HomeMy WebLinkAboutWEST DAY MARRIOTT (3)I DEPARTMENT oF coMMu*ilourrortrt,TOWN OFVAIL
- 75 S. fRONTAGE ROAD . .,- \_ 'l
vArL, co 81657 \ '
970479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALTCOMMBUILDPERMT PErMit #: BOI-OIII
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSUED
Location.......: MARRIOTT PHASE III Applied. . : 05/0712001
ParcelNo....: 210107207001 Issued...: 06/26/2001
ProjectNo.: Expires...: 12/23/2001
Ol{l[ER HMC ACQUISITION PROPERTIES 105/07/200]- Phone:
C/O MARRIOTT INTERI{ATIONA]-,
ONE II'ARRTOTT DR DEPT 938.01
WASHINGTON DC 20058
License:
CONTRACTOR BEI-,FOR-RMCAT 05/07/200]- Phone: 970-949-9490
5762 I,AMAR STREET
ARVADA, CO
P.O. BOX 1532-VArL, CO 80002
L,icense: 405-B
APPL,ICANT BELFOR-RMCAT 05/07/2007 Phone: 970-949-9490
5762 IAMAR STREET
ARVADA, CO
P.O. BOX 1532-VArr-,, CO 80002
License: 405-B
Desciption:
FIRE RESTORATION TO PHASE III BUILDING
Occupanry: Rl Multi-Family
Type Construction: II - FR
Type Occupanry: ??
Valuation: 0,566,956.00 Add Sq Ft: 780
Fir€plaoe Information: Restricted: # ofGas Appliances: O # ofGas Logs: 0 # of Wood Pellct: 0
t|tt'|i||rl|'..'i|.|t|l***'|.*'..**'t't..t****t****.tt.*.****|||i'.'t'*'l''}FEEsUMMARY**|.*.|.*********
Building-> 933,041.00 Reshraranl Plan Review-> $o.oo Tolal Calculated Fees-> S55.800.55
Plan Check--> $21,4?5 .65 DRB Fee-----------> 95oo . oo Additional Foes-----> 90. 00
Invesligation-> So.OO Rereation Fee-------> 9780.oo Total Perlnil Fee----'> $55.800.65
Will Call-> g3.oo Clean-up Deposit----> 9o.oo Palmert!---------> S55.800.55
TOTAL FDES--> Sss,8o0.6s BAl,t{cE DLiE--> 90.00
Approvals:Itdm: 05100 BUILDING DEPARTMEI{T
O6/L4/2O0L GR:G Action: AP
Item: 05400 PIAIINING DEPARTMENT
It,em: 05600 FIRE DEPARTMEI'IT
O6/25/2O0L Mccee Action: AP CondiEions hawe
been noted by Ehe Fire dept. The fire depe has not
rewiewed noted made by the Building DeparEment. In the
PAGE 2
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CONDITIONS OF APPROVAL
Permit #: B0l-01I I as of 06-26-2001 Status: ISSUED
'i ***'t * * * 't'i ** f** * * * * * **** ***** **'t ** * * i * * * * * t * * ** * i:i* *** * ** * * * * ** * * * * * * *** * * * * * * * * ** * * * {t * * * ***'} * * *'l * * * ** **
Permit Type:
Applicant:
Job Address:
Location:
Parcel No:
ADDiALT COMM BI-]ILD PERMT
BELFOR-RMCAT
970-949-9490
7I5 W LIONSHEAD CR VAIL
MARRIOTT PHASE TII
210t07207001
Description:
FIRE RESTORATION TO PHASE III BUILDING
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORKCAN BE STARTED.
Enfry: 0612512001 By:McGee Action:AP l.
Unfrnished space on plans at FVJ-l l/12 is not
unfinished. Disclose use and submit plan to provide
adequate protection and detection.
2. EIFS shall meet or exceed Factory Mutual approval.
Submit documentation.
3. Acess to Elec room by Stair B shall not be
obstructed by storage in Maids closet.
4. Alcove atJ2/10.25, SheetA2.7, appears toopen
into stairway. Access should be through 6tlr floor
corridor through electrical room.
5. Sheet 2.16 has notes indicating corridor walls are
"close to underside of structure above" vs. "closes
to underside of stnrcture above" on other notes on
the same sheet. Approval is granted under the
condition corridor walls touch the rmderside and
prevent a concealed pleunum, per the agreement to
delete fire spinklers in the ceiling space.
6. Plans show limited fre rated pllrnood on sloped
roof sections. Use of combustible marcrials shall be
strictty limited to approved uses and locations
only
7. Location ofguest room smoke detetcors
shall take into consideration the presence of guest
room fan coils units.
8. Building plans do not reflect the required fire
alarm and detection system, nor the fire sprinkler
system. Shop drawings shall be submitted with a
registered fire protection engineers stamp. Work may
not proceed beyond framing stage without an approved
fire sprinkler plan in place. Entxy: 06125/2001 By: mcgee Action: COND All
Applied: 0510712001
Issued: 0612612001
To Expire: l2l23l20ll
upgrades are due to be compl"t"a Uy f0. noy delay or.. intended"phasing" shouldbedisclosedbefore
issuance of the permit. Phase 2 exterior siding must
be replaced, the entire fire alarm sytem must be
upgraded per the fire protection engineers report,
and conference room fire sprinkler protection must be
addressed.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQLnRED TO CHECK FOR CODE
COMPLTANCE.
Cond: CON0004809
Coordinate with fire deparfinent on alarm systern during
construction. Provide fire sprinkler & alarn system shop
drawings to fire dept. for review & approval. Drawings must
be approved prior to scheduling rougb inspections. Mike
McGee, 479-2135, or Mike Vaughan,479-2252.
Cond: CON0004810
See plan rwiew report & approved construction drawings for
conditions, conections & other important notes.
event there are appar"lorrrricts, the most sttirrgerO
^ shall apply.
06/25/200L mcgee Action: COND Fire Alarm /
Upgrade Rewi ew
1. Storbes must meet, A.DiA.
2. Spacing of st.robe must meet NFPA and manufactures
requirements.
3. Irrere are two strobeE in the NE
conference room.
4. There are no sErobes in the NW conference room.
5. The laundry is not shown.
5. Speakers i-n the stair^tay must be capable of being
silenced seperat,e from the general audio speaker
circuit.s,
7. Some 6moke detectors appear to be in line
lrich the fan coil unit.s in the gruest rooms.
8. A detailed elevator conErol plan must be submitted.
9. The elevator smoke detetora must trip the building
ewacuation system and not.ify the fire department.
10. The new 5 inch riser for the standpipes is required.
Item: 05500 PITBI-,IC WORKS
06/t8/200L Ek Actionr AP
attt'talaaaaaaa'laaaat::ttrrrraraaatat*
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 rwiew approved,
Uniform Building Code and other ordinances of the Town applicable thereto.
RIeI-,'ESTS FOR INSPECTION SHALL BE MADE TWENTY-FOLIR HOURS IN ADVANCE BY TELEPHONE AT 479-213E OR AT OL'R OFFICE FRoM 8:00 AM - 5 PM
send cl€an-up D€pocit To: da
J: ..---":-- c',*s-s:-r-z stFNe,ruRg oF owNER oR coNTRAcToRFoRHMSELF AND owNE
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APPLICATION WILL
TOVNOFVAN
75 S. Frontage Rd.
Vail, Colorado 81657
sJt
NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Project #:
Building Permit #:
97 O -47 9 -2'19 (Inspections)
Separate Permits are required for
CONTRACTOR INFORMA
General Contractor:
9et€-t
Town of Vail Reg. No.:
42{'B
Contact and Phgne #'s:
P^^t H./es ??o 3?a oLB
Contractor Stn ***4
_ 2r///til. 9aruz
COMPTETE VALUATIONS FOR BUILDING PERMfi (LAbOT & MAIE]iAIS
BUILDING: $ 7,|Ll,rft7.ELECTNCAL: $ f3o /b1 OTHER: $ o
PLUMBING: $ b77. ou o MECHANICAL: $ 1. 53Q, o " o rorAl:S l0 t SQt ,QfG
For Parcel # Contact Assessors Office at 970-328-8640 or visit
Patel f, Z to I ol zarl oo I
@pplic-tion will nd be accepted without parcel number)
lobAddress:?lf, r,.r. L1 o*rrrfeeo, Vo,L'o,L il^rr,4 ilo^^A."t P,,,"7
'"t'i,Jr, l4orn-{D?
Phon"tqla 4r6
Phone: rnt w( l^f,
T:y.offy'".':Y ff, fern"*'oJ, fh"* 3 i3rtt&aj' fif3r"o' Pa-la 't-.
WorkClass: New( ) Addition( ) Remodel ( ) Repair(y') Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior ( ) Exterior ( ) Both (
Typeof Bfdg.: Single-family( ) Two-family( ) Multi-family( ) Commercial ( ) Restaurant( ) fther(vJ PlqaU
No. of Accommodation Units in this bullding: /ZNo. of Existing Dwelling Units in this building:
of Fireolaces Existino: Gas Apoliances H3\ Gas
Ooes a fire Sprinkler System Exist: yes (tzJ No ( )Does a Fire Alarm Exist: Yes 1r1 No ( )
***************r!****************r!*****FOR OFFICE USE ONLY**********************************'**Jrr.
F:/everyoneforms/bldgperm
{5s'o ao ."5-MAY CI ? 2001
Questions? Call the Building Team at 479-2325
Project Name:r,-r"tf o*^f^"J e\
ProjectAddress: I tf rr^1, L*^l* *eao Ctrr-.k * Uo,,r-- I 'lo'*.[6
/ This Checklist must be completed before a Building Permit apoliation is
accephd.
/ Rtl pug", of application is complete
{yas DRB approval obtained (if required) Provide a copy of approval form.a6 Condominium Association letter of approval attached if project is a Multi-Family complex
/ Complete site plan submitted
{ puOlirway Permit application included if applicable (refer to Public Works checklist)
cf- Staging plan included ( refer to Public Work checklist) No dumpster.parkinq or material storaqe
allowed on roadwavs and shoulderc without written aoproval
{Std:icottest and results submitted if demolition is occurringo/ Architect stamp and signature (All Commercial and Multi family)
{fultfloor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
o/window and door schedule
{ f uttstructural plans, including design criteria (ie.loads)
t'- Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
{s{jrlt Report must be submitted prior to footing inspection
5 fire resistive assemblies specified and penetrations indicated
s/ Smoke detectors shown on plans
{types and quantity of fireplaces shown
./
Appricanfssisnature:7a ' (/4 E€trorL
Date of submattal: (-1- ol
^rL
Department of Community Development
F:/everyone/forms/bldperm2
Received By:
/-:\ -
^{.<J'p-'*^f+/oJ
TONIMVM,TY
HOW DID WE RATE WTH YOU?
Town of Vail$rvey
Community Darelopment Deprtnent Russell Fonrst Direcbr,
(970)479-2r3s
Check alf that applies.
1. Which 0eparfnen(s) did you contact
Building _ Environnentsl_ Housing_ Admin
Planning . _DRB_PECI ri 2. Wasyourinilidconhctwithoursffiimmedide_slow_or
no one avdlable__ _?
3. lf you were required to wait, horrrr long was it before you were
heloed?
4. Was your project revbved on a timely basis? Yes / No
lf no, why no(?
5. Was ilris yourfirstlimeb fle a DRB app- PEC +p_
Bldg Permit_ t',|/A
6. Please rate fte performance of tre staffpenon who assisbd you:51321Narre:
(knowledge; responsiveness, availability)
7. Overall efiec{veness of fie Front Service Counter. 5 4 3 2 I
8. What is the best lime of day fur you b use he Front Service
Counter?
9. Any commenb you have which rrpuld dlow us to better serve you
ne,rttime?
Thank you for taking the fme h complete this survey. We are
committed b improving our seryice.
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Enginee/s (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, 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 sUll 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:Ber r-R
Br t roE
oare: e--J-Al
F:everyone/forms/bldperm3
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19-Brds.Permit#'E n I'I f
o
II
il
Parcel #:
T.I I L]rTTi.L-JI
-IIT
TOWNOFVAIL
1.Job Name
Excavating Conlraclor Name
Streel Address n n i l - f--l (ltunknowncall
LJ L_t L__-i r r 479-2139 exl.o2.Maillng Address TOV Contractor's License Number REQUIRED
Phone #ApCity
4.
Slart Date
Work is for (circle on€)
Other
Cornpletlon Dale
Water Sewer Gas Electric
(Permit Expiralion Dat€)
Telephone CATV Landscaping Temp. Site Access
5.Trench-width
(min.4')
Bond Amount $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
Rubber out-riggers are required on
Asohalt surfaces underneath lhe
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to process.
Depth
TotalsF $
Total LF $
Permit Fee Total Permit Fee $
Public Service Natural Gas Group (1-800-922-1987)
Public Service Company (1
U.S. West (1 -800-922-1987)
TCI Cablevision of the Rockies (1-800-922-1987)
Eagle River Water & Sanitation District (970-476-7480, eld. 114)
Holy Cross Electric Company (1-800-922-1987)
Town ol Vail Electricians (970479-2158)
Town of Vail Inigation (970-479-2158)
Town of Vail Public Works Construction Inspector (970-479'2198l.
9. THERE W|LL BE NO TOTAL STREET CLOSURES! A conslruction traffic control plan must be approved by the
Public Works Department prior to issuance of lhe permit. ir
10. All excavation must be done by hand within 18" of utilities - (Senate Bill 172).
1 1 . pennittee must contact Publlc Works Dooartment at 47$2198 24 houtB grior to commencing of work. Failure to notify
the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection lee.
12. I certity that l have read all chapters of Title 8 - Public Ways and Property, ot the Vail Municipal Code and all utility
company agre6ments, signed by me, and will abide by the same, and that all utilities have been notified as required.
ATTACH PLAN OF WORK, INCLUDING CONSTFUCTION TRAFFIC CONTROL PLAN
show streers with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
Whit€ - Public Works
Yellow - Contractor
MWNAF
DRAINAGE AND CUTVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
d The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
M The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
/ Also, the Town of Vail Public Works Department will be approving all final drainage
and culvet installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certiflcate of Occupancv issuance.
.12 r
Agreed to by: K",t fl, lA
Project Name:
Date Signed:
Print Name
naru
F :/everyone/forms/bldperm6
lret o.f
MATERIAL STORAGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEFOSITSON PUBIICWAYS PROHIBITED
o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
o Notice; Abatement: The Director of Public Works may notiff and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, . debris or any other material to be removed
from any street or alley at the expense of the notified.
a Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
o Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODEST-3A-1 AND 7-3A.3: PARKING OBSTRUCTINGTRAFFIC&IMPOUNDMENTAUTHORIZED
D No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) 5 1)
o Whenever any police officer finds a vehicle attended or unattended, standing upon any poftion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundrnent charge. (Ord. 2(1968) $ 3: Ord. 28(1981) 5 1)
I have read.and will comply with the above code provisions:
Print Name
Position or Relationship to Proiect:
Date Signed:
F :/evervone/formVbldoermT
Signature
2001 F|RE RESIS'
w Sbrp.d
Colsdrn
Min Coludn
Si'!
W4xl3
W5x155
w1&49
1.112 2-!t47-118 r-718
,w3
Total dddqless 0rL)7-u2 2-rl4 B
Com.r hil. For V iou. Rrtint
1H' ffi 3H'
c
B c
I
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518
CORI{€R DETAILS OF WALLBOARD
suppoRT systEIs wtTtiout sTEEL cov€Rs
l. Steel Column- Min sizes of W-shaped and tubular steel columns
whidr appear in the AISC Steel Corsiruction Manual as shown underItemz'^
2. Gypsuar Board'- For 1 Hr rating, any 5/8 in or 1/2 in. thick qtD-
sum wallboard Classified for use ii firq resistance assemblies. Foi'/ Hr
and 3 Hr ratings, any 5/8 in or 1/2 in. thick s!.psum wajlboard Classi-
fied for use in other 2 Ht 3 Hr or 4 lfu Coluniir besiens. Min total
thickness oflayers in inches for the various ratings aid min column
$zes arje as touows:
ffi;:f:
Applied in layers as noted in the above illustrations. Boards are to be applied
vditicallv without horizontal joints.
See G#eum Board (CKNX) category fo! names of manufacturers.
2A. Gwsun Board'- As an alternate to Item 2- 3/4 in. thick gypsum
uull'tUoand. For 2 LIr ratinq, 1-1i 2 in. total thickness, installed in accor-
dance with comer detail B. For 3 tL rating, 2-l /4 in. total thickness
installed in accordance with comer detail C. Boards are to be aPPIied
Tube Shaped cglumns
verticallv without horizonlal ioints
CANADIAN GYPSUM COMPANY _T1PC IP-X3, ULTRACODE
IILIRACODE SFIX or ULIRACODE WRX.
UNITED STAIES GYPSUM CO -Type IP-x3, ULTTACODE,
LJLTRACODE SFD( or IJLTMCODE WRX
YESO PANAMERICANO S A DE C v -Tvpe IP-X3, UL[M-
CODE. WIRACODE SFX{ or LTLTRACODE WRX'
3. Steel Stud- 1-5/8 in. wide with 1-5/16 and 1"7116|n.' legs having a
1/4- in. folded flange, fabricated from No. 25 MSG Salv steel. Length to
b€ 1/2 in. less than-the assembly height.
3A. As en altemat€ lo ltem 3 Steel ?ramlng Members'- gdv' steel.diPs^
soaced 4 ft OC n 1'114 in- fmm top and bottem of column' A No 28
MSG galv steel suPPort angle with.l:l /4,in. length shall be placed over
clips ind secured in'ith sse-ws attaching the wallboard. The anglelut I
in. less than assembly height splices in angle to occrr over clrPs lhe
clips for use with wide flange tolunns only.' COLUMN & EEAM NC -TyP€s CB, CBlClips'
4. Corner Beads- No. 28 MSG galv sleel, 1-1/4 in legs to b€ attached
to the wallboard with No. 5 byl in. ss€ws spaced 12 in' OC max'
5. Tie Wire - No. 18 SWG steel wte sPac€d 24 in OC used with second
laver of wallboard.
e. S6rews - For attaching fint layer of wallboard to steel studs, and
third laver of wallboard to 2 h. by 2 in. steel angle (25 Ga) to be No. 6
bv 1 in.'(or L-Lt4 n for 314 in tliick wallboard) Phillips head seU'
a'rittine. 'seU+apping double lead screws spaced 24 in. OC For attaching
secon{lavet ol in"llboard to steel studs and fourth layer of wallboard
io C i". U'i 2 in. steel ansle (25 Ga) to be No. 6 by 1-3/4 in. (or 2'114 in
Ior 3/4 ni. thick wallboird) steel screws of the same tyPe sPac€d 12 in'
OC For attachine third lavlr of wallboard to steel studs to be No 8 by
2-114 in. screws-of the saine tvpe spaced 12 in. OC
7. Finishins System - (Not Sh6ivn) - foint compound applied over
comer bdd! to a thickness of 1/ 16 in.
'Bearing the UL Classification Mark
wL-cfiL
Town of Vail
OFFIGE COPY
IARK ON PFODUCT
Fire Resistance Ratings - ANSI/UL 263 @KJY\-Continued
o 2001 FrRE RESTSTANCE DtHEcroHl
254 FIRE BESTSTANCE DTRECTORY (BXRH)
t5- t/4"
RestffiE?l-Asaembly Rating
Unreslrained Asrembly Rating
1. Normal-Weight Concrete - Carbonate or siliceous aggegate, 149 + or
- 3 pd unit weisht, 3500 Dsi comDressive strencth.
2. Meial Lath - i/e in. rlU,.l.n lb/sq yd expand"ed sreel; ried ro each
joist at every other rib and midwai Setwe'en ioists at side laps with 18
SWG galv steel wire. As an altemite, the fonir material for the concrete
may be corrugated steel deck (unclassified), 9 / 15 in. deep of 28 MSG(min) galv steel, welded to supports 15 in. O.C. with we[dinc washers.
The concrete thickness shall ii measured to the roD plane of"the steel
deck. Or, Classified Steel Floor md Fomr Units * -i Noncomposite,
19/32 in. deep, 30, 35 or 36 in. wide, galv steel units. Min sau^se is 28
MSG. Welded to supports 15 in. O.C -with weldine washeri, Ttre con-
crete thickness shaf 6e measured to the top plane"of the steel deck.
WLCRAFT, DIV OF ,
- _ - NUCOR CORP --Iype 0.6C.
3. Steel Joists - Type 12f3 bi l0Kl, min size; spaced 24 in. O.C., welded
to erd supports. Bridgrng provided by 1/2 itL diam steel bars weldedto md supports.
to top and botto
provided bv 1/2 in diam steel bars welded
of eadr joisi.to top and bottom chdrdi of eadr ioisi.
Furring Cha-nnel --M. 25 MSG -!alv ste_el, 2-3l8 in. wide by 7/8 in.Furdng Channel - No. 25 MSG galv steel, 2-318
deep, spaced 24 in. O.C., excegt lZ in. O.C. at end
secrired to each ioist with a d6uble strand of 18 51
deep, spaced 24 in. O.C., except 12 in. O.C. at end ioints noted below
secured to each ioist with a dduble strand of 18 SWG salv steel wir€.
Adioining lmgths of drannels lapoed 2 ft, 5 ur. and tie-d tosether at
both endi with a double strand 6i tle wire.
5. Gypsum Board* - 5/8 in. thick, aitacJred with the lons dimension at
right angles to the furring drarurels. Wallboard at end io-ints secured ro
an additional furring channel win-tied to the iorss ani placed over the
ioint and extmding -a min of 5 in. bevond the ioint at either end. Where
wallboard is otherlhan ,l{l in. wide, ihe lensth of the additional chan-
nel at end ioint may reguire modfication, S that r"ire he occurs not
less than 6 in, from channel end. Joint tseatment not rcqu[ed for thN
rating, except for tapered rounded+dge wallboard wheie edge joints
arc covercd wrth paper tape and ioint clmDound. As an altemate. nom
3/32 in. th.ick gypiuur veieer plalter mav be applied ro the enrire sur-
face.of Classifiiii' veneer basebbard, Iointi relnfo'rced.
AMERICAN GYPSUM CO -Tvpe AGC.
BPB AMERICA INC
BPB CELOTEX -Tvpe C, FRP or SF3.
CONTINENTAL GYPSUM COMPANY -Types. CG-3, CG3-3,
ccs-s, cc-c, ccTC{.
GP GYPSUM CORP, SUB OF
GEORGIA-PACIFIC CORP -Types 5, C.
JAMES HARDIE GYPSUM INC -Types Fire X, Max"C" .
t,(
'FIRE RESISTANCE DIBECTORY
lrre Keslstance Katrngs - ANSI/ UL ZbJ (U,xU V )-Con tinued j.
LAFARGE GYPSUM, DIV OF JL4!!!9qcqII-:Jy_p:s-LcFc3,LG!c-c,LGFc-c/A. INATIONAL GYPSUM CO -Types FSW-C, FSW-G. :i
PABCO GYPSUM, DIV OF .I
PACIFTC COAST BUILDING PRODUCTS INC -Type C, pcl l' orlff.
'4REPUBLIC GYPSUM CO -Type RG-1, RG-3 or RG-C. ,j
STANDARD GYPSUM L L C-Tvpe SG-C. i i
TEMPLE-INLAND FOREST PRODUCTS COR.P -Types T, '
i
6. w"rlb"J:,TjnT'nllfi,nu,,o, uathead, setr-rappins rh*r-."tuP j
type screwt I in. Iong, spaced 1/2 in. from edges airit 1I in. OC. I
Sc'rews shall be drivei no farther than slightly indented {not deeper .i
than 1i 64 in.) into the surface o{ the waliboaid.'B;"g ih" Ui'ai".ri6.ution Mark .]
WL-oLTL{ Town ol Vall
OFFIEI: f,OPY
LOOK FOR THE UL MARK ON PROOUCT
Town of vai1, Colorado
Building Safety & Inspection Services
75 South Frontage Road
vai1, Colorado 81657(970) 479-232L FAx (970) 479-2452
Plan analysis based on
the l-997 Uniform Buildinq Code
Project Number: B0l--0Ll-1 Date: June 18, 200L
Proj ect Name: Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
Contractor: Bel- f or
Occupancy: R1, 52 Designer: Gwathmey, Pralt, Schul
Construction3 II -FR Engineer: ,.fVA, Inc.
Report By: Gary Goodell
NOTE: The code items lj.sLed in this report are not intended to be a
complete listing of all possible code requirements in the 1997 UBC.
It is a guide Co selected sections of the code.
Report created usj.ng'Plan Analyst software by b w & a. (7L9) 599-5622
Portions of the material contained in this proqram are reproduced
from the Uniform Building Code with the permission of theTnternational Conference of Building Officials.
NFPA 13 sprinkler system Chroughout the building
Sprj-nkler system used for allowable area increase -- Sec. 505.3
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECT]ON
NORTH Publi-c way 20.0 Feet 20.0 Feet
EAST Separation wall 0.0 Feet 0.0 FeeL
SOUTH Property line 100. 0 Feet 100.0 FeetWEST Building 40.0 Feet 20.0 Feet
A1lowable area increased 25.% for oDen area on 2 sides.
- - Sec. 505 . 1-
(R[oL-cIs+'bcL-oLlL
Town of Vall
OFFICE GIPY
Paqe # 2
Code review for:
Project Id.: Marriobt Phase III Fire Restoration
Address: 715 West Lionshead Circle
FI,NAME OCC I.IA:K FLR AREA ALI.,OWED RATIO STATUS
7 Hotel Rooms
7 Corridors, ELc.
7 Storage
rOTAL FOR FLOOR
5 Hotel Rooms
5 Seorage
5 Corridors, Etc,
TOTAL FOR FLOOR
5 Hotel Rooms
5 Corridors, Etc,
rOTAL FOR FLOOR
4 Hotel Rooms
4 Corridors, Etc.
TOTAL FOR FLOOR
3 Hotel Rooms
3 Corridors, Etc.
TOTAL FOR FI,,OOR
2 Hotel Rooms
2 Accessory Areas
392L Lr2t251708 Lt2t25320 tt2r255949 Lt2t259050 tL2t25204 IL2I252082 Lt212s
11335 L]-2rzs95L0 LL2t25956 LI2L25
10466 tt2t259510 Lt2t25955 tt2t25
L0455 tL2t259510 1L2I25956 tL2t25
10456 LL2t255988 Lt2t253575 LL2I259563 tL2t25425 1,L21,255395 tL2r251936 LL2t2s7756 tL2t25
66002 149500
used for minor
allowed area in
RL
RL
tz
RL
s2
RL
R1
RL
RL
Rl-
R1
RL
Rl-
RL
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
n n?
v.uz
0.0
U. U)
0.08
0.0
0.1
0.08
0. 09
0.08
0 .01
0.09
0.08
0.01
0. 09
0. 05
0.03
0. 09
0.0
U. Uf,
0.02
0.07
0 .44
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
TOTAL FOR FLOOR
1 Unfinished Space 52
1 Hotel Rooms Rl-
1 Corridors, ELc, Rl
TOTAL FOR FI,OOR
BUILDING TOTAI.,,-- Sec. 504 and Table 5-B
The allowed area for the major use
NOTE: Accessory area cannot exceed-- Sec. 504,3 exc. 1
The accual height of this building is
The maximum height of the buj.lding is
L05.5 feet.
160. feet. -- Table 5-B
wag
the
accessory areas.
Table 5-8.
Page # 3
Code review for:
Project Id,: Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 5-A
NOR?H
For Bearing Non-Bearing Opening Construction
Occupancy wall- wal] Protection MaterialR1 2 hour t hour None Non-Comb
32 2 hour l- hour None Non-Comb
EAST
AREA SEPARATION WALL - See reguirements listed later
SOUTH
For Bearing Non-Bearing Openinq ConsCruction
Occupancy Wall wa1l Protection Material
RL 2 hour 0 hour None Non-Comb
32 2 hour 0 hour None Non-Comb
WEST
For Bearing Non-Bearing Opening Construction
Occupancy Wal1 Wall Protection Material
R1 2 hour t hour None Non-Codb
32 2 hour t hour None Non-Comb
D.a rarra F
Required
No
No
in this report..
Parapet
Reguired
No
NO
Parapet
Reguired
NO
No
None -- No fire protection requirements for openings.
3/4 hour -- openings are to be protected with 3/4 hr fire assemblies.
50% of the area of the wall maximum. -- Table 5-A,
Footnote 5 & Sec. 503.2.2
Maximum single window size is 84 sq.ft. with no dimension
great.er than 12 feet. -- Sec. 713.8
Not Allowed -- Openings are noL perrnitted in this wall.
Page # 4
Code review for:
Proj ect Id.: Marriott Phase IIf Fire Restoration
Address: 715 West Lionshead Circle
OTHER BUILD]NG ELEMENTS TAble 5-A
ELEMENT MATERIAL RATING NOTES
Interior Bearing wall Noncombustible 2 hr
Interior nonbrg wall Noncombustibfe t hr See Footnote #7
Structural Frame Noncombustible 2 hr
Exterior St.ruct Frame Noncornbustible 2 hr See footnote #1-
Shaft Enclosure Noncombustible 2 hr
Floor,/Ceiling Assembly Noncornbustible 2 hr
Roof/Ceiling Assembly Noncombustible l- hr See Footnote #8Stairs Noncombustible None See Footnote #L4
NOTE: See Section 711 for shaft enclosure exceptions.
FOOTNOTES:
1) Elements in an exterior wa1l located where openings are not permiE.ted
or where protection of openings is required, shal1 be proEecEed
against external fire exposure as required for exterior bearing walls
or the sCructural frame, whichever is g,reater. -- Table 6-A, footnote 14) Fire-retardant treated wood may be used hrithin interior non-bearing
t hr. wall assemblies. -- Table 6-A, footnoLe 2
5) Nonload - bearing' walls within a tenant space that are not parL of at hr. corridor may be of:
a) Noncombustible (nonrated) materials
b) Fire retardant - treated wood
c) One-hour construction (any material) -- Sec. 60L.5.2.L
7) Nonload-bearing walls within a dwelling unit that are not part of a
corridor may be of:
a) Noncombustible (nonrated) materials
b) Fire retardant - treated wood
c) Combustj,ble framing wich noncombustible covering in
Tlpe III and V construction -- Sec. 50L.5.2.2
8) If the entire roof structure is 25 feet or more above any f1oor,
the fire rating may be allowed to be eliminaLed. See limitations and
requirements. - - Sec, 503 .5 & 602,5
t4l Finish rnaterial on sbairs to be hard noncombustible materials,
- - sec. 503 .4Exception: Stairs Ehat are not required to be in an enclosure.
Page # 5
Code review for:
Project Id.: Marriott Phase III Fire Restoration
Address: 71"5 West Lionshead Ci-rcle
PENETRATTONS OF FIRERESISTIVE ASSEMBLIES
WALLS ASSEMBLIES -- Sec. 709.6
Through penetrations 3
1) Penetrations sha1l be installed as tested in the rated assembly.
- - Sec. 709.5.2
2l Penetratj-ons sha1l be protected by an approved penetration
firestop system and shall have an F rating of not less than the
required rating of the wal1 penetraLed. -- Sec. 709.5.3' Exception: When peneErating items are steel , ferrous or copperpipes or steel conduits and the wall i.s concrete or
masonry, the annular space shall be permitted to begrout or mortar. The minimum Ehickness is the
Ehickness reguired to maintain the fire rating. The
maximum size of the penetrating items is equivalent
to a 6-inch diameter and the opening is a maximum of
144 square inches. -- Sec.709.6.1
Membrane penetrations :
The requirements are the same as for through penetrations.
- - Sec. 709.7
Exceptions:
1- Steel electrical outlet boxes that do not exceed 16 square
inches provided that the area of such openLngs does not exceed
100 square inctres for any 100 square feet of wal1 area.
Boxes on opposite sides of the assembly shall be
separated by a horizontal distance of not less Lhan 24
i-nches.
2. Sprinklers wj-th metal escutcheon plates.
Noncombustible penet.rating items shall not be connected to
combusti-bl-e materials on both sides of the membrane unless it can
be confirmed. that t.he fire-resistive inteqriLy of wa1l is
maintained. -- Sec. 709.7
Page # 6
Code review for:
Project Id.: Marriott Phase III Fire Restoration
Address: 7l-5 West Lionshead Circle
FLOOR,iCEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 710.2
'Th rrrr r rvh h6hl-''rFi.\Fa.
Through penetrations of fire-resistive horizont.al assemblies shall
be enclosed in f ire-resistive shaf t enclosures. - - Sec. 7'J,0.2.!
E'\...6n|-i.\rrc .
1. When penetrating items are steel, ferrous or copper conduits,pipes, tubes and vent.s through a single concrete f1oor, the
annular space shall be permitted to be grout or mortar.
The minimum thickness is the thickness required to maintain
the fire rating. The maximum size of the penetrating items isequivalent to a 5-inch dj.ameter and the opening j.s a maximum
of 144 square inches.
2. Electrical outlet boxes that have been tested for use i_n
fire-assemblies,
The system shall have an F rating and a T rating of not less than
one hour but not less than the required rating of the floor system.-- Sec. 7t0.2.3
Exception: Floor penetrations contained and located within thecavity of a wall do not require a T rating.
Membrane penetrations :
The requirements are the same as for through penetratj.ons.
-- e6^ ?1n ?
Exceptions:
l-, When penetrating items are steel , ferrous or copper
conduj-ts, electrical- outlet boxes, pipes, tubes and vents
through concrete or masonry and the annular space isprotected by an approved penetration firestop assembly orprotected to prevent the free passage of flame andproducts of comlcustion, Such penetrations shall not
exceed an aggreqaEe area of 100 square inches in any L00
square feet of ceiling area in assemblies without
penetratr-ons.
2. Electrical outlet boxes that have been tested for use in
fire-assemblies.
3. Sprinklers with metal escutcheon plates.
Fire-resistive roofs may trave unprotectsed openings. -- Sec. 7LO.4
Page # 7
Code revi.ew for:
Project Id.: Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
SMOKE and FIRE DAMPERS -- Sec. 7L3.10 and 713.L1,
Dampers shal1 be accessible for J-nspection and servicing:
l-. Penetrations through area separation hralls.
Penetrations through occupancy separalions.
2. Penetrations of the fire-resistive construction of horizontal
exit walls or corrj-dors serving' as a means of eqress.
Exception: Openings for steel ducts penetrating Lhe required
fire-resistive construction of corridors are not
required to have smoke dampers when such ducts
are of not less than 0.019-inch thickness
(26 qaqe) and have no openings servinq the
corridor.
3. Penetrations of shaft enclosures.
Exceptions:
1. Duct penetrations by steel exhaus t air subducts
extending vertically upward at least 22 j-nches above
the top of the opening in a vented shaft where the
airflow is upward.
2. Penetrabions of a fire-resistive floor forming the
base of a shafL enclosure may be protected by fire
dampers listed for insEallation in the horizontal
posi tion.
3. Smoke darnpers are not required when shafts is exhaust
only, and is used for continuously operating fans.
4. Penetrations of the ceiling of fire-resistive floor-ceiling
or roof -ceiling assemblies.
Exception: Smoke darnpers are not required.
5. Penetrations of an atrium enclosure element,
Exception: Smoke dampers are not reguired,
6. Penetrations of exterj-or walls where protection of openings
is required.
Exception: Smoke dampers are not required.
7. PenetraLi-ons of areas of refuge.
Exception: Ventilation system designed to supply outside
a].r durr-ng an emergency.
8. Smoke darnpers are required in smoke barriers and elevator
lobbies.
OCCUPANCY SEPARATIONS -- Table 3-B
RL - S2 thr
Page # 8
Code review for:
Project Id.: Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
HEATING EQUIPMENT SEPARATTON:
FOR R1 OCCUPANCY:
A L hr. occupancy separation is required around rooms containing aboiler or central heating unit serving more than one uni!.
- - Sec, 302 .5 exc. 2
FOR 52 OCCUPANCY:
A t hr. occupancy separation is required around rooms containing a
boiler or central heating unit qreater than 400,000 BTU input.-- Sec. 302.5
ADDITIONAL SEPARATIONS :
A ref rigieration machinery room sha1l be separated from the remaj-nd.erof the building as required for an H7 occupancy regardless of area. Ahorizontal occupancy separation may be linited to the actual floor
area of the machinery room, Structural supporting elements shall beprotected for the tlpe of construction on1y. - - Sec. 2802
A 4 hour separation is required from an Rl- occupancy. -- Tab1e 3-B
FOR R1 OCCUPANCY:
A t hr. occupancy separation is required around common storage and
laundry rooms. -- Sec. 3L0.2.2
A t hr. fire separation is required between dwelling units.
- - Sec. 31,0 .2 -2
EXIT REQUTREMENTS:
FL NAME NIIMB MIN MIN PANIC HALLWAY,/ DOOR NOTES
OCC EXITS WIDTH HDWR CORRIDOR SWING
7 Hotel Rooms
7 Storage
6 Hotel Rooms
A C Fl.\rad6vvev-grre
TOTAL
5 Hotel Rooms
7 Corridors, Etc. AC9 l- 1.8 No Hallwav N/R L1
20 2 4.0 No Corridor N,/R 20 t-L 18
ACL L 0.2 No Hallway N/R 1120 2 6.0 No Corri.dor N/R 17
45 2 9.0 No Corridor N/R 20 Ll 18AC1 1, 0 -2 No Hallway N/R t-t-6 Corridors, Etc. AC10 2 2.0 No Corridor N/R 20 ]-L 18
45 2 I3.5 No corridor N/R 77
48 2 9.5 No Corridor N/R 20 11 l_85 Corridors, Etc. 5 l- 1.0 No Hallway N/R 1l_
TOTAL 53 2 1,5.9 No Corridor Out L7
4 Hotel Rooms 48 2 9.6 No corridor N/R 20 L1 L8
4 Corrj.dors, Etc. AC10 I 2.0 No Corridor N/R 20 tI
TOTAL 48 2 1,5.9 No Corridor N./R 17
Paqe # 9
Code review for:
Proj ect Id.: Marrj-ott Phase III Fire Restoration
Address: 715 West Lionshead Circle
3 Hotel Rooms 48 2 9.6 No Corri.dor w/n 20 L1 18
3 Corridors, Etc. AC5 l- 1.0 No Hallway N/R L1
TOTAL 48 2 1-5 -9 No Corridor N/R I7
2 Hotel Rooms 30 2 6 -0 No Corridor N/R 20 11 LB
2 Accessory Areas AC18 2 3-6 No Corridor N/R 20 11 LB
TOTAL 30 2 15.9 No Corridor N/R L7
L Unfinished Space ACI- 7 0.2 No Hallway N/R 11-
l- Hotel Rooms 27 2 5.4 No Corridor N/R 20 1l- 1-81- Corridors, Et.c. ACI-0 2 2.0 No Corri.dor N/R 20 L1 18
TOTAL 27 2 L0 -6 No Corridor N,/R t7
NOTE: Areas with 'AC' before the number of occupants area is being
treated as an accessory for occupant 1oads.-- Sec. 1003.2.2.2.1, Exception
Ha1lways shal1 be considered. as interveninq rooms for exit-access designpurposes. -- Sec. i-004.3.3,1-
Walls and ceilings of hallways are not required to be fire-resistiveunless they are required to be fire-resistive based construction tlpe.-- Sec. L004.3.3.3
There is no restriction as to the amount and b]4)e of openings unlessprotection of openings is required by some other code provision.-- Sec. l-004.3.3.4
Elevator lobbies are not required. -- Sec. 1004.3.3.5In areas where 2 exits are required, the minimum separation is L/2 of
the maximum diagonal of the area or floor. -- Sec. 1004.2.4
When 2 exits are required, exits must be arranged so thaL it is possible
to go in either direction from any point in a corridor or hallway Co a
separate exit, except for dead ends not exceeding 20 feet in length.-- Sec. 1004.2.6
Page # J.0
Code review for:
Proj ect Id.: Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
Exit si-gns 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 identifiableas exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1
Door swi-ng is based on Sec. 1003.3.L.5 except as noted.
Occupant load factor is based on Table L0-A.
Number of exits is based on Table 10-A except as noted.
Exit width is in inches and based on Sec. l-003.2.3 and Table L0-B
Exit width is to be divided approximately equally among exits.
- - Sec. i-003 .2.3 .2
Width shown for all areas is based on other egress components.
Width shown for 1st floor is based on other egress components.width shown for other floors & basements is based on stairways.-- Table 10-B
NOTE: When the occupant load on an upper floor is greaLer t.han the
f loor(s) below, minimum exiting requj-rements are maintaj.ned.
- - sec. 1003 .2.3 -3For the minimum width of doors, see Sec. l-003.3.1-.3
For the minimum width of ha1lways, see Sec. 1004.3.3.2
For the mini.mum width of corridors, see Sec. 1004.3.4.2
For the minimum width of stairways, see Sec, 1003,3.3.2
FOOTNOTES:
11) Corridors within an office space with an occupant. load of 100 or less
are not required Lo be rated, -- Sec. L004.3.4.3, Exception 5
17) The requirement for Ehis hal lway/corridor to be a corridor is based
on the hallway in a portion of this area being an i.ntervenj-ng room.
- - Sec. 1004.2.2 &. 1004.3.3.1
18) The requirement for this hal lway/corridor to be a corridor is based
on this area requiring more than one exit. -- Sec, L004.2.2, Exception 2
NOTE: One exi! 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.
20) The requirement for this hal lway/corridor to be a corridor is based
on thj-s area having an occupant load of 10 or more. -- Sec. l-007.5.L
FLUSH AND SURFACE BOLTS:
Manually operated edge- or surface-mounted flush bolts and surface
bolts or any other tl@e of device that may be used to close or
restrain the the door other than by operation of the locking device
shall not be used. When automatic flush bolts are used, the door
leaf having the auLomatic flush bolt sha1I not have a door knob or
surface-mounted hardware, The unlatchj.ng of any l-eaf sha1l not
require more than one operation. -- Sec. 1003.3.1.8
Paqe # l-1
Code review for:
Project Id.: Marriott Phase III Fire Restoration
Address: 715 WesL Lionshead Circle
LOCKS AND LATCHES:
Regardless of the occupant load served, exit doors shalI be openable
from the inside without the use of a key or any special knowledge or
effort. -- Sec. 1003.3.L.8
STAIR NOTES:
Public stairways:
1) The rise of steps shall not be less than 4 inches or greater than 7
inches. The mi-ni.mum run is 11- inches. The maximum variation is 3/8
inch in a flight of stairs. - - Sec. L003.3 .3.3
2) The minimum width of a stairway is 35 inches, 44 inches if the
occupant load is greater Ehan 49. -- Sec. 1003.3.3.2
Also see exj.t table above to see if minimum width is grreater than
44 inches.
3) Provide a handrail on both sides of stairway 34 to 38 inches above the
nosing. May be on one side of stairways less than 44 inches wide.-- Sec. 1003.3.3.5, Exception 1
4) Provide a gruard rail where drop off is greaEer than 30 inches.-- Sec. 509.1
5) The minimum height is 42 inches. -- Sec. 509.2
6) Open gmardrails sha1l have intermediate rails or ornamenEal patLern
such that a sphere 4 inches in diameter cannot pass through.-- Sec, 509.3 The trianqular openingr formed at the riser, tread andguardrail may be 6 inches. -- 509.3, Exception 2
7) The rninimum headroom is 5 ft.- I inches. Suctr clearance shaI1 be
measured vertically from a plane paral1el and tangenb to Ehe stairway
tread nosing to the soffit above at all poinls. -- Sec. 1003.3.3.4
8) Enclosed usable space under the stairs is required to be protected
as required for t hr. fire-resistive construction. -- Sec. l-003.3.3.9
Page # 12
Code review for:
Proj ect Id. r Marriott Phase III Fire RestoraLion
Address: 7l-5 West Lionshead Circle
Stairways are reguired to be in exit enclosures. -- Sec. 1005.3.3.1
1) The wa1ls of the enclosure are required to be 2 hr fire assemblies.-- Sec. l-005.3.3.2
2) The openings into the exit enclosure are required to be t t/2 }f,otr
assemblies. Note: Openings into enclosure are limited to Lhose
necessary for egress normally occupied spaces. Doors sha1I be
rnaintained self -closing or sha11 be automat.ic closing by actuation
of a srnoke detector. -- Sec. 1005.3.3.5
3) A connection to the exterior is required with the same fire
protection as the exit enclosure. -- Sec. 1005.3.3.3
4) The space under the stairs (enclosed or not) may not be used for anypurpose. -- Sec. l-005.3.3.5
5) Approved stairway identification signs sha1l be locaLed at each floor
leve1 in all enclosed stairways in buildings four or more storj-es in
hei oht . -- sFc. 1-0033.3.13
6) At least one stairway is required to extend to the roof unless the roof
slope is greater than 4:12. -- Sec. L003.3,3.1L
PRESSUR]ZED ENCLOSURE :
1) When there is a floor used for human occupancy located rnore than 75
feet above the lowest level of fire department vehicle access, the
entire enclosure shal1 be pressurized. Pressurization shal1 occur
automatically upon activation of an approved fire alarm system.
- - Sec. 1005 .3.3 .7
2) Pressurized entance vestibules are required. -- Sec. 1005.3.3,7.L
Vestibules shal1 not be less tha4 72 inches in t.he directj.on of
travel . -- Sec. 1005.3.3.7.1-.1
Vestibules sha1l have wa1ls, floors and ceilj.ngs of not less than
two-hour consCruction. - - Sec. l-005 .3,3.7 .L,2
Dobr assemblies shal1 not be less than a ! l/2 hour assembly and
include smoke- and drafE- control of not less than 20 minumtes.
- - Sec. 1005 .3 . 3 .7 . 1.3
code review for:
Page # 13
Project Id. : Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
ELEVATOR REQUIREMENTS :
1) When Che elevator verticaf travel is 25 feet or more, each associated
elevator lobby or entrance area and associated machine rooms shall beprovided with an approved listed srnoke detector for elevator recall
purposes on1y. -- Sec. 3003.2
2) In building three or more stories in height, at least one elevaLor
serving all floors shall accommodate a wheelchair. See the complete
list of requirements in code book. -- Sec. 3003.4-1
3) In all structures four or more stories in height, at least one elevator
shal1 be provided that can accornmodate an ambulance-tlpe stretcher
76 inches by 24 inches in the horizontaL position. -- Sec. 3003.5
4) Shafts (hoistways) housing elevators extending Lhrough more than two
floor levels shall be vented to the outside. The area of the vent
shal1 not be less than 3 L/2 percent of the area of the elevator
shaft, provided a minirnum of 3 square feet per elevator is provided.
-- Sec. 3004. Vents shall be capable of manual operation only.
LANDINGS AT DOORS:
1) A floor or landing sha1l be provided on each side of doors. When
access for persons with disabilities is required. the floor or landing
shall not be more than L/2 inch lower than the threshold. When access
is not required, the maximum is 1inch. -- Sec. L003.3.1.52) Landings shall have a width not less than the width of the stairwayor width of the doorway, whi.chever is the greater. Where a landing
serves an occupant load of 50 or more, doors in any posj-tion shal1
not reduce the landing dimension to less than one half it required
width. The minj.rnum leng'th in the direction of exit travel is 44 inches.-- Sec. L003-3.1.7
TRAVEL DISTANCE: (distance to an exiL)
The maximum travel di-stance in this building i-s 250 feet. -- Sec. 1004.2.5.2,3
Travel distance shall not be limited within an exit enclosure or exit
passageway.Sec. l-005.2 .2
Page # 1-4
Code review for rProject Id.: Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
BUILDING ACCESSIBILITY :
1) This building including each tenant shal-l be provided with at leasE
one entrance which complies with the accessible route provisions of
CABO/ANSI A11-7.l-. At least 50 percent of all entrances sha1l be
accessible. - - Sec. L103 .2 .3
2) When more thaL one exit is reguired from any accessible space, each
accessibLe portion of the space shalI be served by not less than two
access j.ble means of egres.s. - - Sec. l-104 . 1 , 13) When an exit stairway is part of an accessible means of egress, thestairway shaLl have a clear width of not. less than 48 inches between
the handrails, The stairway shall either incorporate an area of refuqe'within an enlarged story-level landing or shall be accessed from
an area of refuge. -- Sec. 1L04.L.2
The area of refuge shal1 have direct access to the stairway that serves
it. -- Sec.1-L04.2.L
4) Each area of refuge sha1l be sized to accommodate one wheelchair space
not less than 30 inches by 48 inches for each 200 occupants, orrforii on fhFreof. - - Sec. t104.2.3
5) If the area of refuge is not $rithin the stairway, it shall be separated
from t.he rest of the sEory by a smoke barrier having aE least a one-hour fire-resistance rating. Smoke barriers shall extend to the roof or
floor deck above. Doors shall be smoke and draft control assemblieswith a rating' not less than 20 minut.es. -- Sec, 1104.2.4
6) Two-way communicaEions are required. -- Sec. LL04.2.5
7) Each area must be identified by a sign stating AREA OF REFUGE and the
international symbol of accessibiliEy. -- Sec. Lt14-2.7
8) NOTE: Exi.t sLairways in buildings protected throughout by an approved
automatic sprinkler system are NOT required !o incorporate an area of
refugre. - - Sec. 1104 . 1,2, Exception 2
ROOFING REQUIREMENTS:
1) The roofing on this building is required to be Class B or better.-- Table L5-A
2) See section l-504 and ICBO research reports for requi.rements.
AUTOMATIC SPRINKLER SYSTEMS:
If there are 100 or more sprinklers, all valves controlling the
water supply and water-f1ow switches shall be electrically monitored,
Valve monitoring and water-flow alarrn and trouble signals shall be
distinctly different and sha1l be automatically transmitted to an
approved centraL station, remote station or proprietary moni-toring
station. - - Sec. 904 .3 .1
Page # 15
Code review for:
Project fd.: Marriott Phase III Fire Restoration
Address: 7l-5 West Lionshead Circle
STANDPIPE REQUIREMENTS :
A class I standpipe is required. -- Table 9-A
A hose is not .required. -- Table 9-A
FOOTNOTES:
1) The locaLj-on is to be per Section 904.5.3.
FIRE ALARM SYS?EM:
An approved manual and automatic f j-re alarm system is required in this
building. -- Sec. 3i-0.L0
A separate fire alarm system need not be provided in buildings that have
a supervised sprinkler syseem havj.ng a local a]arm to notify all
occupants. -- Sec. 310.l-0 exc.2
The alarm sysLem is to be as set forth in the Fire Code.
LIGHT AND VENTILATION
1) A11 habitable rooms require exterior glazed openings equal Lo t/10
or more of the floor area. (min 10 sq.ft.) -- Sec. L203.2
Exception: Kitchens may be provided with artificial tight.
2) AI1 habitable rooms require an operable exterior openings equal to
l/20 or more of the floor area. (nin 5 sq.ft.) -- Sec. L203.3
The minimum area in bath rooms is 1- L/2 sq.ft. Exc: Laundry Rooms
In lieu of required exterior openings for ventilation, a mechanicalventilation system may be provided. Such system shal-l be capable ofproviding two air changes per hour.
3) In bathrooms containing a baLhtub or shower and laundry rooms, the
ventilation system shall be connected directly to the outside and
be capable of providing five air changes per hour. The poinL of
discharge shal1 be at least 3 feet from any openings which al1ows
air entry into the building.
. Rooms which only contain a water closet and/or lavatory may be
vented using a mechanical recirculating fan designed to remove
odors from t.he air. -- Sec. 1203.3
Page # 15
Code review for:
Proj ect Id.: MarrioLt Phase III Fire Restoration
Address: 715 West Lionshead Circle
WALIJ AND CEILING FINISH:
1) WaII and ceiling finish materials are required to comply with
Sec . 804 . l- and Table I -.B.
2) Carpeting on the ceilingr is required to have a Class f flame
spread rating. -- Sec. 804.2
3) Textile waI1 coverings sha11 have Class I flame spread rating.
and shal1 be protected by automatic sprinklers or meet the
acceptance criteria of U.B.C. SEandard No. 8-2 -- Sec. 805
4) Toilet room floors shall have a smooth, hard nonabsorbent surface
that extends upward onto the walls at leasc 5 inches.-- Sec. 807.1.1
5) Wa11s within 2 feeL of the front and sides of urinals and water
closets sha11 have a smooth, hard nonabsorbent surface.
- - Sec . 807 .1.2
INSULATION NOTES:
1) A11 insulation material including facings are required to trave a
flame-spread rating of 25 or less and a maximum smoke density of 450.
- - q6.' 1n'7 'L
2) Foam pLastic insulaLions are required Lo be protected. - - Sec. 2502
ADDITIONAL REQUIREMENTS :
For R1 occupancy
1-) Provide a window or door to the exterior frorn every room used for
sleeping. -- Sec. 3L0.4. 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 glazed openings equal to l-/1-0
or more of the floor area. (nin 10 sq.ft.) -- Sec. 1203.2
3) A11 habitable rooms require an operable exterior openings equal Eo
t/20 or more of the floor area. (min 5 sq.ft.) -- Sec. 1203.3
4) Apartments - Provide a smoke detector in all sleeping rooms and areas
havi-ng access to sleeping' rooms. - - Sec. 3L0.9.L.4
5) Hotel/Motel - Provide a smoke detecLor in the main room or each
slecnind rclnm -- Sec. 310.9.1-.5
6) The minimum ceiling in a habitable space is 7 feet 6 inches excepE
kitchens, halls, and baths may have a ceiling height of 7 feet,-- Sec. 310.6.1
For 52 occupancy
Page # 17
Code review for:
Proj ect Id.: Marriott Phase IlI Fire Restoration
Address: 715 West Lionshead CircLe
ACCESSIBIJE FACILIfIES :
NOTE: Except as. noted, section numbers listed below are from
CABO,/ANSI AL17.t - L992
WATER FOUNTAINS AND WATER COOLERS:
At least 50 percent of drinking fountains, but not less than one,
provided on every floor shall be accessible, -- UBC Sec. 1105.4.1
Accessible units must comply with the following:
1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.L
2) Spout arranged for parallel approach shall be located 3 i-nches
maximum from the front edge. Spouts of canEilevered units with
knee and toe clearances shall be localed 15 inches mi-nimum from
the vertical support and 5 inches maximum from the front edge.-- Sec. 4.':-5.2.2
3) Spouts sha1l provide a flow of water 4 inches height minimum.-- Sec. 4.L5.2.3
4) Operable parts sha1l be located at or near the front edge of the
unit and shall conply with 4.25.4 -- Sec. 4.15.3
5) A cantil"evered unit is required to extend l-7 inches minimum from
the vertical support. Clear knee space must provide a clear area
of 8 inches in depth aL 27 inches high and 11 inches at 9 inches
minimum above the floor. -- Sec, 4,]-5.4.L5) Forward dpproach units sha11 comply with 4.2. Units in alcovesshall comply with 4.2.4.4. Units not having Che necessary knee
and toe clearance or clear space under them sha1l comply with
4.2.4 and have a clear floor space that allows a person in a
wheelchair to make a para1le1 approach, -- Sec. 4.L5.4.2
o
Page # L8
Code review for:
Project Id.: Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
TOILET FACILITIES:
1) A 50 inch diameter unobstructed turning space is required inthe toilet room. - - Sec . 4 .L6 .3 , 4.2 .3 & Fig. 84 .2.32) Water closet shalI be mounted adjacent Lo a sid.e walI orpartition. The distance from the side wa1l or partition to the
centerline of the water closet sha1l be 18 in. Sec. 4.17.1,
3) When the accessible water closet is not in a stall:
The clear floor space sha1l be 48 in minimum in front
of the water closet and 42 in f rorn the center line of the
water closet on the side not adjacent to the wall.-- Sec. 4.I7.2 & Fig. 84.17.2
4) When the accessible water closeE is in a stall:
The stal]- shall be 60 in wide minimum and 56 in deep minimum
for wa11 hung water closets and 59 in deep minimum for floor
mounted \^rater closets. -- Sec. 4,18.3.1-
If the door swings into the stall, the required depth shal1
be increased by 36 inches minimum. -- Sec. 4.18.3.2 &
Fig. 84.l-8.3.1
5) The bars are Lo be 33 Co 35 inches above the floor and shal1
be provided on the rear wa11 and on the side wa1l closesL to
the water closet, -- Sec. 4.24.2.2 & Figs. 84.L7.3, 84.1,7.4
and 84.18.3.1
a) Side grab bar is required to start withln 12 inches of the
back wal-l and extend to 54 inches f rorn the back hral1. (The
minimurn length of the bar is 42 inl -- Sec. 4.L7.4.1 &
Figs. 84.17.3 and 84.18.3 . 1
b) The rear bar shall be 24 in long minimum, centered on the
water closet. Where space permits, the bar shal1 be 36 in
long minimum, wi.th the additional length provided on the
transf er side. - - Sec. 4.L7.4.2 a Pigs. 84.L7.3, B4.t7.4
and 84.18.3.1
5) The top of the seat on Ehe r^rater closet is required to be 17
to 19 i.nches above the floor. -- Sec. 4.17.3 & Fiq. F,4.t7.3
7) Accessi.ble urinals sha1l be of the stal1 tlpe or wall hung with
the rirn at 17 inches maximun above the floor. -- Sec. 4.L9-28) A clear area of 30 X 48 inches minirnum is required in frontsof the urinal, Privacy shields shall not extend beyond thefront edge of the urinal rim, unless they are 30 inches apart
minimum. -- Sec. 4.]-9.3
9) Accessible lavatories sha1l be mounted with the rim 34 inches
rnaximum above the floor and a clearance of 29 inches minimum
from the floor to the boLtom of the front edge of the apron.
- - Sec . 4 .20 .2 .L & Fig. 84 .20 .3 .1,
L0) It. shall extend l-7 inches minimum from the wal1. The clear knee
space shall be 8 inches in depth minimurn aL 27 inches minimum
above the floor and 1L inches in depth minimum at 9 in rninimum
above the floor. The dip of the overflow shall be igrnored when
checking the clearances. -- Sec. 4.20.3.1 & Fig. 84.20.3.t
1l-) A clear floor space of 30 X 48 inches minimum shaLl be provided
in front of the lavatory and sha]l extend 19 inches maximum
under the lavaLory.Sec . 4 .20 .3 .2 & Fi,q . 84 .20 .3 .2
Paqe # 19
Code review for:
Project Id.: Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
12) Water supply and drain pj-pes under lavatories shal1 be
insulated or otherwise treated to protect against contact.-- Sec- 4.20.4
13) The bottom of mirror is required to be within 38 inches of
the f1oor. -- Sec. 4.!6.6 & Ficr. F4.20.3.I
GLAZTNG REQUIREMENTS
A11 glazing in hazardous locations is requi-red to be of safetyglazing maLerial . -- Sec. 2406.3 &. 2406.4
Locations:
1) Glazinq in ingress and egress doors except jalousies.
2) Glazing in fixed and sliiling panels of sliding door assemblies
and panels in swinging doors other than wardrobe doors.
3 ) Glazi.ng in s torm doors .4) Glazing in all unf ramed. swinging doors.5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas,
steam rooms, bathtubs and showers. Glazing in any portion of a
building wall enclosing these compartments where the bottom exposed
edge of the glazi-ng is less than 60 inches above a standing surface
and drain in1et.
6) Glazing in fixed or operable panels adjacent to a door where thenearest exposed edge of the glazing is within a 24 -inch arc ofeither vertj-cal edge of the door j-n a closed position and where the
bottom exposed edge of the qlazing is less than 60 inches above thewalking surface.
7) 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 individual pane greater than 9 square feet.B. Exposed bottom edge less than 18 inches above the fLoor.
C. Exposed top edge greater than 36 inches above the floor.D. One or more walking surfaces within 36 inches horizontally of
the plane of the glazing.
8) Glazing in railings reg'ardless of height above a walking surface,
Included are strucluraL baluster panels and nonstructural in-fi1l
panels.
9) Glazi.nq in walls and fences used as the barrier for indoor and
outdoor swimming pools and spas when the bottom edges is less than
50 inches above the pool side and the glazing is within 5 feeE
of the poo] or spa water's edge.
1O) Glazing in walls enclosingr stairway landings or within 5 feet of
then boLt.om and top of stairways where the bottom edge is less
than 60 inches above the walkincr surface.
Page # 20
Code review for:
Project Id.: Marriott Phase III Fire Restoration
Address: 715 West Lionshead Circle
ATTIC REQUIREMENTS:1) Provide an access to all attic areas with a clear height of 30 inchesor more. The rninimum size is 22 incbes by 30 inches. There must be 30
inches or more clear height above the access, -- Sec. L505,L2) Provide ventilation in all attic areas. The net free vent area is
Co be not less than 1 square foot for each L50 square feet of attic
area. The vent area rnay be L/300 if at least 50t of the requiredventilating area is provided by ventilators located in the upperportion of the attic. The upper ventilaEors mus! be at least 3 feet
above the eave or cornice vents. -- Sec. 1"505.3, Exception L
The venE area may be L/300 provided a vapor retarder having a
transmission rate noc exceeding 1 perm is insEalled on the warm sideof the attic insulation. -- Sec. L505.3, Exception 23) Where eave or cornice vents are installed, insulation shaLl not block
the fee flow of air. A minimun of 1 inch of air space sha11 be
provided between the insulation and roof sheathing. -- Sec. 1505.3
a
Town of Vaj-I, Colorado
Building Safety & InspecCion Services
75 South Frontage Road
Vai1, CoLorado 81557
(9701 479-232L FAX (970) 479-2452
Plan analysis based on
the 1997 Uniform Building Code
Project Number:801-0111 Date: ilune l-4, 2001
Project Name: Marriott Phase III Fire Restoration
Address: 7L5 West Lionshead CircIe
Contractor: Belfor
Occupancy: RL, S2 Designer: Gwathmey, Pratt, Schul
Construct.ion: II-FR Engineer: JVA, Inc.
Reporu By: Gary Goodell
NOTE: The code it.ems listed in this report are noL intended to be a
complete listing of all possible code requirements in the 1-997 UBC.
ft is a gnride to selected sections of the code.
Report created using Plan Analys! software by b w & a. (7L9) 599-5522
Portions of the material contained in this program are reproduced
from the Uniform Building Code wiLh the permission of the
International Conference of Buildinq Officials.
=1===::::i==13:TI:l:11:3I=========:3T::11:L::::ll::================1 The roofing system must be approved for wind loads
is this area (80 mph, Exposure "B"). Provide
information on the system to be used.2 Provide drains and overflow drains or scuppers.
Sec. l-506.2 & Sec. 1-505.3
3 Provide attic vent,ilation that complies with Section
1505.3
4 Provide an attic access (22X30 min) to each attic
area. -- Sec. l-505.1
5 Provide 1-hour door assemblies instead of 20 -minute
assemblies for 1-hour occupancy separations
between laundry rooms, electrical rooms, larqer
maid's closets and./or storage areas AND nR1" occupancy
hotel guesC room areas. -- Sec. 302.36 A2.7 Door # 740 Only doors from normally occupied spaces are allowed
bo open into an exit enclosure. -- Sec. L005.3.3.5'l A2.7 Elevator Lobby. Provide l--hour fire-resistive wa11 with 20 -minute
door(s) assmbly between exit corridor and elevator lobby
on 7th s torv.
Sent By: Glrathmey Pratt Schultz
t
itecT;970 476 1612i Jul.-6-9:33;Page 1
3 July 2OO1
75 S. Frontage Road
Vail, Colorado 81657
Re: Vail Marrlott Phase 3
f€rponce to building
Gary:
I have received a copy of your comments on the building permit and drawings and would like
to respond to several of the items. I would also like to set up a meeting with you and
possibly Mike McGee a$ soon as possible to clear up some of the Fire department questions
and resolve some of the issues in their comments.
BeSpot0$C_lq_"co-rcqtia,n r_equr_red" Iist on code Check
Correction comment #1: The specified roofing product is a Certainteed 'Grand Manor
Shangle" Asphalt composition roof (425#/SOl. lt has a UL Class A fire
resistance rating. I am attaching manufacturers literature.
Correction comment #2: Roof drains and overflow drains are shown on the mechanical
plans. Drains at level 147 south side deck were apparently omitted and have
since been added. Furthermoro we are adding tapered roof insulation which
apparently did not exist prior to the f ire.
Correction comment #3 and #4: We need to dlscuss this. lam not aware of any 'attic"
spaces that would require access or ventilation exccpt for the west-end space on
the top floor accessed from Stair B which I will discuss in more detail below.
Correction comment #5: I have increased the door ratings for all building ssrvices doors
that open onto corridors to 60 min as requested.
Conection comment #7: I had thought that one floor was not required to have a lobby.
In reviewing the UBC. I lind this is no longer true, I have added doors at lgvel
147 to correct this.
Permit page 1, comment #1: With regard to accommodating the visually impaired, Marriott
takes an approach that provides better and more equitable access to the hotel
rooms than a hard wired approach. When a visually impaired guest checks in,
Marriott provides a kit that contains strobes and other devices to protect the
guest. This makes every room in the hotel accessible to this class of disabled
person. For this reason, we have not hard-wired any rooms to meet this need.
Permit page 1, comments #2,3,4: lf these issues have not already been addressed in the
FPE's updated June 1,2001 drawings, he will address theso issues and correct
them as necessary to comply.
Permit page 1, comment #5: I assume this comment applies to the guest laundry on level
89. The equiDment in this room will consist of two each coin-ooerated washers
Archo 01o
and dryers.
sent By: Gwathmey Pratt schultz
3 July 2OO1
page 3
ArchitecT;970 476 161 2;Jul-6-:35;
we would liks to meet with you as soon
01 I
o
Paga 212
ARCHTTECTS, P.C.
Ssnt By,: Guathmey Pratt Schultz ArchltocT;97O 476 1612i J u1- 27-01o 11t44i Page 1
MEMORAND
via facsimile
UM
Gary Goodell
Henry Pratt
DATE: 27 Jttlv 2OQ1
RE:Vail Marriott
building permit
NUMBER OF PAGES
Gary,
Just a guick note to thank
permit comments. I would
3 reconstrtrction
COVER:
for laking the time yeslerday to meet with us to roview rhe building
to alio document a few of the discussions and where w€ l€ft thsm.
1 . Work may continue the traming stage but nothing may be covered up until the VFD has
reviewed the fire
2. Any EIFS system
submittals (due to be submined to Glen Hoynowski next week).
able to Factory Mutual IFMGI is acceptable to the TOV and the
VFD. We will submlt a letter {rom FMG documenting thei. acceptance,
3.
4.
5.
Fire resistive treatediplvwood is acceptable at the roof assembly as long as it is protected at
the metal deck side $V no lcss than l/: " of gyp board.
We are allowed to k4ep the door into the alcove at the top mid-landing of the west stair
because it serves asjaccess to the concoaled space under the wesl roof. We will remove
the metal ladder andlinstall a deadbolt in a new 9O min door,
Replacement of the fhase 2 siding and upgrading of the lire alarm in phases 1 and 2 will not
be tied to lhe TCO cii CO for:the Phase 3 work. We asked that you hold off any "retro"
order on these itemsluntil the date of closing with VR (approximatoly December l7thl due loI
the potential to oomplicat€ Host Marriotl's contract with VR. We believe rhat VR will start
work on Phases 1 arld 2 in the spring ot 2OO2. (l hope to receive authorization to proceed
from VR in a few w$ks)
Ballroom sprinkler anFl alarm upgrad€s will be finished before TCO.
lasked you to revievf documbntation for n Chicago Metallic gypsum lay-in panel and to tell
me il lcan use it in rhy corridor ceilings in lieu of a UL listed panel. lwould appreciate a
quick turn-around onlthis so that we may get them ordered il approved by you.
i
i
:!
:!
,t
i
6.
7.
Gwathmey
Praft
Schultz
Archltlct!, p.c.
IOOO S. Fronloge Rord W6rt
VCl. Colorado 81667TC (97(11476 1147
Far (9?Ol476.16lz
Sent By:
8. You ask€d mo to
respect to any
15,2OOl shows
and thst ths
lf your interpretalion of
ma know as soon as
Thanks,
Henry Pratt
tuethmey Prett Schultz ArchltecT;970 476 1612;Jul-27-01 1
o
1 :45i 2t2Pege
the relationship ol the Phase 3 wing to tho parking garago with
for prolected opgnings. A quick check of the ILC done on Juna
wings are no lsss than 22' apert lclo$est at th6 SW cornsr of phase 3l
increases a9 you move northward.
and docum€ntation abovo differs from that given, pleasG ler
so that I may coroct them.
41q-L45L
SCHIRMER ENGINEERING CORPORATION
350 INOIANA STREET, SUITE 190
GoLDEN, C0 80401
PH0NE: 303-279.8900
FAX: 303-279.8905
FACSIMILE TRANSMITTAL
DELIVERED TO:Namo:
Flrm:
Far No.:7to-,471-ztza
FROM:
Tolrl number ol prg0t trentmltlod (lncludlng thlt covet page!:
ll tranrmlsslon h Incomplete, contacl m0 or my soclotary, Donna, at 303'279'E900.
Folfow.up hard copy tont vh U.S. Mall no X Yes
-
Mo s t.ge:
Al,4 4t ,vz4b 'f <rfAvrteat lu+ /aL Aec nd,lPpcZAS.
Nrme: G"tt Q "'rzr, ,// e,uc Plhrrl
Re: lr,+rc fA*'earon- il,,' ?tso,e-
sEcProfoctNo.: Z /oto3/'aao
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)6lePrrlf,q'
rz/tf o t t"n'^Ujzr::!fr:";:#i&ii:J
303-279-8900
Vall Marrlott
Test Guldance: NFPA 72 & Vail FD Fire Alarm Acceplance Procedure
Responsfbfe Person: Glen Saraduke, P.E. & Lane Pilbin, S.E.T.
Notify building of conclusion of testing
Contact alarm monitoring company at conclusion of testing
Pre-Testing ltems
Proper equipmenl present
Qualified personnel present
Building properly notified of testing
Alarm company nolified
Approved plans available
Physical verificalion of all new equipment types and quantities.
Functlonal Test
Check wiring of FACP
Operation and wiring of all new pull stations
Operation and wiring of 10olo of existing pull stations 5€ <EzTED
Operation and wiring of new smoke detector over FACP
Operation and wiring of n6w strobes and horn/strobes
Operation and wiring of 10% of existing audio/visual devices 5 EL 6<rE D
Operation and wiring of flow and tamper switches (w/LFD)
50% of test under battery power
Additional tests as deemed necessary to verify new motherboard operation.
Audibilily of horns
Ooeration of duct smoke detectors
BlccRoarzl pzutces
Btccqoort? /Vlt.eS
il/+
<maKE P276a'7o25
DT
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operation of smoke operated doors/windows
v olE aefl u/ ( hJ / R/dG D Boperation oIDAcr ^l/A Restorationof system . Izo vha t SysTErll
All other equipment is in an operative slatus
Complete NFPA record of complelion t
foupN t'f 'Tesnnb I //(sFE'J/*47"
Notes
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06/07 /02 TUE 12:2,1 FAX S702{51015 Conlerclal Deslan @oo1
Commercial Design
Engineering, Ltdd._
TO:
FROM:
MESSAGE:
ATTENTION:
CHARLIE DAVIS
AT:
TOWNOFVAIL
FAXNUMBER:
970-479-2452
DATE&TIME:
| 051071021:18 PM
# PAGES:
6
SENDER.:
STEVEKING
AT:
COMMERCIAL DESIGN ENGINEERING
ADDRESS:
IOO3 WINTERS AVE. GRAND JUNCTION, COLORADO 81501
FAXPHONE:
(e76)245-r0rs
VOICEPHONET
(970)24s4ses
mE TtD Wml
RE: VAILMARRIOTT
I
' ruE GENERAL6SNTRACTOR (HYDER) ryISHES TO HAVE YOURREVIEW OF OUR
pnOpOSSp FIRE-RATEDACCESS DOORS THAT WILL BE INSTALLED IN TIIE
PARTY WALLS BETWEEN EACH GUESTUNTI.
TTMSE DOORS FALL. WITHIN THE PERAMETERS OF TT{E ARCHITECTS
SPECIFICATION AND PROVIDE A "B't T.ARFI., I l/2 HOUR RATING.
t_
PIEASEhDVISE IF YOU HAVE ANY CONCERNS.
,1,'
CC: SCOTT NtrLLER - HYDER SITE 479"501q
I.1, I
05/od/02 flJE 12:25 FAr 9?02{51015 Connerclal DeElEo.Boozi,l o o
T---l|
fl Commercial Deeign Engineering, Ltd'
f-
\f .- Mechanical contractors
Agril26,2002
I
HYDER CONSTRUCTION, INC-
Attn: Scott Miller
Sd3 Santa Fe Drive
Denver, CO 80204
RE: VAIL MARRTOTT RESORT REIf,ODEL
CDE Job No.5720
Dear Scott:
Please find enclosed six (6) copies of CDE Submitial #8 provided for your revierv
and transmittalto the Architect. We are submitting the ffush metal panel style
consistent with the 1W' series noted in Nystrom's fire rated line. Stainless steel
is not being offercd due to other architecturalfinishes being applied overthe
metalpanel.
t'
Please re/ram stx (6) rcviewdlapprcved Cppies for distribution.
I
lf you have any fiuestions and/or need additional information, please call me at
your earliest convenience.
ENGINEERING, LTD.
File
I
ifhe Only Beason We Are ln Business is to Crwte o HololP Cvfumer."
@
ArccN
Enclosures
Cc:
I
I
I
I
I
2?10 DET.TA PI-ACE, C()|I)qADO SFflNGS, CO 80910
po. Bott 2440, coIoRN)q SPRINGS, CO 8l)901
Qmce nuom: 719 / 390-0555 FNt' 719 / 390-94/08
E-DlAtL: CDEIjIIT@AOLCOII
1OO3 WNTENS A,EI{T'E GNAND JT]NCNON' CO EIsOT
PO. BOX 2418, GRAIIID JUNCIION, CO 81502
OFFfCE PHONE: 97O 1245-0696 FAX: 970 / 245'1015
E-}IAIL CDEGJ@AOLCOX
05/07/02 TUE 12:26 FAx 9?02{51015:Ll:14 ffK At Ct4lta
Comerclal Des ltxlLrrgr scis'g
qAo*oso Iw sERrEs ao
IW; INSULATED FIRE RATED ACCESS
WALLS AND CEILINGS - WALLBOARD
PANEL FOR
SURFACES
rRONT ELEVATIONTffiOffi-
Wetloeh tte-rcerl-ttsno Oll 9l?E5 | .3' v lA' AND LAR6ER. U5E AlJtlLl'\R]'
irlRlt,(i PROVTOED Wmn DOoR SFRtttG Ml'5T Ef
5ECURE]Y ATTAThED TO AIjGI.E IJRA TiET OI'J DOOF'
AND TO FFAbrlllG AAtVf E'OOR fllt'tG!")FeJNG MIJST
EE INSIALI"ED 50 ln*f DC)ciR 15 5ELf CLOJIiIG
'ro3 cr|Llir6 AlrLlcATlo ol'llv
_ RGJ6.| r)FeNlil6-
fx)OR sl;E + 23 (6.?5nmt
I
\iRAIPhIG OF STUD NOT
P-E()n N r.lOlJRCeUNG
AFF|,|CATION
o[,Y!vALt- 5cl',EW
wooD stlJD oR
JIEEL sTUT'
2.1i7
DOLrE{-e [4r'ER Or
.(;15 r-|lE COOe OB-YlVAll-
CL)I\ICEALFD Ptl'l illNcf
l!(arnet: rv$w.[]6u0lll.com
c-auu: iofo(iiioysroo.cqo
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| .uiqNc vau.& JoB /j4SIER
'l'otl-t'r€Gl t00-5.1?-263-ri h'rx t00-3 | 7-*7?(l
Tr+nlcrl hfo: tur-7t l-?n{o
I US,4 or Amda
ANCIIOR. CLIP
AUTOMANC
oooR cLo5Ea
tI',5IDE F.FLEASE
FLlr5ll EOLT Lotlll
DRYWAI! sCREW
lt'rcrc'f iTl /[]
Wa{.)t 'iri-dr'}" ,:-'
DRY\{/ALL 6TAD
N3\ WAI. i CEMFNT
-l o
to-oto-oto
5PECIflCATION5
. | 6 GAUGE ( | .52O mm) COLD ROLLED sTEEL fMME
o 2O GAUGE (.9 rZmnrl COLD ROLLED STEEL DOOR
. 2' l6.25mml TfllCK FlRe RATED lNSLJtATlON
. 2? GAtJGt (.O336mn) GALVANTZED STEEL DR\WALL BEA[)
. CONCEALED FIN nINGE
. 5FRING DOOR CLOSURE
. FLUSII KEf r'+'CFAI{}It IQ{EEOFERATED IOCK
. fRAMES TROVIDED Wffn .25'MOUNTING flOLLS
. PHO5TNATE DIPTED WTII DAKED ON R{JsI INNIEITIVE
GF.AY FRltvlE FlNlSh
. INTERIOR RELEAST- MECHANISM
orTtoN5
s E;rvANrzE-D mNDEFJZED 5TEEI
o 5TA|NLE55 5TEEL WITFI #4 SAT|N FOUSn rlNlstl
O STEIIIIT9E STETL CONTINUOUS PIAI{O NINGE W|TN STAINLF.:i3
STEEI PIN (AVAILAETE ON 5TAINIE5S sTEEL PANELS ONIY)
tr rru5n coNTtNLrouS flANO nINGE
o rnrrnneloN roR | . I 25' MORT|Sr CYLINDEP.
(CYLINDER ROVIDED EY OTIIERs OR DY NYSTROM)
CUT-TflRU SECTION
05/07/02 TllE 12.27 FAX 9702151015 c$te,rglal-ppglfll--
A()Cf:SA HAT(]I-{|:8 & PANEI.g
o
N YSTROM
IW - FIRE RATE:D ACCESS PA'{[
fWstaiderd tuturesl.
w|TH DRWI'ALL EORT{ER BEAD
Door:
Frame:
Hinge:
Latctt:
Finish:
lnsul{ion:
20 ggugs (,9'12 mm thlck) cold rolled steel
16 gpuge (1.52 mtn thick) cdd rolled steel ufth 22 gauge galvanized
dtyrvall bead
Concealed pin hinge
Odional: Flush continuous piano hinge (standard on panels exceeding
36'' hingc dinnnsion)
Knuded knob/key operared latch bolt
Optional: nnrtise cylinder prepamtion (cylinder prwided by Nystrorn or
others)
Phosphate dipped with factory apdied gray prirne coat
Optional: galvanized bonderized steel or siainless steel with #4 satin
@ish finish
? thbkness fire rabd mineral fiber
Model rlryfire rated access panel for drywall applications, Access panel shall be modellw| size
-
as
manufactured by Nystrom Inc. ot Minneapolis, MN.
Frame shall be 16 gauge colal lolled steel with ZZ gauqs galvaniz€d drywall b€ad. Door 6hall be fabticated florn 20
gaugo cold rollsd steel insutalsd Bandwich typg conslruction. Door shall bo self-htching with automslic cloaer an.t
intsdor latgh relaase mechanism. Hinge shall be a concoaled pin tyPe. Latch(es) 6hall b€ a knu,l6d knob/key
operaled litch bolt (optbnal: proparation to receive l-1l8' mortise cylind€r - cylindsr provided by Nystrom or others).
This assembly shali carry a 1-1/2 hour U-L. '8' label for walls {250 degrees maximum tsmPelature ris€, 30 minutes)
and carry a 3'hour Warn6ck Hercey label fof ceitings ratod 3 hbuts orless. Finish shall be phosPhate dipp€d with
factory apptied prime coat (optional: galyanized bonderized steel or slainloss steel wilh #4 satn polish Rnish).
Installatiqn shall be in accordance with manufactursr's inatauctions- Manufacturef shall guarantoe against deEctg in
malerial dnd workmanship br a period of one year.
WStandard Slzes;
g.l sizet (in)Sld Srzes (rryn)WeEhALercll€s Sad Sr?o8 fm,Srd Srzes (rnm,WaightlLaiche6
OAr08 203x203 I 1,1 z'',3,l'559x762 32/1
'l O(10 2ilflil 14/1 I zuse 5591914 39t2
12x12 3051305 17t1 Ut?l 6t016l0 zgl',l
t2rlt 3o51457 25J1 2ax30 61Ox762 36/ I
1?r21 305610 2U1 24r35 610r914 4U2
11t14 3561356 18,1 2l,rlt 61or1219 5U2
ttut6 /tOO1406 18/r 3Or3C 762r762 49/1
l8rlE 157'4'57 2011 3b3.t B 13r813 51fi
1ar21 a57|6ro 3ry1 35r36l 914r914 5W2
2Or30 50afl62 3Ul 3614E'914r1219 7912
22r22 559r559 27t1 4ar 1?1911219 10r)n
arc anl
'E+@eds matimun aize to eny " Wanock-Her8ey lah€l (or ce,lifigs.
Nrrstronr Building Produc*s 1701 Madison st NE Minneapolis. MN 5541314OCr
Ph: 800'547-26a5 Fax: 8O0"'317{770
tY.!h: | ry!_r:! JLtlrJl UJ!.(p! n
RliV t )4/i l,
06/07/02 T'uE 12:26 F I 9702 {51015
o
corDerclal Desltn qloo{
l.vArL, coLoRADO
SUBMITTAL / APPROVAL STAMP SIIEET
SECTION OffiTO - ACCESS PANELS
/w.CLlf||lrTAt. r{o.__4__. _ -_I neuarr,e'o nEuEt YEn w..q{ c(nrGNEc.t-|r!ht Ib.{F Eagtr*i|lf u|l trrtr,bl. J dlo|Bbdrit ,tEuncntr !o. garrrel ocobrr-E h tfia.,a'!r, lraeton. {ld porbr||,Fa dlr 0rr. c.tt da
Fqri.rrd lo lh. oqtrcct docsnrlt 4ooarihalon |1!,htbalad. atructqat, aad rd{acltaal aro{cr or|n4 brt ..l cornpcl|r|l r|mdo !|a rErdutbility el
lr3 d..terp.F..dcna.ddrdt CrGi.d driril$rtvlr. I
06/07/o2 TIJB 12:25 F X 9702{51015
PART I . GENERAL
I OI SUMMARY
Couerclal De81@
sEcIloN 08310
ACCESS OOORS AND PANELS
Boos
':at
:
A. Seclion Includes:
l. Access doors inlo pipe ond ulility spoces.
B. Reloled Sections:
l. furnishing Access Doors os specified in lhis Secfion for Mechonicol Equipment:
Division l5 Mechonicol.
. 2. Furnishing Access Doors os Specified in This Seclion for Eecfdcol Equipmenl: Division
l6 Eleclricol.
3. lnslolloiion of Access Doors: Appropriole seclions'
PARI 2. PRODUCTS
J
2.0r lAccESs DQoRs I
A. Locoted in lile. Gypsum DrYwo[:
l. Milcor Slyle DW
2. KorpModel KDw I
\,
,3. JL Indusldes Model WB
\1. ttly:trorn Building Producls NW15. Willioms Erolhert wB-Dw
6. Accepled subslitute in occordonce with Section 01600.
4.
I
c-
t. Milcor Fire{oled Access Door
f - WiliA m-s-Bi6lhertw B-FR
6. Accepled subslitule in occordonce wilh Section 01600.
Descriplion:l. Sizes: A5 inclicoted on drowings or Os reguired lo properly service mechonicol ot
eleclricol equiPment.
2. Locking Devices: Key operoled com locks.
3. Finish:g. Bolhrooms: Sfoinless sleel.
b. All Othen: Prime for poinled linish under Seclion 0?900.
Fire roting: Io. Roled ceilhgs ond wolls: I hgur.
b. 6th floor soulh cotridor: 2 hour.
083 t0- |
I
l
I
I
GPS 2041
2. Korp Model KRP-350 FR
ielM F
: ]cpY
TOWN OF VAIL
Department of Commwity Development
75 Sowh Frontage Rod
Vail. Colorado 81657
970-479-213E
FAX 970-479-2452
g 20-24',3 1E-20'4 14',
2
2
February 20,2001
BELFOR
Tim Orr, Superintendent
Construction Services
3826 Woodland Park Ave. North
seaftle, wA 98103
Re: Bondfor landscaping at thc Maniott Hotel in VoiI, Coloroda
Dear Tim:
The Town of Vail Community Development Department will allow Belfor's demolition
and construction activities to continue at the Vail Marriott contingent upon receipt of a
bond to ensure that any disturbed landscaping witl be restored following the completion
of restoration activities.
The demo plan submitted by Dan Dansby, BELFOR-RMCAT @agle, CO) on December
I't, 2000 indicated that l4 trees could potentially be impacted by your firm's activities.
These trees are desoribed as follows:
Numbsr Height fl Calip€r {"} Type
SPruce
Spruce
SPruce3.5' Cottonwood5u Cottonwood
Based on information provided by Mr. Dansby, the estimated cost to replace these trees
would be $23,825. We require a performance bond for 529,781.25 which is 125% of this
estimate. tt is my understanding that a bond for $30,000.00 will be posted by Travelers
Casualty and Surety Company of Americ4 naming the Town of Vail as the obligee or
{grnouo"^o,
benificiary. This is sEtisfactory to the Community Development D€parfinent. It is aho
our understanding that constnrctior/restoration activities will be compl*ed by December,
2001 so we orpecl that any disturbed landscaping will be restored prior to lune l, 2002.
Ifyou have any questions or conc€rns, please do not hesitate to contact me at
akjerul@ci.vail.co.us or 970.479.2148.
Sinccrely,
Ann Kjerulf
Planner I
Town of Vail
Cc: Dan Dansby
PPT@-o39o
BOND
KNOW ALL MEN BY TIIESE PRESENTS, that we Belfor USA Grou
Bond No. 0815103538736
co 81631
as Principal, and Travelers
authorized to do business in the State of Connecticut , as Surety, are held and firmly bound mto town of Vail
as Obligee, in the penal sum o
- -' ($ 30'000.00 ' ) DOLLARS, lawtul money of
the United Staies of America, for the payment of which well and fiuly to be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
Thousand and 00/100
VruIEI{EAS, Belfor USA Group, Inc.
has aereed to constuct in the Town of Vail
the followingitcfroocu ndr reelelq !!qeq to aqreement with the Town of Vail
NOW, TIIEREFORE, TIIE CONDnON OF THIS OBLIGATION IS SUCH, that if the said Principai shall
consfuct, or have constucted, the improvements herein described and shall save the Obligee harmless from any loss, cost or
damage by reason of its failure to complete said work, then this obligation shall be null and void; otherwise to remain in fulI
force and effect.
Signed, sealed and dated tlus day ot February 2001
of A.'nerica
Belfor USA Group, Inc.
P. O.BoxA242,Eagi€, CO 81631
Travelers
S-3689/GEEF 2,98
Attomey-iri-Fact
'*"il*;$:x,trirH:ffiKff#k}*
FARMINGTON CASUALTY C OMPAIIY
Hartford' Connecticut 06183-9062
POWER OF ATTORNEY AI\TP CERTTTICATE OF AUTHORITY OF ATTORNEY(S)'IN-FACT
KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVf,LERS CASUALTY A}{D SURETY COMPAI{Y OF
AMERICA, TRA!'ELERS cAsuALTY AI{D SURETY COMPANY and FARMINGTON CASUALTY CoMPANY'
corporations dgly organizecl under the laws of the State of Connecticut, and having their principal offices in the City of Hartrord,
Coonty of HardorO,-State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these
presents make, consiitute and appoint: Brad Roberts, Eric Zimmerman, Jack P. Sutton, Joanne Reinkensmeyer' Karen
.sr"*roo, Kip W. Vandeventer, Lisa Kerstetter, Randolph J. Carr, Robert E. Heilesen, Stacy Cutbinh, Tracey L' McKinley'
of Tacom& washington, their true and lawful Anorney(5;-in-5act, with firll power and authority hereby conferred to si$\ execute
and acknowledge, at any place within the United States, the following instrumen(s): by hiVher sole signature and act' any and all
bonds, recognizances, contracts of indemnity, and other writings obiigatory in the nature of a bond, recogaizance, or conditional
undertaking and any and all consents incident thereto and to b;d the Companies, thereby as fully and to the same extent as if the
same were signed by the duly authorized offrcers of the Companies, and all the acts of said Attorney(s)-in-Fact, pusuant to the
authority herein given, are hereby ratified and confirmed.
This appointment is made under and by authority of the following Standing Resolutions of said Companies' which Resolutions are
now in fi l force and effect:
VOTED: That the Chairnan, the President, any Vice Chairman, any Executive Vice President' any Senior Vice President, any Vice Fresident' any
Second Vice president, the Treasurer, any Assistant Treasurer, the'Corporate Secretary or any Assistatrt Secretary may appoint Attomeys-in-Fact
and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe
to sign with the Company's name and seal witir the Companyls seal bonds, recognizances, contracts of indemnity, and other writings obligatory in
the nature ofa bond, recogr.izance, or conditionai undertaking, and any of mid oificers or the Board of Directors at any time Itray remove any such
appointee and revoke the power given him or her.
VOTED: That the Chairman, the president, any Vice Chairman, any Executive Vice President,. any Senior Vice .President or.any Vice President
may delegate all or any part ofthe foregoing authorig to one orrnoi" offtr.tt or
"tnployees
ofthis Company' provided that each such delegation is
in writing and a copy thereof is frled in the oflice ofthe Secretary
VoTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the- nature of a bond, recogrizance' or conditional
undertaking shall be valid and binding upon the Company *hen 1") slgnea tithe Piesident, any Vice Chairman, any Executive Vice President' any
Senior Vice Fresident or any Vice President, any Second Vice itesiient, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any
Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary.or Assistant Seqetary, or (b) dlly executed (under seal' if
required) by one or more Attorneys-in-Fact 8nd Ager[s pursu-t ti tt
"
power prescrited in his or her certificate or their certificates of authority or
by one or more Company oflicers prusuant to a written delegation of authority'
This power of Attorney and Ceriiticate of Authority is signed and sealed by facsimile under and by authority of the following
Standing Resotution voted by the Boards of Directori of TRAVELERS CASUALTY AI\D SURETY COMPANY OF
AMERICA, TRAVELERS ClsUer,rv AltD SURETY COMPANY and FARMINGTON CASUALTY GoMPANY' which
Resolution is now in full force and effect:
VoTED: That the sigranue of each of the following oflicers: President, any Executive Vice President, any Senior Vice President' any Vice
president, any Assistant Vice president, any Secretary, any Assis;f secr;tai', and the seal of the Company may be aftixed by facsimile to any
power of anomey or to any cerrificate relating thereto appohtdG-id*t ta"'Proid*tt, Resident Assiitant Secretaries or Attorneys-in-Fact for
purposes only of executing and attesting bondi and undirtatingr'; otho *titings obligatory in the nature thereof, and any such power of attorney
or certificate b€aring such facsimile signature or facsimile seal shall be vam ana UinaUg upon the Company and any s1c-h power so executed and
certified by such facsimile signature id facsimile seal shall u" taia -a binding upoi the company in the future with respect to any bond or
undertaking to which it is attached.
(5-00 Standard)
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TOWN OFVAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2t38
ortrr*r oF coMMrJN,r" orurrooot
ltot-ott1
Qol<>tSto
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E0l-0141
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSUED
Location.....: Southwest wing of existing hotel. Applied . . : 06/221200I
ParcelNo...: 210107207001 Issued. .: 06128/2001
ProjectNo: J(db\'7t9\ Expires..: 12/25/2001
OWNER IIMC ACQUISITION PROPERTIES I06l22/200L Phone:
C/O MARRIOTT INTERNATIONAI,
ONE MARRIOTT DR DEPT 938,01
WASHIITGTON DC 2OO5S
License:
CONTRACIOR B{COMPASS ELECTRICAL TECHIIOL06/22l2OOt Phone: 970-949-6095
2LO7 W. COLI,EGE AVENUE
EIIGLEWOOD, CO
g 0110
License: 146-E
APPLICAIfI EI\TCOMPASS ELEeIRICAI, TECHNOL06,/22/200L Phone: 970-949-6095
2LO7 W. COLI.,EGE AVE{T'E
ENGLEWOOD, CO
I0110
I-,icense : 146 -E
Desciption: FIRE RESTORATION IN PHASE BUILDING III @V/JL MARRIOTT MTN
RESORT
.":rl::t:'*":::::::::'*,r.',r'**r'r*r'r'**r.r.r. FEEsrMMARy ,r,|r'r.r**"".,..***ril'*ri.**..r..*'r"rt*r*r...'l'l'|'l,li:..,.
Total Cslculated Fees->s3.00Elect-ical_>
DRB Fee---->
lnv€stigatio0->
Will Call---->
TOTAL FEES->
s0. 00
s0.00
so. oo
s3.00
F3.00
Additional Fees_> 911, 9'10 . O0
Total Permit I'ee----> 911, 943 . 00
Payme s---------> S11, 943 .00
BALAI\CE DLIE->t0.00
Approvals:It6m: 06000 ELECIRICAIJ DEPARTMEIII
06/22/2001 GRG Action: COND Approval by Planning & Fire & issuance of b
permits 801-0111 prior to issuance of electrical permit.
CONDITIONS OF APPROVAL
Cond: 12
(BIJDG.): FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAI'ICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the ffirmation required, completed an accurate plot plar\ 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, desigt review approvd
Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE
o
TWENTY -FOUR HOIIRS
o
T 479-2138 0R AT OIr'R OFFICE FROM t:00 AM - 5 PM.
GNATIJRE WNER OR CONTRACTOR FOR HMSELF AND OWNE
auilcinsp.@\f
Electrical Permit #: _ \L
97l}.479-2149 (Inspedims) \
TOWTINYAE
vai,,cobrado81657 vqL=^,(!"lxl N
\
Contact and Phone #'s:
COUP1FTE SQ. FEfr FOR t{EW BUILDS and VAIUATIOI{S FOR ALI OT}IERS (tabor & iiat€rials)
AMOTJNT OF SQ FT IN STRUCTURE:ELECTRIOAL VALUATION: $
*************i**************:*:r*********EC'R OFnICE USE ONLY********L****W).
i'"
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ConEd As; ts Offi@ at 970-328-8H0 orvisit for Pat@l #
Parcel # (Required il no bldg. permit # is provided above)
I
Job Name: I lob Address:
'7 1.< l^).t)DA,<!EFr\ , DAt,HL AY+Kfl. IOTT TIA]ilTTilN RE.$R''|
L€gal Descriptton I lou ll stoor: fi mling:Subdivision:
Owrrers l{ame: I Mdress: I phone:
f.DAf OAUL<trtarU pnnpFcrlLs I DArE fiLROt^i'T AQ Acgf cnr,dtfut*tryrft Address:la 19 epo|,r 13 s.r-, Ann r tsc Cl '*n*-r-urlt)-.t?.s I
Detailed description of work:
F-,nE Re<rn,a*rtart)P*n<n ? Ataa
Work0acq Nertr() Addition( ) Remodel ( ) Repir(af TernpPorve( ) Other( )
Work Type: Interior ( ) Exterior ( ) Botr (,zY Does an EHU eyist at this location: , Yes ( ) No ( )
Typeof Bldg.: Singlelamily( ) Duplex( ) Multi-iamily( ) Commerdal ( ) Re#urant( ) Cittrr(r) HOf EL
No. of Existing Dwelllng Units in this buildlng:No. of Accommodation Units in Ois building:
1 2 #
I5lris permit for a hot tub: Yes f ) no (4
Does a Fire Alarm Exisf Ys ( wY No ( )Does a Fire Sprinkler Sptem Exisil Yes (.4 No ( )
F:/6/ervone/ftrms/e*) ru.,stl^-y g[,^r',-'td'k* "kr'-cLn-d "6'zc && c"/'
U
o
LIAI,L
,Lfu,Wt@
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\
h\wl
TOWN OFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
or*r^r oF coMMUNrr" oruuro*'t
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: MOI-0084
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSUED
Location.....: PHASE III - MARRIOT HOTEL Applied. . : 0610412001
ParcelNo...: 210107207001 Issued. .: 0612612001
ProjectNo : ExPires. .: 1212312001
OlltNER HI.{C ACQUISITION PROPERTIES 7O6/O4/2OOL Phone:
C/O MARXIOTT INTERNATIOIiIAL
ONE MARRIOTT DR DEPT 938.01
WASHI}TGTON DC 20058
License:
CONTRACTOR EI{COMPASS MEC}IA}IICAL SERVICE06/04/200L Pbone : 970-949-0259
DBA Encornpas s Mechanical Snrs.
5541 CNTRAL AVENT'E
BOULDER, CO 80301
License: L47-M
APPr,rcAlrr ENcoMPAss MEcxIANrcAr, sERvrcEo5,/o4/2001 Phone: 970-949-0259
DBA Encorpass Mechanical Srvs .
5541 CENTRAI-,, AVEiIUE
BOttr,DER, CO 80301
I-,icense : 1-41 -lrl
Desciption: INSTALL HVAC SYSTEM FORFIRE PROTECTION
Valuation: $908,500.00
Firepface Infonnalion: Restricted: Y # ofGas Appliances: 0 # ofGas togs: 0 # of Wood. Pellgt: 0
.|...|.*}t***'t*'l*i*t+,|.l||||t'||'t|**t|||'|t|ll|||t|||l*ltll*it*******i|
Meclranical-> S18,1so.OO Resuaranl Plan Review-> go.oo Tolal Calculated Fees-> 122,126.00
Plen Chock--> 94,s45.00 DRB Fee----------> So.oo Mditional Fees--> 90.00
Investigation-> SO.OO TOTAL FEES--> 522,"t2E,00 Total P€rmit F€e---..-> 122,72a.oo
Will Call-> $3 . O O Paymerrts-----> 522 ,72A . OO
BAL{}ICE DtrE__> 90.00
lt||||||'''||tt.|||'..'t'*tt*tttttt|||||t.|!t|,|.!t*'tttt++t.....ttt.t***
It,em: 05100 BUII-'DING DEPARTMENT
O6/22/2OOa eP{G Action: COND Remaining approwal s & issuance of 801-0111
permit for Marriott PhaEe rrf rebuild.
CONDITION OF APPROVAL
Cond: 12
(BL,DG.): FIEI-,,D INSPESTIONS ARE REQUIRED TO CIIECK FOR CODE COMPL,IAIICE.
Cond: 22
(BL,DG. ) : COMBUSTION AIR IS REQUIRED PER SEC. 70L OF THE L997 UMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BL,DG. ) : INSTAI,LATION MUST CONFORM TO MANUFACTIIRES INSTRUCTIONS AIiID rO CIIAPTER
1-O OF TIIE 199? IJMC, CIIAPTER 10 OF TIIE 1997 IMC.
Cond:25.
(BI-,DG.): GAS APPTIAITCES SHAI-,L BE VEIflIED ACCORDING TO CHAPTER I AND SIIAL,L
TERMINATE AS SPECIFIED IN SEC.8O5 OF TIIE 1997 UMC, OR CHAPTER 8 OF TIIE ].99? IMC.
Cond: 29
(BLDG.) r ACCESS TO HEATING EQUIPMENT MUST COMPIJY WITII CIIAPTER 3 AI{D SEC.I-01-7 OF
THE 1997 I'MC AIiID CHAPTER 3 OF TIIE 1997 IMC.
Cond: 31
(BLDG. ) : BOILTERS SHALL BE MOITNIED ON FLOORS OF NONCOMBUSTIBL,E CONST. IJNIJESS
I,ISTED FOR MOI'I{IITITIG ON COMBUSTIBI,E FI.,OORING.
Cond: 32
(BLDG.): PERMIT,PIAIIS AND CODE ANALYSIS MUST BE POSTED 1!I MECIIANICAL ROOM PRIOR
TO A}I INSPECTION REQI'EST.
Cond: 30
(BLDG.): DR;AII{AGE OF MECIIANICAL ROOMS CONTAINING HEATING OR HOT-WATER SITPPLY
BOIIJERS SHAI.|I.J BE EQUTPPED WITH A FIJOOR DRAIN PER SEC. 1022 OF TIIE 1997 UMC, OR
SECTION 1004.6 OF TIIE 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this applicatioq filled out in full the information required, completed an accurato plot plan, and
stato 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, desigr review approvd
Uniform Building Code and other ordinances of the Town applicable thereto.
REQI.JESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADY AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
(
TTJRE OF OWNER OR CTOR FOR HIMSELF AND OWNE
CA LPE RM PPLICATION
Peinrit will not be ai:cep..td wiihottt the following:75 S, Frontage Rd,
Vail, Colorudo S1657
!{,rut drawn
pment Cut/Spec Sht:.rts
Contad Assssors Office at 97O-329-8it4O or visit for Parcel #
*
sn
'Q
\
U
N\r-$'++s
-R-\.,N)ist.\
ts
H
a
Parcel # (Required # is provirler.l ;ibove)
lob Name:
*,r.ioii
description
T-'*s\t
Boiler Location: Interior ( ry' Exterior ( ) Qthcr (
=.=:t::=:ffi--=.::a'-
Typc of Bidg: Srngtc-fanrily ( ) Ouplax ( ) Multi-family ( ) Cori 'ri(1r'd:Lil
(',/) Reetaurant ( ) Other ( )
Yes( ) No(!t{_n
No. of Existing Dwelling Units in this building: ll n:o. of lccommodation Unie in this building: ll N
'j.. ..---.- :.-'='-..=.=-' .
"-Tl'hil:
'..-.-J-t -'.. ,
St:_lqns { _l\lo, lYl,t (Jl l-ll (juldlLes F-Il>Lll lq. ll,O5 l1rJ|",ll6l lLt5 ( , \5:r) | i^_l:r l trl..,w't LrrLL w rrvvY eYt'r'!rY \ ' '' rl I
i,i;fitil;fFtdtr.*p.pd;d,easlppn-ancesI jciiLogs( ) Wood/Pellet( ) woodBurning(NoTALLowJ:zD) [\.l:--
twdd-Eurningn-ephce to tn Er.\ i'lrr':c II device? yes ( ) No
Ri
a\
COMPLETE VALUATION FOR MEcf1AN.(CAL PER'MIT (Labor & Materials) \
Engineer: A!iui,,.,
MECHANICAL:
N
Nr i:Y,xv-t\
Us
q'+******+*:F*+**.F**x.******FOR OFFICE Ll5i1. {)}lLY***+**++*****+********d(++**** ' {i6t-riffi,F-;,tt-'-:@ (\
l.-eBg_fees: ', :' _Rec..-e.i'fid_;.-.-_...--." t.---;---.,--J S)F:/everyone.ff,orm*/mechperm
V
\)
ntracl.or SiEnature:
JUN-04-2001 l10N 10r40 All FA)( NO.P, 01
$rNrou
$:"tn:alFr I lt iit PoEox 5tltlOUtl \ \ Ar6n, co E1620I nU l, Phone:910.919.17q7
lax:. 970.845.7141
Fn covgR sHEET
No. 26
PllO.lEC'l': Marriotl Firc Rcstoratiort .l(tll Ii().: llj0'398
I)ATE: ilAl}l 'l'fuilli: ll:32
'to: Towu of Vail l'l't'()Iil: Lluc''rtnpass Mcchauical Se;rrriccs
NAIllIi: l)oris N.'rlll [l: tlolly Klein
FIION|I; 970 479-2138 I'llOl"ltl: 970'949-l'147
FAX: 970 4'19-?.t1e- ii,tX: 970'945-7144
SUEJfICI': Mechnnical Pctntit
Dtis(_:lrll'l'IoN
NUI\,II}UR OF PA(;I]S TNCI,UDING COVIITT SIIh]Ii I': ]
I Ii Doris:
Wc're filing lbl anotlrur Mcchanicnl lrenrrit. plcasc cirll rrtt'lvirh (hc "tlarnage" so that I can writc a chcck to sentl
with rvhonrcl'er picJ<s-up tlrc pcnnit.
I!'ylu havc anyqttostiotrs, plcasc call.
'1 haril< you,
I lol ly
*oth, Kb,i's
JUN-04-2001 l10N 10r41 Atl
JTOWN OF VAII"
75 S, FRONTAGIiROAD
vAlL, co 81657
970-479-2 t 3t
OWNER
FAX NO.
Action: AH f:K r-o issue lf
me!, & Planning s! 13rr+ of f '
P, 03
ISSUED
I l/30/2000
ta07n000
06/05/2001
O DEPARTMIiNT0FcoMMt'rNlr"tu"o'"*'
NOTE: THIS PERMIT MUST BE PO$'f En ON JOBSITE AT ALL'tlMES
DEMO. OF PART/ALI, I3LDG.Pcmrit #: D00-0038
Job Addrcss: 7 t5 W LIONSIIEAD CR VAII,
Location,...,..: PHASE ItI - lvtARNOT IlOTEt,
Parcel No....: 2t0107207001
Projcct No . :
tE[C ACQUISITION PROPERTIES II1/3 O/2Oit() Dhonc:
C/O MARRIOTT II{TERNATIONAL
OIIE T{ARRIOTT DR DEPT 938.01.
}JASTIINGTON DC 20058
IricaraEe:
CONTRACTOR BEI,PON - RMCJIT 11/30/2c)0 Phone:
5752 IAMAR STREET
ARVADA, co
P.O. EOI(' 1s32-VArL, co 90002
LlcenEe: /t05 -B
Apprrcsvr srnrAcK DBA BEr.,FoR-RileAT DDAtl/30/ztio0 L)hone: 91o'949'9r'9o
5?62 I,AUAR STREET
Ar<^lnA, CO
P,O. BOX 1532-VAIL', CO
r|O4242,916 Charnbers Rd'SUe B 'Ii;r9'11e
[11631 80002
L,i cens e :
Dcsciption:
Dl:MoFoRNoNSTRUCT|.JMLMATERIALSAND,t.ocI].i.A(.:ClissRoAD
IIOR VEIITCLF,S AND MATERIALS
OccrrpancY: t(l'A3'M
lype Corrsl,ruction:
'I51e OccuPanry: ??
Valuotion: $400,000'00 Add Sq Ft: 0
Aonrovals:i'5Eit]' -o'-:ir o o Burr.,iDrNG DEPARTMENa
Acgion! N('}I-OUTED TO C'ARY,Ll-lx'/zooo K!{ARREN
ITEDNARDI MIKE vAUGlilAN
t2/o:i/z}Oo GRG
PJannirtg reqrrirementa
'.,:'.{:::
jlj:::11,.:1}..fjx11....................,1,{.o.T.1ljll1';:*j. 11'e s,,r'rn{.,,n, *"1'.:li:T.lif;...1......""""-1'"j'YS'I:l'l;'1""
lluilrting--> 51,9t0'oo Bctlufin Plrrl R't'i'rrt-> so'oo Tord Crlortrtod Fcrr-" 9t'6(3 'oo
Pl;vrChtr'li.-' g0.oo DllI! Fac---'----'-; S200'o0 A&tilioul Fsr*---> S20'oo
hr'.,srigrtinn.> So'oo Rccrcation Fc6----> 90'oo 'tolrl Pctnit Fcr---'-J s2'663'0o
\tril c l,--> sa.oo clcrn'ot f)cPoril----> ltft'co Pr)trta Jr-F> 5''66t'00
TOTAI ' !EES---*-> 52'6'!l'co D'\I-i\NAG DuE-> 50'00
,.,rr....arr..v....rt.t.rrr.,rr....r...aa.....t............1.aa.1...4(rati9'"'i"{t'rt"r"'rtrt"t""t"t'l'!"""L""t"""i"""tr"rr'
$ttucotrltPASS
#i:ei,{",:,
Phone: 970.949.'l747
Fax: 970.845.7144
TRANSMITTAL
No.00031
PROJECT: Marriott Fire Restoration JOB #: BJ0898
TO: Town of Vail DATE: 12/2112001
75 S. Frontage Road
Vail. CO 81657 REF: Marriott Phase 3
ATTN: Charlie Davts
WE ARE SENDING:SIIBMITTED F'OR:ACTION TAKEN:
E Shop Drawings EI Approval ! Approved as Submitted
! L"tt"t EI Your use fl Approved as Noted
! Ptinr.EI As Requested n Retume d After Loan
n Change order E Review and Comment ! Resubmit
! Pl"nt Due Date:! srb-tt
! Samples SENT VIA:E Retumed
! Specifications EI euached Li Retumed for Cofiections
L/ other:E Separate Cover Vra: Hand
ITEM NO. COPIES DATE ITEM NUMBER DESCRIPTION STATUS
1 1 121211200 Prelim T&B rePorts
Remarks: Hand written T&B reports. Stamped Hard Copies to follow.
Please call me if you have any questions. 949-17471, 470-3'102 cell
fflc \- ccT'l
Expcdition 0
Signed:
Steve Boyd
L2/2L/264L A8:23 3839L97769 THE TJEITZ CoMPAI.|Y PAGE 6L
EQUIPMENTDATA
PRortEcT hr'/ tb-.ria 11
EQUIElGrrt MoinratroN
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DRIVE DAIA
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BELT SIZE No. BELTS
DRIVE CIIANGE BELT CHANGE
INITIAL\FINAL RPM I FtNAtAMPSA4-- l'?
PRESSURE INFC'B&IATION Low wi ' Iliol
PUMP IN OUT RISE
FILTER IN onl.DROP
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L2/2Ll2Ail 68223 3839187769 THE I^,EITZ CtllPAhlV PAGE g2
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PRESEIJRE INTbFIAIION
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FILTER IN OUT DROP
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IN OUT RISE
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PROJECT //';/ z*''r')/
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REltlRRs: .- rl--*^i{oltt o^*^t R,- 160Gf tn Fa- lqC Gpn
Sent by: Evens Monds1
TO:
IIROM:
DATE:
REr
CC:
A111sono ,r, roifr 5:30PM;f,ifta#701 ;P6Ee 1 /l
Evons
Choffee ARRANTY NOTI
Jefr Tyntovich - Encompass Mochanlcal
Far: 97O,84J-7t44
Chrls Evans
Thrurdey, Darmbcr 20, 2001
Wr]rro0 Coo.ttol Nuubon 285
PrqtGct CC000 Edwards (hhop.Gdic- Proftrct No; 082.t100
trlrnrrny Cortrol fit85 Filc
s70 845 0465;
We htw bcon milled of &c b,olow tirtod wananty / rron+onfirning lnrt itm:
ls,0,0N) Edwd rds Onhopacdic
Exsrior:
Thc ownu has mtificd w hn u Ttuna uilt onhc rool ol rtc buildingfur air
condltlonlng Lt failing, Dcspicc nunvrous senicc calk by Bncwmpau urulcr thc
rcnic€ contract, no pmgnss llrls bsan dc in rawlving thts pmblom. Thc ownctr
lus had thc Tmnc rap aul to look et this issue and it is our undsrstandlng thg thCy
fuvc lsducad mo potcntlal problctttt wlth tlu unlt
Thh aait lus lout amblent catmb in place and tht fuilurar tha ownar ls asEqlcrrchtg
arc unaccqtmbla Plqsa rcsolvc thrt t$r.tAS.{P.
Sourco of Nodcr; Evans CWec Construction eroap, lnc.
f,csolutlon Rcq:lrcd By: ASAP
Per your contrrct. ptcrsc loot into rhis irsue promptly and advisc rs to whcD thil inrua will be complao, lf
you nccd acccss into thc buiHing/atrr, plees€ contac(. $En and rclurn
thb prge io Evoe Ctdfoo ColBnrcdon Group nlrcn lirfrtcU.
TO EE SIGNEI}ANDREI{JRNI'DTO ECCGWHEN TSSUE COMPLETAD
Date Complacd; Sigoarurc:
Erplarudon of Rorclulont
hqicct:
Locrtlon of ltcm:
Ireo:
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.TOWI.LOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
ort "r*r oF coMMUNrrY DEVEL'PilIT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBINGPERMIT Permit #: P0l-0047
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSUED
Location.....: Applied..: 06/0112001
ParcelNo...: 210107207001 Issued. . : 0610612001
ProjectNo : Expires. .: 1210312001
OWNER I{MC ACQUISITION PROPERTIES I06/0L/200! Phone:
C/O MARRIOTT INTERNATIONA],
ONE MARRIOTT DR DEPT 938.01
WASHINGTO}I DC 20058
License:
CONTRACTOR TOTAI PLI'MBING 06/0!/2o0L Phone: 303-393-727!
4701 N. COLORA.DO BLVD
DEbI!IER, CO
802a6
Iricense: 110-P
APPI-,IC3$r TOTAL PLIIMBING 06/0L/20OL Phone: 3O3-393-727L
4701 N. COI,ORADO BI,VD
DEhIVER, CO
I0215
I-,icense: 110-P
Desciption: FIRE RESTOMTION IN PHASE BUILDING III @ VAIL MARRIOTT MTN
RESORT
Valuation: 1,262,877.00
Fireplace Inforrnation: Resricted: ??# ofGas Appliances: ??
Plumbing-> S1s,945.00 RestraradPla[Review->
Plan check-> s4 '736 -2s DRB Fe+---->
lnvestigalion->
wil call_>
# of Gas Logs: ?? # of Wood Pallet: ??
FEE SUMMARY *t****'r:l|t'laaaar*'}*rrtrtt*tt|'iaa,t,}*al:rtt'il|++**')rtill*rrrrt**r*
So. oo Total Calculated Fees-> 523,6a4.25
SO. OO Additiornal Fees-->90.00
tt+++*t*:r:ttllllll*'rrtrt
So.oo TOTAL FEES----> 923.6s4.25 Tolal P€rmit Fee-> S23,684.25
s3.00 Paymenfs--> 523,684 .25
BAI-AI{CE DUE->90.00
Item: 05100 BUIIJDING DEPARTMSIT
06/0L/20ot DFLORES Action: AP
Item: 05600 FIRE DEPARTMnflT
CONDITION OF APPROVAL
Cond: 12
-Lff-;l;..,L11T..:.T-:.:::T-tT:.-.ff*T-::-1H..L:.-ff-,t:.-::,:..:::"-,-::5,"--1fl,tt*:-,..,.....***,',,,,..
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 Tovvn
ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved,
Unifcn Building Code andother.A"-?"f m Town applcable th€rdo.o
REQT'EsTII }OR INSPBCTION 8HAII BE MADB TWENTY-FOI,.'R HOIJR8 IN ADV
@l-c5q
+* * ** *!i * + +**'i* ***'$* 'l {r * * l' {.**,1* ** * * * * *!t** * * * * *!** * * * * ** ***'t,t* *{.'t,lr,} {r* * * * + * * * * +*:t* * * * * * ** * * ** * * t *
TOWN OF VAIL, COLORADOCopy Reprintcd on 06J)G2001 et 1l:18:10 06/06/2001
Statem€nt
'|* * +*+!t *'l * *+*'t'l*** {.:*'t *'l' *'}'f ** *'}*** * 't**{r* * 't * *** * * 't '1.** *:t*{r *+ *!**** **'t {. * * 'l '} 'lt * * '}*** * * * * **** I *'*,t * * *
Statement Number: R000000903 Amount: $23,684.25 06/06/2OO]-LL:17 AM
Payment Method: Check Init: DF
Notation: check * 1031
Permit No: P01-0047 type: PIirl,lBING PERI,IIT
Parcel No: 2LOLO12O1OOL
Site Addrees: 715 W ITIONSHEAD CR VAIIJ
IJocation:
Total Fees: $23,684.25
This Payment: $23,584.25 Total ALL Pmte: $23.584'25
Balance: $0,00
l:t* ***'t*t* ** *t * *****{r*****t f* * * **t** ** *t*,}*+++++** **t****{"1{r't*******'t 'l **++**** *:* * ***'t *'t'+++l"f
ACCOIINT ITEM LIST:
Account Code Description Cument Pmts
PF 00100003112300 PLAN CHECK FEES 4.736.25
PP OO1()()()O31112()O PLUMBING PERMIT FEES 18,945.00
hlc OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
at970-32&8dr0 orvisit forPatel #
Parc-t{RequireO ir no bldg. permit # is provided above) 2!Al9Ue l99J_
rob Name: VAu. (fln*A6 fiaa. R5toennoty'"b^.d,*"'rfi,y''*
tt* t'u1
Legal Description ll Lou ll Block: ll Filing:Subdivision:
Eneinrer: AlrhrO I flgc, /UC I nddress: 4n4n ttE Phone: 493.54b.?e7
Detailed description of work:
Irlcul Ptanattq'Sweas FN 6 tre{ auuu6
WorkClass: New() Addition( ) Alteration(rzJ Repair( ) Other( )
Type of Bldg,: Single-family ( ) Duplo( ( ) Multi-family ( ) Commerciat 1rf nestaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
se II de'ice? Yes ( ) No ( )
COMPTETE VALUATION FOR PLUMBII{G PERMIT (Labor & Matedals)
1,469,977.@
CONTRACTOR IN FORJYIATION
Contact and Phone #'s: Cel,' 471'Q?Affitce 3ea -eaeJ
Town of Vail Reg. No.:Plumbing Contractor:
Ptae .
Vlcns
-/ h// 2
S-ef'
RECEIVED
JUN u 1 1001
TOV-COM.DEV.
F/even/one/bmE/pl mbperm
ljec.l9.200l ll:08Atr|Total Plurnbing lnc,
December 19,2001
CHARLIE DAVIS
TOWN OFVAIL
SCOTT DANENHAUER
PROJECT MANAGER
VAIL MARRIOTT
TlllE: 9:57 AM-2
PHoilE: 1-9704792138FAx 1-970479-2452
PtloilE: 1-97G32&8022FAX: 1€7tr32&8024
Total Plumbing Inc.
4701 N. Colorado Blvd.
Denvcr, Co. 80216
Fax Cover / Memorandum Sheet
DATE:
TO;
FROM:
RE:
coPY & lrArl ll9
Number of pagct Including covtr sheet: 2
Messege
Charlie,
Atached is the leter you rcqucstcd rcgarding the water tcmperatur€s at the Vail Marriofi
Restoration.
If you havc any quesdons regarding this matter please do not hesitate to contact me.
Best Regards,
N0.6325 P' I
)*q\^."q-=.-
Scott Danenheuer
Dec.l9. 2001
lnc.
December 19,2001
I
TowuofVail
Dept. of Corumunity Development
75 South Frontage Road
Vail, C0 81657
Attn: Charlie Davis
| 1 :08Ail Tota I P lumb inc lnc.
total O
plumbing,
N0.6325 P . 2
RE: Vail Marriott Phase 3 Domestic Hot rilater Temlcraturas
TDcarCharlie, Itl
On Friday Dcceinber l4,Z00l the Domestic Hot Water BoilErs 3-D-1 asd 3-D-Z are sEt at
an operating tenrpcraturc of 123 dcgrces F and the storagc tanf is Uotaing at approximatcly
121 degrees F. We confirm$ that thc terperatures are effectively the same today
Dece,mber 19,2001 also, \
All tlc tub and shower valves are adjusted to full open and the water temperaturc is
regulated to 120 degrees in the mechanical room at the domestic hot water storage tank
All Uuits have bcen tcsted with Unit 002 (closest to the mechanical room) at 119.6 degrees
F and Unit 619 (faahcst trom the meclianical mom) at I 1,7.2 degrees F.
lf you have any questions rcgarding this matter please do not hesibte io coutact me-
Scott Danenhauer
Project Manager
Ph (970) 328-8022
I
P.O. Box 4385 Eagle, Colorado 81631 Fax (970) 328-30u
- fr(L Da-Pr
*P9*rzs
Irlspecdon Hi$bry
I.:DAVIS
12-1$3.JC1 inspe*tlon r(eqrrcst fr spor{ng
_ _yAl|."-e0. - ru&'rH-$F__ _
i:age 1
f;:49 am
HegiJectsal ins$e(;t L.)iite. ./{a{||e::rlav. Ce'.enr*;r i g 'ttti I' lnsoeJtlon Area: GftG
sit€ Addr6!'si i'l5 tir.. LlalHsHitAD cR vAiL
ttlARRl'3T r l+.t nsi tl{
SPf!$roruB.Eell
futndtv Bol-frt ! i TvD€ I i-CCldM l>irb fvDe" .d(;OM Sliatus: ISSUED
r)onsl lyT;' Crctufuircy R i $s€ lj - FF irisp .\fea: GRG
Parc€l' 21('!l]?2O?0O1
olmer: l"lMC ACUUISITIOMROPERTES lilc
Conbactor: BELFOR-RIIC"AT Plrcne: 9?rj,.94ti-?48ft
Apg$canr: BELFCR.nh'CAT Ph{ne: 97CL*iSl-34":+
Deacilplhn: FRE nESTORATIO+.| "iO P|IASA lll EtrlL{ilNGeondtl.nl: F€c teis p*kl . LCAMPBeII
Cro{rfilgnt S ll s'6,'e $?8O tor R'sc - F€€s + 7bO $q. n" - LCA}dFBf,Ll
Comment: Perm* har b€irr coM tol on 5;t | 01 "L(;AMpBELLCmrntonl 5.O7,fl l ROU1EO -r-O GEORGE ANli GAft Y . LCAITPE€L!-
N/ FotL FucL
r?eduesr€d T!a{-. tJ8:00 Al," Fhon€. 07S949-9491
Enter€d bj DFLLTRE$ K
hsm: !26t€m: lO
hffn; 30
tt'tm: 3d,
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fiNtL Wtu4'rL te*urW)frz-L &uQrryi
ok TD !*ff P"rrnS
FIRS, BE Fr. NOTIFIC,ITION
BLD+-Flxlttnq{VSteal
BLCG'Fcund6&rtSie€lBLDC.Framlng " ,qp9ro1rsd "
O&,m 01 -mrpector: GRG l.rhn: !'A PARTIA|- APPROVAI
Commeols. Vsrdrlglton strrd'i ench6urqr ?n.t t+Jof il iooms').
os/14ro1 lnspocrtr" GRG A{:dori- oAFAFTIAL APPROVAL
Comm€ntr" ?nd ioo{ oflly
fl9117,11 |f|ip6.clor GRti Ardc,n: F.a PARTU{L Afrpno\.tlal
Comnrsnk: 4h nocr onv.
10j'15'01 trlslloctor: -GRG Actl.rn: P.{PAFTIALAFPRO!,'AI
Corrlmertu: gtr t!oo, Srl/ Looked at Slh fts.rr. qeneraF, i\X. b'Lr! slsctr(sl rlork Jlrsl stilrlid t no rough
olocti(€i lrcpactlon ogsrovi:! yel. .{c no tr3mlnq es+foval.
1C,31,01 lmDed{',-: tiDAVlS ACiur, .e,P iiPtrR0',/E'ut
C'xnment$: fRAlvlltlC FOFI liTt'l FLf,OF O K.
5C BLDC- in*rlalho
oE/14,O i htpocts: GRG .qr.rtDn: PA PARTIAI '{
PfiOVAL
Confi!€nls: 2Id Floo{ ofliv.
t l/07,o! lmp€ctor'. dR{t A"l:Brn: pA F^lilTirqL AFFfiOvj\t
-- _.qgfulpnts: 'H&rg hr$nlouoo & rrapof rcrordlf. SW cct$rr & W. end, $lr floor ctrd E. snd.3rd lbor.
6O BlFShes|Iock].islt
08/0?/tlr InsD€ctor: GR(j Acthn: FAPAFTIAIAPpFOV'Ai-
Cornnrpnb: lD$lds lay6r dryF, l, *bnttfa$.n stufr enclo$ur6n. ?nd {lcor. Wltl gei ; lay€rs oil r}rrtsiaie of 3l€cl
fiamlnq.
70 Blf,ti-Mnre . " A;rpwsa "
REFT13J.'F.un lC:11.,1:.1
Inepecfion Reque*t
09/2SOt
Commentr:{0/t*ol
Cofitm€r{s:
10r3r/tH
Cofirnertr:
09/?SOl hmoclor: GRG Acfon: N(}|{OTFED
c,ommNfi$: E$ilng gurhlraih t$ sxisffrg galr to$o|3, v.lilch ,re not belttg to.rchsd ss D€tl o( thb proJact tt|!y
fdnrh|eh.hD.Cio': GRG Ac{oN; PA PARTIAL APPROI/AT
Flrfua{lno rA cor'|(hr ulH* & barvern cu€st tcofiis- ISEI d zhd froor 6 rA o{ 3rd froor.
h'9$cbT,. ERG AfTTon' PA PARI-IAL AIOPRCVAL
4ilI'lbof. e[ ercor)t W. rrtd W. o{ $tiinr€ll. tlte3toDdm at lorc of r%lh. etc^hrofcbc cDAllS Acilon: APAPPROVED
FIHESTFII.I(i AT TOP OF WALI$ICEAJ{G PAN AgSEMBLES O}T-Y
{ll07,Cl lnrpoclor cRG 4rcilor
tnmants: F[a sdtr€. $W cotncr 6|fi tloor a{ld rrili{rggqrlCrrE R$sdlry.RRE.'TETIP. C/O -
l.€.. SW cnd of noor.
EOUtp[4Er.tT O].r 2ND STOR'|, ROOF.
I-IOT SUPFORT A IOCU SI.IOVULOAD
TO AltY ROOrt
{x}1
633
ti:u
lbm:
hrn:
lldn:
S\s'*
r]o{nrnenb:
Ubb$t\s€-- U6[ Dt55t' t\
- $otD€. 3xb
st€Lo
YAT;OF
!trm: 53fA6r: !38
Itom: 5Sb0: 5,dO
dc., brF 6,li b€ rsch€cf.d.t fin€ d T.C.,J. Inrp€cthn.
PI.A'{. FINAL C/O
FIRE-FINAL C/O -RRE.FINAL
PW.FS$AL (:JO
BLOgFhalgO
AI.L STAILTO$IERS
I, r UNrcOVERALLS}'OKEDETECTORSAFTERFINATCLEA\IANOTRIOFrvbb ,
Itcnr: 9) BLDc'.Ftnat : c0Avt$
dl r.f,ilb fixrd hcvc dl spdr{&r lkfl ot|t completcdl.|ncov\.r rli lnrote fi.cbrs ilrhcn fiml chan b
coffDf,lod
uril6 1O1.t02.1t8.112, 4o1.&1,412 frrstoll gu.rdralts rt.lecF and trench door op€rilngr
1?tO7tO1 tmp.cbr: cd{rvl$ Acilon; -[nruOnflED
cntmcnE: uNtTs oNLY COTpLETEO r.ro OCCT PANCY ILL0i,I'ED UNTfi- FrJr-L rco lNSPECTlClril
Aclion: UONOr|RED
Af{D 3RDFt SATi€ C'JRRECNONS, TO COT'PLETE 9PRI}tr(LER
RE TO BE INSTALLED IH UMTS ONN-Y.IIO
INSPECTIOiI Ig PERFORMED A}.ID ALL EXITS
AIID
FRE ST[.I. REOUNED
UMTS
Tl0l-18'
SPR0dKLER TRnl oUT
GSAT EXTFFIOR SUD|NO FOORSlStorol h+g{gr:AcTIon: PA PARTIAL AFPROVAL
CoormcnE: 5th'& 6th fioort. untB oritv. Floo. '"ravorlftl5 nrt in ot ln orogresE. Thls I ofi.. mtscclbn€ous trim.
dc.. h $ril bo Jscr*c{.d rt fin€ c{ T.e.O. lr8D.rctbn. -
REPTl31.Run Id: 1143
[egt neportng ---rcTd-_-6-49_qru_ -._.-__uelu.co .rauuu.Of
Requ.chd intooct DrtF. Wcdnc€dav. B€ccmltcr {9, 2001- fnsp€dtonAreq: GOgltc,cddreft: 715 W I"IONSHEAD CR VAIL
PHASE III " RIARRICIT HOTFL
ArP,I) Inlbflr.Uon
A.lfvllv:
Con*fy16:
Frttrgf :
Clwlnr:gofirctor:
A9plksnt
Daicilpfion:
htdcs:
l{ollcs:
lnspcctonHlrbru
lbm: AX]
}IMC ACOIJSIT}}N PftOPEFTIES F.IC
El.lCOilFASg lrECtiAl.lEAL SERVICES Ftpne: 9711.949(}259
EIICOIPAES lffiCHANnAl SERVEES Phone: 97G94€b@59
INSTALT HVAC SYSTET' rc,R F]FE FfiIOTECTIOI.{
Sec BOI -Ot I t htr ilrfio.d fishamrol Dlor}$. - OGOOOE LL
roubiJ b G€fytor apfldnll - DFLORES
t 0t-0084 _ Typ,e: SITFCH
Oftupancy:
210107207fit1
6ubffi: rtC$trt $Hus: ISSIED
hsp &c!: OD
Rsflr€sted Tlme: 08:00 All' Phorp: 97tr94$r74? ol- t}}44$
?506
Ent€r€d Bv: OFI-ORES K
Rcoucllcd Insoestonld , ., _
ftnn: s.a-srer*fl..c tttFCH f tUvfL
Reque#: EtlCOfrlPASS T|ECHAI$C L SERI ICES
Commgnb: WfTHROUGH LllfTH CHARtlf
Ghnad To: CCIAVIS
ThrG Erp:
';0,$.-J6 2rr. &zn,cz tol,w
ilEcH-F.ougfi - Approvo.l -
TB171O1_INrDdof: GRG.- AcIixI: PAPARTIALAPPROVAI.
Comm.nb: ld lloor & po{l|o|lr and & 3al tloor on} - fan-csH unlts. dtrcb. c#rcr.uts completa e:tcrpt rmldr
chcd oft lst lbol. Rooml ?O1 onct 3t)i now aho comEhl6.
I)8€OO1 TrsD€cbr: GRG Ac-!on: PA PARTTAI APPROVAL
Corfi|cntD: 4t|'noo. mfv, Exhaurt ducts. Contlnned uslno t2'+ vorllc.l .)drnslon of lndhddu.l duct lnb rndtgtrarriil (rrds s llar Ercsttori tl !o Ss. 719.11(3.). 1Sl7 l-EC, so ffc d8mpers tIt NOT
ra$.rh€d s f|dlvfdrd hotd roorn irfuuet $J{.ts an'ter th€ mrln yr |c€l orhat|st djcts. fiNy 3mnait flff ?r drmp.rr rt |tnt. }o(,dortc unl|tt Exc*rdon tr S*.713.1O(3.i h m||.
Og19{11 lmD.cbr: CDAVIS Ac{on' PA PARTIAL APPROVAI
CONTNENb: ASOVE LP ROTJGTI hI FOR EX. VENTS A}|D FAN NCXL INSTALLATIONS AT THE
CCII.SER}ICE ROOI' LEVEL REFER TC R6LD PLANS FOR EXACT LOCATK'iIS
O9I27IO1 T|rD.cbf: GRG I Acdon: FAPARTIALAPT,RO/AL
eomrn€r!&; 5tf tloor, rxcm{ Tlnberlfid urrlt W, end. vent &rls md brFcoll unitr and l€st of ',C', coi$lr€nco
orN{b hwl.
1U?401 hroeclor: GRG Aclh{r: APAPPROVED
Co{ntn fit; t{liy frplau0r}aflt l,gtler fluc orl up !o roat d.ct . Termlnat|f$ ttrrou0h root to b€ donG hbr h
conruncuon wun turrct tedrr{r, rtc. C]|{ to cfrnsff ct 2-hr shrll trrryilnq fDr n€w flue.flll$tll lnqicclor. GRG Adtsn PAPARTIALAPPROVAL
Commonls: ll* bo{alfu6 ren*p Z mu|h bcile* ori uc hrdrah roof o{ 6th tloar = OX. Pnvtourlv looftod at
fuc bsnroan bofl$ ro&n rnd 6th flogr, Wtlf rtlt ndd io Inrgect llnal tdrminatbn o{ tld6 incidc nil'ttrtct'Itsm: 310 $Ectf'Heednl
. o?/2?i/ol linpecrn'e: GRg Adlon: FAFARTIALAPPROVAICofimentr: ?| lor,el (dty. { 1S'8') hvd onic plplng. Chillod r,lrtgr aftd }.t, n&r pr€s$rte lcs{s @ 100 pd.
OAr(I1,O'l Inrorctorl ORG ' AElbn: PA PAFTIAL APPRO\/ALOar(I?Ol lhrp.chr:' ORG
t.' *r
i
--lo,
EEPTI.31 Run Id: 1143
,,*l*
;
a:otnrn€nu: EnEii{r6i1?--; ro6t*ffrf i:diffiiBAm-elffiiHEucb-. }t{ txcca n-tprii aol
0&07i01 lnrpeaor:' GRG Adbn. PAPARTOTAPFF.OVAI-
Comncnts: c$'hu'd Ca_" fl'omn) hyrltDnlc plpftg. ? ga.qei e 100 Fel for hoi watil & cnilod',?abr,rcpcctvbfyf_
08i l6/0t Imircctor;-GRG Acffon: PAPARTIALAPPROVAL
Coo|Irr.rtD: tdfoot chnH ud€r & h..l inE.2 muocs ED 1fi) oel-o&3ryfi h$.tlori cRG Actdn: FIpAftIAIAPPROVAL
Cofirrncrts: 4tr'flmr onlV, copps hyrlro lln€i h fen coll qntb, hot& chllled. ? giaugca @ 1O0 Fel.O9/19,o1 hnocctofi 'CDA\it9 Aeilon: PAPARTIALAPPROV{Corcrte'{r: HSAT LI}.IES|/I{OT T,VATER AT CON'FREI.ICE ROOilI LEVEL REFER TO FIELD PLqNS FAR
EXACTTOCAT|oil
ALL tlf{E$ Ut\Df;R 806 ISTATIC TESTltyot0l h|Ecctor: GRG Actlofl: PAPARTIAL/UePROVAI.Corilnonli: Rc.ndD{h of hldron! pFtfts tor'e'g|Isdc lc}ct. bct on cHlbg rl,lt€r Q 1m pd.
t(y11/Ol tn*e'rctor: lf,T tEtlon: PAPARTIALN9PFO.'/AL-
Conrnenhr: 6tr'Soor, hotwser6fi. chltr€d *iter 77#
PI*UB'€6Phfi'r
ilECl.FE$nuCHoodi
07J13101 lnrDoc{ori GRG Aclhn: PAPAfiTIA|APpROVALCofir.|lt$: S almudt,Bnl ducb on il€r,. 100& 6 exh.urt {ent ducts on €hv. 110. C[( to.oclo'!e/cov.r ducb
{,tb grdl mil EonlFuclbn.
llem; 3t5btu 3?0
lbrt: IISO
nam: 3.ff)litm: 3€O
w27t01
Cofimen!9:
1(y11i0t
Comm€fiB:
1flO1
Comnerni;
12i040r
Cofintents:
1ero6/01
Commf,n|Bl
121&O1
CommgltE:
iU'l{Dl
CofimanE:
Ac0on: PAPARTTALAPFROVAL
' pAPARflru-eppROV*i-
NCTIFED
q--)
ot corE rucllon undcr lhls Fennft 13
$td llanl overcdovls Actton:
TL RNAL FOR AtL zND8 3FIO UNITS HEATIT.IG AAID \ENTILATPI.I IN
6 lbr r6f,6DbrKo of nrachrnlcrltln l
FA PARTIAT APFROVAI-
) FLOOR UNITS HEATIT'IG AAID \E'''
#L IIMEOF TCO.REOIJEST FOR Ii
Y
sffi$
htD.ctof: cda,vl6 Artbn: FA PARTliil APPROVAI-r[ l$t lbor rfld 4th lbor unfts cosnpleh3u!fiil bdaflcl$o rcmd for tffiJ|o{ rffif . and €rflHlDn s\rstoms d rFn o,f TCO
h!DECb|: CDAVIS Acthfi: PAPAR'NATAPPROVAL
3u!firil bdarrclm rcaod tor hsfti rffir, and €rflHlDn
hODECb|: CDAVIS Acthfi: PAPAR'NAL
b|rocctor:
'C! lnel r
roffisfffi'C! l$ol |,nty. unlb orily. Nl gdlt,'
"ac
. h Sace & mtr'h€nlcol sl,3tcnt3 eppor |o be fuftilonhg.
A$ anre lo fr mchcc*6d {i ffire of T.C.O. lndo.cfho.
ITTDTCIJfi CDAVIS ACtIOfl: CONDAPPROVEEYCOIJBITIONS
Pfff:A'FE BAI"A'{CE REPONT FOR COMPL€TE UENIIIAT|ON SYSTEM A}ID IIOT WATER
irloictho.
CONDA
I/EIJTILATIISN AI,ID TIOT U'ATER $YSTEM
'ARTIAL APPRTTV-AI
IEATSYSTEM
IFISTALL TIO€TWAY DAI$PER PER APPROI/EN P|Jqd.t
RSPr131 Run IiL; 1143
u'
I I
s
1o
1:-1fi?001 tnspecfion Requeot Report|ng6:4-$_qry-r .Vl|lL.Cil.:filul{t{ CIF
Rlquested lrcp{ct Dst6: iryerlE+sday, D€cr:rrrber { $, 200x
in3$ecuon ArlSi
F[qu, LsJr'rsHEArr;R vArL
giD l4lonnCggtt
AciMtv' P014$47 T!sr: FpLMB SubfyF€. ACOlvl
Cons! TvDa: Occrrnsilcv' ili'r;'Pa;cfl 2tOlo7?O?'X)lO*rer HMC {cOUlSlTl,DN pROPgRTIgS INC:
Coofoctor: TOfAtPLLtft4BlilG Pl$ne: 303'333-??71
A!'pllcant TOTAI PLL,i,/8tf.tG, Phon€r 303^393-7:7 i
Drairiptlon: FIRE RESTORATIoN hI PHAeg FUILDING I{l €l'-rA,L hilAFFIOTT MTN REgonT
Page 14
StEl$: iSSUED
Incp fue€: GRG
u**rffi* Rr^B FrNlienr: fistrPEFFffi I L't ' - ' -Rcqs+sted irne: i8:tl0 AM
R€qu€co{: TOTIrFIITEE!{G A n ^ Ar. Nf lt\ Fhone: 1i}}39-.'i2?ilienr: fistrPEffiffili- I -' ' -
-Rcqs+sted itne: '.i8:(r0 AM
R€qu€co{: TOTIFFIITEE!{G A a. n A-.. nf lt\ Fhon€: 1i}}39-r-i
,ffiSH: $ffioueH*lrHcrlq^L* HPPtruv*'4) FrrteredBv D'L.RES
Aclbn: _ nnlo Ertt.n^--;---;,/^]/-rp,pr P-ec'D I fyzL Aeaurr^,/*ls L.u Pc{tL
nG|n:
l.hffi:
21O PLllBundcroround '" Approyod "
0440/01 lmoector: GRG ' Action Af ApPRDI/ED
Comments: Lorfocl hvel 7B'-Cf onrv. Wds coiurnn tesi on sautr sitck-
??0 PLMEFou,ol'J$.WV ""Aourowd "
o7l3lror ths&€(tof' cr,Avls' Acrlon PA PAFtl Lqt IPPROVAT
Cornft€fltA GKOLIIID LEVEL TO THIRD LEVEL Dlvv
'T.ISFECTEL,
08f13101
Crmments;wl441
cuwn6{t-$
tnv?4/ti i
eommsnts:
{.Jr.ttTs s8.12.14,18.1a.2C., t06.r08,11e,114.116.118.i$$2 i3 $OOO AND EVEN)
FOUF, IIIFFERE}IT ruRTES'IS PETFOHED WITH ALL I.{,AVE S f AiR
tfED€dor: SRG
lFOfr{EDWITH ALL I'{,AVE Sf AiR
Acfton: PA FAR]]AL APPROVAL
'nmb€tilne" rmrns €{}2. 0O4, Ot3, iU4. 102, 104, 121. 1!4. ?C2.:o4. ;22,274 or*t.
h8pcctofl GRG Actkx,: PAPARNAL APPRT)VAI
Gnjund hvel comptiib, lst iov6l af,Dr fiald. v.irdhg & l€urxrry,zr'd |c"r€l 8ll buitem.
rneldrver*flm & wlll h,e ..Jdln6 2 slotm llrtci dD €. 3fid :ifcl lrvgl all i)ur 3O1 , 30f, & mtH
(,rouftd l{tvel Com0lillF, lgl iOVOI Afl Dtll fial{,. V.indtng & Ululxlry, Zr$ |c'f€l all DUtt(U.1.
4rldrvcr*flng & wtll b,e ..Jdlng 2 slotm llr$$ @ E erid :ircl lrvgl .ll i)ul 3O1 , 3Ol & mtk 'vendhE.
Wdlar c$lrsYin t€Etg
lnspeclor: - €R9 a.(,f on: tlA PAFTIAI {f{3ROVAL
Arlitcd rofo & vandiry! at66i grorrnd - 3rd firxlrs, vatei cclumn l8€t. b'sJJ no{ cotnpleb th'oqoh
Commefis
f,€/1et'&1 lrBDe{ta{: GnG AcUDn: FA PAR''jAL AFPROVAL
rmmefis: Sodrth ii*a of 4th & 5th flcors er.sct Tlmb€ilins unils, Jvri€i cclumrr te:ui2oi01 lBepecroir Art
ntmeftt*: AFPR(.}'diiD RI
Tlmb€ilins unils. Jvrl€i cclumrr teit
F.ctlon. F,FAFPFCtfin
Cooim*nt:r: AFPFC'dED l?EfdpjllDFR OF OWv EXCnP'r FOf,i Ut'ilT$ ,rdll,4{i.!, soi & scg. 18/0?/01
Commenls.
1oro4i|1
Ctmnr8 tgi
1fl|17iU1
Comments:
t'l;0'l j01
INSP9CIFT: GfiG AIilON. $IF I.ii:T READ'/ F'OR IFISPEC'
J'lot ruauy- - Urlrts 401 . {J:l. 5t}1 & 5o3 nict ready ?or li'iet€ctori. rro{ app ov€d.
tnrDactoi: cde{ts Lcirorr: FA PARTIAL p,PFROVALInrpocioir cdar*;
rr'lfur $4iumn tasl unii$j|ol ./U33.501-503
Ineilc*tor. GRG
t'oitding ar€6s, 4{ frn+s, water (olunrn tbst.
Arilon. $lF l.ii:T READ / F-OR IFISPECIIOi;
,F.rtlorr: PAPARTI.
A{fioII I'IA FARNAL APPROVAL
-$.iu.
REpT13L
itfip€rldr: cdsuic Actlon AP AFPROVED
Ru.n Id: L143
$_:!e_qm .-valLgo_-TovytoFcommm&: ttl toor bundry room and rion8 5o1 & 503 qod.| $al€r column Fsl
lld$ b lhe 16l ol all Dlll/V rotnh InsD€cltons tor th€ ilol€ttfi/2lnl FEDecbr: CDAI'S - 'Acuon: APAPPFOVED
Conrmentr: UMTS 225 227.325.327 APpRovED TESTED WITH $ AIRTEST
- -edim-affii- iii trooi
-t6irrxirv
r dm'iinTiiir6Eof lBT 6aEf inter iolirih i*t
Od$ b lh€ 16l d all Dlll/V rotnh Insoecoons ?or llt€ ol€ttfi/2lnl fitsDecbr: CDAI/IS - 'Acuon: APAPPFOVED
CONTMCNIT: UMTS 225 227.325,32? APFROVED TESTED WITH $ AIRTEST
23O PlttFRqrrfr/llUaler " ADDroved "0013&f Freoecbr: GRG Adlon: PA PARTIAL APPROI/AL
CornrfiarB: Wdrr on Fbors 1.3. Mrdlo|e o!uo6 & tfi) D6l.o8/l.uol l|Ep€ctoi: ffiG - Acftn: Pn enRrlA|- APPp&/AL
Comms*r: Wd.| conroloL otor.rnd lhro{toh 3r.l kvel. lm p'Eil€rb.
- 08/2401 tnspector: -'- GR6--d,246r iil;*toli-G-Rd -'-Act6:"PAFARi-fuAPPRova
Comtr|crdr: Adibd makt & vendkE .rac lh.ough 3rd iloor, I m p6L Ul&r nory compl€b I d frfr - srd floof,
h,lnotgroundnmr. -
O9/18,O1 IIspcAd: GRG Aclbo: PAPARTIALAPPROVA
eo!ryLre.r!!!: 4tr'toq, I g6ugr€.por sach 4 rooms. -100 pol
IOOCOI ncoecror: -cOivti Acton: PAPARTUTLAPPROVA
Comnrodr: wcbr malns lor oroond lsvel undor stre€t DrG$l]e
- t(yl6/01 lpgrctor: ARj[ ___Actbir: PAPARTIALAPPRoVAL
Commrnts: Ah-tloot. erced fot Unlb 501 lt sfft.
1W17lO1 h6Doch{: 6RG Actlon: PA PARTIAL APPROVAT
Conr4lqp-: 6tl'tloor only, rorHng pIssur€
- d'/u.,t ffi;, cRg
lnspecdon Request Reportlng
- vAlL qo_- Toyyt -oF
GRG ACIfoN.PAPARTIALAPPROVAL
comDlel€ lhrouoh 3d tloo.. m D6l teal.
11lO1lO1 ]n*pecior: 'cd.vb -' AEtotil APAPPROVED
C;o|nmerils: I Cfloor hsndrv rogm aDd unns 5O1 I 503 uxbr Etoel'prs$rure
Thb b f|. bor of lhe ,oudr ycaldr tniDodlons ,or tha D|oleclfin7ftl lnapdor: CDAVIS - lctlofl: AFAPFR6\IED
Cqtlmcrt3: UtfifS 225227.325,3?7 TESTED wlTH 9(){1 AIRTESTHn: 240 PLUFGesPiolno "Amrovcd"
o7t31lo1 lmbector: cDAVfS Actbn' P PARTIAL APPRoVAL
coMmEfib: IiIELOED GAS PIPIT'IG T,IASITESIED WITH 6{T AIRTEST
@1301 hilDoctof: GRG Acf,on: NRI.fOTRE DYFoRINSPECTION
Co|tnnentr: Pldno_lncfalmon bokod Ofi, but gqgs h6d dropped. Ca[ tor r€lnspecfbn wfm af p.6xre ti
lJin y.lfl Fa i,vrrrrrE|lE rrrrran.tlrr ttia rrq.r av lr-r rE ..firxtlo1 n*dctor:- cDiqus : Acflonl AP APPRo/ED
Commonts: Flt,l,AL GASP|PhE INSPESTION 1# AIERTEST
OJ(. TOHOOK UP ALL GAS RREPLqCES.
hm: 29O
AcOoN: PA PARTTAL APFRCn/AI
UNN227 INSTAIL KITC}IEN SI|{(
LNrlT 21O CORRECT TRAP ARM REVERgE FLOW
, " TJNIT 206 & 3ffi NOT READY FOR ISNEPCTIOT.I. I,NIT 204 INSTALL KITCHEN ShTK
Uf{TTAO6 NSTALT TftAF PAD6 FOR ADA UNIT
IJ}.IIT 213 CORRECT TRAP ARM REVERSE FLOW' REST OF IjtfiTS Or.l 2tlD FLOOR COilPLETE AllD APPROVEO
DIO T'JOT VISUALLY.INSFECT 3RD FLOOR }IOYiIE\/ER THE L]ST IS THE SAME AA FG THE
2fito FLCTOR
Run Id: 1143
lhn: 25() P|.MB+ool/tlotTnbhil: 260 PLllBUtsc.
o7/i'1/01
Cdiln€nts:
' 6g1soi
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hip€clof: COAVISI AcIIoN: PAPARTIALAPPROVAL
STORM DRAINS {6) IAISPECTED THRU THE FOTJRTH FLOOR ALL UNDER WATER COLUTS.I
TEST
lnsDsclor: GRG Actbn: PA'PARTIAL APPROVAI
Rdf chaltr3, ltorm & o\rerfloyr, 4tl & s'fi lloott, |mier col$nn t6t.
lnsp.c{oc GRG AE[on: PA PARTIAL APPROVAL
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17Jos!O1 l'r3p€clor: CDA\,IS
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Requested lfisFrst Date:
Ingpecto|i ArEs;
SltE Aedflere;
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O7i3l;01- inrD€(tor. CDp.JlS' A€trxl PA FARllAt APPROVtu
Cirnnlsnts: GFOUNg LE-ilEt" 'fC THiRD LEVEL CWV iAJ$pECTEi)
UNfTg *.8,12.14,'l$.'f 5.t0.10€.. 104.111, i i 4.I'16.1 l$"?0&31t $flot, ANO E\/El.l)
FOUR DIFFEREI|T AIRIE9TS FEFFC&fiD WlTl'l .aj-l HiqvE 5 # AIR
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trep€clor': C{RG
C'/4. 1ol 104, 1Z:. 1A{, lO?. ?,s4,2n.224on,tt.
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Gaound teirel comaasle. 1st kv6f alt bui trtald. v€ndtrv: & la.rqdrv. zrd l rv€l all but t?6.
rflrl(l,h/B|1dlng & v,{[ be addln€ : C.r.rm llns$ @ E. trrd. 3rd l*vel rlt tir.iq 3Cr1. 3Oi & nmt(Uvondlng.
Wd€r cslumi, tgits
|nSPEgTD'. GRG Ar".lioTr; PA PAFNAL ,'I,PROVALAdfu lltqld & $enq|nE ar€tr gtounci - -cfd f;o{rf$ *r€tef c$liJmn lefi. !-)v'lJV noit'comFlet* tffcqJgh
3rd floof.
insp€(icr; BF(G r1q4!,n: PA PARTIAI- iVrFrROV.qI
lioitllr sftle r:i 4ti & 5th fk'cvs aice*l 'ihna*rilng d.*li, w€lef c,riuprr' lasi
fri$r*clnr'.' tut Ailtiori. F.$ Flrfl?Oiif f,
APPr{(ivEr) REMNNDER CF DUUJ FxCgPT FOtt Lfir5; *J',l,nttJ.5O1 & 393ln$Fidor. GF(G {rtrrii. l*l h,gf ReADY FoF lr'sFFCTlOf\l
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08/13/01
Commsnls:
0914/ol
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11tZ7tO1
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0A/2/$01
Commsrltr:
09/1a/01
Commcllr:
100lU01
Co0rmanl3:
10190{
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12/06/01
Qomm|ntor
12'O7/O1
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13/10/0{
comnofili:
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Inspectlon Request
& ff)3 r8l(Lf rrwlst cdurffi t€sl
2?s 227
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325.327 AF{fiOVED TESlEDWITH 5* AIR1EST- epgovod*hr}tctd|l €RB Ad|on: PA PARTIAL APPROVA!
UlffimFlooB 1€. MrifriDh oauo.e O 100 !61.
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liJals comofetr woqnd lhrouoh 3rd !$rel. I rl0 FBI t€sis.hsooctor:'GRG - Actorr: PAPARTTALAFPROV' t
Adfu iltfct & ..ltlithg ac'e ttnougrh 3rd tloor, 100 pol l/Vabr norr cafflFl€ts 1d ioo. - A{d fuor,
brtnotondrm||oor.
Incgsdd.r: GRG Adlon: IPAPARTIALhPPROVAL I
/nh 0oor; I oruoc hr aach 4 room3. tfi) Dri.frrpcaoc -cO5rai 'Acdoir: PAPART&qLAPPROVAL i ;rdlr mthr fof qr(4gld hwl undat ib€tt pf66s|Jrs +.ihrosdor: ART Actofi: PA PAFTIAL AFPROVAL
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6tr'lhot onlv, *trttno Dr.rlum.hrnctof: 'gevb - Aption: AFAPFROVED
1tl0oor btrulry rmm rnd unlE 501 & 503 tr|dar dra.t p{.ss te
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UMTI} 2253?7 3?6,327 TESTED WITH 90il Ail?TEST
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Comtncr,t: Roc fae* lroid - LCAMPFFLLAr ildvundrli $lill oqrg $?80 for Rer. Fee* + 78& sq. it. - LC&MFBELI' Cfinrne$t Perfl ri! hqs boen p*id for on S; i I /ll't .LC,4h,lPBHl-t.
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i:omne ntr: 2rd floot +rriv.
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1Qr15O1 h3D'cctor: 'GRG ,j\dh:n: f:A P.4FT[AL. AFI]RQi/AL
Cgnm*nts: S$ flr-* onty LoorsC at 6th lk$r. E*fiergll'/ i'q, tdrt alectlr.rl vd?rk l..t:t ,*srtad & fic,rough
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Co{rnefirs: 2nd Floor Or$(.
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Comrn6nls. CBillng Ins{ltir}on & vEpfl rfltrro€r $w* comsr & fl,. crlnJ sth llodr lntl E ond 3rd ioor.
il€m- e'J Blf)G.Shsarock Naif
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hrapecto'i .G'RG ActIbn. PA PART!{L APPROVAL
rffi'tloor. aX oxcafi W, md W. of sttlrwrl. nlEsbDottlo at bF ot ivllh, ifchtloslor: cDAvls Acton: AFAPPRO'"|ED
FIHES FhB AT TOP OF WAttS/CElLtMi PAl.l A$SEMBLIES ONLY
UlllTS !{17,509,51t;013.6t?,515,518AtlDCOnlffiR Oli 5TH FLoOF Oll NORTHSDE TO
uNfTS{r7 Of\LY.n',.THIS DOES $IOTS{CLUC€ OTI"€R PERNEAA
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' Page34
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R6qu€Bhd lrTi$e{rt Date:
Inspectldr *ree:
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t{01-O0q4 fvft: S.UECH. Occupahl-y:
?1014:?07001
Frlrlar. Decflmber 14. ii061
GN
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INSTALL FMAC SYIITETJ FOR FIRE FROTECT}OII56 60l-0111 tor rtarnp€d mgcforlhsi plam. - GG.otlflELL
Ioutsd to Gary t()| Epprovall - OFLORES
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Item: 390 tllECH#inat \ u rra v' / Recuested llmel tJI:00 PM
Requeator: EFICOMPAS$ n EC|fANON. SER1JICES t phc.rii: 9?F94*1747 -ol. 303-44$
Comm€nl3: 3967366*bgl*: cEr{MS
8ft.m,.rcrl.lo kW Pravrer-o
lnunac{&illFlstory
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DBl1;O'i- lrnpoctor: C'RG' ' AiJion. pq PARTIAT- APPFOVAL
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cbaot on lct llcor. RsofiE 2Or gnd 3ti1 nc+.r qiso comslst€
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crlnust .luclB a3 pef E{csFtloo {1 1o 5sg. ?1 3 1 't (3.}. 1gJ7 lJ€K. !o ftre dtanrpsfs ere l€T
fqrlrad as lff ivHual frotel rooin srhru.rt cklcls rnEf tir€ rlrs{i vsff.al €firausl clucts. Mav sdll
noor, finohB arifrrD.d* rt ttrii€ loca#onr un|€s Elcastlon l$ S{|c. : I I t(r{3.i b nlet.
09/19i01 lnsoic,tor: CI}AVI$ A,rtk,n: PAPARTIAI ,qF;',fiOVAL
COMm€nis: ABOVE LID ROIR}H $'I FI]t? EX. VENTS Ai.Jtr' FAN ';OIL IN$TAIL4IION$ AT TT{€
COI'lt:EEtlC€ FCOM LE\IEL F€FEF rCJ F|ELD PLAbIS FCR EXACI LOCAnONS
0gi2?101 lffiFsclsr: GFC Aati6n: PA PAfiTIAL APmOV,ctr
Comr,tc s: 8th thor. erceF? "!'lmbsr!Fp1un't W. inal. v6nt d$.t3 snd farlcc,r| uniis srd rftl o('C', contdurc.
otrdB t€Ytl. I10i?4/01 lnepector: GRG ./ Aclon: p.P APPFCVEC'
Commsn$: l.l3rv rasl6csm6nt bdl€r nua oo i,p 10 |asf o€cfr. Tcrmrfielkn thrguch roEt I'o b6 dorl6 laler trl
cofllurrctlon Wth r{,lrsf lgaldrr, €lc Of( lo ij,rrslrugf :-i]f sfrsfl tranlrlit for n€w flu€l1'15r0i ln6D€ct+r: GRG ndion FAFAFTIAL AFETFICVAL -i
CDmm€nlc: N€iv t\.dler ilu€ srrvtnq ! s:outr i'rribrs on us lhroilcl ruof c{ 6th llctr = OK Prevla{Jslv looked atfrl' te{rrise*r bcllet ro&r 6nd SS, tlaof . Will ttilr n€iic to iffiD€{t flnar len inatiorr oi tfui In$ld€ ne\tr
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EX'CT TOCATION
ALt LITG$ U|\I[IE,R 8{ts $TATIC TE$T
tg01lB1 hrD.cbr: 6R(i Actlon' pAPARTIALAPmOVAL
"1m' a:H*lF 1fr*tx nidnF tio"csldi "$xi,HfrfT#osfie t* *'
CrrnnE S; 6ilr-lbor, hot sdir 6(X. chill€{, {ffi 77T.
PLM&CasPhlm
lilECl-FErhruil Flood*
07/1301 In*paclor: GRe AcUon" PAPMIUIAPPROVAI
Corrnenb: 8 a$ilrl Brrt ducB on olev. 100 4 6 exhNrd vent ductr on elev. 110. Ol( b onchri/co1'|f dJcb
rrtth stlq|t mn consfur[9o,
U9?7I01 IffiPsIoI: GRG Acthn: FI PAFTIAL APPROVAL
Comn€nts: 5Sr fhor \r€1r| diclg, all orcspt Tlmb3rlina unlB.t(ytt/0r !!pp!cbt;- ART Actlon: Pt PARTIAL AFPROV'(
Connnedr' E|h'tcfFa6lh fioor & rool, drc{s ild unll bmklllloni.
[|ECl-lSuDDN
fiECl+MGc.'
UECI-FFlnaf
11/01/0t
connr|$s:
hIOTTFIED
[rrn: 315llrm: 3?0
nsn: 33O
frarn: 340Lrn: 390 I
t210401
CornmerYls:F*.lAl
'ce9tlu
B tor rccegtanco ot mechanhal flnsl
Aclbfl: PAPAFITII'i1,PP66Y4a 'l'
E 3FD FTOOR UI''IITS HEATII\,G AAD VENTN.ATEil T.I
T AT TIME,OF TCO REGU€ST FOR IGAT SYSTEM
l$ THE SArriE
.2(n.u1,21e.21d214
Bsur4c,(p K tb06{
l-fl'+rcrrt*r\ ntr|fir Dd{V bs{F
'ALL
1?/06/0{
Conm6nlr:
12tO7tbl
Comtn€rti:
1A1AO1
comm€nE:
Itn9.cb.: sdsvb Actlorr: PAPAFTIALAPPRCVAL
a[ l* ltoor tnd /frh th'6r unfi$ cofipbta
rubrn[ bolonc|l1F r€Dolt for h6at.hcf $ntci, oDd \ilntHoi sy\st€m3 d lrlro ol TCOllr$.chr: CDA\nS Action: PAPARiIAL APPRCVAI
TI'LEVEL L,MTS COMPI".ETED T
PROI/IDE RAt"I€UCEREPORT FOR HEATllJ(i.VEr{T[rTlOfI AND l'€T V'I'ATER SYSTEM
lmD€ciofi [GRE" I i J, t tcrtrr r AeipO:\pA PAffTlilr AFPRO\aL
;t"BSH!Iii#"t'lbHl,#ffi Ui*gSJStKttffi )" o*rob"'uncdo{rrrB'
Eln l,rTrl 2 ft:n Id: 1-L3,2
F .., f,
?-t JTSE;e'-of-Inspc'ctton Requesr fteoofttng
- -- .Vd{L e0-: IS!1iJ AF .":'19 am
srueglsd-l$5l. rf,e-$i.j
ft.equcshd lmprrct Fale. Thrrrsday, r..1e,:enib+t 0d. 2001
kttpectir? srea; GRG
$llE AdCresi: 715 SJ L.lets$HEAt CR {AlL
A8l0_!Elolmaupit
A€tivitlr: P0l-0#7 Tvpa $pl.lvt3 ir:tl fyp6: ,liilhl(:orut Ty?i: ,3ccrrocn'v. iltt
Paiiel: ?1Dl(r72u7{XJ1
L'hturte[ HMr- ACOUISIT}?II PF(}PEnTIHS NC
ConlrEclor: TOfAi PLUMBI\,G Phr:na 'l9j-3113-7'ii'l
SDgticenl: T oTAL PLUMBI'JG Fhon€ 3!3-39i1 .f? .'1
Dercripricn: FIRE FESTCRAnON ttl FHASE tsUlLPlMl li! @ yArL ilqAFRlOfi MTtr REg:; T
.1{alin: ISSUED
Inrp Arla: GRG
Item:
R€qu6ster:
Commentg:
Asslonec To:- Acllon:
uM{T !gt^ ot<rLrr' cJK
t o c/ lvrlsriltr_
lob 6 t(
lob oEtto oE
rl& orc
uq 6ttlb arL
Its" o.L9;"t
ilit^E*r".Etrs*tr
290 PLfilB-Fir?4I't$ ir{L F,LUniElti€
0a2c/01
Fl6(l.J6st*ci linre; ii8:iio AI*
itrons;',3S3--19,]-7? it
Elrlsred gr: IIFLI3RES K
qol o lc
Llos o1.tos - 04
'lot - o<
tesr Or LITH L6+tt L
l t{,t
Actv-'n: AF APPR$1./ED
SW",*b tr";rA fvltusr(
Itsm: 210
item. 22C
"- Appi$'rid '-.;Fl3
Cc$mcrn$: Lor,vDr l€vel ?8".tr oflh. llualsr c,Jtumr| trst on each sbch
FLM&.Rr;.xrh4l.'/1/.Yo7'li;of lnrc+cii
" APPro!'€d "at:tnt,. PA FAPTIAI. P.FPFQI/AL07']ii0f ln$+ciil: CC,lJl.ir n€nl$ GFOLTNB t.E\tEi" TCC{t rn€nl$: GROLzuB t.E\rEl. T0 TFllRtr LE"/EL PWV li.J$F[CTff"
OA/'lir/*1(]omrn6 s:
0fti1,#O1
Commatlts:
cE/1Ei01
Comr$erds.
trl/-:lclol
C{imrrr+nl:i .
10/0?/01
Caltlrnents.
10/041il':
[o0l.ngn$,
1O/1?rCl
Cotn oents:
J 1/O 1/Ll I
lrFp{rdor: GR{i Aitiori: PAPARIIAAPPI?OVALgga$fi st{h o{ 4tfl & 5h tloar$ exieDt Timbsriins {ni!$, v?flef column tect-
lns!€cto{: Ai p.cllon iUF: A'3FF*|ED
AFFi{OUbP R€MAlf.lCE}t CF CiWd EX(;E|5*I" Fl:)F i.ll'll'I $ .{O1 403, fi{l 1 & 5$3
h$Dector: GRfi ..rrii.rr'r. NR i')Oi REAO'i FOR tN$PEC.Tl3t"l
tJot rcaCv - Unft' 4ui, {03, ic'l & 5O3 'rrLt had), kr rnscectt$n, nc{ utroroy&'!.hnF€ct(i ctlai4s rv:ion. eA. FAF I Ld'l. APPRf-rvrL
|}ilsl c'olurflfi t€gr unlfg
401.4$3.601-503
Ins'pectcr: GRG A,itkxl. FA Frl.RTlAl- AIsPRC'VAL
rr'ondlnq aret3, 45 ft{r'r. waltl cL'ltrmn !B!,.
trnp${.ti{: cr}rvlr ,4;tion. /i,F Ai:PROVED
UNng 6.8,1?,1,{..t6.1S,?tr,1C}6.108,r 1!,'l 14.1'16,1'l8,1106?tg SOFC,AtlC' E\tE}.|)
FOUR DfiFERENT AIRTEST$ PTRFCT{€b Wf.'H A.lL HA."JE : # ,\iR
Illogoi.cr sRG ActK,n: FA trARTFL /\PPRCJVAL
'nntsflin€' roorns 00l, 004. i{2, tii4 10:. 1 M. 1?it. "i ?4. tsz, 2w, ?22. 124 Dtw.
Inspcctor: CRG Aflion: FA PAflTlAL AFPRCVAL
Grourd ldvol comp|its, 1$l tevar al| bi !t rytatd. {e!ldlnq & leuridrs, 2rd l€wtl 6ll bL'tt2O3.
nntd/vefldlfig & uilt oa o,-lding ? gori|l ltr'rrt @ E *Ill 3rd lauol all buf tol . :lO3 & rirtd/vBrdhg.
Wrler cdumh tests
t1&,3dr01 tn6p'lrctor: GR{i A{. cn: PA PAFnAI APPRO!'Ai-
Comm6nr$. A.tr1b.j nltld & soitdlng grQes glrl{l+td - 3r.l tlc,or$, lualei coturnn rasl Lrtt/,r no+r compt.|'io through
3rd flmr.
'lsl* 4thflori!gc"
kren+>u9*1[C
REPT:.31 Run Id: 1095
o
i
I
L
f,
12-06-2001 InspcGton Requqet Roponing
_7-.1"9_am__Cofin|.n$: lC toor hunc[r, rmm ond uhltr 5O1 & 5O3 rffibr $rbr rrlumn hst
$h h tho lort df €ll DWV rourh |ns$ecllons for tho pto{ect
11t27!Di fi6D*tof; CDAvlS - '.Adon: APAFFdOIEO
cornrneob: rJir$ ae6 ,27,3a5.3?7 APFROI/ED TESTEO W'TH S AnTEs-l
Pago 33' ,,
PLlFGos
D7B1/01 hoFqilq[:l6$[4q t,.f"A'{.Iiifu:-PAPARTIAt APPfrOVAL
comm"nb: lft ElDESansl'FBlftB I,#IUiEATEL W'tR 6tr AIRTEST
0&1301 hlDr€rorl \Grc\ - r\ I Ar,flon NRl{OTRElSYFORlNsPEcTfff,il
Corur€flb: ftfp_m?ts q"t
"{.o|1.
bnt g3ngo had draDfed. Cdl tor r€ln$pocton $,hon alr pttt.lro b
hnt: 23t)
lbn; 240ttloC
lifi
'f?.*\\F Clttlcl Q(
,JT A\C
[3mr ?90
081!YO1
Cornnnl3:
11,'29/Ol
Cotnns r:
PLil*fioal
rzl04,tol
Cornrn€nts:
PLU&RouqfVWth " Asrovrd "tw130f fElecbr: ORr.+ Actbn' PAPARTIALAPPROVAL
Commcnlr: ll,65f on Fhor8 t-3. MulSDh oruo.s 0 10O oel.
{tgj 14rol In }.ctor oRG - Ac&n: pA FArtTllL AtPF.o'vAL
Commsrtr: Wibi cornolda qrorrnd throrroh 3rd lrwl. 100 Dal te6&.
0W24Ol lrumdor'Gfi|d - Aclion: FAPARTTALAPPROVAL
Co{milnb: Addgdfi.tdE vendlngrromthru€fi 3rdfuor, {0Op'5t. Wcbr nowcompn 1ri fioor - 3n|.[oot,.
but nor 0found noor
09i18OJ lnrDffldr GRG Aeuon: pAPARTIALPPROV/\L
CotnnlFflh: dfi-lloor. 1 oarne oer eoch 4 roome . 10O Dsi.
l0/tlst)1 hrpoctor -cdfo6 nctuir: PA PARTru APFROVAL
Coilurefli|: ualnr |I|rlne for Enoufd hr/al undar $eGl paetsut€
lW16/Ol Froostot: ART A:dori: FAPARTIALIPpRWaI
Coffnsfit$: Stl lbor. flccd for UnlE 601 & 603.
lo17lt01 lr|lp€ciff: 6RG dcllon: FAPAFTIALIFFfiO'VAI
Co!t!'E ltr: p&-thgr omf.pdmg p{6rurs.
1tl01,0{ h|DGtor: 'c(hvb - Aciicn: APAFFROVED
Comm6ntr$: 1i.[0or.bundryroom rnd onib S01 & 5O3 $dsrltra.t PIedln [00r Funory r00m rm 0nits iol 6 s03 q{rd8f rilre3l pletc|Jl6
Thlr ts lhi |rd o{ tri rordl ,*rlsr lnrofcdor}t for thr DrolDct
hrpoclo{: CDAMS - fwdon: APATTFROVEO11t27D1 hrpsabr: CDAVI$ - lwno.r: iFAPFR
Commertr: U!FS?2SJ27.326.327 TESTED WIT}I 90f ARTES',326,327 TESTED WTTTI 9OI ARTEST
\\-O $rFEg qgggroor,n*Tui *$!I["\Jrr (lgr f t"r'r- C\osrxc 260 FLME-MbG.::t,:----- ---otiiiloi
hcn cror cDAv!$ rlglhpn: PAsAFTtALru'PRovAL
1t ip Y !\ Cornrnants' STbRM DRA}N$ {6} tr[$PeCT?QSR{t T|{E€q(RTH FLOoR ALL U&[)€R WATER Co|-Ltll.l
tocl rry1Ci$rr K,6lE$nettlr1F r\.ci a{
. r-r.- Or(
otrtrr i.i oK c'OK
gRG -gA{Of' .P*IAFTIA,. APPRCVAL
tt')rm & o{rqrfloir, 4huE{fitlod!, F|Dlrlqolumlltlq!._
I hltton:Glr}1 AFPROVALF ffir|(, lfi,\rn.(
t€st on root, Bll exc6B 2 0t W. rnd thd $ttll D€€d to b€ conmcbd E
IrilOg{to{: CDAUIS Acibn: PA PARTIiAL AP'PRCVAL
zt\D & 3RD FLCOR UMTS OiILY
IJ}IIT 2?7 NSTATL INCHEN $IN|(
U{lT E1O COfiRECT'TRAP ARM REVERSE FLOI/Y
LhllT 26 * g16 hlo'T READY FOn lSl€FCTKlf.l
I.f,rffT 2O4 INSTALL KnCXEN SINK
lt\dT 2G lN,STtLL TR P pAm FOfl ADA UiST
UNff 213 CORRECT TNAP ARII, REVERSE FLOI,I,
FEST OF ufttTs Ail 2NU FLOOR COlr{)tETE AND APpROVED
DD ftIOT I/TS}UALLY hISPECT 3RD FLOOR Fi3WEIIER THE LIST IS THE SAT,E AS FOR T}|E
zNDFLOOR
ltvlt|{ffuldrrf:F(ORQ
-. .+lion: PAPARTIAI APPROVAL
Run lil: 1095REPT131
'i
lZOSZmii- ---- tnipcctlffi nequest RCpoitlnq-H.9-an-..- ----vett--c:o--rpslrn
bp --.-
Rcg{rcsted lostr€cr ffot€r frfonila}, Oe<rfirbrr 03. ?001
lnspec{on Ar€a: GRG
SIE Addr€ss: 715 lY LTCINSHEAO CR VAL
ll'tARRIOTt PHASE lll
Page 1
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ArFrD In|lgrfir.doq
A.tlvty: BOl-01 l1
com{ rype:
A.{'iOltM
R1
Strhr*:
lnsp fueo:
ISSUED
GRG
\,
Pairsl:
Orvfier:
Contractor:
ADglhad:, tjrdrildion:-. Cornancnt:--PommeFt:
Comn€nt:
Cilnmafit:
Reoue6te{ln|o€cdgr{.f I u //pF
lbr i
Rae€Cor:
Conimentr:
A.|lgncd To:- Ac{on:
Acc ,.lr.t rr {s r NSrY?-cF4
H ;;*d# m,#,x' vffi*),#.oo^,. rot - !^prrr'rkcr €5 frl -:Jr:,trffi - (omRfiz' Cc,*rI@ @D FxH . PurtFS au S9fttrt, Jor':' )rr -*l*-€ ft-54:huaui*''
6ao - g,PPrrtr oua.- A-,a't?S ';: - I ' ltl --jip'u-&ct(\ \
E-e i^, r.r._ or,-/rAr| )t)'-*N.IyyrS ;. i
Eilarcc By:
TlrD.
til-ffiiilW {'{ c6(5
irir- spe,ut<L&> aL5' * 9gNEt EQ7,..i
itff-spCiltutrris.. ?os ' frryrur- rrugrric g r'rrza'fia n* - .,^ - .Ins,cctrqrHrsron'rtt -*gll\i*qs 3g!L Ftatt uu{-'> )rut e
Lnr: 226 FIRE DEPT. hIOTFICATION&m: 1O EIDSF1x)ltno3rS..l
llrm: 20 B{-crc*Founfrtb|vsbrtItsn: 3O BLDG'Fromtm - ADp.orFcl - .
O8/t,2{,1 _I'EO.Cbf, GRG- Acdon: PAPARTBIAPPROT/AL
Cornmentt: Vcntbtlon ihan oocheurrg znd Fbor f2 roorns.).
wtl4to1 r*D.r'toe GRG AM- pAPART|AI 1pp69v11.
Comflrntr: lrd toortrW
08117101 tfto.dor:'.bRc Actfon: PAPARTIALAf'FROVAL
Commenb: .ltr'tbor onfv.tO/1581 tntrFrctoc -GRG Acdon: PAPARTIALApPROVAI
Conrmcns: ffii'f,oo? o[rly. Lool(.d Nt 6$ {loor, g8ner'ly OR, but elcctrhel rrcrk Jud 3'!rld & no rryil!
clrtrlctlh6oactton morwd rrr. ro no tmrtnq lgDroval.
1$31/01 hca€dor CDAVIS" - Action' rpdppp6ggg
Coflmsnb: ffiAil$lc FOR 6TH FLOOR O.K
50 BlfrGhsulrdofl0fl1441 hrpcctol: GRG Acltoft: PAPARTIALAPPf]OI/AI
Cofisn€nts: 2ld Fhor Of&.ltio?rot lorD.dlof: GRG l+.'tlon: FAPARTIALAPFROVAL
Qgqm€nB: C{UnS inidauon & Yapo( 16rd.r. SW comar & W. rnd. 5,$ floor crd E. rnd. Jrd floor.
60 BlDGsh€ofiektld
OB/OZiot h!.clor: €RG A{il6n: FA PAfiTfAL APPROVAL,' Corf,n€nB: lntld. hy€{ dryif,lt, t.rnilteuoo illdt aftclorur€o, ?nd fhor. tklll g3t ? hwfs oo oubkh 0f *r.l; ltm m.
70 BLOGMbC. - * A!,prof,d "
REPI131 Run Id.: 1089
I
-J
In$pe#tton Reqqgst
(}nnnxrnlB:
rl9/25/01
CofirrcfltD;
09/2ttt1
commsnlt:
09/2S,01
CommcriLi:
!0/15/01
Comlxnt8:
103'r 0l
Cofirmfilt3:
Ffa:ilop9hg at top ol retrd n rlB. lnd floor onty. Somc ac€i rol ( or4ple$. i.a.
lrYll n€iit lo oo back to lffio€cl romErrdrr cl llrbstoootno for znd iloof .
lmpncor: GnG Acton: NO NbTFIED
Arlkfl: PA P
Ac0on: ilo |\|CITIFED
$W oilt o{ lhor.
Loohod oi behroom $FCl orJdet bcatians.
ln$DGctorr GRG
. 11107,01 lnspccbr: GRG Actian; PAPARn{APPFOVAL
_q[qronts: FtA ss{}tg. SW co.ne.5th floor and en$re 6lh floor.
Exh{hg $r8f6mrt$ ln erhring sleir tourRr$, trhlch a{a r}ot b€lfig touchsd o$ F\rrl ol lhis proFcl, msy
ItltDlt! dD 13
lmpcclof: GRG .{cri(}r): PA PAFIAI T.P,PROVAI
Flr6l'fino (D co?r{dof wrlh & b€hr,G€n o$efl rcocrs. re,i ot Znd ncs e o[ cf 3rd tloor.
hsDfc!or'.- -GRc ,Actfon: PA PARTIiiL APFROVAI
4th tloor. a[ excaot W. 6rd W ot rtrhrcll. fre$oprrn{r at toD6 of vf6ll$. €tc
hrDcctor CDAVS Actloft: AFAPPR0VED
FIRESAATIG AT TOP OF WALI-S,,CELI}IG PAN ASSEiiBLES ONLY
uiuTs xo75€,511,513,517.515.51A ANDCORTDER Oil oTt-t FLOO8 CN NORiH srDE TO
rtffT 507 ot{LY
THIS DOES I{OT [',lCLUf,e Ol]lEt? PERNETRATIONS THAT ARE STILL UNPATCHED
'f,{', ,jrrr l_.!1:n'^[V, r,tLL{ \,,i .^r- t*r. li.: it_l ,:-i
\r"\,\... \. \, i -. \.'^.--.\ i: tk-14. ,.tsiT!l# .\l-tir ,^- ^ !ir, .'{ kr{. *itld;',^J{I, l t:,r ,t--?-^-I l, : t t .- ;. '. !;( 1^ .-..'-l \\.(it., - t,:. ,i 'r c.tl,n "' . ;1.,,",+S '[' , i.-. :./,: ,:.. i ' I-' j '' 1i 'l 'f't'"t' t.:. ; ^':- r' l-tt P'
lll Elof,r.Fintl
Vrc qvl tL {+? r he$5 itrr?
l\ :i 'I !
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I qii,i1';,5\ u r**.
REpr131 Run Id: 1089
tf:-'';l
Rcoucsbd Insp€ct llrb:' lnctcduqr Are,s:
Sttr Addrccs:
llonday, Dcccmber 03, 2001
GD
715 W LIONSHEAD CR VAIL
PHASE Ig .TARRK}T HOTEL
ArP{D lnftrm.0on
AE tfrv:
CondTnF:
Pdtel:
Orvner:
ConbEcbrl
ADogcant
hrcdDlhn:
t{odc.:ildh.:
riol{o84
210107?07m1
rfirc AcoulsnrcN
Twr: &lfECH
Occupcihr
{i€!'44"1.,' ,,
8bt$: ISStJED
lncp Ar€.: GD
Sc 801{1l l for Carmod m€c}taolcrl slilE. -
ra'ilrd to Gaytu rpprdvdl - DFLoR€S I
ErcOilPASS MECHTI1SCAL r
EI.TCOMFAS$ lff CftAt\SCAL {
hISTALL FIVAC SY8TEil FOR
Conm.nls: t$ logr & portofi
cldat dl lrl.lbof .
Phcrie: 9flf949{259
Phone: 97tr949t)?59
6'l:00ffi
97(}94*1?47
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,^tb iab ."r .-'fl ?A5 4t.r8 - o'<;:-i? fo i-;* tlryr:9aLctrS :OL
7tb - /^rsnli 62r(tEg J.05 riusrnc 6e4t
g-tLl- lN6ry _ 64t*,, U J67. - ppJr,}ttC 4l2rCr,,rS .ayl- tsl6rr,.rtr- 6|,ti !s. Jtl _- iE" ,
i,i 6/?wc(9 ; . . "-. i",...,,.n rt =,eK lfrft Furt9M ?u"t
Lro -, 4€fa€s{io - oZ
f;6 - No.' afr'wq
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lnsoec{on Hirbry
fis'r: 2oo hrEg*9,*p'i
5,7' ,s,%frcd&jtt- 6Ptcw>
:!P$0v3d*
znd & 3rd f$o( onty - tan-cc,ll unilc, ducts, .xhEusts cottlphb .xcspl mddl
. ord. vcnt dtrtt arrd flrrrcoll unilr srd raot of 'C', coflbfGnco
-'rld .{," .
&:6f,t''.
0&su0l
Co,tnnanb:
wrgo{
eommcntB:
@n7n1
Comrnentr:
Itv?{ol
Cofifirgrts:
t 1/t5/01
Comnants:
Inegdor: cFg Acfop; PA;PAR'.tth-hr orfr. Etdrausr dec$. C.ofirm.d r|r|no 22'+ \nrlical €n n||ono$ n3t duclr as os Ercrotix fl b Sec. 715.11{3.). 1997 uBC, to fio$an3t ducb as p6 Exfiptix fl b Sec. 715.11{3.). 199? t Bc, to frr€ drmp€rs rre l{O1
rrulrsd ai lndh'ldrEl tl($l roorn cnrawt ducts anlsr tha ff6ln Ertkrl rxhltlst ducb. lfilvrlqdrc.t ai ]ndh{ikEl hohl room eluust .lucts lnlsr th. .rnln EBFII l]q{tlt duF }.iy !ilSmil rrno*r frnrpcrs d Itrfr. to€r0onE unhrs Etc|!{bn b Sac. 713.to(3.) i3 trr*lnrfldFn ccA\,lst ac{on: PA PAFTllf, AFPROVALInrp.drrn cGA\nst Fc{on: FA PARTllf, AFFROVAT
ABOJE tlfi F.OIJ6II IN FOR EX. V€}ITS AND FA}, COIL NSTALLAT
COf\FEruTC€ ROOM LEVET REFER TO FIELS PLANS FOR EXACT
ABTNJE TM RC,IJOTI IN FOR EX. V€I{TS AND FA}' COIL NSTALLATIOIIS AT THE
COf\FEruTC€ ROOM LEVET REFER TO FIELS PLANS FOR EXACT LOCATPI.IS
INSDACiO(: GRG ACdOfi: PAPARTHIAPFROVAL
5th'lbor, orc.H'Tlnnbcrtn€' unl W. ord. vcnt dtrtt arrd fhl}'coll unilr srd raot of 'C
arsde hv€|.h&oedoI: GRG ActION: APAPPRCI/ED
ilciv mbcsneot lothr lttn on up to root dcrJ. TorrlttE bn thlot uh rmf b be thna hter ln
con{rnclbn wilh turd Frlrrfc, st' . OK lr.] crotrnrcf 2-hr $|an fram]riq for tlcw true.
hsriector: GRG Arthn: PA PARTIAL APPROVALi** bol|.r llue reMm 2 $um bo,fielc ('r up lhrBttgh rDof ol Slh lloo{ = oK. P|cv|oulty loolt d d
ftrt bdlv.en bolt rc&n tnd 6lh floor. WilIsill-nodd b iorpo€t RnEl I'stm|ndotl of lus ltEldr t|.w
'tfid.'
frcm: 310 lGCtl-hhdno078301 f;r*prcror: cRG
Conmenb:'f '|r\d iderr;,lr10.si bfiFol$c(}B/O301 lnDpcdor: GRG
:
1616a1' p{PgT|A1 APFRoIAI
Dhp. Chlll€d $frt rncl hof tvator prt6$r. ffi 0 10O pd.' ,AiIion: PA PARIIAL APPROVAL
os, or
REPT131
-._--__1=
Run Id,; 1089
7;19 am
Inspectlon Request
- --domnnins znoE&?t -- iminiifin-'Eott fn-ns?frE]raurt oucd, att'dxcepl noom
0f'lOTlOl h*eclor:' GRc Acfion: PAPAFTTIALAPPRCVAL0U07/Ol lEp€crol^ lEGCo menb: '3"hvd C3_' roors) hydronlc dplnS. 2 gaug€s @ tm p,sl tb{ hot $,aler & chl$ed rdor,
r€sp€dhnry:
lma).dor: ' GRG Acilon: PA PARTI,AL AI'PROVAL
1d tloor cJ|l[€d ryEtor & hoat lln€s. 2 oauocg O lm pd.
InED.ctof: GRG &TIin: trAPARTIAI- APPROVAL
4ffi-{bor ofily, copper hydro lh6 to t|n coil rtrlib, hol & chrll€(t, 2 gaug€s O lm pei.
lncp€ctot: 'CDAV'IS AcUon PAPART!\LAPPROVAL
HEAT tll.lEs/l0r WATER AT COl.lFREl.rCE ROOI, LEVEL REFER TO FIELD Pl-Al.lS FOR
EXACTLOCATPN
ALL TINES UNDER EI)' STATIC TEST
1OO1lO'l lmpcctor: GRG Af,{on: PAPARTUTL A'PRO\,AL
Coflun€nG: RdntDdg ot hKrronir ddino for'C' orade hv€|. H on cNlH tlt€r O 10o p6l.
1911/01 IrEiclor: ARt - r{Lton: PA PARTUAL AItPROVAL-lU1t/OJ l4_cPlrctor:
Co,flments: 6th-floor, hc,l |Lter 6(F, chlllcd naler 7if
P.LJi4FQc! PldIJLME-C€3 P|DINO
MEcH-Exhaubt lloods
oat6/01
Commonb:
083y01
Comnronts:
09/1got
Cort|mdds:
llam: 315
Item: 32O
ie,m: SX)
ll€m: 34t
nam: SX)
O7|1UO1 Inspeclor: GRG Acfron: PAPARTIALAPPROVAL
Corrnents: 8 cllrwt vsnt ducb on €lev. l0o & 6 €xhaust rent ducls on €lev. 110. Ol( to mdocdcowf drcli
\il|h Bhd YJail corElruclhfl.
@l27lo1 lr}rpscro.: GRG A.oon: PAPARTIALAPmOVA
Coflrm€nls: 5|h lbor Vrnt docis. r[ erc.pt Tlmbs.lln€ unrls.
10/1{/01 lrlspocbr: ART Action: PAPARTIALAPPROVA
Commentg: 50r'0oor, 6Ur noor & rooi, drcts .rid unll t€rmhstbrls.
ilECFlSr4pfyAr
llEcl+Mitc.
MeCH-Firf,l
l1lo1/Ol lrtlpoctor: cdavb Actlon: i,lo l,lOTlFlED
Commdts: lhahmhal flnrl wlll nol bs p€rtofrned unlll all aspacls of condruc{on under lhb p€rmt b
colnpl€td
Conbactor no$[€(t amf nBnt over procseduroc tor acc€pEnce of m€chanlcal thtl
REPT131 Run Id,: 1089
o\
d
l_-.\_\
12-03-2001 Inspectlon Request Reportlng_7'1eam_ _ _uA|t.so_iro}Iu-0E_.__.______
I
il$07l01 tnrDoctor:' ERGfr,-{-a-a^ .!a,l-,^l Ji5
, ofti rxtuurt ducts oll F,(c€pt RorAdirfl: PA PAFTIAL APPf,C\,"AIcffiiemi's: ;friEiil t'a-]t i&nrs) hydrcnio ptFing. i iiEir#s'6! i tfr' pit 'n# 6ot faef d cht[od ,,.ot€f
,
Acton: PA PARTUAL APPROVAL
rerloetivrlY.
Ogl6/Oi lmir*to,.: - GRG
Commants: l llltoor ch||lrd wErsr & hcd ltri€c.2 oruo6s d[ tfro Dsl
txt'3o/Ol lncD€clor: GRG ,{ctkft: FD PARTHL APPROVAT
Corirm.r,ts. 4ilr'thor fiily. (oppar trydro tlna6 trJ far coil unils. hot & r:hllkrd, 2 gaug€s 0 lcn pil
08i1g0l lnso€clor: CDA\45 Aruon: FAPI{RT'\LAPPROVA.L
CO{lsNENIs' IEAT I.II'IES/HOT WATFR A7 COI.IFRENCE ROOM LEVEL FEFE'i TO FEID PI.ANS FOR
EXTCTLOCATION
AtL Llf.ES UNDET( 8W STA'l'lC. TEST
1(y01J01 lnrpeclor: GRG Actlon: I?APAQTIIUAFPROVAL
Coffmcntc: Rainclmbr 0,1 hvdronlx Dbino tor "c' cradc levol.lest ofi chlllsd rr.sl€r (D 10O psl.
1{y11t01 hlD€ctof] AnY ' ,{Etion: FAPAfiTIAIAPPROVAL-
Cofttrn€nts: 6$'noor. t$t u€ter SOt. ctwed lvcter ?7t.
PLMFG6e Plg|no
ItiEGl't-Exfnu-rt Floods
Itsrn: 315
item; 320
lcm: 3iX)
llom: 34{)
Itrm: 39O
, APPRO\,'AL
ort €lev. I ?0. 0|( to emlor€/cr/rrat ducb
,i
A
t'f
[!EeH-Ftnol
11/01/Oi lmpectDr: cdails ^ Acton: |,lO hYJllflED .,r'
Cgrnmint$r hrr'chanical ttnal nlll nst ae,$€-_ltfirnqd *ftt alt ospscb +l consffucllDrr und€r thi! Darmit b '
compietbdnrr4r#T'Gfifru"%"fl iiH{,T+TlTffi f "'f ,1n'!'L-hankarnnai
'!it.
n7 - t^r>i1&.(
3t0 'ak i-':.{,)L5 ' I .r.r'-, ?TC (.:,f'k".{-
. , 5}bf . \$Wi t ;1,1,s ; .t
j:'
rit. lf t
} t. i- /'r, t', rliic-
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'*ii: i {',+''.
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b,;lL!,i t ,
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\..
REPTI.31 Run Id: 1089
r
t_
:I
12-0$2901 lnspecton Reqqegt FsEo 12
litfl€6hd lnsp€c't Drte: ffondry, D*:cmber 03, 2001
Inrp€dtion Area: GRG
Sltr Adtlrcts: 715 YU UONSHEAD CR VAjL
A&Ebgeq$on
_
^Srtf
P01.0O47 _ Tvpe: EFPLT'IB Sub"l-!p€: ACc$i SS.rs: ISSUEO
Conen T$n: - Occupanc l'. {J*: lniP,Cree: GRGmc.l: 21{XO??O?OO|
Own r: tfii,lc ACOU{SlTlOil FROPEFTIES h|c
Co,fltraclor: IOTAI', PLUtlEll.lG Phone: 3o339$7?71{, Apdklnt TOTALPLUIiBhIS P}ond 30}33}7271' Dricfldon: FIRE RESTORATIO|{ hl Ff{ASE BlJltDll'lo ffi e VflL-UARRDTI MTN RESORT- A ppr^n-,Fmucfmd.tnco€c{ond$} O ^.fi- Yttf,,.o f
Era ru. r-r-rFUF ' I IAcdon: 'Ttrnr EXo-: ',. ' t- ' '
uurf 2?L oc i I,C69- o!( 'i,.,.Ilct r. SrufCUHrr F:? ry:Itftr ,4,f.s,&r|c a6l'.-ot< --5rb
eto - 1atprrRil @ E*q(fit ltEor432 F(ouJ { r
;';,.,," ,?ig, l3!o^*"1 , :/J' "ft*ntuQ k,c*tr*r$.t€M a'^'t/,
Aot ''p9{ -
,,t r,-lq#ecqqpHsm/ il.|n: zto PlMFundarqroqnd " Alorov€d -
_ 06120O1 }r|Oedor: qRq " AEthn: AP
Comrnenl*: tori,3f lry€l ?4.8' onfu. Wtht cokJnn tosi on osch ctac&. -lirnu 220 Ptl&Rdph/D.W-V. " Ai,oro{€d "
07/31/Of lrsg*tfir COer.rsl ' , Ac$on: FA PARTTAL APPROVAL
COM|t|fitI; GfiOUND LEVEL TO T'.ffitr TEVEL DVW hISPECTED
UNITS 6,8,12,14,16,t8,20.1{16,r08.1 12,1 14.1 r6,1 18,205.?19 gODO AND EVEM
FOt,R DIfFER€NT AffiTESTS PERFOi'ED WITH AtL I{A\JE 6.r AIR6/13$l hroccior: ORG Aclion: FAPTIRnALApPROVALQoiln nb: 'Tlmbsllne*roonp{r02.0O4,012.0e4, 102, 104. 122,124,2t}2r204.2e2.424onlyc.o!t!n nb: Tfmbstlns* roonn 0Ol. 0O4, 022. 0e4, 102, l lt4. 1?2, 12.4, 2!4 G84, 222. A24 only.
B/14O1 IffPodOI: GRG Actbn: PAPARTTAL'AFPROVAI
Con n€ott: Gl'ourirt lstr| cotylilo$, tst levcl Cl bul mau. vandln0 & laundry, zrd |€'y€l all butt?ff!,
rrlCiv*tdlng & ufif b€ ddng 2 dorm tlrt€s lB E end.3rd lrvu4 rn h'ut 3Ol, g)3 t mrld^,eftnno.
WdGr ('lurnh t cn
ucrtrd.lnfl€c{ond$} -,A,l HTf T t-
**,JH: ffiffifrl"' f'frL\tt'l--;ttl*4ues*do.me: 3f;r1#rr,Corimoril.: 2ND^TSXIRD UMTS oNty \ I . .)l toY- ' , i.
Aolgpd.To: CDAUSI l- _ r, Y-l -i ' EnteredBy CDAr,/lS K
ii{ fr-:* o"'s'Fi!:rr-
f;S'- o'" A.A.r\-.- .{ &atb or+ rtt)ri.-frft]*.lr"n+ Pftt5 .a [,\{3!'u oL
t,f-ortn*n @ tc,rs:6rti' n:;!'!*'ff'- rt 'ryb
FUp{
0S?4Ot h.Ddor: GRG Ac{on' PAPARIpl-6pefOVAL
Co,mm€n!3: f,tll€d mdd & vor[lng lmcs ground - 3{d tloo[r, rrtir column lolrt. frWV nos cornphf. [iro{r!il|
3rd toor.
Ogi
'A/O1
. IED.ctof: ORG A. 'on: PA PANTIAL APPROVAL
Conrn€ntB: Srtffi n|th ot 4th ll fifr iloor3 exced TimhsrHno unitE, lvatar, colr.Hm te$t.(xyz(yol fil.0'.dor: Art ' A[fkn: APAPPRO'JED
Coorrnonb: APFROVED REi,UINDER OF Cryw EXCEF FOR UMTS {O1,4x} 5ol a 503
IUfJF.tOl hlsDoclon GRG Ar*on: NR tlOT READY FOR lliSFECTlOt'l
Co.nmcntr: tJol rc.dy - t nib 4tl1 . {}3, 5O1 & 5O3 nlol rccrly b| lNp€ctlon, not €pp|oved.
1(y0iti01 llto.ctoi: cdavi! Aclbr'. PAFARTIAL APPROVA,|
CofirnenB: r*r cofumn hdr |l]ilr
4fi.ln3.501.503
1O17/Ol hcrdtnor: GfiG Ac'ton: P*FA{TI{.|.APPROVAI
Comm.ntg: ldtrdlU anct, +6lloo.s. urtbf column tcgtll/Ot/Ol lnrpccbt. cd.rrb Action: APPPRO\GD
I
Run Id: 1089 iREPT131
l
- i,!l
B
5"';'; "ffib ffifu .ffiild;,$nrymmrr6r-ae6Qnsadr Lr.'',-, n"\"'-l
i2-03-2001 lnsoecflon Reomst Repoltlnc
7:19 am _--;- ____ .. -_ltAlL,.CA".. fOWU bE -. -'--ffi;ii: -iiltttil Funriw iirm firdUiitb Eoie$3 "finiter-ilrtei caihrn tctt
lHr b St€ bt d rll Olfi/V rc$afi FtEE€ctlon$ tor rh€ Drol€dIililft1 ln$.ctor: CDAVIS - Arlion. APAPFf,o\Ett
rttt$ F Bt€ f,3t oI tlt uvvv rc${fi tr}si€cuon$ rot rn€ Dfol€!'rIililft1 ln$.ctor: cEAVlS - Arlion. APAPFf,o\Ett
Conun€nt3; t lfi$ 2!5 :27,325.3?? ApPROWO TE$TEr'WITH 51 AlRlE.$1
it6n: 23) Pllr/FRounMryator '- Ap$cy.d " i-cFt3/of -hA!L-a{or: GRG Acticn: I'APARTiALAPPRoVAL
CofimentD: Waiff on Flo(xs 1-3. ilunlr,|i oouqcs & 1(r0 Dsr.o8rl4,ol FtsDfttor. GRG - rcEon: FAF.AfrTlAl AFpROVAL
cofnm.rdr. lrvdin rDrfiddo qrc.und th{ot ,qh }d levrl. 10O rni teafs
092.1/01 hcpftlor: GRG - Aitlon. FA PAflTlAl- APPFfiv'Al
Coflm6ntB; Addcd mr|d e wnqling 6[las lhror.Edr 3rd itoot, lcl:pai. Wster now comPl€ie {sifloor - 3d {bor,
but not Ofo{rnd Socr. -
og1&r01 hep€ctd: GRG /!c{co: PAPARI'IALAFPROVAL
furnmenls: d0r taor. I E r|{€ p€r e€(h 4 roorDs. 100 psi.
lw(XJcl lr|soeclor. -odivii Adc'i: FAPARTI{APFRoI/AL
Comnrenir: wder rdnc for otoufti ls/il urd${ sf6al ffe$sureComtrsnG: wder nrairw iol otouril lc,rel u{do{ slrtal D{emure1ty1€r0l lr*pqctor: ART Actton: PA PAFTIAL APPROV.{
Co{r|nents: 5t1 lloo!, .xceel tbr t hs 501 & 503101?,01 In$rctin: gRg Actiofl: FAPARTIALAPPROVAL
Co{finants: €lh irrof oflly. fi)aking F{cgsi'J|r.
l ll0{rol Insoclor: cdavla Action: AP APPRIVEL
Comme ntF: ld tloor lilndry room and unlt8 5O'l S 503 undcr €Oo€l pf€sswe
flcm: 240 PLM&GasPlptrs * AsDroved- i i \ l*.'
07i31/01 'hrsFeaor: convts Acrbn PAPAfitfliAtaPPFO\Fr\t'J\r{-v- \r-\-J, comnrnts: WELDESGASPIPhIGIiAINTES]€fjWm|6dAIPTE$T' : [r ' \ -\ ,'.'
.,? l\ -
I ['ffil# ffi ffi r*ffiWqtq,fu s,.ry'Jff l3i W* iiryi:rs'ffi ",,{L}" n
. !,*
rz" u ' \.t l\ conr!€nri Gos t{pint cgEerebhror{trflid ftro{,.?O p6t-tFl ___^. --. ' r + L '-' \' : \o - g4rerygl&fiHnffie&mfi?dlhhteeu'lom$tlE**"*AFP*ov€D -\
J ! i"-'ifu
"'-"*"*u"$'$i,Jo'*to*
ueqftlpe{flfipFLAcEE -'i: \} , -.-.tl.mi.'s*pplrFMr*c. -rt'r\-t.1( 'i".lP hfcnr
3te OK"#,tt,ot tns0,ectc[ CoA'ilSL^". .'-rAcf,orr:-EA.P,cRTlAtAPFRoVAL''i (- .
- ? r e o K
m.nB,: ?JSt' DRATNS (6t H*fT3'HlRtltt+€ F1NIFQH/FLEOF-4|L trt{Den WArER coLUMN{-' ic*l:'' l:i *mgg$rp"xffiH*ffir#,-*l*:,*;lffii;Ji;:f$it*ffi*' '-
"l)rllt Xff' C|( 1tyls01 tntp{c'tar: Ot?G ticDin' PAPAFTIALAPFROV{
Cornrn8nb: Rsif ihahs, $.gter cohrmn l€st ofi ro0{ all sxcoFl 2 d W. snd $lil sl.lll n€€d lo ba conn€cl€d &
!bm: e€0 PLMFFlnal
.|w
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i.''$r" '
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.,{ li-'u'l/r IJi".'Ll/r/t;q4r--
*
REr{t131 Run Id: 1089
-/
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
O DEPARrMENroFcoMMUN,r"?urroPMENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT COMM BUILD PERMT Permit #: 80l-0016
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSUED
Location.......: MARRIOT STORAGE AREA Applied. . : 02/05/2001
ParcelNo....: 210107207001 Issued...: 02/09/2001
ProjectNo. : QA6$-ODL?-- Expires.. .: 08i08/2001
owNER IIMC ACQUTSTTTON PROPERTTES TO2/O5/2O01 Phone:
c/o II{ARRIoTT IMTERNATIoNAIJ
ONE MARRIOTT DR DEPT 938.01
WASHINGTON DC 20058
License:
CONTR,ACTOR MARRIOT MOI]NTAIN RESORT AT VO2/O5/2OOL PhONC:
715 W LIONSHE,JAD CR
VAIIJ CO
8 L557
License:354-B
APPLICANT MARRIoT MotlmArN RESoRT At v02/os/2ooL Phonez 970-4?9-5979
715 W LIONSHEAD CR
VAIL eO
81657
Li-cense:
Desciption:
Remodel H.R., loss prevention, shipping, security
Occupancy:
Type Construction:
Type Occupancy: ??
Valuation: $5.200.00 Add Sq Ft: 0
Fireplac€ Information: Restricted: # ofcas Appliances: 0 # ofcas Logs: 0 # of Wood Pellet: 0
:l *t aa l * a*l +*ta+*,aa* +a* *at +a * 't t:rtl *
Buifding----> 9105. OO Restuarant Plan Reyiew-> $0. oo Total Calculaled Fees-> 928r.25
Plan Check--> 96 8 . 2 5 DRB Fcc----------> $o . oo Additional Fees-'-----> S0 - 00
Investigalion-> 91O5.OO Recreation Fee------> $0.00 Total Pemit Fee-----> S281.25
Wilt Call---> 93 , oo Clean-up Deposit-----> $o . o0 Pa)'rnents---------> 9281 - 25
TOTAL FEES---------> S2S1.2s BALANCE DUE-----> $0 - 00
Approvals:f€em: 05L00 BUILDING DEPARII,IENI
o2/o5/2OOL KWARREN Action: NO ROUTED TO GARY FOR
REVIEW
o2/o8/2ooL eF.e Action: AP
Item: 05400 PIJAIiINING DEPARTMETiIT
Item: 05500 FIRE DEPARTMENT
Item: 05500 P('BI-,IC WORKS
il;;;;;ffiffi;l;;:ff;;;;R;ffiilffiffi ;"rJ'*"*""0'**'*"***''i+*'+..+'|''+*++r+''*'',.'+"..*'
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 TWENry-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:OO AM.5 PM,
Send Clesn-up Deposit To: N/A
CTOR FOR HIMSELF AND OWNEF
PACE 2
{.*d.*****,f*,}** ****:* *********,t*'* **,}* * ** ** * **++****** **:}*:f '}** * **:* * * ** * + * *!N * * 't,}{.:t *********:*****,}*,t **,}:t******
CONDITIONS OF APPROVAL
Permit #: 80l-0016 as of 02-09-2001 Status: ISSUED
:f,i l' 'i ** *{r,}'}:* *'l:t{' 'i *!3'}'l* * * ** * + * *:}'t***{.,}'1.{.,}****** ** ****** * ** * ***** *!F** * ** * * * ** * * * ** * ** ** * * {.*d( * *,} '}:} {. 'l '1.
* '} *'1.***
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 02/0512001
Applicant: MARRIOT MOUNTAIN RESORT AT VAIL Issued: 0210912001
970-479-6979 To Expire: 08/08/2001
Job Address: 715 W LIONSHEAD CR VAIL
Location: MARRIOT STORAGE AREA
ParcelNo: 210107207001
Description:
Remodel H.R., loss prevention, shipping, security
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0004541
Any doors between offices/rooms and exit corridors must be
approved 20-minute-rated smoke-and-draft-control
assemblies.
Cond: CON0004542
Doors into required 2-hour fire-resistive stair enclosure
at base of employee entrance stairs must be approved,
90-minute-rated selCclosing and latching assemblies.
Cond: CON0004543
All work is to otherwise be in accordance with the minimum
requirements of the 1997 Uniform Building Code (UBC) as
adopted by the Town of Vail.
Cond: CON0004544
Investigation fee is to be assessed in accordance with sec.
107.5,'97 UBC, for work commenced without the required
permit and in progress inspections.
Cond: CON0004545
When new elechical lines, outlets, switches, etc. are
added, work must be done by a state-licensed electrician &
a separate electrical permit is required.
Cond: CON0004546
Please coordinate with TOV Fire Dept. on relocation or
additions of fire sprinkler heads and/or alarm system
detectors or other components. Call Mike McGee or Mike
Vaughan at479-2135.
r.rtr r r *r + r.,i r i rr. r r + + + + + + | ****,r O* t*+* * * *********f * * | *+ * * * * * * * * * * * * * | * * * *+'l+rriir | ,, it++
TOWN OF VAIL, COLORADOCopy Reprinted on 02-13-2001 rt 12:39:14 0211312001
Statement
********** * + * f, i. * * * * * * * t + * * t t + * + * + | * * ********* ******** * ** * * * t * * *:i * * * * * l. * * * *,i * * * * * * ** * *+******
Statement Nunber: R000000437 tunount: $281 .25 02/09/2O0102:05 PM
Pal.ment Method: Check Init: LC
Notation: check # 22234435
Permit No: 80L-0016 Trpe: ADD/ALT COMM BUrLD PERMT
ParceL No: 2!O]-O'I2O7OOI
Site Address: 715 W LIONSHEAD CR VAIIJ
Location: MARRIOT STORAGE AREA
Total Fees | 528]- .25
This Palment: 528L,25 Total ALL Pmts: 9281.25
Balance: 90.00
******* +**** **** ***,t*,i** * **** * * * ** * * **** * * * **1.*'i***** * * *t * * ****'!**+ * ********+ * * * *** *++t+*** *
ACCOUNT ITEM LIST:
Account Code Description Curnent Pmts
BP OO1OOOO31111OO BUILDlNG PERI"IIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
PN OO1OOOO3153OOO INVESTIGATION FEE (BLDG)
l^lc OO1OOOO31128OO WILL CALL INSPECTION FEE
105.00
68.25
105.00
3.00
tl
TOVT]OPYilL
75 S. Frontage Rd.
Vail, Colorado 81657
APPUCATION BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Buildino Permit #:
TOWN OF VAIL BUITDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, etc.!
o
WIIL NOT
CONTMCTOR INFORMATION
General Contractor:
HoiWr'.tt nnz* Jt-:- Q.t-t)-
Town of Vail Reg. No.:
5t t]'B Contact and Phone #'s:
Qz. V71 6911
Contractor Signature:
S E U, M wAtlgA Do€&/,r-
VALUATIONS FOR BUITDING PERMIT (Labor & Materials
BUILDING:$ Eooo'o'ELECTRICAL: $ 2@'og OTHER: $
PLUMBING: $ y'MECHANICAL: $ f rorAl:$ 52,6O0e-
REFTJF{D CLEAI\TUP DEPOSIT TO:
^/rt
tur Parel #at 970-328-8&m oruisit
Hffi#zbl. cnz -o1- oor
Job Name: llonsz..fu* -O.fh. + u#fTL Job Addressi 7/S Ui.! l,--/ Cch
Legal Description I Lot: I Block: ll Filing:Subdivision:
Owners Name: flosl^ C-zr g.Address: .?lS la'rys1,.g--J CeF Phone:g7o *26 *?trf
Architect/Designer: _-Address:Phone:
Engineer:5<,1qraa u-ret+I,c.r I nddress: 719 Lala,aLvt4 62\- ll Phone:7z.ty.z1 61tl
Detailed description of work: Ral.C.-e da/g - SriA 5 frr\ts&-. h--.-d I * Yt-1*t o v<,- 1-k44'-
o.Ft"t Tl b- *-(.enh-
-
$pl^L1 olJ Qrp.[- AAd swr6r.J-.1 c.-{j
WorkClass: New() AddiUon( ) Remodel (,{) Repair( ) Demo(,O Other( )
WorkType: Interior (y) Exterior ( ) Both ( )Does an EHU e"\ist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial ff) Restaurant ( ) Oher ( )
No. of Existing Dwelling Units in this buildingt No. of Accommodation Unils in thb building: Hoh/ *!,
No/Typeof FireplacesExistinq: GasAppliances( ) GasLoqs( ) Wood/Pellet( ) WoodBuminq( )
No/TyDe of Fireolaces Prooosed: Gas Aooliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Burnino (NOT ALLOWED)
Does a Fire Alarm Exist: Yes (X No ( ) ll Does a Fire Sprinkler System Uistl ffiffitpF&*.
**it*t***t***n****lt!t*r**i***r***rr*****FOR OFFICE USE ONLY*************,r'r*+***?r.*r*t*'t'rt*r***r.*I Frd 05 z0rlr,
F: /a/eryone/turms/Hdqperm
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TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
orrotrr*T oF coMMLrNrrY DEVELootR
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E0l-0020
Job Address: 7-l5 W LIONSHEAD CR VAIL Status . . . : ISSUED
[ncation.....: MARRIOT STORAGE AREA Applied. . : 02/1212001
Parcel No...: 210107207001 lssued . . : 02/l2l200l
ProjectNo : ?QAOI 4oL7- Expires. .: 08/ll/2001
owNER HMe ACQUTSTTTON PROPERTTES TO2/L2/2001 Phone:
C/O MARRIOTT INTERNATIONAI,
ONE MARRIOTT DR DEPT 938.01
WASHINGTON DC 20058
License:
CoNTRACTOR RTVTERA EITECTRTC, rNC. 02/L2/2OOL Phonez 9'7O-949-6095
2TO1 W. COLI-,EGE AVENUE
ENGT,EWOOD, CO
I0r_r.0
L,icense:145-E
APPLICANT MARRIOT MOITNIAIN RESORT AT vO2/L2/2O0a Phone:. 970-479-6979
715 W IJIONSHEJAD CR
VATIJ CO
815 s7
License:
Desciption: HOUSEKEEPINGELECTRICAL
Valuation: $750.00
t t* tl lll +l l 't l* l'ta*.1*i* *l * ** *'t jl * t * l
Electrical----> S5o. oo Total Calculated Fees-> $53.00
DRB Fee_.-___> SO . OO Additional Fees_____-> S0 - 00
lnvestigation--> $0. oo Total Permit Fee---'--> $53.00
Willcall-----> S3 . OO Payments------------> $53.00
TOTAL FEES-> $53.00 BALANCE DUE----> $O. OO
:3:t t't t{ ttt ra r ta t rr
Approvals:Itern: OSOOO ELECTRICAL DEPARl'It{EliIt
o2/L2/2ooL JEII Action: AP
CONDITIONS OF APPROVAL
Cond: 12
(BL,DG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
l *'t *'t t* ++a,trrta*t
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTTON SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-213E OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
o
OR CONTRACTOR FOR HIMSELF AND OWNET
* r*+ * r r + r * + + a r * r * r r. rr rra+* * * f a t**.+r ++ r r.r++..+ | r+a+ir*+rrr*.r*afr *...r*r+*r*+:r +r+rr
TOIVNOFVAIL, COLORADO Stat€rn€nt
t***+tl ff l at*l*'l'l'l'lfl i {r* *l t t *ft *t *tt * ***l* ** + ** * *|t'f* '}* * | * f* * *f 't |' * + !il | +{' '}* * I *'t{t* + t * t+ + * * | | **'}
SeaeenreDt. I[r:rnber: ROOOOOO44S Amount: S53.OO 02/:.2/}OOLO3:41 PM
Payment Method: Check rnit: LC
Notation: #2410 Riveria Electric
Permit No: 801-0020 fype: ELESrRfCAIJ PERMIT
Parcel No: ?LOLO72O7OOL
Site Addreee: 715 W ITIONSHEAD CR VAIIJ
IJocation 3 I,|ARRTOT STORAGE AREA
Total Fees: $53.00
Thia Palment: $53 .00 Total AI,IJ PmtE: 953 . O0
Balance: $0.00
t*arfatt++*a+laaa+t++t++ft*ttatt{rt'a't++a'ltft'*++*t++***a*{'{r**tl't+****!t*t*******!t**'tl't++**tl{'*'}
ACCOTJNT ITEM LIST:
Account Code Descniption Current Pmts
EP OO1OOOO31114OO TEMPORARY PO},IER PERMITS
lic OO1OOOO3112BOO TIILL CALL INSPECTION FEE
50 .00
3 .00
bol-ooO
^pptlc rxof, tfilr- r{oT BE AcxEprE n, ncorPffi iw
Eullding P*mit #:-8-0t-3!e_
Electiel Prennit #:eTHElDPffiB)
75S. trertrrsRd.V:ti[ Colordo 11657 eol - oozo
at tYidt *
Parcd f (ncquind if rcbldg. pcrrnft# isproviled abou€)
rob r,fanE: l/uwr"+t- l,lt.,**ril awv+robAddrcss: ,tg bM h;t lwtade_
tlrtegat Desoiption I toC I god$ I Fllttg:Subtllv{sion:
@ lraoress:4lg
ErgftEen Add|€si:Phorn:
*^t. sa'l"h N'*e
workcbss: t{errr( ) Addtr",t1 I n -O.t<t{ *ry*i rtttpPcnNer( ) odt€tr()
wortType v:dFntrf-t4 FiErir.( ) ffii( )Does an EllU ad* * tfiis hcadon: Yes ( ) t{o ( )
T'/p."fBkfS" Srd"+"ttily( ) Dupae(( ) Uuri+arrly<IA"unerUat t rcsuram( I Ofrett"'f M€U
!lo. of Erisfirg D|u€fing Units h ttlB tluildirrg:llo. dAccortfildatitl Units In tils htlldlng:'
Istfils oennitfrr a hottlb: Yes c ) w6 YEI-I__rloll
corpLEIE sQ. FEET FOR I{EW DUII"E and YALUATIOilS FOn ALL OTI{EnS 0rbo3 i HrE iitrs)
COilTRACTOR NFOTilATIOI{9)-
Er-EcrRtcALvALt ATIor.r; + 15o'LAltouilT oF sQ FrrN STRIJCTURE:
€lertrical ffiacbc , .-0-,,tt.rri g€&,;Town of Vall Reg. llo.:
ftLL
ffiaai nrni *t:6tid(vt 1+1 -hQE-
'rrJn.{'I
ilV8l:il lt)0Z'Zl qal
F/runnnemZ 'dr--lf Zt oh J I lJ.tslll vul l/\ lu
Rl*.ERAELEcrRrc-'ul, H**Ws+:l
cb#0.
t4 ,
w
0'd Itz0'0N c I)1 tclll vul lA I u IrlvSl:ll
TOWN OF VAIL
75 S. FRONTACEROAD
vAtL, co 81657
970-479-2138
orro?" r*T oF coMMUNrrY DEVELortit
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E0l-0021
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSUED
Location.....: MARRIOT STORAGE AREA Applied. . : 02/12/2001
Parcel No...: 210107207001 Issued . . : 02/12/2001
Project No : ? Q5b\ - OOLZ- Expires . .: 0811112001
owNER HMC ACQUTSTTTON PROPERTTES tO2/L2/2001 Phone:
C/O MARRIOTT I}ITERNATIONAI-,
ONE IqARRIOTT DR DEPT 938.01
WASHTNGTON DC 20058
License:
CONTRACTOR RIVIERA EIJECTRIC, INc. 02/L2/2ooL Phone: 970-949-6095
2LO7 W. COI,LEGE AVENUE
ENGIJEVTOOD, CO
8 0110
License: 146-E
APPL,ICAI{T MARRIOT MOITNrAIN RESORT AT V02/I2/2OOL Phone: 970-479-6979
715 W IJIONSHEAD CR
VAIL CO
81557
License:
Desciption: ACCOUNTINCOFFICE
Valuation: $4,600.00
* tt +l *a l la* 't t+ a'l *
Electrical------->
DRB Fee--->
Investigation--->
will call---->
TOTAL FEES->
s90.00
$0.00
90.00
s3.00
993.00
$93.00
$0. 00
$93 .00
$93.00
s0. 00
Total Calculated Fees->
Additional Fees-----_.>
Total Permit Fee----->
Payments-----------;'
BALANCE DUE_--->
*a*aa* *a't +*:r r rr*:*
Approvals:Item: O6OOO ELECTRICAL DEPARTMSMI
o2/L2/2OOL JR!4 Action: AP
CONDITIONS OF APPROVAL
Cond: 12
(BI_,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
r+a'|:|a**a,t*a aa*:* **aalat *:iaa'la **ll'l 'll l:l'l*tltt,t+'ll:|lla lt'r a*
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 TNSPECTION SHALL BE MADE TWENTY-FOUR HOURS rN ADVANCE BY TELEPHONE AT 479-2118 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
OR CONTRACTOR FOR HIMSELF AND OWNET
i trr rrrrri rrrrr rrrrrr I rr r I t ra I r * rtar + + + rr +*+ + ++r + + | f I r* t *r t | * r t a rf r t t r, I r r r I r r tr r rr I i
TOWNOF VAIL, COLOMDO StateNnent.
'l'.'i'}**aata*fl+t'l*l*aa*+**aa+l't't******++**t*+*a*ft*+t**t++aa+****+*++*+f*f**t*l*ft+'i'ii*taaail
Statemene Number: R000000446 Anoune: $93,00 O2|L2/20OL03:38 PM
Pa:ment Method: Check fnit: LC
Notation: #2410 Rlveria Electric
Perrnlt No: 801-0021 Type 3 ELECIRICAIJ PER!4IT
Parcel No: 210107207001
Site Addrese: 715 W LIONSHEAD CR VAIIJ
Irocation r I'IARRfOT STORIGE AREA
Tota1 Fees: $93.00
Thie Palment,: $93.00 Total ALIJ PmtB: $93.00
Balance: $0.00
la*aa*t*a*att*t**tft*+atata**at*ft1*tt*+a**tt***a+*t1a+t**{r**'}t+*t**l'*taa***l*'t'}*f+{'t++l*alt
ACCOI.JNT ITEM LIST:
Account Code Descriotion Current Pmts
EP OO1OOOO31114OO TEMPOMRY PONER PERMITS
I^JC OO1OOOO31128OO WILL CALL INSPECTION FEE
90.00
3.00
APPTJC'TTIOiIWI!.I- I{OT 8E ACCEPTE IF ITIGOHPLETE OR UTIgGilED
ffiect #:
Buildittg krnit #r
Herfi<zl Pcnnit #:
Tnnlr
corpLETE sQ. FEET FOn XEW BIIILDS and YATUATIOI|S FIOR AtJ. OTHEnli Gsbof & ltlaErbb)
751[ Froutrei Rd.
Veil, Golordo't1657
Orfrirt
f (REquir€d if no bl€r pennft;l )
Jobrddress: ,ll5 UJg{;rob r{re: il,l+,/fd flr*"f
du,^J'li^fg o#'Lc''*k l''itl orr,fkjs
vl'or|aass: t{ew() Adddqr() Rendel f,4nry*C> renpPonrer() odter()
DeanEHuad*athislocdion: Yas( ) ilo( )lrJorltType: tter:tr(4 EEbr(-.) Bdr( )
TrpedBdg.: sndFfrmily( ) Udex( ) nifrr{V( ) Ccrunerel( ) ncaunn( ) OtprttQ
No. of Acornrpdatirn UniE ln tils bulkllnE:tlo- of Edsting ntdlitts UniB in tt||s briHirtg;
AilOUNTOF SQ Frtrt STRIJCTURE:
4'j' alla*1 * 6415
ggnan)rc:
p1*;*r'nl' dh-t?U t' ol{C IUIJ]I] VU] I/\ IU ftv6l:ll l00z'zl qol
\J-U J,/ r#
h - ..-1, ,rlr, a*;.rrllrumrI vuttrtlu "llv6l:ll l00z 'zl q0J
''tdl*d
q'd ltzt'0N
o
EPARTMENT
o
PMENTTOWNOFVAIL D
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
OF COMMUNITY DEVELO
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E02-0030
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSLIED
Location.....: PHASEIIREMODELANDRENOVATION Applied..: M/12/2002
Parcel No...: 210107207007 Issued. . : 04/19/2002
ProjectNo : (AfOt - 0<iF3 Expires. .: 70/16/2002
owNER HMC ACQUTSTTTON PROPERTTES 104/L2/2OO2 Phone:
C,/O MARRIOTT INTERI.IATIONAL
ONE I4ARRIOTT DR DEPT 938.01
WASHINGTON DC 20058
I-,icense:
CONTRACTOR ENCOMPASS ELECTRICAI-, TECHNOIJ04/I2/20O2 Phone : 97o-949-5095
2LO7 W. COLI,EGE AVENUE
ENGI,EWOOD, CO
8 0110
License: 146-E
APPI-,ICAI{E ENCOMPASS EIJECTT.ICAI TECHNOI-'04/L2/2OO2 PhONE: 970-949-6095
2LO7 VI . COLI-,EGE AVESIUE
ENGI.,EWOOD, CO
8 0110
License: 146-E
Desciption: REMODEL OF GUEST RMS, MECH AND FA UPGRADES
Valuation: $500.000.00
Electrical---> 59,55?. O0
DRB Fee->
Investigation--->
WillCall---->
FEE SUMMARY
Total Calculated Fees-> 98, 560. 00
Additional Fees------>90. 00
Total permit Fee__> $8, 560. 00
Payments-> S8, 550 . 00
$0. 00
90.00
$3.00
TOTALFEES-> S8,550 - OO BALANCE DUE->so.0o
Approvals:I€eh: 05000 EIJECTRICAI, DEPARTMENT
O4/I8/2OO2 CDAVIS ACtiON: AP PER ERNST G. SEE CONDITIONS
IIEM: O55OO FIRE DEPARTME}I]T
CONDITIONSOF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,IANCE.
Cond: CON0005239
THE E],ECTRICAIJ ROOM MUST EITHER HAVE TWO EXITS WITH DOORS SWINGING TOWARD THE PATH OF EI
TRAVEIT
oR HAVE DOIIBIJE TIIE REQUIRED ACCESS CIJEARANCE IN FROMr OF AND BESIDE THE PAI.IESL PER TABL,
PAGE ?0-43 /42 !999 NFIC
DECLARATIONS
.t
I hercby acknowledge thar I have read this applicatiorl filled out in full the information require{ completed an accuraE plot plan,
and strte that all the information as rcquircd is conect. I agree to comply witr ttre information and plot plan, to comply wib all
Town ordinances and state laws, and to build this stiusture according to the towns zoning and subdivision codes, desigr review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOI.JR HOURS IN AT 479-2138 OR AT OUR OmCE FROM E:00 AM - 5 PM.
SIGNATURGOF OR CONTRACTOR FOR HMSELF AI.ID OWNEF
* **f *+****** ** * * * * * * * * * * * * * * * * * ** * ***** * * ***,t t* **{r'1. * :+ * + ,l {. * * * * * {. '} * * {. * * * * * * * * * * i * * * * {. + + + * * + * * *
TOWN OF VAIL, COLORADOCopy Reprinted on04-12-2002 at l5:ll:32 0411212002
Statement
**** **'i'i*** *****f*******++***+**+*++*+t+******{'**+f**{ri.***********+{t*+*****f***+++*ff******f
Statement Number: ROOOOo2145 Amount: $8,560.00 04/L2/2oo2t3:11 PM
Palment Method: check Init: DF
Notacion: cHEcK # 99770 ENCOMPASS ELECT
Permit No: 802-0030 fype: ELECTRICAL PERMIT
Parcel No: 2LOLO72O7OOl
Site Address: 715 W LIONSHEiAD CR VATL
. Locati.on:
Total Fees: 58,560.00
This Palment: $8,560.00 Total AIrIJ Pmta: $8'560.00
Balance: 50.00
+*+*+**{'*+++,t**f{'********+1*+*++f+*++t***+***++++*****t+*****+i *************++********+****+
ACCOIJNTITEM LIST:
Account Code Description Current Pmts
EP OO1OOOO31114OO TEMPORARY POI^JER PERMITS
t.lc OO1OOOO3112BOO WILL CALL ]NSPECTION FEE
8, 557 . 00
3.00
APPLICATIOII, WI|I i{OT BE ACCEPTED IF IIICOMPLETE-OR
Proiect #:
o
a
Buifding Pennit #r -%2 -,>O-zf
Electrical Permit #:
97 v 479;.fu
.(\rspecrions)mwNYrn
75S. Frcn@cRd-Vail, Coloriiio" 81657
&tract forPatel#
COI{PLETE SQ. FEET FIOR IIEW BUILDS and VALUATIONS FOR ALL OTHERS (labor & }rateriats)
no bldg. permit # is.prodrled,aboy€)
lob l,lame: \/\11--ft62-at o-Ur Tlur r u-9 r'''t; 3l"
RfNlopgL-lobMdress: ?t5 u^, , UtOr-isttgx6, Lirz-.
VAte 3t ksl
Orners Narne: VArL p€-*
CI-{&{A' f.l$iz.,rgc-A Phone 4e2- Ztlb-1co
6w 4;rt lz<)c) F,(=,F{€-Cr+Ap c.A- { FA
WorkCtass: t{ew( ) Addition( ) Remodel (>d Rqair( ) Ternppor,ver( ) Other( )
Work Type: InE ior L{ Fxtenbr ( ) BoUt ( )Does an EHU odst at this locationl Yes ( ) No ( )
Typeof Bldg.: singFfamiV( ) Duple:(( ) Multi€mity( ) cornmerciat( ) Redaurant( ) odrcr$(l t].rq-'_-
No. of Existing Dudlirg Units in thb building:No. of Accomrnodadon Units in $is building: 11
Is this permit for a hot tub: Yes ( ) No
a Fre Alarm Exist Yes (Does a fire Sprinlder System Exise Yes
AMOUNT OF SQ FT IN STRTJCTURE: (eS , Z-ELECTRTCALVALUATTON: * u3G, aO
COilTRACTOR ITI FORIIATION
Electical Contra6r:
fl,; 1,6 sqftgs D-etc.ptotxt-.
Iown ofVail Reg. No.:Contact and Phone #'s: 4.lC t- g- oq <Ptcr(@Pe 4clS-3tat
Contmcbr Signatrre:<,6..)
F,/ev6/rn./ftms,/cFmF.n
;,
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S, FRONTAGEROAD
vArL. co 81657
970-479-2t3s
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT Permit #: F02-0013 -,,^7 rK\?^
id'-ca|S e\-'\r'{/"''l
lsy-ooob
Job Address: 715 W LIONSHEAD CR VAIL Status. . . : ISSUED
Location.....: Applied..: 0413012002
Parcel No...: 210107207001 Issued. .: 0512812002
ProjectNo : t R56\ i; \E3 Expires. .: ll/24/2002
owNER rrMc AcQUrsrTroN PRoPERTTES tO4/30/2O02 Phone:
C/O MARRIOTT INTERNATIOIiIAI,
ONE MARRIOTT DR DEPT 938.01
WASHI}TGTON DC 20058
License:
APPr.,rCAliIT WESTERN STATES FrRE PROTECTT} /30/2002 Phone: 303-792-0022
7026 SOtrtH TUCSON WAY
ENGLEWOOD, CO
80112
License:338-S
CoNTRACTOR I{ESTERN STATES FIRE PROTECTTO4/3O/2OO2 Phone: 303-792-OO22
7025 SOIITH TUCSON WAY
$IGIJEWOOD' CO
80112
I-,icense: 338-S
Desciption: ADD/RELOCATE FIRE SPRINKLER
Valuation: $42.000.00
Mechanical--> $840.00 Resluarant Plan Reyiew->
Plan Check--> S2r0. 00 DRB Fee-------->
Investigation->
Will Call-->
FEESUMMARY'l:t*+:lt**:rrt'+**trtt*'lt**t:.*:l*'rit**ttt:rt*ll**a*"{r**r*t*:rt:}r
go . oo Total Calculated Fees--> $1, 053 . 00
$0. 00 Additional Fees-----.> s108 . s0
$0.00 TOTAL FEES--------+ S1,O53.OO Total Permil Fee-----'> $1,161.s0
$3.00 Pa)ments--> $1, 161 . 50
BALANCE DUE--------> s0 . 00
Item: 05100 BUIITDING DEPARTMEI{Ir
Item: 05600 FfRE DEPARII'|EIII
O4/30/2OO2 Mccee Action: AP Approval is limited to lst through sth
floor.
CONDITION OF APPROVAL
Cond:12
-ll-1.o.?.:].;-.ll*"3..]-T::-",:l-::T-.T:.:::-'i:::--:.-",::,"-1-.:::-:::-:-.::y-"-:l..flli;..-.,-.*:,,,.,,*,*,{,.,},,+,+*,},,
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in fi.rll the information required, completed an accurate plot plan,
and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS TOR INSTD,CTION SEAII BE MADE TU/ENTY.FOTJR UOI'RSi IN ADVANCE BY TELEPEONE AT 47}2135
FROMS:00AIVI-5PM.
COTTNECfON FOR HIMSELF AND OWNEI
o
ARTMENT
o
PMENTTOWNOFVAIL
75 S. FRONTAGEROAD
VAIL, CO 81.657
970479-2138
DEP OF COMMUNITY DE\TLO
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M02-0053
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSUED
Location.....: PHASE 11 RENOVATION AND REMODEL Applied . . : 04/12/2002
Parcel No...: 2101.07207001. Issued . . : 04/19/2002
Project No : ( (-iOt-Olv.n Expires . .: 1'0/1'6/2002
owNER HMC ACQUTSTTTON PROPERTTBS IO4/1-2/2OO2 Ptrone:
C,/O MARRIOTT INTERNATTONAI-,
ONE MARRIOTT DR DEPT 938.01
WASHINGTON DC 20058
Iricense:
coMfRAcToR coMMERCrAr, DESTGN ENGTNEERTN}4/L2/?1O2 Phone: 970-245-0595
1OO3 IIIIITTERS AVENIIE
GRAND iTTJNCTION, CO
815 01
License: L92 -M
APPLICAIIT COMMERCIAL DESIGN ENGINEERINO4/L2/2OO2 Phone: 97O-245-O59s
1OO3 WINTERS AVENTJE
GRJAND iII'NCTIOII, CO
81_5 01_
I-,icense z L92-l'{
Desciption: removing existing baseboard heat system and installation a
4-pipeverticalfancoilsystemwithbothheating&cooling, - *, q(11, O(b.-
Valuation: 1,256,000.00 U&t^^4,Ffu^ L,J@2- t4t\zt 44 nlt)rf r 1 I .
gJ!--.,rcl- l--c- uc feaf uq^*
Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas logs: 0 # of
Wood Pellet: *"*. FEE SUMMARY
Mechanical--> 525,r2o.oo RestuarantPlanReview->
Plan Check-> S6,290.00 DRB Fee------>
So . o0 Total Calculated Fees-> 531 , 4 03 . 00
So . oo Additional Fees--_->$0.00
Investigation->
Will Call--->$3.00
BALANCE DUE--->90.00
Item: 05100 BUII-,DING DEPARTMET{T
O4/L8/2oo2 cdavis Action: AP see conditions
Item: 05600 FIRE DEPARTMENT
CONDITIONOF APPROVAL
Cond:12
(BL,DG. ) : FIEI,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIiICE-
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND S8C.1017 OF
THE 1997 IJMC AND CIIAPTER 3 OF THE 199? IMC.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE AIIAI-,YSIS MUST BE POSTED III MECHANICAI-' ROOM PRIOR
So.o0 TOTAL FEES_______-> S31,403.00 Total pennir Fee___> 931,403.00
Payments---_------t 931, 4 03 . 00
TO AN I}TSPECTION REQI'EST.
Cond: CON0005240
PROVIDE CIITSHEETS AND INFO ON SMOICE/FIRE
ARE TO BE ACTIVATED PER I'BC SEC 713.10 &
605.3
DAMPERS BEING
713 .11 Ar.ID 97
INSTALLED AND HOW THEY
IIIrtC SEC.605.1,505.2 &
DECLARATIONS
I hereby acknowledge that I have read this applicatiorl 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 zoninp
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 ADV OR AT OUR OFFICE FROM 8:00 AM - 5
PM.
TURE OFOWNER ORCONTRA FOR HIMSELF AND OWNEF
041tl/02 TUU l,l:29 FAX S702451 015o Con|er.clal Desj!g_-e-@ooz
Buildine Pem*t #:392=9925-
it€dunlcalM.f,!
permtt rvitl notfaccepted urldlotit the tullo|ving:
Provlde l{*hanlcll Roon byout druwr b
olErhenlcal
brrdm
Vsrt
RCIUtEDTO:
-'-- RornEoa=ltlaz**-
"ilorF -----**::
rHedl|e)OOMPTETEV
ContactanO Phone fl: (970) 986-5215 c
teve Ki.ng (970) 245-0595 offtce
lrtEcHAl{tGAL: $ 1 t56' o0o
ortuat
JobAddr€ss: 715 w. LL.NS'EAD CIR.]Oh NAMC: VAIL MARRIOTT }JMODEL
Phmt (3ot) 380-ziffi-o' FERutlooD RD., DEPT 918
ffi REMovINc EXISTING BASEBOARD EEAT-SYSTEM AND TNSTAJ.LIN A
a*irrn vnnircu, FAu corL svsrrll mrH Borf, HEATTNG & cooLrNG
WorkClass: Nerr() Mdltbn( ) Aeraton(d Repah( ) od}er(d nruposL'
D"e. a" E{U *htatU,e bcatoo: Yes (X) No( )eoitert-ocation, Ingior(nl E(tetur( ) Ottler( )
f I Conmcrd.t ( ;) REstarrant l ) oE er ( )
tlo. otecommoaation UnlE in tiF htlEhg:
No. of Exbffng Dwelling Units ln $b bttildlng: L25
i
a wood bumhg fireplace to an
l.*.;( * rl.****ltli{t*|ltt*t}****,}**|ltt*rtitlrS**rt!i*ltf t*trt**rt!t|l*tr***
rum0r
75 S. Frcntagc Rd.
ValL Cobrrdo 81657
oo
Building Permit # :---E-Q2J!25-
Mechanical Permit #:
Permit will not be acceptert wi$out the following:
Provlde Mechrnlcal Room byout drtwn to lcrlc to Include:o ltlcclrenbal Room Dlmenrionro Comburtlon Alr Duct Slze and Locatlon
o Fluo, Vent and Gar Unc Sizc and toclUon
o llcat Lcr Ca lculatlomo EqulpmcntGut/Sp*Shcet
(970) 986-5215 cel
Steve King (970) 245-0595 0fficeCOMMERChtb-DESTG.1!-EN
MECIIAIIICAL: f
JobAddress: 715 w. LTSNSHEAD crR.Job Name: vArL MARRT6TT REMSDEL
301) 380-792IO4OO FERNI^IOOD RD., DEPT 918
. ALVINE & ASSOC
REMOVING EXISTING BASEBOARD }IEAT SYSTEM AND INSTALLIN A
4-PIPE VERTICAL FAN COIL SYSTEM WITH BOTII IIEATING & COOLING
Work0ass: New() Addition( ) AlteraUon(S Repair( ) Other(d REIIqIEL
Does an EHU odst at tfib hcafion: Yes (X) No ( )Boiler Location: Interior (xl brterior ( ) Other ( )
TypeofBldg:sjimle.famfy( ) Dnplex( ) Mulu-fan$V( ) Commerdal(1) Restaurant( )Ott€r( )
No. of Accsnmodation Unlts in thls bullding: n5No. of Existing Dwelling Unlts ln this buildlng: L25
Itonype of Flreplaces Pmped: Q6s Appliances ( ) Gas LoSs 6A) Wood/Pelht ( ) Wmd Burning (NOT ALLOWED)
thb a mnrasion from a to an EPA Phase tr dwi,ce? Yes ( ) No (x
@MPLETEV
Olfte
IMORMATI
& Materials)
oN Ly* rl rr * * * * * * * !* * rl l. *,r * * t * l'|* l. rt t( * t* tr,rrt * rt rts rt * * rt i. rlr ri {. * rr ||. ic,r * r} rt * * {. r} FoR o FFICE
F:/ Gvortor|G/fo mr/tncdDcrtn
d."Commercial Deeign Engineering, Ltd.
Mechanical Contractors
April12,2002
Town of Vail
Dept. of Community DeveloPment
15 South Frontage Road
Vail, CO 81657
Attn: Charlie Davis
Re:Vail Marriott Resort Remodel
CDE's Job#5720
Dear Charlie:
Many thanks for assisting us with a potential roadblock in this project's permit
applications and issuance.
I'm attaching the originals of our application as requested. We are prepared to visit your
office and pay for our permits at the appropriate time after plan review. If we could hear
from Doris on the permit costs based on stated valuation, we can have the check prepared
in advance of coming to your offrce. (next week)
Currently, Hyder has us on their schedule for the first inspection as soon as April l8'h.
GN ENGINEERING,I.TD.
- Hyder (fax only)
"The Onlg Reoson We Are in Business is to Create o Hoppy Customer."
2710 DEIrA PLACE, COLoRADO SPR|NGS, CO 80910po. Box 2440, coLoRADo SPR|NGS, CO 8090r
OFFICE PHONE: 719 / 390-0555 FA)(: 719 /390-9448
E-MAIL: CDELTD@AOL.COM
@
,5-,lccN
1003 Wll.lTERS AVENUE, GRAND JUNCTION, CO 81501
PO. BOX 2418, GRAND JUNCTTON, CO 81502
OFFICE PHONE: 97O /246-0595 FAX:970 1245-1015
E-MAIL: CDEGI@AOL.COM
f \jobs\5 7205\rubmittllsulrun iubmiAw6tbut | .820
L. King
file (l)
Doug Thompson
o
DEVELOPMENT
o
DEPARTMENT OF COMMI]NIryTOWN OFVAIL
75 S. FRONTAGE ROAD
vArL, co 81657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M02-0148
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSUED
Location.....: 715 WLIONSHEAD CIRCLE Applied. . : 07/1712002
ParcelNo...: 210107207001 Issued. . : 09/0412002
hojectNo ' ?(J0 \-O q&3 Expires. .: 03/0312003
OIVNER HMC ACQUISITION PROPERTIES TO7/A7/2OO2 PhONE:
C/O MARRIOTT INTERNATIONAJ,
ONE MARRIOTT DR DEPT 938.01
WASIIINGTON DC 20058
Li.cense:
CoNTRACTOR COMMERCTAL DESTGN ENGrNEERrlr}T /L7 /2002 Phone: 970-245-0595
1OO3 WIIITERS AVENT'E
GRA}iID iII'NCTION, CO
81501
Iricense z ]-92-M
APPIJTCANf COMMERCTAL DESTGN ENGTNEERTNOT /L7 /2002 Phone: 970-245-0595
1OO3 WIMTERS AVENI'E
GRJAND 'JI'NCTION, CO
815 01
License. L92-tq
Desciption: SITE SNOWMELT FOR TOWERS I & 2
Valuation: $136,000.00
Fireplace Information: Resricted: Y # ofGas Appliances: 0 # ofcas Logs: 0 # of Wood Pellet: 0
*')****.t||t.ilt,|.t+t+,t|+'.+.'|+.+t,'t,t+t|+.|+.+|ll|l||t.|*.l|i|tt*.*,t**t*FEEsUMMARY*|+.*.****i|****
Mechanical--> 92, ?20 . o0 Restuar8nt Plan Reyiew-> $0. 00 Total Calculated Fees--> S3 , 403 . 00
Plan Check--> g690 . OO DRB Fee--_----> $0. oo Additional Fees-_----> $0. 00
Investigalion-> gO , OO TOTAL FEES--> 53,403. 00 Total Permit Fee----> $3 ,403 . 00
Will Call---> 53 . OO Payments---_------; $3 ,403 . 00
BALANCE DUE----> $O. OO
Item: 05100 BUILDII{G DEPARI'!{ENI
07/29/2002 cdavis Action: AP
Item: 05600 FIRE DEPARTMEN|
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD IITSPECTIONS ARE REQUIRED fO CHECK FOR CODE COMPLIANCE.
Cond. 22
(BLDG.): COMBUSTION AIR IS REQUIRED PER SEe. ?01 OF THE 1997 t,l'lc, OR SECTION
701 0F THE 1997 rMC.
Cond r 23
(Bl,Dc.): INSTAL,L,ATION MUST CONFORM TO MATiIUFACTURES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1997 I,MC, CIIAPTER 10 OF THE 1997 rMC.
Cond: 25
(BLDG.): C'AS APPLIANCES SIIALL,,
TERMINATE AS SPECIFIED IN SEC.
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPI-,Y WITH CIIAPTER 3 AND S8C.1017 OF
THE 1997 I'MC AND CHAPTER 3 OF THE 1997 IMC.
Cond: 31
(BLDG.): BOILERS SHAI-,L BE MOITNTED ON FI-,OORS OF NONCOMBUSTIBLE CONST. UNLESS
I,ISTED FOR MOUIUING ON COMBUSTIBI,E FIJOORING.
Cond: 32
(BLDG.): PERMIT,PLANS AIID CODE AIiIAIJYSIS MUST BE POSTED IN MECHANICAL, ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond:30
(BL,DG. ) : DRAII.IAGE OF MECHANICAI ROOMS CONfAINING HEATING OR HOT-WATER SUPPLY
BOII,,ERS SITAI,I, BE EQUIPPED WTTI{ A FI.,OOR DRAIN PER SEC. LO22 OF TI{E 1997 I'MC, OR
SECTION 1004.5 OF TITE 1997 IMC.
Cond: CONO005457
The fucure proposed boiler (3) can not be installed due to the fact the lack of
volume in room
Any and aLl code upgrades to exisiting building systems are required
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 alt
codes, design review
REQI.'ESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS 138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
TURE OF OWNER O CO FOR HIMSELF AND OWNET
o
BE
805
v
VENIED ACCORDING TO CHAPTER I AND SHAIJL,
oF TIIE 1997 I'MC, OR CHAPTER I OF THE L997 IMC.
Town ordinances and state laws, and to build this structure according to the towns zoning and
approved, Uniform Building Code and other ordinances of the ffiApli;il'E thereto. ,
++{.1+*+*t*****+*+*+**t***** ********t**************** l.t*+ir.**+** * * ** *****{.,t't**,1.*****+**t*****
TOWN OF VAIL, COLORADOCopy Reprinted on 09-04-2002 at 12:29248 0910412002
Statement
***+***+*++*******+**+******l***+*****+******++*++++{.*+:}*******{.*,}**{.{.'t*** ** ****** ** ***+'t**,}
Statement Number: R0OOO03O11 Amount I $3,403.oO 09/04/2oQ2!2:29 PNr
Pa)rment Method: Check fnit: LC
NotaCion:
#814 8 9 /Conunercial Design Engin
Pernit No: M02-0148 Ilt)e: MECHANICAL, PERMIT
Parcel No: 2LOLO72O7OOL
Site Address: 715 W IJIONSHEAD CR VAIL
LocaLion: 715 WIJIONSHE,AD CIRCIJE
Total Fees: $3,403.00
This Payment: $3,403.00 Total Ar,L Pmta: $3,403.00
Balance: 50.00
* * * * * * * * * + + * 't *** {. * * '} * d. * * * * * * + + * * * {.** +* * *'}* id. | *r} * t++ * + + ** * ******:}* +* * * * ** * * * *+ + + + ** * * * +* **** *
ACCOUNT ITEM LIST:
Account Code Description Cunnent Pmts
P OOIOOOO31113OO MECHANICAL PERMIT FEES 2.720.00
PF OO1OOOO31123OO PLAN CHECK FEES 680.00
WC OO1OOOO31128OO I{ILL CALL INSPECTJON FEE 3.OO
TOWtl0?yilL
75 S. Frontage Rd.
Vail, Colorado 81657
will not be acce
nical Roo
I Room Di
Air D
n
C-alculationi
COMPLETE VALUATION FOR
INFORMATION
ECHANICAL PERMIT Labor & Materials)
o Equlpment Cut/Spec Sheets
contact and Phone #'s: (970) 245-0595
(970) 986-s215 (ru-
@nbct Offie at or for Pat@l #
Job Name:VAIL I4ARRIOTT-SNOi,JMELT
Job Mdress:715 W. LIONSHEAD CIRCLE
Legal Decription ll Lot: ll Block ll Filing:SuMivision:
ownes N"t"'no* MARRtorr .o*$Address: l3i39"Xl*Y3oor*RiTDEPr eru
ll Phone:
Engineer:
^r'r\TE .r ^ce^. ll Address:AtlP;^ooH9tASRoN?THE I'ALL trPhont' ,onr'
Detailed description of work:
SITE SNOWMELT FOR TOWERS 1 & 2
WorkClass: New(x) Addition( ) Aheration( ) Repak( ) fther( )
Boiler Location: Interior (" ) Exterior ( ) Other ( )Does an EHU orist at this location: Yes ( ) No ( x)
Type of BHg: Singlefamily ( ) Duplex ( ) t4riti-family ( ) Commercial (i Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: N/r No. of Accommodation Unils in thb building:
7 t1
No/TvoedFireohcesExistinq: GasAooliances( ) GasLms( ) Wood/Pellet( ) WoodBurnino(
Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas LoSs ( ) wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood buming fireplace to an EPA Phase II device? Yes ( ) No ( x)
F: / cveryonc/f onns/rncchpcrm nLo.a url CJ^",,-['rq-.
'W gudnl^^7.
"!.tvloz?<-
TO\^.TN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2738
o.o,trr* oF coMMUNrrY or*toot*
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M02-0242
Job Address: 715 W LIONSHEAD CR VAIL
Location.....: 715 W LIONSHEAD CIRCLE
ParcelNo...: 21.0107207007
$3.00
[4..-.-^^o<d-stI6 I
Status...: ISSUED
Applied. . : 1l/07/2002
Issued. .: 11,/73/2002
Expires. .: 05/12/2003ProjectNo : Pag\_6{s}
owNER HMC ACQUTSTTTON PROPERTTES Itt/O7/20O2 Phone:
C/O MARRTOTT INTERNATIONAI,
ONE MARRIOTT DR DEPT 938.01
WASHINGTON DC 20058
License:
CONTRACTOR COMMERCIAL DESIGN ENGINEERINTT/ o7 /2002 Phone: 9?0-24s-0s9s
1OO3 WINTERS AVENT]E
GRAIID .]I'NCTION, CO
81501
L,icense:192-M
APPLICAI{flT COMMERCIAI DESIGN ENGINEERINII/ 07 /2OO2 PhONE : 970-245-O595
1OO3 WINTERS AVENUE
GRJAI{D iII'NCTTON, CO
815 01
Iricense : 792 -tl
Desciption: RE-INSTALL CARBON MONOXIDE EXHAUST SYSTEM
Valuation: $48,283.00
Firmlace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of
Wood Pelleb *r**ft FEE SUMMAI{Y
Mechanical-> 5980.00 Restuarant Plan Review-->
Plan Check--> S24 5 . 00 DRB Fee-.------>
So . oo Total Calculated Fees--> S1, 228 . 00
so. oo Additional Fees->90.00
lnvestiga tion->
Will Call-->Payments---> S1, 22 8. 00
BALANCE DUE->$0-00
ftem: 05100 BUILDING DEPARTMEMT
LL/L2/2OO2 GCD Action: AP
Item: 05600 FIRE DEPARTMENI
CONDITION OF APPROVALCond: 12
(BLDG.): FIELD TNSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond:. 22
(BLDG.): CoMBUSTIoNAIR rS REQUIRED PER SEC. ?01 OF THE 199? IrMC, OR SECTION
701 0F THE 1997 IMC.
Cond: 23
(BI-,DG. ) : INSTALLATION MUST CONFORM TO MANUFACTTTRES INSTRUCTIONS AIiID TO CIIAPTER
].0 OF THE 1997 I'MC, CIIAPTER 10 OF THE 1997 IMC.
S0 . 00 TOTAL FEES-- > S1, 228 . oo Total Permit Fee------> 51, 228 . 00
Cond: 25
(BLDG. ) : GAS APPIJIAIICES
TERMINATE AS SPECIFIED
vv
SHAI,L BE VENIED ACCORDING TO CIIAPTER 8 AND SI{ALIJ
rN sBc.805 oF THE 1997 UMC, OR CHAPTER 8 OF rHE L997 tMC.
Cond: 29
(BL,DG.): ACCESS TO HEATING EQUIPMENT MUST COMPIJY WITH CHAPTER 3 AND S8C.1017 OF
TT{E 1997 T,II'C AND CHAPTER 3 OF THE 1997 IMC.
Cond: 31
(BL,DG.): BOILERS SIIALL BE MOI]MIED ON FLOORS OF NONCOMBUSTIBL,E CONST. [NI-,ESS
LISTED FOR MOI'NTTNG ON COMBUSTIBI,E FI,OORING.
Cond: 32
(BI-,DG.): PERMIT,PI-,ANS AND CODE AIiIALYSIS MUST BE POSTED fN MECIIAIIICAI-, ROOM PRrOR
TO AliI INSPECTION REQI'EST.
Cond: 30
(BLDG. ) : DRAINAGE OF MECHANICAI-, ROOMS CONTAINING HEATING OR HOT-WATER SITPPLY
BOII,ERS SHAIJIJ BE EQUTPPED WITII A FI.,OOR DRAIN PER SEC. AO22 OF THE 1997 I'MC, OR
SECTION 1004.5 OF TIIE 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this applicatiort 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 plao to comply with all Town ordinances and state laws, and to build this structure according to the towns zonin6
and subdivision codes, design review approved Uniform Building Code and other ordinances of the Town applicable
thereto.
REQIJ'ESTS FOR INSPECTION SHALL BE MADE TWENry-FOUR
PM.
2149 OR AT OUR OFFICE FROM 8:00 AM - 4
ATURE OF OWNER OR CONTRA FOR HIMSELF AND OWNET
#z
rcWNOPYAIL
75 S. Frontago Rd.
Vail, Colorado -&1657
CONTMCTOR INFORMATION
@MPLETE VALUATION FOR CAL PERMIT tabor & Materials)
@nbd
*tt:i*tlttt*ttrttt*:t'****tF:fi:tttr*!tr*FoR oFFICE USE ONLyrFr**,****r****:Frr****rt:r*!i***,*,r**,r
Permit will not be accepted without the following:
Mechanical Contractor:
COI.OTERCIAL DESI
Contact and Phone #'s: (970) 2454595
STEVE KING (970) 9e6-5215-6t
MECHANTCA(: g 48,283.00
Offie at 970-3288640 or uisit forPatel #Lg ,! J lotow*
Job Name: vArL MARRrorr REMoDEL JobAddress: 715 t.l. LToNSHEAD crR.
LegalDescription lLot: laro*, lrimg Subdivbion:
918 [ Phone: 3Ot 380-792sO,vners Name: go"g U".rfott Address: I0400
-BETHSFDA
FERNWOOD ROAD. DEPTt{n ,nRl7-r I Ro
Engineer: ALvTNE eNcrNEnnrNe Addresli -l!02 DouGI.AS ON TrrE MALL
-
nMAlf 1r rrE <Q r n,)Phone: 402-346_7OO7
Detailed descriptbn of wo*:
REINSTALL CARBON }'ONOXIDE EXHAUST SYSTEM
-
WorkClass: New() Addition() Aftention(l ryq9,f() fther()+-Boilerlocation: Interior( ) Exterior( ) OtrerI lJooesanenuexftatthislocatirn: yes( ) ruot I_-f,
Tvpeof8tdg: single-famiv( ) Duptex( ) uurrramnvK) commen:at:i nomnntt ) other( )
No. of Existing Dwelling Units in thb buiHing: 78 No. of Accornmodation Units in this buiHing: 78
No/Tvpe of Fireolaces Existinq: liances ( t Gas Loss (g:) wood/pellet ( ) wood Bumino ( )
No/type of Fireplaces Proposed: Gas Appliances ( ) Gas foSs tA t WooOlpeffet ( I WooO Srrrning (NOf ALLOWeOI .
Is thb a conversion fronr a wooO
F: / cvcryonG/f otrnr/mcchpcrnt
d,"Commercial Deeign Engineering, Ltd.
:fiffuruffiTOWN OFVAIL
75 South Frontagr
Vail. Colorado 816
Mechanical Contractors
RE: VAIL IIARRIOTT REMODEL
WE ARE SENDING YOU ENCLOSEIUATTAGHED VIA:
THE FOLLOWING ITEMS:
November 5,2@2
JOB NO.: VAIL MARRIOTT
715 LIONS HEAD CIR
vAtL, co 81657
USPS: PRIORITYilIAIL
11tO5/Oz CERTIFIEDTEST, AIUUST, AND BALANCE REPORT
REiIARKS: FORYOURREVIEW
THANKYOU,
tllaria Prlnce
Admlnlstrative Assistant
GOPYTO: file
REGEIVED BY:
27TO DELT{ PIACE, COLORADO SPRINGS, CO EO9IOpo. Box 2440, coLoRADo spRtNGs, co 8090r
OffiCE PHOI.IE: 719 / 390-0555 FAI(: 719 / 390-944E
E-MAIL: CDETTD@AOI.COM
SIGNED:
DATE-
Retum or fa< this form to CDE for recdpt corfirmation.
"The Only Reoson We Are in Business is to Creote a Haopv Customer.''
@
,s-.lcch.
IOO3 WINTERS AVENUE, GMND JUNCTION, CO 8I5OI
P.O. BOX 2418, GRAND JUNCT|ON, CO Er502
OFFfCE PHONE: 97O 1245-0595 FAX: 970 1245-l0li
E-MAIL: CDEGI@AOL.COM
o
oo
CERTIFIED TEST, ADJUST, AND
BALANCE REPORT
PROJECT:
VAIL MARRIOTT REMODEL
PREPARED FOR:
COMMERCIAL DES'GA'
REPORT'SSUE DATE:
ARI PROJECT NO.:
02581
PREPARED BY:
5609 West 6th Avenue
Lakewod, Colorado AO2l 4
Phone: (303) 232-St4S
Fax: (303) 232-1238
*mail: ainight@aol.nm
web ste; ainpht.am
o
o
TEST, ADJUST, AND BALANCE REPORT
THE DATA PRESENTED IN TH'S REPORT IS AN EXACT RECORD OF SYSTEfr PERFORUAT,ICE ANDWAS OBTNNED IN CONPIJATTCE VWTH NEAA PROCEDURAL STA'YDARDS. ANY UARIANCES FRON THEDES'GIV REQI"REIIIE'YXS ARE NOTED THROUGHOUT THIS REPORT.
TT'ERESULTS SHOWN AND IHFORNANOil PRESENTED ITI THIS REPORT IS CERNHEDTO BEACCURATE AND CONPLETE TO THE STENT POSS'8LE 8Y EQUPNENT AND PROCEDIJRES USEDTHROUGHOUTU"S SURVFT.
THE FTNAL AIR D'STRIBUNOT SYSIEI' IIEASUREf,'EA'I1S A RE IN COffiP'JANCE WITH NEBB'PROCEDURAT SriAflDAlrrs FoR tEsTrrvc, AtNUSnNc AND BALANC//N? OF EttwRoNtltENrAL SysrEils.AND THE PROJECT SPECIHCANONS.
"ERNNE#>=:
THE F'NAL HW)RONIC D/iSTHBUNOil SYSTEtrT'EASUREfrENIS ARE IN COMPLANCEWITH TTEBB.PROCEDURAL STAflDARD_S-FOR TESTIII,C, ADJUSNflG AND BAIANCING OF Efi/rNRONNEilTAL S}IS7ET'S'NI D TH E PRA' ECT S PECTHCANONS.
DAre:)!)'?1t'or-,
CERIIFIED BY:DATE:
AH TECHNtCtAt(s); rfi&( STRUBLE
AH NEBB TAA SUPERV'SOPc DARLOD K FOX REG. NO.2589 CERNHCANON ilPIRATION:12Tt1/O3
NR.R'GHT WARRMITS THAT THE NR AND HYDRONICSYSTEfl EVAL UATED DI'H'IG
'}"S
SURVEYts oPERAnNG ATTHESPECIF//EDLEVELSASSHOWNWTTH//N TH/,S REpoRT, AT AND OtJLyATTH/,SnNE.NR.RIGHTHAKES NO OTIIERWARRANNES,STATED ORINPLIED, CONCERTIINGTHECO,mNUEDPERFORNANCE, OPERANON OR SAFETY Ii THE USE OF THIS EQUPNENT PAST THE NNE
58@ IfrEST 6TH AlENttE, |AKEWOOD, COLORADO 50211, 4HONE:(JOJ) Zg2 ftr}i
TABLE OF CONTENTS
DOCUMENT
COVER PAGE
TAB CERTIFICATION
TABLE OF CONTENTS.
BALANCING NOTES
AIR APPAMTUS TEST REPORT
RECTANGULAR DUCT TRAVERSE REPORT .
RECTANGULAR DUCT TRAVERSE REPORT .
AIR OUTLET TEST REPORT
AIR OUTLET TEST REPORT
AIR APPARATUS TEST REPORT
RECTANGUTAR DUCT TRAVERSE REPORT .
AIR OUTLET TEST REPORT
AIR OUTLET TEST REPORT
AIR OUTLET TEST REPORT
AIR OUTLET TEST REPORT
AIR OUTLETTEST REPORT
AIR OUTLETTEST REPORT
PAGE
1
2
3
4
5
6
7
I
9
10
11
12
13
14
15
16
't7
BALANO{G NOTES
PROJECT: VAIL MARRIOTT REMODEL
RE: CORRIIX)R MAKE{rp AtR
THE AREAS ABOVE THE I-AY-IN TILE CEILING IN THE CORRIDORS WERE FILLED WTHMISCELISNEOUS PIPING SYSTEMS, ELECTRICAL SYSTEMS, AND DUCTING SYSTEMSCOMBINED WTH HIGH DOMED CERAMIC CEILING TILES ALLOWED A VERY LIMITED ACCESSAREATO SOME DAMPERS.
MAINTAINING ATOTALAIRFLOWTO EACH CORRIDOR WAS IMPORTANT, WHICH RESULTED INSOME DIFFUSERS REPORTING HIGHER OR LOI/VER HOWEVER, THE TOiAL REQUIREMENTFOR EACH FLOOR WAS MET.
RE: RESTRoOM EjXHAUST
ALL EXHAUST GRILLS ARE EQUIPPED WITH THEIR OWN DAMPER ATTACHED AND ARE VISIBLETHROUGH THE GRILL FACE. THE DAMPER IS EASILY ACCESSIBLE TO ANYONE. IF A PERSONSHOULD OPEN OR MOVE THE DAMPER THE EXHAUST SYSTEM W|LL BE OUT OF BALANCE.
-0.11"-0.69"-1.80'
SF
@
o
AIR APPARATUS
TEST REPORT
+0.40"
PROJEGT: VAIL MARRIOTT REMODEL
AIR HANDLER UNIT DATA
MANUFACTURER I HEATEXINC.
MODEL E-RHXC-1&10000
SER1AL 202051
FAN TYPE RTU
RATING 10000cFM
UNIT: ERV-I MAKE-UP AIR
MOTOR NAMEPI.ATE DATA
MANUFACTURER MARATHON
HP R.P.M.10.0 1760
PHASE FRAME 3 215'l
s.F.TYPE 1.15 TDR
VOLTS AMPS 208-230t460 2E.sl6.4t13.2
THERMALLY PROTECTED
STARTER DATA
MANUFACTURER lrnCronypncKAcE
MODEL
SIZE/THERMAL NO.
,NGE
sETAT(AMPS)
REQ. THERMAL
RATTNG (AMPS)
DRTVE DATA
MOTOR DRIVE 2VP56
MOTOR BORE 13tE"
FAN DRIVE 2A54858
FAN BORE 1 11116"
NO. BELTS &SIZE 2-873
CENTERUNE 29"
DRIVE CHANGE
AIRFLOWDATA
SUPPLY CFM 10270
OSA CFM 100%
RETURN CFM
TEST DATA INITIAL FINAL
FAN R.P.M.1490 1490
VOLTAGE 20/,r205t205 20sr20a207
AN'PERAGE 22.7t22.7t23.3 21.0t20.5t22.1
HT
XGR cotL
NOTES:
PAGE: 05
PROJECT:
LOGATION:
VAIL MARRIOTT REMODEL
RECTANGUI-AR DUCT
TRAVERSE REPORT
SYSTEM: ERV-1 MAKE-UP AIR
DUCT S. P. (in w. g. | 0.8,f"
BETWEEN 6TH & 7TH FLOORS AIR TEMP DEG. F. _
stzE 36 x 30
MEASURED
FPM €5q- CFM
CFMBYFANLAW#2 _NUMBER OF READINGS 30 FINAL S. P. (in w. g.)
NOTES: THIS TMVERSE COMBINED WITH THE 7TH FLOOR TMVERSE EQUALS ATOTAL UNIT MEASURED FLOW OF 9420 AND E5O=10270 rOrNI CN.U.
PAGE: 06
PROJECT:
LOCATION:7TH FLOOR
VAIL MARRIOTT REMODEL
RECTANGULAR DUCT
TRAVERSE REPORT
SYSTEM: ERV-1 MAKE-UP AIR
AIR TEMP DEG. F,DUCT S. P. (in w. q. ) 0.60"
OUCT
stzE_14 x 10 sQ FT 0.97
REQUIRED
FPM _ CFM -
MEASURED
FPM 875 CFM 850
CFMBYFANLAW#2 _NUMBER OF READINGS 12 FINAL S. P. (an w. g.l
PAGE: 07
o
PROJECT: VAIL MARRIoTT REMoDEL SYSTEM:
o
AIR OUTLET
TEST REPORT
ERV-1 MUA
SYSTEM TERMINAL DESIGN INITIAL FINAL NOTES
NO TYPE szE AK VEL CFM VEL CFM VEL CFM
FIRST FLOOR 1 CD 24X24 250 170
2 CD 24.)<24 250 310
TOTAL 500 480
zND FLOOR 1 CD 241\24 250
250
250
2 CD 2$Q4 240
3 CD 2QQ4 250 235
TOTAL 750 725
3RD FLOOR 1 CD 2Q<24 220 210
2 CD 2$Q4 ?20 210
3 CD 24r<24 220 250
4 CD 2Q<2.4 I-220 150
5 CD 24)(24 220 190
6 CD 24><24 220 200
7 CD 24X24 220 265ICD24X24?20 265
9 CD 24,<24 220 230
TOTAL 1980 1970
4TH FLOOR 1 CD 2QQ4 220 220
2 CD 24X24 20 200
3 CD 24rQ4 220 220
4 CD 2$<24 220 220
5 CD 2Q<24 220 240
6 CD 2Q<24 220 230
NOTES
o
PAGE: 08
PROJECT: VAIL MARRIOTT REMoDEL
AIR OUTLET
TEST REPORT
SYSTEM: ERV-1 MUA
NOTES THE CONDOMTNIUMS ON THE 6TH & 7TH FLOORS ARE NOT INCLUOED INTHE CONTMCT.
PAGE: 09
o
o
AIR APPARATUS
TEST REPORT
UNIT: ERV-I EXHAUST AIR
+0.40'
a
-0.52"-1.52"
EF
@
PROJECT: VAIL MARRIOTT REMODEL
AIR HANDLER UNIT DATA
MANUFACTURER I HEATEXINC.
MODEL E-RHXC-1&10000
SERIAL 202051
FAN TYPE RTU
RATING 10000cFM
MOTOR NAMEPLATE DATA
MANUFACTURER MARATHON
HP R.P.M.7.5'1760
PHASE FRAME 3 2137
s.F.TYPE 't.15 TDR
VOLTS AMPS 20v230t460 21.+19.619.8
THERMALLY PROTECTED
STARTER DATA
MANUFAcTURER lrncroRyeAcKAGE
MODEL
SIZE/THERMAL NO.
NGE
SETAT(AMPS}
REQ. THERMAL
RATTNG (AMPSI
1 11t16'
AIRFLOWDATA
SUPPLY CFM 10391
OSA CFM 0
RETURN CFM 't00%
TEST DATA INITIAL FINAL
FAN R-P.M.1430 1430
VOLTAGE 20/,nOil205 205no8t207
AMPERAGE 19.8t19.an0.4 18.0/18.1/19.5
o
NOTES:
PAGE: 10
PROJECT:
LOGATION:TOTAL
VAIL MARRIOTT REMODEL
RECTANGULAR DUCT
TRAVERSE REPORT
SYSTEM: ERV-1 EXHAUSTAIR
DUCTS. P. (in w. g. ) {.s11AIR TEMP DEG. F. _
stzE 34 x 34 sQ FT 8.03
REQUIRED
FPM 1245 cFM 10000
MEASURED
FPM 1394_ cFM
CFM BY FAN t.AW# 2 ---NUMBER OF READINGS 36 FINAL S. P. (in w. g.)
PAGE: 11
o o
AIR OUTLET
TEST REPORT
PROJECT: vArL MARRToTT REMopEL SYSTEM: EeV-1 EXHAUST
SYSTEM TERMINAL OESIGN INITIAL FINAL NOTES
NO TYPE stzE AK VEL CFM VEL CFM VEL CFM
RM 128 'l ER 6X6 50 45
RM
'29
1 ER 6X6 50 50
RM
'30
1 ER 6X6 50 50
RM
'31
1 ER 6X6 50 50
2 ER 6X6 50 45
RMl32 1 ER 6X6 50 50
RMl3if 1 ER 6X6 50 45
RMI36 1 ER 6X6 50 55
RMI3E 1 ER 6X6 50 55
RM 22E 1 ER 6X6 50 45
RM 229 1 ER 6X6 50 45
RM 230 1 ER 6X6 50 50
RM 231 1 ER 6X6 50 50
2 ER 6X6 50 55
RM 232 ,|ER 6X6 50 45
RM 2*I 'l ER 6X6 50 50
RM 23,0 1 ER 6X6 50 50
RM 235 1 ER 6X6 50 5s
RM 236 1 ER 6X6 50 15
RM 237 1 ER 6X6 50 55
RM 237 1 ER 6X6 50 50
RM 239 1 ER 6X6 50 5s
RM 32E 1 ER 6X6 50 50
RM 329 1 ER 6X6 50 50
RM 330 1 ER 6X6 50 50
NOTES
PAGE: 12
o
PROJECT: VAILMARRIOTTREMODEL
o
AIR OUTLET
TEST REPORT
SYSTEM: ERV-I EXHAUST
SYSTEM TERMINAL DESIGN INITIAL FINAL NOTES
NO TYPE stzE AK VEL I CFM VEL CFM VEL CFM
RM 331 1 ER 6X6 50 50
2 ER 6X6 50 45
RM 332 1 ER 6X6 50 45
RM 333 1 ER 6X6 50 55
RM 33,,1 1 ER 6X6 50 50
RM 335 1 ER 6X6 50 45
RM 336 1 ER 6X6 50 45
RM 337 1 ER 6X6 50 55
RM 33E 1 ER 6X6 50 55
RM 339 1 ER 6X6 50 50
RM 34I 1 ER 6X6 50 45
RM 342 1 ER 6X6 50 55
Rll 34:l 1 ER 6X6 50 50
RM 3il4 1 ER 6X6 5{),{5
RM 345 1 ER 6X6 50 55
Rri 346 1 ER 6X6 50 45
RM 347 1 ER 6X6 50 55
RM 349 1 ER 6X6 50 50
RM 35I 1 ER 6X6 50 55
RM 352 I ER 6X6 50 45
RM 353 1 ER 6X6 50 50
RM a5,.l 1 ER 6X6 50 50
RM 355 1 ER 6X6 50 55
RIrt 357 1 ER 6X6 50 45
2 ER 6X6 50 50
RM 359 1 ER 6X6 50 55
RM 36,I 1 ER 6X6 50 NOT IN PHASE
I
NOTES
PAGE: 13
PROJECT: VAIL MARRIoTT REMoDEL SYSTEM:
o
AIR OUTLET
TEST REPORT
ERV-1 EXHAUST --
SYSTEM TERMINAL DESIGN INITIAL FINAL NOTES
NO TYPE slzE AK VEL I CFM
50
VEL CFM VEL CFM
RM 363 I ER 6X6 NOT IN PHASE
RM 42E 1 ER 6X6 50
50
45
50
RM 429 1 ER 6X6
RM 430 1 ER 6X6 50 50
RM 4itl I ER 6X6 50 45
2 ER 6X6 50 45
RM 432 1 ER 6X6 50
50
50
RM 433 1 ER 6X6 5{t
RM 43'l 1 ER 6X6 50 50
RM 435 1 ER 6X6 50 45
RM '036 I ER 6X6 50 50
RM 4I7 1 ER 6X6 50 55
RM,l^:lE 1 ER 6X6 50
5o
40
RM 439 1 ER 6X6 50
RM '141 1 ER 6X6 50 50
RM '142 1 ER 6X6 50 50
RM {4:I 1 ER 6X6 50 55
RM 444 1 ER 6X6 50 45
RM,l45 1 ER 6X6 50 50
45
RM {46 1 ER 6X6 50
RM 447 1 ER 6X6 50 55
RM,l49 1 ER 6X6 50 50
RM 45'1 ER 6X6 50 55
45
RM 452 1 ER 6X6 50
50RM 453 1 ER 6X6 50
RM 454 1 ER 6X6 50 50
NOTES
PAGE: 14
o o
AIR OUTLET
TEST REPORT
PROJECT: VAIL MARR|oTT REMoDEL SYSTEM: ERv-l EXHAUST
SYSTEM TERMINAL DESIGN INITI,AL FINAL NOTES
NO ITYPE slzE AK VEL CFM VEL CFM VEL CFM
RM 1155 1 ER 6X6 50 55
RM 457 1 ER 6X6 50 45
2 ER 6X6 50 50
RM 'f59 1 ER 6X6 50 45
RM 46I 1 ER 6X6 50 NOT IN PHASE
RM 463 1 ER 6X6 50 NOT IN PHASE
RM 532 1 ER 6X6 50 45
RM 533 1 ER 6X6 50 50
RM 534 1 ER 6X6 50 50
RIrt 535 1 ER 6X6 50 45
RM 536 1 ER 6X6 50 50
RM 537 1 ER 6X6 50 50
RM 53E 1 ER 6X6 50 50
RM 539 1 ER 6X6 50 55
RM 54I 1 ER 6X6 50 50
RM 542 1 ER 6X6 50 50
RM 5€1 ER 6X6 50 50
RM 5{4 I ER 6X6 50 55
Ril 545 1 ER 6X6 50 45
RM 5,16 1 ER 6X6 50 50
RM 547 1 ER 6X6 50 55
RM 549 1 ER 6X6 50 50
RM 55I 1 ER 6X6 50 50
RM 552 1 ER 6X6 50 45
RM 553 1 ER 6X6 50 55
RM 5'[1 ER 6X6 50 50
NOTES
PAGE: 15
o
AIR OUTLET
TEST REPORT
PROJECT: VAIL MARRIOTT REMoDEL SYSTEM: ERV-1 EXHAUST
SYSTEM TERMINALffittl
RM 555 1 ER 6X6 50 55
RM 557 1 ER 6X6 50 50
2 ER 6X6 50 50
RM 559 1 ER 6X6 50 50
RM 561 1 ER 6X6 50 NOT IN PI-IiASE
RM 563 1 ER 6X6 50 NOT IN PHASE
RM 6.11 'l ER 6X6 50 45
RM 642 1 ER 6X6 50 40
RM 643 1 ER 6X6 50 45
RM 644 I ER 6X6 50 50
RM 645 1 ER 6X6 50 50
RM 6,15 1 ER 6X6 50 45
RM 647 1 ER 6X6 50 55
RM GsI I ER 6X6 50 50
RM 652 1 ER 6X6 50 45
RM 653 1 ER 6X6 50 55
RM 654 1 ER 6X6 50 45
RM 655 1 ER 6X6 50 55
RM G57 1 ER 6X6 50 55
2 ER 6X6 50 45
RM 659 1 ER 6X6 50 50
RM 66'1 ER 6X6 50 NOT IN PHASE
RM 663 1 ER 6X6 50 NOT IN PI-IASE
NOTES THE CONDOM]NIUMS ON THE 6TH & 7TH FLOORS ARE NOT IN CONTRACT
PAGE: 16
AIR OUTLET
TEST REPORT
PROJECT: VAIL MARRIOTT REMOQEL SYSTEM: ERV-I ExHAUST
SYSTEM TERMINAL DESIGN INITIAL FINAL NOTES
NO TYPE s|zE AK VEL CFM VEL CFM VEL CFM
RM 751 1 ER 6X6 50 55
RM 752 1 ER 6X6 50 45
RM 753 1 ER 6X6 50 50
RM 754 1 ER 6X6 50 45
RM 755 1 ER 6X6 50 50
NOTES THE CONDOMINIUMS ON fiE 6TH & 7TH FLOOR ARE NOT IN CONTRACT.
PAGE: 17
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v
Commercial [}esign
Engineering, Ltd
Fud._
TO:
FROM:
SENOER:
STEVEKII{G
AT:
COMMERCIAL DESIGN ENGINEERING
ADDRESS:
1OO3 WINTERS AVE, GRAI'ID JI'NCTION' COLORADO 8150I
8A)(PI{ONE:
(970) 245-101s
AT:
TOWNOFVAILATTENTION:
CHARLIEDAVIS
DATE&TIME:
lOtTst}Z 12:23 PMFA)(NUMBB:
970479-2452
VOICEPIIO}.IB:
(970) 245-0s95
MESSAGE:
RE: VAIL MARRIOTT - TOWER 2 i FLOORS 6 & 7
flffi t^AtBSl+NDAf 'RRID'RS
ffi #Sqr9fr?,9oo#"Rlt'HISlSn'"ilcLUDEsrrIE6&"tffi ,rl 11'r
Fv-
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TEST REPORT
, ffistcopv
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08/2O/O2 I'tlE 13:37 FAX 9702451 Correrclal Deslsn015
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Commercial Design
Engineering, Ltd
TO:
ATTENTION:
CHARLIEDAVIS
AT:
TOWNOFVAIL
FAXNI,[vtsER:
970479-2452
DATE&TIME:
08n01021:35 PM
# PAGES:
t0
FROM:
SE}IDER
STEVEKING
AT:
COMMERCIAL DESIGN ENGINEERJNG
ADDRESS:
1003 WINTERS AVE, GRAI.ID JUNCTION COLORADO 8ls0l
FAXPHOM:
(970) 24s-l0rs
VOICEPHOM:
(9?0)24s-05es
MESSAGE:
RE: VAIL IUARRIOTT (TOWER2)
I\/E ATTACHED AIR RIGHTS PENCIL COPY OF TIIEIR TEST AND BALA}ICE
EFFORTS TO DATE. THIS INCLUDES FLOORS I TI{RU 5.
AS YOU ARE AWARE, FLOORS 6 AND 7 WILL BE COMPLETED SHORTLY. AT
THAT TIMB, A COMPLETE AND OMCIAL REPORT WILL BE FILED WITH
YOI'R OFFICE AT TI{AT TIME.
CC: DOUG THOMPSON - HYDER PROJ. MGR
JOHN DELANEY - ALVINE ENGINEERING
CTEATED mIIl WINCI)VE l-lo
/
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PAGE 6L
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TEST REPORT
ffiffi
d,"Commercial Design Engineering, Ltd.
Mechanical Contractors
May 14,2002
Town of Vail
Dept. of Community Development
15 South Frontage Road
Vail, CO 81657
Attn: Charlie Davis
2710 DE[D{ PLACE, COLORADO SPRINGS, CO 80910
PO. BOX 2440, COLORADO SPRTNGS, CO 8090r
OFFICE PHONE: 719 / 390-0555 FAX: 719 l390-9448
E-MAIL: CDEXTD@AOL.COM
Vail Marriott Resort Remodel
CDE's Job#5720
Subject: Mechanical Permit M02-0053 - Requested Supplemental Information
Dear Charlie:
Taking a moment, I wish to again express and extend our appreciation to you and your
department for the continued team effort making this challenging project progress
successfully.
Your department's plan review specifically requested to (Provide cutsheets and info on
smoke/fire dampers being installed and how they are to be activated per UBC
Section 713J0 and 713.11 and 97 UMC Section 605.1 thru 605.3 inclusive".
The enclosed packets of information are offered in response to this request. Please note
the attached Sequence ofOperation is provided through Encompass (Electric's) fue alarm
submittal currently under review by Schirmer at the requirement of Mike McGee.
Please advise the undersigned if I may need to be of further assistance in this matter.
GN ENGINEERING. LTD.
|nF;a
IOO3 WINTERS AVENUE, GMND JUNCTION, CO 81507
p.o. Box 2418, GRAND JUNCTION, CO 81502
OFFfCE PHONE: 97O / 245-0593 FAX: 970 1245-1015
E-MAIL: CDEGI@AOL.COM
i\ob$7205\rubmittabvcbrm submit\w€stburl.820
Re:
3tl#'ntdnt**n ry-Wy[xin Business is to create o Happv customer."
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Western Slope
E--ceweo
rlAY 2 0 2002
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RUSKIN'
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAX (816) 765-89ss
FSDR2s COMBINATION FIRE SMOKE DAMPER
UL555 and UL555S Leakage Class I Classified
FOR USE IN DYNAMIC AND STATIC SYSTEMS
APPLICANON
The FSDR2s is a'tIue round" Class lleakage rated combination
fire/smoke damper designed for use in metal. wood or concrele fire
and smoke raled partitions and concrete floors. Th€ FSOR2S is the
ideal choice when round duct b used on a proj6ct. The damp€r is
raled tor maximum velocity of 4,000 hm and 4" (iO2) stiatic pres-
sure. The integtal frame and uniquo "cinch phte. design provid€ a
Iow crst, easy to install, high performing damper.
STANDARD CONSTRUCTION
FRAIIIE/SLEEVE
20 gage (.9)galvanized steet, standard 17. (432) tong.
Frame/sleeves available up to 36. (914) in length. See mini-
mum sleeve length chart on page 2 for assistance in choosing
correcl trame/sleeve lenglh.
BLADES
Two-piece 14 gage (1.9) €quivalent thicknoss galvanized steel.
BEARINGS
Stainless stael sleeve, pressed into frame.
BI.ADE SEALS
Silicooo odge typa sandwiched betwo€n two pi€ce blade. Full
circumfarsnce smoke seal to 450'F (232.C).
UNKAGE
Jackshafl to blade.
AXLE
r/2" (13) diameter.
CONTROLLEO CLOSURE DEVICE (HEAT.ACTUATEOI
165'F (74'C) is srandard. Zl2"F (.tOO.C) or 2AS.F (141.C) are
available at no additional cost.
DAMPER SIZES
MtNtMutrt stzE
6', diamstgr (152).
MAXIMUII SIZE
Verlical/ Horizontal lnsbllation - 24. diamebr (610 ).See pge 2 for dimensimal information.
OPTIONS. TS150 Flrestst tor reopenable operalion in dynamic smoke
managemenl syslems.
DSOF Flow Duct Smd€ Oetecior - Consult Ruskin.
SPl00 Swltch Packags to ramotely indic€te damp€r blade posi-
lion.
SloeverFr.mr of \€rious l€ngths to insuro figld complianc€ rrith
UL krsialation requkements.
Access Door tactory mounied in common sleeve to hsure oom-
pliance wih UL installation reeuirements.
CP control panels tor tast purposes or smok6 management
syslams.
Model FSOR2s meels the requiremenls for fire, smoke and
combination llre/smoke dampers eslablished by:. National Flre Protection Association NFPA Standards
90A, 92A, 928 and 101. BOCA Nationel Building Cod€s. ICBO Uniform Building Codes. SBCCI Sfandard Building Codes. ICC lnlornational Building Codes. CSFlil Cslitomia Stete Fire Marshal Fire Oamp€r Listing
(#3225-245:102) and Smok€ Damper Listing (#3230-
245:1 10). New York City (8SA Listing #176.82-SM)
UL CLASSIFIED
UL555 Listing R5531, UL555S Listing R10525
FEATURES
The FSDR25 oflea:. EFL (Electdc Fuse Link) or PFL (Pneumatic Fuse Unk) h6at-
acluated release devices permit controlled (rather than
instantraneous) dosure through lhe damper actuaior. The EFL
and PFL allow the damper to automatically reop€n afle, a
lesl, smoke detection or Dower failure condition.. EFL is standard on dempe.s with elect.ic actuato.s.. PFL is slandard on dampeF with pneumatic actuators.. EFL's may b€ ordersd on damp€rs wih pnEumatic aduators
but require an additional EP switch.
J.
NOTES
Units furnishsd approximatoly Us' (3) sma er tr|an given size.
Dimensions shown in parenlhsses ( ) indicate millimeters.
Dampers approved for airnow in any dircction.
sFC Fsofu.$t01R€pl-!. Fso6699 aL sfatED spEcEtcat oNs aRE suBJEct fo cHAnG€ wmaout NoncE oR ooLraanoi|'.ORus|n 2001
DIMENSIONAL IN FORMATION
MINIMUM
SLEEVE LENGTH
Note: 36' (914) maximum sl€€ve
length.
G ENERAL INSTALLATION IN FORMATION
The "L" dimension is the dimension the
sleeve. on the actualor side of the
damper, can extend beyond the wall or
floor in a slandard installation. The .L,,
dimenslon is designed to provide lhe
installer with inlormation to make inslalla-
lion easier. The lable b€low grovides a
range tor the 'L' dimension.
"L'DIMENSIONS
NOTE: Tha 2" (51) dimension is tor duct connections. The'L, dimension
indudes lhs 2" (51) for duct conneclion.
Wall/Floot
Thickness
Min. Slesve
L€ngih
4" (1021
s' ('127'l
6" ( 1s2)
7" (178)
8'(2o3)
e" (22e)
10" (2s4)
11" (27s1
12" (305)
Over 12' (305)
Thru 2a" (609)
17" (432\
17" (432)
20" (s08)
20" (508)
20' (508)
22" (sse)
22" (ssgl
23" (s84)
24'(610)
Add 1' (25)
for every inch
ol wallrfloor
dBpth
WALL THICKNESS
(102)(1271 (152)(178)(203)1229't
10'
1254|
Minimum
Standard
Maximum
81/4"
9'
10"
81/4"
10'
8l/1"
9"
'10"
8r/a"
9"
10"
8l/a'
9'
10"
81/a"
9'
10"
8r/.'
9"
10"
Expandod
METAL/WOOD/MASONRY WALL
OR CONCRETE FLOOR INSTALLATION
RETAINING'CINCH" PLATE
o.p
Eloctronlc
Fura Unt
(EFL)
Chch lrsvh.
Eoth Si&r
Approvtd
Actrtoa
Noto:
Diameter ' 6"
(152): plale size
rr- (13)
Xlnlmum OvaAp
ot W.U/Floor Op.[ing
A squaro opsning in wood or metal stud walb or masonry walls and floors shall be
a minimum of 1' (25) and a maximum of 21lf (O4) larger than the damper diameter.
See wood stud and metal stud framing for fre dampors inslaltation instructjons su}.plemenl for c.omplete traming details. A round opening in masonry walls or lloors
shallbe a minimum of 1'(25) and a maximun olZrf:f (64) targer than the dampe,
diameter,
Faclory supplbd retaining "cinch'phtes hold th8 damper within th€ wa opening.
The plales musl ovedap the op€ning a minimum of lil, (i3). Th6 plats fits snugly
around the int€gral sleave. The plat€s are fastened dirgcdy lo the wall or lloor. - 'REFER TO THE FSOR2s INSTALLATION INSTRUC.
TIONS FOR COMPLETE lNSTALLATION OETAILS.
SUGG ESTED SPEC!FICATION
Furnbh and install at locations shown on Dlans. or as described in
schedul€s,round combination fire/smoke dampers meeting ot
erceeding the follo ,ing specifications. Framas shall be a minimum
or 20 (.9) 9a9e galvanized steel and the blad€ shall be two piece.
equivalenl to l4 (1.9) 9a9B minimum galvanized. Eearings shall b€
stainless steel sl€ev€ turning in an extruded hole in the frame.
(Galvanized bearings shall not be acceptable). Elade seals sha be
silicone edge dssigned to vrrithstand 450'F (232'C) mechanica y
lastened and fully encompassing blade edge. Dampor must have
an inlegral 20 (.9) gags sle€ve and 20 (.9) gage r€taining phte for
damp€r mountjng. Squar8 to round transitions are unacceptiable,
Each combination fire/snoke dampef shall be dassified ior use br
fire resislanca ratings of less than 3 houE, in accordance with UL
standard 555, and shall furlher ba classifiad by Underwriters
Laboratories as a L6akag6 Rated Dampsr for use in smoke contml
systems in ac€ordanca with lhe latest version of UL555S, and bear
a UL label attesting to the same. Damp€r manufacturer shall have
lested and qualified with UL, a compl€le renge of damper sizes
covering all dampers, required by this specfication. Testing and UL
qualifying a singl€ damper siz€ is not aoceptable. The leakage rat-
ing under UL555S shall bs leal€ge Ctass | (4 cfm/tt. at 1" w.9. andI cirn/sq. tt. st 4'w.9.). Damper shall b6 list€d. with Catifomia State
Fira Marshal.
In addition to the lsakage ratings already specified herein. the
dampeF and their aciualo.s shall be qualified under UL555S to an
efevated lemperalurc ot 25O'F (121'C), 350'F (177'C), or 450.F
(232'C) depending upon the acluator. Appropriate electric/pneu-
matic actuators (spscifisr select one) shalt be installed by the
damper manufaclurer al time ot damper tabrication. Elect.ic actua-
tors, faclory inslalled on dampers, shall have been tested for pro-
longed periods ot holding (minimum I year) wilh no evidence of
reduced spring retum perfomanco. Damper and actuator shall be
supplied as a single entity which me€b a[ applicabte UL555 and
UL555S qualitications for both dampers and actuators. Each
damper shall be rated for leakage and airflow in eith€r direction
through the dampsr.
Eacft combinalion firelsmoke damper shall be equipped with a
'controlled closure" quick delect heat-actuated release device to
prevent ducl and HVAC component damage. lnslantaoeous
damper closure is una€eptiable.
DamDers shall be Ruskin modelFSDR2U.
o .-
(Consull Ruskin for detailed CSI MasrerFonDat Specfication.)
o
mo.-Orrvairr.l(lr- Cly, aPCaCll
Itlt, tlt.?'l?t
FAXOTqTG.Gr!r.i-aoo'|lRUSTflN'
RUSKTN'
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7475 FAX (816) 765-8955
INSTALLATION INSTRUCTIONS
FSDR25 COMBINATION FIRE AND LEAKAGE RATED DAMPER
Within Square Opening in Metal or Wood Stud Framing in I Hr. rated drywall partitions
or in 1 and 2 Hr. rated masonry floors and ceilings or walls
APPLICATION
The FSDR25 rouod comtination fire/smoke damper is designed to
operate rvith blade running horizontally. Dampers can be vertically
or horizontally installed with lh6 leading edge of the dosed blade
within the nall in accordance lvilh NFPA-9oA.
To ensure optimum operation and perfonnance, the damper must
be installod so it is round and fiee trom racting. Oo not compress
or stretcfi the damper frame into lhe duct or openang.
MOUNTING
Verti€al or Horizontal.
MINIMUM SIZE
6" (152) diametsr.
MAXIMUM UL CLASSIFIED SUE
18' (457) diameter.
INSTALLATION SUPPLEMENTS
Rsf€r to ths appropriate Ruskin installation operation instruclions
supdements for special requirern€n ls:
. S€aling of Damp€rs in Fire Ralsd Walls or Floo6
. Metal Slud Framing tor Fire Dampers in Drywall Parlitions
. Wood Stud Framing for Fire Oampers in Drywall Parlitions
Note: Dimensions sho^,n in parentheses ( ) indicate millimetsrs.
RETAINING "CINCH" PLATE
L Erpansion Gap
A square opening in wood or metal slud walls or masonry walls
and tloors shall be a minimum of 1" (25) and a maximum of
2ll2'(&4) larger than the dampet diameler. A round opening in
masonry $/alls or floors shall be a minimum of 1" (25) and a
maximum of 2th" (64) larger than the damp€r diameter.
THE RETAINING "CINCH' PLATE MUST OVERLAP THE
OPENING A MlNlMUii OF r/2' (13).
2. Damper Sleeve
The sleeve is iotegral to the damper and shall be of equal to or
heavier than the gage of lhe duct as described in NFPAgoA
and as defined by the approptiate SMACNA duct construction
standard.
3. Damper Orisnlation
The leading edge of the blads in the closed position must be
withh the dane of the wall. Verlical installetion is illustrated and
horbontal is similar (see GsnBral Inslallaton). The damper.may
b€ installed with up to a 30 degree variance of the axle b€ing
horkontal (see Blad€ O.ientalion seclion).
4. Relalning "Clnch" Plates
DO NOT PLACE CINCH PLATES IN GROOVE
Remove bolt from one glate and work across lhe sleeve twisl-
ing it over lhe axle. (lmporlant: Cinch mechanism should face
actuator.) Plac€ dampsr in the wall. Secure remaining plate on
opposite side of wall.
The plales are designed to grab and hold the sleeve while
mounting flush against the wall or floor r€taining the damper
sscurely in the opening. The plates must overlap the opening a
minimum of t/2" (13) (see 'Cinch" Plate section).
For rnasonry openings secure the "cincfi" plates to the wall/fbor
with appropriate length masonry sctews. For wood/metal slud
applications secure the plales to wall using #10 sheet metal
screnrs of appropriate lengths so as to have the mairr body of
lhe screws engage wood,/metal studs or runngrs (see Genenl
Installation).
5. DucUsleeve Connectlons
Round break-away conneclions must be ussd. Eilhsr a 4'(102)
wide drawband or #10 sheet metal screws spaced equally
around lhe circumference of lhe ducts as follows:. Duct diamoters 18" (457) and srnaller - 3 screws.
Noto: lthsn optimal s€aling of lhese Fints is desired, lh€ following
sealants may be appliod in accordance with the ssalanl manufac-
turer's instructions; Hardcasl, Inc. - lron Grip 601, Precision -
PA2064Tor ECO Ducl Seal rl4-52.
Do not place plales in groove
Figure I
SEE OETAILS ON
UL CLASSIFICATION
MARKING ON ENCLOSED
PROOUCT
ff.FsoR2tz9gR.pf.crs ft-FSDR2St 198 ALL sfA'lEO SPEc/,ncAnoNs ARE sUBJEcl lo CHANGE wlfHouf xoncE oR ogLlGA]rl(].N. orltr3tn umuialudng tglxl
GENERAL INSTALLATION
In 1 and 2 Hr. Rated Masonry Floors and Ceilings or Walls
ITEM DESCRIPTIO}I
'1. FSDR25 Round Fire Damoer
2. Relaining Plate,20 ga, steel
3. Duct
4- Masonry Wall Construction
5. #10 Concrete Anchor
6. 4" Draw Band
Figuro 2 Figure 3
Wthin Square Opening in Metal or Wood Stud Framing
in I and 2 Hr. Raied Drywall Parlitions
ITEII DESCRIPTON
1. FSDR25 Round Fire Damper
2. Retaining Plate,20 ga- steel
3. Ducl
4. MetalStud Wall Construction5. Wood Stud Wall Construc{ion
5. #10 Sheet Metal Screw
7. 4' Draw Band
Flgure 4 Figure 5
INSTALLATION ANO TIIAINTENANCE
To ensure optimum operation and p€rformanca, ths damper must be installed so il is square and free fiom racking. Do not compress or
slrelch lhe damp€r fram€ into the duct or op€ning. Lift or handle the damp€r using slseve or frame. Do not lifl damper using blades or aclua-
tors. Eacfi fire/smoke damper should b€ examin€d on a rogular basis to ensure it is not rusled or blocked. lt is recommended h€ damper be
opersted (the actuator cycled) at least onoe ewry 6 months. Care should b€ exercised to ensure ftat such tests are pErformed sately and
do not causr system damage.
BLADE ORIENTATION
fdigt f rio&?qfa.'Ai
(Marlmum)
30' OFF HORtrONTAL
(Maximum)
NORIIAL
RUSKTN=
3900 Dr. Greaves Rd.Kansas Cily. MO 64030 (8161761-7476 FAX (816) 765-8955
FSD36 COMBINATION FIRE/SMOKE DAMPER
ltA HOUR UL555 RATED, UL555S LEAKAGE CLASS II
APPLICATION
The FSD36 is a combination tire/smoke damper built with triple V-
gtoove blades and controlled closure technology thal provides
point-of-oaigin fire containment and operational ,lexibility in stalic
and dynamic smoke management systams.
The FSD36 may be installed vertically in walls or horizontally in
concrete fioors in HVAC systems with velocities to 2,000 fpm and
pr€ssures lo 4" w.g. (consult Ruskin for proper application it velocity
and prossure €xceed those listsd abovo).
STAiIOARD COIISTRUCTION
FRAME
5'x l6 (127 x 1.61 gage galvanized hat-shaped steel channel
structurally sup€rior lo l3 (2.3) gege channellrame.
BLADES (PARALLEL OR OPPOSED ACTION}
6" (152) wide, 16 (1.6) 9a9e equivalent thickness galvanized
steel. Triple V€roove shaped appmximately 6' (152) on center.
8 EARING S
Stainless strelsl€eva pressed into lrame.
JAXB SEALS
Stainloss ste!1, lleribl! metal comprassion type.
ELAOE SEALS
Silicone sdge lyp! for smok. seal to 450'F (232'C) and galva-
niz€d slreltor llam€ ssalto 1900'F (1038'C).
LINKAGE
Concealed in liam€.
C O NTRO LLED C LOSURE DEVICE
(HEAT.ACTUATED)
165'F {i4'C) standard. 212'F ('|00'C) or 285'F (t4t'C) ar€ stso
availablE Ct no addilionalcost.
DAMPER SIZES
ifiNritut{ stzE
5'w x 7'h (127 x 1781. Dampers under 6'w (152) ar€ Lsalago
Class lll. (S6e nolc 3.)
MAXIIIUM SIZE
Vertical Installalion - 126'w x 122'h (3200 x 3099).
Ho.izontal Instsllation - 144V x 96"h (3658 x 2438).
OPTIONS
TSl50 Flresiit for reopenable op€ration in dynamic smok6
managcment syslsms.
DSD Duct Smoko Detector (No flow or flon, rat€d).
SPi00 Switch Packrge to remotely indicate damp€r blade po6i-
lion.
FAST &rgle ior one angl6 installation.
G St!y'a fo( gdlle applications.
GA, Grlllo Access Type tor through the grille access to actuator
and conlrol devices (s6e FSD36GA model).
OW, Oul of WallrFloor typ6 for through penstralions (Se€
FSD36OW model).
RA, Integrrl Retdnlng Anglo Typs tor Toot proofl one sid€
installation (model FSD36RA).
Sleevss of vadous lengths and gag€s.
Access Doors tactory mounted in @mmo'l sEeva.
MCP Conkol Panels for test purposes or smoke managemeol
syslems,
Firestop Caulk for installaticfls without aogles.
Stainless Stesl Const ucdon
Model FSD36 maets lhe requiremenls for fire, smoke and
combination firey'smoke dampers established by:
. National Fire Prolection Associalion NFPA Slandards
9OA. 924. 928 and 101
. BOCA National Building Codes
. ICBO Unitorm Building Codes
. SBCCI Standard Building Codes
. ICC lntemational Bullding Codes
. CSFM Callfomla Staie Fire Marshal Fire Dampsr Listing
(*3225-245'.O05 aod Smoke Damper Listing (#3230-
245:109)
. New York City (BSA Lbling #176{2-SM)
UL CLASSIFIED
UL555 Listing R5531, UL555S Lisling R10525
FEATURES
Tha FSD36 ofiers:
. EFL (El€ctric Fuse Link) or PFL (Pneumalic Fuse Link) heat-
actuated Jelease devices permit cont]oll€d (rather than instania-
neous) closure through the damper aclualor. The EFL and PFL
allow the damper to automatically reopen atter a tesl, smoke
detection or power failure condition.
. EFL is standard on dampers with eleclric acluators.. PFL is standard on dampers with pneumatic actuatoG.. EFL'S may be ordered on damp€rs with pneumatic aduators bul
roquire an addilional EP switch.. Oual dirsction airflow.
. Actualors mounted eifter oul or in aiGtream.
NOTES
'1. Oampsr are fumished approximately t/a" (5) smaller than given
opening dimensions.
2. Dimensions shown in parentheses ( ) indicale millimeters.
3- Consull Ruskin for dampers lsss than 7'(178) high without
using B style transitions.
I
H.ighr
I
Sp.c FSO3&'lozR.pl.c.r FSOlfFtOl ALL SfAfED SPECIFICANONS ARE SUAJECr fO CHANAE WE'lOUf NONCE OR OBLIGAfION,€ Rusrn No€mDer 20m
AMCA LICENSED LEAKAGE AND AIR PERFORMANCE DATA
iln
ctR
Ruskin certities that the Fso36 shown hereon is ticensed to bear the AMCA seal. The ratjngs shown are
based on tests and procedures performed in accordance with AMCA Publication 511 and comply with
the requirements of the AMCA certified Ratings Program. The AMCA cenified Ratings seal applies lo
both air leakage and air pertormance for the parallel blade FSD36 and to air pertormance ooly tor the
opposed blade FSD36.
Air leakage is based on operation between so'F and 1(x'F. only dampers furnished with factorv
installed actuators are lioensed to bear the AMCA seal.
To determioe lhe AMCA Licensed air pedormance:
Locate lhe applicable feet por minub face vebcity on th€ bottom ot lhe velocity vs. pressure drop chart below. Movo up the chart to {re mostappropriatE sizB damper lin€. From the inl€rsEclion point, move lefl to determine the pr€ssure dmp on the left side of the dlart.
VELOCIIY vs. PRESSURE DROP
0.1
.09
.08
.07
.06
J 4 6 789 2
500 | 000
FACE VELOCITY - FEET/MINUTE
AMCA Fig. 5.3
1.0
0.9
0.8
0.1
0.6
0.5
0.4
-oio
u.lIoz
oEo
UJEf
ata,utto.
.05
.04
.0J
.02
9
| 0000
SIZE REQUIREMENTS FOR LEAKAGE CLASS II
MINIMUM
SINGLE SECTION
irAxrMuM MAXIMUM MULN.SECTION
SINGLE SECTION VERTICAL MOUIiTT HORIZONTAL MOUNT
12'w x 9Tl
(305 x 229)
36'\w x 48'h
(914 x 1219)
72"w x 48"h
(1829 x 1219 )
721,v ,( 48"h
(1829 x 1219)
//
/t
4 A7lfr/I
{ /,4 A
/r/,/!/s
I
{l,]
I {,,L
t
{l
t00 5000
SPACE ENVELOPE
T-T
-t
l_,_J
DAMPER SLEEVE DIMENSIONAL DATA
Externally mounted actuators require space outside the damoer
sleeve. The "S" dimension is the "side" clearance, the,,T" dimen,
sion is the "top" clearance and lhe'8" dimension is the,,bollom"
clearance required tor lhe various acluatoE approved tor use wilh
Ruskin fre/smoke damp€rs. Actuators and accessories are factorv
mounled on the right side when viewed from the acluator side of
the wall or floor. Ruskin fire/smoke dampers can be rotated or
turned over to accommodatB the application. It the aclualor must
be mounted on top or botlom, select the FSD60V.
For actualors nol shown. refer to the Actuators And Accessories
Space Envelopes For All Firq/Smoke Dampsrs dala sheet.
NOTES:
l. The 'H' dimension represents the required height to eocompass
lhe acluator and accassories wilh nothing protruding above ot
below the damper.
2. For every inch damp€r is less than "Ff dimension add one inch
to "B' or "T" dimonsion.
ELECTRIC ACTUATORS WITH EFL
ACTUATORS H s T B
H2000 and H2024 12" (305)4' (1021 0" (0)l.r rri
MS4209. M58209 12" (30s)4- 11021 0" (0)N/A
GGD221. NF120. 24 14" t355)5'(1271 N/A 0" (0)
ELECTRIC ACTUATORS WITH TSI5O OR SPlO(r
ACTUATORS H s T a
Hm00 and Hm24 12. (305)4" (102)0" (0)N/A
MS4209, M58209 12" (30s)4' ( 102)0" (0)N/A
GGD221. NF120. 24 14" (356)t (1271 0'(0)N/A
Th€ drawing and conesponding table show the position of tho
damper when mountad in a factory sl6gve. The standard mounting
locations provide enot€h spaca tor 0|e mounting of actuators, conl
trols and allo$, space fo. inslallalion of retaining angles and dud
conn€ctioos- Ihe midmum faclory sleeve length is lf (432). Con-
sult Ruskin for shodor sleeve lengths.
Th€ siandard location of a damp€r mounted in a factory sbeve (,L,,
dimansion) is shown al righl. The dampef can b€ positionad at
9-t!91 locations within a range ot r (178) or .tor/2" (267) and 9.
(229) to 121/1 (318) depending on siz€, actuator and options.
NOTE:
The entiro damper frame is not ]3quirsd to be installed vyithin th€
wall. The damp€r bladas, whsn dosed shorrld be contained within
the wall.
iil
li'@;;-l Hl
--6-tl'.|
-ijio"'i"" i[_
All dampqrs ydth
EFL or PFL
All dampsE with TS150rSPl00 or SPl00
Eloctaic Ac{ualors Pnaumroc Actuators
Over I0"
1251't
High
r0" (2s4)
High Nnd
Undor
Over 21"
(533)
High
or 3T
(813) Hish
wrGGOzzl
21'(533)
High and
Under
or 3?'
(8r3) Hish
end Undor
wrcGD22l
331./A27lP)331-2961(Pl 33r.3060{Pl
Over 28"
0rr)
High
2E (7r 1)
High &
Under
Over 32"
(8r 3)
Hlgh
32' (8r3)
High &
Under
Over 40'
(1016)
High
40'(r016)
High &
Unde.
Minimum
Maximum
7'(178)
7 '/!' (18 t)
9'(229)
10lh' (2671
1OVr' (2701
12 '/2' (318)
7'(r78)
7rh' (t 8t )
s'(229)
I or/2' (267)
10sh'(2701
121/2'(318)
7'(1781
?1/r'(181)
9'(229)
r0uI{267)
r05tu'(270)
l2'h'(318)
?'(r78)
7 Vr' (l81)
s'(2291
10'/2' (?67)
10r/r'{270}
l2V2'(318)
7' (178)
7't8'{181}
9'(229f
l0Vr'1267)
l(}Xr'{2701
|2'l2'{318)
DIMENSIONAL INFORMATION
MINIMUM SIZES
Nominal 5'w x 7"h ('127 x 178)
Actuaf 43/a"w x 63/a'h (121 x 171,
Oampers with heights (g dimension)
less han f (178) rcquire Sty'e B Uansi-
lions and a slsevs. Th€ damper itsatt
ramains 7" (178) high.
Consult Ruskin for spacial construc on
on dampors l6ss than 7'(178) high
withoul using a transition.
SPECIFICATION
MAXIMUM UL CI.ASSIFIED SIZE
Single Seclion:
36v x 48'h (914 r 1219)
Multipl€ Soction Assembly
Vertical lnstallalion -
126'\,v x 122"h (3200 x 3099)
Horizonlal Inslallation
1441,v r 96'h (3658 r 2a38)
For dampers axceeding these
dimsnsions consult Ruskin.
ROUNO, OVAL OR TRIANGULAR OUCT
TRANSITION CONNECTK'N
FSO36 dampers supplied with round conn6c-
lions (R for low pressure, CR for medium pres.
sure or WR welded for high pressure) ar€:
Minimum 4'(1102) in diameter
Marimum verlical 120" (3&fg) in diameter
Maximum horizontal94" (2388) in diametel
The square siz6 ot the damper wifi be 2. (51)
larger lhan the diametor dimension ordered.
FSD36 damp€rs supplied with rsclangulat
conneclions (C tor lo\,v to medium pressuta or
WC welded for high pressure) are:
Minimum 6'w x 41 (152 x 1O2l
Maximum vertical 124'w x 120"h (3150 x
304S)
Maximum horizontat 142'w 94,h (3607 x
2388)
The square size ot the damper $,ill be f (5f)
largsr than the width and h€ight qt the damper
A x I dimensions.
FSD35 dampers supptiod with oval connec-
tions (LO for low pressure, CO lor medium
qr€!!ul6 or WO weldad tor high pr€ssurdwilt
b€ 2. (51) largar lhan fis width and height of
lhe damperA x I dimonsions.
Cornbination fre/smoke dampers mseting or. exce€ding the folloriv-ing specifications shall bs ftJmished and insta Bd;t locations
shown on plans or as desc.ibod in sdt€dules. Dampers shall meet
the rsquirsments ol NFPAgOA,92A and 92E| and shafl be classified
for use lor firo r€sistianc€ ratings of less than 3 hours. in accor_
danc€ witr| UL555. Dampers sha furth€r ba dassmsd as Laakaoe
Rated Dampers for use in smoks control slstems in accordan;
walh tha latest version ol UL555S. The leakage rating under
UL555S shall be leakag€ Class (10 cfrn/sq. ft. at i, w.g). -
In addilion to lhe bakage ratings already specifed harcin, the
d,ampers and heir actuators shall be quatifu undor ULSsAS to an
slevalsd tamp€ratura of 250.F (121.C), 350.F (i77.C) or 4SO.F(232'C) depending upon the actuator. Appmpriate ebtfic/pneu_
malic acluators {rpeclfler E.lsct on!} Ehall b€ installod by the
damper manutaclurer at tirn€ of damp€r fabakation. Electric ac{ua-tors, taclory installed on dampors up Io E squaro fe€t. shal haveb6en lestad for prolongad pBrlods ot holding with no evidence of
reducad spring relum pedormanc€. Dampsr and actuator shal b€
supplied as a singtE sntity whbh meets at applicabte UL55S and
UL555S qualifications for both dampcrs and acluators. Each
damper shall bo rated for leakage and airflo| in eithsr direction
through the damper.
Each combination fire/smoks damp€r shell be aquipped with a
'controlled closure' quick dst€ct hsat-actuatad r€leas€ dovice to
pGvent duct and HVAC compon€nt damage. Instantaneous damp€r
dosure is unacceptablg.
Oamper trsme shall be minimum 16 (1.6) gage galvanized stesl
formed hlo a slructural hat channel reintorced at comBrs. Damper
blades shall b€ single skin galvanized steel 16 (1.6) gage mioimum
with thIee longitudinal grooves for reinforcement. Bearings shall be
stainless steel sleeve tuming in an exfuded hole in the frams. Blade
edgc seals shall b6 inilatable silcone coated fbergtass and galva-
niz6d sle€l madtanicaly locled into blade edga (adhesive or dip on
seals not acceptable). Jamb seals shall b€ stainless steel compres.
sion typ€. Each damper shall bs supplied tvith a faclory mounted
aleeve of 17" (432) minimum length. Oampcrs shalt be Ruskin
model FSD36.
(Consult Ruskh for delail€d CSI l,tastbrFomra! Specification).
39@ Or. Gr€av6 Rd.
Ka 3as city. fro 64030
18r5) 76r-7a76
FAX l8 16) 765.8955RUSKTN^
RUSKIN'
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAX (816) 76s-Q9s5
INSTALLATION INSTRUCTIONS
FSD3s, FSD36(C), AND FSD37(C)
COMBINATION FIRE and SMOKE DAMPERS
1rl2 HOUR UL555 RATED
APPLICANON
Models FSD35, FSO36(C) and FSO37(C) combination fire and
smoke dampers are designsd to operale with blades running hori-
zontally. The slandard application is with the leading edge of the
closed blades wilhin the wall; howBver, these combination fire and
smoke dampers can be manufaclured to be installed outside lhe
wall or foor.
FSD35, FSD!6, FS0t7 IAXTIUI Ut CLASSTFTEO STZES _
PARALLEL BLADE
Single section vertical or ho.izontat inslallation
36\f x 481| (914 r 1219).
Multiple section assembty vsrtical installation
90'w x 481r of 36'w x 9it (2286 x 1219 or 914 x 2311).
Muftiple seclion assembly hodzontal instathtion
90'w x 48'h (2286 x 1219).
FSD35'OB, FSD37/OB MAXIMUM UL
CLASSIFIEO SIZES - OPPOSED BLADE
Single section verlical or horizontal installatiofl
36"w x 48'h (914 x t219).
Mulliple s€ction assembly vertical installation
120v x 951r (3048 x 2438).
Multple section assembly hodzonlal installation
144k x 96t (3658 x 2438).
FSD36/OB MAXIMUM UL CLASSTFIED SIZES -OPPOSEO BLADE
Single seclion vertical installation
42\v x 61'h (1067 x 1549).
Single seclion horizontal installation
361r/ x 48"h (914 x 1219).
Multiple section assembly vertical installalion
126L, x 122"tr (3200 ,( 3@9).
Multiple ssction asssmbly horizontal instathtion
144'w x 961| (3658 x 2438).
FSD36C, FSD37C IUAXMUM UL CLASSFTED STZES -PARALLEL OR OPPOSED BLADE
Singla ssction verticat or horizontal installation
24\w x 241t (610 x 610).
FSD35SS, FSD36SS and FSD3TSS UAX Uil
UL CLASSIFIEO SIZES - OPPOSED BLADE
Multiple soclion assembly vsrtical installation
901,v x 48'h (2286 x 1 21 9) .
Dimensions shown in parentheses ( ) indicate millimeters.
New York Cny ASA No. I 76-Bit-Slt for FSO35, 35.
N€w York Clty trtEA No. 394-93.1u for FSO37.
ALL SIA7EO SPECIF'CANONS ARE SUAJECT fO CHAN6/E WTHOU| NOi/fE OR OBL/r,ANO .
INSTALLATION SUPPLEMENTS
Rsfsr lo lhe appropriate Ruskin installation instructions supple-
msnts for special requirements:
. Transfer Openings and Duct Teminations
. Mullions for Dampers in Oversized Wall Openings
. S-and-Orivemats No. 14880
. Flangsd System Br€akaway Connections
. TS150 FiBStat System with High Limit TamperatuG Sonsor. Elecbic ELF Controll€d Closure Devrce
. Pneumalic PFL Controlled Closure Oevice
. Fira and Combination Fire/Smoke Oamper Insta ation in
Concfets Floor with Steel Deck.
. Extension of Fire and Fire/Srnoke Oamper Sleeves.
Cslifon{a Stata Fire Ma6hal Listng No. 3ZSZ45:005 and 3230.
2ll5: I 09 for FSD35, 36.
eR'Ern 2002
"tr SEE COMPLETE
MARKING ON
PROOUCT
ll-FSDJr6ioZ R.gbc€! [-FSO36- t22(m
|. O p!n in9 Clsar.nc.
The openiflg in the wall or lloor shall be Iarger lhan the damperi
sleeve assembly lo permil inslallation 0r €xpansion. For two angl€
inslallalions the opening shall be a minimum ot t/t'per foot (3 p€.
305) larg€r than lh€ overall ri2e of the dampef/sl!eve assembly.
The marimum opsning siz€ shall nol erc€€d l/s'psr foot (3 per
305) plus 2'(51), not shall lhe openiog be less lhan r/r'(6) laeer
than the damper/sl€eve ass€mbly. For onr angl€ inslallalions, lhe
opsning shall be a minimum ol r/.'(6) to a marimum of l'(25)
larger than lhe ov€rall size of lhe da m per/sl€ev. assem b t.
2. Faslto?rs.nd f,ultiple Srction Ass!mbly
Wh€n joining rnultiple damper assembli€s or frslening the damp€r
to lhe sleEve, dampers shall be fast€nsd wilh l/4-20 (M6) bolls,
number 10 (M5) screws, or t/r'(13) hng welds slaggered int€mif
lenlly on bolh sides. SDace fasl8ners 6'(152) on cenlst and a mar-
imum 2' (51)hom lhe €nds of lh€ joining seclions ot hom Each cor-
ner. lVhen joining mulliple danper assenblies. a conlinuous lis'(3)
bead ot Dow-Cornrng 999-A. Dow.Corning silastic 732 RTV, 0r GE
RTV 108 s€alanl shall be applied on the mullion ioint. Press thr sur-
face ot lhe seabnt in phce lo dispel any aar. Anolher bead of lhe
same sealant shall bs spplied bslwe€n the damp€r and sleeve in
lhe sam€ manner. Only 0nc side of lh€ damprr rcquir€s caulking.
Nole lhe slalanl is nol requhcd whon danpeJs ar€ sup!lird lor lir€
damler applicalions only and are nol required lo be 16akag€ raled.
Mulliple seclion high vsrlical mounl damp€rs include a til gags r 5'
12 | l21l wide sleEl mullion plal€ sandwiched betwsen lh! damp€r
lrames where reourred. The mullion olale musl b€ lhe same materi-
alas lh€ dampers.
3. Dam p6 r Sl!cYe
Sleeve lhiclnsss must be €qual to or thickar lhsn lh€ ducl connecl.
ed lo it. Sle€ve gage requifenenls are lisled in th€ SMACNA FirG,
Smok6 and Radialion 0anpet Inslalhtion Guids lor HVAC Systrms
and in NFPAgoA. ll a brcala*ay style ducl/slBsve connrction is nol
us!d, lhe slesve shall be a minimum ol l6 g89a ('|.6) fot dEmDers
up t0 36'(9,|4) wid€ by 24'(6101 high and t4 g89e (1.9) tor
dampers ercoeding 36' (9141 yvide by 24' (6101 high. 0ampcr
sleeve shall nol exl€nd more lhan 6'(152) beyond lhe tire wall or
pa ition unless dampsr is equipped wilh an actuator and/ol faclory
inslall€d acc€ss door. Sl€eve may ert€nd !p to 15. (406) bsyond
the fire v{all 0r partilior on sides €quipped with actualor and/or fac.
tory anslall€d arcess door. Sl€sve shall lerminate al both sidas of
wall silhin dimensions shown.
il. Dan p!r 0,ient.lion
Damp€r is drsign€d t0 op6rala wilh blades running horizontally end
musl bs inslalled with leading €dg! of closed bladss within the wall
or lloor whcn lhsy ara in ths closed posilion. l,rsE 'llount With
Arrow Up'labelas a guid! tor propsr dampat orienlation. Horizontsl
mounl danp€rs may be insiallod wilh aclualor sbovs or bslow lh!
tloor-
5. llo0nting Angle3
lilounling anghs shall be a minimum ol I l/2' r I lh'r 20 gage st8rl
(38 r 38 r 1.0). For openings in metal slud, nood stud 6nd con.
crelernasonry walls ol sizcs 90'r l9'or 49'r 90'(2286 r 1215 or
l2a5 x 2286) 8nd lesE nounting sngl€s ale only rrquired on one
sids ol lh€ uall snd musl be altachrd to bolh th6 slsev! and th€
wall. l,!ounling angles may be installrd directly lo th! metal stud
undet lh€ wall b0ard on n€lal stud wall installatbns only. Larg!r
0penings and lloor inslallrlions t!quir€ mounting angles on bolh
sides 0l the partilion and musl bs allach.d only t0 th! sl€rv..
Mounling anghs nusl overlap th. paiilion I minimum of l'(25).
00 nol w€ld or faslcn anglss tog€ther et corncrs of dampers.
Angles nusl overlap th! parlilion a minimum ot 1'(25). Ruskin
fire,lsmole dampers mey be install€d using Ruskin FASI anglc tor
on€ angle instellation or Rustin PFt A tor two anglc installations.
.. Iounting Angl! Frst!nrrs
Mounling angle laslcoers shall be f10 (M5) bolts or scfews, tl0
sel{.lapping concrele anchots or c0ncr!le scr€ws, l/a'(13) l0ng
lacl welds or 3/ri'(3) diam6ter ste€l riv.ts.b. o!ntiog Anglc Frrt.n!r Sprcing
F0r one angle inslallalions thr sle?ve fasteners shall be spaced
al 6'(152) o.c. and th! uall fasi.ners shsll b€ sfacrd at 12'
(305) o.c. rith a minimum of 2 lasl€ners on ssch sid€, to! and
bollom. Screw lasl!nrls used in metal stud musl €ngaC€ lhe
n€lalslud a nininun ol t/z' (13). Scrsr fasteners used in wood
slud musl €ngage lhe rvood slud a minimum of 3/r'{19). Screw
faslEners used tn masonry v{alh musl engagE lhs wall a mini-
Prl 's'sU?
tl
sl^ltotxc s
mum of 1l/2' (38). For two aIgle installalrons lhe faslenets shall
be spaced al 8'(20310.c.
5. 0uctrslseve Connections
r. B real-avay 0ucUSleeve Connections
Rectangular ducts m usl use one or mofe of lhe connections
depicled b€low
€--E-
0ou8r.€ 's'suP fisr0E suP Jo I
sTAl0rxG s {^[r.l !lA[D[a6 s
llrr R.inlotc.dl
(6l/l:t
0RrvE slD Jot{I
A marimum of lwo fl0 (M5) sheel melal scrervs on each side
and th€ bottom, locel€d in the cenlar 0l lhe slip pockel and pens.
lraling bolh sides ol lh€ slip poct€l m8y be used. Conn€ctions
using lhes€ slip joints 00 lhe lop and boltom wilh lhl ddve slips
up l0 20' (508) long on lhe sides n ay also be used.
b. RouId rnd 0val Br€.t.away Conncclions
Round and llal oval break-away conn€clions m ust use eriher a 4'
(102) widr dravband or {10 (U5) sherl melal scrervs spac€d
equally around lhe circumler€nce of lhe ducl as tollows:
. Duct diam€lers 22'(559)and smaller - maximum 3 scr€ws.
. Duct diam6lers over 22'{559) and includiog 36'{914) -
maximtn 5 screns.
'Ducl diamel€rs over 36'(914) and up to and including lgl'
(4851) lolel psrim eler - maximum 8 screws.
F0r llal oval ducts, the diamEter b considered the largesl (major)
dimBnsion ot lh€ duct. These connections are d€picled in lhe
SMACT{A Fi.e, Smoke, and Radiation Dsmpe.Installation cuid..
Not€: When oplional sealing 0l lhese ioints is desired, th€ lof
lovring sealanls may bE applisd in accordance wilh ihe s€alanl
m anufaclure r's inslruclions:
Hardcasl, Inc. - lror Grip 601 Pr€cision - PA2084T
Eco Ducl Seal4l-52
c. Fhng.d Bt!at.rr.y Sttla 0ucUSle.v. Connlctlon3.
Flang€d conn.clion syslems manutaclured by Duclmate, flerus
or Ward ars approved blcak-away whsn inslalled as shown on
the Flanged Syslem Br€alaway C0nn€clions Supplemenl.
TDC and TDF,oll.torned flang.d conneclions using 3/r'(10)
slrcl Dolls and nuls, and m€lal clrats, as l€sl!d by SMACNA,
ars approved break-away conneclrons shen installed as shown
on the Flang€d Syslem Sreakaway Conneclions Suppl€menl.
d. l{on.8real.rnry 0uctlsleeve C onn ectio n5
ll other ducl/61€rys conneclions are osed, lhc sleeve shall be 8
minimum ol l6 9ag6 (1.6) lor dampers up to 36'(914) rvide r 24'
(610) high and '14 gage (2.0) for dampers 36' (914) rvide r 24'
(610) high.
7. Actu.tor Connactlons
El€cttic and pneumalic actuators are to be conn€cled in accordarc€ i .
with wiring.nd piping diagrams d€veloped in compliance wilh
applicable codes, ordinances and regulalions.
6. lnstillation .nd Uainlrnerce
Th€ damper nusl be inslalled so il is square and lre€ hom racking.
Do nol c0npress or strelch lhe damper hane inlo lhe d!cl or open.
ing. Litl or handle the damper using slesve 0r ftamr. 0o not lill
damper using blader or actuators. Each lire,/smole danp!r should
be Eranined on a rrgular basis lo ensure il is nol rusl€d or blocked.
In addition, each danp€r should be lesl€d p€ri0dically, ( FPA rec-
ommcnds annrally or semiannually, d€psnding on lh! applicatbn)
lo €nsurc il will ,erlorir as intended. Care should be erercised to
€nsute lhal such tesls are Derlormed salelv and do a0l caus! svs-
lem dama9€.
tErlE0's'lUP
stlro G s
(Anil. R.inlorc.d)
a
-1-STAXDUTC 5
lArtl. Rrirfor.r dl
VERNCAL INSTALLANON
DamPer may be installed with actuator on either side of lhe partition in accordance with the air flow label on the damper.
rn. (5)
Mlnl't|um 'A'(61lllnlmum
FAST ANGLE (ONE ANGLE) INSTALLATION
Angle may be installed on eilher side of the parlition.
ITEM OESCRIPTION
1. Acluator (location rnay vary).
2. Oplional FireSht or SP-100.
3. Auxiliary OperatirE Jactshatt
4. Damp€r
5. Or/€r.C6ntsr Link
TWO ANGLE INSTALLATION
Angles are required on both sides of the partition.
ITEM
6. Sleeve
DESCRIPTION
7. Caulking Material
(may be on either sue of damgrer frame).
L Mounting Angles (PFMA, FAST or conventionat anglss)
9. Ouct/sleeveconnBclion.
1' (25) ltlnLnum
t6'({6)
ilaxlmum
I' (25) inlnurl
TYplq.l. ot|||||p
o|| dl Sialc.
o{ P.r00m W|I
HORIZONTAL INSTALLANON
r 6' (.05)
llDdnum
6'l1s2)
ll|rrimum
I
ITEI' DESCRIPTIOI,I
1. Actuator (location may vary).
2. Optional Firestat or SP-100. {
3. Auxiliary Oporaling Jackshaff
4. Oamp€r
5. Over.Csnler Link
6. Sleeve
7. Caulking Material
(may be on either sUe ot damper trame).
8. Mounting Angles (PFMA, FAST or conventional
anglss)
9. DucLlsleeve connoction.
TWO ANGLE INSTALLATION
Angles are required on both sides of the floor.
RECOMMENDED FRAMING FOR OPENINGS IN WOOD AND METAL STUO WALLS
1,
2.
INSTRUCTIONS
Frame wall openings as shown.
Double vertical sluds ara not required lor
opeoings 36"ry x 36'h (9'14 r 914) or smaller.
Full lenglh studs are not lequired nexl to the
damper if the spacing from the damper to the
full lenglh stud does not exceed the maxi-
mum slud spacing. The opening may be
tramed with studs that are attached to tutl
length studs (see figure 2).
All conslruction and tasteners musl meet the
requirements of lhe appropriate wall design
and/or local codes.
Consult the authority havinq iurisdiction lor
other acceptable traming melhods.
4.
Fl9ur6 2
MaLl Slud Cooairucdo||
Metal Stud
Framlng Shown
Woodan Std Cooatdctloo
||t rod .arJ6 cotrttrtogt9.r.I r$016 n|nl co!-.l noc.l .trd !rt--.
24" (61 0,
O.C. lr.x.
Flguro I
MAXIMUM UL CLASSIFIED SIZE
(Vertical lnstallation)
FSD3608
MAXIMUM UL CLASSIFIED SIZE
(Horizontal Installationl
FS0360B
Seo Not.r l,2.
Notes:
1.AI multiple section dampds are construc{sd ot equal singls
section sizes no grsaler than tha maximum sing'ta secti-on
sizes indicatsd above.
2. Iwo s€c1bn high dampers r€quire a 14 gage r6inbElng phte
unless overall heifht is tess th3n 9i" (Z3il)and width is tess
lhan 32" (613).
3. Horizontal damp€rs ov€r 3 soclions wiile and I section hillh
rBguare a 14 gag€ r€htordng phte.
E
No. iELTU IE|.(A
o
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a
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RUSKTN^
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAx (816) 76s-895s
FSDR2s COMBINATION FIRE SMOKE DAMPER
UL555 and UL555S Leakage Ctass I Classified
FOR USE IN DYNAMIC AND STATTC SYSTEMS
APPLICATION
The FSOR2s is a'true round" Class lleakage rated combination
fire/smoke damper designed for use in metal, wood or concrele fire
and smoke raled partitions and concrete floors. The FSDR2S is the
ideal choice when round duct is used on a proiect. The damper is
raled for marimum velocity ot 4,000 hm and 4,,(102) static pres-
sure. The integral frame and uniqus',cinch ptate. desen provide a
low cosl, easy to install, high pertorming damper.
STANDARD CONSTRUCNON
FRAIIE'SLEEVE
20 gage (.9) galvanizad stset, standard i7, (432) long.
Frame/sleeves available up to 36. (914) in l6n9th. See min!
mum sleeve lsngth chart on page 2 for assistance in choosing
correct frame/slaeve length,
ALADES
Twcpieoe 14 gage (1.9) eguivalent lhi*ness galvanized sleel.
BEARINGS
Stainless steel sleeve, prassed into trama.
ALADE SEALS
Silicone edge type sandwidEd betwsen two pioca blads. Futt
circumferanca srnoka seal to 450.F (232.G).
LINKAGE
Jackshafl to blade.
AXLE
r/2" (13) diameter.
CONTROLLED CLOSURE DEVICE (HEAT.ACTUATED}
165'F (74'C) is standard. 212.F (.tOO.C) or 285.F (i4t"C) are
a\€ilablo al no additional cost.
Model FSDRzs meels the requirements for fire, smoke and
combination fi relsmoke dampers eslablished by:. Nation.l Flrs Protection Association NFpA Stafldards
90A. 92A. 928 and 101
. BOCA Natlonal guilding Codes
. ICBO Uniform Building Codes
. SBCCI Standard Bullding Codes. ICC htemational Building Codes. CSFM Califomia Stats Fire Marshal Fire Damper Listing
(#3225-245:1021 and Smoke Oamper Listing (f3230-
245:'1101
. New York Glty (BSA Listing #176-82-SM)
UL CLASSIFIED
U1555 Lisling R5531, UL555S Listing R10525
FEATURES
The FS0R25 offe$:. EFL (Electric Fuse Link) or PFL (Pneumatic Fuse Link) h€at-
actuated release devices pormit controlled (rather than
instantianeous) dosure through the damper actuator. The EFL
and PFL allow the dampor to automatically reopen after a
lesl. smoke delGction or power failure condilion.
' EFL is standard on dampErs with electric actuators.. PFL is strandard on dampers wih pn€urnalic actualors.. EFLb may b€ ordered on dampers with pneumatic acluatoas
bul requir8 an additional EP switdt.DAMPER SIZES
XINIMUM SIZE
6' diametor (152).
fAxmuit stzE
Vertical / Horizontal Instelation - 24" diam€ter (6.t0 ).See page 2 for dirn€nsimal intormation.
OPTIONS. TSt50 Flr8stet tor reopanabls operalion in dynamic smok€
managemsnt systerns.. DSDF Flow Duct Smoke D.leclor - Consult Ruskin.. SP100 Swlkh Packrgs lo Gmotely indicats damper blad€ posi-
tbn.. Sle.wrFrrmc of various lcogths to insura ll6ld complianc€ with
UL hstallalion raquiroments.. Accass Ooor tactoay mounted in common slssvr to insure com-
pliancs with UL inslallation requir€ments.. MCP control panels lor tast purposes or smoke management
systems-
NOTES
1. Unlls furnishEd approximately J/s" (3) smaller than giv6n size.
2. Dimensions shown in parentheses ( ) indicate mi imeters.
3. Dampers appro/ed for airfow in any dir€ction.
sp'c FsDR2ttotrRsplacs FsoR2t69o aLL stafED sPEdFrcanous aRE sugJ9cr fo cHANaE Mwout Not cE oR oBLEATtoN.ORu3th 200r
DIMENSIONAL I NFORMATION
Wall/Floor
Thickneas
Itin. Sleeve
Length
4' (102)
5" (r27)
6'(1s2)
7', (1781
r (203)
9" (229'l
10" (254)
11" (279)
12" (305)
Over '12" (3O5)
Thru 24' (6Gl)
17" (432)
17" (432)
20" (508)
20'(508)
2o', (508)
22', (55e)
22', (55e)
23'(s84)
24" (610)
Add 1' (2s)
lor rvrry inch
ol wall/tloor
deplh
MINIMUM
SLEEVE LENGTH
NolE: 36" (914) maximum slaeva
length.
G ENERAL INSTALLATION IN FORMATION
The "L" dimension is the dimension the
sleeve, on the actuator side of the
damper, can extend beyond lhe wall or
floor in a standard installation. The .1"
dimension is designed to provide the
inslaller wilh infonnation to rnake installa-
lion €asier. The table below provides a
range for Ihe "L'dimension.
.L" DIMENSIONS
NOIE: The 2" (51) dimension is for duct connections. The'L'dimsnsion
includes lh6 2" (51) for ducl connec-tion.
WALL THICKNESS
(102)1127l-(r s2)(r78)(203)(22e'l
10"
(254)
Minimum
Standard
Maximum
8114'
9',
10'
8rl1'
s
10'
811a"
9',
10'
8r/."
9"
10'
8 r/4"
v
10"
81/a'81lt'
v
10'
METAL/WOOD/IUASONRY WALL
OR CONCRETE FLOOR INSTALLATION
RETAINING "CINCH' PLATE
E)gaorbn
G.pbtor, Dl||t.ttdo.r
Ehc&oilc
Fu|. Unt
(€Fr)
Cloch O.l.lct
Eolh Si.br
Ap0rorrd
Note:
Diameler + 6
(152) : plate size
rh- (13)
Minimufi Ov.aLp
ot W.luFloor Op.ri.tg
A squaro opening in wood or metial stud walb or masonry walts and foors shal be
a minimum ot 1' (25) and a maximum of 2Vf (6,4) larger than ths damper diameter.
Sea wood stud and metalstud traming for fre dampers hstaltation insiruclbns sup
plement for compbts framing details. A round opening in masonry walls or lloors
shall be a minimum of 1" (25) and a maximum of 2r,/1" (64) targ€r than the dampef
diam"ler.
Faclory supplied retaining "cinctr'plat s hold the damper witNo the wafl openirE.
The platgs must overlap the opening a minimum oi rfi (lg). Tha ptate fts snugiy
around the integral sleeve. The platgs are lastened dirac0y to ths wall or floor. -REFER TO THE FSDR25 INSTALLATION INSTRUC.
TIONS FOR COTIiPLETE NSTALLATTON DETAILS.
SUGGESTED SPECIFICATION
Fumish and install al locations shown on plans, or as described in
schedules,round combination fire/smoke dampers meeling or
exceeding the followiog spscjtications. Frames shall be a minimum
ot 20 (.9) gage galvanized sleel and the blade shall be two piece.
equivalent to 14 (1.9) gage minimum galvanized. Bearings shall be
slainless sleel sleeve turning in an Bxtruded hole in the frams.
(Galvanized bearings shall not b€ acc€ptable). Blade ssals shall be
silicon€ edge designed lo wilhstand 450'F (232'C) mechanicatty
faslened and fully encompassing blad6 edge. Damper must have
an inlegral 20 (.9) 9a9e sleeve and 20 (.9) gage retaining ptate for
damper mounting. Squar€ lo round lransitions are unacceptable.
Each combination fire/smoke damper shall be classitied for use for
fir€ resislance ralings of l€ss than 3 hours, in accordance with UL
standard 555, and shall lurther be classifisd by Underwriters
Laboratodes as a Leakaga Rated Oamper for use in smoka cootml
syslems in accordance with th€ lalest version of UL555S, and bear
a UL label altesling to the same. Damp€r manufaclurer shall have
tested and qualilied with UL, a complete range of damper sizes
covering all dampers, required by this specification. Tesling and UL
qualifying a single damp€r siza b not acceptable. The leakage rat-
ing under UL555S shall be lsakags Class t(4 cfrnrft. at 1" w.9. and
8 c{m/sq. ft. at 4'f,r.g.). Damper sl|a[ b€ listed, with Califomia State
Fire Marshal.
In addition to lhe leakage ratings already specified herein, the
dampers and lheir aduators shall be qualilied under UL555S to an
elevatad t€mperature of 250'F (121'C), 350'F (177'C). or 4S0'F
(232'C) d€panding upon the actuator. Appropriate etectric:/pneu-
matic actuators (specifier salect one) shall be installed by the
damper manufaclurer al time of damper fubric€tion. Electric actua-
tors, factory installed on dampers, shall have been tested for pro-
longed periods of holding (minimum I year) with no evidence of
reduced spring retum psrtomance. Oamper and actuator shall be
supplied as a single €ntity which m€ets a[ applicable UL555 and
UL555S qualitications tor bolh dampers and actuators. Each
damper shall be rated for leakage and airilow in either direction
through th€ dampsr.
Each combinalion fire/smoke damper shall be equipped with a
"controlled closure'quick delsct heat-actuated release device to
prev6nt ducl and HVAC componenl damage. lnslantaneous
damper closure is unacceptable.
DamDers shall be Ruskin model FSDRzS. . .
(Consult Ruskin tor detailed CSI MaslaFormat Spocification.)
3SQ Or. G.t !i6 Rd.Kilta Ct', rO 54030
(r161761-7t78
FAX €rq ?65S55RUST{N'
RUSKTN-
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAX (816) 765-89ss
INSTALLATION INSTRUCTIONS
FSDR25 COMBINATTON FIRE AND LEAKAGE RATED DAMPER
Within Square Opening in Metal orWood Stud Framing in 1 Hr. rated drywall parlitions
or in I and 2 Hr. rated masonry floors and ceilings or walls
APPLICANON
The FSOR25 round comtination tire/smoke damper is designed to
operate with blad6 running horizontally. Oampers can be vertically
or hotizontally installed wilh th€ leading edge of lhe dosed blade
rvithin tha wall in accordanc€ with NFPA-9oA.
To ensure optimum op€tation and performance, the damper must
be installed so il is round and Jree from racking. Do nol compress
o, stretcfi the damper trame into lhe duct or opening.
MOUNTING
Vertical or Horizontal,
MINIMUiI SIZE
6" (152) diameler.
MAIIMUITI UL CLASSIFIED SIZE
18" (4t) diameter.
INSTALLATION SUPPLEMENTS
Reler to the appropriate Ruskin insiallation operation instructions
supdements for sp€cial r6quiremsnls:
. Sealing of Damp€rs in Fire Raled Walls or Floo|s
. Metal Stud Framing for Fire Dsmpers in Drywall Parlitions
. Wood Stud Framiog for Fire Dampers in Drywall Partilions
Note: Dimensions shown in parenlheses ( ) indicate millimeteF.
RETAINING'CINCH" PLATE
1. Erpansion Gap
A square opening in wood or metal slud walls or masonry walls
and floors shall be a minimum of 1'{25) and a maximum of
2tl2" (g) larger than the damp€r diameter. A round opening in
masonry walls or floors shall be a minimum of 1" (25) and a
maximum of 21fr" (44) brger than lhe damper diameler.
THE RETAINING "CINCH' PLATE MUST OVERLAP THE
OPENING A Mli{lMutrl OF r/2" (13).
2. Damper Slssve
The sleeve is inlBgral to lhe damper and shall be of equal to ol
heavier than the gage of the duct as described in NFPA9oA
and as detined by the appropriate SMACNA ducl construction
stiandard,
3. D.mp€a Orlentatlon
Tha leading edga of the blade in the closed position musl be
within lha plane ot the vvall. Vertical installation is illuslraled and
hodzonlal b similar (see General Inslal|3tion). The damper may
b€ install€d with up lo a 30 degree variance of the axle being
horizontal (ses Blad,e Orienlation seclion).
4. Retaining "Cinch' Pl.tes
DO NOT PLACE CINCH PLATES IN GROOVE
Remove bolt from one plate and work asoss lhe slseve twisl-
ing it over the axl€. (lmportant: Cinch mechanism should tace
actuator.) Place damper in the wall. Secure remaining plate on
opposito side of wall.
Th€ plates are designed to grab and hold the sleeve while
mounling flush against the wall or floof retaining the dampe.
sacurely in lhe opening. The plat€s must overlap th€ opening a
minimum of l/2'(13) (see'Cinch" Plat€ seclion).
For masonry op€nings secure the 'cincfi' plales to thE walufloot
wih appmpriats lenglh masonry screws. For wood,imstal slud
applications securs the plates to wall using #10 sh6et m6lal
sclews of appropriate lenglhs so as lo have the maior body of
the screws engag€ wood/metal sluds or runners (see General
Installation).
5. Ouclrslesve Conn€ctons
Round br8ak-away conneclions must be used. Eith€r a 4' ( 102)
wide drawband or # 10 she€l metal screws spaced equally
around tha cir@mferencs of the duds as follows:. Ducl diameters 18' (457) and smaller - 3 screws.
l,lota: yvten optional s€aling of thesd Fints b desired, the lollowing
sealants may be applied in acclrdanc€ with the sgalant manufac-
ture/s instruolions: Hardcast, Inc. - lron Grip 601, Procision -
PA2084Tor ECO Ducl Seal 44-52.
Do not phce platss in groove
Figure I
SEE DETAILS ON
UL CLASSIFICATION
MARKING ON ENCLOSED
PROOUCT
f t-FSOR:Itit99rRe9ta.6 fr.FSDR2$! 196 ALL STArEO SPECIFICA?O s ARE SUAJE'I to CHANGEwnHOUf NO1CE OR OBLIGA'IOH. ORGrn r,|a.ur*un.E 1999
GENERAL INSTALLATION
In 1 and 2 Hr. Rated Masonry Floors and Ceilings or Watls
ITEM DESCRIPTION
1. FSDR2S Round Fira Oamper2. Relaining Phle.20 ga. steel
3. Ouct
4. Masonry Wall Construction
5. #10 Concrele Anchor6. 4'Oraw Band
Flguro 2 Figure 3
Within Square Opening in Melal or Wood Stud Framing
in 1 and 2 Hr. Rated Dryyvall Partitions
ITEM DESCRIPTION
t. FSOR2s Round Fire Damp€r
2. R€taining Plale,20 ga. steel
3. Duct
4. Metal Slud Wa[ Conslruction
5. Wood Slud Wall Consuuclion
6. #10 Sheet Metal Sca€w
7. 4' Draw Eand
Flgura 4 Flgure 5
INSTALLATION AND MAINTENANCE
To ensure optimum oparation and pertormanc€, tho damper must be installsd so it is square and fee fiom racking, Oo not @mpress or
slt8tch th€ dampor frama into th6 ducl or opaning. Lift of hendle the damp€r using slasve or fiame. Do not lifi damper using bhdes or actua-
tors. Eacfi lire/smoke d€mper should b€ examin€d on a r6gular basis to ensure it is not rusted or blocked. lt is recommendsd dre damger b€
operated (thc actuator crcled) at leasl onc. svery 6 monlhs. Care should ba oxercised to ensure hat such tasts are perlormed safety and
do not cause syslam damag€.
BLADE ORIENTATION
ad! oFf $owgt$Ar.
(Marlmum)
3OC OFF HORIZONTAL
(Maximum)
NOAMAL
RUSKIN'
.q--.-.a,''"'--.--.- - - "+tr
"&t::'ft. AMCA LICENSED .l{'
"-to,. See Paoe 2 'i\t1-...........,,. .+:.r.'.r's- ''. ^.,,,*,.. . r1:..*--,ii/
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAX (816) 761895s
FSD36 COMBINATION FIRE/SMOKE DAMPER
lIh HOUR UL555 RATED, UL555S LEAKAGE CLASS II
APPLICATION
The FSO36 is I combination fire/smoke damper buill with triple V-
groove blades and controlled closure technology that provides
point-ot-origin fire containmenl and operational flexibility in stalic
and dynamic smoke managemenl systems.
The FSD36 m8y be installed vertically in walls or horizontally in
conctete foofs in HVAC s)rstems with velocilies to 2,000 fpm and
pressures to 4" w.g. (consult Ruskin tor proper application if velocity
and pressure exc€ed those list6d above).
STAilDARD CONSTRUCTION
FRAfl E5'r l5 (127 r 1.6) gage galvanized hal-shaprd steel channel
structurally superior lo 13 (2.3)9a9e chann6lfrsme.
BLADES (PARALLEL OR OPPOSED ACTION)
6" (152) wide, 16 (1.6) gage equivalent thickness gatvanized
steel. Tripls V.groove shaped approximately 5" (152) m canter.
BEARIl{GS
Slainless steGl sle€ve pt€ssed into frame.
JAI{ B SEALS
Stainless steal, tlexible mrtsl compression typ0.
BLA DE SEALS
Silicone sdg€ type for smokr scal to 450'F (232'C) and galva.
nized sisellor llame sealto 1900'F (1038'C).
LINXAGE
Concealed in trane.
COTITRO LIED C LOS URE DEVIC E
(HEAI.ACTUAIED}
155'F (74'C) standard. 212'F (t00'C) or 285'F (141'C) are atso
available dt no 6dditionalcost.
DAMPER SIZES
MINIMUM SIZE
5w x 7'h 1127 x 178r. Dampers under 6'w (152) ar8 Leakags
Class lll. (Ss€ note 3.)
MAXS,lUtl SIZE
Vertical hstallation - 126'w x 122"h (3200 x 3099).
Horizontal Insbllation - 1rl41,v x 96'h {3658 x 2438).
OPTIONS. TSl50 FlreStat lor reopenabl€ operation in dynamic smoke
mana96m6nl systems.. OSD Ducl Smoke Detector (No flow or llow rated).. SPl00 Swltch Package to r€motoly indicata damper blad€ posi-
lioo.. FAST Angle for one angls installation.
' G Style tor grillo applications.
' GA, Grllla Access Type for Ihrough the grille access to actuatot
and cmtrol d€vices (se€ FSO36GA modet).
Olry, Out ot WsllrFloor typ€ tor through penetrations
FSO36OW model).
RA, Int€gral Ret.ining Anglo Type for'fool proof one
installation (model FSD36RA).
Sleeves of various bnglhs and gages.
Access Ooort factory mounted in common sleev€.
MCP Control P.nels tor test purposos or smoke managemenl
syslems.
FlreStop Caulk tor installations yvithout anglss.
Stainless Steol Construciion
Model FSO36 meets the requirements for fire, smoke and
combination fit€y'smoke dampers established by:
. National Fire Protection Associ.tion NFPA Standards
90A. 92A. 928 and 101
' BOCA National Euilding Codes
. ICBO Uniform Bullding Codes
' SBCCI Standard Bullding Codes
. ICC International Euilding Codes
. CSFM Calito.nia State Fire Marshal Fire Damper Listing
(*3225-245:O05 and Smoke Damper Listing (#3230-
245:109)
' New York City (BSA Lbting f176€2-SM)
UL CLASSIFIED
UL555 Listing R5531, UL555S Listing R10525
FEATURES
The FSO36 offers:
. EFL (Eleclric Fuse Link) or PFL (Pn€umatic Fuse Link) heat-
actualed release devicas pemil conlrolled (rather than instanta-
neous) closure through the dam!,er aclualor. The EFL and PFL
allow the damper lo automatically reopen afler a tesl, smoke
deteclion or power failure condition.. EFL is slandard on dampers with eleclric actuators.
' PFL is standard on dampers wilh pneumatic actuators-
' EFL'S may be ordered on dampers wilh pneumatic aclualors but
require an additional EP srvilctr.. Oual dircction airflow.
. Acluators mounted €ilher out or in airstream.
(See
sid E
]r
I
I
I
H.ight
".1
NOTES
1. Oamper ara furnished approximately 1,L" (6) smalter than given
opening dimensions.
2. Oimensions shown in parentheses ( ) indicate millimelers.
3. Consult Ruskin for dampers less than 7" (178) high wilholt
using B sty'e transitions.
Sp.c FSOIGlOZR.thc.. FSO!&!0l ALL SfAfEO SPEC|frCAIIONS ARE SU9JECI fO CHANGE WnUOUf HOrCE OR OELtGAftON ORtath Noveober 2002
AMCA LICENSED LEAKAGE AND AIR PERFORMANCE DATA
ltR
etR
Ruskin certifies that the FsD36 shown hereon is licensed to bear the AMCA Seat. The ratings shown are
based on tests and proc€dures performed in accordance with AMCA publicatioo s11 and comply with
the requirements of the AMGA cenified Ratings Program- The AMCA certified Ratings seal applies to
both air leakage and air perfornanca for the parallel btad€ FsD36 and to air perto.mance onty for the
opposed blad€ F5036.
Air leakeg€ is based on operation between sO.F and 104.F. Only dampers fumished with tactory
inslalled acluators arc licensed to bear ths AMCA seal.
To datermine lhe AMCA Lacansed air pedormance:
Locete th8 applicaue feet per minuta face velocity m the bottom ol the velocity vs. pressure drop ciud below. Move up the dtart to the rnost
appropriat€ siza damp€r line. From tho interseciion point, move lelt to determine the prassure drcp on the teft side of the cfian.
VELOCITY vs. PRESSURE DROP
1.0
0.9
0.E
0.1
0.6
0.5
0.4
nl
-ot
an
uJ
C'z
o-oe,o
uiEl
at,o
uJt
o-
0.t
.09
.08
.o7
.05
.05
.0a
.03
6 7 E9
500 | 000
FACE VELOCITY - FEET/MINUTE
AMCA Fig. s.3
E9
10000
SIZE REQUIREMENTS FOR LEAKAGE CLASS tl
MINIMUM
SINGLE SECTION
MAXIMUM
SINGLE SECTION
MAXIIIIUM MULTI-SECTION
VERTICAL MOUNT HORIZONTAL MOUNT
121Y x 9"h
(305 x 229)
36'w x 481|
(914 x 1219)
721,v x 48'h
(1829 r 1219 )
72'w x 48'h
(1829 x 1219)
/t/r
-/f/'r
{f A
/./,h /+
t/
t
I
r)/l
I
/
{,L I
I,/
r00 5000
SPACE ENVELOPE
L_i_
Externally mounted actuators require space outside the damper
sleeve. The "S" dimension is the "side" clearance. the ,'T,'dimen-
sion is the 'top' dearance and the "B' dimansion is the "bottom"
clearance required for the various actuatoF approved for use with
Ruskin fire/smoke dampers. Actuators and accessories are factorv
mounied on lhe righl side when viewed from lhe actuator side of
the wall or tloor. Ruskin firelsmoke dampers can be rolated or
turned over to accommodate the application. lf the acluator must
be mounted on top or bottom, select the FSD60V.
For aclualors nol shown. refer to the Ac{uators And Accessories
Space Envelopes For All Fire/Smote Dampers data sheet.
NOTES:
'1. The 'H'dirnension represents th€ required height to encompass
the acluator and a@essories with nothing p,otruding above or
below lhe damper.
2. For every inch damper is less than 'l-l'dimension add one inch
to "B* or "f dimension.
I
"_J
DAMPER SLEEVE DIMENSIONAL DATA
; lioior with
rEFLo(rsr50
ELECTRIC ACTUATORS WITH EFL
ACTUATORS H s T B
H2000 and H2024 12" (305)4" (1021 0" (0)h'A
M54209. M58209 1z',(305)4' (1021 0'(0)N/A
GGD2?'| . NF120.24 14" (356)5" n27\N/A 0" tol
ELECTRIC ACTUATORS WITH TS150 OR SPlOO
ACTUATORS H s T B
H2000 and H2024 12" (305)4" (102)0" (0)N/A
MS4209, M58209 12" (s05)4'(102)0" (0)N/A
GGD221. NFl20, 24 14" (356)v t127\0'(0)N/A
The drawing and corresponding table show the position of the
damper whsn mounted in a factory st€erre. The standard mounting
locatjons provide €nough space for the mounting of actuators, con:
trols and allow spaco tor installation of retaining angles and ducl
collectims. The minimum factory sleeve tength is 1?" (432). Con-
sult Ruskin for shorler sleeve lenglhs.
Ttre standard location of a damper mounted in e factory steevs ("L,'
dimsnsion) is shown at right. The damper can b€ positionad at
olher lo4ations within a range of 7" (iZB) or .l O1/2. (267) and 9'
(229) to 12rl/ (318) depending on size, actuator and optio;rs.
NOTE:
The antire damper frame is not requked to bo insfa ed within the
wall. The damper blades, when dos6d should be conliained within
the wall.
iir
i lio,ii; Fl
--C----l li| -iti@"T* ii.t-
All dampers with
EFL or PFL
All dampors with TS15USP100 orSPl00
Elecldc Ac{urtors Pneumailc Aclualors
Ovar l0'
l2s4l
High
10" (254)
High rnd
Under
Over 2l'
(5331
Hlgh
or 3?'
(813) Hish
rY/GGD221
2r' (533)
High end
Undet
or 32"
(813) High
and Under
wrcGD22l
33r.'627(pl 33r-2961(P)331.3060(Pl
Over 28'
Flrt
High
28" (711)
High &
Undsr
Over 3?'
(E13)
High
32'(8r 3)
High &
Under
Over 40"
(10r6)
High
40" (1016)
Hlgh A
Under
Minimum'r
Maximum
7'(1i8)
7'h'(18t1
9'(?29)
10'/r'(267)
105h'(2701
121i2'(3181
7',(r78)
7'lr'(181)
9'(22s)
101/2' (267)
1orh. (2 701
l2'h'[3l8l
7' (17 81
71/r' 1181)
9',t229)
l01h'(2671
t05h'(270)
|2rl2'{318)
7'(178)
?'ft'(181)
e'(229)
|0'/2'(267)
10stu' (2701
12t/r'(318)
7'(r781
iVr' (181)
I'l22sl
101h'{26i}
r0rh'(270)
l2'l2" {318)
DIMENSIONAL INFORMATION
7" (1781
mlh.
tNIMUM SIZES
Nominal 51,v x 7't (127 x 17Bl
Actual43/4"w x 63/4'h (121 x 171)
Oampers with heights (8 dimonsion)
less h8n 7. (178) r€quire Style B fansi-
tions and a slsave. Th6 damper itself
remainE 7'(178) high.
Consult Ruskin tor sp€cial consirudim
on.damporc lcss than 7. (178) high
wrthoul using a lransilion.
SPECIFICANON
MAXIMUM UL CLASSIFIEO SUE
Single Section:
35\v x 48"h (914 x 1219)
Mulliple Section Assembly
Vedical Installation -
126"w x 14"h (3200 x 3(xrc)
Florizontal Installation
1,t4"w x 96"h (365E x 2438)
For dampers €xcaeding these
dim€nsions consult Ruskin.
ROUNO, OVAL OR TRIANGULAR DUCT
TRANSITION CONNECTION
FSO36 damp€c supdied with round connec-
tions (R tor low pressure, CR lor medium pres-
sure or WR welded for high pressure) are:
Minimum 4'(1102) in diameter
Maximum verlical 120F (3048) in diam€ter
Maximum horizonial 94' (2388) lr diametet
The square siz€ of the damp€r wifl be ? (5i]
larg€r lhan thE diameter dimension ord€rsd.
FSD36 dampBrs supplied with rectangulat
connections (C for low to mgdium prsssure or
WC welded for high pressue) are:
Minimum 6'w x 4t (152 x 102)
Maximum vsrticat 124'w x 120"h (3150 x
3048)
Maximum horizontat 142'w 94,h (3607 x
2388)
The square size of tha damper nitl bs 21" (Sl)
larger lhan the width and height of th€ damper
A r B dimensions.
FSD36 damp€rs suppli8d with oval connec-
lions (LO for low pressur6, CO for madium
pr6!:rye or WO wotd€d for high pr€ssu.e)witl
b€ f (51) hrger than ths width and heiglit of
the damper A x B dimensions.
s'Fzn I,".\
Combination fire/snroke dampers meeting or exc€eding the to ow-ing sp€citications shall be fumishcd and install.d;t locationsshom on plans or as describad in sdtsdules. Oampers shal m€€t
the r€quiremlots of NFPAgOA, 92A and 928 and shall be classiliedfor usa lor iira rssistanco ratings of less lhan 3 hours, in accor-
dance vrith UL555. Dampers shall further be da$ilied es L3akag€
Raled Oamp€G for use in smoks conlrol systams in accordanianith th€ lalast vsrsion of UL555S. The lsakags rating under
UL555S shall ba l€akags Ctass (10 cttn/sq. fr. at i. w.9).
In addilion to the toakage ratings al/eady spscified herain, lh€
darnt|ers and heir actualoG sha|| ba quatified und€r ULs5SS to anelevatsd lemp€raturE ot 250.F (i21.C), 3SO.F (177.C) or 450.F(232'C) depending upon the actualor. eppropriite electric/pneu.malic actuaiors (specltlor sclect on3) shall bo installad by th6
damper manufacturer at tirn€ of damp€i fabrkalion. Electdc iaua-tors. tacloty hstallsd on demp€G up lo E squara tB6t. shall havebeen testsd for Folonged peri(ds ot hoHing with no evidence of
reducad sp.ing ratum ptrformance. Oamper and aGluator shall b€
lypeigg a" a 6in9l€ entity which m€€rs at appticabta uL555 andUL555S qualitications lor both dampsrs and sctualors. Each
damper shall b€ rated lor leakagE and airilo|, in Bither direction
lhrough tho damps..
Each combination liro/Emoke dampsr shall bs oquipp€d with a
'conlroll8d closurs" quick detect heat-actueted fel€ase dovic€ to
prevenlducl ard HVAC compon€nt damage. Instantansous damp€r
dosure is unacc8pteble,
Damper trams shall be minimum 16 (1.6) gage galvanized steel
toamed into a slructural hal channel r8infoaoed at com€fs. Damper
blades shall be single skin galrranizsd st3et .16 (1.6) 9a9e minimum
with lhree longitudinal groo\€s for reintorcem€nt. Bearings shall b€
stainlGs sleslsleeye luming in an €xtruded hol€ in lh6 frame. Bhde
cdgc seals shall b. infatable silicone coatod fibsrglass and gatva-
nized sleel mecfianic€Iy locked into blade edge (adhesive or dip on
s€als not aoc€ptable). Jamb seats shal be sbintoss st6et @mDros_
sim type. Each damper shall be supplicd with a faclory mounted
sleeve of 17' (4321 minimum length. Dampe6 sha b€ Rusldn
model FSO36.
(Consult Ruskin tor dalailed CSt l,las|f,Format Specifi cation).
3900 or. G.6.vr. Rd.Klra Cfr. l|o 6a030
(815) ?6r-7.76
FAX (r16) 765d)55RUST{N'
RUSKIN'
3900 Dr. creaves Rd.Kansas City, MO 64030 (8161 761-7476 FAX (816) 76s-99s5
INSTALLATION INSTRUCTIONS
FSD35, FSD36(C), AND FSD37(C)
COMBINATION FIRE and SMOKE DAMPERS
1rl2 HOUR U1555 RATED
APPLICATION
Models FSD35, FSD36(C) and FSD37(C) combination fire and
smoke dampers are designed to operais wilh blades running hori-
zontally. The standard applicalion is with th€ teading edge of the
closed blades within the wall; however, lhese combination tire and
smoke dampers can be manufaclured to be installed outsi(b the
wall or iloor.
FS035, FSD36, FS03t rAXtIUr UL CLASSTFTEO STZES _
PARALLEL BLADE
Single section vertical or horizontal installation
361'v x 48'h (914 x 1219).
Multiple sectjon assembly vsrtical installation
901y x 48'h or 36'w x 911 (2286 x .1219 or 914 r 231i).
Multiple section assembly horizontal installation
go'w x 48'h (2286 r 1219).
FSD35/OB, FSD37'OB iIAXtMUM UL
CLASSIFIEO SIZES - OPPOSED BLADE
Single section vsrtical or hodzmtat installation
36'\v x 48"h (914 x t2t9).
Multipl€ s€clion assembly vertical installation
120\^, x 96"h (3048 x 2438).
Multiple section assembly horizontal installation
144"w x 96h (3658 x 2438).
FSD36/OB ITIAXIMUM UL CLASSIFIED SIZES -OPPOSED BLADE
Single section vertical installation
421,v x 61"h (1067 x 1549).
Single section ho.izontal installation
36\v x 48'h (914 x 1219).
Multipl€ s€ctbn assembty verlical insta ataon
126'w x 122"h (3200 x 3099).
Mulliple seclbn assembly hodzontal installation
144'w x 961r (3658 x 2438).
FSO36C, FSD37C MAXtaUtrt UL CI_ASSIF|ED STZES _
PARALLEL OR OPPOSED BLAOE
Singl€ seclion vartical or hodzontal installation
241r x 24"h (610 x 610).
FSD3sSS, FSD36SS rnd FSD3TSS AXmU
UL CLASSIRED StrES - OPPOSEO ELAOE
Multipls s€ction assembly vertical insta ation
90\v x €'h (2286 r 1219).
Dimensions shown in parantheses ( ) indi:ate millimaters.
New YoIk City BSA No. 17&82-SM for FSD3S. 36.
New York City MEA No. 39/L93-M tor FS037.
^LL
SrATED SPEC.EICAIIONS ARE SUAJfCT fO CEArlcE WlTHoUt NOT//.CE OR OALtcAnON.
INSTALLATION SUPPLEMENTS
Reter lo lhe appropriale Ruskin installation instructions supgle,
m€nts for special requiramants;
. Transfer Openings and Duct Terminations
. Mullions for Oampers in Oversized WallOpenings
. $and-Orivemale No. 14880
. Fhng8d System Breakaway Connections
. TS150 Firestat System with High Limit Temperature Sensor
. gec{ric ELF Controlled Closure Devrce
. Pneumatic PFL Controlled Cbsure Devic6
. Fire and Combination Fire/Smoke Oamper Inslallation in
Concret€ Floor with St6el Oeck.
. Extension of Fire and Fire/Smoke Oamper Slesves.
Calltomia Stite Fire Marshal Listing No. 32:2U245:,OOS rnd 3230.
245:109 to. FSD35. 36.
oRusrin 2002
"6 SEE COMPLETE
MARKING ON
PR@UCT
IFFSD!&IO? Rerhc.r [fSO3et22000
l.0penlng Clcef.nc!
The opening in the wall or lloor shall be latger lhan lhe damper/
sleeve assembly to permil inslallation or erpansion. For two angle
installations lhe opening shall be a minimum of l/!'per l0ol (3 per
305) larger lhan lhe overall si2c ol the damper/sleeve assenbly.
The marimum op€ning siz! shall not excsed l/r'prr fool (3 per
305) plus 2'(51), nof shall lhe opening be less than l/r'(6) larger
lhan lhe damper/slesv€ ass!mbly. Fot ona 6ngl€ inslsllations. lhe
opening shall be s minimum of 1/.'(6) lo a narimum of 1'(25)
larger lhan lhe ov€rall size of lh€ dam p€r/sl€€ve ssssm bly.
2. F.stsn!rs.nd Iultlph Srcllon Ars!nbly
When ioining mullipls damper assemblies or fasl€ning lh. damper
lo lhe slerv€, dsmplrs shall b! fssl€ned wilh l11-20 (M6) bolls,
number 10 (M5) screws, or t/z'(13) long wrlds slag0ered int€mil-
lenlly on bolh sbrs. Spac€ tastsn!rs 6'(152) on cenl6r and a mar-
imum 2'(51) from lh€ lnds of lh€,oining saclions or flom rach cor-
ner. When joining m ulliple danp!r assrmblies, a conlinuous l/r' (3)
bead of 0ow.C0rnrng 999-A, Dow-Corning silastic 732 RTV, or GE
RTV 108 sealanl shall be applied on lh! mullion joint. Prcss the sur.
face ol the seabnt in plac! to dbpel any Eir. Anothaf Dead ol lhe
sane sealanl shall bc sppliod blhve€n lhe damp!r 8nd sl€€vc in
the sams mann€r.0nly onc siic of lhc dsnp€r requir€s csulking.
Nole lh! s€alanl is not required then dampers Irr supplhd fot titE
damp6r applicalions only and 8ru not required lo be leakag. raled.
Multipl€ seclion high v!rlical mounl dempsrc include . l4 gage r 5'
(2 r 127) widc sleel mlllbn plal€ sandwiched b€tween thr damDer
hames v{hEre required. The mulli0n plale nust b! lhe same natsri-
alas the damDers.
3. 0 rm prr Slarve
Sleevc thiclness must b€ equalto or lhick8r lhan thr ducl conn8cl-
ed to il. Slsrve gEg€ roquit€menls arc list€d in th€ SITACNA Fir€,
Snol! and Radialion Dsnp!r In3tallalion Guid€ lor HVAC Systrms
and in l{FPA90A. ll a bt€akaway rlylr ducusksv€ conneclion is nol
usad, lhc sh€v! shall br a mininun ol 16 gagr (1.6) lol dampcrs
up r0 36'(914) wirt. by 24'{6t0) high 8nd t4 eege (,t.9) tor
dampars lrccsding 36'{914) uidc by 24' (610} high. Danpsl
sl€eve shsll not srtend mor! lhan 6'(152) beyond the li€ wall 0r
parlilion unl€ss dampcr is squippsd uith an actustor end/ot taclory
inslall€d access door. Slslv! n8y exlsnd up to l6'(406) b€yond
lhe lire wall or pa ition on sides equipp€d with actuator and/or fac-
l0ry iostall!d accsss door. Sleeve shsll terninats at both Eides of
wall wilhan dim€nsiors shown.
4. Drn p!r O tialtrlion
0amper is design€d to opsnte with blrdas running hotizontally and
must b! installed wilh lcsding €dgs of closrd Dladcs tilhh li€ wall
or floor whrn lh€y ar! in lhe closcd position. Usr 'Mount With
Arrou U p' lebcl ss a guile tor proper dsm p.t oriantstion- ll orizontal
m0unl damprrs may b€ inttall€d with aclurlot abovo 0r bclow th€
tloor.
5. Iorntlng Anglet
Mounting angks shall be a minimum 0f llrz'r ll/2'r 20 gage stsel
(38 r 38 r 1.0). For openings in nstst stud, wood stud and con-
crslstmas0rry rvalls of sizes 90'x 49'or 19' x 90'(22E6 r 1245 or
1245 r 2266) 8nd lss! mountine anghs ar. only r.quirsd o|| one
sidc of the wall and must br 8tlachrd to both th! stlev. and lh€
wall. llounting angbs nay bc install€d dhlclly lo lhr mrtal stud
under lhc wrll board 0n nllal slud wall installatbns only. Largcr
openings snd tloor instsllalions asquire mounting angl€3 0n bolh
sidgs ol lhr parlition rnd must b€ rttachld only to th€ shcve.
li,lounling angles musl oyc,bp thc Cartitbn 8 minimum ol l'125).
0o not wsld or tastrn aogl€s tog€lhrr al corns(s ol damprrs.
Anghs nu3l ovlrlap th€ partition a ninimun ol l'(25). Ru3tin
fir€,smota d8mp.rs mEy br instelhd using Ru3tin FAST angt! for
one angle instalblion or Ruslin PF[,lA for tro angh instelhtions.
E. I ountin! An!ls F.ttcn.rs
Mounting anglo lastrners shall be i10 ( 5) bolts or scrlws, fl10
s€lf.lapping concrel€ anchors ot conc16lr scfaws, t/2- (13) long
lact uelds or qto'(3) dianeler slr€l rivct3.
b. llornting Angb Frrt!nrr Sprcin!
For on€ angle installslions thr slely! tastcnats shall b! spacad
al 6'(152) o.c. and the wall lestsners shall b! spscrd al 12.
(305) o.c. u h a mrninum ol 2 fastenrrs on ssch sid!. lop and
bollom. Scron faslrners us€d in mrtsl slud nusl engage the
mllal slud , minimum ol tlz'(13). Scraw lastlners used in uood
slud musl cogage lhe wood stud a minimum ol s/r'{19}. Screw
lasleners us€d in nas0nrt walls must engage the vtall a mini-
num of 11/2" (38). For two angl€ installations the fasl€ners shatl
be spac€d al 8'(203) o.c.
6, Duct,SleeY€ Conn€clions
e. Br€al.avay 0ucUSleeve Connections
Reclangular ducts m usl use 0ne 0r more oflhe cooneclions
deplcled bElow
€--€-ttffs'sr.? HEtrEo 's' su?JJ
sTllotxc s sl^tol c I
lAr9l. R.blor..dl
aE@-
STAX0 G S
llrtl.l.hlor..dJ
t)ouEt t 's'tt?
g'l
_:5
sl^r0H6 s l^rt.l
(-\l:,
0RtvE st tP J0ttl
(-ti-r
fisloE st? J0rt
A narimum ol lwo f10 (Msl sh!€t m.tal scrers on each side
and lhr bollom, local€d in the csnler 0l lhe slip pockel and pene.
trating both sides ol lhe slip poctel may be used. Coonsclions
using lhese slip Fints on lhe lop and boltom vilh llal driv€ slips
up l0 20'(50E) long on lh€ sides may also be us€d.
b. Round and Oval Brarl-af,ay Connactiors
Round and flat oval bresk-away conn?clions m usl use either a 4'
(102) uide drawband or fl0 (tl5) sh.el m€tal scr6ws spacrd
equally around lhs circumt€renc€ ot ih€ ducl as tollow6:
. ouct dbm.t€rs 22'(559) snd snaller - marimum 3 screws.
. Ducl dianslsfs ovsr 22'(559) and including 36' (914) -
malin un 5 scrrws.
. Duct diamelsrs oyer 36'(914) and up lo and including 191"
(4851) tolal psrimsl€r - marimun 8 screws.
For flal ovalducts, th. diameler is consirered lhe lalgest (mapr) :
dimension ol the ducl. These c0nneclions are de0ict€d in th€
SMACNA Fne. Sm ote, and Radiatior O8m per Installatrcn Guide.
llotc: When optional sealing ot lhes. Fints is desirrd, ths l0l-
lowing sealanls may be applied in accordance wilh lhe sealant
m anulaclur€ r's inslruclions:
Hardcasl, Inc. - kon Grip 601 Prucision - PA20E1T
Eco 0ucl S€a141.52
c. Fhngrd B?r.k.rr.y Stylr DucUSlerve Connlctiorr.
Flang€d conncction syslsms manutactured by Dlctmate, Ncrus
or Ward ar! approyld br!ak-aw8y fhrn inslslsd as shorn on
th. Flangsd Syslrm Bfealaway C0nnrclions Supplenenl.
TDC and TDF rolltormed tlang!d connrctions using 3/r'(l0l
steel bolls and nuts, and melal cl€als, as lcsled by SMACNA,
aru approved br6al.8vay connrclions when installed as shown
0n lh! Flan0sd Systsn Br!akaway Connections Sup!lement.
d. llon.Errak.rway 0ucllsls!v! Connlctions
lf olhsr ducusl€cvc connectbns are us€d. lhe slseve shall br a
mhimum ot l6 9s9e (1.6) for damp€rs up to 36'(914)wid€ r 24'
(6101 high rnd 1a gag! {2.0) lor danpsrs 36'(91{) wlje r 24'
(610) hi9h.
7, Aclu.lor Connrctlonr
El€clric 8nd Oneumtlic sctualors ar€ lo b€ connactad in 6ccotdance , -
nith vriring and piping diagrams dav€lot€d in compli8nc€ with
applicabb codcs, o.dinancss and regulalbns.
l. Installation and ll a int! nrn cr
Th! damper musl be inslelled so il is square and free lrom racling.
Do nol compress or slrolch lhr damper kame into lha duct or open-
ing. Lifl or handl€ the drmp€r using sleeve or frame. 00 not lill
damp€r using blad8s or actustors. Each lire,lsmok€ damper should
b€ sxamined on a r0gular basis to !nsur€ il is nol rusled or blocked.
In addition, each damp.r should be tesl€d periodically, ( FPA rec.
ommend3 arnually ot s6miannually, d€psndin0 0n the applicatron)
to lnsura I will oerform as intcnded- Care shouH be erercised lo
!nsure that such lesls are pedotmrd safely and d0 nol caus! sys-
ten oanage-
stAt{0t{6 s
Fr n.-|lor.rdl
VERTICAL INSTALLATION
Damper may be installed with actualor on either side of the parlition in accordance with the air flow label on the damper.
lr" (6)
lllnlnum %" (€)
Mlnlmum
FAST ANGLE (ONE ANGLE) TNSTALLATION
Angle may be installed on either side of the partition.
TEM DESCRIPTION
1. Acluator (localion may ,rary).
2. Oplional Firestat or SP-100.
3. Auxiliary Operating JadGhaft
4. Damper
5. Ov€r4€nt€r Link
TWOANGLE INSTALLATION
Angles are required on both sides of he partition,
TTEM
6. Sle€ve
DESCRIPTK)N
7. Caulking Malerial
(may be on eith€r side of damperframe).
E. Mounling Angles (PFMA, FAST or convsntionat angbs)
9. DrcVsleev€ coon€c1ion.
l" (251 nnknwn
lY!*crl Ovedrp
HORIZONTAL INSTALLANON
l'(25) flinkDqr
rYdc{.9rcdrp
on .ll Sldc!
ot P.r!{qr WrI
1r. (61
allnlmum
16',(405)
lrrxlmum
I
I
6', (r54
l&rimum
I
ITEI{ DESCRIPTION
1. Acluator (loc€tion may vary).
2. Optional Fireslat or SP-100. i
3. Auxiliary Opsrating Jad€haft
4. Oamper
5. Ov€r-Center Link
6. Slaeva
7- Caulking Material
(may be on either sire of damper frame).
8. Mounling Angles (PFMA, FAST or conventional
anglss)
9. Ducvsleeve conneclion.
TWO ANGLE INSTALLATION
Angles are required on both sides of the floor.
2a'(610)
O.C.llax.
RECOMMENDED FRAMTNG FOR OPENINGS tN WOOD AND METAL STUD WALLS
1.
2.
3.
INSTRUCTIONS
Frame wall openings as shown.
Double vertical studs are not .equired for
openings 36"w x 36"h (914 x 914) or smaller.
Full length studs are nol raquired n6xt to f|€
damper it the spacing from the damper to the
full length slud does not exceed the maxi-
mum stud spacing. The opening may be
tramed with studs that a/e attached to full
length studs (see figure 2).
All construclion and fasteners must meet the
requiremenls of the appropdate wall design
and/or local codes.
Consult the authority having jurisdiction for
olher acceplable framing methods.
4.
Flgure I
Flgure 2
lltrl ti|d co|3trucdon
Metal Stud
Fa.mlng Shown
Yrooaan ttj.t Co€frucdo.r
MMIMUM UL CLASSIFIED SIZE
(Vertical lnstallationl
FSD36OB
MAXIMUM UL CLASSIFIED SIZE
(Horizontal Installationl
FSD36OB
unless ov€rall height is less than 91" (2311) and width is less
than 32" (813).
3. Horizontal dampers ovor 3 seclions wide and I section hbh
requirg a 14 gag€ reinforcing phte.
S.. NoLr 1,2,
l{otes:
1-All multiple section damp€rs are construclod of equal singl€
section sEos no greatar than ths marimum singie sectiion
sizes indicated abow.
2. Trc ssctim high damp€rs rEquire a 14 gage reinturcing platg
B
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F! $ig
Apt. I
RUSKTN'
3900 Dr. Greaves Rd.Kansas City, MO 54030 (816) 761-7476 FAX (816) 76s-89ss
FSDRzs COMBINATION FIRE SMOKE DAMPER
UL555 and UL555S Leakage Class I Classified
FOR USE IN DYNAMIC AND STATIC SYSTEMS
APPLICANON
The FSDRzs is a "true round" Class lleakage rated combination
fire/smoke damper designed for use in metal, wood or concrete fire
and smok6 rated partitions and concrele floors. Ths FSORzs is the
ideal choice when round duct is used on a project. The damp€r is
rated for maximum velocity ot 4,000 tpm and 4" (102) static pres-
sure. The integral frame and unique'cinch plate. design provide a
low cosl, easy to install, high perlorming damper.
STANDARD CONSTRUCTION
FRAME'SLEEVE
20 gage (.9) galvanized steet, standa.d 17" (432) tong.
Frame/sleeves availabli up to 36'(914) in tength. See min!
mum slesve lenglh charl on page 2 for assistance in choosing
cor.ect frame/sleeve length.
ALADES
Two-tieos 14 gag€ (1.9) oquivalent thickness galvaniz€d steel.
BEARINGS
Stainless stael sleeve, prossad into frams.
BI.ADE SEALS
Silicons sdgs typa sendwiched b€l$,€en two pigce bta&. Full
circumterenco snoke seal to 450.F (232.C).
LINKAGE
Jackshatt to blada.
AXLE
r/2" (13) diameter.
CONTROLLED CLOSURE DEVTCE (HEAT-ACTUATED)
165'F (74'C) is srandard. 2iZ.F (100.C) or 28S.F (1i1.C) are
arrdihble at no additional cosl
DAMPER SIZES
MINIMUM SIZE
6' diarn€tor (152).
xAxtflufl stzE
Vertical/ Horizontal Installation - 24" diam€ter (6.10 ).See paga 2 fq dimensionsl intormatim-
OPTIONS
TSl50 Flrestai for reopgnabl€ oporation in dynamic smoke
managdn€nt systsms.
DSOF FlorN Duct Smoke Dotador - Consutt Ruskin.
SPl00 Srvltch P.ck.gs to ]? notely indicats damp€r blad€ posi-
lion-
SlclydFrrma of various longhs to insura feH complianc€ with
UL installalion r6qukomonls.
AccCss Door tactory mounted in common aleeva to irsurE com_plhnce with UL inslallation requirom€nts.
MCP conlrol panels for tost purposas or smokg manaoemenl
s)rstoms.
NOTES
1. Unils furnished approximatsly 1/E" (3) smatler than given sizs.
2. Oimensions shown in parsnthases ( ) indicate millimaters.
3. Oampers approved tor airllow in any directjon.
Model FSDRzs meets the requirements for fire. smoke and
combinalion fire/smo&e dampers established by:. National Fir€ Prot€ction Assoclation NFPA Standards
90A.92A. 928 and 101. BOCA N.tlonal Buildlng Codes. ICBO Uniform Bullding Codes. SBCCT Standard Buildlng Codes. ICC lnternauonal Suilding Codes
' CSF[ljl Calltom|| State Fire Marshal Fire Damper Listing
(#3225-245i1O2\ and Smoke Damper Listing (#3230-
245:11O). Naw York Clty (BSA Listing #176.82-SM)
UL CLASSIFIED
UL555 Listing R5531, UL555S Lisring R10525
FEATURES
The FSDR25 qffe|s:
. EFL (Electric Fuse Link) or PFL (Pneumatic Fuse Link) heat-
actualod release devices p€rmit conlrolled (rather than
instantanaous) dosure lhrough the damper actuator The EFL
and PFL allof,, the damper to automatically reopan afler a
test, smok€ delection or power tailure condition,. EFL is slandard on dampers with electric actuatoJs.. PFL is standard on dampars with pneumalic acluators.. EFL's may be ordered on damp€rs with pneurnatic acluators
but rsquire an addilional EP switch.
sF.c FgDRiltTofrR€pfacd FSDR2$699 ALL sfafED specrircar,ovs aRE svEJEct fo cBANcE wrHouf NoncE oR oaLE rtoN-ORtt3In 20Ol
DIMENSIONAL IN FORMATION
Wall/Floor
Thlckness
Min. Slesva
Leoglh
4" (102)
s' (127)
5" (1s2)
7'(178)
8" (203)
e" (2e)
10' (254)
't1'(2791
1z',(305)
Over 12" (305)
Thru 2a' (6Gl)
17" (4321
17" (432',t
20" (508)
20" (s08)
20' (508)
22" (559)
22" (5s9)
23" (s84)
24" (610)
Add r' (25)
lor €very inch
ol wsllltloor
dEpth
MINIMUM
SLEEVE LENGTH
Nolo: 36* (914) maximum sleeve
length.
GENERAL INSTALLATION INFORMATION
The "L" dimension is the dimension the
sl€eve, on the actuator side of the
damper, can exlend beyond the wall or
lloor in a slandard installation. The'L"
dimension is designed to provide the
inslaller \flith informatioo to make installa-
lion easier. The lable below Drovides a
range for the "L. dimension.
.L" DIMENSIONS
NOTE: The 2'(51) dimsnsion is for duct conoections. The "L'dimension
includes the 2'(51) tor duclconnec{ion.
WALL THICKNESS
4'
(102)11271 (r521 (r781 (203)(22e1
10"
(254)
Minimum
Standard
Maximum
8rft'
9"
10'
EVr"
9'
10'
811."
g',
10"
8l/a"
9"
10"
E Ua'
v
10"
8V1'81la'
10"
METALMOOD/MASONRY WALL
OR CONCRETE FLOOR INSTALLATION
RETAINING "CINCH' PLATE
Etg.ndon
G.P
Llyoul Oltnrntlon
ELclronlc
Fu.. Unf
(EFL)
qmh O.Ylc.
Bo$ sl.r!.
App(oYad
Acbrtor
l{ote:
Oiamete. + 6"
(152) : plate sizg
!rr'(l3l
lllnlmum Ovrrlap
ot W.lUFloor Opcnlng
A Equar€ opBning in vrood or metal stud walls or masonry walls and lloors shalt be
a minimum of l" (25) and a maximum ot2llf (64) larger 0lan he damper dbmeter.
Se6 wood stud and m€tal stud traming ftr fire damp€rs instalhtion instructilns sup.
pl8ment tor complele framing dslails. A round opening in masonry walls or noors
shall be a minimum of 1'(25) and a maximum of 21n'(64) larger 0ran the dampst
diarneler.
Faclory supplied .staining'dnch" plales hold the damper within the wall opening.
The dates must ovorlap th€ openhg a minimum of lA. (13). Th6 prlate fits snugty
a,ound the integral sleeve. The plates are fastened direc[y to the wall or floor.
REFER TO THE FSOR2s INSTALLATION INSTRUC.
TIONS FOR COMPLETE INSTALLATION DETAILS.
SUGGESTED SPECIFICATION
Fumish and install al locations shown on Dlans. or as described in
schedules,round combination tire/smoke dampers meeting or
exceeding th€ tollowing specilications. Frames shall be a minimum
of 20 (.9) gage galvanized steel and the blade shall b€ two piece,
equivalent to 14 (1.9) 9a9s minimum gatvanized. Bearhgs shall be
stainless sleel sleeve turning in an extruded hole in the trame.
(Galvanized bearings shall not b€ acceptable). Blade seals shall be
silicone edge designed to withstand 450'F (232.C) mechanically
fastened and fully encompassing blads sdge. Damper must have
an inlegral 20 (.9) 9a9e sls€ve and 20 (.9) gage retaining ptate for
damper mounting. Square lo round transitions are unacceptable.
Each combination firelsmoke damper shall be chssilied tor use itr
fire resistance ratings of loss than 3 hours, in accordance wih UL
standard 555, and shall further b. classified by UnderwritErs
Laboralo,ies as a L€akag€ Rated Oamper for use in smoke control
systems in ac€ordance with tha latast version of ULsSSS, and bear
a UL label attesting to th€ same. Oamper manufaclurer shall have
tested and qualified with UL, a complete rang€ of damp€r sizes
covering all damp€rs, ,equirgd by this specification. Testing and UL
qualitying a single dampsr size is not acceptable. Thc leaiage ra!
ing under UL555S shall bs l€akage Ctas.s | (4 c{mft. at 1, w.9. and
8 cfrvsq. ft. at 4'w.g.). Damp€r shatt b€ tisted, with Calitornia State
Fire Marshal.
In addition to lh€ leakage ratings already specified herein, the
dampers and their acluators shall be qualified under ULssSS lo an
elevated lempe.ature of 250'F (121'C), 350'F (177.C), or 450.F
(232'C) depandirE upon the actuator. Appropriate etectricJpneu-
matic actuators (speciti€r sel€qt one) sha be instafled bv the
damper manufaclurer al time of damper fabrication. Electric attua-
lors, factory iflslalled on dampers, shall have been tested tor oro-
longed periods ot holding (minimum I year) with no evidence of
reduced spring retum pgrformance. Oamper and actualor shall be
supplisd as a single entity which meets all applicable UL555 and
UL555S qualifications for both dampars and acluators. Each
dampsr shall be rated for leakago and airflow in €ither direction
through the damper.
Each combination {irelsmoke damper shall be equipped with a
"controlled closure" quick detecl heat-actuated release devic€ to
prevent ducl and HVAC component damage. Instanlan€ous
dampet closure is unacceptable-
Dampers shall be Ruskin model FSDR25. , .
(Consult Ruskin fo{ detail€d CSI Arasrerformat Specifcation.)
l8O.q-r-RC.l(r:- Ct, nO aaoo(tro rsr.ta?3
FAX Otq tcatgtRU$(TN"
RUSKTN'
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAx (816) 76s-895s
INSTALLATION INSTRUCTIONS
FSDR25 COMBINATION FIRE AND LEAKAGE RATED DAMPER
Within Square Opening in Metal orWood Stud F.aming in I Hr. rated drywall partitions
or in 1 and 2 Hr, rated masonry floors and ceilings or walls
APPLICATION
The FSDRZS round combination fire/smoke damper is designed lo
operats with blade running horizontally. Dampe6 can be vertically
or horizontally installed with lhe leading edge of lhe dosed blade
within lhe wall in accordance witr NFPA-goA.
To ensure optimum operation and perfomance, the damper must
be installed so it is round and fee from rac&ing. Oo not @mpress
or slrel€fi lhe damp€r frame inlo the duct or opening.
MOUNTING
Vertical or Hodzontal.
MINIMUM SIZE
6' (152) dhmeter.
MAXIIIU UL CLASSIFIED SIZE
18" (457) diameter.
INSTALLANON SUPPLEMENTS
Ret€r to tha appropriale Ruskin installation operafon Instructions
supplernents ior sp€cial req uirsments:
. Sealing ol Dampers in Fi|€ Rated wdb or Floors
. Metal Slud Freming for Firs Dampers in Orywall Partitions
. Wood Stud Framing tor Fire Damp€rs in Drywall Partitions
Nots: Dimensions shown in par6nth6sas ( ) indicate millimelels.
RETAINING "CINCH" PLATE
.)>!'{k sEE DETATLS oN
/ I l, \ uL cLASsrFrcATroN
\ YL/ MARKTNG oN ENcLosEo
PRODUCT
1. Expansion Gap
A squarg opening in wood or metalslud walls or masonry walls
and floors shall be a minimum of 1" (25) and a maximum ot
2!/t' (O4) larger than the damp€r diameter. A round opsning in
masonry walls or lloors shall be a minimum of 1' (25) and a
maximum of 2ll2" (fl) larger than the damper diameter.
THE RETAINING "CINCH" PLATE MUST OVERLAP THE
OPENING A MINIMUM OF rr2' (13).
2. Dampor Sleave
The sleeve is integral to the damper and shall be ot equal to or
heavier than the gage ol the duct as described in NFPAg0A
and as detined by tha appropriate SMACNA ducl consfucliofl
siandard.
3. O.mper Orlentation
The leading edge ol lhe blade in th6 closed posilion must be
within the plane of lha wall- Vortical instiallation is illushaled and
horizonlal is similar (see Gonoral lnstallatioo). The damp6 rnay
bo installed with up to a 30 dsgree variance of the axls b€ing
horizontal (sas Blade O;ientation seclion).
4. Retalning 'Clnch" Pl.tes
DO NOT PLACE CINCH PLATES IN GROOVE
Remove bolt fmm one plate and work across lhe sleeve twisl-
ing it over lhe axle. (lmporlant: Cinch mechanism should face
actuator.) Place damper in the wall. Secure remaining plate on
opposite side ot wall.
The plates are dssigned to grab and hold lhe sleeve whil€
mounting fush against lhe wall or floor relaining the damper
securely in the opening. Ths plates must ovedap the op€ning a
minimum of t/2" (13) (see "Cinch" Plato s€dion).
For masonry openings secure the 'cindr' plates to the walufloor
wih appropdate l€ngth masonry screws. For wood,/m8tal stud
applications secure the plat€s to wall using f10 she6l metal
soews of appropriate lengths so as to have the maior body of
the screns engage wood/m€tal studs or runners (see General
Installation).
5- Duc-trsloove Connscdons
Round break-away conneclims must be used. Eith€r a 4' ( 102)
wids drawband or #10 she6l m€tal screws spaced aqually
around th€ circumfercnce of th6 duc{s as lollows:. Ducl diamstets 16' (457) ar|d snall€r - 3 sctBws.
Nota: Wtsn optbnal ssaling of thsse ioinls b desired, the bllowing
sealants may b6 applied in accordanc€ wilh the sealant manufac-
ture/s instructions: Hardcasi, Inc. - lron G.ip 601, Prscision -
PA2084Tor ECO Oucl S€a|44-52.
Do nol place plales in gmove
Figure I
SUBJECr fO CHAIIGE wlfHollf XO1CE OR OAUGADOT. OR6rri iJlamrttclutitE l99sALL ST IED SPEC'F|CANONS ARE
GENERAL INSTALLATION
In 1 and 2 Hr. Rated Masonry Floors and Geilings or Walls
ITEM OESCRIPTION
1, FSDR2s Round Fire Oamper
2. Relaining Plate,20 ga. steel
3. Duct
4. Masonry Wall Constructbn
5. #'10 Concrote Anchor
6. 4'Oraw Band
Figure 2 Figure 3
Wiihin Square Opening in Metal or Wood Stud Framing
in 1 and 2 Hr. Rated Drywall Partitions
ITEM DESCRIPNON
1. FSOR2s Round Fira Damper
2. Retaining Plate.20 ga. steel
3. Duct
4. Metal Stud Wall Construction5. Wood Slud Wall Const uction
6. #'10 Sh6st Metal Scr€w
7. 4' Oraw Eand
Flgure 4 Figure 5
INSTALLATION AND MAINTENANCE
To ensura oplimum operation and perfomance, the damper must be instatled so it b square and free fro.n racking. Do not compress or
stretch tha damper lrame into tha duct or opening. Lin or handls the damper using sleeve or trame. Do not lift damper using blades or actua-
to.s. Each fire/smoks damp€r should be examined on a r6gular basis to ensure it b nol rusted or blocked. lt is recommended lhe dampor bs
operaled (lhe actuator cyded) at lcast once every 6 rnonths. Care should be sxercised to ensure lhat such tesls are psrfomed safely and
do not caus€ systsm damage.
BLADE ORIENTATION
to-4Ff ltowsmr&
( arimum)
30' OFF HORIZONTAL
(Maximum)
NORMITL
RUSKIN'AMCA LICENSED
See Page 2
3900 Dr. Greaves Rd.Kansas City, MO 54030 (816) 761-7476 FAX (816) 76s-89ss
FSD36 COMBINATION FIRE/SMOKE DAMPER
l Vz HOUR UL555 RATED. UL555S LEAKAGE CLASS ll
AP PLICATIO N
The FSO36 is a combination fire/smoke damp€r built v{ith triple V-
gfoove blades and conlrolled closur€ technology that provid€s
point-of-origin tire containmenl and operational flexibility in slalic
and dynamic smoke management systems.
The FSO36 may be inslalled vertically in walls o( hodzontally in
concrete noors in HVAC syslems with v€locities to 2,000 tpm aod
pressures to 4'w.9. (consult Ruskin for pr@€r applicatim if wlocity
and presswo exca€d thosg lislad abovs).
STANDARD CONSTRUCTIOI{
FRAXE
5'r l6 (127 x '|.6) gage galvanized hat-shaprd.steet chennsl
siruclurally superior lo 13 (2.3) gagr channclframe.
BLADES (PARALLEL OR OPPOSED ACNON)
6' (152) wide, 16 (1.6) gage equivalent thickness galvanized .
steel. Tripl3 VSroove shaped appm{malely 6" (152) on center.
BEARIIIGS
Slainllss st8!l sleeve oressed i[to t,sms.
JAT B SEALS
Stainl€ss slr!1, fl€xiblc metel comprrssion typ:.
BLADE SEALS
Silicons cdgr typ? for smole ss.l to 450'F (232'C) end galva.
nized slsel for flems sealto 1900'F (103E'C).
LI}IKAGE
Concealed in trame.
CONTROTLEO C LOS URE DEVICE
(HEAT.ACTUATED)
165'F (71'C) slandard. 212'F (100'C) or 285'F (t4t'C) are elso
available dt no additionalcost.
DAMPER SIZES
MDIIIIUM SIZE
5,w x 7'h 1127 x 1781. Damp€rs und€r 6rw (152) ars Leakage
Class lll. (Scc notc 3.)
mAxtr{uH stzE
Verlhal Inslallalion - 126'w x 1221| (3200 x 3099).
Horizontal Installation - 144'w x 96"h (3658 x 243E).
OPTIONS. TS150 Flrest t tor reopenable opsration in dynamic smok€
managanent systems.. DSD Ducl Smoko Ds&stor (No florf, or f,ow Eted).. SPl00 Swltch P.ckrga to r€motoly indicate damper btade posi-
lion.. FAST Angle tor one angls installation.. G Style for grille spplications.. GA, Grllle Accatr Type tor through lhc arllle access to actuator
and control d6vic6s (s6e FSD36GA model).. OW, Out of ntrllrFloor type for through penetrations (Ss€
FSD36OW model).. RAr Inisgrd Retdnlng Angl€ fype for'tool proof'ono side
inslalation (mod€l FSO36M).
' Sleves of various lenglhs and gagss,. Accoss Doora factory mounted in common sl€ave.. MCP Gonbol Panels for test purpos€s or smoke managemsnl
s!6lems.. FlreStop Caulk for installatbns u,ihout angles.. Siainleis Stool Construcdon
Model FSD36 meels the requirements for fir€, smoke and
combination tire/smok6 dampers astablished by:. Nalional Fl.e Proleclion Asaociation NFPA Standards
90A. 92A. 928 and 101
. EOCA Nalional Suilding Codes. |CEO Unlform Building Codes. SBCCI Standard Building Codes
. ICC krtamational Building Codos. CSFM Crllfomia State FlrB Marshal Fire Damp€r Listing
(#3225-245:005 and Smoke Damper Listing (#323G
245:109)
. New York City (BSA Lisling #17642-SM)
UL CLASSIFIED
U1555 Listing R5531, UL555S Lis$ng R10525
FEATURES
Tho FSD36 offars:
. EFL (Electric Fuse Link) or PFL (Pnsumatic Fuse Link) heat-
acluated r6l€as€ devices permit contrdlgd (rather than instanta-
neous) closur€ lhrough lhe damper ac.tuato.. The EFL and PFL
allow the dampsr to automalically roopen afler a lest. smoke
det€ction or power failure condition.
. EFL is siandard on dampers wilh sleclric actuators.
' PFL is standard oo dampers wilh pneumatic actuators.. EFLb may be ordered on dampers wilh pn€umatic actualors but
require an additional EP swildl.. Dual direction airflow.. Actuators mountBd €irher out or in airstroam.
I
H.ight
l
NOTES
1. Oamp* ara turnished approximatoly l/4'(6) srnaller lhan given
opening dimensions.
2. Oimensions shown in parentheses ( ) indicate millimeters.
3. Consult Ruskin for damp€rs less than 7" (178) high without
using B sty'e |ransitions.
Sp.c FSOS5.|ozrn.dr,.. FSO35-!01 ALL SfAfEO SPEC/NCANONS ARE SUEJECT fO CHAHEE WfiHOIIf NONCE OR OBLrcANOX.ORsshin Noveite. 2002
AMCA LICENSED LEAKAGE AIR PERFORMANCE DATA
o
AND
ntR
nlR
Ruskin certifies lhat the FsD36 shown hereon is licensed lo bear the AMCA seal. The ratings shown are
bassd on tests and procedures pertormed in accordance with AMCA Publication 5l'l and comply with
the requiremenls ot the AMCA C€rtified Ratings Program. The AMCA Certified Ratings Seal appties to
both air leakage and air p€rformance tor the parallBl blade FsD36 and to air psrformance only for the
opposed blade FS036.
Air l€akage is based on opsralion between 50'F and l(X.F. Only dampers fumished with factory
installed actualors are licsnsed to bear the AMCA seal.
To determine the AMCA Lio9ns€d air pettornance:
Locate ths applicaue teet p€r minute tace velocity on the bottom ot the velocity vs. prcssure dror| clErt below. Move up lh6 cfiart to lhe mct
appropriate saz8 damp€r lin€. From the iniarsedion point, move lstt lo detsrmine lha pressure drop on the lsft sk e of the dtart.
VELoCIIY vs. PRESSURE DROP
6 7 69
1.0
0.9
0.8
0.7
0.5
0.5
0.4
0.2
0.1
.09
.08
.07
.06
.05
.0{
.02
-(,to
UJIoz
GoEo
uttrf
at
U'ultr
o-
69
t0000500 t000
FACE VELOCITY - FEET/MINUTE
AMGA Fig. 5.3
SIZE REQUIREMENTS FOR LEAKAGE CLASS II
MINIMUM
SINGLE SECTION
MAXIMUM
SINGLE SECTION
MAXIMUM MULTI-SECTION
VERTICAL MOUNI HORIZONTAL MOUNT
'12"w x 9'h
(305 x 22 9)
36'\ry x 48'tl
(914 x 1219)
72"w x 48'h
(1829 x 1219 )
72"w x 48'1r
(1829 x 1219)
//
/tf/,/
f,
'/
/
f/A
/./,/t /+
{/
t {L
A
,l
/
f I{,
&
f/
5000
SPACE ENVELOPE
T I
Extemally mounled aclualors require space outside the damDer
sleeve. The "S" dimension is the "side' clearance. the ''T" dimen-
sion is lhe'top" clearance and the "B" dimension is the ,,bottom"
clearanc€ roquired for the various actualors approved for use rvith
Ruskin fire/s.noke dampers. Actuators and accessories are taclory
mounled on the right side when viewed trom the actuator side of
the wall or floor. Ruskin firelsmoke dampers can be rotated or
lurned over lo accommodale the application. lf lhe actuator must
be mounted on top or boltom, select the FSD60V.
For actuators not shown. rsfer to the Aqtuaiors And Accessories
Space Envelopes For All Fire/Smoke DamperE data sheet.
NOTES:
1. The A|" dimension r€presents the required height to encompass
the aduator and accessories with nothing protruding above or
below lh6 damper.
2. For every inch damper is less than "H" dimension add one inctl
to 'tl" or 'f dimension.
DAMPER SLEEVE DIMENSIONAL DATA
ELECTRIC ACTUATORS WITH EFL
ACTUATORS H c T B
H200o and H2O24 12" (305)4" (1021 (r (0)t'l,E
MS4209. MS8209 12" (305)4- l102l 0" (0)N/A
GGO221. NF120. 24 14" (356)5' n27\N/A 0" (01
ELECTRIC ACTUATORS WITH TSl50 OR SPlOO
ACTUATORS H s T B
H2000 and H2024 12" (305)4" (102)0'(0)N/A
MS4209. M58209 12'(305)4" (102)o (0)N/A
GGD221. NF120. 24 14'(356)5" n27l u (0)N/A
The drawing and corespondhg table show the position of the
damper when mountod in a tactory sleevo. The standard mounting
locations provide snough space br the mounting of acluators, con.
trob and allow spacs for installation of rsiaining angl€s and dud
conn€ctions. The minimum fadory sl6eve lcngth is 1f (a32). Con-
sull Ruskin for sho.lEr sl€eve l€ngths.
The slandard location of a dampor mountad in a factory slqave (L"
dimension) is shown at right. Ths dampsr can be positioned at
olher locations within a range of 7. (178) or 10r/2. (267) and 9.
(229) to 121/2' (318) d6p€ndin9 on slze, actuator and optims.
l{otE:
The entiG damp€r famo is not r€quired lo be install€d within th€
wall. Th6 damp€r blades, wtlen dosed sfiould be contahod within
the wall.
All d.mpsrs wllh
EFL or PFL
All damp€rs with TSl50rSP100 orSPl00
Elecidc Aciurlors Pneumatlc Actuators
Over I0"
(254)
High
r0'{254)
High and
Undet
Ovcr 21"
(s33)
High
o? 32"
(813) High
wrGGDzzl
2r'{533)
High .nd
Undet
or 3T
(Er3) Hish
and Under
wrcGD22l
33r-4827(P)331-2961(P)331-3060{P)
Ov€r 28"
0rr)
Hlgh
28" (7r r)
Hlgh &
Under
Over 32'
(8'r 3)
Hlgh
32' (8r3)
High &
Under
Over 40"
(10r6)
High
40" (r0161
Hbh a
Under
Minimum
Maximum
7'(r781
71h'(t8tl
e'(229)
l0'/r'(267)
t05h'(270)
12 r/2' (318)
7'(178)
7V!'(tEl)
s'(229)
10Vr'(267)
10rh'(2701
121/2'1318)
7'(178)
7rh'{'181)
g',(2291
10'/2'(267)
105h' (270)
12rh',(3r8)
7' (r 78)
7t,r'(t8l)
e'(22s)
l0U?'(267)
losft'(2701
12vr'(318)
7'(178)
? Vr' (181
1
9'{2291
1012" (267 )
| 05tu' (270)
121/2'{318}
DIMENSIONAL INFORMATION
INMUM SIZES
Nominal 5"w x 7"h (127 x 178't
Actual43/."w x 63/4"h (121 x i71)
Dampers with heightrs (B dimenslon)
less than f (178) rcquire Style B transi-
lions and a sleeve. Ths damper itsslf
.smainE 7' (l7E) high.
Consult Ruskin for sp.cial oonstruclion
on dampers lsss lhan 7. (17E) high
withoul using a Iransition.
SPECIFICATION
MAXIMUM UL CLASSIFIED SIZE
Single Section:
36\r x 48"h (914 x 1219)
Mulliple Section Assembly
verlical Installalion -
126"w x 122"h (3200 x 3099)
Horizontal Instalbtion
144\ x 96'h (3658 x 2438)
For dampers excaeding thess
dimensions consult Ruskin.
ROUND, OVAL OR TRIANGULAR DUCT
TRANSITION CONI{ECTION
FSD35 dampers supplied with muno connec-
lions (R for low pressure. CR for medium pres-
sura or WR welded for high pressurc) are:
Minimum 4" (1102) in diameter
Maximum vertical 120" (3048) in diam€ter
Maximum horizontal94' (2388) h diameter
The sguarg size of the damper will be 2, (St)
larger than hE diameter dimension ordered.
FSO36 dampers supplied with r6ctangular
connactions (C foa low to medium p(essure or
WC wsl&d ftr high pressurs) are:
Minimum 6"rv x 4"h (152 x 102)
Maximum vertical 124"w r 120"h (3150 x
3048)
Maximum horizontal 142'!v 94"h (3607 x
2388)
The square size of the damp€r wilt be 2'(51)
larger lhan the width and height of the damper
A x B dim€nsions.
FSO36 damp€rs supplied with oval connec-
tions (LO for low pressure, CO tor m€dium
p.elsule or WO welded for high pressurs)will
be 2'(51) hrger than he width and height ol
lhe damperA r B dimensions.
i'rza I,t.\
Combination fira/srnok€ dampers meating or excesdhg the fo ow_ing specificalions shall be fumishad a;d installsd it locations
shown on plans or as dsscribed in scrtedules. Dampers shelt m€€t
the rsquiremenls of NFPA9oA, 92A 8nd 928 and shafl bs classifiadfor use for fire r€sistance ratings of l€ss lhan 3 hours, in accor-
9*9 lilh UL555. Dampers sha turther be dassified as L8akag€
Ral6d Dampers for use in smoke control sFlems In accordanLwilh the latesl version of UL555S- The loakags rating undor
UL555S shall b€ laakago Ctass (i0 cfnrlsq. tt. at 1, w.g). -
In addition to the teakage ratings already specified herein, thg
damp€6 and their acluators shal be qualified urder ULsSsS to an
elavaled temp€rature of 250.F (i2j.C), 3SO.F (177.C) or 450.F(232'C) depending upon the actuator. Appropriate etettrictpneu-
matic acluatoG (spscltior 3dscl ona) shall b6 instialled by th€
damper manutaclurer at tim€ of dampt iabricattm. Electric aclua_
tors, taclory irstallnd m dampers up b 8 squara teo! shall havo
been tcsted tor p.olong€d pariods of holding with no evidsnce of
teduced spring retum pgrfomance- Damper and actuator shall besuppli€d as a singte entity which meets at applicable ULsSS andUL555S qualitications for both dampars and acluator5. Each
damper shall b€ ralsd for leakage and airflow in either direction
through the damp€r.
Each combination ilro/smoke damper shall ba 6quipp€d with a
'conlrolled dosure' quick detect haal-aotuatod release devic€ to
prer/onl dud and HVAC component damage. Instanlaneous damp€r
dosure is unacceptable.
Dampsr tram€ shall be minimom 16 (i.6) gage galvanized st6sl
formed hto a structural hat channel reintorc€d at comers. Oamoer
bladgs shall b€ singls skin gatvanized steet 16 (1.6) gage minimlm
wilh thre€ longiludinal grooves for reinforcement. Bearings shall be
stainlcss steel sleeve tuming in an extruded hole in the frame. Blade
edge seals shall be iniatable si[con€ coatsd fibelglass and galva-
nized steBl mecfianicaly locked inlo bhde edge (adhesiv€ or dip on
seals not a@€ptable). Jamb seals shall ba sbinless sle€l compres-
sion iype. Each da.rpsr shall bs supplied with a faclory mounted
sfeeve ol 17" (432) minimum langth. Dampers shall be Ruskin
modcl FSD36.
(Consult Ruskin for d€tailed CSt MasferFomatspecificailon).
30 t)r. G...v6 Rd.
K.asd City, MO 6a030
(8rq 761-7a75
FA)( (E16) 753-8955RUST{N'
RUSKTN'
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAX (816) 76s-995s
INSTALLATION INSTRUCTIONS
FSD35, FSD36(C), AND FSD37(C)
COMBINATION FIRE and SMOKE DAMPERS
1rl2 HOUR UL555 RATED
. APPLICATION
Models FSO35, FSO36(C) and FSD37(C) combination fire and
smoke dampeF are designed io operate with blades running hoJi.
zontally. The standard application is with the leading edge ot the
closed blades within the wall, however, these combination tire and
srnoke dampers can be manulacturad to be installed outside the
wall or floor.
FSDrs, FSDt6, FSDt? TAI|IUI Ut CtASStFtEO STZES _
PARALLEL BI.ADE
Single secllon vsrtical or hotizontet instellatbn
36'w x 4E1| (914 x 1219).
Mullipl€ ssclion assembly vertical instalhtion
9onv x 48'h or 36'w x 911 (2286 x 1219 or 914 x 2311).
Multiple section assembly hodzontal installation
90'w x 481 (2286 x 1219).
FSD3s'OB. FSD37'OB IIIAXIIUI{ UL
CLASSIFIED SIZES - OPPOSED BLADE
Single sec{ion vgrtical or horizontal installatbn
36\v x 48'h (914 x 1219).
Mulliple secton assembly vertical installation
120\Y x 96h (3(x8 r 2438).
Mullipls section assembly horhontal installation
144"w r 96-h (3658 x 2a38).
FSD36'OB MAXIMUM UL CLASSIFIED SIZES -
OPPOSED BLADE
Single section verlical installatjon
42'w x 61"h (1067 x 1549).
Single s€clion horizonUal installation
361fl x 481 (914 x 1219).
Multipla seclion assambly vertical installatim
1261f x 1221| (3200 x 3Gt9).
Multiple section assembly horizontial instalh[on
1zt4\ x 961r (3658 x 2438).
FSD36C, FSD37C ]{AI!MU[ UL CLASSTFTED SIZES -PARALLEL OR OPPOSEO BLADE
SirEle sec{ion vertical or horizonhl hstallation
24\v x 241 (610 r 610).
FSD35SS, FSD36SS rnd FSD3TSS AXIUM
UL CLASSIAED StrES - OPPOSEO ELAOE
Multiplg seclion assembty vertical instalatim
90'wx/|8h(2286x1219).
Dim€nsbns shown in parsntheses ( ) indicate millim€ters.
INSTALLATION SUPPLEMENTS
Refer to the appropriale Ruskin inslallation instructions supple-
ments for special r€quirements:
. Transfer Openings and Duct Termhations
. Mullions lor Dampers in Ovsrsized Watl Openings
. S-and-Drivemato No. 14880
. Flanged SFtem Breakaway Connections
. TS150 Fir€Stat System with High Limit Temperatura Sansor
. Electic ELF Controllad Closure Device
. Pneumatic PFL Controlled Closur€ Oavice
. Fire and Combination Fire/Smoke Damper Installation in
Conctete Floor with Steel Oeck.
. Ertension of Fire and Fire/Smoks Damper Sleaves.
Californla Staio Fir6 Marshal Listing No. 322$2115:005 snd 3230.
24.1i:!09 for FSO35, 35.
NBwYork Clty BSA No. 176-82-SM tor FSD35, 38.
New York Ciry EA No. 39+93{tf for FSD37.
ALL SfAfEO SPECIF CAnOdS ARE gtSJECf rO CHANaE WfiHOUf NOillCE OR O8/!tGAnO#..
"6 SEE COMPLETE
MARKING ON
PROOUCT
ll.FsolG't0z Rrotacrs .FSO3&t220d)ORGrn 2002
1. O penlng Cle.t.ncs
Th€ opening io lhe wall or floor shall be larger than lhe damper,/
sleeve ass8mbly lo p€rmil inslallali0n ot expension. For lwo angle
inslallalions lhe opeoing shall b€ a minimum of rh'p€r lool (3 per
305) la.ger lhan th€ overall size ol thc damper/sleeve assembly.
The maximum op€ning sizE shall nol ercerd lh' per foot (3 per
305) plus 2'(51), nor shall the op€ning be l€ss lhan lA'(6) larg€l
lhan ih€ damper/sleev€ assenbly. For one angle inslallalions, lh€
opening shall be e minimum of 1/.'{6) lo a marimum 0f l'(25}
larger ihan lhe ovs ra ll size 0t lh€ dan p€ r/sleevr sssem bly.
2. F!sl!ners.nd Iulliplo S.ctlon A!rtnbly
Whsn ioining multiplr damter 8ss€mbli€s or lasleniog lh€ danper
lo th€ sle€v€, darnprrs shall be tasl€rrd wilh l/4-20 (MO) bolls,
numb€r 10 (M5) scref,s, or t/z'(13) long welds staggered int€mil-
t€nlly on bolh sides. Space faslsnets 6'(152) on c€nlsr snd I mar-
imum 2" (51) from lhe ends 0f the ioining seclions or from each cor-
net. lfhen ioining multipl€ damper asscmblies, a conlinu0us l/r'(3)
bead of Dow.Cornrng 999-A, Dow-Corning silaslic 732 RTV, or GE
RM08 sealanl shaI be spplied on lho mullion ioinl. Prsss lhe sur-
lac! ot th€ sealanl in place lo dispel any air. Anolher bsad of lhe
same sealant shall bE applild belwccn the damplr and sleevr in
the same msnnEr. Only one sidr ol lh6 damp!t requir€s csulting.
N0l8 lhe sealanl is nol required uh€n dampers ars suppli€d lor lire
dampor applications only and Irs not rlquir€d lo be leale96 ralad.
Mullipl! seclion high verlical mount dampers include a 14 gage r 5'
12 x l27l ride sleel mullion plate sandwiched b€lwe€n lh€ damprf
lrames rh€re tequired. The mullion plate musl b€ the same nateri-
alas lhe dam p€rs.
3.0amp€r SleeY!
Sleey€ thictn€ss musl be oaual lo or thicker than lh€ ducl connscl.
ed to il. Sl€eve gag€ rcquiremsnts rr€ lisled in ths SMACNA Fir!,
Smols and R.diation oamp€r Installation Guad€ tor HVAC Systems
and in NFPAgoA. ll8 b?6alaway stylc ducusllrvE c0nnlction is not
us8d, lhe slcsvs shrll be a ninimum of l6 989. (1.6) l0t damp€rs
up l0 36'(914) vrid6 by 24'(6t0) high and t4 gags (t.9) tot
danp!rs exc.eding 36' (914) wid€ by 24'(610) high. Danp!l
sleev. shall nol extend more lhan 6'(152) beyond th€ lit€ yiall 0r
partition unless damper is equipp€d wilh an acluator and/or factory
install€d sccess door. Sle€v€ may ertsnd up lo l6'(,106) beyond
lhe fire wall or partilion on sides !quipp0d with actuator aod/or lac-
lory installEd access door. Sle€ve shall lerminato at both sid€s ol
wall wilhin dimensions shown.
a.0smp!r 0rient.tion
Dampsr is d8siened lo oDerat6 with bladls running horizontalt 8nd
musl b€ installod with lsading €dg. ol clos.d blad€s rithin tis w6ll
or lloor whln lhey arr in the clos€d position. Us€'Mounl With
Arrow Up'labslss I guid6 tor prop!r dsmpcr ofianlation. Horizonlsl
mosnt dampers rnay b€ inslall.d uith actuator sbovs or brhw the
lloot.
5, fiountlng Angles
Mounliog anobs shall be a nhimum ol I rh' r 1lr2' r 20 gaoe st€€l
(30 r 38 r 1.0). For op.nin!3 in m€t.l slud, *ood stud and con.
crele/mason.y watrs of sizes 90' r 19' or 49' r 90' (2286 r 1245 or
1245 r ?205) and less mounlin! an9h3 rrs only r€qtirrd on one
sids ol the iall 8nd musl be sttachrd to both th. sl€evr and thr
wall. llounthg 6ngl€s rnay b0 inslelhd dirrctly lo th! mrlal slud
undrr lh€ wall board on mrlal stud yall ioslalletions only. Larg!t
openings and floor inslallalions r€quir! mounting angles on both
sid€s ol lh€ perlilion and musl h€ ettach€d only to ths sleeve.
Mounling aoglca nusl overlap lh. p.rllbn a ninimum of 1'(25).
Do nol w€ld or faslan angles togethar at colnrrs of dampers.
Anglos must oysrlap thr partition a minimum of l'(25). Ruskin
firelsmok! damp!rs nay be install8d using Rrslh FAST angl. for
one angl€ inslalbtion or Rustin PFMA tor two angh inst.llations.
.. llounting Angl! Fr3t!n!rs
Mounting angle fasleners shaI De tl0 (M5) bolts or scrlws, #10
sell.lapping concrrlr anchots or concrele scr€ws, l/2- (l3l long
lach welds or slrE (3) diamet!r sleel rivrls.
b.Iornling Ang l€ Farl.rer Sp.clng
For onr angle installalions th! slcevG fasteners shall be sDaced
at 6'(152) o.c. and lhe ryall taslrnlrs shall br spac€d al t2'
(3051 o.r. with a minimum of 2 f8strn€rs on rsch side. loD and
boltom. Scrru lasl€nets usrd in mGtsl slud nust engage lhe
m.lalslud a minimum ol l/z'(13). Scr.w fest!n€rs used in wo0d
slud musl engage lhe y{ood stud a minimum 0f l/r'(19). Screw
laslenrrs used in masonry walls musl engag€ the wall a mini-
mum ol 11,/2'(38). For tvro angle installalions the lasleners shall
be spaced at 8'(203) o.c.
6. Duct/Sleeve Connections
a. I real.ayray 0ucUSleeve Connectionr
Reclangrlar ducls musl use 0n€ 0r more ol the conneclions
depicl€d below
€--9
00u8t t '3'suP
u.:
tti
sTArouG s lAr.T.l
L.-r/:.,
DR|VE S P J00tt
-5i
usroE sUP Jorxl
a_+
tTALDWG S
l8.r Rrin loro. dl
xErtED '5'sUP
-__Jt€
st^lDtltG 5
lArih Rrhlo.c,dl
aM-
srA[0txG s
lAr!1. R.i.lrrc.d)
2tAtt's'3ut
I--€5-
slAxlrlrG s
A marimum ol two {10 (M5) sh.al melal screws on €ach side
and the botlom,localed in lhe c€nler ot lhe slip poclel and p€ne.
lfaling bolh sides of lhe slip pockel may be used. C0nnsclions
using lh€se slip Finls on lhe lop and boltom uilh llal diye slips
up lo 20' {508) long on lhe sides m ay also be used.
b, Round and Ovel Brerl-aw.t Connrctions
Round and llal oval breat.avay conneclions nusl use eilh€r a 4'
(102) wide drawband or #10 (M5) she!l netal scrcws spsced
equally around the circumlerencE of lhe ducl as tollows:
. Ducl diamelets 22'(559) and smaller - maximum 3 scrrws.
' Ducl diam€t6rs over 22" (559) and including 36'(914) -
marimum 5 screws,
. Duct dismel€rs ov€r 36'(9141 and up lo and including 191'
(485lllot8l p6rim Eter - n axim um 8 scrervs.
For llal ovalducts, the dhmeler is considered the brgest (major) :
dimension of lhe ducl. These conn€ctions are depicled io lhe
SMACNA Fire, Smoke, and Radialion D am per Inslallalion Guide.
Not!; When oplional sealing of lh€se joinls is desied, th€ ,ol-
lovring sealanls may be applied in accordanc€ wilh lh€ sealanl
n anufaclrrer's inslluclio ns:
Hardcasl, Inc. - lron Grip 60'l Pr.cision - PA20C4I
Eco Ducl Seall{.52
c. Fbngrd Ircel.rrvrl Slyla 0ucUShcv! Connlction!.
Flanged conncclion syslcms manutacturrd by Duclmale, Nrrus
or Ward are approvld br€ak-swsy whrn inslallsd as shown on
lhe Flanged Sysl€n Srealawsy C0nn€clions Suppl€nenl.
IDC and TDF roll-form !d llanged connoclions usin9 3/r'(l0l
slrel bolts afid nuts, and melal cleals,.s lesl€d by SMACtIA,
srE approvsd bt€ak.aw8y c0nn€clions wh€n ioslsllcd as shovrn
on lhc Flanged Syslen Sreakaway Connections Supplement.
d. ll on.B rc.t.aw.y DucLlsle€vc Conn€clionr
lf oth€r ducusl€!v€ conneclions ara usld, the sheve shall b0 e
minimum of 16 gag€ (1.6) lof dampets up to 36'(914) wid8 x 24'
(610) high .nd 14 gags (2.0) lor dampsrs 36' (9141 wiJe x 24'
(6r0) hbh.
7. Actualor Conn!ctionr
Ehclric and on€umslic 8ctustofs are l0 be connrcl!d in accordance ! ,
wilh wiring and pipiog diagrams daveloprd an compliance wilh
applicable codes, 0rdinanc!s and regulalions.
8. ln3lrllatioI and Iaintenanc!
Thc damper nusl b€ installed so it b square and kee ftom rackiog.
Do nol compress or stretch lhe dam!er lrarn€ into lhe ducl or op€n-
ing. Lifl or hsndle lhe damper using slesve or lram€. D0 nol lill
damp€r using blad€s ot aclualors. Each tire/smoke damper should
De aramined on a rsguler basis lo ensure il is nol rusted or bloclad.
In eddilion, €ach damprr should be l€sled 0sriodically, (NFPA r?c-
omm!nds annually or semiannually. dep€nding on lhe applcalionl
lo ensu.e il will p€rform as intcnded. C8re shouS be errrcisld lo
ensufe lhal such lesls ar€ pe ormed s8fely and d0 not causs sys-
lem damage.
VERNCAL INSTALLATION
Oamper may be installed with acluator on either side of lhe partition in accordance with the air flow label on lhe damper.
ra, (6)
,rlnlm|lm %" (6)
mlnimutn
FASTANGLE (ONE ANGLE) INSTALLANON
Angle may b€ inslalled on either side of the partition.
ITEM DESCRIPTION'|. Acluator (location may vary).
2. Opllonal Firestat or SP-100.
3. Auxiliary Oparating Jad€hafl
4. OamD€r
5. Over-Center Link
TWO ANGLE INSTALLATION
Angles are required on bolh sides ol the partition.
ITEM
6. Sleevg
DESCRIPTION
7. Caulking Matorial
(may be on €ith€r slde ofdamperframe).
E. Mounling Angles (PFMA, FAST or convenlional angtes)
9- Ouct/sleev€ coonadion.
HO RIZONTAL INSTALLATION
1'(251 inlmun
TYplcd OYld.g
oo dl SLtr''
ot Pd m Wri
ra. (61
la{mu|tr
16. (&5)
lhl||num
It
6'(r5:l)
lLdmum
I
ITEIII DESCRIPTION
1. Acluator (localion may vary).
2. OglionalFirestat or SP-100. i
3. Auriliary Operaling Jactshaft
4. Damp€r
5. Ovrr-Cant€r Link
6. Slaeve
7. Caulking Material
(may be on eith€r sids ot damper trame).
8. Mounting Anglos (PFMA, FAST or convsntional
anglos)
L Ducl/sleeve connsction.
TWO ANGLE INSTALLATION
Angles are required on both sides of the floor.
RECOMMENOED FRAMING FOR OPENINGS IN WOOD AND METAL STUD WALLS
INSTRUCTIONS
1. Frame wallopenings as shown.
2. Oouble vertacal studs are not .gquired Jor
openings 36'\w x 36'h (914 x 9'14) or smaller.
3. Full length studs are nol required next to the
damper if the spacing from the damper to the
tull length slud doss not exceed the maxi.
mum stud spacing. Th€ opening may be
framed with studs that are attached to futt
length studs (see tigure 2).
4. All construct'on and fasteners musl meet the
requirsments of the appropriate wall design
and/or local codes.
5. Consull lhe authoity having iurisdiction tor
other acceptable traming mehods.
Figuro 2
f,.l.l ald conrlrucdo{r
Motal Stud
F amlng ShoYYn
Woodao 6ard Cottatrrrctloo
-t
2." (6101
O.C. llax.
Figure I
MAXIMUM UL CLASSIFIED SIZE
(Vertical lnsiallation)
FSD36OB
MAXIMUM UL CLASSIFIED SIZE
{Horizontal Installation)
FSD36OB
unless ovsrall height is less than 91, (2311) and width is less
lhan 32" (813).
3. Horizontal dampeG over 3 saclions wide and 1 sac-tioo high
require a 14 gage r€inforcing pht6.
S.c Notes 1,2,
llotes:
1. All muldple sBclbn dampers are constructed of equal singls
agction sizes no greater than he ma{mum singte section
sizes indicated above.
2. Trrc ssction high dampers r€quir€ a 14 gage rsinforcing plate
B
P, 2/2 \
=3
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RUSKIN'
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAX (816) 76S8955
FSDR2s COMBINATION FIRE SMOKE DAMPER
UL555 and UL555S Leakage Class I Classitied
FOR USE IN DYNAMIC AND STATIC SYSTEMS
APPLICANON
The FSDR2s is a "lrue round" Ctass I leakage rated combination
fire/smoke damper designed for use in metal, wood or concrete fire
and smoke rated paditions and concrele floors. The FSDR2S is the
id€al choice h,hen round ducl is used on a proiect. The damper is
raled tor maximum velocity of 4,000 hm and 4,,(102) static pres-
sure. The integral frame and unique'cinch plale'design provide a
low cost, easy to instrll, high p€rforming damper.
STANOARD CONSTRUCNON
FRAME/SLEEVE
20 g69e (.9) galvanizgd steet, standard if (432) long.
Frame/sleeves available up to 36'(914) in length. See mini-
mum sleeve lsnglh chart on page 2 for assistance in choosing
conect frama/sleeve length.
BLADES
Two-piece 14 gage (1.9) equivalent thiclmsss galvanized steel.
BEARINGS
Stainless st8el sl6evs, pressad into trame.
BLADE SEALS
Silicon€ edge type sandryicfi€d b€twe€n two pi€ca bhde. Full
circumference smoke seal to 450.F (232.C).
LII{I(AGE
Jackshafl to blad6.
AXLE
l/2" (13) diameter.
CONTROLLED CLOSURE DEVICE (HEAT.ACTUATEO)
165'F (74'C) is standard. 212'F (1oO.C) or 285.F (141.C) are
available at no additional cost.
DAMPER SIZES
MINIMUM SIZE
6'diametsr (152).
MAXIMUM SIZE
Verlical/ Ho,izontal Installation - 24, diamet€r (610 ).S€e page 2 for dim€nsional information.
OPTlONS. TSl50 Flrostat ror reopenable operation in dynamic smoka
management syslgms.
' DSDF Flow Duct Smoko OetEdor - Consult Ruskin.. SPl00 Swltch P.cklga to rBmotety indicate damp€r btade posi.
lion.. SlosydFrams ot \.arious lenghs to insure field compliance with
UL installation requiremants.. Accesr Doot tactory mounbd in common sleeve to insuro com.
dianca wilh UL installation rBquirements.. MCP control panels for lest purposes or smoke management
syslsms.
NOTES
1. Units turnished approximalely Vs' (3) smallsr lhan given size.
2. Dimensions shown in parenthsses ( ) indicate mi imeteE.
3. Oarnpars approved tor airffow in any direclion.
Model FSDR2s meets the requirements for fire, smoke and
combination fire/smoke dampers established by:
' Nallonal Flre Proteclion Association NFPA Standards
90A. 92A. 928 and 101
. BOCA Natlonal Bullding Codes
. ICBO Uniform Euilding Cod€s
. SBCCI Siandard Euildlng Codes. ICG Intemational Building Codes
. CSFM Callfornl. State Flre Marshal Fire Damper Listing
(#3225-245:102) and Smoke Oamper Listing (f3230-
245:110). New York City (8SA Listing #176.82-SM)
UL CLASSIFIED
ULs55 Listing R5531, UL555S Lisring R10525
FEATURES
The FSDR25 oflels:. EFL (Electric Fuse Link) or PFL (Pnsumatic Fuse Link) heat.
actuated release devices permit controlled (ralher than
instantaneous) closure lhrough lhs damper actuator. The EFL
and PFL allow lhe damper to automatically reopen after a
test, smoke detection or power failure condition.
' EFL is standard ofl dampers wi0t eleclric actualors.. PFL is standard on dampers with pneumatic acluators.. EFL'S may be ordergd on damp€rs with pneumatic actuators
bul require an addilional EP switcfi.
Sp.C Fs0Rlt?0frRetfe,€! FSDR25699 ALL StAfeO SpECtF CAnOXS ARE SU*JECi fO CHAI,CE WmrOUr NOftCE OR OAL,G,AfION_ORutrn2ml
DIMENSIONAL INFORMATION
Wall/Floor
Thickness
Min. Sleeve
Length
4" (102)
5" (127)
6" (152)
T (178'l
8', (203)
s l22e)
10" (254)
11" (27s1
12" (30s)
Over l2' (305)
Thru 24' (6@)
17" 14321
'17" 14321
20" (508)
20" (s08)
20" (508)
22" (55e)
22" (5ss)
23" (584)
24' (610)
Add 1' (25)
lor rvery inch
ol wall/lloor
depth
MINIMUM
SLEEVE LENGTH
Note: 36'(914) maximum slaew
length.
GENERAL INSTALLATION INFORMATION
The'L" dimension is the dimension the
sleeve, on the actuator side ol the
dampsr, can exlend beyond the wall or
floor in a standard installation, The'L"
dimension is designed to ptovide the
installer wilh informalion to make installa-
lion easier. Ths table below grovides a
range tor the "L" dimension.
"L'DIMENSIONS
NOIE: The 2" (51) dimension is for duct conngclions. The "L" dimensron
hcludes the 2" (51) for duct connadion.
WALL THICXNESS
c'
(102)1127l.(152)
T'
(r78){203}
10"
(254)
Minimum
Standard
Maximum
8114'
9'
10-
811t"
10"
811.'
9'
'10'
8 r/4"
v
10"
I U4"
9f.
10"
8r,/4"
I
10"
8l ia"
9"
10'
METAL/WOOD/MASONRY WALL
OR CONCRETE FLOOR INSTALLATION
RETAINING'CINCH' PLATE
Erprnrlon
orp
EbctronicF|||Unl
(EFLI
Cloch ltlvlcr
Both sidc.
Apgro{ad
Actr.lo.
Nole:
Diameter + 6'
(152) = phle size
Ur'(l3l
l{inimum Ov.rbp
o,W.luFloor Opcni.|9
A square opening in wood or melal stjd walb or masonry walls and foors shall be
a minimum of 1" (25) and a maximum of 2tl/ (6C) larger tran the dampcr diameter.
See wood stud and melal stud framing for fire dampers inslallation insiructions su9-
plement for complsle haming deliails. A round op€ning in rnasonry walls or floors
shallbe a minimum of 1" (25) and a maximum ol2rfl (64) hrgsr
'tan
the damper
diameter.
Faclory supplied rohining 'cindt' phtas hold the damper within the wall opefling.
The platEs mus{ ovedap the opening a minimum of l/y (i3). Th€ plato fits snugiy
a.ound the int€gral sle€ve. The plates arc fasten€d directy lo the re or floor.
REFER TO THE FSDR25 INSTALLATION INSTRUC.
TIONS FOR COMPLETE INSTALLATION OETAILS.
SUGGESTED SPECIFICATION
Furnish and install at locations shown on plans, or as described in
schedules,round combination firelsmok€ dampers meeting or
exceeding the following specificalions. Frames shall be a minimum
of 20 (.9) gage galvanized sleel and lhe blade shall be two piece,
equivalenl to 14 (1.9) gage minimum galvanized. Bearings shall be
stainless ste€l sleeve luming in an extruded hole in the frame.
(Galvanized bearings shall nol b€ acceptable). Blade seals shall be
silicone edge designed lo vr,ithstand 450'F (232'C) mechanically
faslened and fully encompassing blade edge. Damper must have
an integral 20 (.9) gage sleeve and 20 (.9) gage retaining ptate tor
damper mounting. Square to round lransitions are unacceptable,
Each combination fire/smoke dampsr shall be dassifi€d tor use br
fire resistance ratings of l€ss than 3 hours, in acsordanca with UL
standard 555, and shall furthsr be classified by Underwriters
Laboratories as a Loakage Rated Oamper lor use in smoke control
sy:stems in accordance wilh the latesl version of UL555S, and bear
a UL labe{ attesting to the same. Damps manulaciurer shall have
lested and qualified wilh UL, a compl€te rang€ ol damper sizes
covering all dampers, required by this specification. Testing and UL
qualifyiog a single damper size is not acceptablo. The leakage rat-
ing under UL555S shall b€ leakago Class | (4 cfrn/tt. at 1" w.9. and
8 cfm/sq. ft. al 4" w.g.). Damp€r shalt be lisi6d, with Califomia State
Fire Marshal.
In addition to lhe leakage ratings already specitied herain the
dampers and their aclualors shall be quamed unde. UL555S to an
elevated lemperature of 250'F (121'C), 350'F (177.C), or 450"F
(232'C) depending upon the actualor. Appropriate etectric/pneu-
malic aclualors (specifier seloct one) shall be inslalted by the
damper manufacturer at time ol damper fabrication. Electric actua-
tors, factory installed on dampers, shall have been lesled tor oro-
longed p€riods of holding (minimum 1 y€r) wilh no evidence of
reduced spring relum pertomance. Dampar and actuator shall b€
supplied as a single entity which me€ts al applic€ble UL555 and
UL555S qualifications tor both dampers and acluators. Each
damper shan be rated for leakage and airlloU in either direclion
through lhe dampsr.
Each combination fire/smoke damper shall be equippad with a
"conlrolled closure'quick detecl heat.actuated release devic€ to
prevent ducl and HVAC component damage. Inslantaneous
damper closure is unacceptable.
Oampe.s shall be Ruskin model FSDR25. r ,
(Consull Ruskin for detailgd CSI MasterFormat Specification.)
3gb D.. cnet €. Rd.
Xrn 6 Cty. MO 640a,
(l|6) 761-?.78
Fr,\ (8 tSil ?65-8955RUST{N-
RUSKTN^
3900 Or. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAX (816) 76s-8955
INSTALLATION INSTRUCTIONS
FSDR2s COMBINATION FIRE AND LEAKAGE RATED DAMPER
Within Square Opening in ltrletal orWood Stud Framing in 1 Hr. rated drywall partitions
or an I and 2 Hr. rated masonry floors and ceilings or walls
APPLICATION
The FSDR25 round combination fire/smoke damper is designed lo
operate with blade running horizonlally. Dampers can be vertically
o( horizontally insialled with th€ lBading edge of lhe dosed blade
rvithin the wall in accordanco with NFPA-gOA.
To ensure optimum op€ration and perfomance, the damper must
be installed so il is round and tre€ from rac*ing. Oo not compress
or stretdr lhe damper frame into the ducl or opening.
MOUI{TING
Ve.iical or Horizontal.
MtNtMUt\t srzE
6" (152) diameter.
lrlAXlMUM UL CLASSIFIED SIZE
18'(457) diameter.
INSTALLAT]ON SUPPLETIIENTS
Rafer to the appropriate Ruskin inslallatlon operation inslrudions
supplem€nts br sp€cial requirsments:
. Sealing ol Dampers in Fire Rat€d Walls or Floors
. MEtal Stud Framing for Fire Dampers in Drywall Partitions
' Wood Stud Framing for Fire Oampers in Drywall Partitions
Note: Dimensions shor,vn in parentheses ( ) indicale millimeters.
RETAINING "CINCH" PLATE
1. Expansion Gap
A square opening in wood or metal slud walls or rnasonry walls
and tloors shall be a minimum ot 1" (25) and a marimum of
2Uz" (64) larger lhan the damp€r diametsr. A round opening in
masonry walls or ffoors shall be a minimum of 1' (25) and a
maximum of 2rl2" (g) latger than the damper diameter.
THE RETAINING 'CINCH" PLATE MUST OVERLAP THE
OPENING A MINIMU OF r/2" (13).
2. Damper Sleeve
The sleeve is integral to the damper and shall be of equal lo or
heavier than the gage of lhe ducl as describod in NFPA9oA
and as detined by the approptiate SMACNA duct cotrsttuction
standard.
3. Dampor Orlentation
The leading edge of lhe blade in lhe closed posilion musl be
wihin th€ plane ot th3 wall. Vertical installation is ilustralsd and
horizonial is similar (sae General Installation). The damper may
be instalhd with up to a 30 degree variance of the axle being
hodzontal (s6€ Blado Odentation seclion).
4. Retalning 'Cinch" Plates
DO NOT PLACE CINCH PLATES IN GROOVE
Remove boll from ona plate and work actoss he sleeve twisl-
ing it over the axle. (lmportanl: Cinch m€cfianism should face
actuator.) Placs damper in the wall. Secure remaining plale on
opposite side of wall-
The plates are designed to grab and hold the sle€ve while
mounting flush against the wall or tloor reiaining tha damper
securoly in the opening. The plates must ovedap lhe opening a
minimum ol t/z'(13) (s3e'cirrch" Plate s€ciion).
For masonry openings seoure tha 'cindr' plates lo lh8 rvalmoor
with appropriate lengh masonry scrsrvs. For wood/metal stud
applications secure lhe platss to wall using #10 shoet m€tal
screws of appropriata lengths so as lo have ihe maior body of
lhe s6ews angage v/ood/melal studs or runners (sea General
lnstallation).
5. Ducuslaeve Connecdons
Round break-away conneclions must be usad. Eilher a 4'(102)
wids drawband or #10 shset metal screws spac€d equally
around the circurnler€nce of the ducls as follours:. Duct diameteG 18'(457) and smalbr- 3 scraws.
Nob: Wl|en optional sealing ot lhese ioints b dosirsd, ths bllowing
sealants may ba applied in a@o(danca v{ilh lhe soalanl manufac-
ture/s instructions: Hardcasl, lnc. - lron Grip 601, Procision -
PA2084Tor ECO Duct SBal .14-52.
Do nol place phtes in gmov6
Figure I
SEE OETAILS ON
UL CLASSIFICATION
MARKING ON ENCLOSED
PROOUCT
fIFSOE!'299rR€pte€. ff.FsoR2$rrgo ALL SrAIED sPEcrnCAnONS ARE SUSJECr tO cUAtrcE WTHoUf NOnCE oR (BUGATION. €Ru*h Uat|lbdrnn9 1999
GENERAL INSTALLATION
In 1 and 2 Hr. Rated Masonry Floors and Ceilings or Walls
ITEM DESCRIPTION1. FSDR?S Round Fire Damper
2. Retaining Phte,20 gE. steel
3. Ouct
4. Masonry Wall Constructon
5. #10 Concret€ Anchor
6. 4" Draw Band
Flgure 2 Flgure 3
Wiihin Square Opening in Metal or Wood Stud Framing
in 1 and 2 Hr. Rated Drywall Partitions
ITEII DESCRIPTK'N
1. FSOR2s Round Fire Oamper
2. Retaining Plate,20 9a. steel
3. Ouct
4. M€tal Stud Wa[ Cqrstruction5. Wood Stud Wall Consfuclion
6. #10 Sheet Metal Screw7. 4'Draw Band
Flgurs 4 Flguro 5
INSTALLATION AND TAINIENANCE
To ensure optimum opetation ard Performance, th€ damper must be installed so it is sguare and fise from racking. Do not @mpress o(
stretch thc damper fram€ into lhe duct or opening. Lift or hsndle th€ damp€r using sle"ve or trame. Do not In damp€r using bbdes or actua-
tors. Each fita/smok€ damper should ba oxaminsd on a rogular basis io snsure it b not rust8d or blocksd. lt is recomm€nded [te damp€r bsoparat.d (&e actuator cyded) at least once €vsry 6 flionths. Caro should be cxercissd to ensurs lhat sucfi tesls ar6 perlom€d safely and
do not causa system damags.
BLADE ORIENTATION
a{rgFf }tQF gmu"
(Maximum)
30' OFF HORIZONTAL
(ltlarimuml
NORUAL
RUSKIN'
v
..r-7r'v. 'a*!+.'1..,.,.. - - iA
"'-xr.)t, AMCA LICENSED ,tii'''"\ii See Page 2 ,,:fil""- ;'.,,, -..rrc'-E!iiz
3900 Dr. Greaves Rd.Kansas Caty, MO 64030 (816) 76't-7476 FAX (816) 765-89ss
FSD36 COMBINATION FIRE/SMOKE DAMPER
lVr HOUR UL555 RATED. UL555S LEAKAGE CLASS ll
AP PLICATIO II
The FS036 is a combination fire/smole damper built with triple V-
groove blades and controlled closure lechnology that provides
poinFot-origin tire containmenl and operalional flexibility in slatic
and dynamic smokg management s!6tems.
The FSD36 mey be installed vertically in walls or horizontally in
concrele floors in HVAC systems with velocities to 2,fi)0 fpm and
pressures to 4' rv.g. (onsult Ruskin br propor applicatim if velocity
and Fessure erceed hose listed above),
STANDARD COI{STRUCTIOI{
FRA I{ E5'r l6 (127 x 1.6) gage galvsnized hat.shspGd steel channrl
stfuclurally supcrior to l3 (2.31 gsge channelframe.
BLADES {PARALLEL OR OPPOSED ACTION)
6" (152) witle, 16 (1.6) 9a9e equivalenl thickness galvanized
steel. Triple V€roove shaped approximately 6" (152) ofl center.
EEARII{GS
Stainless steel sleev€ pressed into frame.
JAIT B SEALS
Stainbss steEl, fl€xibl! metal com p16ssion type.
BLA DE SEALS
Silicone €dge typ6 for smok€ seal to 150'F (232'C) and galva.
ni2ed stseltof llame slallo 1900'F (103E'C).
LINKAGE
C oncealed in frame.
CO ITRO LLEO C LOS URE DEVIC E
(HEAT.ACIUATEO)
165'F (74'C) slandard. 212'F (100'C) or 285'F (14t'C) are slso
available dt no sdditionalcost.
DAMPER SIZES
Mml uu stzE
5'w x 7t 1127 x '1781. Dampers under 6"w (152) are Leakage
Class lll. (Soe not3 3.)
itAxtl$Ut{ stzE
Vertical Insliallaton - | 26'w x 122'h (3200 x 3099).
Horizontal Installation -'144'n, x 96"h (3658 x 2438).
OPTIONS. TS150 Flrestrt tor reop€nable oparation in dynamic smok€
managoment systams.. DSD Duc{ Smoke Detector (No ilow or iow rated).. SP100 Switch Packags to rsmotely indicate damper blade posi-
lioo.. FAST Angle tor one angle instalbtion.. G Sqd€ tor grille epplications.. GA, Grille Accsss Typ€ tor through the grille access to actuator
and control d€vicas (see FSD36GA modet).. OW, Out ot UrellrFloo; type for through penetrations (See
FSD36OW model).. RA, Integral Retalnlng Angle Type tor'fool proof'one sid€
installation (modsl FSO35M).. Slecves of various longths and gages.
' Access Ooors taclory mount€d in common sleeve.
' l{CP Conbol Prnels tor test purposes or smoke managemenl
sFtems.. Flrsstop Caulk for hstallations wihout anglss.. Strinless Steal Construcdon
Model FSD36 meets the requirements for tire, smoke and
combination lire/smoke dampers astablished by:. National Fire Protection Association NFPA Standards
90A. 92A. 928 and 101
' BOCA National Building Codes. ICBO Uniform Bullding Codes. SBCCI Standard Building Codes. ICC InGm.tional Building Codes. CSFM Califomia State Flre Marshal Fire Damper Listing
(#3225-245:005 and Smoke Damper Listing (#3230-
24 5:109)
' Nsw York City (BSA Lisling #176-82-SM)
UL CLASSIFIED
UL555 Listing R5531, UL555S Listing R10525
FEATURES
The FSD36 olfers:. EFL (Electric Fuse Link) or PFL (Pneumatic Fuse Link) heat-
actualed release devices permit contmlled (rather than instanb-
neous) closure through the damper acluator. The EFL and PFL
allow the damper to aulomalically reopen afler a lest. smoke
detoction or oower tailure condition.. EFL is standard on damDers with eleclric actuators.. PFL is slandard on dampers wilh pneumatic actuatoF.. EFL'S may be ordered on dampsrs with pneumatic actuators but
r6quir6 an additional EP swilcfr.. Oual direclion airflow.. Actuaiors mounted either out or in airstraam.I
j
I
H.igm
NOTES
'1. Oamper are turnished approximately l/." (6) smaller than given
opening dimensions.
2. Dimensions shown in parenthases (
3. Consull Ruskin for damoers less
using B stte transitions.
) iodicate millimeters.
lhan 7" (178) high vrithout
Sp|c FSO3&I OzR.plac.r FSO!&!01 ALL SfAfEO SPECIFICANONS AEE SUAJECr fO CHANGE WfHOUf NONCE OR OAL'CArION.ORl/3\. Nor€o$er 2002
AMCA LICENSED LEAKAGE AIR PERFORMANCE DATA
o
AND
ntR
ett
Ruskin cerlifies that the Fso36 shown hereon is licensed to bear the AMCA seal. The ratings shown are
based on tests and procedures performed in accordance with AMCA Publication 51i and comply with
the requirements of the AMCA certified Ratings Program. The AMCA Gertified Ratings seal applies lo
bolh eir leakage and air performance for the perallel blade FSD36 and lo air pertormance only tor the
opposed blade FSD36.
Air leakage is based on operation between 50.F and 104.F. Onty dampers fumished with tactory
inslalled actuators are licensad to bear the AMCA seal.
To delermine the AMCA Licensed air pedormance:
Locab r|6 applicable test p€r minute face velocity on the boltom ot the velocity vs. pressure drop cfiart below. Move up the dtart to h€ most
appropriala size damper line. From the inters€clion poinl, movs l€fl to det€rmine the pressure drop on the teft side of the dtart.
VELOCIW vs. PRESSURE OROP
6 7 09
500 1000
FACE VELOCITY - FEET/MINUTE
AMCA Fig. 5.3
t.0
0.9
0.6
0.7
0.6
0.5
0.4
0.3
0.1
.09
.0E
.07
.06
.05
.04
(9to
UJ
()z
0-o
E,o
UJEfou,]u
E,
o-
89
r0000
SIZE REQUIREMENTS FOR LEAKAGE CLASS II
MINIMUM
SINGLE SECTION
MAXIMUM
SINGLE SECTION
MAXIMUM MULTI.SECTION
VERTICAL MOUNT HORIZONTAL MOUNT
12"w x 9"h
(305 x 229)
36"w x 48"h
(914 x 1219)
72"w x 48'lr
(1829 x 1219 )
72"w x 48'h
(1829 x 1219)
//
/.rf/
'/,/y
flr /:
/.{,tt ls
t/
)
t f I
T
I {
),/
/
,
r00 5000
SPACE ENVELOPE
T-
T I
Externally mounted actuators require space outside the damDer
sleeve, The "S" dimension is lhe "side" clearance. lhe "T" dimen-
sion is the "top" clearance and lhe "E dimension is lhe "bo[om'
clearance reguired for the various actuators approved for use with
Ruskin fire/smoke dampers. Actualors and accessories are factory
mounled on the right side when viewed from the actuator side of
the wall or lloor. Ruskin fiJelsmoke dampers can be rolated or
lurned over lo accommodate the application. lf lhe actualor must
be mounled on top or bottom, selecl the FSD60V.
For actuators nol shown. refer to the Actuato.s And Ac€cssories
Space Envelopes For All Fire/Smoke Dampers data sheet.
NOTES:
1. The'll" dimension repGsents the required height to encompass
th6 actuator aM accessories with nothing protruding above or
b€low lhB damp6r.
2. For every incft damper is less than "tf dimension add one indl
to "8" or "T"'dimension.
; otor wlth
rEFLaIslso
a
I
I
IL
DAMPER SLEEVE DIMENSIONAL DATA
ELECTRIC ACTUATORS WITH EFL
ACTUATORS H s T B
H2000 and H2024 12" (305)4" (102)0" (0)l.!rE
MS4209. MS8209 r2" (30s)4" (102)0' (0)N/A
GGO221.NF120.24 '14" (356)5" I'127\N/A 0" f0)
ELECTRIC ACTUATORS WITH TS150 OR SPlOO
ACTUATORS H s T B
H2000 and H2024 12" (305)4" (102)0'(0)N/A
MS4209. MS8209 12" (30s)4'(102)0" (0)N/A
GGD221. NF120.24 14'(356)5" n27l 0 (0)N/A
The drawing and corresponding table show the position of the
damper when mounted in a factory slseve. The standard mounting
locations provire enough space for the mounting of actuators, con-
Itols and allow space lor installation of rotaining angles and dud
conneciions. The minimum faclory sl€€ve length is 1f (432). Con-
sull Ruskin tor shoner sleeve lengths.
The standard location of a damper mounted in a factory slesve (.L,
dimension) is shown at right. ThE damper can ba positioned at
other locations within a rangs of 7" (178) or 101/2, (267) and 9"
(229) lo 12112'(318) dspending m sizo, actuator and options.
NOTE:
Th€ entir€ damp€r lrame is not requirad to b6 installsd within th€
wall. The damper bladss, rvhon dosed should b6 contained within
the wau.
i'i|--
I tlilr
lir@
3' -r l-:-lo",H il-r-+-O I i .rii;oT" itl
@
All dampers whh
EFL or PFL
All dampers with TSl50rSP100 orSPl00
Eloctdc Actualors Pnoumatlc Actuators
Over 10"
1254'l
High
10' (2s4)
High rnd
Under
Over 21"
(s33)
Hlgh
or 3z'
(813) High
wrGGD221
21'(s33|
High and
Under
or 32.'
(813) Hlgh
rnd Under
wGGO22I
331-1827(P)33r.296r(P)33r-3060(Pl
Over 28'
Frr)
Hlgh
28" (7111
High e
Undor
OvEr 32"
{813)
High
32' (813)
High &
Under
Over 40"
(10r6)
High
40'(10t6)
Hlgh &
Undsr
Minimum
"L'
Maximum
7'(r78)
Trir'l18tl
s"(229)
101/r'(267)
105/!'(270)
12lh'(3t8)
7'(ri8l
7'h'(t8tl
e'(229)
10Vr'(267)
105/r'(270)
12'l2'(3181
7'(r78)
7rh'(18r1
9',{2291
10'h'(257)
105h' (270)
|21/2'{3181
7'(1781
7Vc {181}
s'(229)
r0rh'(267)
105h'(270)
121h" (318 )
7'(r78)
7U!'{181)
e'(229)
101h'(26?)
l0rh" {2701
r2 vr (3r8)
DIMENSIONAL IN FORMATION
17,. l13ll'\qO+2"
or O r51)
MINIMUM SIZES
Nominal 5"w x 7"h (127 x 17A)
Actual43/41v x 63fi"h (12i x 171)
Dampers with h6ights (B dimension)
less than f (178) requir€ Style B transi..
tions and a sleeve. The dampor its€lf
remains 7' (178) high.
Consull Ruskin for special construclion
on dampers lass than 7' (178) high
wihout using a transition.
SPECIFICATION
MAXIMUM UL CLASSTFIED SIZE
Single Section:
36"w x 48'h (914 x 1219)
Multiple Section Assembly
Vertical Inslallation -
126V r 122'h (3200 x 3099)
Horizontal lnsiallation
144"w x 96'h (3658 x 2438)
For dampers axceeding thsse
dimensions consult Ruslin.
ROUND, OVAI OR TRIANGULAR DUCT
TRANSITION CONNECTION
FSD36 dampers supplied with round connec.
lions (R for low pressure, CR for medium ores-
surs or WR welded tor high pressure) are:
Minimum 4" (1102) in diameter
Maximum vertical 120" (3048) in diameter
Maximum horizontal94" (2388) h diameter
Tho square size of the dampor wilt bs 2. (51)
largar lhan the diameter dirn€nsion ordered.
FSD36 dampsrs supplied with rectangutar
connections (C for low to medium pressure or
WC welded for high pressure) are:
Minimum 6"w x 4"h (152 x 102)
Marimum vertical 124"w x i20"h (3150 x
3048)
Maximum horizontal 142'w 94"h (3607 x
2388)
Ths square size of thg damper will be 2" (51)
larger than the width and height of the damper
A x B dimensions.
FSD36 dampers supplied with ovar connec-
tions (LO for low pressur€, CO for madium
presgqrg or WO walded tor high pressure)wil
be 2- (51) larger than he width and haight ot
the damperA x I dimensions,
Combinatbn fire/smoke dampeF meeting or exce€ding th6 tollo r.
ing sp€cifications shall bo furnished and instalted;t locations
shown on plans or as descdbad in scrtedulas. Dampsrs shall m6€t
lhe requirements of NFPA9oA, 92A and 928 and shall b€ ctassifiedfor use for firs resistanca ratings of l€ss than 3 hours, in accor-
dance with UL555. Oamp€fs shall furthsr be dassmed as Laakage
Raled Oampers for use in smoke control sFtams in accordan;with the latast version of UL555S. Th€ leakage rating under
UL555S shall bs toakage Ctass (10 cfm/sq. tt. at i, w.g). -
In addition to the leakage ratings already specilied herain, th6
dampers and their actuators sha! b6 quatified undar ULsS5S to an
elevated temp€ralur€ of 250'F (121.C), 3SO.F (127.C) or 450.F(232'C) depending upon the actuator. Appropriato etcitricJpneu-
matic actualoG (speclfier Delect onol shall be inst3lled by the
damper manufaclurer at timg of dampor fahication. Elect ic adua_tors, factory install€d on dampsrs up to I square fe€t. shall havebe€n tested tor prolonged pcriods ol holding with no evidence of
r8duced spring retum p€rfoamance. Damper and actuator shall beslfpqigg as a single entity which meets ai applicabte UL5S5 andUL555S qualifications for both dampors and actuators. Each
dampsr shall be rated lor lsakage and airllow in aither direction
through th€ damper.
Eaci combination fire/smok€ dampor shall b€ equipped with a
'controll€d dosure' quick detect hsat-actuated release devbe to
pfe\€nt duct and HVAC component damags. Inslantaneous dampef
dosur€ is unacceptable,
Damper fram6 shall b€ minimum 16 (1.6) gage galvanized steel
tormed hto a struclural hat channel reinforced at comers. Damoer
blades shall bs single skin galvanized steet 16 (1.6) gage minimum
rYith thres longitudinal grooves for reinforc€ment. Bearings shall be
stair$sss sleel sle€ve luming in an extruded hole in ths ftame. Btade
€dg€ seals shall be hiatable siticone coated liberglass and gaha-
niz8d ste€l m€dtanicaly locked into blade edgs (adhesive or dip on
seals not acceptable). Jamb seals shall be slainlsss stael compres-
sion type. Each damper shall be supplied with a hctory mountsd
sfeeve of 17" (4321 minimum length. Dampers sha b6 Ruskin
model FSD36.
(Consult Ruskin for detailed CSI MasterFoanatspecification).
3900 t)'- Gr6sv.a Rd.
KarEec Cty. t/|() 64030
(816176t-t476
FAX {8 t 6} 76$!Ss5RUSI{N-
RUSKTN'
3900 Dr. Greaves Rd.Kansas City, MO 64030 (816) 761-7476 FAX (816) 76s-895s
INSTALLATION INSTRUCTIONS
FSD3s, FSD36(C), AND FSD37(C)
COMBINATION FIRE and SMOKE DAMPERS
1r/2 HOUR UL555 RATED
APPLICANON
Models FSD35, FSO36(C) and FSD37(C) combination tare and
smoke dampers are designed to operate with blades running hori_
zonlally. The standard application is with the leading edge of the
closed blades within the wall; however, these combination fire and
smoke dampers can be manulactured to be installed outside the
wall or floor.
FSDt5, FSDt6, FS0t? AXt[UI Ut CtASStFtED STZES _
PARALLEL BLADE
Singlo s€ction vertical or horizontal instalhtion
361a x 4E'h (914 x 1219).
Multiple socljon assombty vertical installation
go"w x 48'h or 36"w x 91"h (2206 x .t219 or 9i4 x 2311).
Multiple section assembly horizontal inslallation
90\y x 48"h (2286 x 12t9).
FSD3s'OB, FSD37/OB iIAXIMUM UL
CLASSIFIED SIZES - OPPOSED BLADE
Singls section vertical or horizontal insLallation
36\lv x 48"h (914 r 1219).
Mullipla s€clion ass€mbly verticat insialation
120"w x 96'h (3(xE x 2430).
Mulliple section assembly horizontal installation
1/r4k x 96'h (3658 x 2439).
FSD36'OB MAXIMUM UL CLASSIFIED SIZES -
OPPOSED BLADE
Single section vertical installation
421.v x 611 (1067 x 1549).
Single section horizontal instalation
36"w r 48'h (914 x 1219).
Muldple section asssmbly verlical hstallation
1261Y x 1Zt FmO x 3@9).
Mulupl€ s€clion assombly horizontal installalion
1/knv x 96'h (3658 x 2439).
FSD36C, FSD37C [AXmUr UL CLASSTFIED STZES _
PARAILEL OR OPPOSED BLADE
Single ssction vartical or horizontal insta atbn
241,v x 241 (610 x 610).
FSD35SS, FSD36SS !nd FSD3TSS MAX[rtUM
UL CLASSIFIEO SIZES - OPPOSED BLADE
Multipls section essombly vartical installation
go'w x 481 (2286 x 1219).
Oimensions sho,vn in parenthases ( ) indicats millimelers.
INSTALLATION SUPPLEMENTS
Refer to the appropriat€ Ruskin installation instructions suppte-
ments for special requirem€nts:
. Transfer Openings and Ouct Terminations
. Mullions tor Oampers in Oversized Wall Openings
. S-and-Orit/emate No. 14880
. Flangsd Syslem Breakaway Connections
. TS150 Fireslat System with High Limit Tsmperature Sensor. Ebchic ELF Controlled Closure Dsvica
' Pneumatic PFL Conkolled Closur6 Device
. Fire and Combination FirelSmoke Oamper Insla ation in
Concrete Floor wilh Steel Dect.
. E dension ol Fire and Fire/Smoke DamDer Slasves.
Calitornl. Slate Fire t arshal Listing No. 322t24ft:005 and 3230.
2'15:109 tor FSD 35 36.
New Yofi Clty BSA No. I 76-82-SU for FSD35, 36.
New York Clty MEA No. 39+93.1U for FSO37.
ALL STAfeO SPFC/ACAnONS ARE Sllg-tEct rO CHANaE mfHatrf Notlf,;E oR oeL6,AnON.ORusrio 2002
"tr SEE COMPLETE
MARKING ON
PROOUCT
llFSo3Sl0Z Rcplaes -FSO3& 1220q)
l, 0 p€nlng Cleafancc
The op€ning in lhe wall or lloor shall be larger than the damper/
sleeve asssmbly lo permil inslallalion or expansion. F0r ltvo angle
Inslallalions the opeoing shall be a mininum of tir'per lool (3 per
305) larger lhan lhe oversll siz€ Df lhe damper/sle€ve ass€mbly.
The marimun op!ning size shall ool erceed 1/!'pcr fool (3 per
305) plus 2'(51), not shal the opening be l€ss than r/.'(6) larger
lha0 lie damper/sleeve ass€mbly. Fot 0ne angl€ installalfuns, the
op€oing shall be a minimum ol 1/.'(6) lo a narimum ol l'(25)
larger than lhe ovetall size of lhe da m perlsleevr assem bly.
2. Frst!ncrs rnd llultlpl! Srction Arstmbly
Wh€n joining nultiple damper assemblies or faslening lhe dampEr
10 lhe sleove, dampers shall be fsslened with l/4-20 (M6) bolts.
nurnbsr l0 (M5)scrervs, 0r r/2'(t3) long v€lds staggefed inlemll-
lenlly on bolh sides. Space fast€n€rs 6'(152) on cenlsr and a mar-
rmum 2' (51) hom the ends of the,oining s€clions 0. lrom each cor-
ner. When ioining mullipl€ damper assemblies, a continuous 1/0'(3)
bead of Dow-Corning 999-A, 0ow.Corning silaslic 732 RTV, or GE
RTV 108 sealant shallbe applicd on lhe mullion joint. Press lh€ sur.
lace ol lhe sealanl in place to dispel 8ny air. Anoth€r bead ot lhe
same sealanl shall b€ appfi€d betrveen the darrpEr and sl€eve in
lhe Eam€ msnn€r. 0nly on€ side of the damper faquites caulting.
ole lhe sealanl is nol required wh.n dampers ars supglicd for fire
damp€r applicalions only and ar! not rcquired lo be loatags raled.
Mullipl€ seclion high ve icsl mount dampers includ! I 14 gage r 5'
(2 1127|wide sleel mullion plale saodwiched betwe€n lhE dampel
Irames where requir€d. The mullion Dlat€ must ba lhe sam€ nateri-
al as the dam pers.
3.0anDcr Slseve
Sleeve thickness must be €qual lo ot lhicker lhan the docl connect.
ed to it. Slsrve gage r€quir.msnls are fislsd in th€ SMAC],IA Fire,
Smoke and Radiation Damp€r Instalhlion Guid€ tor HVAC Syst.ms
and in NFPAg0A. lf e brlakawsy slyle ducusl€eve conn€ction is not
us€d, lhe sh€ve shall br a minimum of '16 gage (1.6) tor dampers
llp lo 36'(9'14) wid! by 24'(610) high rnd t4 gage (t.9) tor
dampers excceding 36'{911) wide by 24' (610} high. Dampst
sleev€ shall nol €xlend mors lhan 6'(152) beyond th€ tire wall 0r
partilion unless damp!r is equipped wilh an scluator and/or lactory
installsd access door. Sleeve may ext€nd up to 16' (406) beyond
lhe fire wall or partilion on sides €quipDed with actuator artdlot tac-
tory inslalled access door. Sle0ve shrll termi0ale at both sid€s 0l
wall within dinensions shown.
4. DamDsr 0riant.tlon
Dampef is d!signed lo op€rats with blades running horizontally and
m ust be inslrll€d vrith loading sdge ol closrd bladss within the wall
ot rloor whrn thoy ar. in th€ clossd position. Uss 'li.lount With
Arror Up'lab€l as a guidc tor proper damper orhntatbn. Horizontal
m0unt dampers may be inslsll€d uilh actugtor sbovs or bsbw the
floor.
5. Iouoling Anglos
llounling anoles shall b€ a ninimum ot l1/2'x tl/t'r 20 gage stEel
(36 r 38 r 1.0). For op€nings in m€tal stud, wood slud and con.
crele/masonry walls ol sizcs 90'x 49'or 19'r 90'(2286 r 1245 ot
1215 r 2286) and less mounting anghs ar. only r€quiled on one
sids of lhe wall snd nurt br attachld to both th€ sleeys 8nd the
wsll. Mounting anglEs may b€ install€d dir!c y to ths m!lal slud
under lhe wall board on melal stud rall installations only. [arge]
op€nings and floof inslallations r€quire mounting sngles 0n both
sides of lhe psrlilion and must be attach.d only to the slesye.
ounting 8n9l!s rnu3l ov€rlap thc partition , minimum of 1. (251.
0o nol ueld or teslen rnglrs logolher at corners ol danp!rs.
Anglls musl ovsrlsp lh€ pa ilion a mininum ol l'(251. Ruslin
fire/snote danp€rE mat be inslallsd using Rustin FAST anglE lor
one angh instNllalion or Ruskin PFIrA tor two anglE installations.
a. ll ountiog Angle Faitaners
Mounling angle fasl€rlcrs shall be ll0 (M5) bolts of screws. #10
self.tapping concrrle anchots or concrele scrlws, r,lz'(13) long
tack rv!lds or 3/ro' (3) diamElet steel rivets.
b. llounling Anglc Frstener Sprclng
For one angle inslallalions the sleeye lasteners shall be spaced
al 6'(152) o.c. and thc wall fasien€rs shall be sDacld at t2'
(3051 o.c. with a minimum of 2 lasten€rs on sach side, top and
bolton. Screw fast€n!rs used in m6lrl slud must !ngage the
metal slud I mintunum of l/2'(13). Scrow fasl€ncrs usld in wood
slud musl engage lhe wood slud a minirnum ol 3/|'(t9). Screvy
laslen€fs used in masonry walls musl engage lhe wali a mini.
mum ol 1l/2'(38). F0r two angle inslallalrons the fast€ners shall
be spaced at 8'(203) o.c.
6. DucUSlerve Coonection!
a. 8 rerl.ryrry DucUSlesve Connections
R eclangu lar ducts m usl us€ on€ 0f m ore of lhe coon€ctio ns
deoicled belovr-€--sPrAlil'5'stP llErIE0'S'SlrtJJJ D0uEtt 's'sUP rxsrDt sup .,oltl
st^rorlc s sT^)tol}|c s slAilota,rc s t^tT.t lllilDtilc s
(Aiil. R.turlof..dl llrr Rrinlorc.dl
stlI0 G s
Itrtl. R.i.lo.c.dl
0RtvE sr. rP Jo |l
A n8rimum of lwo #10 {M5} sheet m6lal sctews on each side
and lhe botlom, localed in lhe cenl€r 0l the slip pockel and penc-
Iraliog both sides ol lhE slip pockel nay be used. Connsclions
using these slip joinls on the top and botlom with llat drive slips
up lo 20'(508) long on lh€ sides may also be ussd.
b. Round rnd Oval Bieal.sw!y Connestions
Round and tlst oval breal-arvay conn€clions musl use €ilher a 4'
(1021 wide drawband or t'10 (M5) sh€et mclal screws spscsd
equally around thr circumferenc6 ot lhe ducl as lollows:
' Ducl diametsts 22'(559) and smaller - maximum 3 screws.
. Ducl diamolers over 22'(559) and in.luding 36'(914)-
marimun 5 scretvs,
. Ducl diam€t6rs over 36'(914) and up t0 and iflcluding 19l'
(4851) lotal p€rimeler- maximum Sscrews.
For tlal oval ducts, the diamelsr is considered the largest (maior) :
dinensioo ol lhe ducl. Th€se coonEclions ar€ depicled in lhE
S MACN A Fir€. S mole. and Radialion Dam Der Inslallalion Guide.
Not€: When optional s€aling ol lhese irints is desired, the fot
lorving sealants may be applicd in accordance wilh thr sealanl
m anufaclurer's inslructions:
Hardcast, Inc. - hon Grip 60'l Precision - PA2084T
Eco Ducl Seal4i0-52
c. Fl.ng.d 6rr.k.rr.t Styla 0ucUSl..v! Connrctions.
Flanged connlclion systems manutactured bt Duclmate, llerus
of Ward ars approved br!aft.8way whan inslalled as shown on
lhe Flanged Syst€m BrEakaway Connrclions Supplemenl.
TDC rnd TDF roll-formed flanged connsctions using 3/r'(10)
stecl bolls 8nd nuts, and melal cleals, as llslcd by SMACNA,
ar! approyed Drea[.away c0nneclions wh€n inslalled as shown
on lh€ Flanged Syslem EreatEway Conneciions SupDlemenl.
d, Non.8 rtat.aw.y 0lclrsllevr Connlclions
lf olher duclrsh€ve conneclions ars used, lhe sleeve shall bs a
minimun of l6 989€ (1.61 lor dsmpers up lo 36'(911)widE r 24'
(610) high and 14 gago (2.0) tor dampsrs 36'(914) ui{te r 24"
(610) hi9h.
7, Actu rlor Conn!clions
Ehcttic and oneumalic aclualoG are lo be connected rn accordanc€ ,
yvilh wiring and piping diagrams developrd in compliance with
applicablo codes, ordrnanccs and regulations.
E. lnslallation and llaintenance
Thc damper musl be ioslalled s0 il h square and ftee lfom racling.
00 nol comprsss or slr€lch lhe damp€r lmne into the ducl or open-
ing- Litl or handle tha damper using sl€eve 0r frame.0o no{ litt
dampef using blades or acl!ators. Ea6h ti.e/smoke damper should
b€ eramiold on a regular basis to eflsure il is nol rusted or blocted.
In addition, each damper should be lesl€d periodically, (NFPA rec-
ommends annually or semiannually, depanding on lhe applicalion)
to cnsure it will p€rlorm as inl€nded. Care should be €rercised lo
ensure lhal such lests are perlormed safely and do not cause sys-
tem damage.
VERNCAL INSTALLANON
Damper may be installed with actualor on either side of lhe partition in accordance with the air flow label on ihe damper.
1'125, Mlnh|t,m
lYglcd Ovs.lrp' on.ll Sld.3gt Prrudo.r W.ll
ra. (6)
,alnlmum %" (6)
lrlnimum
,H'ffiJ 5" (152)
l{rxhum
FAST ANGLE (ONE ANGLE) INSTALLATION
Angle may be installed on either side of the partition.
ITEM OESCRIPTION
1. Acluator (location may vary).
2. OplioRal Fir€Stat or SP-1O0.
3. Auxiliary Operating Jackshaft
4. DamD6r
5. Ovor-Center Unk
TWO ANGLE INSTALLATION
Angles are required on both sides of the partition.
ITEM
6. Sl€€ve
DESCRIPTION
7. Caulking Matarial
(may be on eiiher side ofdamper frame).
8. Mounting Angles (PFMA, FAST or conventional angles)
9. Oud/sleeve conn€clion.
1" (25) Mlnlrnum
lyplcrl Ovedlp
m rll Sld.t
ot Plrllu,on W.ll
HORIZONTAL INSTALLATION
ITEM OESCRIPTION
l. Actualor (location may rrary).
2. Oplional Firestat o. SP-100. i .
3. Auxiliary Opsfating Jaclshaff
4. Oamp€r
5. Over-Csnt€r Link
6. Sleevo
7. Caulking Material
(may bg on either s'td€ of dampsr frame).
8. Mounting Angles (PFMA, FAST or conventional
anglas)
9. Oucusb€ve connection.
IWO ANGLE INSTALLATION
Angles are required on both sides of the floor.
r 6. (.o5)
Hrrlmum
I
I
6" fls4lJltrirnutn
I
RECOMMENDED FRAMING FOR OPENINGS IN WOOD AND METAL STUD WALLS
INSTRUCTIONS
1. Frame wall openings as shown.
2. Double vertical sluds are not required lor
openings 36"w x 361| (914 x 914) or smafler.
3. Full length studs are not required next to lhe
damp€r if the spacing tom the damper to the
tull lenglh slud does not exceed lhe maxi-
mum stud spacing. The opening may be
tramed with studs that are aflached to full
length studs (see tigure 2).
4. All construclion and lasteners must meet the
requiremanls of the appropriale wall design
and/or local codes.
5. Consult lhe authority having iurisdiction for
other accaptable ftaming mehods.
O.C. Maa
Flgure I
Flguru 2
lr.td Stud comtruotbn
h.dd.!d cqrtreL(\
a4aad rd trrtgr iaa(,rd !. cot-.t 116 itt.5
otal Stud
F amlng Shown
Wood..| a|ud Cao.trucdoo
MAXIMUM UL CLASSTFIED SIZE
(Vertical Instattationl
FSD3608
MAXIM UM UL CLASSTFIED SIZE
(Horizontal Installation)
FSD360B
unless overall heighl is less than 91" (2311) and widlh is less
lhan 32' (813).
3. Horizontal damp€rs over 3 seclions wide and 1 section hi{lh
requiJe a 14 gag€ roinforcing plate.
S.e llol.r 1,2,
Notss:
1-All multiple seclion dampers ar€ constructsd of equat single
section sizes no greater than the maximum single section
sizes indicated above.
2. Two secti{rn high damp€rs rsquir€ a i4 gaga reintorcing plate
S.c Not a 1,3
TO\^/N OF VAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970479-2138
Plumbing-> $12,3?5.00 RestuarantPlanReview-->
Plan Check--> 53 , 093 .7s DRB Fee--------->
osptNarNr oF coMMrrNrrv oevsropttvr
90.00 Total Calculated Fees--> S15,471.75
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
PLLIMBING PERMIT Permit #: P02-0023
Job Address: 715 W LIONSHEAD CR VAIL Status . . . : ISSUED
Location.....: PHASE II REMODEL AND RENOVATION Applied . . : 04/72/2002
Parcel No...: 210107207001 Issued . . : 04/19/2002
ProjectNo: ?tCfOr'- 0tL?7 Expires. .: 70/1'6/2002
omIER HMC ACQUISITION PROPERTTES LO4/!2/2OO2 Phone:
c/o ruennrorr TNTERNATToNAT-,
ONE MARRIOTT DR DEPT 938.01
wAsltrNGToN Dc 200s8
License:
CONrRACTOR COMMERCIAI-, DESIGN ENGINEERIN}4/1-2/2oO2 Phone: 97o-245-0595
P.O. BOX 2418
cRjAND 'IUNCTION, CO
81502
IJicense z 228-P
APPI-,ICANT COMMERCIAI, DESIGN ENGINEERINO /L2/2OO2 PhONE: 970-245-0595
P.O. BOX 2418
GRAND
'TUNCTION,
CO
81502
License : 228-P
Desciption: REMODEL OF EXISTING BATHROOIvIS
Valuation: $825,000.00
Firer:1ace Information: Restricted: ??# of Gas Appliances: ?? # of Gas togs: ?? # of
Wood Pallel *H*** FEE SUMMARY
SO. oo Additional Fees------>$0.00
Investigation->
Will Call-->$3.00
BALANCE DUE---->s0.00
Item: 05100 BUILDING DEPARTMENIT
o4/t8/2oo2 cDAvrs Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond : 1-2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an
accurate plot plart and state that all the information as required is correct. I agree to comply with the information and
90.00 TOTAL FEES----------> $1s,4?1.?5 Total Permit Fee------> S15,471.7s
Paymentsr---------> $15,471.75
plotpla+ to complywith"n fo*noraioR", and state lawg andtobuild tlrt""uu?ure accordingtothe townszoning
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Townapplicable
thereto.
REQIJESIS FOR INSPECTION SHALL BE MADE TWENTY.FOT]R
PM.
OR ATOT'ROFFTCE FROM &OO AM.5
01/LT/02 TIIU 14: 30 FAX S702451016 coElerclal Deslrm Ea oog
MVNOP
75 S. Frontage Rd.
Vail, Colorado 81657
COMPLETE VALUA FOR PtUuBIt{G PERIIiIT (fabor & llabrbls)
625, ooo
**r*******t****i***tt**.*****t*******t*.FOR OFFICE USE ONLY***t****'*l*t**l*t**t:"t't'*t*ttr'**'
O{'rdr F€€3:omniii*rredl
DRB Feesr Geotcd lu:
Planner Slqn-off:
ROUTEDTO:
DATE ROUTED:
DATE DUE:
ConE ct AffiG or YEit #
ParCel # (Required if no bldg. permit * is ptoli{ed abore) 2,o t oZl aZ OO I
Job NameI VAIL MARRI0TT REUODEI,JobAddress: 715 11. LI9NSEEAD cI&cIJ
Legal Desoipuon I toc I ruac I nrng:Subdlvislon:
owners Name: Eosr ltARRrorr
Detailed description of work: REUoDEL 0F ExrsrrNc BAtHnooMs
WorkClass: "Nerry() Addition( ) AlteoUon( ) Repair( ) Qtnerk) qqopll
Typeof Bldg.: gngle-hmily( ) Duplex( ) Mulfl-famity( ) commercjal (R R€sbucnt( ) otfler( )
No. of Existing Dwelling Units in this building: L25 No. of Accornmodation UniE in tfib buildlng: 125
-iiii
repiace b an EPA Phase ll device? Y6 ( ) , No ( ) p/P'
F/a€ryone/tonndplrnbperm
G ooro1/L!/02 TIIU 14:29 FAI 9702451015 conlerclal Deslttr
o
TO:
ATTENTION:
CHARLIEDAVIS
AT:
TOWNOFVAIL
DATE&TIME: I # PAGES:
Mn1ft2,3:13 PM | 3
FAXNUMBER:
q70479-2452
AT:
COMMERCIAL DFSIGN ENGINEERING
SENDER:
STEVE KING
ADDRESS:
l0O3 WNTERS AVE, GRAI'ID JI'INCTION, COLORADO 81501
VOICB PHONE:
(970) 245-0595
FAX PHONE:
(970)z4s-rors
MESSAGE:
RE: VAIL MARRIOTT RESORT REMODEL
7 I 5 WEST LIONSHEAD CIRCLE
JEFF WITH HYDER CONSTRUCTION DISCUSSED TI{E MISSING APPLICATIONS
pnOrr{ rgg SUBCONTRACTORS ON THIS PROJECT.
IT WAS OUR INTENT TO DROP OFF THESE APPLICATIONS A}'ID LEAVE OUR-eFIECK
FOR SaLan lr iOun besr YESTERDAY. DLJE To MINOR cONFUSION'
WE DID NOT ACCOMPLISH THIS.
PLEASE ACCEPT TIIESE FAX COPIES OF OUR RESPECTIVE APPLICATION
i'oRM$ rr oesinro ll.ID aousnn BY You, wE wILL MAIL Tlm
ORICINALS.
T}IANKS FOR YOIJR ASSISTANCE ANID A}IY CLARIFICATIONS WE TVIAY NEED TO
BEADVISEDABOUT.
CC: DoUG THOMPSON - HYDER CONSTRUCTION
CnEATED T{TrH v|NooVBR 3 r!
ApprrcATroN *f*ot BE AccEprED rr rn.orr.rrg f,it"*
Building Permit #: noc-nnrr
Plumbing Permit #:
97 O-47 9-2149 (Inspections)
MWT] OPVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR INFORMATION
Plumbing Contractor:
COMMERCIAL DESI
Contact and Phone #'s:
97o) 986-5215 Cell-
PLUMBING: $ 625,000
COMPLETE VALUATI FOR PTUMBING PERMIT (Labor & Materials)
Contad Assssrc Offrce at 970-328-864O or yisit #
Parcel # (Required if no bldg. permit # is provided above)
Job Name: VAIL MARRIOTT REMODEL JobAddress: 715 14. LIONSHEAD CIRCLE
Legal Description Lot:Block: ll Filingr Subdivision:
owners Name: Hosr MARRrorr llf$.9{."tsir1of99"E"u*fl0ffi }Bgtrot'fl rhone: (mD i!80:7125
Enqineer:- AI TTTNE
AddresslI02 DOUGLAS
OMAI{A. NE 58102
ON THE MALL Phone:( t!n,?\& Aqqnn al
Detaileddescriptionofwork: REMoDEL oF EXISTING BATHRooMS
WorkClass: New( ) Addibon( ) Altention( ) Repair( ) Other(x) REMoDEL
Typeof Bldg.: Single-family( ) Duplex ( ) MulH-fami! ( ) Commercial (X) Restaunnt ( ) Other( )
No. of Existing Dwelling Units in this building: LZ5 No. of Accommodation Units in this building: 125
Is this a conversion from a wood burning fireptace to an EPA Phase II device? Yes ( ) Xo ( ) N/r$
for Parcel
****** * ** ******* ** * *********** ** ** * ** **FOR OFFICE USE ONLY*************************************
Otlrer Fees:Date Received:
DRB Fees:Acceoted Bv:
Planner Sion-off:
F/everyoneformVplmbperm
o
/----\
A\1,\'r'v\I+V*J
N$li{lmy
HOW DID WE RATE WTTH YOU?
Town of Vail Survey
Community Development Department Russell Forresl, Direstor,
(970) 47s-213s
,.j. : .Crr'*[.l ttrat appties.
1. Which Departnent(s) did you conhct?
Building _ Environmenbl_ Housing_ Admin -_-__Planning DRB _ PEC
2. Was yourinitial conbctwith ourstafiinrmediate_ dow_or :
no one available ?
3. lf you were required to wait, horv long was it before you were
helped?
4. Was your project reviewed on a limely basis? Yes / No
lf no, why not?
5. Was tttis your first time to fle a DRB app- PEC app-
Bldg Permit_ IVA
6. Please rate fie performance of the stafiperson who assisted you:
54321Name:
(knorledge; responsiveness, avallabillty)
7. Overall efiectiveness of fte Front Service Counter. 5 4 3 2 1
8. What is tfre best time of dayfor you to use ttre Front Service
Countef
A
Thank you br taking the time to compiete this survey. We are *.
commited b irnproving our service.
TOWN OFVAIL
75 S.FRONTAGEROAD
VAIL. CO 8r657
970-479-2t38
DEPARTMENT oF coMMLJMrl -rrontr*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG. Permit #: D00-0038
Job Address: 715 W LIONSHEAD CR VAIL Status . . ' : ISSUED
[ocation.......: PHASE III - MARRIOT HOTEL Applied . . : I l/30/2000
Parcel No.--.: 2lolo720700l Issued " ' : l2/o7l2ooo
ProjectNo. : QglOo 'o3io Expires ' ' ': 0610512001
OI{NER HMC ACQUISITION PROPERTIES rLL/30/2000 Phone:
C/O MARRIOTT INTERNATIONAI,
ONE MARRIOTT DR DEPT 938.01
WASHINGTON DC 20058
License:
CONTRACTOR BELFOR-RMCAT 7L/3O/2000 Plrone:
5762 LAMAR STREET
ARVADjA, CO
P.O. BOX 1532-VArL, CO 80002
License: 405-B
APPLICAIIT STIIi'ACK DBA BELFOR-RIt{CAT DBA11/30/2000 Phoner 970-949-9490
5762 I,AII{AR STREET
ARVADjA, CO
P.O. BOX 1532-VArr,, CO
Pc,4242,916 Ctrambers Rd.Ste B,Eagle 81531 80002
Iricerrse:
Desciption:
DEMO FORNON STRUCTURAL MATERIALS AND TO CUT ACCESS ROAD
FORVEHICLES AND MATERI,ALS
Occupancy: Rl,A3,M
Type Construction:
Type Occupancy: ??
Valuation: $400,000.00 Add Sq Ft: 0
Fireplace Informrfion: Rostricted: f ofGas Appliances: 0 # ofGas l,ogs: 0 #of WoodPellet 0
'l:|il*tll:|lttllalaatllla:a'l**af lala,la*
Building-> g1,94o.oo Restuararrt Plan Rcview-> 5o.oo Tolal Calqrlatcd Fecs-> 52'643.00
plan C.hed<-> So,oo DRB Fee-> 92oo.0o Addilional Fees-> S20.00
Inv€stigation-> So. oo Rccreation Fee--> $o . oo Total Permit Fee > 92.553 ' 00
Will Csll-> 93 .00 Clean-up Deposit--> S5oo . oo Payments-> 92. 653 ' oo
TOTALFEES-> 92,643. oo BALAIICE DLIE-> S0.00
ttattttl,*taaa'aa'tatl+a'tt*rrrrtrtrr||t
Approvals:If6n: 05100 BUIIJDING DEPARTMENT
Lt/30/2000 KIIARREN Actsionr NO ROUTED TO GA'RY,
I,EONARD, MIKE VAUGHATI
12105/2000 GRG Action: AP OK to issue if
Planning requirementss met & Planning sigrnE off.
Item: 05400 PI-,AI{INING DEPARTM
L2/07 /2000 K!{ARREII
1-2/0s/2000 Ls
PI,AN SI]BMITTED AND
RON, AL,SO WIIJIT PIII
Action: AP AIiIN RECID
Action: AP
AcCiON: COND APPROVED PMiIDING
o
CIIECK
FOR TJAI|DSCAPING BOIID L2/6/O0
Item: 05600 FIRE DEPARTMEIf,I
L2|OL/?0OO nvaughan
ltem: 05500 PIIBLIC WORKS
L2/OT/20OO KleARREir
RECEIPT OF FLAGGING PIJAT{
Action: AP TRAFFIC COIffROL
REVIEI{ED. HAVE DISCUSSED ISSITED WITH
IteM I O5?OO EIIVIRONMBITAI,
Item: 05900 I-,IQUOR
IlgTO SYSTEM I]IIDER COIIDITIONS.
HEAI-,TII
attt:tlaaaallalaa:F
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 frrll the information required, completed an accurate plot pla& 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 rwiew approvd
Uniform Building Code and other ordinances of the Town applicable thereto.
REQIIESTS FOR INSPECTTON SHALL BE MADE TWENTY.FOI.'R HOURS IN ADVANCE
Send Clean-up Dcposit To: BELFOR
138 OR AT Ot R OFFICE FROM 8:00 AM - 5 PM.
OWNER OR CONTRACTOR FOR HIMSELF AND OWNE
PHOa
PAGE2
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CONDITIONS OF APPROVAL
Permit #: D00-0038 as of 12-07-2000 Status: ISSUED
*'f i *+**'t** * ** ***'t!t* * * * ** * * '* ** ** ** ** * * +* * *'*'t* * * 'i +++ +* * * * * * * * * ** {.** * * * +* * * * * * * * * * *'i'*'t* * {t 't * +** *t 't * 'tti {t * ** t*'t
Permit Type: DEMO. OF PART/ALL BLDG. Applied: ll/3012000
Applicant: STIMACK DBA BELFOR-RMCAT DBA BELFOR Issued: 12/0712000
970-949-9490 ToExpire: 0610512001
JobAddress: 715 WLIONSHEAD CRVAIL
Location: PHASE III - MARRIOT HOTEL
ParcelNo: 210107207001
Description:
DEMO FORNON STRUCTURAL MATERTALS AND TO CUT ACCESS ROAD
FOR VEHICLES AND MATERTALS
Conditions:
Cond: I
FIRE DEPARTMENTAPPROVAL IS REQUIREDBEFOREANYWORK CAN BE
STARTED.
Entry 12105/2000 By: LS Action: AP NO
STAGING OF EQUIPMENT ORMATERTALS ON TOWN OFVAIL
RIGHT OFWAYORSTREETS.
FLAGGERS ARE REQUIRED TOWEAR ORANGEVESTAND HAVE
STOP/GO PADDLES.
NO TOV BUSES WILL BE DELAYED MORE THAN 5 MIN.
W. LIONSHEAD CR. AND S. FRONTAGE RD ARE TO BE CLEANED
AND MAINTAINED ON A DAILY BASES.Cond: 12
FIELD INSPECTIONS ARE REQURED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0004504
CONSTRUCTION FENCE MUST BE GRXEN.
Cond: CON0004505
STAGING WILL CHANGE IF DEMO STARTS ON THE FRONT OF THE
BUILDING. CONTACT LEONARD IF THIS OCCI.JRS. 479.2198
Cond: CON0004506
NO STAGING OF EQT'IPMENT OR MATERIALS ON TOWN OF VAIL RIGHT
OF WAY INCLI.]DING STREETS,
FLAGGERS ARE TO HAVE ORANGE VEST AND STOP/GO PADDLES DURING
TRAFFIC CONTROL OPERATIONS.
NO TOV BUSES ALLOWED TO BE DELAYED LONGER THAN 3 MIN.
W. LIONSHEAD CR. AND S, FRONTAGE RD MUST BE CLEANED AND
MAINTAINED ON DAILY BASES.
*'}*'i'l:t'l''|l+
Stetemenl
*+ * + *rli t+:lr+****+ t*a'it * *'arr *rt** 'ir|'t"i*'* ** | t**d.** i +*t'i*'t' *i* i*!t***'t* 't*t*'t***t't*+**i't*'|**lt*+*a{':lt'l*
Anburrt: $2,653.00 L2/OL/200oo2:52 PMStatement Number:
Palment. llethod:
R000000258
Check
Notation:
Init; KT
*2384lstin|ack Conecmclion fot Belfor
Permit Nor
Parcel No:
Site AddreBs :
IJocation:
Ttris Payment :
D00 - 003I
210107207001
715 II IJIONSHEAD ER \TAII.I
PHASB III - TARRIOT llOTEIr
CLIANUP DEPOSITS
BUILDING PERMIT FEES
DESIGN REVIEW FEES
lt|lILL CALL INSPECTIO'I FEE
Type : DBUO. OF PART,/ALL BITDG.
$2. 663 .00
*'|** *'itt+++tt*{':t*tli!i*tt+tr}+*++'i***'t*t'{r'i f t tt+'tri't***t'}+++titf ++'i*f *f tta*'l* '}+t+{'l'l**+tltt* a+i*
ACCOI.JNT ITEMLIST:
Account Code Descri oti on
Total Fees:
Total ALL PTntB 3
Balance r
Current Pmts
500 .00
1 .940 . 00
220.00
3.00
92,663 .00
s2,663.00
$o. oo
AD D2^DEPO8
BP 00100003111100
0R 00100003112200r{ 00100003112800
ApplrcArroNl-. no, BE AccEprED r*n.o,,o.rrfh #ig{&:ro,3o_
fui|ding+crmit*r
ffdi'6'1s'S'6tffib Bg
T0/trtl0Pvtn
75 S. Frontase Rd.
Vail, ColoraZo 81657
Separate Permits are required for electrical" plumbing, mechanical. etc.!
Contact Assessrc Office at 970-328-864O or visit for Parcel #
Parcef # ZtOt- OnL - 01. aol
'ifH:;,- t/A,/ M,., rr rrr Arr P ^='-.
Job Address: Co 2/G6]?if r,\. l-r.--,.r.<ttPAn Or-'nlr- l4l*.';rn
Legal Description Lot:Block:Filing:Subdivision:
owners *u
"t /lro,n+Ahl&et :w'uthste / ocnl fi,,/tL(,enone: e70 _l7q _bqbA
A'=h*"dffi, z*'r,P3!'. # wo, "/,a
Address: Sq*c a, /r?,r.-Phone:
,n9rn*r, rl r, /("rr f1,iZ iiro Address:rgg1 S /o-lv-.r/ *./=?ffPhone: %t -Z4l-.Vy7a
Detailed descriotion 6f work:-gU'(ee-+,oe_ ?. r.a,,J,,-.q, A vrT4r?v D+\-\).(skqnral #aoue -tJ ferndii-d),nira .t"lv i)/V'i,y /4a/-/F/nnat urf#iazs
Work Class: New ( )Addition ( )Remodel ( )Repair ( )oemo 1$ other ( )" t
Work Type: Interior (p Exterior ( f, Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Typeof Bldg.; Single-family( ) Two-family( ) Multi-family( ) Commercial $Q Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: 0 No. of Accommodation Units in this buildine: 12 g
Noffypeof FireplacesExistinq: GasAooliances( ) GasLoqs( ) Wood/Pellet( ) WoodBurninq( )
No/Type ot Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
DoesaFireAlarmExist: Yes('.J No( ) , ll OoesaFireSprinklerSystemExist: Yes(\./' No( )
)+ f 'az (,.o.,<?nt.-'tc ,,1 (2,^ /- 2 .- tr
ll /iol
coMfr-Ef; T^rrffi#6;;i il1rur.otNc pERMrr (Labor a uateriar5
BUILDING: $ELECTRICAL: $"vrfidi,';'
i-t il ilft t E t^o, u,
PLUMBING: $MECHANICAL: $rorAL: S €T ( 1at, o^t
REFUNDCLEANUPDEPOSITTO: $A-COA CDBN)ST\mtrr. c-orffT?rlrTlr,r.t \.--
3.8&\Ajj: nd 'srnL\Zlr
EAQE. co. 8lLo3l 'AZA,L CONTRACTOR IN FORMATION
General Contractor:
m;;;'['/"n, rn,/-' l,+.Town of Vail Reg. No.:
tlof->
Contact and phone #'s: of":* f ru g/Z
flq,{ 2+.'n7 . ')4
Contractor Signature: -il 2.4_\7:;-i,r,; i-1".[ p*;ffi
ry?o279t
3 ,sq
* 116* r. * * * * * * * * * * * * * * * FoR OFFICE USE oN LY* *. - 3Y. ; f,* ;ffi * * * * ** * * * * r. * * * *
W N0V 3 0 r0rlL)
TOV-COM.OEV.
** ********r.*Ts1
Questions? Callthe Building Team at 479-2325
IOI,|1N
Department of Community Development
Project Name;qrftD
'al /o,^l - fr,.Tz-.lt",J Dt,-to,
Project Address:, "r/",la
/ This Chrcklist must be ompleted before a Building Permit aoolication is
acceoted.
y' Rtt pages of application is complete
{ nsbestos test and results submitted if demolition is occurring - ,tf , Architect stamp and signature (All Commercial and Multi tamtly) ot f:zzQ
{ funfloor plans including building sections and elevations(4 sets of plans for Multi-Family and
o/.
nln.
/Y/-
tJ/ Has DRB approval obtained (if required) Provide a copy of approval form
d - Condominium Association letter of approval attached if project is a Multi-Family complex
/ Compfete site plan submitted - an F, /c
d, Public Way Permit application included if applicable (refer to Public Works checklist)// Staging plan included (refer to Public Works checklist) No dumpster.parkino or materiat storaoe
allowed on roadwavs and shoulderc witrout written approval
Commercial)
'* window and door schedule -- f t^^/
f Full structural plans, including design criteria (ie.loads) p,: f.'a' n "/)
6 Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ,a 4 ',-(--
# Soits Report must be submitted prior to footing inspection r -/ (-{a,tt/* Fire resistive assemblies specified and penetralions indicated e,> 1 ..-{,^
* Smoke detectors shown on olans op l-4 ^ ,,F Smoke detectors shown on pt"n ,, N)EF Smoke detectors shown on plans o,t" l^zb f . /g Types and quantity of fireplaces shown 0/ 't *'L
Applicanfs Signature:
Date of submittal:
F : /everyone/forms/bldperm2
Received By:
lLZtoo
mru0F
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 Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permiG will have to follow the above
mentioned maximum requirements. Residential and small projectrs 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.
Date:il-n"w
F : everyone/formtbldperm3
TVWNOF
WHEN A'PUBLTC WAY PERMTT" IS REQUTRED
OF THE FOLLOWING QUEfiONS REGARDING THE NEED FOR A
YES No/
v
PLEASE READ AND CHECK OFF EACH
"PUBUC WAY PERMIT'':
o Is this a new residence?
reo ,/eQule+a+ufcror Ine Krgnt-ol-vvdy, 9Psetnen6 or , . , Iv \-\o-9 5T46,12 o-.1 €e!,(Mrlf *,tl
fu'"Pfi's' it
Is a different access needed to the site other than the existing driveway? YES--i4- NO-
Isay drainage :.rf*done that affects the Right-of-Way, easements, orlublicproperty?
Is a "Revocable Right-of-Way Permit" required? YES- NO \/
Is the Right-of-Way, giements or public property to be used for staging, parking or fencing?
YES NO Y
If answer is NO, is 4parking, staging or fencing plan required by Public Works?
YES NO V
If you anslvered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2L98.
Company Name
Dt-o
pubrlcpropertyt YEs__Y_qy+ 9f4a,,t2 4.( €Q!,(Mr*T *,,,t I
Is any utitity work needed? yEs- ;-{ Ft '>'J s t/' - s< c- AH4c had
/ snliY ulSc o ( 7u gtrc F(r's)
Is the driveway being repaved? YES- NO / tu,ll B. fre Fa" l'"t2 Aa" Y
91 A
Job or Project Name:
Date Signed:
7t,Al
F :/weryone/forms/ bl dperm4
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Building Permit Application.
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verifi7 (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew, The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permif'.
) NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
/ l-.27-=>o.
Date Signed
I have read and
F:/everyone/forms/bldperm5
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Depaftment for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certiflcate of Occupancy issuance.
Agreed to by: ,{ f/,\r,
Project Name:
Date Signed:
F:/everyone/forms/bldperm6
6p &tftr. h",l Dtnl'
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSTTS ON PUBLIC WAYS PROHIBITED
Y Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rock, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
il Notice; Abatement: The Director of Public Works may notifo and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rock, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
d Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or c.ruses another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
V Notice and Penaltyl It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-l AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUTIDMENT AUTHORIZED
Sf No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord, 2(1968) 5 1)
r Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Stafutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause I to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($i0) impoundment charge. (Ord. 2(1968) $ 3: Ord. 28(1981) g 1)
Position or Relationship to Project:
Date Signed: / [' t' 1- "O
F:/everyone /forms,tr ldperm 7
9ezrtcz.S
BETFoR fol
FIRE PREVENTION AND PROTECTION
Site Specific: Vail Marriott Mountain Resort
l li30l00
The Superintendent and all Subconfiactors shall carry out provisions for fire prevention
and protection set forth hereafter:
a. Housekeeping: Good Housekeeping with provisions for prompt removal and
disposal of accumulations of combustible scrap and debris, shall be
maintained in all areas of Phase III at all times. Self-closing metal containers
shall be used for disposal of waste saturated with flammable liquids.
b. Codes and Regulations: Comply with the requirements published in the
current revisions of the National electrical Code, National Electrical Safety
Code, and the National Fire Protection association standards
c. Smoking: Smoking will not be allowed anywhere on the Marriott grounds.
Other sources of ignition shall not be permitted in areas where flammable or
explosive materials are stored or are present. All such areas shall be
conspicuously posted: NO SMOKING OR OPEN FLAMES.
d. Fires: Fires and open flame devices shall not be left unattended unless
protected with automatic temperature control and cutoff devices.
e. Hotwork: Hotwork that can or may produce sparks or flame shall only be
performed with a fire extinguisher within 30 feet.
f. Cleaning and degreasing: Gasoline and liquids with a flash point below 100
degrees Fahrenheit shall not be used for cleaning an degreasing.
g. Building exits: All buildings and facilities in which employees are required to
work shall have at least two well-marked and lighted exits. The two exits
shall be arranged to minimize the possibility of both exits being rendered
inaccessible by one fire or emergency condition.
h. Fire Extinguishers: Distinctly marked fire extinguishers rated 2A40B:C or
greater shall be suitably as follows:
a. One for each 3,000 square feet of building area or major fraction thereof.
Travel distance from any point ofprotected area to nearest extinguisher
shall not exceed 100 feet.
b. One or more on each floor of buildings with at least one located adjacent
to each stairway.
c. At least one located outside but not more than 10 feet from the door
opening to any room used for storage ofmore than 60 gallons of
flammable or combustible liquids
d. At least one located not less than 25 feet, nor more than7i feet from any
outside flammable or combustible liquid storage area.
e. At least one within 50 feet of wherever more than 5 gallons of flammable
mr,celvg.n
or combustible liquids or 5 pounds of flammable gas is b_ei
1r.,, 0 i 7ltl0
Locedon U Proposal
WcctEnd
Bceriorf,loor Ieawas cgess
Stair Access
Lckfrrom outsidc to
prcved public stairwell
aoocs{I. kavc egress aooess.
hoject Supcrintenfutt and
FacilitY F-ngrncs bave kcYs
to Eccgss.
BsllRoomExit kaw as egress Constrrrct tcmporary wdt to
tbc €ast ofthe egress Point
to prsv€,utoocupoffiftom
traveling into co'nstuction
area Exitwillbsto &s
wcstdoor.
Eest End
BceriorDoor Leave as egress No enfance from outsid€,
oanic hrdwale on imcriqq.
East Doon fronnBallrcom Sccure Elevator scccss. Br4 leads
to b6ch
hallwav/cons8uction arca
Stair well acccss Socurc to prF\E[t scc€ss to
stairs. Ieorre peoio
hardware on stairilcll side.
FlrstFhor Slidlng
chEs doorc
Caution tapc or plywood.Constrrrtiononly zone.
S@nd f,loornearSqlcr
Oftcc.
Secur€ Door.Notmarkcdas anexit
Second floor cast end
adjoining ottterwiog.
S€cure wi& IiD approval.Occupied si& is marked as
aaorit,but is cunendy
locked by lfaniott
oersomel.
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The ball shall be attached to the loadline with a swivel connection to prevent twisting of
the loadlinc and shall bc attached by positivc means 30 that the weight csnnot
accidentally disconnest.
when pulling over walls or portions of walls, all steel members atrect€d shall have been
cut frec.
All roof comices or other ornamental stonework shall be removed prior to pulling walls
ovcr,
DEflNTTTONS
Floor arch: the masonry arch shaped filling between steel floor beams or girdcrs, whatevcr the
type offlooring system.
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il. o*0,* f Or^b e*^ w,t\ B- Sct ,l f^,1 (zl ur,.4r oA trr -Nl'"^.
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DEMOLITION SAFETY
lll27l00
1.0 GENERAL
1.1 Surueys.
a. Prior to initiating demolition activities the following surveys shall be accomplished:
i. an engineering survey - by a competent person - of the structure to determine the
stnrcture layout, the condition ofthe framing floorq walls, the possibility of
unplanned iollapse of any portion ofthe structure (any adjacent structure where
employees or pioperty may be exposed shall be similarly checked), and the
existence ofother potential or real demolition hazards;
ii. an asbestos survey, in accordance with 29 CFR 1926.1l0l. and a lead zurvey in
acsordance with EPA and State requirements. shall be conducted by ScaLfled
pefer4s (meeting the EPA model accreditation plan training requirements for the
i'Inspector" category as specified in 40 CFRPart 763 for asbestos and 40 CFR for
!d) to determine the presence and extent of asbestos containing materials in the
structure and its components; and
b. The Project Superintendent shall be provided written evidence that the required surveys
have been performed.
c. All employees engaged in demolition activities shall be instructed in demolition safety so
that they may conduct their work activities in a safe marmer.
L.2 Utilities.
All etectrig gas, water, steam, sewer, and other service lines shall be shut ofi, capped, or
otherwise controlled outside the building line before dernolition is started.
a. In each case, any utility company which is involved shall be notified in advance.
b. The Project Superintendent shall obtain engineering drawings (e-S,-sie-d!4s,!g!i!y
plans) which indicates the location of all service lines and the means for their control.
c. If it is necessary to rnaintain aoy power, water or other utilities during demolition, such
lines shall be temporarily relocated and protected.
d. Ifthe project includes the abandonment or demolition of existing gas lincs, ensure thst
the existing lines are accurately located and that procedures and installations are
accomplished in accordance with the American Gas Association's "Guide for the Gas
Transmission and Distribution (GTPC)."
1.3 HazardousMaterials.
a. It shall be determined if any hazardous building materials, hazardous chemicals, gases,
explosives, flammable materials, or dangerous substances have been used in any building
constructio4 pipes, tanks, or other equipment on the property.
b. When such hazards are identified, testing shall be conducted to determine the type and
concentration ofthe hazardous substance and test results provided to the Project
Superintendent and Director ofHealth and Safety. Such hazards shall be controlled or
eliminated before demolition is started.
1.4 Wall and tr'loor Shoring and Bracing.
When employees work within a structure to be demolished which has been damaged by fire,
flood, explosion, or other causg the walls or floor shall be shored or braced as necessary.
1.5 Work Progression.
a. Except for cutting holes in floors for chutes, holes through which to drop materials,
preparation of storage space, and similar preparatory work, the demolition of floors and
exterior walls shall begin at the top of the structure and proceed downward.
b. Each story of orterior wall and floor construction shall be removed and dropped into the
storage space before commencing the removal of exterior walls and floors in tlre next
story below.
1.6 Gless Eazards.
Hazards to anyone from the fragrnentation ofglass shall be controlled'
1.7 Floor Loading.
Mechanical equipment shall not be used on floors or working surfaces unless such floors or
surfaces are of sufficient strength to support the imposed load.
1.8 ProtectionofEntrrnccs.
Employee entrances to multistory structures being demolished shall be protected by sidewalk
sheds, canopies, or both.
a. Protection shall be provided fiom the face of the building for a minimum of 2.4 m (8 ft).
b. Atl such canopies shall be at least 0.6 m (2 ft) wider than the building entrances or
opanings (0.3 m (l ft) wider on each side), and shalt be capable of sustaining a load of
1035 kPa (1s0 psi).
1.9 Structure Acccss.
Only those stairways, passageways, and ladders designated as means of access to the structure
shall be used.
a. The designated means of access shall be indicated on the demolition plan: other access
ways shall be indicated as not safe for access and closed at all times.
b. The stairwell shall be covered at a point no less than two floors below the floor on which
work is being performed.
c. Access to a floor where work is in progress shall be through a separate lighted, protected
passageway.
f.l0 Inspections.
During demolition, continuing inspections by a competent person shalt detect hazards resulting
from weakened or deterioratJd floots, walls, or looiened material: no employee shall be
permitted to work where such hazards exist until they are corrected by shoring, bracing or other
means.
2.O DEBRIS REMOVAL
2.1 Chute Openings.
Any chute opening into which debris is dumped shall be protected by a guardrail I m (a2 in)
above the floor oiother surface on which personnel stand to dump the material; any space
between the chute and the edge ofopenings in the floors through which it passes shall be
covered.
2.2 Floor Openings.
When debris is dropped through openings in the floors without chutes, the openings and the area
onto which the material is dropped shaliUe enclosed with banicades not less than I m (42in)
high and not less than 1.8 m (6 ft) back from the projected edge ofthe opening above.
a. Signs warning ofthe hazard of falling materials shall be posted at each side of the debris
opening at each floor.
b. Debris removal shall not be permitted in lower areas until debris handling ceases on the
floors above.
2.3 Debris Chutes.
AII material chutes, or sections thereof, at an angle ofmore than 45o from the horizontal shall be
enclosed, exc€pt for openings equipped with closures at or about floor level for the insertion of
materials.
a. The openings shall not exceed 1.2 m (48 in) in height measured along the wall of the
chute.
b. Such openings, when not in usg shall be kept closed at all floors below the top floor.
c. A substantial gate shall be installed in each chute at or nearthe discharge end: a
competent employee shall be assigned to control operation ofthe gate and the backing
and loading of trucks.
d. When operations are not in progress, the area sunounding the discharge end of a chute
shall be closed.
e. Where material is dumped fiom mechanical equipment or wheelbarrows, a toeboard or
bumper, not less than l0 cm (4 in) thick and 15 cm (6 in) high, shall be attached at each
chute opening.
s.
h.
Chutes shall be designed and constructed of such strength as to eliminate failure due to
impact of materials or debris loaded therein.
The storage of waste and debris on any floor shall not exceed the allowable floor loads.
Storage space into which material is dumped shall be blocked ofi except for openings for
the removal of materials; such openings shall be kept closed when material is not being
removed.
Floor opanings shall have curbs or stopJogs to prevent equipment from running over the
edge.
Any opening cut in a floor for the disposal of materials shall be not longer in size than
25;/o;fthe;gIlegate ofthe total floor areq unless the lateral supports ofthe removed
flooring temain in place; floors weakened or otherwise made unsafe by demolition shall
be shored to carry safely the intended imposed load for demolition.
WALL REMOVAL
Masonry walls, or sections of masonry, shall not be permitted to fall upon the floors of
the building in such masses as to exceed the safe carrying capacities ofthe floors.
No wall section which is more than ten feet in height shall be permitted to stand without
lateral bracing, unless such wall was designed and constructed to stand without such
lateral support and is in a condition safe enough to be self-supporting. No wall section
shall be left standinc without lateral bracing any longer than necessary for removal of
adjacent debris interferine with demolition of the wall. Exception to this requireqtqnt will
beallowed for such wall sections which at'e designed and constructed to stand without
lateral zuooort.
Employees shall not be permitted to work on the top of a wall when weather constitutes a
hazxd.
Structural or load-supporting members on any floor shall not be cut or removed until all
stories above such a floor have been demolished and removed: this shall not prohibit the
cutting of floor beams for the disposal of materials or for the installation of equipment,
providing the requirements of 23.8.09 and 23.D. are met.
Floor openings within 3 m (10 ft) of any wall being demolished shall be planked solid,
except when employees are kept out of the area below.
In buildings of skeleton-steel constructior\ the steel framing may be left in place during
the demolition of masonry. Where this is done, all steel beams, girders, and strustural
supports shall be cleared of all loose material as the masonry demolition progress€s
downward.
Walls which serve as retaining walls to support earth or adjoining structures shall not be
demolished until such earth has been braced or adjoining stnrcfirres have been
underpinned. See 1.5 above.
Walls shall not be used to retain debris unless capable of safely supporting the imposed
load.
L
J.
3.0
b.
4.0 FLOOR REMOVAL
a. Openings cut in a floor shall extend the full span of the arch between supports.
b. Before demolishing any floor arch, debris and other material shall be removed ffom such
arch and other adjacent floor area.
i. Planks not less than 5 cm x 25 cm (2 in x l0 in) in cross section, full sized
undressed, shall be provided for and shall be used by employees to stand on
while breaking down floor arches between beams.
ii. Such planks shall be so located as to provide a safe support for personnel
should the arch between the beams collapse.
iii. Straddle space between planks shall not exoeed 40 cm (16 in).
c. Safe wallovays, not less than 45 cm (18 in) wide, formed ofwood planks not less than 5
cm (2 in) thick or ofequivalent strengtlr" shall be provided and used by personnel when
necessary to enable them to reach any point without walking upon exposed beams.
d. Stringers of ample strength shall support the flooring planks: the ends of such stringers
shall be supported by floor beams or girders and not by floor arches alone.
e. Planks shall be laid together over solid bearings with the ends overlapping at least 0.3 m
(l ft).
f. When floor arches are being removed, employees shall not be allowed in the area directly
underneath; the area shall be banicaded to prevent access and signed to warn ofthe
hazard.
5.0 STEEL REMOVAL
a. When floor arches have been removed, planking shall be provided for the workers razing
the steel framing.
b. Steel construction shatl be dismantled column-by- column and tier-by-tier (columns may
be in two-story lengths).
c. Any structural member being dismembered shall not be overstressed.
6.0 MECHANICALDEMOLITION
a. No person shall be permitted in any area which can be affected by demolition when
balling or clamming is being performed: only those persons necessary for the operations
shall be permitted in this area at any other time.
b. The weight of the demolition ball shall not exceed 50% ofthe crane's rated load, based on
the length of the boom and the maximum angle of operation at which the demolition ball
will be used, or it shall not exceed 25o/o of the nominal breaking strength of the line by
which it is suspended, whichever is less.
c. The crane boom and load line shall be as short as possible.
the mj mueller co., inc.
2L Novenber 2OO0
Irlr. Michael iI. Mccee
Town of vait Flre Department
42 WeEt Meadow Drive
Vail , CoLorad,o 8L657
Subiect: Structural InEpection of Burned Building
lilarrLott Hotel Reaort, Phase III
Vail , colorado
Dear Mike:
At your requegt, thls office has conducted a viEual inspection of
€fre'iire dirnage'at-itre above referenced building. The pulPgse of
rii; fi;;;ti;i is- to determine the structural elenents that have
been damaged, and tL coordinate tenpora-rV- igplgvemente to maintain
IG; ;"36-ft'1n and around the darnlageO -truilding. The followlng
items are to be noted:
a) EXISTING coNDIMoNS
The exlsting bui-l-ding is a 5 and 6 story buildinq 7o'-x 190"
The bulldinl is ste6t frane supported on a Poured-in-place
concrete foindation. Floore are tlpically constructed watn
bar joist and a 3 L/ztt concrete tgFilqg' Rooms are located
on tlre 6outh or the norttr of the Uirlfaing' Haltways e+e1*
east-west tittt a stairtolter at each end' An elevator shaft
is located-lljicent to the eaEt stairs. construetion
docu:uents tnirn6a phase II) as prepareg -b!r RUOFF/WENTWORTH
ARCITITECTS, AIA dated 3-15-82 weie available for review.
b) PA1IH OF TIIE FIRE
lthefireappearatohaveoriginatedinttrevicini.tyof-!|efloors of n6ons 318 and 320, iear or on, tlre exterior of the
fuffaing. The fire ran irp the building in a v shaped
;#igd"tion burning 2x6 aetfing on- the decks, and woo9 on
tfre literior of the fiuilcling. The decks are prot-ected by a
Large rooe oveifrang with a flat soffit below. The fire burned
thr5ugh the roof s-offit and followed the bottom of the 3:12
iJ"i--pft"ft t" the upper deck. At the east side of the
Uuiiafng, the fire fol-llowed the 5th floor roof to the elevator
ana stii'r iower. While the fire progressed to the roof,
lo"titrg enbers were continuously falling and igrniting the
decks beneath the Point of origin.
cMl architectural and structural engineering o p.o. box 2747 vail, colorado 81658 47G2627 476-2637 lFAXl
Page 2Mr, Michael J. Mccee2l Novenber 2oOO
c) STRUCTT'RAL DAUAGE CAUSED BY THE FIRE
The flre consuned the exterl-or of the bullding above the 3rd
floor on the south eide of the building. lFhe roof was heated
to a point that deformed the 2 nain steel beams that run in
an east-weEt direction, and the bar joist of_ tlre roof above
RoomB 505 thru 524. The conbuEtible material beneath the
metal roofing Ls general.ly burnt away exposing the bottou face
of the metal roof. The 6th floor deck ls sLlghtly below the
upper portion of the roof over tlre 5th floor roornt. The small
oi?eet-, allowed the heat and flanes to dayLi-ght' wlthout
continuing to the 6th floor on the other Eide of the accees
deck. The 4th and 5th floor declcs, and some of the 3rd floor
decke on the south side of the bullding have had the 2x6 wood
decklng compJ.etely burnt off tbe steel . The supporting steel
neurberi of ine decfs, were exposed to high enough tenperatures
that some of the steel menbers are deforned. A hole waE cut
in ttre drywalL of the ceiling of Room.418 and found that the
Lnterlor lortion of tlre Eth floor was intact and Eound behind
the exteiior wall . The elevator ehaft rsas expoEed to high
temperaturee and may bave damaged the elevator cables in
addition to the surrounding walls and roof.
d) TEMPORARY LIFE SAFETY CONSTRUCTION
ThlE offlce does not know when ttre reconstruction of the
bullding will take place. In the interest of life safety
untll reoonstruction, the followlng iterns must be coupleted
in a tlnely nanner before the lower levels of the building can
be nade habitable, they are:
I) SUOKE AND WATER DAri[AGE-fhe proposed halritable Epaces
including all interior and exterior finishes danaged by
the fire, smoke, heat or water beneath the fire, rnuet be
cleaned or repl.aced to prefire conditions-
II) ExgERIoR OPENINGS-AII. damaged doors, wlndows and walls
must be covered with ply,rood or approved egual .
III) 5TH FI.,oOR RoOF-The existing metal roof hqt had the- supporting diaphragm, between the metal- roofing and ttre
Uai- joist, furnt away. The netal roofing is supported
only by the clips between the pieces of the uetal-
rooilng-. If this roof iE supposed to survive untiL
replacenent Ln the spring, the metal roofing nust be
replaced with a waterproofed plywood diaPhragn. fhe
defor:ned steel beang and bar Joist are capable of
supporting a naJority of the design loads. Snolt depths
in excesE of 3 feet must be removed.
Paqe 3
l.lr. l.fichael J. Iltccee
21 Novenber 2O0O
Iv) PERIuETER oF THE BuILDING-Large quantitles of fire
aeuiis, "" tft" ground and on portions o-f the structure'
muet be cleanedirp ancl properiy dispoeed' A1-1 Partially
Eecured items on tlre exteiior of the building must be
renoved or ProPerlY secured'
v) FIIrURE INsPEcTfoN-This office, oT th,e Town of Vail' must' inspect a"a aPprove the site, pli?T-to openLng -tft9 |9wer
Levels oi ine'sbutfr slde of tire luifaing, for habltation'
e) I'USURE CONSTRUCTION
A1lthedamagedstructuralelenentsthroughoutthebuilding
must be rep].iced. The serviceE of a llcensed structural
engfn""t nult be used to coordinate all repairs' This office
recommend" ttt"l-tne exterior deckE be reconstructed wittr non-
conbuEtible materials (see origlnal construction doqunenls).
Exterior f,inlshes shbuld be- made I'tith non-conbustible
rit"ii.rt (-tneJi use would have dranaticarr{. I"919:-d -!l:damage by tiris fire). The entire 5th floor on the soutn sade
of the building, an6 th" top of the stair and elevator shaft,
must be reconS€rusted. The 5th f100r acceas deck nust be
selectivel.ydemolishedtodeterminetheextentofreconstruction reguireO. A11 electrical , nechanical' fire'
pigrnuing ana--asloiiated sy'tems, in-tlre bul-lding are tg bg
inspect6a an6;6;;;;d by dthers. code upgrades as determined
ry tne rown or ll.air nuifding Department must be conpleted.
In conclusion, the [Te[porary Life safety Isguesft previously
mentLoned muat be conple€ed pilor to allowing habitation of the
rooms on the 2nd, grd ana eih tevels on the south slde of the
bullding. The itene defined l-n rrFuture constructlontr must be
c"npi"i6a prior to habitation of the rooms on the 4th and 5th
levlls on the Eouth side of the building. ThiE fire is a textbook
example of why non-conbustible nateriils should be used on the
exteiior of ndfti-Ievel conmercial constructlon. ff excessive or
unuEual moven"nt is aetected in the building during !h9 cleaning
and trlife safetyrr portions of the repair, the appropriate actlons
witl have to be-talen to maintain public safety'
Thls inepection and report have been.coupf."t99 in accordance with
generall! accepted engineering.practices in ttris area for use by
the client in deternining inneiiite repairs. for Public safety.- Th9
conclusions and reconrnen-dations sulrnitted in this rePort a-re based
"po;- iJvitr of the original constructlon docurnents and visual
iirspection of the darnage-ct building. It iE to be understood that
Page 4Mr. l{ichael J. IrlcGee21 Novenber 2O0O
onry a llnlted amount of structure iE visible in the completed.buirding. -rhls inspection and report do not warranty the blranceof the building against future lepairs for hidden- or inactivep€chanLgmg, or confornance with any past, preeent or future,bulldlng or zoning codes. The generlr -con€raltor iE responsi-bl6for_ the . mean-Er- methods, techniquee, seguences, proledures,
worlcmanshlp ana Job-slte eafety associatea with this prbJect. Ariconstructlon must aompLy with the building and zoning codes asadopted by the Town of VaiI.
If, you have any questions regardlng this inepection and report, orrequlre additional eervicee, please contact this office at theptrone nurber ehown on the cover sheet.
cc: !{r. Gary Goodell-TOV Buitding Official
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E-MAIL MArLBox@cRr
Gilbert F. McNeish
303-839-3722
George Ruther, AICP
Chief of Planning
Department of Community Development
Town of Vail
75 S. Frontage Road
Vail. Colorado 81657
Gnrr"rsH,rw & Hannrxc
A PROT'ESSIONAL CORPORATION
ATTORNEYS AT LA.w
SUITE 3800
WELLS FARCO CENTER
17OO LINCOLN STREET
DENVER, GOLORADO AO2O3-453A
TELEPITONE (3O3) 439-3AOO
TELECOPTER (303) 839-3838
April20, 2001
gmcneish@grimshawharring.com
www.grimshawharing.com
Via Facsimile 97 0-479-2452
Re:Vail Planning and Environmental Commission Meeting - Hearing Scheduled for
Aprll 23,2001 - Vail Spa Condominium Association Appeal - Marriott Hotel
Application /Exterior Alterations
Dear George:
I am writing on behalf of the Vail Spa Condominium Association regarding the above
captioned matter, specifically to confirm that Vail Spa formally withdraws its appeal regarding the
Maniott Hotel application for exterior alterations (Phase III) scheduled for hearing before the Vail
Planning and Environmental Commission on April. 23,2001. Please take the necessary steps to
remove this matter from the Commission's asenda. Thank vou.
Very truly yours,
GRIMSHAW & HARRING,
A Professional Corporation
Gilbert F. McNeish
Al and Lorna Hauser, Vail Spa Condominium Association (via fax)
Karen Ehrlich, Host Marriott (via fax)
Henry Pratt (via fax)
G:\ l3 l5 3\ l\Lrutherletter cancel meetign. wpd
IOI4i]VM
Design Review Board
ACTION FORM
Department of @mmunity Development
75 South Frontage Road, Vail, Colorado 81557
tel: 970.4A.2139 fax: 970.479.2452
web: www.ci.vail,co.us
Prcject l{ame: Maniot Hotel Phase III DRB ilumber: DR8010037
Project Description:
Exterior Modications to Phase III, Marriott Hotel
Pafticipantsr
OWNER HMC ACQUISnON PROPERTIES 10212612001 Phone:
C/O MARRIOTT INTERNATIONAL
ONE MARRIOTIDR DEPT938.01
WASHINGTON DC 20058
License:
APPUCANT HENRY PMTT 021261200t Phone: 475-1147
Gwathmey Pratt Schultz Architects
1000 S. Frontage Rd W,
Vail, CO 81657
License:
ProiectAddress: 715 W UONSHEAD CRVAIL Location:
legal Description: Lot: @.D Block: Subdivision: MORCUS SUB.
Parcel Number: 210107207001
Comments: seeconditions
BOARD/STAFF ACTIOT{
Motion By: Woldrich Action: APPROVED
Second By: Acevedo
Vote: 3-0 (Blumetti recused) Date of Apprcvaa. 041201200L
. Gonditions:
Gond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the Design Review Board.
EnVy: 0412012001 By: George Action: COND See the list of three
conditions linked to this activity number.
Planner: George Ruther DRB Fee Paid: $50.00
TOI4'Nffi
Design Review Board
ACTION FORM
Deparfnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tef : 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Marriot Hotel Phase III DRB l{umber: DRB010037
Prcject Description:
Exterior Modications to Phase III, Marriott Hotel
Pardcipants:
OWNER HMC ACQUISmON PROPERTIES 10212612001 Phone:
C/O MARRIOTT INTERNATIONAL
ONE MARRIOTT DR DEPT 938.01
WASHINGTON DC 20058
License:
APPUCANT HENRY PMTT 02l26l2OOL Phone;476-1147
Gwathmey Pratt Schultz Architects
1000 S. Frontage Rd W.
Vail, CO 81657
License:
ProjectAddress: 715 W UONSHEAD CR VAIL Location:
Legal Descriptionr Lot: C&D Block: Subdivision: MORCUS SUB,
Parcel Number: 210107207001
Comments: see conditions
BOARD/STAFF ACTION
Motion By: Woldrich Action: APPROVED
Second By: Acevedo
Vote: 3-0 (Blumetti recused) Date of APProvalz O4l2ol200t
Gonditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the Design Review Board.
Entry: 0417012001 By: George Action: COND See the list of three
conditions linked to this activity number.
Planner: George Ruther DRB Fee Paid: $5O.OO
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PLANNING AND ENVIRONMENTAL COM
PUBLIC MEETING RESULTS
Monday, April9,2001
PROJECT ORIENTATION / - Community Development Dept. PUBLIC WELCOME
o
MlsstoN
MEMBERS PRESENT
Galen Aasland
Chas Bemhardt
John Schofield
Brian Doyon
Doug Cahill (left at 3:30)
Dick Cleveland
Site Visits :
1. Ferry residence - 1001 Eagle's Nest Circle2. Mill Creek Court - 303 Gore Creek Drive3. Donovan Park - Intersection of Matterhom Circle and S. Frontage Road
George
NOTE: lf the PEC hearing extends until 6:00 p.m., the board may break for dinner from 6:00 - 6:30 p.m.
Public Hearinq - Town Council Chambers 2:00 pm
1. Swearing in of reappointed PEC members John Schofield, Doug Cahill and Chas Bemhardt
and appointed PEC member Dick Cleveland. - Lorelei Donaldson, Town Clerk.
2. Election ot 2Q01 Chair - Galen Aasland
Vice-Chair - Chas Bemhardt
Marriott Discussion:
George Ruther presented the situation of the Maniott's Design Review application and the
recent appeal by the Vail Spa. Typically, an appeal of an application stays all activity in
relation to the project, unless the staying of such application will presenl an imminent peril
to the property. As the Maniott was substantially damaged by the fire earlier this year, staff
has determined lhat a stay of the application would present an imminent peril to the property.
Staff is recommending that the PEC uphold the staff decision that the application not be stayed, in
accordance with the Town Gode. A letter has been submitted by the Vail Spa, stating that notice is
required for this type of action.
Tom Moorhead, Town Attomey, stated that notice is not required for this action. John Schofield
asked if the applicant had standing. Tom Moorhead stated thal whelher or not the applicant has
standing, the administrator has the abilig to make this finding. Galen Aasland asked about lhe
notice that has been given to the Vail Spa. Dick Cleveland asked about the definition of "imminent
peril." Tom Moorhead stated the applicant for the Marriott will speak to that. Henry Pratt presented
the existing conditions of the Maniott, including the status of steel beams which are supporting the
entire east half of the structure, which cannot be fixed without a building permit. John Schofield
l. t.
MEMBERS ABSENT
Diane Golden
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l2:00 pm
1:00 pm
Driver:
questioned what the effect of a large spring snowfall would have on the safety of the structure.
Henry Pratt stated that the cunent structure would be in danger with a large heavy snowfall. Doug
Cahill slated that he supported the staff decision. John Schofield staled that he believed the cunent
slatus of the building, should the application be stayed, was an eminent peril, and believed that
expediting the reconstruclion would be a benefit to the health, safety, and welfare of the community.
Dick Cleveland also stated thal he supported the administratofs decision and recognized that
mitigation of the safety hazard was necessary. Chas Bemhart stated that he believed that the
PEC's role was lo ensure lhe health, safety, and welfare of the community and he agreed with the
administratois decision. Galen Aasland asked about the process.
John Schofield moved to uphold the staff decision that the Maniott did not constitute a major
exterior alteration. George Ruther clarified thal that was not the decision being made today.
John Schofield struck his motion and moved to uphold the finding of the administrator that staying
the design review application of the Maniott would present an imminent peril to the properly.
3. Report of a staff action on a minor amendmenl to the Golden Peak Development Plan, to
allow for the addition of a skier lunnel, located at 490 Vail Valley Drive/Tract B, Vail Village
7th Filing.
Applicant: Vail ResortsPlanner: Brent Wilson
STAFF APPROVED
4. Report of a staff action on a minor amendment to Special Developmenl District #,4, to allow
for the conversion of an exisling indoor tennis court to a spa, located at 1295 Westhaven
Drive/Cascade Village, Development Area A.
Applicant: L-O Vail Hotel Inc.Planner: Allison Ochs
STAFF APPROVED
CALL-UP OF STAFF APPROVAL
MOTION: John Schofield SECOND: Brian Doyon VOTE:6-0
APPROVED WITH 2 GONDITIONS:
MOTION: John Schofield SECOND: Brian Doyon VOTE:6-0
1. That the applicant remove all storage from parking spaces prior to submittal of the
building permit.2. That thl'applicant retum to the PEC at the April23d meeting with a parking
management plan.
5. A request for a conditional use permit, lo allow for a Type ll Employ--ee Housing Unit, located
at 0097 A&B Rockledge Road/Lots 3A & 38, Block 7, Vail Village 1- Filing.
Applicant: Bennett & Jacquie Donance, represented by Resort Design CollaborativePlanner: Allison Ochs
MOTION: John Schofield SECOND: Chas Bemhardt VOTE:6-0
APPROVED WITH 1 CONDITION:
1. Prior to the issuance of a building permit, the Community Development Department shall
receive proof from the applicant that a Type ll Restristive Covenanl has been recorded
wiih the Eagle County Clerk and Recordefs Office, thereby ensuring thal the employee
housing unit will be permanently restricled for employee housing.
r ._. ._.o' 6. A request ,or. " ut" from Section 12-6D.6, Town of Vail Code, to allow for an addiiion in
the front setback, located at 1001 Eagle's Nest Circle/Lot 1, Block 6, Vail Mllage 7'h Filing.
Applicant: Kathleen Ferry, represented by RKD ArchitectsPlanner: Brent Wilson
MOTION: John Schofield SECOND: Brian Doyon VOTE:4-0 (Aasland abstained)
APPROVED WITH 4 CONDITIONS:
1. Pursuant to Title 14 (Development Standards), Vail Town Code, proposed
balconies may project not more than five feet (5') nor more than one-half (1/2)
lhe minimum required dimension into a required selback area.
2. That the applicant submits a revised duplex plat for review and approval by
the Department of Community Development lo reflect the proposed changes
to the building footprint. The approved revised pla{ will be recorded with the
Eagle County Clerk and Recorder by no later than April 9,2OO2.
3. That the applicant submit a cunent stamped ILC prior to building permit.
4. That the encroachment not exceed the 2 ft into the front setback as
recommended by staff.
7. A request for a worksession io discuss the rezoning of the Mill Creek Court Building from
CCI to a zone district or special development district lhat would allow ofiice and residential
uses on the street level, located at 303'Gore Creek Drive/Lot 1, Block 5A, Vail Village 1{
Filing.
Applicant: Mill Creek Court Condominium Association, represented by Larry EskwithPlanner: Allison Ochs
MOTION: John Schofield SECOND: Chas Bemhardt VOTE: 5-0
TABLED UNTIL APRIL 23,2001
8. A requesl for a recommendation to the Vail Town Council on the adoption of the Eagle
Valley Regional Trails Plan.
Applicant: Eagle County Regional Transporlation Authority, Town of VailPlanner: Brent Wilson
MOTION:John Schofield SECOND: Chas Bemhardt VOTE: $0
RECOMMENDATION OF APPROVALWTH 1 GONDITION:
1. Pursuant to the findings in the staff memorandum with a request to forward
all PEC commenls to the Town Council and lhe Eagle County Regional
Tranportation authority.
9. A request for a final review of a condilional use permit, to allow for lhe conslruction of Phase
I of Donovan Park improvements, generally located southeast of the inlersection of
Matterhom Circle and the South Frontage Road.
Applicant: Town of VailPlanner: George Ruther
MOTION: Chas Bernhardt SECOND: Brian Doyon VOTE: 3-2 (Schofield &
Cleveland opposed)
APPROVED WITH 1 CONDITION:
1. That the applicant submits revised plans to the Community Development
Department for the review and approval of the PEC of the following items:
. That the cold roof design be reevaluated.. That a covered trash enclosure be provided.
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B cond iri o n s
r That snow removal provisions (10%) are used.. That the applicant retum for review of a management plan for the site.
That the building height be reduced to 33 feet.
10. A request for the review of a proposed text amendment to Chapter 1 1 , Design Revierar, of
the Zoning Regulations to allow for procedural changes to the performance bond process as
prescribed in the Vail Town Code.
Applicant: Town of VailPlanner: George Ruther
MOTION: Brian Doyon SECOND: John Schofield VOTE:6-0
TABLED UNTIL APRIL 23,2001
11. A final review of a request for a recommendation to the Town Council for a rezoning from
Agriculture and Open Space to Primary/Secondary Residential and a Minor Subdivision to
create two residential lots and a request for a recommendation to the Town Council for an
amendment to the Vail Land Use Plan, changing the land use designation from Public/Semi-
Public use to Low Density Residential, located at 3160 Booth Falls Road/Parl of Lot 12,
Block 2, Vail Village 12th'Filing.
Applicant: Boothfalls Homeowne/s Association, represented by Braun Associates, Inc.Planner: Russell Fonest
TABLED UNTIL APRIL 23,2OO1
12. Approval of March 26,2001 minutes
13. Information Update
The applications and information about the proposals are available for public inspeclion during
regular office hours in the project planne/s office located at the Town of Vail Communig
Development Department, 75 South Frontage Road. Please eall 47*2138 for information.
Sign language interpretatjon available upon request with 24 hour notification. Please call 479-2356, Telephone for he
Hearing lmpaired, for information.
Community Developmenl Departmenl
on the Phase III roof, irrespective of whether such attachments are
temporary or permanent in nature; subject, however, to the provision that
lightning rods with necessary appurtenances, including wires, shall be
permitted.
I fn ." shall be no exterior lighting of, or on the turret
structures on the Phase III roof.
I Compliance with these conditions shall be subject to all
codes, ordinances, rules, and regulations (federal, state and local)
goveming Marriott's hotel at Vail. In the event that any condition
contained herein conflicts with any code, ordinance, rule or regulation
(federal, state or local) Maniott shall comply with the code, ordinance,
rule or regulation and such compliance shall not be deemed a violation of
the conditions referred to herein.
Second, Vail Spa has agreed that ifthe above conditions are imposed
by the DRB as part of its final approval of the Marriott application, Vail
Spa will withdraw its appeal scheduled for hearing before the Vail Planning
and Environmental Commission on April 23,2001, and will further agree to
waive any and all rights ofappeal it may have concerning the pending
Marriott application.
Please present to the DRB at its hearing concerning the Marriott
application today the three conditions ofapproval noted above, and request
on Vail Spa's behalf that these provisions be made conditions of approval to
the Marriott application. Henry Pratt will confirm that these conditions of
approval are acceptable to Marriott, and that they are necessary to
effectuate the settlement agreement which Vail Spa has reached with
Marriott.
If you have any questions concerning this matter, please contact me
immediately at 303-839-3722. Tba*you for your assistance in effectuating
Vail Spa's settlement with the Maniott regarding concerns associated with
Marriott's application pending before the DRB.
Very truly yours,
GRIMSHAW & HARRING
A Professional Corporation
Gilbert F. McNeish
cc: Al Hauser (970) 476-5548
Karen Erlich (3 0l )380-6332
Henry Pratt (970) 476-1612
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Page 2 of3
04/t812001
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
TO:
FROM:
DATE:
SUBJECT:
Memorandum
Planning & Environmental Commission
George Rulher, Chief of Planning
April 9, 2001
Review of Zoning Administrator's Finding of lmminent Peril to Property
On April 2,2001, the Vail Spa Condominium Associalion, represented by Gilbert F.
McNeish, of the law firm of Grimshaw & Harring, P.C., submitted an appeal of an
administrative decision. A copy ol the appeal form is attached for reference.
The appeal has been scheduled for review by the Planning & Environmental
Commission pursuanl to the procedures outlined in Section 12-3-3 B(3), Procedures, of
the Town of Vail Zoning Code. However, in accordance with the provisions provided in
Seclion 12-3-3 B(4), Effect of Filino an Aopeal, the Zoning Administrator has found and
cerlified lhat a stay of all permit activity poses an imminent peril to property and persons,
and as such, the appellant's appeal shall not stay further permit activity and
proceedings. The basis of the Zoning Administralor's finding is that further delay in lhe
reconstruction of the fire damaged property exposes the significantly demolished
structure to unpredictable weather conditions (i.e., heavy/wet spring snow falls, rain, high
wind, etc.) causing further decay, increased structural loads, and an increased likelihood
of further damage to persons or property.
As required by Section 12-3-3 B (4), the Commission shall review such certificalion and
the grant to deny a stay of proceedings. Such determination shall be made at the next
regularly scheduled meeting of the Planning & Environmental Commission. As the
appeaf was filed on April 2,2001, the April 9, 2001 meeting is the next regularly
scheduled meeling of the Planning & Environmental Commission.
{,7 *""'*o'o'"'
Department of Community Development
75 South Frontage Road
Yail. Colorado 81657
970-479-2 138
FAX 970-479-2452
www.ci.vail,co.us
Building Safety
& Inspection
Semices Teum
April 9,2001
Mr. George Ruther
Chief of Planning
Town of Vail
Communify Development Department
75 S. Frontage Rd.
Vail. CO 81657
Re: Need for Expedience, Marriott Hotel "Phase III" Reconstruction (Post Fire Damage)
Dear George:
This letter is to address the potential for further delays in the reconstruction of the Marriott "Phase III"
wing that was severely damaged by fire on November 18, 2000. All of my discussions with structural
engineers, contractors and other representatives of the owners have been undertaken with the assumption
that the reconstruction wiil occur as soon as possible. As the chief building official for the Town of
Vail, I have concerns that continued exposure of the structure to our unpredictable spring weather couid
pose an imminent threat for further serious damage to the property as well as a potential threat to hotel
guests occupying other portions of the complex and/or construction workers employed on the project.
As you know, this wing of the building has been essentially stripped down to its structural frame. The
building currently has no roof or southem exterior wall. These concerns lead me to urge the owners and
others involved in the reconstruction project to move forward as soon as possibie, pending, of course,
the submittal, review and approval of the construction drawings for the project and the issuance of the
required building permit(s).
If you should need additional infonnation, please contact me at (970) 479-2321.
Very Truly Yours,
Gury R. Goodell, C.B.O.,
Chief Buildins Official
GRG:grg
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THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning & Environmental Commission of the Town of Vail
will hold a public hearing in accordance with Section 12-3-3 of the Municipal Code of the Town
ol Vailon Monday, April 23, 2001 at 2:00 p.m. in the Town of Vail Municipal Building, located at
75 South Frontage Road. In consideration of:
ITEIVVTOPIC:
An appeal of a determination by the Zoning Administrator thal pursuant to Section 12-7H-7 ol
the Vail Town Code the proposed improvements to the Marriott Hotel, by definition, do not
constitute a major exterior alteration and as such do not require that the Planning &
Environmental Commission review the application/ 7'15 W. Lionshead Circle/Lots C&D, Morcus
Subdivision.
Applicant: HMC Acquisition Properties, Inc., represented by Gwalhmey, Pratt, Schultz
715 W. Lionshead Circle
Vail, Colorado 81657
Zoning Administrator
Town of Vail
Vail, Colorado 81657
Appellants: Vail Spa Condominium Association
710 W. Lionshead Circle
Vail, Colorado 81657
ACTION REQUESTED OF PLANNING & ENVIRONMENTAL COMMISSION:
Uphold, uphold with modifications, or overturn the Zoning Administrator's decision.
BACKGROUND RATIONALE:
The Town of Vail Zoning Administralor has made the determinalion that the proposed
improvements to lhe Marriott Hotel do not have "substantial otf-site impacts" pursuant to the Vail
Town Code and as such do nol constitute a "major exterior alteration". The Appellant, Vail Spa
Condominium Association alleges otherwise. A copy of the Vail Town Code, the Design Review
application, and the appellant's appeal form are on file and are available for public inspection
during regular business hours in the Town of Vail Community Development Department, localed
at 75 South Frontage Road. For additional information, contacl George Ruther, Chief of
Planning at (970) 479-2145.
Gilbert F. McNeish
303-839-3722
Zoning Administrator
Town of Vail
c/o George Ruther
Department of Community Development
75 S. Frontage Road
Vail, Colorado 81657
Gntusnew & Hannrnc
l\ PROFESSIONAL CORPORATION
ATTORNEYS AT LAW
SUITE SaOO
WELLS IARGO OENTER
17OO LINCOLN STREET
DENVER, GOIORADO AO2O3-4534
TELEPHONE (303) A39-3800
TETEGOPIER (AO3) 839-3834
E -MAI L M.A.rLBox@Gar MSBAwtta.RRrNc.coltr
April2, 2001
gmcneish@grimshawharring.com
www. grim shawharring.com
Via Facsimil e 97 0-47 9 -2452
Re:Maniott Hotel Alteration
Dear George:
Attached is an appeal by Vail Spa Condominium Association of the Zoning Administrator's
determination that the proposed alteration of the fire-damaged Marriott hotel does not have
substantial off-site impacts (Vail Town Code, Section l2-7H-7). By filing this appeal, Vail Spa does
not waive its rights to raise any other appeals, now or in the future, with respect to the proposed
alterations, whether under the Vail Town Code as existing or under the proposed amendment to
Section 12-7H-7 . The required envelopes will be dropped off at your office this afternoon.
It is our understanding that, pursuant to Section 1 2-3-3(BX4) of the Code, this appeal stays
any further proceedings on the proposed alterations and that the application will be removed from
the Design Review Board agenda for Wednesday, April 4, 2001 . It is also our understanding that
this appeal will be heard within the next 30 days by the Design Review Board, following proper
notice. If either of these understandings is inconect, please let me know.
Additionally, you asked us for comments on the proposed amendment to Section l2-7H-7.
At this time, we are still reviewing the amendment; however, we believe that the proposed Marriott
alterations have substantial off-site impacts. Therefore, even if the amendment passes, the nature
of the proposed alterations implicates the more stringent design review procedure for major exterior
alterations.
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Grimshaw & Haning, P.C.
A Professional Corporation
Attomeys at Law
Suite 3800
Wells Fargo Center
1700 Lincoln Street
Denver, Colorado 80203-4538
Telephone 303-839-3800
Telecopier 303-839-3838
E-MAIL mailbox@grimshawharring.com
Gilbert F. McNeish gmcneish@grimshawharring.com
303-839-3722 www.grimshawharring.com
April 18, 2001
IMMEDIATE ATTENTION REQUESTED
George Ruther, AICP Via
Facsimile 970479-2452
Chief of Planning
Department of Community Development
Town of Vail
75 S. Frontage Road
Vail, Colorado 81657 |
Re: Marriott Hotel - Proposed Exterior Alteration (Phase III) -
Design Review Board - Conditions of Approval
Dear George:
I am writing to you on behalf of the Vail Spa Condominium
Association ("Vail Spa") concerning the proposed exterior alterations to the
Marriott Hotel pending before the Vail Desigr Review Board ("DRB").
I have been engaged in discussions with George Pratt and Karen
Erlich with Host Marriott concerning this matter, and an agreement has been
reached with Marriott conceming Vail Spa's objections to the current
Marriott proposal. First, Maniott has agreed to accept the imposition by
the DRB of the following conditions of approval to its application
conceming the proposed exterior alterations now pending before the DRB for
final approval:
D There shall be no flag poles, flags, pennants, wires,
telecommunication facilities (towers or antennas) or any other structures or
extensions of any kind attached to any part of the two new turret elements
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Page I of3
04/18/2001
George Ruther
April2,2001
Page2
Please let us know when the appeal ofthe Zoning Administator's decision will be heard by
the Design Review Board.
Very tuly yours,
GRIMSHAW & HARRING,
$, Professional Corporation
ry^
Gilbert F. McNeish
cc: Al and Loma Hauser
Enclosure
Gl l3 l5 3\ l\Appcal Cwcr Lener.wpd
re.4lllAR-39-ol FROM . TOV -DEV-OEPT,-c oMo
APPEALS FORM
REQUIRED FOR FILING AFI APPEAI OF A STAFE DESIGN REVIEIV BOARD OR
PLC.I{NING AI{D ENVIRONMENTAL COMMIS$ION ACTION
ACTION/DECISION BEING APPEAIJD DetenrLirntion of the Zoning Adnini stration,
tD ' a1a4?a2462 FAGE 2/ 3
A.
to Section L2-74-7 of the VaiI Ibn^rn Code that the
alteration of ttre Ivlarriott Hotel does not have " sulcstantial
March 21, 2001DATEOFACTION/DB.
c.
D.NAI4E OF A.PPELLANT(S):Vail Spa Cordcrniniun Association
NAME OF BOARD OR FERSON REI{DERrr,\rc Tttrj DECISTON/TAKING 6g11gyy, zoning Adninistrator,
Itcnm of Vail
MAILINC 710 W. Lionstread Circle, Vail,co 81657
E.
PF1ySI6ALADDRESS TNVATL: * -pnOxe,_9rc:jZ6-m3__-
LEGAL DESCRIPTION OF APPELI"$,IT'S PROPERTY IN y41g; VaiI Spq Corrlqninir.uns, Vai1,
Gilbert F. I"lclleish
Grimstraw & Harring, P.C.
Attorreys for VaiI Spa Cordominiun
Association
1700 Lincoln Street, Srdte 3800
b^^^, _c,, Denver, CO 80203r 45s' r vr 3 303-g39-3800
MAR-3O-Cl1 1Ei,4l FRoM : TOv-CoM-DEV-DEPT .1D,E|7!14?92452 FAGE 3/3
Yes tf yes. plcase pnovide de folloqring infordrdion:F.Docs 6is appcal involve a ryecific porQct of land?
arcyouanadjacatprop€rly gwo€r? YCS X_
If no, give a dsail€d atglarratim of how you a,re aa "aggrirved or ad. versely affected, person." 'Aggriarcd or
advcrsdy affectcd pctsotl" frcrhs any pcrson who will sufcr an advcrsc effecs to ao interest protec-tcd or
firthcred by this tidc. The allcgsd advose iatcrcst may bc sbarcd in cottsroo witb othcr memben of tbe
comrauniry at largc. but sbatl excecd in degrce &e ganeral hrcrest in commuity good sharcd by all pcrsons-
hovide the namcs and ad&esses (bo'th pcrsor's uraiiing address and pmporty's physical addrcss in Vail) of all
o'vmcrs ofpropemy wtich arc the subjcct ofthc appcal and all adjaccor p.op.itv i*".o (including properdes
scparatad by a dgbt'of-way, sftarq or o{her irucrverdng ban'iers). etso pioviie a<idresca aaa *lmpca covaopcs fo:cacb p'ropcrry ouncr on the list See attached..
On scpararc shcets of papcr, rycciff ttc procisc Bailrc o'f the eppcal. Please citi sijccinc codc scctions haviagrclwancc to tbe action beiag a,pp€alcd
see attached .
FEE:.$0.00
G.
H.
Page 2 of2
2.
G.
l.
4.
).
Provide the names and addresses (both person's mailing address and property physical
address in Vail) ofall owners ofproperty which are the subject ofthe appeal and all adjacent
property owners (including properties separated by a right of way, stream, or other
intervening baniers). Also provide addressed and stamped envelopes for each property
owner on the list.
HMC ACQUISITION PROPERTIES INC
715 W. Lionshead Circle
Vail, Colorado 81657
mailing address
% MARRIOTT INTERNATIONAL
ONE MARRIOTT DR DEPT 938.0I
WASHINGTON, DC,2OO58
Enzian at Vail Inc.
620 W. Lionshead Circle
mailing address
c/o Oaketon-Kostner Corp.
7721N. Kostner Ave
Skokie, IL 60076
Enzian at Vail 215 Corp.
620 W. Lionshead Circle
Vail, Colorado 81657
mailing address
c/o Destination Resorts
610 W. Lionshead Circle
Vail, Colorado 81657
Antlers Condominium Association
680 W. Lionshead Pl.
Vail, CO 81657
Lion Square Condominium Association
660 West Lionshead Place
Vail. Colorado 81657
3.
6,Town ofVail
Gore Creek" Tract B
Vail/Lionshead Third Filing
mailing address
75 S. Frontage Road
Vail, CO 81657
Montaneros Condominiums
641 West Lionshead Circle
Vail, Colorado 81657
Vail Associates
West Day Lot
mailins address
P.O. Box 959
Vail, Colorado 81658
Vail Corporation
Gore Creek" Tract B
mailing address
PO Box 7
Vail, Colorado 81658
Nancy Shapiro Adam
765 Forest Road
Vail, Colorado 81657
mailine address
4975 E. Preserve
Greenwood Village, Colorado 80124
Parsons Family LLC
745 Forest Road
Vail, Colorado 81657
mailine address
PO Box 497
Edwards. Colorado 81632
1
8.
9.
10.
ll.
12.Colmar LLC
725 Forest Road
Vail, Colorado 81657
mailins address
251FowlerRoad
Far Hills, NJ 07931
Roger V. and Sally M. Cadol
725 Forest Road
mailins address
9850 E. Progress Cir.
Greenwood Village, CO 80111
Millers Lionshead LLC
695 Forest Road
Vail, Colorado 81657
mailing address
127 7 0 Meit Drive, Suite 400
Dallas, T){7525l
TEXAS TELEVISION INC
695 Forest Road
Vail, Colorado 81657
mailing address
PO BOX 16290
HOUSTON, TX,77222
JOHN S. & STEPHEN B. ENGLEMAN AND MARY M. HATHORN
655 Forest Road
Vail, Colorado 81657
mailing address
C/O MARY M HATHORN
54I ELY RD
ELY, VT, O5O45
13.
14.
15.
16.
11Lt.Jerard F. and Joan S. Maher
625 Forest Road
Vail, Colorado 81657
mailing address
251 Fowler Road
Far Hills, NJ 07931
Thea J. Rumford Living Trust
675 Forest Road
Vail, Colorado 81657
18.
H. On separate sheets ofpaper, speciff the precise nature ofthe appeal. Please cite specific
code sections having relevance to the action being appealed.
The Vail Spa Condominium Association appeals the determination of the Zoning
Administrator, pursuant to Section 12-7H-7 of the Vail Town Code, that the proposed alteration of
the fire damaged Maniott Hotel, located at 715 West Lionshead Circle in Vail, does not have
"substantial off-site impacts." The proposed reconstruction has substantial impacts on the Vail Spa
because it will substantially impair views from the Vail Spa.
G:\ l3 I 53\ | \S€ctior H of Appe{l.$Dd
SENT 8Y:GRIIISHATI & HARRING' PC; 4. 2-01 ; 3:sSPil ;
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3038393800{s?01?82{52;S 1
Gilbert F. Mcl.leirh
301-839.1722dins
Gnnasnaw & Ilmnwq P.C.
1700 Lincoln Strcct, Suite 3800
Dcnvcr, Colondo 8020J
Pbone 30t339-3806\
fer 303-839.3838
CONFIDENNAL FAI(
Client No. l3l53h
DATE: April2,200l
llard Copy 0o Follow: No
TO: Ocorge Ruthcr
FAX No.: (970)479-2A52
RB:
TOTAL PAGES (includingthis Coveg: l0
If incompleto, plea* call Au&E1 O, Bruggcr t 3 0 3 8{9-3 87 0
COMMEIITS:
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Apdt 2,2001
?,orri\g Administsalor
Town of Vail
do George Ruthcr I Vre F.acrimils o?0.479-2452
De,prtnentof CommuaityDarelopmcot I
75 S. Frontage Road
Vail, Colorado 81557
Re: ManiottHotclAlhation
Dear Gcorge:
Attached isanspp€al by Vail SpaCondominirurAssociationofthc ZoningAdminighatorrs
detarmination that tbo ptoposed altpration of thc fire.damagod Manio$ hotcl does not have
substsntial off.sitcimpacts (VailTovrnCodc, Section l2-TH-7). By filingthis appeal, Vail Spadoes
not waive its rigbts to raigo any otler apperls, now or in the-fufile, with respcct to the poposed
altorationc, whstlrcr undcr thc Vail Town Code as cxistingt-rurdec the propoeed amcndncnt to
Section 12.7H-7. The required envetopes will bc dropped otret yoru offrcE this afternoon-
It is otu undentanding tbat pursuaut to Section 12-3-3(BX4) of the Code, this appoal rtays
any furthar pocccdlngs on the proposed altcrations andthatthe applicationwill bcrcmovtd fiom
Orc Design Reviow Board agenda for lVednesday, April 4, 2001. It is also our u"derstanding that
this appenl wiU be hsard within thc uext 30 days by thc Dcsign Revicw Boar4 following g,oper
notice, If either of thcsc undcrstrdingt is incornct, pleasc letme know.
Additionally, you asked us for comm€ds oD the proposcd aurendment o Section 12.7H-7.
At this tirne, we are still reviewiug the anreadmen! howerrer, we believc that tho proposcd Marriott
altcrationr havo substarrtial off+itc impactc. Itorefoir, o'cn if the aurcndmont passes, tho nature
ofthc ptoposod alter*ione implicstrsthc mor€ rtingerrf dceignrwiowprocodure formajor ortcrior
alterationg.
REc',oAPR 022001
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Enclosurc
4-'-
George Ruther
April2,2001
Page 2
Ploasc ltt us Ltrow whcnthe appeal ofthe Zoning Adninistalor's decision will bc hccd by
tho Desigr Rovie,rr Board
Vory tuly yours,
GRIMSHAW & HARRINO,
$ Profcssiond Corporuion
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ACTION/DECI3IONEED{O
glrsuant to section 12-74-7 0f ue vail rbnn oode, tiat ttrB Ett)osd
albratiqn of .tJp l.tEJnrio'LJ Eortel dres nort, ha\E ,'aubgtantlel
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DAIEOF IthEh 2L, 2001
NAIVfl OF EOARD OR rrB$X{ RIhIDERING nC DECISIO}IVIAKNC
Xtoln of \All
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eiruah*r & Harring, p.C.
Attcn-rye for Vail .$a ocdcnrirriunlesosiatiqr
1700 r.irmln Stieet, Suite 3gO0Erver, O 80203
303-839-3800
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LEGALDESCRIPTIONOFA}FE.LI.ANT'SPROPERTYNYIfu VAiI 6bq MCrNiTriUNE, VAil,
ctfbert F. Ir3tilelstr
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hovids tho nancs aod ddrcsscs (both pcrcou's mailing rddrcss ond propetty phyrical
addrese in Vail) of all orvrers ofproffiy nrhic,h arc tbe urbject ofthc app€cl and Ell adjaa€ut
property ownetl (includfu pmpatier separatod by a dCht of wan ste8n, or other
ht!il€oitrg bsni€so), Alro prcvide a&Lcsse4 sd danped cnvclopcs for cach fopcrtf
owncr on tle lisL
HMC ACQIJISMON PROPERTIES INC
715 W. Lionslrcad Circle
Vail, Colorado 81657
mailing addpsg
% MARRIOTT INTERNANONAL
ONE MARRIOTT DR DNPT 938.0I
WASHINOTON, DC,20058
E"ziaa at Vail Inc.
620 W. Lionshcad Circle
nailingg4drcss
c/o Oaketon Kostner Corrp.
772lN.I(ostrcrAv€
Skokie,IL 60076
Eozial at Vail 215 Corp.
620 W, Liouhpad Circle
Vail, Colondo 81657
4-'-
qailint addrcrr
do DestinationResorb
610 W. Lionshead Circle
Vail, Colorado E1657
Autlcrs CottdstrriDiwn
680 W. Lionshcad Pl.
Vsil, CO 81657
iuiol
Lion Squrrr Coudominiu Arsociation
660 Wcst Lionshead Placo
VaiL Colsndo 81657
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SENT oYTGRIISHAI & HARRING' P0; 4- 2-01 ; 4:0lPll i 3038383800i 9704?S2452;* ?oo
6. Tormof Vail
Gorc Choek, TrsstB
Vsiutiqrsbmd Third Filirg
ffi*"ra 4-'
Vail. CO E1657
7, MonhasosCondominiuns
641 Wcst Limshoad Circle. Vail, Colorado 81657
8. VailAssociatcg
We$DBytot
mriting adCross
P,O. Box 959
Vail, Colorado 81658
9. Vail Corporation
GoreCreck, TractB
mailiug addfst
PO Box 7
Yait, Colorado 81658 4- -
10. Nanoy Shapirc Adan
755 ForestRod
Vail, Colorado 81657
mailingfddress
4975E. hes€rve
Grccnwood Villagc, Colorado 80124
11. Parsons F{nilyLLC
745 Folcst Rosd
Vail, Coluado 81657
rrqillng addrers
PO Box 497
Edwuds, Colorado 81632
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ColnarLLC
725 ForrgtRoad
Vail, Colorado 81657
nqilin$addrEf
251 Fowlc Road
Far Hills, NJ 07931
Rogor V. end Satly M. Cadol
725 ForutRoad
mailino qddnsg
9850 E" hogrces Cir.
Greenwood Vi[age, CO tOlll
MiUers Lionshead LLC
695 Forest Road
Vail, Colorado t1657
mailtng eddress
12770lvlcrit Ilrive, Suitc 400
Dallas, Tt( 75251
TD(AS TELEVISION INC
695 ForcstRord
Vail, Colotado 81657
nniling addrcss I
PO BOX 16290
HOUSTON, W77'A2
PC;o 3030393800-,9104?92452;$ 6
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13.
14.
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15.
16. JOHN S. & STEPHEN B. N.IGLEMAN A}.ID MARY M. HATTIORN
655 ForcstRoad
Vail, Colorado 81657
mailing +ddrcss
C/OMARYMHATHORN
54I ELYRD
ELY, VT, O5O45
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17, JcrirdF. rud Joan S. Mahsr
625 ForwtRoed
Vail, Colqrdo 31657
psiling iddruss
251FowlaRoad
Far Hills, NJ 07931
18. TbcE J. Ruurford Living Tnut
675 Forlst Road
vdl ColoraAo t1657
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SENT 8Y:GRIIISHA$/ & HARRING'PC;o 1- 2-01 ; 4:02Pfl ;3038393800+9?047S2452;Sr 0
H. On separde sheets of paper, speciS the precise nsurc of the appcsl. Pleasc oitc spccifc
code seotions haviug relevance to thc action being appealed.
The Vail SpE Condomininn Association appcals thc dctcrurination of the Zoning
Administrqtor, pursuaot to Sestion 12-7H-7 of ttre VailTown Corle, that the proposcd altcration oi
the fire dsmsSed Mariott Hotel, locatcd at 715 rilcst Lionshead Circlc in Vail, docs not bave
'subsiutial ofr-sitc impacts." The proposod rcconshrction has substaotial impacB on the Vail Spa
bccaue it will subotantially impair vicws ftom the Vail Spa
{,- -
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4-_
30 March 2OO1
George Ruther
Town of Vail Community Development
Vail, Colorado 81657
Re: response to DRB loquests re: application for Marriott reconstrustion
Dear Mr. Ruther,
Please find attached the following submittal items.
Proposed building elevations on 1 1x17 paper.
Proposed floor and roof plans on 11x17 paper. Plans are now finalized and
show actual amounts of new floor area being added.
North/south section.
The following is a list of client initiated changes to the elevations and plans subsequent to
the DRB hearing on the 21"t.
1. Predominant fenestration has changed from 8' French sliders to 5' French
sliders with 18" x full height fixed windows on each side of the slider.
Windows on the north side have been made larger to fit the width of the
fenestration above. Windows in the west turret on the north elevation have
been removed. Some minor existing windows on the south and west elevations
have been moved/removed due to conflicts with the new interior layouts.
2. Full depth balconies have been added where the existing structure permits.
This reduces the number of French balconies on both north and south
elevations.
3. The stucco "base" on the south elevation has been extended across the
balance of the south elevation and extends into the building corner on the west
side.
4. As discussed in the previous DRB hearing. a small section of the new roof has
been removed east of the tower element at the north east end of the building.
5. Due to fenestration changes and code requirements for glass size, the roof
elements on the south west corner have been revised. See item #4 below.
6. Top floor plan has been revised to reflect interior upgrades at that level.
o
o
George Ruther- Marriott DRB response
30 March 20O1
page 2
In response to the issues raised by the DRB at the conceptual review of March 21st, please
accept the following information.
1. The mansard roof on the north elevation can indeed be made less steep. We
have revised the slope from 1:10 to 1.5:10 (the max the structure will allow).
The dormers have also been made deeper to fit the new slope'
2. As suggested by the DRB, additional stucco trim has been added to all windows
and doors except those on levels 132 and 147. This trim cannot be wood by
code and the color will be as close tgr the proposed wood color as possible. The
trim configuration is the same as was approved in 1999'
3. As suggested and as made possible by the pending change in roof materials
(see below), we have changed the vertical walls at the top floor south side to a
mansard. This allows all surfaces above the new eave line to be treated as
roof. We investigated and priced carrying the mansard roof around the
southwest corner of the building above level 132. This mansard, as stated in
the meeting on the 21"t would be over 26' high and would require new framing
and structure deep inside the building. The costs and logistical difficulties of
getting a new 30' beam this deep into the building make the request for a
mansard in this location unreasonable. We have left these walls vertical.
4. At the southwest corner of the building below level 132, the size and the
detailing of the small gable roof forms have been changed. Fascia depth has
been beefed up and support brackets added. One roof is now larger than the
others to accommodate wider fenestration and to give more variety to the
elevation. Parapet height at the level 132 rool has been increased by 6" to
accommodate the roofs.
5. I am in the process of getting metal roofing approved by the Owner as an
alternate to the previously proposed asphalt shingles. The color will be a
painted steel with the look of weathered copper. Details are being discussed at
this time and color samples are en route, We will present this change at the
meeting,
6. The color palette is also being discussed. Any changes will again be presented
at the meeting.
We look forward to a// issues being resolved on the 4th and to final approval on the 17'n,
GIA&ATHMEY PRATT
Sincerely,
Henry R. Pratt. AIA
TZ ARCHITECTS, P.C.
SEITT BY3GRIIISHAII & HARRIilG'
OilbcrtF. Mcl.lcbh
3f'3-81U37X'
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March 16,2001
Goorgc Ruther, AICP
ChicfofFlanning
Departncnt of Cnmmuity Dovalopmeut
Townof Vail
75 S. Frontage Road
Vail, Colotado 81657
Via Facrimile 97G479-2452
Re: Maniott llotel - hoposcd Extcrior Altcr*im ' Dcsign Revicw Board
Dear George:
I am uriting to ),ou on belralf of tbe Vail Spa Condominium Associstion ('Vail Spd)
conocrning thc proposcd cxterior altcrations to the Marriott Hotcl pending before the Vail Dceip
Rcvicw Board (DRB').4-, ..
When thie matt€r was fint considened by thc DRB on Wednaedsy. N4arch 7, 2001 for
oonccptual rcviow, I indioatcd to thc DRB that
of the exterio'r alteratious whioh dwiatod from Marriott's 1999 €xtsior
plan (the "1999 Plan") prwiously approvcd by thc Town. Vail scnsitivo to any
l ch cauees an additional obauuction to
otieting viewg fiom V&il Spa when oonpsrod to the 1999 PlaD.
While wc have not received the new matcrials which thc DRB aslccd Marriott rcprcscntativcs
to zubmit for the no$ DRB hesring on Woducsday, lvfar€h 21, 2001, wo havo had an opportunity to
rcvicw tbc proposal based on thc materials and comrnents preseilrted by ldarriott'e repreecntativc,
arohitcct Honry Pra( at thc DRB's conceptual rwicw mcoting. Bascd on our lcniew of thoso
materials and tho rcprcscntations made by Mr. hatt, Vail Spa has the following obscrvations ard
conclusions:
4-
SENT BY:GRIIISHAII & HARRING'3-16-01 ;2:40Pil;30383
4..-
g?04?s2452i* 3
George Ruthcr
March 16,2001
Page2
l) Thc current proposal to make ext€rior dtc,rations to the Marriott now insludcs two
new largc turrct sEuctur€s Ebovo the cxisting roof lino which are not part of the
approved 1999 Plan.
2') Each proposed turret departr signrficantly in tenns of height atd confguatiou from
the rcof desip which was aprpoved under the 1999 Plan. Ths wsst turrEt Eppcars
largcr and ie eEveu foot higher thnn that which was approved in 1999, aud ths cast
tunot app€ars sigrificantlyluger and is 22 fcct highathanthc sbuchrc approved in
1999. As a result, therc is a substantial inorcasc in obstuction to thc vicw fiom Vail
Spa to the mountain whcn oomparcd to the 1999 Plau. I
3) lbo inoreascd silhouette of the proposed east hrret gtnrcture whsu comparcd to the
1999 Plan at lcast a 50% or morc ltr Vlew
mountain for Vail Spa. Marriott's ncw is reprcsearted by Mr. Pratt as a 4
reduction in ovemll mass of tho east shoturt nfien compared io the 1999 Plan, but
byanyrpasonablemcasure, euchrrductioDinovcrallmass ie notmcaningful forVail
Spa whe'n the increasc in height and tho fomr of thc proposed tuttet causE a
srlbstantial colarge,me,nt in thc stucture silhouette which obscuce the moutain
vtew.
4) Mostimportrntly,thenewproposalbyManiottforexterioraltcratione fundauentally
violaies tlre sculsneut aer,egm€nt (thc "Scttlement Agreomeuf ) cntercd inlo betwp€o
Host Marrioft Corporation and Vail Spa dated Scptenrbcr 1, 1999 (copy attacbcd)
which lead to the appoval ofthe 1999 Plao, h 1999, Vail Spa appcaled the Town's
approval of Marriott's Spccial DwelopmentDistict ('SDD') applicetion, including
orterriorrcaovationdeeiguplanr, inthcEagleCouutyDishistCourt(cascnumber99-
CV-411), After firther negotiations with Marriott Vail Spa agrced in good faith to
disniss that cace in reliqrco upon thc 1999 Plan and thc tercrs of the Settlement
Agreement.
5) Thc 1999 Plan as rcflectcd in the Settlem€Dt Agrecmcot was thc rezult of long
sometimes difficult,yetproductivc settlemenlnegotiationswithMarriottconcerning
exterior building dosigr matters. Thsfe ig ndcomppllinq reason ot justifisation
which should oermit Marriottto rcneqe on thEirorior commimcnts to the Town and
Vail Soa ad to fuudancntdlv deviate from thc I 999 Plan as sugeegted itr their ncw
proposcd cxterior alterations with rcspect to the turret feafiups on the botel rooffop.
The firc to tho hotol is si not an acccptable iustification !o
fundamcntally the 1999 Plan. The Towu, and thc DRB, must not permit
Marriott to avoid thsir oommimeils under tho Settlemcnt Agreemeut, and, in cffect,
attarpt to terminate that agreemerrt,
PC;o 93 80t
SENT 8Y3(iRIIISHAW E HARRINO,3038393800-l 9?01?S2452if 4
GeorgeRutlcr
Mach 16,2001
Page 3
In oouclusion, Vail lvlsrriottto dcviatc
the in tho 1999 Plan and rclated
Agreement. In Vail Spa's view, any attcrpt to modi& the 11199 Plgr
contaryto the Settlement Agrccmeot aswell astheUonsheadRcdwelopmentMastsrPlaq ad all
rclorrant dcsign rEvisw proccs;€s md stsndsrds, Thus, that aspcct of Mariott's na'propoeal whioh
reletes to the two rooftop turrst fcafires must b€ rcicctcd bv thp DRB. Thank pu.
Verytulypur6,
GRIMSHAW &HARRh[q
PCi 3-r0-01 i 2:41Pll;
O
bfffitrA
Gilbed F, lvlsNeigh
Dcsigp Rwiew Board
Al and Loma Hauscr, Vail Spa Condominium Assoaiation
HcnryPratt
4-.-
Gnll Itl\lllfi ft lrhf&t4rDd (-,
SENT BYsGRIIISHAU/ & HARRING'PC;o3-10-01 ; 2341Pll ;30303s3800+s704?92452;S 5
IVft. GilbertF. McNeish
C.rrimshaw & Haniug
1700 Lincoln Stroet, Suite 3E00
Denvcr, CO 80203'4-.-
Rc: Ordinance No. 10, Series of 1999, Amcnding Maniritt Spesial Developurent
DistictNo. T
DearMr.McNeish:
This lett€'r is intcnded to formalize the agrcement between Vail Spa Condominium
Assooietion (,'vail spa,') and Host Marriott, L.P. ("HMC") that was reached last week'
Agree'mcnt
1. HMC agrees to promptly submit and diligently pursue, in goo! faittu an
apptioation to the Towu of Vaii to amcad Spocial Developmcnt Distict No' 7' Man'iqtt's
Mormt"io ncsort at Vail, whichrcflacb the changes illusEatcd on the attached Exhibit A and set
forth in this Bgr€€NneoL HMC and the Vail Spa agree that the cbanges set forth in the attashed
Exhibit A rrJthis agreement do not alter the basic intJeut and character of Special Development
Distict No. 7 and are consistcnt with the desigr oritcria set forth in Chapter 9 of the Town of
vail zoning Regulations. HMC agrccs that its applioation shall bo mado in the form of a minor
amc,ndmJto a Special Dwelopment Distict as sor fortlr in Section 12'9A of tho Town of Vail
ZoniqgRcgulations. 4- - ..
. Z. Vy'ifh respoot to the modification of the pyrramid sbilsture on page I of Exhibit A'
HMC agrees that thc amcudrnent application shall redrrce the hcight and mass of the pyranitl
stuatui as generally relected on fxniUit A. It i6 inecrdcd tbat this amendment will carue thc
heigbt of th;p]'ramid structtsc to be lowered by 7 fcet, thercby resulting in an overall reduction
i" i"ru of tne pyrunia shuchEe. of app3oximately l0%. HMC agrces that its applicatiouwill
iacluilo oonditions that therc shell be no IIag poles, flags, pe'nnants, wires, towers' antennas, or
any other shrctur€s or oxteusious of aay lrind attashed to Eny pert of the pyramid sEucfirre'
irrespectivc of whether such attapluuqrte de tenporaly or pelmanent in natus' HMC agfcos that
its application will also inolude conditions that there shall be no orterior li8hting of or on the
pyrarfd stusfirre.
I.I'I
HOsT MARRIATT
o o I I O I A? I o aa
Scptember I, 1999
CHTIITOFX?I B. TswNrEnI,
3rxrEa Vrcr Faaalotll?. Bat{aaaL 9OUXr'L Ai'O gorPo'at'! E'6i'r"r
fo40o F!rirwoDo RE^o. otat. tag t!r'r!'D^' Mo 20ot 7'l I o9 agr'tBO"'5''1 F r !ol'!ao'tlts
l|.t:rrll: cxallatotrsE.TosxrtxIt@tt^"lorr' Eoi'
PCioSENTBY: GRIIISHAW & HARRING'3-16-01 ; 2:4lPll ;
Gilbert F. McNeish
Septembu I, 1999
Page2
3 03 83 93800+I 9704?82452iS 6
4-
3. With respcct to thc modification of the northwest elwator towcr of fte Gore
Cfeek Club on prge 2 of Exhibit A, HMC agreas that the anmdmcnt application shall reduce the
height and mase of the clwator tower qs generally rcflcctcd on pege 2 of ths Exhibit A' It is
intcniled that thc urendnent will lowcr the height of the eleva0or tower by epFoximatoly 3 fcot.
HMC agrecs that its application will includc conditions that there shall be no llag polo$ fiags,
pennauts, wires, towctrd, mt nnas, or any othcr stnrctfics or ortdrsions of any kind attached to
any part of the elwator towcrr, ircspeotive of whothcr such attaohmcnts 8rc t€mPorary or
pe,rmanent in uature. HMC agreeo tbat its applicadon witl also include conditions that there ehsll
be uo extaior liglting of or on tho olevator tosf€r.
4. With rcqpect to the modification of the arca bctwoen the cxisting Manio$
ctruchrtt and tlrc Gore Ctcelc Club and the pedcstsiau walhrays on thc Marriottpropcrty as
rcflected on pago 3 ofBrhibit A, HMC agreco that thc anendmeot ryplication shall add the
additional walhrayo and landrcaping as generally reflected on pagc 3 of Exhibit A. HMC agrees
that the additional walkways ahall have adequatc lighting and that provisisr will be made for
regular snow rrcaoval.. HMC agrccs that the additional laudsceping feafurco along the walkrvan
as-cxtcnded, shall be generally similu in character, quaity nld guantiry to other on site
pedesbian walkrnrays, shall be suffisient to dwolop I s€nse of continuity between and connwtiou
with ttre iutcnsivcly landsoapcd intcrior of the Mardott property and lVest Lionshead Circlc' md
shall be dcsiglcd to crcatc au iuviting pedestiau envirorunent.
5. HMC'g obligation to comply with paragraphs 2,3 and 4 above shsll be subject to
all oodes, ordinancee, nrleq and regulatioas (fedcrat st8te and locsl) goverrri4g Marriott's
Morurtain R.eeort at Vail. In thc evenrt that any contlition oontained herein conflicts with any
code, ordinancc, mle or rcgulation (fodcnal, statc, or local), HMC shall comply with thc codc,
ordinauca, nrle or regulatiJn and euch compliancc shall not bc deemcd e brcach of this
agr€€0rent
6. HMC and Vail Spa agreo that, if accqtrble to the Town of Vail only thoee
portions of thc dwclopment plans that have been reviscd to rcflect the chaqgcs contcnrplatcd by
thie Agreemcnt need to be submitted a5 part of ths minol amendmenl applioation.
(
SENT BY:ORIITSHAT' & HARRING, PE 3-10-01 ; 2:42P1I ;
.J
3038393800-)9?04?S2452;* 7
Gilbe,rtF. McNeish
Scptemb* t, 1999
Pagc 3
7. Within trve (5) dayo aftcr thc datc upon which the amendments contccplated by this
lotten agreerneut becomc firlly cffective urd a Snalpart of Speoial Dwelopmmt Dietrict No. 7,
vail spa agrecs to dismiss, with prejudicc, case No, 99 cv 4l l in Eaetc Coung Dietiot Court,
State of Colorado,{-..
The terrns set forth abovc are agrwd to by vail spa condominium Assciation on thicz,r day of 1999. Signcd and agreed to this rtay by
fl t A Ftc.t A H
^u
tElz. (print name), who bas the authority to aot on
behalf of Vail Spe Coudominiuur Aseociation.
,. :aa/a"P---'-
Nane
General Men;rga.r
Title 4-..
4-'-
2:42Pfl ;3038393800{9701?S2452;*
NO.OI9IP,24EJf
nII mil
ON- PHA9E III'1.IE3T ELEVAT
EXHIBIT A
Page I
SENT BY:GRIISHAI & HARRING, P!!.3-10-01 ; 2:43Pll ; 30383s3800'r g?04?s2152;* gI.U
|*ElsAtre. t?, 1999,'. lr34Plrl5r'rT l.lEST PnRTT€R9rffrFr'rtt.t.lr'r'+tj*{*f|o ' 6tf-np' S4E
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NORTH ELEVATION
IEALE lLr r lr'of
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__ lage 2
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SENI BY:GRIi|SHAUI & HARRINO' Pqi 3-IE-OI
. AJC,t?,1999 1!36P!l tfr, r*,
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.tltp)l
Gnrusrraw & Hennrwc
A PROI'ESSIONAL CORPORATION
ATTORNEYS AT LA.w
SUITE 3800
WELLS EARGO CENTER
17OO LINCOLN STREET
DENVER, COLORADO 80203-4538
TET.EPIIONE (303) 839-3AOO
TELEGOPTER (gO3) 839-3838
E-MAIL l{A.r LBox@ GR r MsE^wlIARRtNG.colt
Gilbert F. McNeish
303-839-3722
gmcneish@ grimshawharring. com
www. grimshawhaning.com
March 16.2001
George Ruther, AICP
Chief of Planning
Depadment of Community Development
Town of Vail
75 S. Frontage Road
Vail, Colorado 81657
Via Facsimile 970-479-2452
Re:Marriott Hotel - Proposed Exterior Alteration - Design Review Board
Dear George:
I am writing to you on behalf of the Vail Spa Condominium Association ("Vail Spa')
conceming the proposed exterior alterations to the Marriott Hotel pending before the Vail Design
Review Board ("DRB").
When this matter was first considered by the DRB on Wednesday, March 7, 2001 for
conceptual review, I indicated to the DRB that Vail Spa would be primarily concerned about any
aspect of the proposed exterior alterations which deviated from Marriott's 1999 exterior alteration
plan (the "1999 Plan') previously approved by the Town. Vail Spa is especially sensitive to any
height increase for rooffeatures under the new proposal which causes an additional obstruction to
existing views from Vail Spa when compared to the 1999 Plan.
While we have not received the new materials which the DRB asked Marriott representatives
to submit for the next DRB hearing on Wednesday, March 2l , 200 I , we have had an opportunity to
review the proposal based on the materials and comments presented by Marriott's representative,
architect Henry Pratt, at the DRB's conceptual review meeting. Based on our review of those
materials and the representations made by Mr. Pratt, Vail Spa has the following observations and
conclusions: .
./
George Ruther
March 16,2001
Page2
1) The current proposal to make exterior alterations to the Marriott now includes two
new large turret structures above the existing roof line which are not part of the
approved 1999 Plan.
2) Each proposed tunet departs significantly in terms of height and configuration from
the roof desigrr which was approved under the 1999 Plan. The west turret appears
larger and is seven feet higher than that which was approved in 1999, and the east
turret appears significantly I wger andis22 feet higher than the structure approved in
1999. As a result, there is a substantial increase in obstruction to the view from Vail
Spa to the mountain when compared to the 1999 Plan.
3) The increased silhouette of the proposed east turret structure when compared to the
1999 Plan represents at least a 50%o or more increase in view obstruction of the
mountain for Vail Spa. Maniott's new proposal is represented by Mr. Pratt as a
reduction in overall mass of the east structure when compared to the 1999 Plan, but
by any reasonable measure, such reduction in overall mass is not meaningful for Vail
Spa when the increase in height and the form of the proposed turret cause a
substantial enlargement in the structure silhouette which obstructs the mountain
view.
Most importantly, the new proposal byMarriott for exterior alterations fundamentally
violates the settlement agreement (the "Settlement Agreement") entered into between
Host Marriott Corporation and Vail Spa dated September 1,1999 (copy attached)
which lead to the approval ofthe 1999 Plan. In l999,Yail Spa appealed the Town's
approval of Marriott's Special Development District ("SDD") application, including
exteriorrenovation designplans, inthe Eagle CountyDistrict Court (case number99-
CV-411). After further negotiations with Marriott, Vail Spa agreed in good faith to
dismiss that case in reliance uDon the 1999 Plan and the terms of the Settlement
Agreement.
The 1999 Plan as reflected in the Settlement Agreement was the result of long,
sometimes difficult, yet productive settlement negotiations with Marriott concerning
exterior building design matters. There is no compelling reason or justification
which should permit Marriott to renege on their prior commitments to the Town and
Vail Spa, and to fundamentally deviate from the 1999 Plan as suggested in their new
proposed exterior alterations with respect to the turret features on the hotel rooftop.
The fire damage to the hotel is simply not an acceptable justification to
fundamentally change the 1999 Plan. The Town, and the DRB, must not permit
Marriott to avoid their commitments under the Settlement Agreement, and, in effect,
attempt to terminate that agreement.
4)
5)
George Ruther
March 16,2001
Page 3
In conclusion, Vail Spa obj ects in the strongest terms to any proposal by Maniott to deviate
from the height and silhouette of the rooftop features in the 1999 Plan and related Settlement
Agreement. In Vail Spa's view, any attempt to modif the 1999 Plan conceming these features is
contraryto the Settlement Agreement as well as the Lionshead Redevelopment MasterPlan, and all
relevant design review processes and standards. Thus, that aspect ofMarriott's new proposal which
relates to the two rooftop turret features must be rejected by the DRB. Thank you.
Verytrulyyours,
GRMSHAW & HARRING,
6WA"
Gilbert F. McNeish
Design Review Board
Al and Loma Hauser, Vail Spa Condominium Association
HenrvPratt
Gr\13 I 53\l \Lrutherletter2.*Dd
ETEt.E'{
Ht]sT MARRIOTT
September 1,1999
Mr. Gilbert F. McNeish
Grimshaw & Harring
1700 Lincoln Street, Suite 3800
Darver, CO 80203
Re: Ordinance No. 10, Series of 1999, Amending Marriott Special Development
District No. 7
DearMr. McNeish:
This letter is intended to formalize the agreement between vail Spa condominium
Association (,,vail spa") and Host Maniott, L.P. ("HMC') that was reached last week.
Agteement
l.HMCagreestopromptlysubmitanddiligentlypursue'ingoodfaith,an
application to the Town of Vail to amend Special Development District No. 7, Marriott's
Mountain Resort at Vail, which reflects the changes illustrated on the attached Exhibit A and set
forth in this agreement. HMC and the vail spa agree that the changes set forth in the attached
Exhibit A and this agreement do not alter the basic intent and character of Special Development
District No. 7 and are consistent with the design criteria set forth in chapter 9 of the Town of
Vail Zoning Regulations. HMC agrees that its application shall be made in the form of a minor
amendment to a Special Development District as set forth in Section 12-9A of the Town of Vail
Zonng Regulations.
2. with respect to the modification of the pyramid structure on page I of Exhibit A"
HMC agrees that the amendment application shall reduce the height and mass of the pyramid
structure as generally reflected on n*itiuit A. It is intended that this amendment will cause the
height of the pyramid structure to be lowered by 7 feet thereby resulting in an overall reduction
in riass of the pyramid structure of approximately l0%. HMC agrees that its application will
include conditions that there shall be no flag poles, flags, pennants, wires, towers, antennas, or
any other structures or extensions of any kind attached to any part of the pyramid structure,
irrespective of whether such attachments are temporary or permanent in nature' HMC agrees that
its application will also include conditions that there shall be no exterior lighting of or on the
pyramid structure.
CHRtsTopHER G. TowNSEND
s'NroR vrcE PREstoENr' GEN€RAL CouNsE! =€ca"aFY
fO4oO F€RNwooo Roao. E)Ecr- 923 E'EaH€so^ MO 20€l?_l l09 30t-3e1-'75''|4 Far 3ol 3Elo_35E|€|
cHRr sroPsER ' rowN s'N o(qM ^r ero t r ' co -
Gilbert F. McNeish
September 1,1999
Page2
3. With respect to the modification of the northwest elevator tower of the Gore
Creek Club on page 2 of Exhibit A, HMC agrees that the amendment application shall reduce the
height and mass of the elevator tower as generally reflected on page 2 of the Exhibit A. It is
intended that the amendment will lower the height of the elevator tower by approximately 3 feet.
HMC agrees that its application will include conditions that there shall be no flag poles, flags,
pennants, wires, towers, antennas, or any other structures or extensions of any kind attached to
any part of the elevator toler, inespective of whether such attachments are temporary or
permanent in nature. HMC agrees that its application will also include conditions that there shall
be no exterior lighting of or on tJre elevator tower.
4- With respect to the modification of the areabetween the existing Mariott
structure and the Gore Creek Club and the pedestrian walkways on the Marriott properfy as
reflected on page 3 of Exhibit A, HMC agrees that the amendment application shall add the
additional walkways and landscaping as generally reflected on page 3 of Exhibit A. HMC agrees
that the additional walkways shall have adequate lighting and that provision will be made for
regular snow removal. HMC agrees that the additional landscaping features along the walkway,
as extended, shall be generally similar in character, quality and quantity to other on site
pedestrian walkways, shall be sufficient to develop a sense of continuity befween and connection
with the intensively landscaped interior of the Marriott property and West Lionshead Circle, and
shall be designed to create an inviting pedestrian environment.
5. HMC's obligation to comply with paragraphs 2,3 and 4 above shall be subject to
all codes, ordinances, rules, and regulations (federal, state and local) governing Marriott's
Mountain Resort at Vail. In the event that any condition contained herein conflicts with any
' code, ordinance, rule or regulation (federal, state, or local), HMC shall comply with the code,
ordinance, rule or regulation and such compliance shall not be deemed a breach of this
agreement.
6. HMC and Vait spa agree that, if acceptable to the Town of vail, only those
portions of the development plans that have been revised to reflect the changes contemplated by
this Agreement need to be submitted as part of the minor amendment application.
Gilbert F. McNeish
September l, 1999
Page 3
7 ' Within five (5) days after the date upon which the amendments contemplated by this
letter agreement become fully effective and a final part of Special Development Diskict No. 7,
Vail Spa agrees to dismiss, with prejudice, Case No. 99 CV 4ll in Eagle County District Court,
State of Colorado.
The tenns set forth above are agreed to by vail spa condominium Association on this
, 21
=
day of septembsr . 1999. Signed and agreed to this day by
(print name), who has the authority to act on
behalf of Vail Spa Condominium Association.
General Manag,ar
Title
.a19IP.2,/4-oPARTNERmN0
:
glAuc,17,19991 1:34PilrF 'r I^IEST
l2
a,l6
ON- FHASE II
F.^-:'.KfH::-_..-... _-.-t_
:r!!rml
r\EgT ELEVAT
EXHIBIT A
Page 1
oo
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EXHIB IT
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EXHIBITA-page3
15 March 2OO1
George Ruther
Town of Vail Community Development
Vail, Colorado 81657
Re: submittal and response to DRB requests re: application for Marriott reconstrustion
Dear Mr. Ruther,
Thank you for your letter of March 8 detailing our submittal requirements and the comments
from the March 7s DRB hearing. You will please find attached the following submittal items
requested.
r . Building elevations- with the north elevation showing the future proposed porte
cochere and the previously approved (but no longer proposed) Gore Creek Club.
r Existing and proposed floor plans on 1 1x17 paper. Please note that bath
layouts are not fixed yet and may change. This will not affect the key count.
r Photo overlays are not being submitted now. Accurate 3D base information is
very time consuming to generate and the overlays will be presented at the
meeting on the 21"r.
o The exterior materials list is being resubmitted. A sample board and/or material
samples will be presented at the meeting.
o North/south section.. Roof plan.
o An exterior lighting plan is not attached. The UBC requires a light at each
exterior door. We propose to install fully shielded step lights in the walls at 30"
above the balcony deck. A cut sheet is provided here but the light fixtures do
not show up on the elevations. These lights will be painted to match the
stucco.
. Letter describing compliance with the Lionshead architectural design guidelines.
r Staking of the turrets will not be possible for the pre-meeting walk-through on
March 21"t, Per our discussion, we will mark the heights of the turrets using
poles and will photograph them from several vantage points. These will be
presented at the meeting. lf this is a problem, please let me know.
In response to the issues raised by the DRB at the conceptual review on March 7b, please
accept the following information.
George Ruther- Marriott DRB response
15 March 2001
page 2
The Board's request for volume calculations is quite unusual. I understand that they are
looking for a way to justify the added height of the "landmark" elements in the new design
with a comparison to the previous design, but to do so using a guantative comparison of
volume is setting a dangerous precedent that is neither referenced nor inferred in the Design
Guidelines. Please refer to the top paragraph on page 8-20 of the Architectural Design
Guidelines to find that there are no numerical height (or volume) limits for chimneys and
towers. Furthermore, there is no mention anywhere in these Guidelines that the height of
these elements should somehow be tied or related to the Absolute Maximum Height. I also
note that in the 1999 proposal for Phase 3, it was new roofs above the existing roof level
that were approved. In this proposal, it is a chimney tower and revised elevator penthouse
roof/tower that are being proposed. That said, the numbers requested are:
West roof:
West tower:
East roof
East tower:
West roof:
West tower:
East roof & elev penthouse:
East tower:
1999 volume abv existing roof
2OO1 volume abv existing roof
: 1999 volume abv existing roof
2OO1 volume abv existing roof
1999 volume above 82'-6"
2001 volume above 82'-6"
1999 volume above 82'-6"
2OO1 volume above 82'-6"
= approx. 11,072.7 lf: approx. 2,959'0 ft3
= approx 3,664.8 ft3
: approx 3,628'9 ft3
: approx. 2,584.3 ft3
: approx. 1,212.7 lf
= approx 5,761.1 ft3
= approx 8,753.7 ft3
Please note in the last set of numbers that approximately 3OOO ft3 of the 8753.7 ft3 occurs
below the top of the existing elevator penthouse. This distortion is not found when you
compare the amount of new volume proposed above the existing roof in 1999 and 2OO1
(the top numbers). Also note that the volume calculations for 1999 do not include the
volume of the large-overhang mansard roofs which are not being proposed now. lt is for
reasons fike this that I prefer that the DRB make a subjective comparison of volumes then
and now instead ol a quantitative comparison.
As discussed with you on Friday, March 9th, I have looked carefully at the possibility of
making the walls of the top floor slope in the style of a mansard roof . This is not a problem
on the north side between the vertical elements and I have modified the drawings to show
this. This is a significant problem on the west and south sides where this wall will in some
places be two stories high and will be completely blank. lt would also interfere with the
other roof form that wraps the building. These two story portions of a new mansard wall
would require new structure to implement and therefore this is not a reasonable request by
the DRB. A mansard approach also does not make sense on the recessed top floor at the
south side where the asphalt shingles will be in direct contact with hotel guests using the
south roof decks, For these reasons, I have not changed the drawings.
On Friday we also looked at possible designs for roof of the south-west corner of the Phase
3 wing of the hotel. The design I showed you is indeed a significant improvement to the
design of this corner. But again, this would require significant new structure and would
provide little benefit to the public or neighboring properties. This corner of the hotel is
behind the parking structure and does not front on any significant public way so cost of this
improvement is not warranted. As I have stated previously, if I am given extra money to
spend, I can think of better places to put it that would provide far greater public benefit. I
will make minor modifications to the detailing of this portion of the building.
A detail drawing of the railings will is attached hereto. For the record, we are proposing
clear-coated raw steel (pewter color per the sample shown last meetingl with 2" dia top
rails(s) and posts, 1" dia bottom rails, and Tz" square solid vertical pickets. Certain railings
wilf omit the second top rail and have %" by 3 % " diagonals at the inside face.
The comments about our long unbroken eave line deserve a brief response. On page 8-2O,
you will note that the actual wording is to "avoid monotonous, unbroken tidge lines" and
there is no such prohibition against continuous eaves. lt is our opinion that this eave is
actually a positive attribute since it ties the building together as it changes form on the
various elevations. Since the proposed vertical elements in our design do indeed break up
the ridge line, we feel that the proposed design complies with this design guideline.
In response to the comments about the need for more dormers at the top level, I have added
additional dormers to the north elevation. With regard to the configuration of these dormers,
I still feel that projected dormers are more in keeping with the intent of the Design Guidelines
as they relate to this design and would prefer to retain them. I will present both options to
the DRB on the 21"t with photographic evidence intended to support my position.
In response to the suggestion for windows in the vertical element at the east end of the
north elevation. I would like to offer that the necessary control joints in the stucco will
provide some visual interest in this area. As stated in the first DRB meeting, I feel that
windows would work against us when the realities of what will exist behind these windows,
i.e. housekeeping storage, is factored into the equation. lalso repeat my assertion that this
element is above and behind the porte cochere and have now shown it on the elevation.
With regard to the Board's suggestions on changes to the color scheme, I would like to point
out that the intent is for the building to have a traditional, more simple alpine feel with the
color coming from the roofs and the architectural details- an approach very similar to the
critically acclaimed (and far more expensive) Sonnenalp Bavaria Haus. I also feel that the
Sonnenalp Austria Haus is poor comparison because our building structure is already built
and the context for the Austria Haus is far more pedestrian and urban. See below for photos
showing famous alpine hotels which illustrate my point. This approach is certainly within
the intent of the Design Guidelines (see
I will implement the Board's suggestion to increase the color intensity difference in the colors
of the fagade and the main body of the building by darkening the color of the stucco at the
building shell. However, I am not in agreement on applying a third color to the vertical
elements. I worry that by coloring this stucco to look like something different we run the
risk of dating or cheapening the look.
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George Ruther- Marriott DHB response
15 March 2OO1
page 3
Thanks for the help and we look forward to settling all
Sincerely,
GWATHMEY P,RATT
'CHUITZ
ARCHITECTS, P.C.I / i//-/A1l'/,/l
Henry R. Pr€r.-'tt, AIA
issues on the 21"t
15 March 2OO1
George Ruther
Town of Vail Community Development
Vail, Colorado 81657
Re: Master Plan Guideline compliance re: application for Mardott reconstruction
Dear Mr. Ruther,
As requested, please accept this letter which details compliance of the proposed Vail
Marriott Phase 3 reconstruction with the Design Guidelines in the Lionshead Master Plan.
As I have stated all along, this is not a redevelopment as envisioned in the Master Plan. lt is
a loconstruction subsequent to a fire. The difference is significant because ol the unplanned
loss of service and business interruption. This loss is magnified since this wing constitutes a
large percentage of the total key count at the Marriott and the rooms were the newest and
most flexible in terms of the ability to create suites of rooms.
Inreferencetosection5.l3.l of theMasterPlan;tomyknowledgenonewdevelopmentis
currently being planned on or at the location of the existing parking structure. This
application therefore neither promises nor implies that any upgrading of the other buildings in
the Vail Marriott Resort complex will take place.
Additionally, there are no site considerations associated with this reconstruction and none
are proposed in this application.
The reconstruction schedule does not allow the time or the budget to even attempt to fully
comply with the Design Guidelines. However, in section 5.13.3, the Master Plan clearly
acknowledges that full compliance is unlikely and should not be used to discourage exterior
renovation. fn section 8.3.1 it goes further to say that "any meaningfuf' elforls to enhance
existing buildings to meet the design intent should be seen as positive progress. Simply put,
we are not expected to meet the full extent of the Design Guidelines nor should we be
penalized in any way for do so.
George Ruther- Master Plan Compliance
March 15, 2OO1
Page 2
In the vision statement at the beginning of chapter 8, it talks about the architecture of
Lionshead becoming "timeless" and based on "historical alpine references". Furthermore in
section 8.3.3 roofs and building surface treatment are listed as high priorities. The primary
elements in the proposed new design for Phase 3 are the roofs. The fire has provided an
opportunity to construct a simple 9:12 roof around almost all 4 sides of the building. This
new roof also is at a lower level than the existing flat roof parapet and serves several
purposes- to lower the apparent height of the building and to tie together the different blocks
of building mass as this roof traverses around the building. We are also proposing to add
turret structures to the top of the elevator penthouse and at the boiler stacks. The style of
these turrets is intended to promote the impression of an alpine setting.
The other high priority in 8,3.3 that we can readily address is building surface treatment.
The new design replaces the vertical wood siding (it is not T1 -1 1 ) with EIFS stucco. This
stucco can be articulated in different ways to change the look of the building and break op
the monolithic appearance. Windows. mostly sliding doors, are proposed to be replaced
with larger units that have a French door appearance. And finally, the apparent mass of the
building is being reduced substantially by removing the existing outer skin and allowing the
balconies to express themselves openly and honestly. The balcony railings are now more
transparent and provide another opportunity for color and detail. In doing all these things we
are addressing high priority goals of the Master Plan.
ln constructing the new 9:12 roof, we are complying with the wishes of section 8.3.4'2'
In replacing the existing doors and windows, we are complying with the wishes of section
8,3.4.3, To the extent that we can, we are enhancing the window detailing with wood
headers.
To meet 8.3.4.4 we are replacing the vertical wood siding siding with EIFS wich not only
upgrades the appearance but improves thermal performance.
To meet 8.3.4.5 we are providing increased detail at the balcony railings, the eave lines, the
turret detailing, and by the addition of wood beams and brackets where appropriate.
Section 8.4.2.2 talks about building form and massing. We do have an existing structure in
place but we are proposing to alter the mass and form of this building significantly. The new
roofs, the shifting of the top floor more toward the building center, the increased emphasis
on existing vertical elements, the creation of new vertical elements, and the removal of the
outer building skin all combine to change the form and mass away from the monolithic shape
that stands there today. These all work to satisfy the goals of 8.4.2.2
George Ruther- Master Plan Compliance
March 15, 20O1
Page 3
Section 8.4.2.3 addresses building height. Finished grade (the basis for measuring eave
heightsl for the north and south elevations of the Phase 3 wing is so different that they must
be evaluated differently, On the north side the mass of the convention center sits in front of
the building mass. The initial eave height is actually at about 13'. The building then steps
back almost 75' to where the Phase 3 tower actually sits. The existing flat roof parapet has
an eave height of slightly more than 69'. The proposed new roof has an eave height of
slightly more than 53' so this roof brings this fagade into Master Plan compliance. We are
making another change to the building mass which will step the third face of this elevation
back another 7'. lf the goal of these height rules is to articulate this fagade, the changes we
are proposing do just that. On the south side the building eave heights remain the same as
before but the proposed new roof and changes to the top floor make the height articulation
more dramatic and more noticeable.
Underthe heading of "Wall Surface Criteria" on page 8-18, there is a requirement that no
face of a building extend more than 35' vertically without a step back. Due to the outer skin
on the existing building, it does not comply on any face. By removing this outer skin (the
exoskeletonl we are able to make significant and substantial strides toward meeting this rule
on three of the four elevations {and the fourth, the east, is blocked by the Phase 2 building
anyway!. In this case we cannot fully comply with letter of the rule but we do completely
satisfy the goal of preventing "large, unbroken planes in the middles of building faces".
Based on an interpolated existing grade at elevation 8120 (elevation 83 on our drawings),
the existing flat roof height is at approximately 76'. This is also the Average Maximum
height. Existing structure prevents us from changing this.
The existing elevator penthouse is exempt from this calculation as defined at the top of page
8-2O. Even so it is an eyesore. We propose to reduce the lateral mass and cover it with a
turret style roof. At the east end of the north elevation we are propsing another turret to
conceal the boiler vent stacks. These proposed new turret elements (one a chimney, the
other a modified elevator penthouse) qualify as "special landmark building elements" under
the definitions on page 8-2O. As such they are exempt from numerical height limitations in
the Master Plan. They also serve to satify the list of goals at the end of the top paragraph
on page 8-2O; they break the ridge lines and they provide visual interest by means of varied
peak heights and roof forms. These elements do therefore comply fully with the rules and
intent of the Master Plan.
It would be hard to say that the existing Phase 3 building has a distinguishable base middle
and top. The changes we are proposing go a long way to meeting the intent of section
8.4.2.4. On the north side, the conference center remains the base and our new roof line
clearly defines a middle. The articulation of the top floor is intended to give the impression
of an attic level within the roof, atop. On the south side , we propose to use EIFS in a
darker color to provide a base, We have a clear middle and again above the new roof we can
see a penthouse level, a top,
George Ruther- Master Plan Compliance
March 15, 2OO1
Page 4
The Phase 3 wing is not a part of any real pedestrian experience and the south elevation is
not a "street level wall". Therefore we are not required to meet the 30' rule defined on page
8-22. Our building middle does however satisfy the parameters on page 8023. They are
quiet but not "banal". The articulation comes not from building mass changes but rather
from balconies of varying lengths. balcony railings with varying patterns, window headers
and variations in fenestration. The proposed design certainly meets this Design Guideline.
ln terms of general wall materials, we comply with the master plan. The existing stone
veneer at the north west corner of the Phase 3 wing satisfies the design intent for materials
and the changes we are proposing for the south side, including the expression of arches
improve the expression of base there. Our middle materials are predominately stucco with
wood beams and brackets (or wood colored stucco- we have a code issue here that is
ignored by the Master Plan and will be a problem for all other large Lionshead
redevelopments).
We are proposing to replace the existing bronze aluminum storefront sliding type doors with
two types of clad aluminum French doors with insulating glass and a custom color. The
majority of doors will be French sliders but we will also install some true French doors at
locations where windows are being upgraded to doors with a French balcony, These doors
and how they are placed meet all the requirements of section 8.4.2.5.
Existing structure is the controlling factor with regard to the proposed balcony design for
Phase 3, However the balconies do vary in with in the new design and the high parapet
guardrail walls topped with pipe rails are being replaced with a more open and honest
expression. Guardrail material is clear coated steel for a weathered pewter color and we are
proposing two different designs depending on location. This is within the intent of section
8.4.2.6.
Section 8.4.2.7 states that roofs in Lionshead should attempt to emulate the gabled roof
forms of European alpine villages. The existing monolithic flat roof of Phase 3 does not
comply with this intent and the existing structure makes any significant changes difficult.
This is why we are proposing to add a 9;12 roof that runs around three sides of the building
and to add the turrets at the boiler vent and the elevator penthouse. And as requested on
page 8-33 we are adding the expression of structure to the newly expressed eaves. Since
these roofs are all secondary roofs the 24" overhang complies with the Guidelines. The
proposed material, heavy duty asphalt shingles, complies with the Guidelines as well.
Snowguards will be installed on the west and south sides since thses are the only places
where life safety is an issue. The design will comply with the guidelines.
George Ruther- Master Plan Compliance
March 15, 2OOl
Page 5
The paragraph on dormers in section 8.4.2.7 allows quite a bit of latitude in their design. I
have proposed gabled dormers at the top floor north side and the DRB has asked to see
recessed dormers. I will present alternatives of each type at the next meeting but both
types apparently comply with the guidelines. I prefer the gabled type because they are most
consistent with the type of roofing proposed and are more compatible with the intent to
express an attic space. They also fit better with the Guideline intent for gabled roof forms in
Lionshead.
Relative to section 8.4.2.8, all fireplaces at Phase 3 will be direct vent gas appliances as
required by the building code. Since a chimney defect caused the fire, we are proposing that
all fireplace units be vented through the wall. Unlike the Austria Haus where these wall
terminations were painted to match the wall and have subsequently become discolored with
soot, we propose that they be painted to match the doors. We therefore have no real
chimneys at the roof except the boiler vents. These are being concealed inside the turret
and the only evidence of exhaust will be the open grating in the turret roof on the east side-
the least visible.
Section 8.4.2.9 requests that detail be added to the architecture of Lionshead to give a
sense of "heritage, culture, and artistry". Opportunities to add detail at Phase three are
limited to the roof and the building middle. The addition of or expression of structure is
where we take steps to address this Master Plan desire. The articulation of the balconies, in
strong contrast to the existing design also address this goal. The steps we are proposing
therefore comply with the intent and the limitations defined in this section.
Finally, as related to the issue of color as addressed on page 8-25, we feel the proposed
palette complies in both the intent and the letter of the Guidelines. Our proposed palette is
simple and subtle, reminiscent of the hotels to be found in alpine resorts and compatible with
the mountain environment (see attached page of photos). We feel that the use of several
strongly differentiated colors will create a "patchwork" look that is prohibited by the
Guidelines. Our accent colors are those of weathered wood and the gray of pewter steel of
the railings. The roof will also be the weathered deep gray of a stone roof. The base color
on the south side will match the stone that currently exists at the west end and at the Hotel
entrance. These all combine to create a building that is not loud and which has the timeless
traditional feel of an alpine hotel- returning again to the primary intent of the Design
Guidelines as expressed in the Vision Statement.
Sincerely.
Pratt, AIA
TZ ARCHITECTS. P.C.
TOWNOFVNLIT
75 South Frontage Road
Vail, CO 81657
970-479-2138
Fr'.x970479-2452
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Depotment of Community Development
75 South hontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
March 8,2001
Mr. Henry Pratt
Gwathmey, Pratt, Schultz Archilects
1000 Soulh Frontage Road West
Vail, Colorado 81657
Re: Design Review Board Application for the renovation of the Marriott Vail Mountain
Dear Henry,
Thank you for appearing before the Town of Vail Design Review Board on Wednesday'
March 7h for the conceptual review of the proposed renovations to the Marriott Vail
Mountain Resort. The purpose of this lelter is to provide you with a written list of
materials that must be submitted to complete your application and lo provide you with a
summary of the comments shared by the Design Review Board members'
Pursuant to Section 12-7H-7 of the Town of Vail Zoning Regulations, in part, the
alteration of an existing building shall be reviewed by the Design Review Board in
accordance with Chapter 11 of the Zoning Regulations.
According to Chapter 11, Section 12-11-4, Materials 1o be Submitted: Procedure'
prescribes the materials that shall be submilted to the Administrator for the review ol a
Design Review application. Upon review of the submittal requirements, I have
determined that there are a number of items lhat are not relevant to the review of the
Marriott renovation proposal. Therefore, I am waiving the requirement to submit the
following items;
o Survey. Title Reporto Dralnage Plan. Utility Verification Form. Landscape Plan. Sign Plans. Erosion and Revegetation Plan. NPDES Permit
{p **uo"o
. Phasing Plano Site Plan
You are required to submit the lollowing items;
. Building Elevations (w/ Gore Creek Club on the north elevation)
r Existing and Proposed Floor Plans for those areas of the hotel that are
atfected by the renovation. Photo overlays comparing the proposed changes to the 1999 approved
plans.
r An exterior materials list and sample boardo A N/S section drawing(s)r A Roof Plan with proposed elevations. An Exterior Lighting Plano A wrilten letter describing how the proposed plans comply with the
architectural design guidelines as described in the Lionshead Redevelopment
Masler Plan.. Staking atop the building to illuslrate the proposed turret heights and
configurations.
On March 7rh, the Design Review Board provided input with regard to the proposq!
renovation plans. Below is a list of the commenls ancl/or questions raised by lhe Board.
Please be prepared to respond to each of the following comments or questions at the
March 21, 2001 , meeting of the Design Review Board;
o What was the volume ol the building above 82' in height on the approved plans and
how does it compare to the volume of the building above 82' in height on the
proposed plans?. Please explore the option of constructing a mansard-style rool in place of the
proposed vertical stucco wall.. Please explore design options for the southwest corner of the hotel and alternatives
to the proposed flat roof design. A slight change in exterior materials or materials
application may be approvable.r Please provide a detail drawing (typ.) of lhe proposed balconies and railings.. The color scheme as proposed needs to be improved. Please review the Lionshead
Redevelopment Master Plan for direction and acceplable color applicalions.. The proposed turrets atop the holel are well designed and proportionate to the size
of the structure.. The introduction of the darker-colored, arched relief in the first floor on the south
elevalion provides the needed foundation and base design to the hotel'. The overall length of straight eave line on the north elevation should be inlerrupted if
possible.. The removal of the exterior wood structure from the hotel is a positive benefit of this
proposal.
You are currently scheduled for design review on Wednesday, March 21, in the Vail
Town Gouncil Chambers. Should you have any questions with regard to the information
addressed in this letter, .ts always, please do not hesitate to call. You can reach me
most easif y al 97 0- 479-21 45.
Sincerely,
rj**,*l'-R..'tt,a
George Ruther, AICP
Chief of Planning
Town of Vail
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TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
970-479-2100
Fu:970-479-2157
www.ci.vail.co.us
TO:
FROM:
DATE:
RE:
MEMORANDUM
Vail Town Council, Staff and Community Members
Lorelei Donaldson, ro*n 61.rP@
March 6, 2001
Microphone Use in the Town Council Chambers
It has come to the attention of the staff and outside transcribers, during the
course of having to transcribe and listen to some of the Town Council meeting
tapes, that the quality and audibility of the Town Council work session and
evening meeting tapes are poor and difficult to understand.
It is very important that everyone, including council members, staff and the
public speak into the microphones clearly and speak within six (6) inches from
the microphone. This will alleviate some of the distortion, echoing, and audibility
issues we are exPeriencing.
fiank you for your cooperation and understanding of this issue. Please contact
me if you have any questions at 479-2L36.
{g *ot"uor r""
J--l .^-/ ot",,t P *f 4-,^.-,- fri 4 z.
CL' *]U\ 'z'c-J/ --J'.-''ul-""t *-ta^ol
* J-a-trtlr.t* -rt--J P-Lr'J-'c'4'o *r-"JJ -.tl-*n:a -t'a€*t.t
-o-14-^^-,r..,+;1^.-
,apLr-A -.<)tnn4.,- I j---.- t"l', -'rtr-a'*qh"- -)u-e''<'<t <
J-i+lt-' -,c-ol'e/) h -n"r^rr-^,-.'- -a]'-fj/l
75 South Frontage Road
Vail, Colorado 81657
970-479-2100
Fu:970-479-2157
www.ci.vail.co.us
TO:
FROM:
DATE:
RE:
MEMORANDUM
VailTown Council, Staff and Community Members
Lorelei Donaldson, town Clerk@
March 6, 2001
Microphone Use in the Town Council Chambers
It has come to the attention of the staff and outside transcribers, during the
course of having to transcribe and listen to some of the Town Council meeting
tapes, that the quality and audibility of the Town Council work session and
evening meeting tapes are poor and difficult to understand.
It is very important that everyone, including council members, staff and the
public speak into the microphones clearly and speak within six (6) inches from
the microphone. This will alleviate some of the distortion, echoing, and audibility
issues we are experiencing.
Thank you for your cooperation and understanding of this issue. Please contact
me if you have any questions at479-2L36.
{j*urwo
75 SouthFrontageRoad
Vail, CO 81657
970-479-2138
FAX970-479-2452
&z o'\'r',
|rfftt'l^
COMMT]NITY DEYELOPMENT FAX TRANSMITTAL SHEET
COMPAIIY NAME:
FAx rELEpHor\iE NUtaER 5o3 . 6=q'58<9,
nnov: &au*- RtnH., f.o.v .
DATE: Z IZAIoI TIME:
# OF PAGES IN DOCUMENT (NOT INCLI]DING COVER SHEED__Js-
RESPONSE REQIIIRED?
SENTBY
TOWN OFVAILCOMMUI\I TYDEVELOPMENTFAX# 910479-U52
TOWN OF VAIL COMMIJNTIY DEVELOPMENT TELEPHONE #_ 9?A4?9-2!!8
SPECIAL COMMEI{TS AND NOTf, S:
F:E VERYONE\FORMS\FaXShoeI
o
75 South Frontage Road
Vail, CO 81657
970-479-2138
FA)t970-479-2452
COMMI.INITY DEVELOPMENT FAX TRANSMITTAL SHEET
TO:. ....jr-ji;,rj,,,, . ;a',
COPIPANYNAME:
FROM:
,", i,, r
DATE:TIME:
# oF PAGES IN DOCUMENT (NOT INCLTIDING COVER SHEET)
RESPONSE REQTIIRED?
SENT BY
TOWN OF VAIL COMMUMTY DEVELOPMENT x'AX #---9M79452
TOWN OF VAIL COMMIINITY DEVELOPMENT TELEPHONE #--gzalzg-213E-
SPECIAL COMMENTS AND NOTES:
F: EYERYONE\FORMS\Fodheef
ilt,,.t',iii;il':; ,: --Ou i:-'l:tttr.trq Sl*tf at .1,::i ;l :,3,3
APPLIC"qTION FOR Df$IGH RHVIHW APPR.OVAL
1_, r, t! I;s4llllt-Gfl a rlQN
!hrs tpFlicaiiofl ]s filr any pr{ilei:rf f{qsirirtg Se:i qri Revif:,,v fr[)provai. Arty pn:1ect reqlirirrg desrqn rrlviqw r ust
ier::ive *e;iUn Revierv alrprovdl prior t* subrfittrng ior a buidinq per+:it. ici rptl-ifi{ rr,fornrari,) , s€e the sllbmtttal
fequrre''fletlts f*t the pdlticular apprcval th,lt is |equeitert. Tl,:e appiiceticlr {i-r rrot iH o.crrFted until ell the required
,ttf ortnttiort is $ubf nift{:tl. I he p|cilect rray a lsr: nlanl t he reviEl$reii tiy tlre lown tiluncil finrjior t e {ttuflning *nd
-t1\/ rrilnfienta I Commission. Design Review Board approval expires one year after final approval unless
a building pefmit is issued and co*struclian is started.
DEScRr.FiroN oF Tftf RrQuESf r Mqqqglnlll Tb HtlE*Ei-qg-q-EfdeFg- e-lJt.4
f"}
-.F.r.J
"
IOCATTflTI OF FROFOSAL:L*r: C*D BLOCK: F:r tfJG:MoRC{rt, srjts
lHysrrjl nuDRrss;_ -l|€ ,sI, lrqtl"--t_tlsD --el.E!!F
pARcEL *: AIQ t -OJ&-AZAI (Contact Eaqle Co. .4sses$s6 Offlce et 970 3;lB'8640 fcr gen:el #)
ZONTNG: gDF*1
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^')DRESS:
Yl+gg\gTr DeU/s. DErI- 1qJ po -oz -WAALrr.JCrlU.-l. l.{- Z* Eb : -
pirrrf ;:l pr: Z-bo:9V+ -
owNER(s) SIGNATURE(S): _ .
^{AilF or AprrucANr, (wsrpve{ RArf SorVr-rZ A,o*rfga+-
rrArlricADrlRr,;s: lpb Et, F.34^rI,lq€ ED,-- t , .:. VA{-L - htu7a - -
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Best
copy
.,\l'ailable
IYPE
If
t"' I
OF fi,i-VIEW AI.ID I:IE:
l\lew Construction - $200 (lunslriir:iinn of ;r ir er,,, Duit,linci.
Addition - S50 .lrrcludr:ri arry adrii*arr inrlr:trt: srlurre foofirrlr: is ar.ided to any
nxkl*ntiai ,..1r cc fir iT:€:ir. irt i br rld inq.
Minor Alteration -$20 ltcit,tdet rittirnr t-hanq{r$ lr b;iildiir,lti iirr(: s;tfl rnlp't$vtrr]ti:tt.$, tiuch
,r,t. rercolinc;, fr')i,rii!-rir, i,i ir'r,j t'ov addjlltr:;. la,:r jtt:acitlq, f+lfltitrt.;,'irtl
I i. l.+irr:tii l.',,;ii:, r.t :-i,.
DP.lr :ertc :)r'r tt l-,e
PL[A$E SUBMIT ltjlS APPLICAT]ON, ALL SUfiMITTAL REQtJIREtdt N'l'S
AND THE FE€ T() T!-lE DEFARTMENT OF Coiltr"'IUNITY DEVELOPI'IENT,
15 $ou'Ti{ FROHTrlffiE ROAH, VrlIL. Cil&-0ftr4rio 8t{iS7.
a/o l, ,
+[ i- i, i it'.'),.
PSter-@s
0460 / -il31
2-24-01 ; 3:s€iPM;Merr'..tlor ror.;3o 13go 19aa * 2/ 2
GENERAL INFORMATION
This apCicatim ls for any poject requiflng Des|q RqeT approval' Any proFct rcquiring decan radew must
receh,e Deggn nor,"t .pp-uiii-iot t- *uitiun6 rot "
u'ilO'iri po.t" t"t tryf igation' see the submittal
rcqulrements fior u,. p"rmr.i.ilpi,"-r th;t'it d"*td-' n"iplr"tuol qpot F *Trytd until all the t€quired
infornutlsr ls submltted. The proiect may also need to be t*f.ilt 5y the Torvn Council andor the Plannlng and
Environmental cf mmlsgon. *[-n-ti"ffi aoaa app1orat q1i o6 year acr flnd approval ;11rles a
bulldng pcn-t b tsnrd aillonsEuction 15 lralrq
Questions? Call the Planning Staff at 479'2L38
APPUGATIO'I FOR DESIGTI RNNEW APPROVAL
DESCRTPTION OF THE REQUEST:
B.
c.
D.
E.
F.
G.
LocATroNoFpRoposAL: uor, C{D BLocK:-aunc' Moeelg gt'&
Ml.4EOF
MAIUNGADDRES"T
)oments)
Constructlon d a nerar bulldlng'
inir"i[.-Jny aoditlon where square fo&ge ls added b any
residental or @mmerdal building'
ilild*;id;hingcs o uunoings and slte lmprcvem€nts' such
il;;ffi;eaffi;; wtndovrr adiitions, landscapins' fences and
retalnlng walls, etc'
DRB fees are to be paid at the time of submtttat. later, ryfen applylng- br a buildingpermit
.
please tdentiry
the accurate vatua$wr or ue proiH. #iffi ;ri;iiwiii aodn tire t" acordng to the project valuation'
PErtE gr$fi THrSi APPUCAUOil' {rlr^!-uPwrru REQI',TREHETCTS
AllD THE FE TO rfri ori"rrlrtet'n or lpIIUt{rfY Da',CL{t?frE fr'
zs sormr'ffirrler RoAD' vArl' ooloRloo 8165t'
nb4
TYPE
tr
F.
tr
H.
t\tAME OF APf'LICAT{T:
MAIIIITIG ADDRESS:
OF REVIEW AND FEE:
XrwCot#lxfon- 02OoAddldon- +5o
lrllnor AlbraEon - t2O
--- I Questions? Call the Planning Staff at 479'2L38
-l
-l
f l urron HreRATroNs ro rHE ExrERroR oF BurlDrlrcs
I$Tfl\Tflf t/illL7 | AnDsrrErrlPRoltElrlEilns
GENERAL INFORMATION
This application applies to changes made to a site or exterior alterations of a building. Any
alteration in which additional building square footage is added will require an "additions"
application.
I. SUBMTTTAL REOUIREMENTS
{ Photos or sketches which Elggly convey the existing conditions.
/ ,n*"or sketches which glggly convey the proposed building or site alteration(s).
V All relevant specifications for the proposal including colors and materials to be
used.
{ Condominium Association approval (if applicable). IIA
! If the intent of the proposal is not cleady indicated, the Administrator may
determine that additional materials are necessary for the review of the application.
o
BUIIDINf:-MAtrE&lAtS:
Roof
Siding
Othcr Wall Materials
Fascia
Soffits
Windows
Window Trinr
.. Doors
Door Triui
Hand or Dcck Rails
IFlucs/VENTb
I
Fldslrings
Chiruneys
Trash Enclosures
Grccnhouscs
Rctaining Walls
Exterior Lighting**
Other
LIST OF PROPOSED MATERIALS
FL E1F+
AUJrqdUn CIAD
€'TEEL
ETa- Dresr Yr}-rr ,YFR
NOU€
[,0[16
l.|od6
l\rod6
TYPE OF MATERIAL:
AgPt\luT Cthrrqt€t 9
:jtUc,c o,/gtpa glocr f,rce
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NorJg
MATu+ A\)AC]E$T nfiT t-
TtsD
+ Please speciff the nranufacturer's color, number and attach a small color chip
++ All cxtcrior lighting must meet the Town's Lighting Ord.inance 18.54.050(J). If exterior lighting is proposcd,
plcasc indicate thc nurnbcr offixhrrcs and locations on a scparatc lighting plan. Idartiff each fixturc typc and provide
the hcight above gnde, lunrcns output, lundnous arca. and attach a cut shcct of the lighting fixrures.
L ncated o/y /
DR}(vrt * lot €rrER t AITE
.DPlVrT S
'pt
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erp * zr z16 (Cchl crpo)
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MrnoA cHAecrAL q4
I
PROPOSED LANDSCAPING
NA - Nor.ts Wo?o*t
. Bohnical Nanrc Contnron Namc Ouantity Sizcr
PROPOSED TREES
AND SHRUBS:
EXISTING TREES TO
BE REMOVED:
' +Minintum riquircmcnts for landscaping: dcciduous trecs - 2 inch calipcr
.. conifcrous trccs -.6 fcct in hcight
shnrbs - 5 gallons
- Tvpc Squarc Footarc
GROUND COVER
c.ln
SEED ,
IRRICATION
TYPE OR METHOD OF
EROSION CONTROL
OTFIER LANDSCAPE FEATURES (retaining waiis. fenccs, swimming pools,'etc.) Ptease speciff. Indicate top and
bottom clevations ofrctaining walls. Maxinnrnr height of walls rvithin the front sctback i. 1feet. Maximum hcight of
rvalls elscrvhcre on the propcrty is b fcet.
23 February 2O01
George Ruther
Town of Vail Community Development
Vail, Colorado 81657
Re: DRB application to revise Marriott Phase 3 reconstruction
Dear Mr. Ruther,
As requested, I am submitting this letter outlining the changes and improvements we are
submitting for the Vail Marriott Mountain Resort Phase 3 reconstruction. I think it is
extremely important to keep in mind that these changes need to be evaluated relative not
onfy to the existing wing but also to the design approved two years ago in Ordinance #1O,
series of 1999. lt is also paramount that everyone understand that the budget is constrained
by the insurance money which only covers replacement of what was there before the fire.
As in 1999, we are proposing to remove the exoskeleton frame on the north, west and
south elevations. And once again, we are proposing to express the balconies with a minimal
depth of structure and with open railings and vertical pickets. Beyond this we are also
showing non-structural beams and brackets (of wood if approved by the Building Official, of
wood color stucco otherwisel supporting the balconies and overhangs.
The fire has given us an opportunity to do some things with the roof that were not possible
two years ago.
1 . We now propose to shift the entire top floor (the 6'hl to the south. At this time,
this shift does not provide any additional GRFA. The 6'n floor overhang on the
north elevation will be pushed back approximately 8' and a modest 8:12 roof will
be installed across the entire elevation. Corridor windows on the 6th will now be
expressed as dormers- material and color to match the walls, On the south
elevation, the large sloping 3:12 metal roof that was destroyed in the fire will be
replaced with a flat roof that has an 8:12 rool at the edge. ln terms of
appearance, the 6th floor will now appear to be an attic level that sits above the
roof and is set back on the three viewable elevations (N,W,S). This approach is
very much like the top floor of the Vail Spa and we propose a dark color stucco
as was done at the Spa. I will also note that this moving back of the north wall
of the 6th floor will have even less impact on the Vail Spa than the existing
building and far less impact than the design approved in 1999.
George Ruther- Marriott DRB application
23 February 2O01
page 2
2. The 5th floor on both north and south elevations, sitting just below the new 8:12
roofs, will now be treated as a continuous balcony and the railings will be
detailed differently. In terms of the Lionshead Master Plan Design Guidelines, the
building will now have a base (the convention centerl, a middle (the balconiesl, a
top (the 5'h floor balcony and its roof) and an attic level above the roof that is set
back from the elevation faces (the 6'h floor).
3. To break up the north elevation, we are now proposing a small square turret near
the west end of the fagade. The mass and volume of this spire are far less
imposing than the roof form approved in 1999. To make this work, we will need
to enclose space outside of the exit stair and outside the existing building
envelope, but this space will not have floors and should not trigger a minor
amendment to the SDD.
4. The elevator penthouse on this wing has always been considered the crowning
ugliness on an ugly building. While the need for the penthouse and the spatial
requirements for the elevator equipment have not changed. we do now have the
ability to reconfigure it somewhat. We are proposing to lower the height of the
box and reduce the volume significantly by lowering the roof over the stair that
accesses the roof. We are also proposing to "hide" much of the elevator
overhead inside another turret. The spring point of the turret roof will be 4'
lower than the existing top of penthouse parapet and the shape of the spire is
designed to minimize it's mass. This design is again a significant reduction in
mass and volume from the 1 999 scheme and provides a solution to the problem
of the elevator tower. This will also improve the appearance of the hotel as seen
from the Mountain. And by reducing the mass of the elevator tower and placing
the new volume further to the south. the impacts on the Spa are again
signif icantly reduced.
5. The existing 6' wide sliding doors at the hotel rooms are proposed to be replaced
with doors that offer more glass and better views. Where rooms did not
previously have balconies, we are proposing now to have doors (instead of
windows) and shallow "French" balconies. On a two dimensional elevation this
will appear to make the elevations more regular and repetitious, but in reality, the
differences in balcony depth will still allow the elevation to move in and out
across the face of the building.
Finally, the color scheme being proposed is quite simple and timeless. White stucco skin
with a warm coffee color stain on the wood beams and brackets. The roof materials are still
subject to cost analysis, but will fall somewhere between asphalt shingles (approved in
1999) and copper. For now we are proposing the asphalt shingles, Doors and windows will
be a dark gray and the direct-vent fireplace vents on the walls will be painted gray as well
(looking at the Austria Haus, I think this is better than trying to hide them by matching the
wall color- they appear to quickly get stained by the soot in the exhaust gasses).
George Ruther- Marriott DRB application
23 February 2OOl
page 3
I hope this helps. In ord€r to have any chance of getting the building open by Christmas
2001, we need to get this approved as quickly as possible so that reconstruction may begin,
Sincerely,
GWATHMEY PBATT S Z ARCHITECTS, P.C.kl
Henry R. Pratt, AIA
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Payment lt{ethod: Check Init,: JAR
Notatlonr 5956
Dermit No:
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Site Addreag :
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Ty4re: DRB - Addition of GRFA
CR VAIIJ
950.00
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ACCOI.]NT ITEMLIST:
Account Code Descri pti on Current ffi.s
DR 00100003112200 DESIGII REVIEW FEES 50.00
Total Fees:
Tota1 ALrLr Prnte :
BaLance:
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Gnrlrsnew & Hrnnrr.rc
A PROFESSIONAL GORPORATION
ATTORNEYS AT I.AW
surrE 3800
WELLS EARGO OENTER
ITOO LINCOLN STREET
DENVER, COLORADO aO2O3-4534
TELEPHONE (303) 639-3A00
TETECOPIER (303) 839-3838
E.MAI L MArLBox@cRr MsttAwHA.RRrtlo.coM
Gilbert F. McNeish
303-839-3',122
gmcne ish@grim shawhaning.com
www. grimshawharring. com
January 30,2001
George Ruther
Department of Community Development
Town of Vail
75 S. Frontage Road
Vail, Colorado 81657
Y ia F acsimile 97 0 - 47 9 -2 452
Re: Marriott Hotel Redevelopment
Dear George:
Thank you for your recent voice mail message concerning the status of the Marriott hotel
redevelopment matter. Based on your message, it appears that the Marriott's culrent proposal is to
rebuild the structure rather than initiate the improvements approved by the Town through the design
prcicess in which we participated on behalf of Vail Spa Condominiums. However, you also indicated
that the Marriott may amend its proposal, so the hotel's final strategy is apparently yet to be
determined.
As I have indicated to you earlier, Vail Spa remains concerned about design considerations
relative to the recievelopmenr of the facility and their impact on the negotiare<i design seitlement
between Vail Spa and the town. It was not clear to me from your message whether or not the
Maniott's plans for redevelopment of the hotel have been formally submitted to the town for review
and approval under the process which you described through the non-conforming use section ofyour
code.
Vail Spa is interested in monitoring all aspects of that application process. Accordingly, I
request that you send to me a complete copy of all application materials submitted by Maniott to the
town concerning the rebuilding of the hotel facility and related amenities so that Vail Spa can
determine ifit has any interest in actively participating in the application review process. Ifthat
formal application has already been made, please forward to me copies of all materials in that
application as well as relevant staffanalysis and reports. If the application has not been submitted,
please forward those materials to me upon its submittal.
George Ruther
January 30,2001
Page2
Again, thank you for the update. I look forward to hearing from you in response to my
request.
Very truly yours,
GRIMSHAW & HARRING,
GilbertF. McNeish
cc: Al and Lorna Hauser
Gll3 153\l\Lruthedctter.wpd
Gnrr'rsrr,tw & Hennrwa
A PROFESSIONAL CORPORATION
ATTORNEYS AT I.AW
SUITE 3800
WELLS Ih.RGO OENTER
17OO 1JNCOLN STREET
DENVER, GOLORADO 80203'4638
TELEPITONE (3O3) a39-3aOO
TELECOPTER (3O3) 439-3834
E.MAIL ITAI LBox@GRl M SE.A\'.II.A.RRING.GOI{
Gilbert F. McNeish
303-839-3722
gmcneish@grimshawharring.com
www. grimshawharring'com
November 22,2000
Mr. George Ruther
Town of Vail
Department of Community Development
75 South Frontage Road
Vail, CO 81657
Re:VailMarriottHotel-DesignReviewApprovals.RecentFireDamage
Dear George:
I am writing to follow-up my telephone message to you yesterday concerning the recent fire
damage to the Maiiott Hotel. based onthe preliminary reports which I have received, it appears
that the hotel sustained extensive damage particularly to the upper floors due to the hre' Because
ofthe nature and extent ofthe fire damage,it also appeals that substantial reconstruction ofat least
a portion of the hotel facility will be req-uired. It is not clear what, if any, impact this situation and
the work required will have on the design review approvals which we helped negotiate last year on
behalf of the Vail Spa Condominium owners'
Due to the uncertainty ofthis situation, I hereby request that you keep me advised,ofanY
changes, amendments or mociifications which may be proposgti to. the Nlaniott's speciai
Deve'iopment District or to the approved design plans for any of the Marriott facilities' Please also
advise me of any other town app.ovals sought by Marriott which may alter the approved design plans
for the Maniott facilities as approved by thi town consistent with the settlement agreement between
Vail Spa and the town.
I look forward to hearing from you as Marriott formulates its plans to rebuild the hotel
facilities resulting from this unfortunate event' Thank you'
Mr. George Ruther
November 22,2000
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cc: Al Hauser
Loma Hauser
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Very truly yours,
GR]MSHAW & }IARRING,