progression
Backing
Materiat/Spec.
Base Metal
Thlckness: (plate)
Groove
Fiilet
Thickness: (Pipe/tube)
Groove
Fittet
Diameter: (Pipe)
Groove
Fiilet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameter
Record Actual Values
t-lsed in Qualification Qualification Range
SMAW SMAW
Single Single
DCEP ------;?---l-vwcr
3G up F.H.V
Vertical up Vertical up
Yes Backing only
ASTM 436 Group 1 to .Group 1
0.125" - 0.750"
0.125 to Unlimited
0.125" - 0.750"
0.125" to Untimitbd
Over 24" Diamet,er
Ovet 24" Diambt,er
A 5.1 A5.1
ER7018 E7018
4 4 or less
0.125'0.125"
lnspected by
Organization
Jesse A. Grantham. AWS-CWI #98041061
Manufacturer: Rocky Mountain prestress. lnc.
Test Number
Date
2004225
6t9t04
Authorized By: Brian Williamson, AWS-CWI, e.C. Mgr.
Welding Witnessed By: Brian Wi iamson, AWS CWI
*"'l!", :io^9Tisned, certify that the statements in this record are conect and that the test wetds were prepared, wetded,and tested in accordance with the requirements of Section 4 of ANSI/AWS Di .1 structurat welding code -steel.
580'l Pecos Street Denver, Colorado 80221 303-480-11 1 1
ROCKY
MOUNTAIN
PRESTRESS
WELDER QUALIFICAT'O"=T=CORD WOTR)
PAgC 1Of 1
AWS D1.1 StructuralWelding Gode - Sieel
YIIR No. ___BUEj?j_woIB_ wetder Name:Mark Deakin Welder lD WPS No. RMP-121 Welder Type:B Date 6t9t04
Qualification Range
Variables
Processffype
Electrode (single or multiple)
CurrenUPolarity
Position
Weld Progression
Backing
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fiilet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameter
Jesse A. Grantham, AWS-CW| #98041061
Welding & Joining Mgmt Group, West
we, the. undersigned, certify that the statements in this record are conect and that the test welds were prepared, welded,and tested in accordance with the requirements of Section 4 of ANSI/AWS Dt.1 Structurat Welding Cioe -dieet.-- -'
Manufacturer: Rocky Mountain prestress, Inc.Authorized By: Brian Wi iamson, AW$CWI, e.C. Mgr.
Welding Witnessed By: Brian Wiiliamson. AWS CWI
lnspected by
Organization
Test Number
Date
0.125" - 0.750"
0.125 to Untimited
Guided Bend Test Results
Fracture Test Root Panetration
5801 Pecos Street Denver, Colorado 80221 303-480-11'l 1
ROCKY
MOUNTAIN
PRESTRESS
WELDER QUAL|F|CAT|ON TEilECORD (WOTR)
Pase 1of 1
AWS D1.1 Structural Weldln-f Code - Steel
WQTR No.
WPS No.
RMP.12O WQTR Welder Name:Doug Gallegos Welder lD
RMP.120 Welder Type:SMAW Rev B Date
Qualification Range
Vadables
Process/Type
Elsctrode (single or multiple)
CunenUPolarity
Position
Wdd Progression
Backing
Matedal/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
VISUAL INSPECTION - Accept
Gulded Bend Telt Results
Tvpe Result Type Result
Face 1 Accept Face2 N/A
Root 1 Accept Root 2 N/A
Flllet Tett Rosults
Appearance Fillet Size
Macroetch Fracture Test Root Penetration
f nspected by Jesse A. Granlham, AWS-GWI #98041061 Test Number 2OO4225
Organization Welding & Joining Mgmt Group, West Date 5117104
We, the undersigned, certify that the statem€nts in this record are conect and that th€ test welds were prepared, welded,
and tested in accordance wlth ths requir€ments of Section 4 of ANSI/AWS 01.1 Structural Welding Code -Steel,
Manufacturer: Rocky Mountain Prestress, Inc.Authorized By: Brian Williamson, AW$CWI, Q.C. Mgr.
Welding Witnessed By: Brlan Williamson, AWS CW qf*,
5801 Pecos Street Denver, Colorado 80221 303480-1111
ROCKY
MOUNTAIN
PRESTRESS
WELDER QUALIFICAT'O*
'=*'CORD
(WOTR)
PAgE 1 Of ' 'AWS D1.1 Structural Welding Gode - Steel
WQTR No. RMP-121 WQTR Welder Name:
WPS No. RMP-121 Welder Type:
Douq Galleqos Welder lD Rev 8 Date 5117104 SMAW
Variables
Process/Type
Electrode (single or multiple)
CurenUPolarity
Position
Weld Progression
Backing
Mat€rial/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameter
Record Actual Values
Used in Qualification Qualification Range
SMAW SMAW
Single Single
DCEP DCEP
Overhead & Flat
N/a N/a
Yes Backing only
ASTM A36 Grouo I to Grouo 1
0.375"0.125'- 0.750"
0.125 to Unlimited
0.125" - 0.750"
0.125" to Unlimited
Over 24" Diameter
Over 24" Diameter
ER7018 E7018
4 4 or less
o.'125"0.1 25"
VISUAL INS
Guided Bend Test Results
F ace 2 N/A
Fracture Test Root Penetration
Inspected by
Organization
Jesse A. Grantham. AWS-CWl #9804i061 Test Number
Date
2004225
Welding & Joining Mgmt Group, West 5t17
We, the. undersigned, certify that the statements in this record are correct and that the test welds were prepared, welded,
and tested in accordance with the requirements of Section 4 of ANSUAWS D1.1 Structural Weldino Code -Steel.
Manufacturer: Rocky Mountain Prestress, Inc.Authorized By: Brian Williamson, AWS-CWI, Q.C. Mgr.
Weldinswitnessed By: Brian;; ";;; ^-. *,," ffii
ri '"::f'',*''i -.., t::1,,,,:i:.v ,,
'ii'') -t=t.v--_-
Denver, Colorado 80221 5801 Pecos Street 303480-111'l
ROCKY
MOUNTAIN
PRESTRESS
Page 1 of 1
WELDER QuALlFlcATloN TEsIECoRD (wOTR)
AWS D1.1 StructuralWeldii! Gode - Steel
WQTR No.
WPS No.
RMP-120 WQTR Welder Name:
RMP.120 Welder Type:
Variables
Process/Type
Electrode (single or multiple)
CunenUPolarity
Position
Weld Progression
Backlng
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameter
Dave Strand sm Welder lD
Date
Quallffcadon Range
Inspected by
Organization
Jesse A. Grantham, AWS-CWI #98041061
Welding & Joining Mgmt Group, West
Test Number 2004225
Date
We, the undersigned, certfi that the statements in this recod are conect and hat the test welds were prepared, welded,
and tested in accordance with the requlrements of Section 4 of ANSI/AWS D1.1 Structural Welding Code -Steel.
Manufacturer: Rocky Mountrain Prestress, Inc.Authorized By: Brian Williamson, AW$CWl, Q.C.
Welding Witnessed By: Brian Williamson, AWS CWI
0.125" - 0.750"
VISUAL INSPECTION .Acceot
Gulded Bend Test Results
Fracture Test Root Penetration
zffi
5801 Pecos Street Denver. Colorado80221 303-480-111 1
ROCKY
MOUNTAIN
PRESTRESS
*ELDER euALrFrcAT,o* ,=*acoRD warn)
Pase 1or 1
AWS Dl.1 Structural Welding Gode - Steel
WQTR No.
WPS No.
Welder Name:
RMP.12,I Welder Type:
Jesse A. Grantham, AWS-CW| #98041061
Welding & Joining Mgmt Group, Weit
Welder lD
Date
Inspected by
Organization
Test Number
Date
2004225
5117t04
we, the. undersigned, certify that the statements in this record are conect and that the test welds were prepared, welded,and tested in accordance with the requirements of Section 4 of ANSI/AWS D1.1 Structural Welding Code -Steel.
Manufacturer: Rocky Mountain preskess, Inc.Authorized By: Brian Wiltiamson, AWS-CWI, e.C. Mgq
Welding Witnessed By: Brian Wiiliamson, AWS CWI
Variables
Process/Type
Electrode (single or multiple)
CurrenVPolarity
Position
Weld Progression
Backing
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameler
Record Actual Values
Used in Qualification Qualification Range
SMAW MAW
Single Single
OCEP DCEP
4G Overhead & Flat
N/a N/a
Yes Backing only
ASTM 436 Group 1 to Group 1
0.375"0.125" - 0.750"
0.125 to Unlimited
0.125" - 0.750"
0.125' to Unlimited
Over 24" Diameter
Over 24" Diameter
A 5.1 A5.'1
ER7018 E7018
4 4 or less
0.125"0.1 25'
Guided Bend Test Results
Fracture Test Root Penetration
5801 Pecos Street Denver, Colorado 80221 303-480-1 111
ROCKY
MOUNTAIN
PRESTRESS
*ELDER euALrFrcAT,or r=trcoRD worR)
Pas€ 1or1
AWS D1.1 Structurat Welding Gode - Steel
RMP.I20 WQTR WQTR No.
WPS No.
Welder Name:Dave Talcott Welder lD
Date RMP-120 Welder Type:6t9t04
Variables
Processffype
Electrode (single or multiple)
CunenUPolarity
Position
Weld Progression
Backing
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fiilet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F_No.
Gas/Flux Type
Electrode Diameter
Record Actual Values
Used in Qualification Qualification Range
SMAW SMAW
Sinqle Sinole
DCEP DCEP
3G up F,H,V
Vertical uo Vertical up
Yes Backing only
ASTM A36 Group 1 to Grouo 1
0.375"0.125" - 0.750"
0.125 to Unlimited
0.125" - 0.750'
0.1 25" to Unlimited
Over 24" Diameter
Over 24" Diameter
A 5.1 A5.1
ER7018 E7018
4 4 or less
0.125"0.125"
Guided Bend Test Results
Fracture Test Root Penetration
Inspected by
Organization
Jesse A. Grantham, AWS-CWl #98041061
Welding & Joining Mgmt Group, West
Test Number
Date
2004225
we' the undersigned, certify that the statements in this record are conect and that the test welds were prepared, welded,and tested in accordance with the requirements of Section 4 of ANSI/AWS D1.1 Structural Weldinj cooe -s'teet.
Manufacturer: Rocky Mountain prestress, lnc.Authorized By: Brian Williamson, AWS-CWI, e.C. Mgr.
Welding Witnessed By: Brian Williamson, AWS CWI
5801 Pecos Street Denver, Colorado 80221 303-480-'1111
ROCKY
MOUNTAIN
PRESTRESS
*ELDER euALrFrcAT,gry qt=coRD warR) Pase 1or1
AWS D1.1 Structurat Wetding Code. Sieet
I9Il tl". ___RME1A_WOrR wetder Name:
WPS No. nUp-tZ Welder Type: SMAW-- Rev
Welder lD
Qualification Range
Test Number 2004225
Authorized By: Brian Wiiliamson, AW$.CW|, e.C. Mgr.
Welding Witnessed By: Brian Williamson, AWS CWI
DT
6/9/04
Variables
Process/Type
Electrode (single or multiple)
CunenVPolarity
Position
Weld Progression
Backing
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fitlet
Diameter: (Pipe)
Groove
Fittet
Filler Metal
Spec. No.
Class
F_No.
Gas/Flux Type
Electrode Diameter
Inspected by
Organization Welding & Joining Momt Group, WEF- Date
Manufacturer: Rocky Mountain prestress. Inc.
we, the. undersigned, certify that the statements in this record are conect and that the test wetds were prepared, wel and tested in accordance with the requirements of Section 4 of ANSUAWS ot.t structurat welding Code -steel.
0.125" - 0.750"
0.125" to Unlimited
Guided Bend Test Results
Fracture Test Root penetration
Jesse A. Grantham, AWS-CWI #9BO410Ol
5801 Pecos Street Denver, Colorado 80221 303-480-1111
ROCKY
MOUNTAIN
PRESTRESS
WELDER QUAIFTCAT|ON TECECORD (WOTR)
AWS D1.1 StructuralWeldlng Gode - Steel
Page 1 of 1
WQTR No.
WPS No.
Welder Name:
RMP.,I20 WelderType: SMAW
Welder lD
Date
Inspected by
Organization
J€sse A. Grantham, AWS-O/Vl #98041061
Weldins & Joininq Momt Grouo. West
Qualification Range
TestNumber 2004225 Date W
We, the undersigned, certi! that the stiatements in this record are corr€ct and that the test welds were prepared, welded,
and tested in accordance with the requirements of Section 4 of ANSI/AWS D1.1 Structural Weldinj C6Oe -Steel.
Manufacturer: Rocky Mountain Prestress, Inc.Authorized By: Brian Williamson, AW$CWI, e.C. Mgr.
Welding Witnessed By: Brian Williamson, AWS CWI
V
5t17t04
Variables
ProcesVType
Electrode (single or multiple)
CunenUPolarity
Position
Weld Progression
Backing
MateriaUSpec.
Bas6 Metal
Thickn€ss: (Plate)
Groove
Fillet
Thlckn€ss: (Pipe/tube)
Groove
Fittet
Diameter: (Pipe)
Groove
Ftttet
Filler Metal
Spec. No.
Class
F-No.
Gas/Flux Type
Electrode Diameter
Gulded Bend Test Results
5801 Pecos Strest Denver, Colorado 80221 303480-1 111
ROCKY
MOUNTAIN
PRESTRESS
*ELDER euALrFtcAT,or rt*acoRD (werR) Pase 1or1
AWS Dl,1 Structural Welding Code - Steel
WQTR No. RMp-121 WaIE__ Wetder Name:
WPS No. Rn/|p-tZt Welder Type: SVAW
Welder lD
Date 5t17t04
Variables
Process/Type
Electrode (single or multipte)
CurrenUPolarity
Position
Weld Progression
Backing
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fittet
Thickness: (Pipe/tube)
Groove
Fittet
Diameter: (Pipe)
Groove
Fillet
Filler Metal
Spec. No.
Class
F_No.
Gas/Flux Type
Electrode Diameter
Record Actual Values
Used in Qualification Qualification Range
SMAW SMAW
Sinqle Single
DCEP DCEP
Overhead & Flat
N/a N/a
Yes Backing onty
ASTM 436 Group 1 to Group 1
0.375"0.125" - 0.750"
0.125 to Unlimited
q.125'- 0.750'
0.125" to Unlimited
Over 24" Diameter
Over 24" Diameter
A 5.1 A5.1
ER7018 87018
4 4 or less
0.125"0.125"
Guided Bend Test Results
Fracture Test Root pene,tration
vEJrs ^, \J_rcDurdrr|, Awp_uwt #9uu4.t(J6.1 Test Number
wetdtng & Joining Mgmt Group. West Date
we' the undersigned, certify that the statements in this record are correct and that the test welds were prepared, welded,and tested in accordance with the requirements of seciion 4 of ANSI/AWS D1.1 struciurat welding code -steel.
Manufacturer: Rocky Mountain prestress, Inc.Authorized By: Brian Wi iamson, AWS-CW|, e.C. Mgr.
Welding Witnessed By: Brian Williamson, AWS CWt \
Inspected by
Organization
5801 Pecos Street Denver, Colorado 80221 303-480-1 111
rILE SOPT
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2 r 38
FAX 970-479-2452
www.vailgov.com
August 19,2004
Mr. David Reichardt
Construction Superintendent of the Tivoli Lodge
Hand Delivered
Re: Special inspections of welded connections Tivoli Lodge B.P # 804-0077
Dear Mr. Reichardt.
It has come to our attention that there are missing inspections/approvals of certain welded
connections of the precast assemblies. We have received a report from the special
inspector for this site stating locations where the welded connection has been concealed
prior to the inspection occurring. Please refer to the attached inspection report from
Welding & Joint Management Group, West. The attached report has highlighted areas of
concern. To rectifu this issue, I am requesting that 50% ofconnections in question be
uncovered at the accessible side to allow an inspection ofthe connection. Once the
connections are inspected, ifno defects are found, no other connections will be required
to be inspected. Ifdefects are found, then the rest ofthe connections not receiving
approval shall be uncovered and an inspection be performed. This action is supported by
the 1997 Uniform Building Code, Section 108.1, third paragraph, which states'. "It shall
be the duty of the permit applicant to cause the work to remain accessible and exposed
for inspection purposes. Neither the building olJicial nor the jurisdiction shall be liable
for expense entailed in the removal or replacement of any material required to allow
inspection. "
Please submit a schedule of when the connections will be available for inspection. Any
further items of this nature may cause delays in this project or cause said project to be
stopped until such time these issues are resolved.
Your prompt attention to this matter is appreciated.
f,-p ^".r"uo ",,"
uildine Official
Town of Vail
3ojf8o 4747 P-O1 Aug-17-ou} LO:36A WJMG
O
Weldin g &Joining Managernent Group, West
Date: 8117104 YOURFAX Number of pagee including cover sheet:
: M.Jo@ eiE, ofrce l'ranager
Weldiirg & Joining Management Group' West
7100 N- BroadwaY, 1C
Denver, CO 80221
Phone: 303-451-6759
Far: 303-2E04747
Emall: birdmj@wjmg-com
REMARKS.' tr Urgent fi Foryourreview fl Rep,yASAP I Please Comment
[io: t*r. Ed Moulton' Manager
I Tivoli Lodge I sag Hanson Ranch Rd,
I van, co 8'1657
I Phone: 970*476-5615
[_Farr: 970476-6601
I rO, Mr. Gharlle Davis, Ghief Bldg. Offlclal
I Town of Vail
I zs South Frontage Road
I Vail, CO 81657
lPhone: 970479-2142
lFax:. gzo+tg-z+sz
Reference: Tivoli Lodge Weld Inspections - WJMG Proied#2004284
Dear Mr. Moulton and Mr. Davis:
Attached is tha WJMG lnspection Report #1 for inspection work performed on August 12' 2OO4 by
Dave Urban.
lf you have any questions, please let us know'
Thank you for the opportunity to work with you,
SincerelY,
Aoun, $or!--il- l-'
M. Joyco Bird
Ofiice Manger
Attachmenl
c03'45'1-6759
Fax 303-280.4747
Forcnsic' Managenent' Tesline
htb:/ fiww, wjmg.com
7100 N. Broadway 1C
Denver, CO 80221-2917
Atig-17-O,4 1O:36A hrJMG O
so=.fla,o 4747 P -02
2004284
TivoliLodqe .*te
OiginalWorR.Order CONDITIONS:
DESCRTPTION OF WORK
i...-
€A 4H Narss
HOW
Vail. Coloftdo
Activities
Review lnstallation Dnwings and Site Location
Safety & Protection consideratian s
lnspect -I@VT Dt.t,oiner
Review Welding Documenls- WPSs, PQRs, WQIRs
Examine Welding Electodes
Review Material Test Repofts
--d--.-tz s ftrl
Review
Examine Equipment & Welding Parameters
on
Prepared By:
Forensic . Managemerrt' Tesling
NID:/srw.vryrl€.co|n
DATE:
REPORT NO.:
BILLABLE HOURS.'
WEATHER & S'TF
2:JZ--d--
I
f zAt,
!42,
Welding & Joining Management Group, West
WJMG INSPECTION REPORT
Pagel ot 3..
WJMG PROJECT#:
COMPANY:
CONTACT:
WORKIC'IANGE OROER
ln efrect
303r01{759
Fru !(r25oa7,l I
7100 N, Broadway 1C
Ocnvcr, CO FO221-2917
ztProiads ' P'ooErJJeOOa Pt*l:tt\P|dcfL;o0'lr$',flra3(Y|ltnol,M nEJ' I dlF\l^!e'l|6 '-'wi 'tl t?tr o"*J wn'r r '-
soTao 4747
WJ
Aug-L7-c,4 10:37A WJMGO
Weldin g & Joining Management Group, West
Page?ot 3
WELDING QUALITY CONTROL REPORT
Gontraci No.WJMG Projecl:200428/,
Purchaee Order No.:
Contractor: Tlvoli Subcontractors:n
a.6)tl '.lZ-A
Re-i
QC Specillcations;
Contractor Representative:
sign,orleiiEffi
Forensic . Management . Testing
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MTRs for Material R uested
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Biflabfe Hours: Dave Urban tZhrs+Grantham hrs = Total Hours
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Va il, (lolorado
f)envcr, Co lo ra do
Dillon, Co lora do
Re: Tivoli Lodge, Vail, Colorado (M&N #5800)
Dear Mr. Davis:
Thank you for meeting with me recently to discuss the
Monroe & Newell Engineers, Inc. for the building.
seismic load analysis prepared by
As you are aware, a major factor in determining the lateral force a building is to be
designed to resist is the "R" factor per table l6-N in the Uniform Building Code. This
factor is based on the building construction type and on the vertical and lateral load
supporting systems of the building.
For our lateral load analysis, I made the decision to consider the structure a building
frame system with concrete shear walls. I based my decision on the fact that in my
opinion a building frame system may have a portion of the building's vertical load
supported by the shear wall elements that resist the lateral forces. In this case, minor
portions of floors are supported by the elevator and stair cores that resist lateral loads.
The building more closely conforms to the building frame system that is does to a bearing
wall system in which essentially all of the vertical loadyare supported by elements that
also resist lateral load. S
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/U t L-ncnma rI(
(97 0) 949-77 68
2O0d ?l.thrd spotrror
Th! cotorrito Clrpt.r ol -tt. Ao.ricln lndtrE of ANt .rti
www. ntonf oe- newell. cclm
Road r Suitc 204 . P.o. Box 7597. Avon, Colorado 81620
r FAX (970) 949-1051 e etnail: avon@rnonroe-ncwell.com
As discussed, it is interesting to note the large variations in the theoretical seismic force a
building may be subjected to by the various building codes. As example, for a bearing
wall system, the Uniform Building Code is in conllict with itself. Byproviding it's own
table of "R" values and also referencing ASCE 7, the seismic load can vary more than ten
percent. When the Intemational Building Code is used the seismic load is approximately
twenty percent less than the load provided by the UBC. In fact, the IBC seismic load for
a bearing wall system is comparable to the UBC seismic load for a building frame
system.
If you have any questions or comments, please call.
Thank you again.
Very truly yows,
MONROE & NEWELL ENGINEERS. INC.M
Peter Monroe, P.E.
Principal
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Tivoli L, ' offlcecopu ..r=O6;d20
Resubmittalv Sef
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-drtJ
Electrical Load Calculations
July 1,2004
By
New Electric
GARAGE LEVEL
GAMGE
LAUNDRY
ELEV. EOUIPMEMT ROOM
ELECT. ROOM
ELEVATOR *1 LOEBY
MAIN LEVEL
LOBBY
113 REC.
115 PREP AREA
OUTSIDE SPA
MOTEL ROOMS TYPE 1
#1 LOBBY AND CORR.
MOTEL ROOMS TYPE 2
MOTEL ROOMS TYPE 3
MOTEL ROOMS TYPE 4
(r) MoTEL ROOMS TYPE 5
1) MOTEL ROOMS TYPE 6
) MOTEL ROOMS TYPE 7
(1) MOTEL ROOMS TYPE 8
(1) MOTEL ROOMS TYPE I
#1 LOBBYAND CORR.
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f'
)a
)
:)
3RD LA'EL PLAN
UNTT
._/MOTEL ROOMS TYPE 2
MOTEL ROOMS TYPE 3
MOTEL ROOMS TYPE 4
)j
1) MOTEL ROOMS TYPE 5
MOTEL ROOMS TYPE 6
) MOTEL ROOMS TYPE 7
) MOTEL ROOMS TYPE 8
(1) MOTEL ROOMS TYPE 9
AIR #1
AIR #2
#1 LOBBYAND CORR.
MISC. LOADS
ACLES
)
.tTH LEVEL PLAN
MOTEL ROOMS ryPE 15
MOTEL ROOMS TYPE 16
MOTEL ROOMS TYPE 10
(1) MOTEL ROOMS TYPE 11
1) MOTEL ROOMS TYPE 12
MOTEL ROOMS ryPE 13
) MOTEL ROOMS TYPE 8
(1) MOTEL ROOMS TYPE e
MOTEL ROOMS TYPE 14
STAIR #3
ELE\/ f1 LOBBYAND CORR.
TOP LEVEL PLAII
) PENTHOUSE
) oFFrcE
ELEV #I LOBBY AND CORR.
o
,a
ELEVATOR
eF-2
EF.3 UNTTS ONLY
1
1
1
iST FLOOR FC
1ST FLOOR FC 1r-12
FC
P-3
UNTT HEATERS
FAN COILS
PEATTHOUSE GF
PUMP GAMGE
J TAPE
ICE MACHINE
CANDY t\il,ACHlNE
SODA IIIACHINE
4 1
1
1
1
1
1
1
'l
I
1
1
1
1
1
1
)j
a
1
,|
I
I
,l
'I
GARAGE MOTOR
OVEN
EQUIPMENT
LIGHTING
REFRIGERATORS
FAN COILS
PANASONIC HEATA/ENT/LIGHT
COMMERCIAL WASHER
COMMERCIAL DRYERS gas
500
I
1
6l
6t
61
61
8000
1200
200
60
3240
3240
7300
MOTOR
3 PHASE SERVICE 120/2OE 12' BUILDING LINE
)
2oK @ sOVo
- 1OOK @ 40%
REI\4A|NtNG OVER 100K @ 30%
2l so4ol 21 34801 2l 22JJ81 21 21481 21 2$ol 2l 1e121 21 38401 2J ssssl
o.sl looool o.4l 2781.21 "1 1
| 12781.21
| 15r42.s1
| 16201
| 252ool
I 168001 I reeol I s6ool
78823.7
I
I
I
ao:al
reol
1200 |
sool
60
mo
6l
4l
rl
:l
2l
6l
2l
26953
I
I
I
I :l
ol
,;l
281
28
2A
RP -FEED THROUGH PAIIELS
PANASONIC HEATA/ENTruGHT
FAN COILS
I llorEt noous rype z
luora noous rvee a
I MOTEL ROOMS TYPE 4
I MOTEL ROOMS TYPE 8
llrroTEL ROOMS TYPE 15
I MOTEL ROOMS TYPE 1 6
IMOTEL ROOMS TYPE 11
IMoTEL ROOMS TYPE 13
TOTAL DEII/TAND LOAD:
,a
380
AMPS 218.*y7m,
25
)j
)O
o
RPA.FEED THROUGH PA}IELS
MOTEL ROOMS TYPE 3
MOTEL ROOMS TYPE 4
MOTEL ROOMS TYPE .16
MOTEL ROOMS TYPE 5
MOTEL ROOMS TYPE 6
MOTEL ROOMS TYPE 7
MOTEL ROOMS TYPE IO
8l
4l
4J
2l
2l
2l
2l
il
3l
38(X9
0.sl
0.4 |-l
I
I
:sl
30
30
2.sl
2.51
2l
2l
zl
^I .l
,l
al -l
2l
2l
MOTEL ROOMS TYPE 11
MOTEL ROOMS TYPE 12
MOTEL ROOMS TY?E 13
MOTEL ROOMS TYPE 9
TOTAL DEi/LqND LOAD:
FIRST 20K @ 50%
20001 - 10OK @ 4oo/d
RE[,tAtNtNG OVER .100K
@ 30%
TOTAL DEMANO VA
MIcRowAVES @1500
REFRIGERATORS
FAN COILS
PANASONIC H EATA/ENT/LIG HT
10000
7219.6
0
'1200
800
200
60
17219.6
27000
18000
6000
1800
70019.6
360
194.4988889
225
,|
1
1
3
1
1
1
1
1
8
4
I
1
t
1
1
I
4
1
20
8
'|
20307.5
110
200
4000
17.4
200
183
200
720
4300
1800
720
1200
10000
3000
1000
1000
2700
8000
3240
3240
7300
5000
180
180
10000
25384.37s
200
4000
52.2
200
183
92
600
720
12600
1800
5760
i|800
't 0000
3000
'1000
1000
2700
8000
6480
12960
14800
5000
3600
1440
2500
129001.575
-!6d
358.337083
)
3480
1104
19'12
377
364
884
PANEL GP
I -la
CUH
EF-2
EF.3 UNrIS ONLY
EF4
EF.5
EF-6
UN[T HEATERS
GAMGE FAN COILS
P-'t
P-2
lST FLOOR FC
lST FLOOR FC 1.1-12
CONDENSOR
VENDING ICE I\iTACHINE
VENDING CANDY MACHINE
VENDING SODA MACHINE
GARAGE MOTOR
OVEN
COMMERCIAL WASHER
COMMERCTAL DRYERS gas
SPA EQUIPMEiTT
SITE LIGHTNG
GENEML REC.
GARAGE REC
LARGEST MOTOR
,to
.,/ ')
cP-1, CO2-1
EF 4,'l
EF-2
P-'l
P-2
P4
B-1
*2
CONDENSOR
TARGEST MOTOR
SE PUMP GARAGE -1
SE PUMP GAMGE -2
900
540
540
423
s963
6300
1476
300
1500
1500
10000
6300
2352
2352
o.25
I
1
900
540
540
423
3963
r 2600
1474
300
1500
r 500
10000
1575
2352
2352
10021
360
111.'169114
)1
MECHANICAL RM UGTMNG
MECHANICAL RM RECEPTACLES
ST FLOOR FC
sT FLOOR FC r,t-12
CONFERENCE ROOM REC
)
5Vi
3"I
--_1.
I
I
36 'l/,',
,al 3'
ELECTRICAL INLET
LEFT SIDE
I
33'ii
MN
L
ELECTRICAT INLET
LEFT SIDE
,,lf
Fi8s/s'--r I
37 'h' _4
ELECTRICAL INLET
LEFI SIOE
,ll-
lr_
ELECTRICAL INLET
LEFT SIDE
Line dimensions are to be used as a guide only. Please consult your Installation manual lor
updated and preclse measuremenls before proceedlng to Install or frame your Napoleon Flreplace Unit.
)
I '"
Installation Manuals can be requested from your dealer or lound on the Napoleon Webslte: www.napoleonfireplaces.com
o
N\\N'$t W)
Kristen Fox. P.E.
Project Engineer
2U,{ Pl.rilsd Sprnsr 'tlr. ( olorJdo (:hrpt.r of
Itc Aedc{n l$tiiutc olANblt(tr
ww w. rllolt roe - newc I l. co r-t-t
1701 wynkoop Strcct. Suitc 200 r Denver. Colorado 80202
(303) 623 4() 27 . FAx (30-l) 62.1-6602 r email: clenrcr@monroe-nervcll.con.r
s*4,
Monroe & Newell
Engineers, Inc.
July l, 2004
Town of Vail
75 South Frontage Road
Vail, CO 81657
Attn: Mr. Charles Davis, Chief Building Official
Re: Tivoli Lodge, Vail, Colorado (M&N #5800)
Gentlemen;
Monroe & Newell Engineers, Inc. has reviewed the structural plan review comments
dated 30 June 2004 prepared by Goodell Consulting for the project.
It appears that our responses in our 2l June 2004 letter have properly addressed the
reviewer's concems. The attached additional/revised calculation sheets need to be
inserted in the calculations, which have already been submitted.
Attached are three stamped copies of sheets 3.20A, 4.9A, 5.1-UBC, 5.2-UBC, and 6.1-
UBC to replace calculation sheets 3.20, 4.9,5.1,5.2,,6.1, respectively, and a new sheet
5.27. Also attached are three complete sets of July 1,2004 stamped plans that
incorporate all of the comments and concerns expressed in review letters. If there are any
additional questions or comments, please call.
Very truly yours,
MONROE & NEWELL ENGINEERS.INC.
\-a il, Col()rrdo
Denver. C()l () rad o
Dillon, Coloredc>
86./3tt/2894 !9i42 97O5L37272 o '-4'<- O
PAGE 03/88
,"'/rMi 1 E,?prt 0 o
A\
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Monroe & Neweil
ED€incerrs, Inc,
CHECKEO BY-_
EU3e /2884 L9t42 9725L37272
' uo^nroe & lrleweil Engineoc, hf
i 65 W Aromone Trtil, Sutte 202
ttillon, CO 8013i
(t70) 513-1600
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PAGE A4/AA
Page 1 t General Foofingfnalysis & Design
l)escription Tivoti Footing A
I C ieneral Inforrnalion _--1h6 crlculationr ar.r designed 1o A@
Shod Tem Inc.€ase
Sel6mic Zme
Live & Shon Term Combined
fc
Fy
Concrgte Weighl
overbuiden Wgight
,l ??n
,,
4,000.0 sgi
60,000.0 psi
145.00 pcf
0.00 psf
Width alirE X.X Axis
Lsngth r tong y-y Axis
Footiru llickness
Col Dim Along )GX Axis
Col Dim, Atoog y-y Axis
gase Pe J$ral Heighl
Min Sto€ I %
Rebar C,nter To Edge Dstance
3...
sd Steel Area
jb8s6gg,,,, Vu
'v 62.E59 v 155.010
'15.000 fl
15.000 fr
42.00 in
't4.00 in
36.00 in
0.000 id
0.0014
3.50 in
0n9 x-x Axj6 0.000 in
ong Y-Y Axis 0.000 in
Creates Rolation aboutx-X Axis
(pfessurca @ top & bot)
k-ft
k-f!
k-ft
Creat66 Rotation about X-X Ads
(creesuresgtqpgboly
k
K
k
Sqil Pressure Exceeded
) x 36.00in x 0.0in high (>ts-
Aciual Alowable
1 95-080 k-ft per fr
E '-'!
)ad$
AFplied Venlcal Loed,..
Dead Load
Live Load
Sho.t Term Load
Cre.€lgg-gdadg!_alsut \lylUjc Applied llomrnts", -Efessgres @ ibmtilt=:
Dead Load k ft Live Load k_fi Shortlerm k-ft
Creatos Rotation about \'-y Arig Applhd sherrc... (pnssures @ tafr & rigttt) -Oead Load k
Uw Load k
Short Term k Fm
U*g-ery I 15.00ft x 15.00ft Footing, a2.OinT',6k, w/ Cdumn Support 14 0,
Max Soit PressuIe
Allo reble
'X Ecc, ot Resultant Y' Ecc, of Resultant
X-X Min, Stabitity Ratio
0.000 ln
0.000 In
No Overtuming
DL+LL+ST
6,054.2 p8f
7,980.0 psf
0.000 in
0.000 in
1.500 :1
Max fu
Requi,
Shear I
1-W{
2-W.
1-531 inz p€r ft
Vn' Phi
107.517 psi
215.035 p6i
ShGlr Forcos
TvrroWay Shear
One-Way Shears.-.
vu @ Ledl
Vu @ Right
Vu @ Top
Vu @ Bonom
lloments
Mu @ Left
Mu @ Righi
Mu @ Top
Mu @ Botlom
Acl$1
186-01psl
62.86 psi
62.86psi
50.56 psi
50.56 psi
ACr s1
195.08k ft
195.08 k-ft
146.E3k-fi
146.83 k.tr
124.51 psi V.57 psi
29.33 p6i
29.33 psi
23.64 psi
23.64 psi
Vn ' Phi
215.03 psi
107.52 psi
107.52 psi
107,52 psi
107.52 psi
47.14 psi
47.'l4psi
37.92 psi
37,92 psi
ACt $2
146.31 k-fi
146.3.1 k-ft
110.13 k-fi
1 10.13 l(-ft
alorE x-x Axj6
L+LL
6,054.2
Oltq .,r
1.53 in2
1.53 in2
1.15 in?
1.15 in2
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O613t /2OA4 Igi42 3745!37272 PAGE A7/O8
Monroe & Newell
Eugflneers, Inc.
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Monroe & Neweli
En€tDeers, Inc.
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July l'r. 2004
Architectural response to code review issues in "Resubmittal Comments. June l5th. 2003":
General:
1 ) Resubmittal. I f the most e lficie nt reuieu: o.f resubm.itfols i,* destrett, pleo.-<e
pro'uicLe four ( 4 ) com"plete se l-" ol drau;ings so that all. fotLr buiLc|ing cocLes
Te'uLelLters ttre ubLe to re'.-i.eu, tlte plctn.s simuLtaneous|y. Olh,er orrttnqerrte n L >- rnttq
be 7ncLd.e. but couLrl result in longer re uieu-t tintes for resubm.iltals. eLte set egcJl
oL +clJt iaLLA__Je 'u:!.sLd_,ljr:chiLeclurcLl__LLnd tEuisect strue ttzsL!, L:LectriesL a,nt! p|um.b:tttg g mec hgttiegL rT.rttu,irtg:- u;ere sh.ippe_d- in_4 _ sgparate s h=ipzwnL s_02,_ t,r:ltls?LJ u,ne
4, -stttot lta r --sLtipnrcn.t containin{t-2 -sc-Ls--BI a.Ll reuise.d dntu;ings_3:ntL,,LcLleul'c-tions
pfe u-tglts L.U,,rcc Q-Lpc d. uta s re c e iue d.
RDA's resDonse: Response letter will be sent to Consultant for his review prior to documents
being sent. 2 fuIl stamped sets will be sent after necessary modifications contained in this letter
are approved. The architect will coordinate all necessary revisions and compile complete plan
sets containing all construction documents necessary for construction of the building.
2 ) Cornplete sets o/ drau-tings. Construction drautirtgs shou\d be prouirtecl in.
cotnT'tlete coor<Iin.aLed -se l.s, os opposed to tlrc separo,te cittiL, arcltitecturctl,
strucLurcLI, eLectricctL uttd m.eclvtnical. and pLutnbing d.rou;ings prouicl,e4 to d,tt lt,
Re.ference LIB(' Section 106..3.2. I_be,dre&rtngL hetue ,bLze n __subrnittect as Loose_
s€ pezq, e ,"€h us LLttcd_a.Lolc_ujLh jreu:Lng s di.t,i.ded into sir (6) se-];ru :rcLLe rolLs
s.f--euc ltiLeclurs,L-e t.;--il- ." t raeLuril- pre ea:J, gl Lu_nno tng &___tnc=ehetanep,L _o"nd, e-Lecjtiesl dtating s, Jhe Ltzcttpitr.-,*-^ _sltpu.ld be--rr!sefabl-ad--a-" --eundete,---eoorttinsLe4.--sittg:Le.set s ggtttairLin.g QIJ-!7rLLJ!tt1tg,-". izrcl,uctittg o.-co:ucr sht:et contoirrLag __a:n jtu\e_r to aL!
oJ-t he-clLeUt414: l.f-JJtls-Jotmat -e,ant inue s |o-be usecl Jor uthc-t a:tLL e.ue nltt-o].l:t
bee onte the tLJtpt'o-tzed. " re corcl -se l-s. " zl trtill be uer.!! diLttpt4L _tO_-deterfutine
etuellg--ttLtic h elrut4ngs -etrc--s,plJrLue-d Jor-cquslruction. e LLlt-ct-:LaJheJo.u;n of,fices
ot' ctt the e onstn&hprL sile -_:Ls -esn le scptt_tn the eonmenls_lhsL JpLLout, il__ts not c Lcgr t h<tt the contp.nts of the sir'. 16) -se-po,ru-Le roLI-< of d.t'c-tLting-< ltct.ug beeta
e agl:dullLt ed -:u;tth ont a.nother.
RI)A's response: Complete sheet index will be included. 2 full stamped sets will be
resubmitted, (per Charlie Davis at Town of Vail). All sets will be compiled and coordinated by
the architect as indicated above.
3 ) scale. Sc:a|e of | /8" : 1'- 0" -"cole is rnarginaL for cLrautings of rc e.ntire
buiLding. Sotne clelail-s, -"uch cts Lrtbels ctn.d rturnbers, are not legibLe. Reference
[tRC .]ecti.on 106.3.3. Lhe=--sc le rcautlns the s clrnc-__r11_L],' =_l_ 0.,'
RDA's resDonse: Drawings remain at l/8"scale, all references will be checked and modified as
necessary to ensure legibility.
| 434 Sprucc S t ( e e t , S u i r e 1 I .0 ,Bouldcr co 80302
phonc:3{)3.449.4433 fax:3 0 -1..149.3 3 6 6 c m I iir in fo @ lt cs o r r I) e s ig n. c o m rv N n . ll. s o r t I) e s i gn . c o m
RESORT DESIGN
II r+:-G-
rs-*}rl I'I
ASSOCIATES
4)Roorn nutnbering. Roo'm nurnbeT'irLg is not corLsistenl. Some numlters ere
>^kippecl' otlrcrs are used ntore than orlce o7r the sctrne str.tru oncl sonLe r<)orns c-ra nol n.urnbered. This utill need to be resoLued. prior lo permit ?-{,srzc,7lce, o.s
corLs'1,sLent roorn n'um.bering utiL| be requit.erl bg the F'ire DepartmenL to ui,4 in errlergencA r€-sponse. ROBtn _nttm.bc r ing u,cts not rec he-c kecL to lLLA4L:ea.t d cgae.e,
Pk ct s e tcc heeL ctl l rp_otn___s,nct_io o r' tlurLbcl i ng.
RI)Ats resDonse: Room numbers and door numbers have been checked, revised and corrected.
5)
7r c€Lsured €tt j'ight erragle s la ?)7-"t-erty lincs ,r,rtcl din+erls dsrL€ €1. pu-b lj.c u:<tss u:it.h
utidt lc-o .j4zel Lo-Jh.e-,sae st and 125 feet to t h.e sput h^-rcspeeliueJg; h,a.uc-_heen
h.ctttcl-Llimcns'iancLon Sheet A2.1. The b ui\4jng_-eJfuc:Lal hels con_flmcd_uitt___e .-_mull t h'1L -lhese -orpa.-. gltoLiflJ as " public ut.-us" con{orming_lo u BC Sectio_n 5oiL
RI)A's response: Dimensions added to site plan, sheet A2.l
6) . -Menbton'e-qnd' ltLLough-gsrletrctaen firesLops---E!.etae prouide 4etttt-Ls ort hout
'arc11b,7'tt:rLe - and !.h_o-]qgLt- FnetrtLion__prestons qjL:fiJz_ re s i sljp e_, utc-r.Ll ct:nd- I7opt-_ce:LLing-a:se:rn.bLie-s,,tt:rclo be -hsttdkct. incl.ud.ing irlenlilieati.on__oLqepraeelL
ptc-:c:ti!)t i.ue -mgthnds - pt: Li.'ted, a pprouee!_furesLop___asle t-b-l:Le s JoL_eaclu lgr|x _tnd tnsle&ee-8e&.rcnee UBC SeelLons 7-e96. 710.2 a.nd__ZJ4*
RDA's response: Fire dampers to be installed as indicated and specified on Mechanical plans.
Due to the complexity and number of penetrations, the owner has agreed to employ a single fire-
stopping subcontractor to assess each ofthe penetrating conditions. All fire stopping -"irodt will be in conformance with Sections 709 and 710 as applicable. Copies of tested and listed fire
stop assemblies will be available on site during field inspections. An advance copy of proposed
assemblies will be submitted to the building official for his review at his discretion.
This note added to cover sheet.
Sheet A1.0:
7)
dn{erntcttien; shet+lel he added te lh6 pt.oje€t Leffi- listang, Tlt:t_s iletn futs__beeal
cld,ded
RI)Ats response: completed
Project data /code infortnation and 816 X 11 "Tiuoli Lodge Code Reuieut,ApriL04":
fl.)
B)
phc'nc: 30 -1. 449.44.1.1 f e x:3 0 3. -14 9.3 3 6 6 cma' | : in f o @ llcso rt l)csi gn. c om rvs'rv. llc sor rl) cs i gn. c om
Wrc b"i*g pr"r-"t"d, ,t tt ar-r**rd tk*l- * inlrnt ^n t"
| 434 Sprucc btrcct,S uit e 1l-0,Bouldcr, CO u0302
RESORT DESIGN
I;it:iCI
IiI
ASSOCIATES
MC Seatiott ;i02 rt tv|
+<+bae--:3--E- Thl.s__Lte m hrr; been 9oa1.p911,-gl,
RI)Ats response: completed
b) Typical fire ratings, itern t(a)(i). A 4- hou,r' fire -re sisti.-e rati.ng i," .spec i.li r:rl
betu;eert tlte basa.nrcnt parkitto garuge ct,nd. the Jirst :-tort1 ttbo.ue, ctnd (jL
u.sse'mblies J906, J90Z anct J90B are Listed.. T hi s__lt-cts bcen _e hqJlgerL k) cL_g_
Ito ur rs-t:trrgL a,JLd.__pnLg U L_,lg1B r.s li.sled.
t) ittote that EtceTtt'tons 1ctnd.2 to LtBC Section 302.4 Tte.rtnit recl'ttctiuns fronr.the t't BC' Tab|e 3- B three- hour requ.irernent to tuto hours be,luteert S J lnd
A- 3 and R- 1 occupancies, respectiuely. Please confirm. the i.ntent lo u-se cr
4 - . 3 or 2- LLour ctssem.bly and identify ctn approtted. assernbly lo nLeet the
clrcse'n hourly fzre- resistance rating- Dletgrun:Jtgue been reuise<l to s ltou.t
a-Z-JLoa"-sepcLreLiipn-e.lllLouglL-JcelwiesLlg-th-Lsssentb4r-sg,ttei.&ecl. UL JLoB,is a 3--lt'ottr assernbLa. " P-'raJceLnst<!-- Sheet Ar.0.__incl.ieetr.sJlf,e us_e oJ L'L J908. cL !-ho:rz _Ss:se2a bl.tJ in e it fuer_rpst_toiZed__pr ltnre st.rsin.e<!tondt'Uotls' Hou.teuer. the 2-QQ3-U L Directorv. V olurrLe 1. pege 1O08. cla.et nLt Ltst EBck:l--'Vaunt u in -Prsstress. Inc..--tt-s -ltatting--prccas t unil-s qe],ro uetlJor
use in LI L ,l90B- PIecLse eilher :ptotide_ton t ryLcllj,Dnlt&L BtLckgt Mountqjn
Ptcstre s s*lnc-, -petncls areJrJ,LtsJe4-,lo-r use in LtL lltsczt bJgt J.9-0 8 or
:i4c_ryU.fll,Jlnallrer ets:emb L_u th-at hus___s. rs.txng__BJ ltL leust tuto ( 2 ) __hB_urs in
the a4ptoltttute tesLreuine-d o-r unrc:Llelinert c<tttditionj)-snr| t lt"ctt =:l::__ltsled fur t hr,: us c--L$--Roekgt- illpulduin_-tes1rcs:- _Ine,+arre I s in t_hat a:-.sernblA,
RDA's resDonse: 2-hour rating between garage and first floor achieved by 8" of precast
concrete plank with 3" on concrete topping. (table 7-C, 4- I . 1). Rocky Mountain prestress
letter explaining their concrete mixture and panel design attached. Please also see attached
letter fiom Wally Prebis, PE of the Colorado Prestress Association for qualification of the
fire resistive assembly.
ii) P|eose ictenti.fy tL;lLiclr oJ the .tl ,,ssetnb',ie-.^ are to be usecl, c-nct, i.f theg nre
ctLL lo be used, icLent i.fa the Locati.ons for use of each ussem.b|g. Se e
LoTrt ttLCfLts--LLb o'ue _gneLb e Leu;.
RI)Ats resDonse: 2-hour rating between garage and first floor achieved by 8" ofprecast
concrete plank with 3" on concrete topping. (table 7-C, 4- l . I ) Please also see attached
letter from Wally Prebis, PE of the Colorado Prestress Association for qualification of the
fire resistive assemblv.
1434 Sprucc strcet, Suitc 110, fiouldc \, C O t] 0302
p h o n c: 3 0 -1.4 4 9.44.13 i a r : 3 0 3 . .l 4 9 . 3 3 6 6
" - "
i t ..r r f . 6 ff " . o r t D
" . ; g " - ; -rv rvn'. Ilcsort Dcsi gn.com
a
Lxi) LL assembly J906 is rcttect ctl 3 hour-" (or n7o7-t thttn 1li hottts ) onLy i.f the precust con.crete pant!:' <tre consitlered to be " restTcti.ne d'' .ft"ont cL
strur:tu.ral slandpoint. If this assemblu .ii_" lo be usetl, pLectse conltrnt l.lr<tl tt uti|L be used as a restrcLinecL ctssentbly in cLLL ca-<es. Llu,._tt:lll rclnq.1JL
etn jssue. depending upott ut hrch-L_l-or other 1151!ql o=.--<e zn ttlie s ctte
ul1ilut1-eLg_selpe-Le4__Ltnd a pprote_{ lor u.s e.
RI)A's resDonse: 2-hour rating between garage and first floor achieved by 8" ofprecast
concrete plank with 3" on concrete topping. (table 7-C, 4-l.l) Please also see attached
letter from Wally Prebis, PE of the Colorado Prestress Association for qualification of the
fire resistive assemblv.
iu)The t,tL Listing Jor c"ii i.ici'ee of the ctssem.blies requires that the precast
concrete urti t '' m.ust be units " Bearin.g th.e LiL ('Lassification !t[urk." P1ea.se
cr-tn.firm, that tltis util/ be the case. Tftis r1LLL--trLS ct regz.tremgnl_-.for__ug
U L assembLi.es that are usecL.
RI)A's resDonse: Precast panels do not have UL listings. Fire ratings achieved by
concrete thickness, pertable 7-B.,7-1.1. Please also see attached
letter from Wally Prebis, PE of the Colorado Prestress Association for qualification of the
fire resistive assemblv.
--.) Typical fire ratings, itern l(s.)(ii). Cornntents i.i). iii) a.nct iu)
im,nteclicttelg ctboue also apply to the. 2- hour fire- resistiue floor- cei.Ling
ctssernblg proposed for -<tories 2 - 5. Lil, asseqbfu:_'Ig0ZLs__stLsBJisjcd
znde r " Ptojesl,,Dalal _Shec t Al .0. _a.s being__aliJlzecL_Jo r__Lhe -_zect uired 2- hour
floor eeilirtg assetnblies .for SJprtc s 2-5 --SirutlctzJoltrc jle-ra,jna-ediatqlg
aloue--ctssc:m.bly -.1-LQZis,-not -listed as betng .LrL a p plo ue d_Boekg _ltluntpz_n
Ptestre '^s. Iae- assem.blv. Please-_et-ther _ppwjrte c on.fittnoL ion L helt_RackCL
M-otttt LrLi n Pre s tzcss=.b-rc--,-{etnels- ttrcJ. L-JLs1clL ,for use in etssel:n_bl,_u Jg7 Z rt:
td_enti.fu anotlrcr ctssetnbly thqt hcts -,et- roting _p,f__g,L _kg-st2 h.our:_jr.t lh.c
cL pprc prkLie---Le st rctlnscl- or unre-<trctined condition(s,) und t |l!LL ls]L.,slc d _&r
t |rc=-use o.f Ro_c kU lvlount.cri?L ll!€s.{_?.€ rs_ Inc. _p\!.lLcLL in th,at assembLu-
RI)Ats response: Fire ratings achieved by 8" of precast planks and 3', of
concrete topping, per table 7-C,4-1.1. Please also see attached
letter from Wally Prebis, PE of the Colorado Prestress Association for qualification of the
fire resistive assemblv.
1434 Sprucc Sricct, Suitc I l -{) , Bor.rldcr, CO 1J0302
RESORT DESIGN
-r'-tq-l\-.4?rl I7I
ASSOCIATES
p h o n c:.10 3.4,19.44.j 3 ia x:30 3.14 9.3 3 6 6 e ma il: in fo @ ltcs o r t I) c s igr,. c o,r,s rv *'. l{csortl)esign.com
ro
c ) Typical fire ratings, itern l(d). Erle rior utaLls ctre re quirerl to lL(t1t( nlot"c than th.e stcttecl t hour .fire-r'tsistiu-e rcr,ting ut Locctti.ons tthe.re lhr.u orc
IoctLtecl Less tho.n. 5 Jeet .from a ytrope rttl L ine cLntl clo not .fronl on ct pubt.it.l1:oU. The soutlt on.cl u:e st erterior u,o/ls ttre requirec! kt be con:^trucLe d. o.s
ctpT)rored. 2- hour' .fir€- r'e :'isti'ue a.s-se nz6lie s crl less than 20 .ft. .front Lhe propertg Lin,e ctnri 4 - lrcur lire resistiue construction I s,.-,.- thort 3 .fL. .from the property Line. Please tde,nti.fy the Loccttions ancl requ.trecL ratin,gs for a.LL
ertp'rior u,al|s and iclentif g ct\tproued utctl| cr.ssetnbLies, i.e., L BC. cypsum
;lssociation, Lt L, etc., .for lhe:-e Loccttions. Reference L'BC TobLe s, ). flgllr zlemLl ),-pn Slvet ;11 .O ctntl Sheels BC-) th.rough BC-6 haue becJt re isLd to
sh.ott, "E_rjczjor IlaILs - 2 Hour" aLd_2 Hour Separcttion.'. re s Isee_L|.-e, t.U. for the
e- xte r':to:t- ,tL-tt|Ls--Jhis me e tE -grarceeds LI BC re qti:rezrtealsJo:r-ctk ri_o:t -trqlL constru.clion based, on distctnce s to propertu ll.ncs___ar the cc,nterline s o:[
tLqLctcent pu je- rL.tlgs- Ple cts-e tdenli.fa-lLtctpprurcel utu/l ,assetnbLies that are
pt p pas-e(Lto be u'<ed bU testect rL.sse m bJgL--num.bc-T-j. e. . C Ups:zm lssoc 1tttion. LJ L-
elc .
RI)Aos resDonse: All exterior walls front to either a public right of way or deeded public
open space. Bearing walls less than 20' from property line will be constructed with a 2 hr
rating. This will be accomplished by table 7F., 7-l.l for precast panels. Please also see
attached letter from Wally Prebis, PE of the Colorado Prestress Association for
qualification of the fire resistive assembly. The exterior wall steel framing assembly will
employ Gypsum Association assembly WP8205. We understand that this is a proprietary
assembly for the manufacturer of the gypsum membrane, but generic otherwise.
cl) Typical fire ratings, itern 1(e), " Denising uo,lls." plectse c\ari!.y uthal is
ntectnt by " tlemisinq utalls." Does th.is refer to tlte 1- hour .fi.re- resistiue
se pctra,tiort betu,een guest roorns required. b'y LIRC sectiort 310.2.2,? TabLe 7-;1,
iLe rn G - 1.4 i.s rt concre te rncLSorLrA unil. utttL|. PLeasc iclenti.fy the locutions
u;here Llns ctsst:nt.bLy is proposec!. Lo be usecl beluteen g.uest rootns. lerm.'Llern.ising_ uttLL-"" ho_.- tlot be en clurillc_d,_ lt.e.rn ( e)__h!Ls _bee7l reusatL to indietrle ct. 1 h,out:-:utclll per TobLe 7- R. tlem 7- 1.1. u:ttich is c!__s_o1t lt epncJ:e t e
u-talL -ttnging XonL.S to:1.5 inches irt thickness. cle pendirtg-ttpon th.e tApe o!
ogg:teg ctleJlat t is usecl. I 'tetsz-s 1teci.!U u:'e. Iocati.orts ctttd. erttct LtJpe_$r these
u rt I_l s.
RI)A's resDonse: The term "Demising wall" is intended to describe the I hour fire
resistive separation between guest rooms. This wall is either 6" or 8" of solid concrete
(7-1.1) or noncombustible studs with gypsum wall board each side (16-1.1). R-8,: plans for
exact locations of different wall types. We witl use one of the 4 specified concrete types
indicated in Table 7-B.,7-1.1. Please note that the most restrictive only requires 3.5'i
thickness and we will be usine 6" minimum.
1434 Sprucc }trc(t)
p h o n c:30-j.449.44.3 3 f ali:301..149.3 3 66
cr, CO t30302 .0, Bould Suitc I I
RESORI DESIGN
----rllitl:-IXAdYI I\-9",/I
ASSOCIATES
cmail : i n f o(@ Il e s ort l)cs i gn. com rv rvu'. l{c sort I)csi gn. com
RESOTT DESIGN III
---Il3$ryI rI
ASSOCIAIES
o
e) Tivoli lodge code review, April04":
z) Parking garage. ;1,s ,"laled in the tabLe presented in th.e cocle reuieut, ,,u"
occupcLncA pa.rkxng garages ctre lim.iled" to 1.000 sq. ft., or, in certain
cases, 3o00 sq ft Thus, it is not po-c-"ible for the brtsernent pttrking
gardge to be cla.ssifiect as C)roup " Lt" us proposetl. An appt.oprictte
occltparLclt clct ssification for the basenrcnt ertc|osed parking garcLge r.-s ".S'-
3," Reference UBC Sections 311.1, Sl 2.2.1 anct 512.2.2. 1fu9 _ erroneBus-_tJ_
occupancU is stiLl Listetl in 4 sa-parate locations on Lh9_2 pctge ,,Tiuoti
Lodge Code Reuieui' docunEnt dated 615/2004
RI)Ats resDonse; Code review has been corected to eliminate "I-f'reference.
zi) Type of construrtion. The maximurn aLloutable tteight Jor a Ty\:e t l- t-. R.
brtiLcLin.q is /60 fi., not z5 ft. as stated.. corrected.. A Type II F. R. "s- j"
parking gal'cLge is perrnitte<l the sam.e h.eight an"cl nurnber of stories cLS arL
" R-1" occupancy and o bcr,slic o)Lounble area o.f 39,900 sq Jt Not
c orrected.
RDA's response: Table corrected from 29,000 to 39,900.
iit) " Fire Resist Rating (lnurs)." T h.e co,ect reference for basic type of
cortstrtrcl'Lon hcturLy rating requirem.ents i.s UBC TabLe 6 - A. Much us notecl
und.er ilem 2(d) nboue, tlw combincttion of Tab\e 5- A oncl. Table 6- A
T"esuLts in rating requirements for etteri.or uto,lls rangin.cJ Jrorn l to 4
hcturs, tLepentling on prorirni.ty to property Line. Notes antl conceptuc,l
diqg-reuns hape been- reu ised to €h.ou, aLI e rte-Lipr utc.,|Is to be 2- lrcur Iire-
re:^ist iue=
RJ)Ats response: This has been conected.
zu) Exits 'required'. S- 3 occupcr.ncie s require 2 erits if the occupc,nl Lor,d.
erceeds J-Q persons. Not eatteeted.
RI)A's response: 2 exits provided with rated Stair #l enclosure to the East. and rated
Stair #2 enclosure to the west.
u) Accessibilitg. e.r.e ef tlze tae raquired eeeessible gwest reerns is ttlse
reqai-ed le be-prerse'dcel u ith a relt in- ty?x she".,er, In ad.d.ition, a rninitnunr oJ Lhree ( 3 ) roorns are ctlso required. to be equippert forper"sorLs u.;ith hectring 'itnpairtnents. Reference LIBC section ll0s.l.g.2 anct '!'g,bl.e ll B. Not co-rrec ted. on "-Tiuoli Loclge Cocte Reuiert." RoorL 2lS on SIrcet AS.2
is-rtBrt--shour udLrt roII in--slpuet* PIease prouicle o. ctetcti! lor the roll_irt shouter dem.onstTcttirtg cotnpLictnce u;ith. ANSI tlttZ.r-lgg2 ctnct note t ltct L
etL Lectst 3 rooms ctre to be e q ui ppcd,-Jor--pers9a.L.ut it lt h"ectring irnpg3ryne nt s.
1434 Sprucc S t r e c r, S u it c 11.0, B o u ld e t, CO tt0302
phonc:30,1.449.44-13 fa r:3 0 3. i 4 9.3 3 6 6 e m ai I: i n fo @ Rc s o itil esign. c o m rv rvs,. I{cs o r t l) c s i gn. c o m
"o
RDA's response: Detail will be provided for roll
84.22.2.2 and84.22.4 of the 1992 ANSI All7.l.
impairments, rooms 209, 211, and 309.
in shower consistent with Figures
3 rooms will be equipped for hearing
9 ) Fire- resistiue uaLI assernblies. Pl,ectse identiJy approued. lz,sle d ns,se rnblic.s [ot. alL
fire-resistiue u.,aLI 61-s-s6lzrblis-s and. shctft n-s.semblie -s clescribecl on tlte " Ru.iIcL i.n(t
Cocle AnctLysi.s" Sh.e el-s BC- 0 throttgh BC 6. Nol scld ?"€ssrd=
RI)A's response:
Please also see attached letter from Wally Prebis, PE of the Colorado Prestress Association for
qualification of the fire resistive assemblies indicated below.
Floor / Ceiling assemblies: 2 hr per Table 38, exception | / 2,302.4.- Fire ratings achieved by 8" ofprecast planks and 3" ofconcrete topping, per table 7-C,4-l.l.
Corridorwalls: I hr, tlL#U451
Shaft Walls: 2hr. per Table 6A - Fire ratings achieved by 8" of precast panels, per table 7-C,4-1.1.
I - Wl I (shaft wall system) - tL#U438
Demising Walls: I hr per UBC Section 310.2.2 - Fire ratings achieved by 6"o1 8" of precast panels, per table 7-P,7 -l .1.- Steel stud walls -IJI;#451
Exterior walls: 2 hr, per Table 5A - Fire ratings achievedby 8" ofprecast panels, per table 7-8,7-1.1.- Steel stud exterior walls: GA file No. Wp8205
Roof / Ceiling assemblies: I hr. per Table 6-.,4.,- See also Tom Meyer's comments item #16.
1O ) Colutnn protection. Irlentify the ctpproue<I Liste,d. 2- hour .fire resi.stiue columrt protection o,--,'-e m.bl v thctt i.,< lo be used .for colurnrLs thctt are u piarL oJ th.e
>'tructurctl fram.e, Re.fere,nce Li BC' TabLe 6 A and. section 204. Not pxotnrted,,
Plctt:C J)t rtl:ide _gU<tpprcped-2 h.ou.r as se ntbJgL_[ot the_+rplecllpZt__pl co|urnrrs rts
pcttl--o Llhe s t ruc t utcLl-:bs_rrrE-
RI)A's resoonse: Detail provided for 2 hour fire resistive column protection.
Table 7A, item l-7.2 for 2 hour rating.
l1) Sheet BC-1. Since. the corriclor Jrom. tlrc guest rootns ctnd. nteeting .roorns is o.pe.n to tlrc Lobby und the Loun.c1e, tlrcse ctrects rnust ctlso be constructed, as requ.ired. frlr ct corrtdor. Re.ference UBC Secttc.tn 1004.s.4.4, Erception L DoBts__httue been
prolticlerl ctt t be--es-
-eacl-pJ-JJs
.:on.fererLce roont c orrielaz*,b t4t _jhl 1__!tour corricLot
'unt h 20- rttnttlE-dppzs nou:--Le<trl s- ez:ilittg occupctrtts to the E nt ru / Lounge--grcs.
'| 431 Sp rucc St!cet,Suite 1l_0,
phonc:303.449.4433
i t ! c e t, 5 u r t e I I _0, B o u ld e r., C Cl Il 0 3 0 2
f-.t:.t0: ++C.3366 "-"iI.jnf"@lf "
; " t r l ) ., . , g * . " - -;;",.ll"rrll)"*".c"-
o
UliJh a |esser de-qIe L of proteL::!:!.qn. utlLich is not permitte ct.. Re_fEtsttc e I.i]lC sectiottJ!0/.1 ctnc! page l6l o{ Lh.e Ilund.book to firc Lini,form B-ui.t.d,itt g !.ortc. Sea iltm :30 brlou
RI)Ats resDonse: Doors are to separate t hour corridor from lounge / lobby area.
Occupants can exit corridor to the West out onto grade OR to the south through corridor extension.
Corridor extension to be rated I hr. with all doors leading off this corridor to be 20 min. We have agreed
to eliminate the door assembly separating the corridors and place exit sigrage as necessary to direcithe
user to this extension. Adequate exit discharge will be provided outside the building.
19)
13)Slrcet BC-S. The d'ashed' line ind.icating 2-hour Jire- re,sistcLnce thrzt ettertcls ectst of the ectst u;ct.LL o.f Roont 3lg is arL error. Not correcte,d..
RI)Ats response: Corrected on resubmitted set of documents. sheets BC-3.
i.t I
/5 )Slrcet BC-6. Please confirm tt:hetLrcr o 3- ho'ur fir.e resistiue fioor. ceili.ng
rtsse tnbLy a's s/tourn on this sheel and. eLseutlte re, ot a 2- hour .fire- t'esi.stiue ctssembly' cts perrnilted by LIBC Section 302.4. Erce ptio'ns I anct 2, is to be us." cI for th.e f|oor- cei|ing assembty betu'eert the bctsernent and the .firsL story.
eorrectecl, ttith generetl_ktbel as a 2- hou?" ussenblg.__and_JJlJg07. ct 3_ hotn
s's5922.[l !- 'spe elfted for use. but. as noted aboue. Rocku- Ilutrrtg.i.L Prestress. !nc.pcloeL; are pelJi:J ed tor u"se xn J908, 7'1rc scaLes Jor Sections I and. 2 are incorrectLy Lctbeled os 1 /8" - l' 0." Sc.ctle npL correclCcl_
RnA's response: Fire ratings achieved by g" of precast planks and 3" of
concrete topping, per table 7 -c, 4-l .l . Scale has been correcte d from llg" to %,' .
16 ) Slwet BC-6. PLease confirm. u:hel.lLet o 2- ltour assentbLg, 61-s -sft6.yr7'1 on thi.s sheet,is to be usect .for the roof assetnbly, or uthether ct 1- ltour u.ssernb1y, as requirecl bg TabLe 6- A' is to be usecl. In either case, identify tlte lisled as.sem bly thctt is to he usecl, inclucting rninintum. Clo*.--s B roofirtg. Re ference IlBC Tabtes 6- A ctnd.
15- A. A 2- l@urruling is speciJied on ::heet A1 .0. but a "1 Hour S e ltcLrltjt pn:__is
s hotin in ttte section clietgrun an Sheet BC-}. tn ad.ch.l bn_ uL.assernbLr p814.
u,ltich i.s u:n _ltssem.b lU u;ith ct fire resistiue rctting rc.nging lrom % tq i noo6-_
de-Pzn4tnS upon its erctct configurcttion c.ncl u;h"ether it is a restrairLec: or
un restrctirter! assembly, is indiccltecL on Sheet BC-6 Matcri,oL l."as qLso been
1434 Sprucc Strcet,Suitc I lp, Bouldcr, CO 80302
RESORT DESIGN
l\1.?r-
-ir ASSOCIATES
earreclecl,-
RI)Ats response: completed
kqt4:r'-4in,-51+€€1-4&4 ('orrected.
RI)Ats resDonse: completed
p h onc: 3{}.1. 449. 44.33 r a \ : .r u .1 . + { y . J J o 0 cmtrt:rnf o@) l{ c s o r r f) c s i g n . c o m \\. \v N. . ll c s o r r I ) c s i g n rom
o
wealdgdJor tlLe " licoStar llajeslic slcrle clcr,ss 11 nsol-r3sls?n__ This trtrli ctt e s
t hat th,is rooJ-e oue'r'ing cun be pctrt ol-e--el a -" -s rl roo! couering susie at iJ_tL i;
usecl in c o n junclLort u;it h the c o rrecL roo{ cot;eri?g__!.r-:caOf .14__.Dt!rJ e riul.- os
seEexfued ft is _sne|ettr hou, t he___zoqf _eplertns_nll1er1al_sppLreL to tlv_ljL
asse ttbLg- PB14 or i,f aLI materie.Ls ttre_kt_b e nonconbustib L e__g!re q ulrclt-_b t _I+pL II-F.R. construction. pLease prwjdc _cLddiliButL in lorm.a I io &___ott the crrtct
rnoteriuls to be propi.ded i.n the roo,f- ceiling rl,-,-senftI\.
RI)A's resDonse:
Comments regarding roof construction and roof covering:
Tom Meyers opinion on the code's intent for regulating the construction of the roofassembly and the roofing material used to
cover that assembly:
Section 603 regulates Tlpe II construction. Table 6-,{ indicates that roof and roof-ceilings are intended to be one-hour fire
resistive construction. Thetableprovidesacross-referencebackto603.5.603.5statesthattheroofshallbeof
noncombustibleconstruction(roughlydefinedasthatthatwillpassASTME-I36).603.5alsostatesthatroofcoveringsshall
be as specifed in Chapter l 5
It is clear that 603.5 and Table 6-4 intends the roof stntcture to carry a one-hour fire resistance rating. Tlpically, the
struchre is any corrponent of the system that carries or transmits loads. This would apply to beams,iafters, and possibly to
sheathing or decking since it provides gravity load transfer and lateral force resistance capability. (Some buildini offrcials
may not consider sheathing on roofs as part ofthe fire-resistance assembly pursuant to thl structual frame definition at
601.4, assuming no direct panel to column connection.)
^111s in1snl $shind the 603.5 reference to Chapter l5 is to tell the user of the code rhat the roof covering is not intended to be
tested in accordance with ASTM E-l l9 (UBc Standard 7-1) as part of the roofassembly, but that it riust meet specific
extemal exposure fire resistance requirements tested under UL 790 (UBC Standard l5-2). The code does not demand that the
roof covering be non-combustible. It does, however, permit the use of non-combustible roofing products (defined in Section
1504.2) to be used in lieu o/a roof covering assembly that is rated Class A, B, or C in accordanii with UL 790. It is mv
understanding that the combustible shingles you intend to use have been tested to UL 790 and meet at least the minimum
Class B rating required by Table 15-A.
For purposes of enforcement, most code officials cousider the roof as two distinct assemblies. First, they review the roof
structue for the required Type of Construction and fire resistance rating pusuant to Chapter 6. For example, if the roof
structure is solid concrete (non-combustible), its fire resistance would be determined by ialculation in accordance with LJBC
Standard 7-7 based on the thickness of the concrete. Should the code offrcial find that lufficient thickness is provided to
produce one-hour fire resistance and that the materials are non-combustible, the assembly would be declared compliant for
Type II-FR construction.
Second, the roof cladding must be considered. The code does not require that materials be assessed for contribution of fuel
load, its impact on the rated assembly below, or for compliance with ASTM E-136. The code only requires the cladding
meet the classification specified in Table l5-A based on type ofconstruction and occupancy (UL 7eo iest). If the cladding
can be successfully be subjected to Ore external fuel load (buming brand) and flame inpingement specified in UL 790 for the
classificalion required by Table 15-A (Class B in this case), the code is satisfied. If the project architect intended to use
asphalt shingles where Table l5-A requires Class B roofing, the nanufacturer ofthose stringles would have to prove that the
materials passed UL 790 and are classified either Class A or Class B. If the materials meet tfte required classification. thev
may be placed on top ofthe fne resistance rated roofassemblv.
Note: Ifthe code intended tllat the roofcladding be considered as part ofthe fire resistance rated roof structural assembly,
naterials such as EPDM, single ply PVC, BUR, and insulative foam plastics would be prohibited in Type I and II
construction because they cannot pass ASTM E-136 (test for non-combustible materials). These materials are commonly
1 enPloVed successfully in high rise construction. The only exception to consideration ofthe roofcladding in conjunction with
-
1434 Sprucc Strcct Suirc I l0 Bouldc co 8t)30:
RESORT DESIGN
II{AT
ASSOCIATES
phonc:30-3.449.4433 fax:3{}-1..149.3366 * i t , , n-f o @ tr c. u r r rl
"
r r g n .
" " r.\!\v\'. Ilcsor lD cs ign. co m
o
the fire-resistive roof structural assemblies would be instances where a testing agency specifical/y limits the type ofroofing
that may be used on that assembly. This may be the case with certain UL testeJassemlliei. r you intend to ;se a UL
assembly to justifu the fre resistance rating of your roof assembly, then the materials you use to cover the roof may be limitetl by the listing. If youuseUBC standard'1-7,Table 7-C, or another source to j;stify the fire-resistive time period, the roofcladding need not be considered as part ofthe fue-resistive assembly.
The proposed EcoStar roof assembly is rated Class A and therefore meets the requirements ofTable l5-A. The roof-ceiling
assembly will be qualihed for one-hour fire resistance as noted in item 9 above.
Sheet A3.0:
17 ) Door 0ll. This door is required. to haue a one and. one- haL.f hour rat.tngl
Re.ferertce tiBC 'f ection r005.8.3.s. lt is n,ot cLear u;rrcther fitis rroor oncr the aoor to the Ski. Drop )ff are incLuded. in the cLoor schedule on Slteet Ar0.0. Dper or1
hets--beez-tel'isBd-to shout a-1JL - ltour rating in the rtoor._-sehe fule -_<tn_jlwe t A10.0. flo'uteuer. t ILC_dqqr sc lLe du|e__in- the " Detail Manuul'__hg,, not t)een re..-isecl
ctncl the cloers to the Ski -Dmp-o fr-eud the sicte- hingert dogr _sctjssant lB_Jhq reuoluingt_<toor ure___sLiLl not labelecl or inc Ltdcd.jn Jhtctppz_schectuLe,
RI)A's response: Door schedule to be removed from detail book. Two doors added to
doorscheduleAl0.0. Skidropoffdoor(#115)andadjacentdoortorevolvingdoor(#123).
18 ) vo'por barriers. ll-u.LL o,sse tnblies " Il'1," " It;3" iunct " w s" as Listed ut the top o.f Sheel'" A3.0 throu.gh A3.5 are speci.fiecl as inclucling uapor bar,iers. r/apor ' barrt e'r:^ ctnd .facirtgs in 'type I I bttilttings ore requirecl to h.aue a flo.mp spreacl rating not tct erceecL 25 ancl. a sm,oke cletelopecl rating rtot to ezceed. 4 5 0.
Reference U tsC Section 707.3. fhis__lle m, ltus not been rtclclres>^ecl.
RI)A's resDonse: Vapor barrier to be "Tyvek CommercialWrap". This material meets a
"class A" on flame spread and smoke index.
19 ) Polyrneric cedar s/ro&es. '!hese ctre speci|ied. as a roofirtg ntaterictl. for roo!
ctssernbL'11 " R|" as Listed at the toyt of Sheets A3.0 th"rough AS.s. ple r;.se proui.cle
ctdd"itionctl inJorrncttion on th'Ls rooJ couering materi.aL, inclurling qng e.u-uLuotioT.report or other listing ctpprouu\s cttLd confirm.atic.tn thut il z-s cZcrs.si fiecL as
nortcom.b ustih Ie in accordctnce utitlL LiBC Sectiort 215, th.at il is retecl aI Lea.sl
Cl cr. -s-'- R und tlxtt i.t is otheru:ise approuecL for use ort a Type ll I.'. R. builcl.ing.
Reference LIBC Sections 215 ancl 603.5 unct Tuble 15- A- gge rteut cnrn rrlentrs_:unctct
tLe m-J 5 rtb t>ue=
RI)Ats response: Specified roofing material to be installed per manufactures
recommendations to achieve class "A" classification. Refer #16 above.
20 ) " Fire- retardant ptytttood." Roo.f assetnb|ies " Rl" anrl " R2" as li.slecl at the to7;of Shet:ts A3.0 through AS.5 ct|so specify the use oJ " Jire- retar.clant plyutoorl'u;ilhin the assernbLies. Notc, L lt"ctt approued. fire- retard.ant- treutecl plytttoocl is not
cons Lclered lo be u' noncornbustible tnaterial an,cL is not perrn.Ltte-cL lo be usecl
1434 Spruce Strcct,Suitc I l-0, B o u ld c 1 co 80302
phonc:-10-1.449.4433 f a x:3 0 3..14 9. i366 cmail: in f o@ llcso rt l)csign. com w\\'\\'. l{csortl)cs i gn. com
o
u:ithin rool cei.Ling n.s-ceTnbli€.s Jor TgTte II F.R. builctings. ATtprouec!. 1,.,E,s ./or
.fire- retrtrdant- treated plyutood in Type I I F. R. buiLctings ctre l,istecl i.n L' BC .lections 601.5 anct 603.1. This dem-sp'pears to huue been crdcl le ,"secj_itr rcui,*ion.s to L lte stand.ard notes de sc:rlbittgL the " Rl" and, " R2" roof as-semblies- bul r.l i-r stiIL nal--L:t;ctctLv clent-Ltou.,Jhe EcoStor polum,Eric '^hakes relate-to -!.ttis rtc:cl-ypj tott.anti the L'L cLssetn.bLu PB14 assem.bla listed ory Shest BC-6. plense prouit!.e,Lt
ekztctiL__:Lncludittg tUpe of_fasteners. spacing, etc..,foz__c_otttpe_Lis_an__!p__::tlt,!u)Jtjr:ot:e.c!
utsem.b|U u;ith at Least cL 1_JLo ur {ire- res.istiue C|ass B rcltinlt.
RDA's response: Refer #16 above.
Sheet A.3.1:
2/ ) Accessible rott'te. The unnurnbered. cLoor ctcljccent to reuoluirtg cloor t10l <loes nol
ap?)ear to be arranged to nteet u:h,eelcltctir approa,ch requiretnents. Reference
c'ABO/A!\iSI A117.1-1992. fhc__stains_Jer tttis d,oot__hs.s,,been_tep1j4ct, but the ctoo.r is still nol nu.rnb e rcd_L inc lutle d in t h<__deer sthedulc=
RDA's resDonse: Door schedule to be removed from detail book. Door added to
door schedule, adjacent to revolving door (#123).
22) Reuoluing door. Reuoluing d.oot' 7101 rnust m,eet c.LL of rc requirernents of LIBC Section 1003.3.1.2, Erception 1. Arol ctcLclressed-
RI)A's response: Plans will show further detail for door #101, proposed revolving door
will be provided with break away feature, be a minimum of 6"-6" in width, and is placed
adjacent to side hinged door #123.
23) Wt,fernt tift is nel- pertn +*tec te be us;el 'anrler tt-ere
05,3 *nd e,lIJe,/itNSt,.1/l?,/99J Seetien 4-J--+-1+eq{i^s+--!4 !'hi-< itern. hr:s cLpparentLv been reso|ued. bIL proticti.ng ,fotant etcLditional eleuator stotal the con.ferertce Roont. terte| Blg0'-6" ctn<l \t-tolidiagL_t en,_acLdxljajllLL u,esl -fpclng cloor lor the e|eualoT. pleosc-__rzujse the el.euutor Detctil 2 on Sheet AB.3 lu re,flect this cltctnge.
RI)A's resDonse: Elevator detail 2 on sheet A8.3 has been revised to reflect new elevator
stop.
24 ) Aeee$tblr- me*rrc ef ,gr
'mea,ns ef egres', Re{eranee L'Be seetien 110l,l,l, ",\ pletfernt li{t shall net terae
e€s." lk){€renee L,re Seetion ll04,l,l.
Cozrc-c-t e cL. See itenL im.rnedia.te|U eh!)ut_
RI)A's resDonse: corrected.
rntin^, Re{erenee L'Be Seetden 1Q05,3,J i, eorreeje cl.
1434 Sp.u." Srrccr,itc ll-0, llouldct, CO 80302 Su
RESORT DESIGN
I.I'*YI I\Sai:rrl
ASSOCIATES
2^ |
p ho ne : -10,3. 449. 4.{ 3 3 iar:-i03.449.3366 e m ai l: i n fo@ Rc s o r t l) c s ign. c o m rv rvs,. llc s o r r D c s icrL c om
..'o
RI)A's response: conected.
26 ) .Access fo spas. PLease, shou: hou, ctt Least one of Llrc tuto ,"po-s lhal are shou.tn
ut the rear of th.e buikl.ing utill. be accessible to persons utith. ctisuttitilies.
Re .ferertce [.tBC Section 1103.1.9.1, ser:on.d paragruph. Npt adtlres-<ed.
RI)A's response: no grade change from interior of building to spa level. The UBC and
ANSI Al17.1 are silent on spa access requirements. It appears that ADA does regulate
access to spas. Therefore, we propose that the spa access to be accomplished by ADAG
sectionl5-8.4, by providing a transfer lift to one ofthe proposed spa units.
Door "I" is shown to access this spa area.
27)
es, [lL aus:nirtg-
f+re- "€+i,s L.LE€, fterL€ tb
neturr+I liglLt, end
rnesl o{ the uindeu s effe shean @s being epereble- Llt is, tcgJLlrcmetlt _h,cLL been
teso Lued-bU cortfirmation that public- travs at least 6O ft. irt uidjlL erist o,cliacenL
l_ct th.e propertv to the soutlt und,,11uest.
RI)Ats response: corrected.
28 ) Landings at etit doors. Proui<le Lantt.in.cls artd. routes of trauel to a p.ubLic
u,aA aL erterior et.it cloor'^ 106 artd 114. Reference LIBC 1003.3.1.7 unct 1006.1.
eanptek pctds hsze-be-e-n-LLLou.n ,paLtside these ctogrs--pJt Sheet A3.1. Lrrnrlings sha|L
be leueL. etcept thctt e rteriot-Lg,ttd.in,gs rnav lr"atte a sLope rr.ot to erceecl 22. Pletts_c
prouide de lctzls_Jpz the Lqndjngk\, i.nc|ud"ing cLim.ensiorts and. slope,
RI)A's response: Concrete pads to be 5' x 5' with ZYo slope away from building, as
shown on site plan, A2.l
.29 )
m,usl be /.- heur- xeterl, anel sel:f p:lesing r+nd ledehittg, Re{eremee Tttblt 5 ;l etnd
5444s++113. No LongC rtcgtti tcd rtue to 60-It.-uticle }:rublic tLtau. ctct jace nl__lo
sub ject pro perttJ on t he ute -st.
RI)A's resDonse: corrected.
30 ) Doors 102, 103 and. 104. Since the entrg <tttcl Lounge cLrecLS crre nor. se parated.
.from C'orridoT' !100, ctLL door-< leading to these areas frorn othe,r room.s rnust be 20-ntinttte-rated, inclutting cLr.tors 102, 1O3 onrt 104. Re ference ttBC Secti.ons
1004.3.4.3.2.1 cLncl 1004.3.4.4, L'xcept ictn Nurnber l. Not c orrec Lecl.__Tltzs.
cl, CO t| 0302 1 4 3 4 S p r u c c S r r c e t, S u i t c I l.Jl B o u I d
RESORT DESIGN
Irj|rfl
I$i?r'I
ASSOCTATES
nele 6 te 'able 5 ,1' This requiretne^at ee nfliets u ith [he reqairamEn't th&t
p h o n c : 3 0 .1 . 4 4 9 . 4 4 .1 3 fax:30 3. -149.3 3f'O "rn"il jn fo@ R"r,- t D ".,S," -., rn rv rv \'. llcsor t l) cs ign- com
,o
rEq-l41iLell1e7rt 7-LrncLxns, eLs occupcLnts erit ing ,frorn Corri.clor :1 22 ctn4_J_llt i.neclJnu
Loorns. etc.. a'rea i.n gen"e raL q r!_-n9.L llezu),il t e d, to leaue ct 4roi_sc te d, a re u.Ltn(I
e:nlet_ a Les-< protccted ctrect prior lo the erit ctisc ttqISE _J'Lrc_JJLLire e ntrlt. LouttllL
T€4eQLion-,-o-f"hee,-eree, area .rnust be constraelc_d- LLs 'requi.re(t lor a. | - ltou.r_ lire_resisLipe corridor. i ncLuding 20-m.inute openings protection.
RI)A's response: Lounge / Lobby is separated from Corridor #100 with pair of 20 minute
Doors (#127), as reflected in door schedule on sheet A10.0, so doors 102, 103, and 104 are
not required to be rated. These doors will be placed on hold-open devices that will close the
doors via actuation of a smoke detector pursuant to section 713.2 (section 1004.3.4.3.2.1.)
31) Doors 107 and, 119. Tlrese d.oots a.re LocatecL on a corrid.or
rqted and thus m.ust be 20- minule doors. Re, ference IJBC
NB-L --cpzrected.
RI)Ats response: Doors 107 and 119 have been revised to reflect 20 minute doors
on the door schedule on sheet A10.0.
3 2 ) Door 116. t/ris d,-s apprtrenLLg proposecl os .r " Pocket Fire Door" or llion Door
br'rtn4. ou|o-,cttic- closing :^Liding cloor. ,ltair !2, cts cL stair encptsure, is
required to etit direcl|g to lhe erterior and. not into o le-s,s€r rutec!. corriclor as
shou)TL. Re ference tlBC Section 1005.3.3.3. Please prouirl.e th.e rution1,Le and. ttue ' ctetctiLs for the proposed " pocket fire door" ct t:',d. hou; this arrangen-rc.nt u;iII rne et rninjmutn. I,|BC m.eans of egress requirements. T]rc 4oc_hcl ,fire ctoor lLo.s beea
raqloccd--tt'L1lt- cL u)aLL -cLnd siAc- MLqed-i,eor-t4112) cLs a " uestibuLe" fitctt extenc!-"the u,e st st.:-ir's 2- hou,r &te_ esist iue, prote,ctiort to erterior <loo:I_:!1JB_ I ! outelan-both tbe,-slttt r- eneLBsu.rc--d,psrLtn d- t he neut ue s t ittulp-4aot-<tra Labelect. " l17" a:nct it lppears that the statz-ttc LBsu.ur d-oor in a fuLLA open posiLiort _lttiJJ interlere u;itfu
the operutio:A_OJ_llle Leu elgpr, Please correct th.ese iterns ana__ptsutde__det c.il s foZ Llte neut 2 - hout ulalls-
RI)A's response: New side hinged door (#l l7) has been revised to be door #1 16. This door
as also moved 12" to the left away from the stair door, (#ll7).
33) Handrails. The stairs to the " Tou;er" arect irt Room l/12, Lounge, require hctndraiLs. Reference UBC Sect'ions 1003.3.3.1 ctnct 100J.3.3.6. S_gtttb oI s throt
cLp peqa-lo rcPTesg.t hanclrails ltcLue be-cn -gdd*d. -lB-Lhc stctirs. Please arouid.e,
labtLing__tnrl___delqzl-. for the hund rdls.
RI)A's resDonse: 36" tall wood hand rail note has been added to sheet A3.l at "Tower".
Detail for this handrail will be in resubmittal. Handrail details and extensions will comply
with section 1003.3.3.6 and ANSI All7.l-1992 Section 4.3.1I as appropriate.
1434 Sprucc S trcct.Suitc I l_0,Eouldcr, CO 80302
thcLt is required. to be
Seclion |004 3.4.3. 2.1.
RESORT DESIGN lrr G:-
l!s$r TI
ASSOCTATES
phonc:30-1.449.44-13 fax;303..149.3366 c m ai l: in fo @ ll c s o r t l) e s r gn. c o m rv rv rv. It c s o r i i) ei i! n . . o -
a
34 ) fr115 Prep area. Please c!,escribe the use o.f this room.. ottcl t.f il is Lo bc ust.cr for .food preparcttiort. list the lgpe of equipment tat is to oe L.sc(t. .\iol
adclrc:scd.-
RI)A's resDonse: Prep room (#l0l) will be used to prep and store items for limited
continental breakfast. Equipment to be prep sink, dishwasher, refrigerator (s), freezer, and
microwave. IF increased equipment and scope occurs in future, owner will supply all
information forproper approval process. No cooking, heating, orother smoke ani grease
producing actions will take place in this area.
35) #104 /115 Ski Locker. This- reern is tnbeled e$ beth *184 an€t #l/5. This itern
Ltas beert corrected---J'tre tBonu is now lcr.belecl as 4104. Since this. room. maA be enterett onlv by trauersing 4 stair rise rs_lhe _bttiLding officictl utiLl need to rnakc=the de t e rm.inctt tplt__s, s to uthether or not it contc.ins a comrnpn J<tc LLltglhrLl__Jn:t;lsL be accessible to persons utith disabili.trcs.
RDA's resDonse: This room to be accessed by hotel staff only for long term storage. Hotel
guest and short term storage is the function ofski storage drop o[ room #109.
36)
@ lpp€,rEdir, C aftd I Thc n,urnber o{ u;ctter cLo-sets artc! Lauatort,es ha.s been inetcggetl:kpttt, 2 to 4 each.The sotze_z_thett _ctppears to tnost cLoselv ap+rBairwle lt.is ttst.-js Appetcti.r
C ltctBtet--ZlL o,f the uBC. ult ic tt Lists " cott.ferertce roortts" ctncL prouicles t hetl__ult to
15Q occupants rnc,.t U _b_CJLctgrnrn aclat e, d bll lh 4 utater cLosels e.nct 4 LO4tp1ie:
propg se!l, This seents rectsoztttbLe. PLease. prouj.ctz__details to. rle.rnonstrate t lLeLl,-llv
?'euised rest roonts design contiules, tg be accessible to persons utitb_ ctisab illtic:,
RI)A's resDonse: Men's and Women's restrooms on sheet A3.1, will meet or exceed all
requirements for access to persons with disabilities, 60" circle is demonstrated, grab bars as
shown and all other critical details in accordance with ANSI All7.l-1992.
37 ) Etterior sfoirs. The roule to ctncl ,frorrL the exlerior spes areu is not clear.
HotL; <lo occupctrtt s reoch th"e -cpcr..s or€.l frorn the interior or tlte erterior o.f te bttiLcling? .Aio:l clddres,.ed. As noLed. n,n-d.e r itent 423 aboue, this t-" also requirecl to be an accessi.hl.e roul.e. r\bl_o_dd re sse d. In ang case, the 6_ riser stair sltoutr:
Just Lle -<t oJ tlLe spcts rnust m.eel rninirnutn uidth (4 4" ) ctncl l.ctnclrails requirements Stoir- lii,tlllt ctppectt; to hcLue been increcLsed b apItrorintatelu 4
t.l 34 Sprucc Strect,Suite I19, Boulde I, c o 80302
RESORT DESIGN
fq&;r IiI
A55OCIATES
p hone : 3O.1. 449. 4.1 -j 3 fa\:1{r-1.-149 3i66 t m r r I:in f o@ ltcsorr l)csign. com rv \' $'. llesortl)cs ign. com
o
feet- but h'cLndrai|s hcL'.-a nol--b Er:It cLtL(tt"cs:e-d crnc!-L]!Lr1: 4cJ.a:i.ls tt.cr."'a not tse11n
pro,-icle d. Reference L'BL' S'ectiotts 10O3.3.5.2 a.nd. /00J.3.3.6.
RI)A's resDonse: (6) 6" risers are shown on sheet ,{3.1. Handrail has been shown, just not
labeled. Handrail to be 36" tall painted metal. Detail for both will be in resubmittal.
38) Door stuing. doors #127. T'hG sE_je_ors. 11]l.Lich h!@e_beqL a.clrlecl cr.s. pcttl,_,aLt hc
teSlabzLilj<t L. are shou'n as s U;tZgfja,gJott,ord-_Cpn,fe re nc e Raom. :tl7?. tt:lticrL act;__JtrIl occupartt load o! 50 or rtore. The entrL and Loungc---ucqs rna,ALqLso httue an occupctnt Loct.d of 50 or ntot e_plepse e_onstlt,tlte b uilctzttg_-pJItt:tcLl__{g t--,!L deterrnination as to uthich direcLia.n this pctit- pldoo:is sh,oltJ".t!,s1t-7JlgL--o-L u,he the.r
petlut ps -tt-lkto s s - corrid.or" appt'octcl't. utith-. one leaf su'ingirtg ta_-cstclt (tlrEeltsn,
shpttld -be---used. Reference UBC SceilpttJ 0A 3,&1. t Please ctLso pro .-icte__dcjltilL on.
hs.du,o.r-e--ht these doors and u,;hether t heg_grzlcL. bE__SclL_ o.r cLut o rtt!,Lt .e_xl,12sj?7a-
&E fetenee JJ B3]I Secliozt 713.2.
RI)A's resDonse: Doors have been shown to swing in direction out of corridor. These doors
will be placed on hold-open devices that will close the doors via actuation of a smoke
detectorpursuant to section 713.2 (section 1004.3.4.3.2.D sheet A,3.1.
- SheetA3.2:
ffi,a end. length. The corrid.or u,est o-f Stair !2 on the 2ncl storg erceecls rc m.arunlum uLloutable dettcL end. Lettgth of 20 .feet bg approximttte Ly t 2 .feet.. This zs repeotecl ort Sheets t13.3 and tl3.4 for th"e t h.ird. ond. fourth ,slorie-s. Re ference [;BC Section 1001.2.6. 'Illtic_i]_etn has beet correcLed,for the 3rc:l ond 4 th__storte s.
b:ut not for_1]le 2nd ston!. Sheet A5.2.
RI)Ats resDonse: 2nd. floor had been revised, (A3.2) on last resubmittal to reduce that dead-
end corridor from 32' to l8'. Dimension has been added to sheet A3.2.
40)
hear r€etin,g, R€:ftT
RI)Ats response: corrected.
C.suected.
41)
?+eteelsA uith a %- heur retting, Re{erenee {,,1)€' !'eble S- J, ,"eet nete 5, Tltis
ste?-" e€, eptrected..
RI)A's resoonse: corrected.
4 2) SltouLer doors. SctJety gltlzittg is requirer! ctL
Lub /sh.ou;er e nclosures. Tltis ctpp|ies to ctLI arects
Re.fe rence UBC 2406.4(5. ). Npt acLclressed
RI)Als resnonse: All shower enclosures tobe %" clear, tempered glass.
aII glazecl shotter doors or glazed
and slories of lhe bu.iLding.
RESONT DESIGN
I)a-\|!-Ntf'-I7I
ASSOCIATES
1434 c Stre ct, S I l! Boulrlcr 80302
phoncr-j0.3.449.4433 fax:303..149.336(r lles o r t D cs ig n, c o m rv $ w.ltes o r r I) cs ign. c o m
Sheet A3.3:
4 3 ) Deed end Length e"va pret
J3-2- Correctecl,
RI)Ats resDonse: corected.
14 )
heur -r+t ing, Re ler , L'ottcckd.
RI)A's resDonse: conected.
45) Stair fil and Stair #2.
LoTI9!f_9!7-
RI)A's response: This
stair remains 322.
Botlt o.f tltese st.o.irs are Lq.beLed. as Room !521.Lol
has been corrected on sheet A3.3. West stair is numbered 321, East
Sheet A3.4:
46 )
.+3=€- eorrectetl.
RI)Ats resDonse: corrected.
47 )
holt,r reting, R€ ft CorrectecL.
RI)Ats resDonse: corrected.
48 ) stair ftS. Sta.ir !3 lea.cls frorn fite sth stortl pent hou,se to the 4th story corrit{'or' )ccupants m.ust erit the stair errcLosure ctnd. truueL doutn th.e cr.trr'clttr
belor-e e ntering tltt stai.r encLosure .for St<tir /1 . \'lze inlrocl.tlct ion to Clnpter l0 ol t h.e Ilartclbook Lo th,e Urti.form. BuiJdang (oc!.c contai.ns the stleternent, '. On.ce a
buiLcti ng ttccttltctrtt rert.ches a certain clegree or Le ueL o.f srr.fety us th.ctt c.sccupttrtt
proceeds througlt th"e eriting .sgsle m.. tlrctt Le.-eI o.f sctlety is not th.ereu.fter rectucec!until Lhe occupctttt hcts ctrri,ued rtt the exit clischcLrge, puhLic u)al1 o1- the eucntual
srt.fe place.' ln ollLer utord.s, (Jnce arL occttpttnt enter.s th.e 2 lt ott.r ertclo-<ure for
'Stct'ir -3, theg tncty not then be requirecl to rnoue lo an.d lhrough tt l-ltout. etit corri<lor (u'ilh 20-minute openin,g protectio'n) a.nd. th.en ertter ct seconcl 2- hour sl.air encl.osure before reaching soJety. Re.feren.ce U BC Sections 1001.1 anct 1005.3.3.3 /l|tt:-jJ*tn hrls been. ptu I i<tllgL--eorrecle tt. Sheet BC-4 s hotuslheLt 2-h.our cpflEjtu-q t ion hus been e-zj? neleel betu;ee n.llttir ;3 oncl Sta.ir i1 . Hctu,euer.
t)W--rctt ing ctt the 'nr,u: u.taLL cLUndtztg_ the --etLrajd,BL is shoutn ct-< 1- ttottL-,:at hen it
Trt ust he u n:qtirrtum oJ 2- houJlTe_JeyLstiue cons LrltqL otl__,IJt- q(t.cliLLan_ the rtet cl,oub Le rt,oo_t:- =426-_tnust be g0- rninute- rcttecl. nu! 20- nuL rutle__r<tt c<t___s.s
1434 Spruc
ph"n",:lr.++Il?lr:
Strcet, Suitc I lp, Bouldcr, CO 80302
RESORT DESIGN
II
rp+4tr
I\S-.{itI T7I
ASSOCTATES
fex:-103.-149.3366 cmril: i n fo@ lt cs,,.r l). s i gn. c.,m wrvw. Rcsor t Dcs i grr. com
RESORT DESIGN
--Ija\rfl
ll{'tztr
ASSOCIATES
:hou::z--ptt t.he rloor scheclttle on SheL.t A10.0. and Dopt_-i40J__<tl,t tt.c e Lct,cior_ =,]trt f!
musl--lL-Lso _hgJje o ntimmunt rot i rtg oI 90 rninute :^.
RI)A's resDonse:
Comments regarding the upper level stair enclosure:
Tom Meyers opinion regarding the uppermost enclosure of the exit stairs from the penthouse aparrmenr:
You have asked me to determine if there is an alternative to providing an exit passigeway to connect the offset stair fiom the
penthouse to the exit stair enclosure located at plan west. The requirement for the passageway derives from the code intent to
continue a specifred level of fue protection from its inception to the exterior of the building. it is my opinion that at least one
of the exit stairs from the penthouse may be of construction consistent v/ith the corridor and that the corridor extension from
that stair need not be built in accordance with the exit passageway provisions.
Section 1005.33.1 requires exit staLs tobe enclosed. However, Exception 1 permits an unenclosed opening between two
floors provided that the "atnospherically communicating" floors do not communicate with any other iloorr] Th" exception
does not specify which two floors may have the opening. This effectively permits an unenclosed stair between floors iour
and Five provided that no other floors "atrnospherically" communicate. It is my understanding that all other floors are served
by 2, two-hour rated exit stair enclosures and there are no comrnunicating openlngs provided therein. I also understand that
one of these stair enclosures will serve the Fifth Floor as the second required exit.
Instead ofhaving the open stair that the code permits, you have chosen to provide a higher degree of fire resistance and
smoke containment through the use of a one-hour fire resistive enclosure around the oifset stair. Openings into the enclosure will be protected with smoke and draft control assemblies consistent with the 1004.3.4 corrido. prouisioni. This level of
protection will be maintained by the corridor construction required on the Fourth Floor to the point that the corridor
terminates into the exit enclosure. Since the offset stair and the corridor are part of the exit aciess from the penthouse, travel
distance within the penthouse, offset stair and conidor will be limited to 250' total for a sprinkled building 4004.2.5.2.2)with an additional 100 feet of distance permitted in the corridor (1004.2.5.2.3). If this can be demonsnateid, it is my opinron
that the exit passageway and 2 hour fire resistance rating of the offset stair is not required by the code.
We have measured the required tavel distance and find that it is less than the 250/100'required as noted above
Sheet A3.5:
4e)
Sheet A5.0:
50 ) Prernises ldentification. Alttto uglt th'is mny not c.lutct.lls be sh.outtt on yrc
clrcr'uti'ngs. especiaLly ctt / /8" scctle, it. shoulcl be noted. that Ltte huiLc1ing i.:-
requirecl to meet tlrc prernises i<le nti.fictttion re quirenten"ts r,tf LIBC Sectiort 502.,\bl cr.ddre-s,re d-
RI)A's resDonse: Re site plan A2.1 , Existing Tivoli Lodge identification sign that has
been removed during demo, will be replaced in that same location.
51 ) Ceiling height. PIecLse confirrn the ce i|ing lteigh.t in the S ki Locke.r urea.
:Tccorclirtg to llrc North e|euat'tr.tn, tlLe c|istunce betute,en the Ski Locker finishert
fLortr ctnd tLte 2nrl. slory finished. fLoor aboue is onLy 8.17 .feeL. Not ctclcLre ssed,
1434 Sprucc Strcer. Suite 11.0, Bouldc co 803{)2
i a s : -1 0 3 . 4 .l , . 3 3 C C .. tn " ' t ,
'
n f " 1a R , in-rtl),.ig-*
ep.rrse t c- d..
p hr:r n c : 3{).1. 44 9. 4.1.33 rvrvrv. l{csor t I)cs ign. com
RESORT DESIGN
-xrIlE-
I\!'}?;Ltr IiI
ASSOCIATES
RI)A's response: 7'-1" is ceiling ht. in Ski Locker room, re: A6.3
52) Lirnit s orL 1J.se of utood. 'l'he ortLg permittert uses Jor u;oocl or o pplote.d. .fire-retardartt treated tt;ood irt tLthat are otheru,ise Type | | f'. R. noncomb u:-tible
buiLcLirtgs cLre Listed in IIBC Seclion," 601.5 and. 603.1. .lol_eidd re.s,"c d.
RI)A's resDonse: Exterior wood siding specified as'Hardipanel". James Hardy
cementitious products have been tested to ASTM E-136 and are deemed non-combustible
pursuant to UBC Section 215
Sheet A6.0:
53 ) Business center. Building Section 1 shorus Rootn #118. Business Centez__:aht c h
has been cleletecl front _the first storv ,floor p|c-n on Sheet AS.I.
RI)A's resDonse: Building section #l on 4'6.0 has been revised to delete the business
center and add hall. room #119.
Sheet A10.0:
54 ) Please specify tlte h.ardutare for the cloors in tlte d.oor scheclu.Les, ut le.asf for lhose that ctre required to be ctu.t o nr.at ic - or self- cLosing or tltat are requirecl to be equippect. u;ith panic harclu;a.re. Reference UBC Sections 713.6, l0OS.3.l.g and.1007.2.5. Not ctd.d.tessed.
RI)Ats response: Door hardware schedule to follow. Owner and Architect will work
together to achieve look and function that owner desires as well as code issues that
Architect will require.
1 4 3 4 S p r u c c_S r r c c r , S u i t e I I .0 , B o u I d e r , C O S 0 3 0 2 phonc:30.3-449.44.13fax:303'.l49'j3c-..."it..i''r.6it.".o'tn.!ffi.'P",..-
.a
RESOXT I'ESTGN
ASSOCIATES
1434 Sprucc Street, S {., C O 6 0 3 0 2
phone:303.449.44-13 ax:303.449.3366 rvrvw. Reso r t D csi gn. com
104 Terrace Drive
Mundelein, lL 60060
800-211-7170
Part I - GENERAL
1 .01 Descriotion 1.02 Quality Assurance 1.03 Submittals
1.O4 Product Delivery, Storage and Handling 1.05 Job Conditions (Cautions and Warnings)1.06 Warranty
Part2 - PRODUCTS
2.01 General 2.02 Tile 2.03 Related Materials
Part 3 - EXECUTION
MAJESTIC SLATE - CLASS A
ECOSTAR GOLD STAR ROOF SYSTEM
sPECt FTCATIONS 0731 9. 1
PAGE
3.01
3.O2
3.03
Substrate Criteria
Substrate Preparation
lnstallation
2
2
3
3
3
3
4
4
4
5
5
5
Eectlon O73l9.l maJe3ilc Slate - Clasr A Root System Page 'l ol 7
Februar1/,2OO3 Ecostat, a Dlv|3lon of Cadlale SynTec Incorporalod
SPECtFtGATTON 07319.1
MAJESTIC SLATE - CLASS A
ECOSTAR GOLD STAR ROOF SYSTEM
PART 1 - GENERAL
1.01 DESCRIPTION
A. Furnish and install Majestic Slate - Class A Tile Roofing System as specified in the Contract
Documents and roof plan.
B. Furnish and install this Majestic Slate - Class A Tile Roof System in strict accordance with
specifications and drawings approved by EcoStar.
C. Related Work
1. Metal flashing work is not covered in this specification since EcoStar does NOT warrant metal
flashing. EcoStar advises that metal flashing and securement of metal should be to industry
standards (SMACNA) to prevent the metal from pulling free or buckling. EcoStar also
suggests that all flashing metal be copper, stainless steel or an equally long-term material.
2. EcoStar Attic Guard Ridge Ventilation product must be used on those projects that will be
using a ridge ventilation system. lf a ridge ventilation system is not to be used on the project,
another form of ventilation may be used, but will not be covered by any EcoStar warranties.
EcoStar advises that a ridge style venting system be utilized to insure the best possible air
movement and to provide the best aesthetic appearance to the roofing system.
1,O2 QUALITY ASSURANCE
To qualify for an EcoStar Gold Star Warranty, an authorized EcoStar Gold Star Applicator must
install system.
There shall be no deviation made from this specification without written approval from EcoStar
prior to the start of the roofing project.
For an EcoStar Gold Star Warranty, upon completion of the installation, an inspection must be
conducted by a Technical Representative of Ecostar to ascertain that the roofing system has
been installed according to EcoStar's most current published specifications and details. This
inspection is not intended to be a Final Inspection for the benefit of the Owner, but for the benefit
of EcoStar to determine whether a warranty shall be issued.
It is the authorized Gold Star roofing applicator's responsibility to adhere to all applicable building
codes (local and national) and to have or acquire the appropriate licenses and permits for the
roofing system installation requirements and limitations in their local areas applicable at the time
of the bid.
Specific testing requirements:
1. Class A Fire Resistance - UL 790 Test Standard 2. Class 4 lmpact Resistance - UL22'18 Test Standard
Eection O73l9.l M.lcstlc Slate - Cla33 A Root System ?age 2 oI 7
February,2OO3
B.
c.
D.
E.
EcoStar, . Dlyl3lon of Garllsle SynTec hcotpotated
1.03 SUBM]TTALS
A. Submit an "EcoStar Gold Star Project Survey'' to EcoStar Technical Department for approval
PRIOR to the job start to enable the Technical Department to approve and assign a job number
to the project.
1. The "EcoStar Gold Star Project Survey Form" must be filled out completely and accurately to
include any prior deviations approved from this specification, including a roof drawing
showing all dimensions, all penetrations, and roof slope.
B. When an EcoStar Gold Star Warranty is desired, EcoStar must be contacted @ to project
bid and installation. Information may be required for wind design and slope requirements.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Deliver materials in original unopened packages.
B- Packages shall be labeled with manufacturer's name, brand name, installation instructions and
identification of various items.
C. All tile materlals must be stored between 45o F. and 80o F. lf exposed to lower temperatures,
restore to 45o F minimum temperature before using.
D. Store all materials in a dry protected area. Damaged materials must NOT be used. Installed
materials found to be damaged shall be replaced at Gold Star Authorized Applicator's expense.
1.05 JOB CONDTTIONS (CAUTTONS AND WARNINGS)
A. Contact EcoStar Technical Department for procedures when installing a Majestic Slate - Class A
Tile Roof System during temperatures less than 45" F.
B. Do not install the Majestic Slate - Class A Tile Roof System directly over existing asphalt shingles
or existing tile roof systems. All existing roof materials MUST be removed prior to installation of
the Majestic Slate - Class A Tile System.
C. Roofing surface must be free of ice, water, or snow prior to and during the roofing project.
1.06 WARRANTY
A. EcoStar will provide the Gold Star Warranty for those materials supplied by EcoStar when the
project is completed by an authorized EcoStar Gold Star Applicator and all required materials
have been utilized within the roof system.
B. Only when an EcoStar Technical Representative has inspected and approved the completed
installation will an EcoStar Gold Star Warranty be issued.
C. The warranty is available for all types of buildings and structures.
D. The warranty period is expressed on the warranty certificate, which reflects the inclusive dates of
coverage.
E. The warranty does pf cover the aesthetic appearance of the Majestic Slate - Class A Tiles.
Care should be taken by the EcoStar Authorized Gold Star Applicator to insure that proper
blending of the tiles occurs. When improper blending occurs the aesthetic appearance of the roof
can be effected negatively. Blending should occur from a minimum of seven bundles from each
pallet. lt is highly suggested that 4l! material be on site to blend from.
Section 07319.1 ilalcatlc Slate - Cla$ A Roof sy3tem Page 3 of 7
Febru.ry,2oo3 Ecostarr a Dlvlsion of Cadisle SynTec lncolDorated
PART 2 - PRODUCTS
2,01 GENERAL
A. All Components of the Majestic Slate - Class A Tile Roof System are to be products
manufactured or supplied by EcoStar, a Division of Carlisle SynTec Incorporated.
NOTE: Only products supplied by EcoStar, a Division of Carlisle SynTec Incorporated are
included in the warranty unless otherwise specified and approved in writing by EcoStar, a Division
of Carlisle SynTec Incorporated.
2.02 TILES
A. Majestic Slate - Class A Tiles made of Starloyil, 100% recycled rubber & plastic compound, 12"
wide by 18" long with a nominal thickness of 7.'. Weight shall be determined by the following
acceptable tile exposures:7" = 258 - 276 lbs per square
6-112" = 278 - 294 lbs per square 6" = 300 - 321 lbs per square
B. Majestic Slate - Class A Tile color selection shall be made prior to bid opening and shall conform
to one of the following colors:
[ ] Black [ ]MidnightGray [ ]FederalGray [ ]SmokeGray [ ]EarthGreen
[ ]Stone Red [ ] Mountain Plum [ ]Cedar Brown []ChestnutBrown
2.03 RELATED MATERIALS
A. Underlayment
1. VersaShield - One layer of Elk VersaShield meeting or exceeding the requirements of
ASTM D226.
2. Glacier Guard lce & water underlayment -Granular Surface (55 mil), Smooth Surface (40
mil), or Smooth Surface High Temperature (40 mil), a composite membrane consisting of
fiberglass reinforced rubberized asphalt laminated to an impermeable polyethylene film
layer (Smooth Surface & Smooth Surface High Temperature) or coated with a granular
surface providing maximum skid resistance (Granular Surface).
B. Fasteners
1. VersaShield
a. Roofing nails with one inch (1") diameter round or square head, plastic or metal, and
/i' long shank. Metal parts of fastener are to be corrosion resistant.
2. Tile Fasteners
a. EcoStar Roofing Nail with a 3/8" diameter head and a minimum ot 1-112" long shank
made from stainless steel. Nails can be supplied either as a hand drive style or in
coils for use in pneumatic tools.
NOTE: EcoStar Roofing Nails when used in the Majestic Slate - Class A Roof
System are included in the EcoStar Warranty.
Sectlon 07319.{ Malertlc Slate - Clars A Roof Syrtem ?rg. 4 o17
Ecostar, a Dlvlslon of Grrllsle StmTec lncorDorat€d February, 2OO3
O PART3-EXEcurloN
3.01 SUBSTRATE CRITERIA
A. The Building owner or Owner's Representative is responsible for providing and determining that
the substrate is suitable to receive the Majestic Slate - Class A Tile Roof System and the
authorized EcoStar Gold Star Applicator should not proceed until all defects have been corrected.
B. The Majestic Slate - Class A Roof System may only be applied over:
1. Minimum /2" plywood or OSB decking 2. Minimum 1" tongue and groove wood decking
3. Approved metal deck systems - for specifics contact EcoStar Technical Department.
C. Minimum slope of substrate for installation of Majestic Slate - Class A Roof System shall be a
minimum ol 3112 for 6" exposure installation and a minimum of 6112 tor 7" exposure installation.
Contact the EcoStar Technical Department for approval of applications on lower slopes or
exceptions to this requirement.
3.02 SU BSTRATE PREPARATION
A. The Building Owner or Owner's Representative is responsible for ensuring that all wet or
damaged substrate has been removed in a re-roofing application.
B. Existing roof material MUST be removed and a clean substrate free of foreign material be
provided prior to the installation of the Majestic Slate - Class A Tile Roof System. Majestic Slate
- Class A Tiles may pf be installed directly over any existing roof material or system.
O 3.03 rNsrALLATroN
A. Flashing & Sheet Metal - Install sheet metal and flashing metal in all valleys and where required
on projections furnish in accordance with Section 07634.
B. Where required, install metal starter strip at all eaves and roof edges. Furnish metal in
accordance with Section 07634.
C. EcoStar suggests that all metal work be made from copper, stainless steel or an equally long-
term material.
D. Underlayment.
1. Glacier Guard lce and water underlayment:
a. Lap end joints 6" and side joints 3.5"
b. Apply continuous 36" wide sheet in valley centered over valley.
c. Apply rows of 36" wide sheets along all eaves and rakes. Lap end joints 6" and side
joints 3.5".
d. Apply rows of 36" wide sheets along and around all dormers and roof projections.
Lap end joints 6" and side joints 3.5".
e. When applicable install as far as it can be installed on any head walls or vertical walls
a minimum of 12".
Sectlon O73l9.t lltaleltlc Sl.i. - Class A Roof Eystem Page 5 of 7
Ecostar, a Dlvlrlon of Cadlsle SynTec Incorpolated F.bruary,2oo3
f. Do not leave Glacier Guard Granular Surface exposed to weather more than 14 days
after beginning of installation. Do not leave Glacier Guard Smooth Surface exposed
to weather more than 30 days after beginning of installation. Do not leave Glacier
Guard Smooth Surface High Temp exposed to the weather more than 60 days after
the beginning of installation.
2. VersaShield
a. Apply 42" wide sheet over complete deck, covering the entire roof deck INCLUDING
those areas with Glacier Guard lce & Water underlayment. Lap end joints 4" and
side joints 6".
b. Lap the VersaShield 6" from both sides over all hips, valleys, and ridges.
c. Where the roof meets a vertical surface, carry the VersaShield 3" to 4" up the
surface.
d. Do not leave exposed to weather more than !Q days after beginning of installation
without written approval of owner.
e. Do not leave any fastener heads exposed. Nail only in areas to be covered by
lapping of underlayment.
E. Majestic Slate - Class A Tile Installation
1. After installing underlayment and before installing the Majestic Slate - Class A Tiles,
clean the surface of debris and dirt.
Beginning at the eave, install a layer of Majestic Slate - Class A tiles gapped a minimum
of 3/8" between tiles and any projections, with two roofing fasteners per tile (in location
shown on tiles). This layer of tiles will become the starter row. lnstall another layer of
tiles in the same manner as the first with the exception of the second layer having a /,
tile offset to the first layer.
Continue installing tiles per the chosen exposure.
Care must be taken to place tiles so color variations are evenly distributed over the entire
roof area. Tiles between bundles and pallets MUST be shuffled to insure even
distribution of color variations. "Patchy' or "Blotching" in appearance is not acceptable
and the Ecostar Authorized Gold Star applicator will be required to correct. lt is
recommended that work not begin until all Ecostar materials have been delivered to the
job site.
It is the responsibility of the Gold Star Authorized Applicator to insure that all Majestic
Slate - Class A Tiles are bent back in a downward curve orior to installation. Do not
install tiles with an upward curve.
Either an open or closed valley design may be used.
a. With an open valley design leave a minimum of 2" on each side of the center of the
valley exposed and uncovered by the roof tiles. A V-Style or W-Style Valley metal
may be used.
b. With a closed valley design cut the tiles in a straight line to fit no closer than 3/8"
against tile of adjoining roof slope.
3.
4.
5.
o.
Sectlon 07319.{ffajertlc Slate - Class A Roof Sy.tem Page 6 of 7
February,20O3 Ecostar, a Dlyltlon of Cadlslo SynTec Incorporated
7.
8.
Minimum Fastening - No less than 2 EcoStar Fasteners per tile shall be used with a
minimum length of 1-1l2".
CAUTION: When using a pneumatic nailer care should be taken to insure that nails are
not over driven causing the tiles to curl upward. lf tiles have been installed with over-
driven nails causing the ends of the tile to curve upward, tiles will never lay flat. Over-
driven tiles must be removed and re-nailed properly.
Install EcoStar Attic Guard ridge vent system per the manufacturer's application
instructions, and then place the Majestic Slate - Universal Hip/Ridge Tile over the ridge
vent. A minimum 2.5" stainless steel, hand-driven EcoStar fastener should be used on a
ventilated hip/ridge to fasten the hip/ridge tile to the deck. A minimum 2" stainless steel,
hand-driven EcoStar fastener should be used on an unventilated hip/ridge to fasten the
hip/ridge tile to the deck. Place fasteners in the location marked on the tile. Majestic
Slate - Universal Hip/Ridge Tile must be installed with 6" exposure.
Majestic Slate - Class A Tiles may not be installed if the tiles have been stored in
temperatures lower than 45o lf tiles have been stored in temperatures below 45o F., tiles
must be brought back to an ambient material temperature of 45" F. As the temperature
rises Majestic Slate - Class A will expand beyond the designed installation pattern if the
product is installed while cold or frozen.
1'1. Do not install tiles directly adjacent to each other. A minimum gap of 3/8" must be
maintained between installed tiles.
12. After the initial row of tiles has been installed. it is recommended that a chalk line be
placed parallel to the roof edge and running perpendicular to the first row of tiles. This
chalk line will insure that the tiles stay true and plumb to the roof edge throughout
installation.
Care must be taken to minimize foot traffic over completed areas of the roof. Majestic
Slate - Class A tiles will show mud and dirt and cause appearance problems. The
removal of dirt and debris is the responsibility of the applicator.
Majestic Slate - Class A Tiles can be slippery when wet, caution should be exhibited with
early morning dew and after rain. EcoStar suggests the use of toe boards and OSHA
approved harnesses and safety equipment at all time.
Upon completion of the roof system installation, inspect and remove all debris from roof,
sweep clean and wash with a mild, non-bleaching detergent.
9.
10.
13.
14.
15.
S€ctlon O73l9.l Malestic Slate - Clas3 A Root System ?age 7 ol 7
February,2OO3 Ecostar, a Dlvlrlon ot Cad|sle SynTec lncorporated
T
Underuliterc Labolatoiles InG, @,
333 PFr!$te! Rood
Northbrool, I[iooi3 6{n62-2096
Uliaed Slrtes Country Code (l)
(847) 272-EEm
Flx No. (847) 5(x){395
ttpl/www.ul.coo
January 7,2N3
Mr. Spence Bardeen
Ecostar Inc.
230 Cerfter Drive. #201
Vgrnon Hills, IL 6ffi61
OurReference: R18920
Dear Mr. Bardeen
This is in response to ow phone conversation today.
As discussed, Ecostar currently has the following Class A Listings with Underwriters Laboratories:
Molded pfastlc rhlngler, for installation as Class A prepared roof covering. Limited to 15132 in.
plywood decks and one layer of G-P Gypzum, l/4 in (min) Dens Deck@ overlayment board
mechanically fastened with all joints staggered a min of 6 in. from the plywood joints and one ply of
Type 30 asphalt felt.
Molded plartic rhingler, for installation as Class A prepared roof covering. Limited to 15/32 in.
plywood decks and one ply of ELK VERSASHIELDil Underlayment.
The following Ecoatar products are eligible for use in these systems:
Seneca Cedar Shake Tiles, Tios Tiles, Celestial Slate Colonial, Celestial Beveled Edge Slate,
Celestial Beavertail Slate, Celestial Traditional Slate and Celestial Chisel Point Slate.
Ifany questions arise on the above, please contact the writer.
Very truly yours,c4%
Douglas C. Miller
Engineering Group Leader
Fire Protection Division
A not-f o.-protit orC.ritCion
rlcdcd.d t0 pdlic adlty ind
commitbd to qd0 !. ric.
@ Unott*riten Laboratories Inc. o
JMO/ DCM : mes
DMS
File R18 92 0
Project 98NK2 82 5 5
January 29, 2OOL
REPORT
on
ROOFING SYSTEMS
Under The
CLASSI FICATION PROGRAI',!
EcoSEar, fnc.
Vernon Hills, IL
copyrighE o 2001 Underwriters LaboraEories Inc-
Underwriters Laborat.ories fnc. authorizes che above named
company to reproduce this Report provided it is reproduced in iEs ent i rety .
333 Plillgsten Road
Norlhbrook, lllinois 60062-2096
Uniled Shles Country Code (l)
(847) 272-8800
FAX No. [847) 272+129
hnp:/tu/ww.ul.com
A not-lor.prolil ofganizalion
dedicaled to public salety anct
commilted to quality servics
File R18920 Page Ol lssued ! l.-29-01
GENERA],
INVESTIGATION :
Syit,em No. I - -Celeatial Slate" shingle8 rubmitEed for claas A over
L5/32 in. plywood decks urlth Typc 30 feft and t/a in. min. G-p Gl4)aum Dens-
Deck(s.
SysEem No. 2 - *Celestial Slate' shingles auhlitEed for Clagg A over
L5132 in. plywood deckg with ELK VERSASHXBLDn underlayment.
Our enginecring evaluation plan con6i3ted of conducting CIas6 A spread of Flame Eesting on system Bo. 1 and Class A hternittent Flame and Class A
Burning Brand teEEing $rith gyBtrm No, 2
,Jmo/Dc'tq I me3
DI{S
File R1892o Page 1 Iesued: 1-29-ol
DESCRIPTION
PRODUCT COVBRED:
Thc product correred by this ReporE is "CelcstiaL glatc" shingle.
Thc product in Ehis Report is LisEed as to external firc cxposure only.
USE:
The product is intended for use a€ a building maEerial aa permitted by
authorities having juriediction.
JI{O,/DCM : mes
Dus o
I
o
File R18 92O Page T1- I of 4 Issued: L-29-0'J.
TEST RECORD NO. 1
EXAMINATION OF MATERIALS :
The materials used in this investigation were produced under Che
observaeion of a RepresentaEj.ve of UnderwriEers Laboratories Inc. The
compogiEion of the finished materials is of a proprieEary nature. DaEa on
Ehe composition is on file at the L,aboratories for use in lhe Follotr-Up
Service Program.
various physical and chemical tesEs r,rere conducEed on the componenrs
and finished products. The results developed from t,hese tests were employed in eBtablishing specifications for use in the factory Follow-Up Service
Program.
FIRE TESTS I
System No.
shingles nai led
System No.
underlayment and
Class A fire iesL6 were conducted on Ehe above samples. These tesEs
were conducEed in accordance with the TesC Standard ANSI/UL 790, ',TesEs for
Fire Resislance of Roof Covering MaEerials,. (ASTU B-108, "Fire TesEs of Roof
Coverings").
In the spread of flame and inEermiEEenE flame lests described in this
ReporE, the cemperat.ure of che lest flame, as nreasured by a No. 14 gauge
chromel-alumel lvire thermocouple located as described in ANSI/UL
Standard 790, was found to be 1400 150oF. The physical appearance of Ehe
Eest flame when the Eest apparatus i./as calibrat.ed for flame temperature. was
generally Eriangular in shape, being abouE 3 fE wlde aE Ehe deck's leading
edge and gradually narrowing to a width of approximately 6 in. at the rop of
Ehe 52 in. long calibraEion deck, r"ri th licks of fl.ame extending approximately
anot.her 1 f t..
JMO/ DCM : mes
DI'lS
SAMPLES
1 - Plywood deck, type 30 underlayment and "Celestial Slace"
in place.
2 - !5/32 in. plywood deck, one layer ELK VERSASHIELDITI
"Celestial SlaEe" shinqles nailed in p1ace.
o
FiIe R18 920 Page T1- 2 of .l Issued:1-29-01
The hrind velocity required by ANsr,/UL 790 r'ra s determined by taking
readings on a Emooth deck (40 in. wide and 52 in. Iong) midway up the deck at
t,he cencer and 3 in. from each vertical edge with a vane Eype anemometer and
tiner. The vel.ociuy measured at an incline of 5 in,/f t. !,ra6 found co be
l-05o 1 s0 f E./nin (12 t f/2 mi/h) with Ehe carriage in position.
The resulEs of these t,ests are summari zed on the following pages:
SPREAD OP FI,ATiIE TEST
SLopc of Maximum
Test. SyEtem Deck ,Flame Exposure of
No. No. in.,/f E spread, tt Roof Deck
o
None
None
At no time during these leeEs were any flying flaming brands of roof
covering maEerial produced. Also, Ehere was no significanu laE,eral epread of
flame from the path directly exposed to Ehe Eest f1ame,
INTERMITTEI'T FI.AME TEST - CLASS A
Ti.me of Asphalt Time of
Slope smoke Dripping G1ov" Depth Duracion
Tesr System of Deck, Underside, Underside. Underside, Of Of Te6l,No. No. in-,/f I min:s min:s min:s _ char. ln. Min
3 2 5 9:20 - 70 :00 FuIl L?0
4 2 5 L4:30 70 :00 Full I2O
A,t no cime during these Eests srere any flying flaming brandg of che
roof covering malerial produced or did expoEure of che rooE deck occur.
Also, at. no E. ime during these te6ts lre re any sparks or flameg noEed on the
underside of tshe deck -
JMo/DCM : mes
DMS
FiIe R1892 0 Page T1- I of 4
BRAND TEST
AsphalE
Dripping
Underside,
l'lin : s
None
None
None
None
I s sued t L-29-OL
Deprh
ot
Char, in.
Full
Ful I
tut_t
Ful l
o
Tes t
No.
t
5
90:00
9O: OO
9O:00
90:00
S lope
System Of Deck,
No. in. /fE
,
5
,
BI'RNING
Time of
smoke
Unders ide,
mi.n r g
5:50
15:35
29:00
35:14
CLASS A
Time of
Gl orr,
Underside,
min: s -_
None
None
None
Nonc
Duratlon
Of TeEE,
Min
At no Eime during these tsests were any flying flaming brandB of the
roof covering natserial produced or did expo€ure of the roof deck occur.
Also, aE no time during Eheae tsegt6 were any sparks or flames noted on Ehe
underside of Ehe deck -
PRACTICABILITY:
The consEruction materials used in Ehe roofing syst.emn were readily
insEalled by qualified workers $/it.h Eools and meEhods commonly used for
construction work of similar nature. Materials and installacion procedureE
in accordance with those previou6ly deacribed in this Reports are 6ignificant.
facEors in the excerior fire performance of lhe construccion.
JMO/ DCU : mes
DMS
Fi le R1892 0 Page C1 Issued:1-29-0L
CONCLUS ION
The following conclusion represenEs the judgement of Underwrit.er6
LaboraEories Inc. based upon lhe results of the exeminaEion, lests and data
analysis presenEed in this Report, as they relate Eo esEablished principlee
and previously recorded daEa.
The product. covered by t,his Report is judged Eo be eligible for L,isting
and FoIlow-Up Service. The manufacEurer is auEhorized Eo use Ehe UIJ Listing
Marking as shown below on auch producEs which co!trply with the pollow-Up
Procedure and any ot,her applicable requiremenEs of UnderwriE.ers Iraboratories Inc. Only Lhose producEs whi.ch properly bear the UL Listing Marking are
considered as LisEed by Underwriters Laborat.ories Inc.
I,TSTING MARKS
The Listing Marks Eo be used wiEh the .Cclestial Slace" shingles is illustrated below:
LISTTNG MARK:
CANADI AN UL MARK :
LISTED
PREPARED ROOPING MATERIAL
SHTNGi,ES - CI,ASS A
DEGREE OF RESISTAIICE TO EXTERNAL
FIRE AND FIAI.IMAB ILITY I,IMITS
IN ACCORDNiICE WITH tTL STANDARD 7 90
WHEN APPLIED rN ACCORDANCE I,TITH
INSTRUC"TIONS INCLUDED WITH THIS ROOPING
I,ISTED ISSUE NO,
PREPARED ROOFING I,IATERIALS
SHINGLES - CLASS A
DEGREE OF RESISTANCE TO EXTERNAL FIRE
AND FLAI{MAB It ITY LIMITS IN
ACCORDANCE WIT'!{ CAN,/U[C-S107 -M8?
JMO/DCM : mes
DMS
FiIe R18 92 0 Page C2 Issued:1-29-01
LISTING:
Prepared Roof Covering Materials LiaEings will be promulgated as
described below;
MoLded Plastic Shingles for installation a6 ClaaB A prepared roof cowering. LimiEed E-o 75/!2 in, p lywood decks and one layer of 1/4 in.
(nin) G-P cypaum Dens-Decko mechanically faslened wiE,h aIl Joints
Etaggered a min of 5 in. from the plywood joint8 and one ply of Type 30
aaphalE felt,
Mol.ded Plastic Shingles for install.ation as Class A prepared roof covering. Linit,ed Ea 15/32 in. plywood decks and one ply of ELK
VERSASHIELDrM underlavment,
ReporE by:Reviewed bv:
;{-^qt{,15../-- zaez
DOUG!,AS C.
Engineeri ng
HILIJER (X43252)
croup Leader Senior Engineering Associate
JMO/DCM : meE
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llom.nlum Tlchnologlg3, Inc,
1507 Boettler Road
Uniontown. Ohio 44685
6 330,/89S5900 Fax 330/89S9943
Project lD: EXl6E2A
Carlisle Syntec, Inc.
ATTN.: Joe Malpezzi
P.O. Box 7000
Carlisle, PA 17013
Reference #:
Date:
MTi Projoct No.:
Fax No.;
October 11,2002
EXI6E2A
717-21s-7053
Date: October 11,2O02
Accteditations
H9
@
tcBo
,soilEc r702s
N.E.S. Llst€d
NER.TL625
&
9F-RE
o#X*i,]ffi"**
T€lilng Laboratory
Associations
rcl
I T1 I
Roof Coatine
Manufaorreri
Association
Abstract:Analysis as described of provided Ecostae Majestic Shingle.
Results:DESCRIPTION TSETHOD RESULT
lnitial
Temperature
Cycling
tcBo Ac07 No cracking, No
delamination
Flexural Strength ASTM D 790
(Procedure A, Test
Method 1)
4.76tbf
Breaking Strength ASTM D 638 91 tbf
Tensile Strength ASTM D 638 1 123 psi
Elongation at Break ASTM D 638 34%
Post Accelerated
Aqins
G26-2000 hrs.
Visual Slight Fading,
No Cracking
Flexural Strength ASTM D 790
(Procedure A, Test
Method 1)
4.46 tbf
Breaking Strength ASTM D 638 108lbf
Tensile Strength ASTM D 638 1115 psi
Elongation at Break ASTM D 638 27.1o/o
Visit our website O www.momentumtoch.net
N Id-a.rr..andd*Cartsk Syntec Inc. -JX19E2A
(continacd)
Page 2
Ifyou have any questions or would lfte to have rnore op€n conversations do not hesitate to contact n'" at
330t89G5900.
Sincerely,
Joseph W. Mellott
Vi ce Pre s ident, Te c hnologt
nt6 ilffindqt pc.flbd In thie nsffoallon b baed upon the rcse*cfi rf illdrEnium T€ctxdoghs, inc. 0,m) dd b to ttlo best d [s ta|crvtedgE Gmb' HowE s' m guarrrbc d its murry oer bo r|4lo slnca urn ha3 no conhd o€ tre-conotoni rrroer u,htch t3 prcducb may bc ns€d by oorgs' lfri asurs no [s.ffh, q.9 E?-q-t"qq{B d Fodrrcts d66rbed hd€rn. Mri uAKEs No wARMNnEs ExpREs$ED oR ItttuED, oF ltrRctlArvrABlurY, Flll€ss, prrenr iHlfincrilitn, on ornenvuse rrm-silcri'r{or BE LtABt E FoR spEctAt-It{clDEl{TAL A lD/oR cot{sEQt ExItAL DAMAGES. l,lo stsFililt contaird hsin ihd b6 cdrssud a a rurnErralin s hducgnst to ilfiirE€ o&6m pdenb tr s an €rlh!€nrer of pro<hrcb d epe*ffc mflrrfacturs!. A1r rEsr REpoRia sliAlr Nor BE REpRooucED,g(cEpr rN FUIL wlHdJT rH€ U,R|TTEH nFpnoa- og rrclreniuu recuruolocrEs. i|.rc. - - '
Attached:Flexural Strength Curves
Tensile Strength Curves
Compary:
Lab name:
Opffator ID:
Test date:
Cumes
Carlisle Synrech Inc.
Momentrmr Tednologies Inc.
J.G.Elliott
t0l15t02
MTi Laboratory Seraices
Sample IX l6E2A0dginal tensile strength
Number of specimens: 5
Temperature: 75"F
Humidity: 50Vo
Speed l: 0.20 in/nin Note l: ASTM D-638 Tensile St€neth
Note 2:
Note 3:
Results
1M
'I r0o
Eso
gc0
Frm
2qt
0
T.trrfl.
Sbqlh (F)
M..r lqd
(bf)
Ba!.k
EloDgdorr
(%)
leo<bt,. of
ELltciy
(Fi)
Srcd$
Mod|tr
(FD
Pd!!oal
R,b
tl24.693 90.J3t 33.t13 t3tJ6 3 Baro.TB
2 ltn34 93-00(N.5A 18833.vt5090t7-661
lm.t.aTl 95-294 3Ll t{dtt.7}5 n102351
4 1196.649 91.t 1!42.711 t2,$.4t3p64l6345
lot5-fr)t aLns t9.s2l 13317.99 97t1.455
117) 475 q)J3!33_780 t a70l 5*t r)*r.716
s.D.6.gx 5.O!n t.5ll 7(x-ffi 759L583
r(}'rs It at qt9 m-ffi r2rso-at3l vm.t55
M.fiift rn I l!5.6'19 95.49 1L711 tat3.!.vt5E9wt.6l
P.acc rt6.T,l r332t zlv sgtt. 2 t91l)6 ?1f'
Tenslle sfain (*)
MTi Laboratory Sentices
Carlisle Synech Inc.
Momentum Tecbnologies Inc.
J.G.Elliott
t0/l5t02
Compmy:
lab name:
Operator ID:
Test date:
Curryes
Note l: ASTM D-638 Tensile Str€ngth
Note 2:
Note 3:
Results
Sample IXl6E2A-Aged tensile str€ngth
Number of spocimeos: 5
Temperature: 75"F
Humidity: SoYo
S@ l: 0.20 in/mitr
lzI'
gr@
In 6 #m F..
fr
0
Testod By
T@ilG
$ttrg6 (F)
Ittd lo.d
(Df)
BIE &
EhrBdorr
(%)
Mo&h! d
U-d.il!
(pa)
Sccd nMut
(!.|)
Poi..6l
Pdb
r lzlSlx lot.43I 1A.gAt l7t3/J.21(tau53.g,
2 tt2l.311 .171 25.na t6t47.nvfin.nl
3 tlu.M lm.&a-791 rszL*t11329.558 t lnn.8t 123-060 353)t l49a l -530D45dt.a62
tw?.l4t 9S_68d 25.t4 r6231.U6 Adl/.1A
M6e It5(X6 lm_xl 27.1 r5r3J-.vytant57.75o
s.D_rJ_8!X lLl {-58a 8,t7-883 :rlll.93{
lwLuS 9.i 47t 21.7nt laoa! 5ronfll&t 1rtt
lt23-311 lzi-064 353{t rrtiy}zaM6s1.6v,
R.'EG 3lcn Trrl*9 lo 5la z|8i 6dn055r-9B:l
Irborattrv
Tq|sile sirain (!6)
MTi Laboratory Seruices
Mmentum Technologies Inc.
J.G.Ef,iott
9t27t02
&
30
m
t0
o
ASTM Genoral Comge$lon T€st
zfrt /too
Tn o (se)
Company:
lab name:
Operator ID:
Test date:
Cumes
Name: EX l6E2A-xenon aged
Number of specinens: 5
Teinperature: 75"F
Hwridity:
Speed l:
50Yo
0.ll in/min Note l: ASTM C-2()9 Transverse Sbmgth
Note 2:
Note 3:
Results
o
o-
I
ri-E 5 o
Mrrinrn
Ir.d
GO
E)rl[rirr
I{[l@d
(b)
Fl,!a nr! !
(Pr.l
5.ra 0.8t t25t-76
2 3.,t{0.79 1m7.43
4-4[o79 1337.55
4 +a 0-9t llSr-01
5 1-51 0.96 r16r-93
l.d au n ll9a-3{
s-rr-o6 o_{ll 1t-68
Ilfnim :t t6 o79 lm7 4i
Mrrifttr'l 5t6 o.96 133? Jl
nftc r.7a o_ll 3(n-t ?
,o^rr-E€
Iaboratory Technicim
MTi Laboratory Seruices
Momentum Teohnologies Inc.
J.G.Elliott
7R0/02 Humidity:
Speed l:
Nanre: EXI6E2A
Number of specimens:
T€mp€rature: 75"F
50Vo
0.1 I io/min Noe l: ASTM C-209 Transverse Strength
Note 2:
Note 3:
Results
Company:
lab name:
Operator ID:
Test date:
Curves
r||l
80
m
t0
o
ro,asy-,{€E-
at
li
4 t
o
lv{odmm
Ldd
(D0
Ertl|tai6
It4r lo.d
Cr!)
Fld atr*!
(Pri)
4.51 t-ol llzt.*
4-45 o.90 lt03.N
4.92 0.t6 1220.31 I 5.14 o90 Ittl.?s
4.7!0.tf 1177.?3
t7c o-91 I llo t!
sI).0-28 oof 68 *t
4L.(l an m
I\,ldtuxm 5.11 tol 1211.23 Rd.0-59 o ta t7l l7
ASTM G€n€r.l Co|r|p.s*on T€6{
Iaboraory Tecbnician
IIEil ll:-T.k Testing Serrices
ITS LISTING RIJPORT #3004534
REPORT
OF
IMPACT RESISTANCE
TESTS OF
CELESTIAL ROOFING TILES
FOR
ECOSTAR.INC,
230 CENTER DR, #2OI
VERNON I-TILLS, IL 6006I
BY
INTERTEK TES'I'INC SERVICES NA INC.
843I MURPHY DRIVE
MIDDLETON. WISCONSIN 53J62
TEST DATE: SEPTEMBER 10, 2001
REPORT DATE: SEPTEMBER 10.2001
All services undcrtaken are subject to tlre following general policy: Reports are submitted for the
exclusive use of the clients to whom they are addressed. Their significance is subject to the
adequacy and representative character of the samples and to the comprehensiveness of the tests,
examination or surveys made. No quotations from reports or use of Intertek 'l esting
ServiceVWarnock Herse/s name, logo or mark is permitted except as expressly au&orized by
Intertek Testing Sen'ices in writing.
lnteraek Tesllng Servlces NA tnc.
8131 Murphy Orive, Middteton, W 5356?
Tllsphono 608436-L{t(, Fgx 6@t31-9279 f{,om. Psge rv!! ,v.etbemko.com
o^
1 ..'.-],i.,i:
,i:: ,l :' i
;' I *- "'r i ,.o'li:l
,*e€sr
ff+m odn V
Wbrnock BcE€y rl.,lfEr
r1"S l.tsTlNc REPORT 43004534
MODEI-: CELESTIAL ROOFINC TILES
Cl.lEN'l': ECOSTAR. lNC.
TEST DA'I'li: SEPTEMBER 10.2001
IMpAC I RESISTANCE TEST rULll | 8- 1996
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INTRODUCTION
This report gir,es the results ol'the evalualion of the provided sample (Job #3004534). Thc rcst
results described in this report are linrited to the subnrilted items. On Septenrber 10,2001 Intcrlek
'festing Services conducted tests on Cclcstial Roofing Tilcs at the ITS Middleton, Wisconsin lacilitl,
for Ecostar, Inc. The tests conducted are listed in the procedure section. The samples vr.ere tested
according to UL 2218-l996, "Impact Resistance of Prepared Roof Covering Malerials. All reported
measurements were made with 95% confidence level using a tap€ measure (+l 1/8') and scale (wHI
# 8 +/- 0.l lbs.)
SPECIMEN DESCRIP]]ON
CELESTIAL ROOFNG:
Shingle Type: Injection Molded Polyrner Roofing Tile
Dimensions: l8 inchcs long by l2 inches u'ide by % inch thick-tapercd
Weight per Square: 252 lbs.
Color: Smoke
PROCEDURE
A 3 loot by'3 foot square base franre was constrrrcted, using nominal 2 inch by 4 inch w,ood studs,
with a stud positioned centrally. ftlnning parallel to the edges. The frame was slreathed with l5132
inch A-C Grade plylvood, with the 'A' side facing up. 'fhe rooling material was applied w'ith the
rccomnrended exposure of 6 inches using galvanizcd l-1/2 inch long roofing nails with 3/8 irrch
diameter heads (2 nails per tile). All materials used in construction of the test samples werc stored
at ambient temperahrres of approximately 70 degrees F for 48 hours prior to testing. The test decks
\L'ere then placed on a concrete floor and a 2 inch diameter stainless steel ball, weighing l.l8 lbs..
rvas elevated to 20 feet with an electromagnelic clamp and then released. The ball was dropped twice
on the same irnpact location, and depression measurements and observations were made. 'l'his
procedure was repeated for 6 different impact locations on each test deck. Observations were made
using 5X magnification.
^U
I1'S LISI'ING REPORT #3004534
MODEI-: CELESTIAL ROOFINC TILES
CLIENT: ECOSTAR. tNC.
TEST DATE: SEPTEMBER 10,2001
CONCI.U-SION
The Celestial roofing tiles, as described herein. met the requirements of UL
Resistance of Prepared Roof Covering Material" after testing with a 2.00 inch
foot drop distance.
TMPACT RESTSTANCE ]'t.ts'r #U1.22I8- I9S6
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2218-1996 "lmpact
diameter ball at a 20
RESULTS
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Test Conducted by:
,4 ,.1 J/ // ./7,-.- t.1 l)--/
Russ Burt
Engineering Technician
CELESTIAL ROOFING TILES
Droo Location
Distance Between
Depressions Depth of Dspr€$tioil Observations
Center over
ioint
Less than %"
No Visible
Depression
No evidence of tearing, fracturing. cracking,
splitting, rupture,, crazing, or other evidence of
opening in the roof coverins svstem
Right corner Less than 72"
No Visible
Depression
No evidence of tearing. fracturing, cracking.
splitting, rupture, crazing, or other evidence of
ooenins in the roofcoverins svstem
Edge atjoint Less than l/:"
No Visible
Depression
No evidence of tearing, fracturing. cracking,
splitting, rupture, crazing, or other evidence of
oneninq in the roofcoverinq svstem
Left corner Less than %"
No Visible
Depression
No evidence of tearing. fracturing. cracking.
splitting' rupture. crazing, or other evidence of
ooenins in the roof coverine svstem
Right center
lower edqe
Less than %"
No Visible
Depression
No evidence of tearing, fracturing. cracking,
splitting, rupture, crazing, or other evidence of
ooenine in the roofcoverins svstem
Louer edge
over ioint
Less than %"
No Visible
Depression
No evidence of tearing, fracturing, cracking.
splitting, rupture, crazing, or other evidcnce of
ooenins in the roofcoverins svstem
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lm Turges
Project Manager- Fenestration
ITS LISTING REPORT #3004534
MODEL: CELESTIAL ROOFINO TILES
CLIENT: ECOSTAR lNC.
TEST DATE: SEPTEMBER 10.2001
IMPACT RESISTANCE TEST #VI22I8-1996
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IMPACTLOCATIONS
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H-P ffiOTECH P.@/43
Vail
0r,F68,effi,;,i'
.luh' i3,2004
IJoh Lezier
386 Flauson Ranch Road
Vai!. Colorado 81557 l1z 677
As rquesteil, a rcpresentative of Hepworth-Pawlak Geotechnical' Inc. obs!"'rved I'ltc
excavotion at the subjcct sife on July 12,2004 to evaluate tlrc soils exposai lirr ibundatirrn
supl,ort. The findings of our observations and recommendations for thc fortndation
O"*ign o. presented in this reprlrt. We prcvioNsly conducted a suhsoil study lirr design of
frrundations at the site ancl prcsented our fiDdings in a rcport datcd Octtrber 3i' 2002' lob
No. 102 672. We reported Otu obswvatio[ of ttrc castern two thirds of the excavation in a
lettci to you dated .Iur;re 23, 2004, Job No' 102 672'
At:hc time of ourrtcerrt visit tO the si1e. the castem third ol'thc foundatioa excavation (A
t() c.5 grid lincs and 2.5 to 7 grid lines) was completc and had becn cut ia one main level
frgrrr l2 to l7 fcol below the adjaceut gr6und surfacc' Iflerior footing pads l';iul been
excavated dgwn an arJtlirional I to 2 I'eet' 'l'hc soils exPosed in the botttrrn crf the
excavation consiuted ofrelatively dense, slightly silty sandy gravel wittr cobbles und
snrull boulders. Grouncl water scepage was observcd lreing interceptcd nnd channeled
arr.rr.rnd thc we5t and soUth si{es of tlre €xcavatioll tO the sunrp in tbe southcasl corncl ol
the hrrilcliug arca. 'l'he excavations for the pads and contjnuous footings were dry'
Thc soil conditions exposed in the excavation ars consislent with those preriortsly
c0countered on rhe site ancl srdtable for support of spread ftrotirrgs desigrred for thc
recommended allowable beariug lo"ttut= irl'6.000 psf for lintings at leasl 4 feet wide nnd
4,1100 psl. for nanower frrtrting.. i.nott an4 clishrrbed soils sho'ld be tsm.ved in the
fcriltrng areas to expose tbe ur,-clisturhed uatUral soils. ( )ther tecotrlmendations presented itl
<,u, prcvio,rs rcport which are applirnbte should also 5s sb5elvcd'
'l'lre icCOmrnenrlations submitte<I in tltis letter are hascd or our Observntion o{ (bc soils
cxposed withirr thc founrlation cxcavatron and the prcvious subsurlhcccxplrration at lhc
site. Variations in the subsurlacc contljtions bclow the excavatiorl could incrcsse the risk
('f fountlation nrovcment. We should bc advised of any variatiOtr'c cnc(rrr$tcrcd in thc
excavatiOn contlitioru tbr possible changes to recommendations cotrtained irr this lcttcr'
oui serviccs do rrot inclu6c determining lhc presencc, prevctttiott or possibility of mold or
Parker 301.841.7119 . cok:radrrsprings 7L9.633.5562 I $livcrthorne 970'46U'1989
Observation of Wcstern Third of Excavation. Proposed Tivoii Lodge' 3E6
Hanson Ranch Road. Vail, Colorulo
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GEOTECFI P.g3/93
Boi'. Lazier
.iul', 13.20(M
Parge ?
othsr biological conurlnhuDLs rMoBc) developing itl tirc frrturc. U'tirs clicril is
ccrncerncd about MOBC. tben a pro&ssioual in this qccial iield of practioc should he
consulted.
lf .vou havc aDy questions ot neecl fuitber assistarrce, pleasc call our rrfficc'
Sincerel-v,
H.I..['WORTH " PAWLAK GF,OTCHNICAI.,' NC'
Rov. by:
DEHrksw
oc: Mouroe & Newell Eh-sineols - Attn: Kristerr Fox
Peak Lanrl CoasultanG - Attn: Georgc Mossman
Jctr No. l(tz 672
Daniel E. Harrdin' P.E.
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TOTAL P.O3
39o^ttc<t
TEST, ADJUST AI\ID BAI.AI\ICE ;REPORT
PROJECT
TTVOLI
IIANSON RAhICH RD. ,0!
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PREPAREp FoR \&-^
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TOWN OF VAIL
REPORT ISSUE DATE
3/slzOW
PREPARED BY
H-\tAe
P.O. BOX 5123
VAIL, CO 81658
PHONE: 970-331-1095
FAX: 970-926-9406
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THE DATA PRESENITIT IN If,F REFORT XSAN ETACT RD'OORD OF
SYSTEIf, PENFONMA!{CT ANI' WAS OBIAINET' |N COUPITAI{CT WTIU
NEBB PROCTDI,RAL STANDARDS. ANY VARIAT{CTS TROM THE DESIGN
RIQT'IREMENTS ANtr NOTED THNOUGffOUT TH$ NEP{ORT.
TAE RFITT'LTS SEOWN ANI' INFDRMA'IION ?RESIET{TED IN TEIS
nEpOIfT f$ CnRfrF|En TO BB ACCI rra- "Il ANID OOMPLETF-' TO THE
E,TTENT POSSIBLE BY DQTIIPIilENT AI{I} PROCEDI'NES USED TEROUGH.
OUTTHtrSSI'RVEY.
THE FINAL AIN. IXTTHBUTION SYSTEM MEASI'REMENISI ANE IN
COMPLIANCE wllu NEBB PROCEDIJRAL STANI}AmS FORTET}TING'
AI'JUSfiI{G ANI} BAI,I\NC'ING OT ENVIRONMDTYTAL SYSTEIuS ATTil' TEE
PROJBCT SPECIFICATIOT{S.
CTRTIFIEDBYi n^rn, {qo2
THE FINAL EYI}RONIC I}ISTRIBTIIION SYSTEM IIEASI'REMENTS
AN3 IN COMPIJAT{CE WTIH NEBB PROCDI'TJRAL STANI'ARDS FOR
TESTING, AI'USTING AND BAI,1\NCII{G OF EIiIYTRONIUBNTAL SYSTEMS
AND TED PRO'BCT SPECITICATIONS.
CERTIFIEII BY:
I{-\/AC WARRNATS TIIAT TITE AIR AI{D HYDRONIC SYSTEM
EVALUATED DT.]RING THIS SUR\/EY IS OPERATING AT TI{E SPEiCIFTED LEVELS
AS SHOWN WITTIIN TTIIS REFIOR.T. AT AI{D ONLY AT THIS TIME. I+.VAE
lv{AKES NO OTIIER WARRANIIES, STATED ORIMPIJED, @NCERNING TI{E
CONTII.JED PERFORMA}I@ @ERATIOI\I OR
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