HomeMy WebLinkAboutVAIL VILLAGE FILING 5 BLOCK 2 LOT E TIVOLI LODGE_011 LEGAL.pdfo
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DETAIL MAI{UAL
ffl\A APPROVED rivoli Lodge
Tor|l{hililfl ffi tsirtss,ff'q{,Hs#fffbffi f;R""d
sectton- Vail- Colorado
-
Intemdonrl Bulldlng Coddlntlrnatlonat ReCldenthl
Code Vatldlry of permlt The bsuanca or $anting of a pemil shall
not be constrired to be a pemlt for, or an approval of, any violation d
env of the Drovtsions of lhb cods or of any oth€r otdinanco of tho
luriioiaion. P€nnlb pr€sumlng to glvo adhotity to violate or cancel tho
bwisiors of tlrls code ot dterildlnancos d he luridilion shall nol bc
ialid. The issuance cr a pcm|it bes€d on construaion docr:ments atd
o$er dala shall not orsron0 t€ buildlno official from requiring the
coneclion ol enors iir fre conetrugtion -documentrs and oth€t data. Tll|o$er data shall not orsron0 t€ buildlno official from requiring the
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conedion of orors iir fre conetrrrtbn documentrs and othet data. Tll| A ffii'ffiffi%4r. r\F' +-A0q4rr t
building official is atso aufiotlz4Jlefl€vent-ocatpancy or.use of a
rrr.rctu-re where in violation qltlf,coih or of any btheiordinancog d
Permit and Construction
Town of Vail
OFFICIE COPY
f,ESOf,lT DESIGN
-I ASSOCTATES
it\ w ll'ry.6,G#ry
October 28.2004 o/zap
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-: TIVOLI LODGE t PRoJECT #23t7g.oo
O 386 Hanson Ranch Road
O Vail. CO
O Lot E, Block 2,Yail Village First Filing
O pRoJEcrDrRECToRy
o a owNER
: Bob and DianeLazier O 386 Hanson Ranch Road
O vail, Co 81657
a Contact: Name: Bob Lazier
a Phone: (970)476-5616 o 8xi,, "rlr'lr!:;:f:,"o .. PLANNING CONSULTANT t E"tt""""oP"t"".*O l0S So. Frontage Road West, Suite 204
O Vail, CO 81657
O Contact: Name: Jay Peterson
a Phone: (970)476-0092
O
Fax: (970)479-0467
O ARCHITECT
a Resort Design Associates, International
: 1434 Spruce Street, Suite ll0 O Boulder. CO 80302
O Contact: Name: Mike Foster
a Phone: (303)449-4433
O Fax: (303)449-3366
O GENERAL CONTRACToR
O Bob Lazier
a 386 Hanson Ranch Road v Vail. CO 81657 O Contact: Name: Bob Lazier
O Phone: (970)476-5616
O Fax: (970)476-660r
O Cell: (970')390-1919
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O F:\pri\23096 Tivoli I-odse\230e6Cadd\DETAILS\PROJECT DIRECTORY.doc, 12/21/04 Page 1 of 3
O
f,ESOf,T DESIGN
E
-.t6-Er!fl
ASSOCIATES
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o PROJECT DIRECTORY (con't)
O SURvEYENGINEER O eu@!,r*
O 41199 Highway 6 &24,Ezgle-Yd.
,r. P.O. Box 1230
: Edwards, CO 81632 O Contact: Name: Michael Post
O Phone: (970)949-1406
O Survey: Job#, Dated: -
a crv[ ENGTNEER O ffir*lco.*riilt'
O 1000 Lions Ridge Loop
a Vail- CO 81657
: Contact: Name: Mark Luna O Phone: (970')476-8644 a Fax: (970) 476-8616
? GEOTECHNICAL ENGINEER t @".O 5oioRoad ts4
O Glenwood Springs, CO 81601
O Contact: Name: - Steve Pawlack o ;Hl"' [?13\31:;niX o
! STRU.TURALENGINEER t ,V1.** N-"*"tt t-gt"*
O l70l Wynkoop StrJet, Suite 200
O Denver, CO 80202
O Contact: Name: Kristen Fox or Peter Monroe o i*r"'t131,,231_tZ?],o
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F:\pri\2096 Tivoli Lodge\23096Cadd\DETAIIS\PROJECT DIRECTORY.doc,|2/21/O4 Paige 2 of 3
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RESORI DESIGN
ASSOCIATES
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PROJECT DIRECTORY (con't)
. MECHATVCAL DESIGN-BUILD ENGINEER
a Beaudin Ganze Consulting Engineers
: 110 E. Beaver Creek Blvd,O Suite 202
O P.O.Box 9650
a Avon.CO 81620
- Contact: Name: Ray Engen /Dan Koelliker . i*l"'8ill31,i:2',it
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O ELEcTRIcAL DEsIGN-BUILD ENGINEER
O Beaudin Ganze Consulting Engineers
O I l0 E. Beaver Creek Blvd.- ;t31X"."
O Avon,CO 81620
O Contact: Name: Patrick Burns
O Phone: (303)278-8784
O
Fax: (970)949-6rs9
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O F:\pri\2096 Tivoli Lodge\Z096Cadd\DETAIIS\PROJECT DIRECTORY.doc,r2/27/04 Page 3 of 3
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RESORT DESIGN
@
ASSOCTATTS
RtrSOBT DESIGN
t5socraTEs
TIVOLI LODGE
PROJECT #23179.00
DETAIL MANUAL
Section l: Code
Tivoli Lodge code review
Section 2: WalUFloor
2.1 Exterior Wall Details
2.10 Entry Arch Detail
2.ll Cantilever
2.12 Header @Garage Opening
2.13 Stone to Stucco Transition
2.14 EIFS to "Wood" Siding
2.15 Cantilever @ Tower
2.16 WalV Railing (Ramp)
Section 3: Roof
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3.1 Roof Assembly Details - refer to system notes 3.2 Eave Details
3.20 Eave at Simulated Slate Roof
3.20a Eave at Simulated Slate Roof @ Column
3.21 Eave at Copper Roof
3.21a Eave @ Towers
3.22 Soffit @ Mansard Roof
3.3 Rake Details
3.30 Rake at Simulated Slate Roof
Ridge & Valley Details
3.4O Ridge@MainRoof
3.41 Ridge @ Dormer
Roof/Wall Details
3.50 Recessed Balcony Section @ Apartment
Chimney Details
3.60 TypicalChimneyDetail
Snow Guard Details
3.70 Typical Snow Guard Detail
Gutters/Downspouts Details
3.80 Gutter/Downspout @ Concrete Wall
3.80a Gutter/Downspout @ Stud Wall
Gutters/Downspouts Details
3.9 2 HR. Column Detail
3.4
3.5
3.6
3.7
3.9
F:\pti\23096 Tivoli l-odge\23096Cadd\DETAIIS\INDEILdoc, 12 / 21 / 04 Page 1 of3
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O Section 4: Stair & Railine
: 4.1 Guardrails o o i.l? i'Xi::?":ll""conyRa' section
O 4.12 Balcony Over Wesi Ski Locker
O 4.13 Recessed Balcony Section @ Apartment - Re: D3.50
o section 5: l::.. t"ot @ SPa area
O 5.1 Door Schedule (NOT inctuded) Re: 10.0
a 5.2 Door Types o ii; T#i:tlHifi"6H;:,"f".,
a 5.23 Typical Janft @ Interior Door
O 5.3 Doors @ Stone Veneer
O 5.30 Door Head @ Stone Veneer o itr: 3::t{ffij,9,:'6il;:T:""".
O 5.33 Door Head @Battered Stone Veneer with Transom
O 5.34 Door Jamb @ Battered Stone Veneer
o s.4 3::.,6Tl#3'#:li@ Battered Stone Veneer
O 5.60 Door Head @ Siding with Transom
O 5.60a DoorHead @ Siding o i2; 3:::iil;',9i61',u*,
O 5.5 Doors @ EIFS
a 5.70 DoorHead@EIFS
O 5.71 DoorJamb @ EIFS
o section 6: i/,10"3r""'rhreshold
@ EIFS
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t F:\pri\23096 Tivoli I-odge\Z096Cadd\DETAIIS\INDEXdoc, 12/21/04
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6.1 Window Schedule RE: A9.0
BESOR/T DESIGN
-
ASSOCIATES
Prge 2 of 3
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6.2 Window Types - refer to window schedule A9.0
6.3 Windows @ Stone Veneer
6.30 Window Head at Stone Veneer
6.31 Window Jamb at Stone Veneer
6.32 Window Sill at Stone Veneer
6.33 Window Head at Battered Stone Veneer
6.34 Window Jamb at Battered Stone Veneer
6.35 Window Sill at Battered Stone Veneer
6.4 Windows @ Wood Siding
6.40 Window Head @ Wood Siding
6.41 Window Ianft @ Wood Siding
6.42 Window Sill @ Wood Siding
6.5 lVindows @ EIFS
6.50 Window Head @ EIFS
6.51 Window Jamb @ EIFS
6.52 Window Sill @ EIFS
6.6 Miscellaneous Window Details
6.60 Window Sill @ Transom
6.61 hon Grate @ Small Window
6.62 Plan Detail @ Window Shutter/Section at Head of
Shutter
6.63 Detail of Flower Box
Section 7: Interior and Miscellaneous Architectural Details
7.1 Ceiling Details
7.10 Ceiling Furring Detail
7.ll BuiltUp Beams
7.12 Swface Applied Box Beams
7.13 Single Crown Molding
l.l4 2Piece Crown Molding - Flat
7.15 2 Piece Crown Molding - Angled
7.2 Fireplace Details
7.20 Fireplace Mantel
7.21 Fireplace Hearth
7.3 Kitchen Details
7.30 Kitchen Counter @Bar 7.31 T1p. Kitchen CabineVCounter
7.4 Bathroom Details
7.40 Vanity Countertop
7-41 Shower Wall
7.42 Roll - in shower detail
XESONT DESIGN
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IiI
ASSOCIATES
F:\pti\23096 Tivoli Lodge\23096Cadd\DETAIIJ\INDE)Ldoc, 12/ 21 / 04 Pzge 3 of 3
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O Tivoli Lodge
O Code Review
O June 21"'. 2004
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o - Tivoli Lodge
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I997 UBC
Building
Program
First Floor 10,010
Second Floor t0,4t6
Third Floor t0,298
Fourth Floor 10,739
Fifth Floor a '715
Total Finished S.F.45,238
Garage S.F.rr,263
Total S.F.56,506
Height Max 56'-0"
Stories 5+1
Item Section Requirement
Occupancy (310.1)Finished Space R-1
(303.1.1)Assembly Space A-3
(31r.l)Garage s-3
Occupancy
Separation
Table 3-B,
exception I /2
302.4
RI/53 2hr
Table 3-B RI/A3 lhr
Table 3-B,
exception I / 2
302.4
A3lS3 2hr
Parking Garage -
Enclosed
"S3" Area Unlimited with
spinkler
Re; 505.2
Heieht 7'-0 Min Re: 311.2.3.2
Tvpe of Construction Tvpe II-F.R
Base Allowable
HeighUStories/Area
Table 5-B
312.2.2
P.l;160'l12/29,900
S; nall/39,900
Multi-Storv Increase 504.2 29,900x2 59,800
Separation on all
Sides Increase
505.1.3 Sq.ftx5%Additional2,990 sq ft
Automatic Sprinkler
Svstem
505.3 Double the sq ft =
61.295 x2
122,590
Fire Resist Rating
(hours)
Table 6-A
Table 5-A
Struct frame 2
Bearing Walls -
Int
Ext
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2
Floor 2
Page I 6/23/2004
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Roof I
NonBearing Walls
- Int
Ext
NC
2
Shaft Enclosure Table 6-,4'2 Iv >:4 stories
Opening Rat'g Table 5-A - 503.2 2 hr wall : I % hr opng
Door Ratings 20 min.
Fire Protection Req'd Yes
Fire Alarm 310.10 Not Req'd
Smoke Alarm ln each bedroom. Outside each
sleeping area. In each story.
Alarm Power /
lnterconnection
Hard wire w/ battery backup.
Shall be interconnected.
Min Egress Req'ts Table l0-A
Occupant Load Rl- 200 sf per
person
S - 200 sfper
person
Two exits required
Stairways 44" wide clear
Riser 7" Max
Tread 11" Min
Landing 44" min.
Handrail both sides
Handrail Ht 34" - 38"
Grasp 1.25" -2" dia.
Handrail Extension - 12" min.
beyond face oftop/bottom riser
Exits Required 2 for Occ load >
R- l0
s-50
Accessibilitv t103.1.9.2 2 accessible rooms required
- one with roll in shower
3 rooms are to equipped for persons
with hearing impairments
Tivoli Lodge Page2 6/23/2004
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COLORADO CODE CONSULTING, LLC
BUILDING CODE DATA
Project: Tivoli Lodge
Client: Resort Design Associates
Date= 312112O05
Buildinq Glassificati
17.1
1. BUILDING DESCRIPTION
icable Godes
Edition Code
Buildinq 1997 UBC
Mechanical 1997 UMC
Plumbinq 1997 UPC
Electrical 2002 NEC
Fire 1007 UFC
Energy
Accessibility 1992 ANSIAl
Local Amendmentsi Yes/No
on
Tvpe of Construction Type ll-FR
Occupancy Classification A, R-1, B, S-3
Automatic Fire Sprinklers?Yes
Mixed Occupancy Yes
Mechanical E
1.1 Actual Buildinq Area
Description Occupancy Floor Area
Basement Garaqe s-3 1't,263
Lobby / Lounqe A-3 3717
Conference 1111113 A-3 849
Office 112 + Mts. 114 B 616
Hotel First Floor R-1 5234
HotelSecond Floor R-1 10416
HotelThird Floor R-1 10298
HotelFourth Floor R-'l 10739
Hotel/Dwellinq Fifth Floor R-1 3775
TotalBuilding Area 56907
1.2 Actual Building Height
Page 1 of6
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O Stories: s
O Height 60'
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O Pase2of6
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o : 2.1 Allowable Floor Area Calculations U
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O Tivoli Lodge o a 2. BUILDING REVTEW
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Y " Includes 1/2 distance of public ROW where applicable (Section 503.3)o
o : 2.1 Exterior Wall Protection and Openin rt
O 2.2 Building Fire-Resistance
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O Type of Contraction:fype ll-FR
Occupancy R-1 A-3 B
BAA 29,900 29,900 39,900
Yards (505.1
2 Side Increase for 50o/o 1.5x 1.5x 1.5x
Sprinklers (505.3)2x 2x 2x
Stories (504.21 2x 2x 2x
Maximum Building Area 179,400 179,400 239,400
on an
Wall
Location
Distance to
Property Line*
Exterior Bearing
Wall
Exterior Non-
Bearing Wall
Opening
Protection
North Cannot be
Determined on
plans submitted
for review.
4hr NC 4hr NC if <5'Protected <20'
East 4hr NC 2hr NC if <2O'Not Permitted <5'
South 4hr NC thr NC if ,40'
West 4hr NC NR elsewhere
Building Element Fire-Resistive Ratinq
Exterior Bearinq Wall 4 (or per Table 5-A)
Interior Bearinq Wall 2
Exterior Non-Bearing Wall 4(or per Table 5-A)
StructuralFrame 2
Permanent Partitions 1
Shaft Enclosures 2
Floors & Floor/Ceilings 2
Roofs & Roof/Ceilings 1
Page 3 of 6
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O Tivoli Lodge
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o 3. MEANS OF EGRESS
: pl-ee"
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O 3.2 Number of Exits per Floor
3.3 Gorridor Requirements
Floor Required Width Width Provided
Fire Resistive
Ratinq
Opening
Protection
First 44 66"1HR 20min Type S
Second 36 66"1HR 20min Type S
Third 36 66"1HR 20min Type S
Fourth 36 66"1HR 20min Type S
Fifth 36 54 1HR 20min Type S
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O 3.4 Miscellaneous Requirements
O Exit Enclosure Rating:2 Hours
O Door Swing Direction: the direction of egress for First Floor and Exit Str
O Exit lllumination: Required
a lllumination Emergency Power: Required
: Exit Sign Requirements: Required + Low Level per Section 1007.6.2.! Fire Alarm System Requirements: Required o
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O Pase4of6
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3.1 Occupant Load/Exit Width per Floor (Tables 1004.1 .2 & 1005.1
Location Use Floor Area
OL
Factor Occupant Load
Exit
width
Stair
width
Basement
Parking Garage/
Laundry 1't263 200 57 11.26 17.1
1st Floor Mixed use 10010 Varies 351 70 NA
2nd Floor Residential 10416 300 35 7 11
3rd Floor Residential 10298 300 34 7 11
4th Floor Residential 10739 300 36 7 11
5th Floor Residential 3775 300 13 3 4
Total Occupant Load 526
Floor Occupant Load Exits Required
Min. DoorWidth
(per each door)
Min. StairWidth
(per each stair)
Reqd.Prov.Reqd.Prov.
Fifth 13 2 32 32 36 54
Fourth 36 2 32 32 36 M
Third 34 2 32 32 36 54
Second 35 2 32 32 36 54
First 351 2 32 32 NA
Basemenl 57 2 32 32 44 54
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Colorado Code Consulting, L.L.C.
811 Fourth Street
Berthoud, CO 805 l3
Ph. : 303-895-9988 Fru:970-5 32-2789
March 21,2005
Mr. Charlie Davis
Building Official
Town of Vail. Colorado
75 S. Frontage Road
Vail, CO 81657
RE: Tivoli Lodge
Dear Mr. Davis:
This is letter is intended to address your concems with the construction plans submitted by
Resort Design Associates for construction of the five story Tivoli Lodge on Hanson Road in Vail.
I have had the opportunity to do a cursory review ofthose plans and compare them to the plan
review comments provided by Goodell Consulting @esponse dated July 16,2004 with redlined
comments). I am not in possession of the referenced letter regarding outstanding structural
issues. I understand that those concerns have been addressed by subsequent communication
between the engineer of record and Goodell Consulting.
I conducted a site visit and received revised plans on March 17, 2005. During that visit I made
numerous recommendations to ensure overall code compliance. The comments in this letter
reflect that visit and revised plans provided. A copy ofthis letter will be sent to the architect to
for advise on necessary revisions before resubmittal to you.
For the most part, the revised plans appear to address the majority of Mr. Goodell's concerns. I
have outlined the following areas that need additional consideration:
Smoke and Fire Management:
The 1997 Uniform Building Code uses a balanced approach for fire life-safety. The code
employs a combination of active and passive fire protection feafures. The active component will
consist of the automatic fire sprinkler system and the electronic fire alarm (including single
station in-room smoke alarms). Review of these items is typically deferred until shop drawings
are produced. The passive component consists largely ofthe building's fire resistive construction
and the smoke management features of the exiting system. Responsibility for the efficacy of
these systems falls largely on the performance of the contractor and the inspection process. The
bulk of my review will address issues related to this part of the construction. The code's intent is
to control the growth of the fire via the active sprinkler and passive fire resistance requirements.
The tenability of the time of egress is largely controlled by smoke management and early
detection/alarm devices.
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The smoke management system for this building relies heavily on passive protection between
floors and at corridor barriers. This building has 5 floors communicating via stair and elevator
openings. These openings are protected with 2 hour shaft wall assemblies. Openings into the
shaft wall are required to rated for 90 minutes. Elevator lobbies are not specifically required
when additional doors are provided for fire and smoke containment. The following concems
should be addressed by the architect:
. Fifth Floor Doors 503 and 506 should be revised to 90 minutes.
. All stairway doors on the door schedule should be listed as 90 minute, with a 450
degree F. endpoint temperature at 30 minutes in accordance with UBC Standard
7-2. Since these doors coincidently open directly into the rated corridor, it is my
opinion that they should also pass the positive pressure test ofUBC Standard 7-2
and carry an "S" label. The positive pressure testing should only be required for
the 20 minute duration indicated in Section 1004.3.4.3.2.1.
All 20 minute doors indicated on the door schedule having communication with
the corridor should be indicated as having an "S" label. Section 1004.3.4.3,2.1.
All penetrations into the corridor and shaft wall assemblies should be provided
with tested and approved through or membrane firestop assemblies as required by
Sections 709 and 710. Submittals for firestopping methods are usually deferred
until construction commences (when specific penetrations are ascertained). I
highly advise that the contractor employ one firm to handle all penetration
firestopping for all trades. Acknowledgement of these requirements should be
provided in the construction documents. Since the majority of peneffations will
occur through a concrete floor assembly, grout frll around the penetrating items
may be employed pursuant to Section 710.2.1 Exception 2.
Duct penetrations shall be provided with fire and/or smoke dampers as required
by Section 713. Penetrations shall be appropriately sealed around ducts NOT
provided with required dampers. As of this date, I have not reviewed mechanical
plan submittals.
Construction joints: It appears that the 8" precast concrete floor slabs will be
provided with 3" of continuous concrete topping spanning across the slab joints.
If any joints are provided between floors or walls, appropriate frrestopping
assemblies will be required per Section 706. Acknowledgement of these
requirements should be provided in the construction documents.
During previous discussions with the architect, I feel confident that the various wall, floor, and
skuctural assemblies have been assessed for their required fire-resistive requirements. The vast
majority of this building relies on pre-cast concrete assemblies. This tlpe of masonry
construction has a good historical track record. Other assemblies (wall) comprise of metal studs
with glpsum board fire-resistive membranes. Efficacy of these assemblies is largely reliant on
the quality of their construction. The architect has indicated that the walls are to be constructed
in accordance with Gypsum Association File# WP8205 or Underwriter's Laboratory assembly
U408. A copy of these assemblies should be provided to the drywall trades PRIOR to
construction. These copies should also be available during freld inspections. Be advised that
wall board orientation, joint ofFset spacing, joint width and backing, screw size and frequency,
and finishing techniques are frequently specified in these assemblies.
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The following plan corrections should be made:
. Add listed assemblies indicated on BC-2, etc. to BC-4 as appropriate.
The roof assembly must be qualified for fire resistance. Tlpe tr-FR construction requires a one
hour roof ceiling assembly. The owner has proposed the following modified assembly:
l. Spray apply fire proofing to all beams and girders used to carry repetitive
framing members to a depth sufficient to provide one-hour fire resistance.
This is permitted pursuant to Section 704.2.6. The fire proofing material
and thicknesses shall be verified by an approved third party inspection
agencyper Section 1701.5 Item 10.
2. Spray apply fire proofing to all columns used to carry roof structure to a
depth sufficient to provide two-hour fire resistance. The fire proofrng
material and thicknesses shall be verihed by an approved third party
inspection agency per Section I 701 .5 Item I 0.
3. Provide resilient metal channel perpendicular to the repetitive steel
"rafters" at 24" minimum spacing on center. Apply two layers of 5/8"
Type X Gypsum board at right angles to the channels in accordance to the
application criteria in UBC Table 7 -C Item 21 .
This assembly is derived from UBC Table 7-C, Item 2 I . The 7 -Cl2l assembly acknowledges
that the ASTM E-l 19 test for horizontal assemblies applies fire exposure from underside the
ceiling. This assembly uses 2 layers of gypsum board applied to combustible wood joists or
rafters. One can conclude that the sole fire resistance is achieved bythe glpsum board alone and
not by the framing members. It appears logical that identical application to noncombustible
framing members would achieve a similar level of perfornance. In order to increase the
probability ofachieving the necessary one hour performance, the owner has agreed to
individually protect all horizontal beams/girders even though Section 704.2.6 may assume that
they are protected when embedded within the ceiling assembly.
It is my opinion that this assembly when consfructed as indicated above will provide the
necessary fire resistance assumed for Tlpe II-FR construction under the 1997 UBC.
Interior Finishes:
I was not provided with a copy of the specifications for this project. The provided plans indicate
that various materials will be used for interior finishes. I understand that this permit is intended
to be used for core and shell only. Interior finishes are to be included with the interior package. I
am somewhat confused by the references to interior wall and floor finishes indicated in the key
provided at the top of the A3.XX series of sheets. I would suggest eliminating these references
or otherwise indicating that interior finishes will be addressed on the tenant finish permit.
Based on the provided information, the following should be considered:
o Wood species used as wall and ceiling finish are usually not labeled for flame
spread. The Handbook for the 1997 WC contains a table of common wood
species and their respective average flame spreads. I suggest using this as
compliance documentation for the Cedar species indicated. I have also included a
recent AF&PA document on wood species flame spreadwith this submittal.
o Exit stair enclosures will require Class tr (includes reduction for the sprinkler
system) minimum wall and ceiling finish per Table 8-B. Section 603.4 requires
the stairs to be constructed of concrete, iron or steel. Finish on treads and risers is
limited to brick, marble, tile or other hard noncombustible materials. Finish
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materials for landings is not specified by the code.
Means of Egress Issues:
During the course of my review, the following means of egress issues were observed that do not
appear to have been addressed during previous correspondence:
o Sheet C I . I : The stairway at the northwest comer (exterior) of the building
appears to have a landing that is intemrpted abruptly by an intersecting driveway
into the parking garage. UBC Sections 1006.3.3.1 and 1003.3.3.5. I suggest
adding one additional tread (readjust riser heights for consistency) and extending
the driveway curb line back to and in line with the last tread. This will allow the
roadway to effectively act as the level landing.
r Stairway to the roof: {JBC Section 1003.3.3.1I requires one of the exit stairways
to extend to the roof in buildings of four stories or more when the roof is pitched
4:l2orless. Itappearsthatthisbuildinghasaroofpitched2:l2and3:l2directly
over the Fifth Floor stair enclosures. It is my understanding that this code
requirement is intended to assist fire operations for roof top operations. The code
does not contemplate climactic conditions such as those prevalent in the Vail
Valley during the majority of the year. I assume that the presence of ice and snow
prohibits fire fighter access to roofs with any pitch and no parapet to act as a guard
for falls. I also assume that the Vail fire authority compensates by using snorkels
and other equipment to provide safe access to these areas. Should these
assumptions be correct, it is probably appropriate for the Vail Building
Department to consider allowing only a roof hatch (or eliminating the opening
altogether) with the fire department's concurrence. This may be done under the
auspices of Section 104.2.8 - Altemate Methods provisions.
r Disconnected stairways (Stairs I and 3) between Floors Four and Five: At first
glance, the Fifth Floor Stair 3 appears to violate Section 1005.3.1. This section
states that, "once a given level of fire-resistance is achieved in an exit component,
the fire-resistance time-period ofsuch component shall not be reduced until
arrival at the exit discharge or at the public way. As designed, an occupant using
this stair is forced to exit into the Fourth Floor corridor. then travel to one ofthe
two other exit stair enclosures. The corridor is ofmodified one-hour construction
(permitted for corridor construction) which is less than that employed in any of
the exit stair enclosures.
Section 1005.3.3.1 recogrrizes that an exit enclosure would NOT have to be
provided for this stair if it meets the requirements in Exception l. Basically, the
stair could have remained wide open to the common corridors of both floors.
Should that have been the case, the 250 feet travel distance required by Section
1004.2.5.2.2 would have to be assessed from the most remote point on the Fiflh
Floor, through the exit stair, through the Fourth Floor corridor up to the nearest
exit enclosure door. I have checked these distances and find that the building
complies.
It is my opinion that the architect has met the spirit and intent of the code by
providing the higher degree of fire resistance for Stair 3. It certainly is preferable
to an open stair between these floors that would be permitted by 1005.3.1 (and
may still be considered an option by the owner). The travel distance appears to
meet the 1004.2.5.2.2 tlresholds. In my opinion, this stair complies as designed.
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Cross corridor doors at first floor Corridor 123 and exiting concems from revised
Conference Room I I 1/l I 3. The 1997 UBC requires a fire resistance rated
corridor to be continuous to the exit without intemrption by intervening rooms.
Section 1004.3.4.4 Exception I allows a "lobby" to intervene if designed in
accordance with the corridor provisions. It appears that the cross corridor doors
open directly into an area labeled "lobby''that has two compliant exit doors
adjacent to the revolving entry door. The cross corridor doors are designed to
swing in the direction of the "lobby''. In my opinion, this is the correct orientation
to avoid having a "dead end" condition. I do not believe that individuals exiting
from the "lobby''and attached adjacent "lounge" will use this exit in the event of
an emergency. Multiple other exits are provided from this area. All are sized in
excess of minimum requirements and are evenly distributed around the perimeter
of the space served.
Doors depicted at the 107 Entry shall be reversed to swing in the direction of
egress. ALL exit doors located on the first floor are associated with A
occupancies and therefore shall be provided with panic hardware. This applies to
doors serving Conference room I I l/l 13 and Entry/Lounge 107 /102 and doors
from Corridor 123 to exterior exits or lobbies/vestibules servinq those exits.
Disabled Accessibility:
This building is intended to be used for short term lodging of guests. As such, it falls
under the provisions of the Americans with Disabilities Act. 1997 UBC Section
1103.1.9.2 attempts to correlate with these provisions byrequiring 2 "accessible guest
rooms". Additionally, Table I l-B will require at least 3 rooms for persons with hearing
impairments.
r The term "accessible" means complying with the non-dwelling unit,
general requirements of ANSI All7.l-1992. I would suggest that the
architect also review the current ADAAG requirements and determine if
any of the provisions are more restrictive than that contained in the 1992
ANSI.
. The Federal Fair Housing Act will likely apply to the room labeled
"employee". It will also apply to the Fifth floor penthouse if non{ransient
housing is provided. The 1997 UBC does not scope these requirements
and should be used with caution for compliance. Currently, only 2
residences are being provided. The FFHA is not enabled until 4 or more
dwelling units are provided.
o No interior accessible route is provided to the Ski Locker. There is an
exception for providing the accessible route under Section 1103.2.2 that
would be applicable. Only this level may be used for the 3000sf
exception.
o Employee Toilet Room 010 is not accessible as required by I105.2.1. This
may be exempt under the Exception to 1105.2.2 if the owner can verif,
that it is not intended for "common or public use" and that it is
"adaptable".
o A platform lift is used for access between levels on the first floor.
Historically, the UBC has been hesitant to allow the platform lift to be
used for access between levels. The current IBC allows it in more
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applications than previous. It is recognized in Section 1007.2 Item 4 as an
accessible means of egress component. I would consider its use as an
alternate under UBC Section 104.2.8.
Other Issues:
o Positive pressure ventilation relative to the adjacent parking area is
required for the employee occupied laundry in the basement per Section
1202.2.7.
O Hopefully this helps address your concems and will allow this project to move forward. Please
O feel free to contact me at any time should you have any questions about this report.
? Respecttully,o
o
; Thomas Meyers
: Colorado Code Consulting, LLC.a o
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Glassification in Codes are:
Class
lorA
ll orB
lll or C
Flame Spread Range
0-25
26-75
76-200
Example Locations
Enclosed vertical exits
Exit access corridors
Other rooms and areas
Flame Spread Performance of Wood Products
Wood and wood-based products are
widely used in interior wall, ceiling, and
floor surfaces in all types of buildings.
Appearance, acoustical qualities, and
interior design versatility have made
wood surfaces highly desired by
architects, designers, and building
occupants. This publication briefl y
describes building code flame spread
regulations on products used in interior
finish and presents performance data
on a range of wood products.
Flame Spread Requirements
Most code requirements for wood
interior finish materials are expressed in
terms of flame spread index numbers.
These values are determined in a
standard fire test which evaluates the
surface burning characteristics of a
material. Different maximum flame
spread indices are permitted depending
upon building occupancy, location of the
material in the building, and the
presence of sprinklers. Flame spread
indices in this publication are provided
for wood materials that qualify for
various building design requirements.
Test Method
The standard fire test used to evaluate
flame spread characteristics of wood
building materials in the United States is
ASTM E-84, Standard Test Method for
Surtace Buming Cha ractenstlcs of
Building Mateials.
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The test procedure exposes candidate
materials in a horizontal, rectangular
tunnel 17 3/4" wide by 12" in height and
25 feet long. The tunnel is equipped
with two gas bumers at one end that
direct a flame onto the surface of the
test material under a controlled air flow.
Flame spreads along the surface of lhe
material as the test progresses.
Distance of the flame travel and the rate
at which the flame front advances
during a 10 minute exposure determine
the calculated flame spread index.
To provide standard conditions for each
test, the tunnel is calibrated to an index
of 0 for noncombustible materials and
1O0 for 23132" red oak flooring. Indices
for lested materials can range from 0 to
over 1000.
Wood Products
Lumber, plywood, and other wood-
based materials exhibit a relatively
narow range of flame spread.
Differences result from factors such as
density, thickness, surface
characteristics and chemical
constituents. lf the material is
homogeneous, flame spread may be
considered nearly independent of
material thickness at thicknesses
greater than 1/4".
Flame spread indices for a number of
species of lumber, plywood,
particleboard, shakes and shingles are
listed in Table 1. In products such as
softwood and hardwood plywood, the
arrangement and type of components
may also influence surface ffame
spread. Some such products are
described by face species and core
composition in Table 1. All ratings are
based on the ASTM E-84 test method.
Flame spread indices for a number of
commercially available wood products
with factory applied overlay finishes are
listed in Table 2. Factory finished wall
panels are typically tested and labeled
to identify the flame spread
classification of the finished Droduct.
Finish composition, adhesive, and finish
thickness may, however, affect flame
spread.
As can be seen from the listed indices,
most tested wood products have a
flame spread index /ess than 200,
making them acceptable under current
building codes for a wide range of
interior finish uses. Flame spread
indices for a range of proprietary wood-
based interior finish materials are also
available from their manufacturers.
Commercially available fi re retardant
treatments for wood and panel products
can reduce flame spread performance
to an index of 25 or less. Check with the
manufacturer for flame spread index.
A smoke-developed index was also
measured for some of the wood
products listed in Table 1 and Table 2.
This index also has a value of 100 for
red oak. None of the products tested
exceeded 450, a limiting value
commonly used in building code
reoulations.
Copyright @ 1997, 1998, 2001,2002
Ameracan Forest & Paper
Association, Inc.
effort has been made to ensure the accuracv
the info.mation in this Dublication. the American
& Pap€r Assocjation, and the Companies
Associations identified, do nol assume
for the accuracy of lhe indices
the applicability or extension of the
flame spread values to specitic products,
their acceptanc€ for use in particular
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Reported Flame Spread lndices
Materiall
ASTM E€.+
Flame Spread2 source3 Materiall
AST E{4
Flame Spread2 source3
Bircl; Yellow t 05-l t0 UL Ced l/8"70-95 APA
C€dar, Pacific Coast Ycllow 78 cwc Douglas Fir l/4't50 APA
Cedar, Western Red 70 HPVA Douglas Fir 5/16"I l5-155 APA
Cedar, Westem Red 73 cwc Douglas Fir 3/8"I l0-150
Ctrctry 3/4"76 HPVA Douglas Fi. l/2"t30-150
Cottonwood lt5 t'I.Douglas Fir 5/8"95-130 APA
Cypress 145- 150 UL Hemlock l/8"75-160 APA
Elm 314"I IPVA Southern Pine l/4"95-l r0
Fir, Douglas 70- 100 UL Southern Pinc 3/8"100- 105 APA
Fir, Douglas 3/4" flooring 8l-98 WEY Southem Pine 5/8"90 APA
Fir, Amabilis (Pacific Silver)69 cwc Redwood 3/8"95 UL
Fir, r#hite 5 HPVA2 lRedwood 5/8' l|15 lul-
HPVA2
Gum, Red l4G 155
Hem-Fir Specres Groups 60
Larch, Westem 5 HPVA2 Ash 3/4" . Particleboard Core 134 HPVA
Maple (flooring)104 cwc Birch l/4" - Douelas Fir V€necr Core 135-t73 IIPVA
oak, Red or white 100 UI,Birch l/4" - Fuma Veneer Core t27 HPVA
Oak, Red l/4'84 I-IPVA Birch f/4" - Douslas Fir Veneer Core I l4 I{PVA
Oak, White 3/4'7'1 HPVA Birch 3/4' - High Density Vene€r
Corg ll4 TII'VA
Pecan 3/4'84 HPVA Birch f/4" - Particleboard Core t24 IPVA
Pine, Eastcm Whit€85 cwc Birch 3/4" - MDF Core t34 HPVA
Pine, Idaho White 72 HPVA llonduras Mahogany 3/4" -
Particl€board Core 105 TIPVA
Plne, Idaho white 82 WF]Y l/.\u\ 11164"t67 NIST
Pine, Lodgepole 98 WEY Lauur l14"150 IIPVA
Pine, Northern White t20-2t5 UL Oak l/4" - Douglas Fir Veneer Core 153 HPVA
Pine, Ponderov4 105-230 uL loak 3/4" - MDF core ltzt lrnve
I{PVA2 Pine, Pondcrosa ll5
Pine- Southcrn Yellow 130-195 UL 3/16' (Aromatic Cedar Flakeboard)156 HPVA
Pine, Sugar 95 HPVA2 l3/8'200 T'L
Pine, Westem White 75 UL lt2'135 HPVA
Poplar, Yellow 70-185 UL I t2"156 NIST
Redwood 10 UL st8'153 NIST
Redwood 3/8't02 UL I l/16"168 T'L
Spruce, Engelmann 5 HPVA2 3/4',145 L'L
Spruce, Nonhem UL 3/4"(Exterior Glue!88-98 APA2
Sprucl, w€stem 00 UL 3/8'140 TJL
Walnut 30- 140 UL ' t6'.| ?t T{PVA
Walnut 3/4"0l ITPVA 5/8'120 HPVA
n^6'140 TJL
5^6', I t27-t38 l,{PA2 3t4',40 HPVA
7n6', I s6-r50 |{PA2 3t4',40 TIPVA
tD"I t4-t72 l,{PAz 3t4'30 TIPVA
3t4"r47- r 58 l,{PA2 I )0 UL
Copyright @ 1997, 1998, 2001, 2002
American Forest & Paper Association, Inc.
westem Red Ccdar Shakes l/2" l,59 HPVA
Westem Red Ccdar Shingles l/2" l.t9 HPVA
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I Thickness of marcrial tested is one-inch nominal €xceDt where indicaled.
- Thc ASTM E-84 test melhod has been revised a numb€r oftimes during thc ycan referenced by the sourcc relrods. I lowcvcr, the
E-84 t€st apparatus has changed litrle over this period. Slightly differcnt flam€ sprcad indices, usually lower, result when recent E-84
oame spread calculation techniques are applied !o older wood product data. These changes in flame spr€ad indices arc not sufficient
to chang€ the flame spread class for thc wood products described in this r€pon.
3 sour""rt
APA -APA-The Engineered Wood Association, Res€arch Repons 128, Revised, August 1979.
APA2 - APA-The Engineered Wood Association Test Results
CWC - Fire Safety D*ign in Buidings, Canadian Wood Council, 1996
HPVA -Hardwood Pfywood and Veneer Associatio4 Tca Reports,202,203,335,336,337, 592, and 596; Special flame spread
performance tests, Aue. 1974;T9234,T9237,T9317,T9344,T9354.May 1995,T9422,T943O,T 3l,T9453, T9665, Febr'July
1997.
HPVA2 - Hardwood Plywood and V€neer Association, Marcl/April 1995, October/December 2000.
NIST-National Instituie of Shndards and Technology (formerly National BureEu of Standards), Technical Notes 879 and 945.
UL -Underwritels Labontory,UL 527, |^l{.ay 197l; Subje.t 723, Assignm€nt 71SC509, Mar l5 &16,1971: Assignment 84NK I898,
File Rl09l7, Mar 9, 1984.
WEY -Weyerhaueser Fir€ t boratory, 1973, 1987,luttluy & February 1988.
4 AveraEe of I8 ksts was 154 wi$ three values over 200
Slhe Hem-Fir Species Group repres€nts six spccics: Califomian Red Fir, Grand Fir, Nobel Fir, Pacific Silver Fir, Westem Hemloclq
and White Fir. The reported flame sp.ead index rcpresents a product conlaining a mixorc ofthese species. When lumb€r is from a
single speci€s refer to the specific sp€cies flame spread index.
6 E*por*" I or exterior
' Flame spr€ad of plywood is aflect€d by the sp€cies of the face veneer but can also be influenced by the speci€s of the underlying
core v€neer. various panel constructions involving certain core sp€cies show a relatively high degee ofvariability and pocntial to
yield flame spread values abov€ 200. Panel consauctions involving cores ofaspen, sumauma, yellow poplar and white fir have
exhibited this behavior wrth average flame spread indices ranging from 78 to 259. Oth€r factors, in addition to species, including
malerial and process variables rclatcd to specific manufacturers can also affect llame sprcad. Thus, for plywood parcls with certain
core species, lest data from the aciual manufacturer is particularly important in establishing the flame spread classification ofthe
Droduct.
Copyright @ l9!r7, l99&2ffi1,2002
Amcrlcrtr Forest & Prper Associatiotr, Itrc.
,1130
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l5132" vinyl Ov€rlay
lill; vinla o,err"y
l3/8" VinylOverlay
,llrzs ll/2" vinyl Overlay
155-166 l/8" Paper Overlay
I /4" Facrory Finished Prinred
llauan 3 6mm Vinyl Overlay
llauan 3.6mm Paper Ovcrlay
l /4" Factory Finished
l/4' Facrory Finished
Douglas Fir w/High Density Overlay 3
ll l6l7s
wfvledium Density Overlay 3
6" Faaory Finished Printed
l5l8" Vinyl Overlay
/16' Phenolic Paper Overlay 3
Copyright @ 1997, 199E, 2002
Forest & Paper Association, Inc.
Factory Finished Prinled
Q 'r-;4-##NGPorNr
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lcl 3Gl-l4F4ltl3
R3A BATT INSULATION
91EEL ROOF I'1ET"IEERg
gIEEL ROOF DECK
>/6. IYft,glEArHh€
z ln'
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lNgrjLATlan
lntl cDx FIFE.
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w RILLY AFPLIEP gFRAY ON
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l. rrp .x, Gy? e/o-
.ROOF A99EI1tsLY
ffi
TIVOLI LODGE Revision:Detail No:
3.lo RESORT DESIGN ASSOCIATES
1,'l8a 8PE[rcI SL SUlll ll0
EOOIm cotlnrDio E00@
INTERNATIONAI.
Lr S{'3-,l4g-936t
I.! E{FF+I9-aaSE
r|l-E-
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9/A'' DRNTUALL ON
2Xb 97tJO u'ALL -
ALIA{ EXT- ED6E
UJIE>4.EDGiE OF
STUE COLWII
BEYOi.ID
6'NOI-IINAL .I{ARDIPA|EL"
r4arERlAL oN l"PL'ruD ON gTEEL
@G JOlStS
2" HJRRll.ta u'lNgtlL.
l" ELOCKlhlG A9
READ TO ALIC+I
9IDIN6 HATERIAL
TI)/OLI LODGE
VAIL, @LORA.DO
Revision:Detail No:
320 RESORT DESIGN ASSOCIATES
lasL g8[rc] st st'ltt ilo EdIm odmlDo 8Gm
INTERNATIONAL
l.E t6+aaF$Eo lct g6-He-4||n
FIRE-
PROOFIN6
l'cre ec-
9TriB COLr.Ftl - f,
gTFUCT_
6. l.toi.tlNAL
"HARDIPAIEL'
FraTERlaL oN I'
PLYUD OhI gTEEL
ROOF JOIgTg
2" RlRRlhlG lUllN3uL
EAVE a 9II-IULATED 9LATE
ROOF a COLUl"ll.l
TIVOLI LODGE
vAlL, AORAOO
Revision:Detail No:
32Oa RESORT DESIGN ASSOCIATES
tat4 gmrcG s?- sntm 1ro
EOUIDIB Oolm|IlO 80t{}3
INTERNATIONAL
tr 303-14$-3SC6
lc|: gt3-{4Hal]S
STEEL BEA}' - RE
gTRuCTURAL
F]RE.FROOFIN6
PER CODE
GYP BD
FE; @OF FLr'}{
gCI.IEDULE
EAVE A CO?PER ROOF
TIVOLI LODGE
VAIL, COI-CRADO
Revision:Detail No:
321 RESORT DESIGN ASSOCIATES
r.r3tl SmrCG S?. gtm U0
EOttDtB O(trrrn|Do 8(xtrg
INTERNATIONAL
hr 3GF{e-38tt Lt 308-a,ae-,tl.l$l
2X4 Rr'figET
TO STEEL A{CLE
d,JTTE
FIRE-PROOFIFIG A5
REOD EY CODE
r"€,gtlc.A- 2x4
tLOc,< ATTACHED to 2xl2 u/(4) 3x I RE' 9TRUCT
NAILg
FL9l+13
2X.l2 V(4 RAFTSET
PlNg AIT/CIED TO
I-tsEAH IIEB
l,'6vp go-otl 2x4
FRA,t"l[.t6
6. NOt,tlNA ,HARDIPA\|EL'
IIATERIAL A.I 2y.4
r"fTL gruD FRA},llltc
3" eeru+L otr
2Xb 971.D UrALL -
ALI@.I EXT.EDG
U/EXI.ED&, G gltE co|-r^]-hl
EEYOND
I]EADER - FE,gTRI.ETURAL
tlJlNDOtlJ - REz
scl€puLE
EAVE A TOIJTER ROOF
S
TIVOLI LODGE
YAIL,@LoF'r'EIO
Detail No:
32la RESORT DESIGN ASSOCIATES
lasl snxtct at sttl tlo EOII& Oq nm AGilt
INTERNATIONAL
,rE 308-.l|0-$lt6
!* 36-,!a.ag-aaSs
6' HARDIFLAI.IK MATERIAL
or.l l' PLYUD oN FRA|-llr.l6
9OFFIT a I'1AN9ARD ROOF
INTERNATIONAL
Faa 3{}3-,'!fe-$fo
LL 8Gt-,ta{C-.1{}9
TI)/OL] LODGE
YA]L,@LoF'A{,.O
RT DESIGN ASSOCIAIES
sBtcG st gtnlt 110
Detail No:
322
Revision:
GOIOnTDO E08{X!
3/4' FIre, RETARDAT
PLYurooD o}/€R 5/a',
CYF- RA|1EET TO 91EEL
\R/
T
I
I
aN6LE_
RE, ROOF PLAN FlREPRooFll.|G
PER CODE
'I]ARDIPAEL'
I.IAIERIAL OT.t I' PLYUJD
ON gTEEL rcOF JOIST5
I'ITL DECKING - RE, gTRUCT-
IUBE STEEL . RE: 9TRuCT.
._1+----/--ttttt- - - +- - - -llll llll
llll llll
lnl llu llll lnl nll llll Inl llll
TIVOLI LODGE
vAtL,@Lofer'E)o
Revision:Detail No:
3.30 RESORT DESIGN ASSOCIATES
laSa sPntuct $r, sum ll0
BOITu)R qoU)R LO 8(xtr2
INTERNATIONAL
lax E08-{te-9{!6C
L& S{t3{40-44:lE
RIDGE CA?
II'F. UP OVER
ELOCK CONT-
ROOF gYSlEfl
)''"-
,.\
1
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/l
:'\ ''.
==
RE, S1RIIC1URA FOR
ROoF FRAFlll.l6 ll$o.
5FRAY CN
FIREPROOFhI6
I' rr x" Gyp aD-
.\
\.
I ''r...
l\
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\i
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I lf2"=l'-@"
TIVOLI LODGE Revision:Detail No:
3.40 RESORT DESIGN ASSOCIATES
1l8,r snltcB sr. suTlt 1r0
EOTI.I)B goUTRADO 808{}2
INTERNATIONAL
Fa* 903-149-39CC
TcL 308-{.49-*ttl3 Scale: l!!1.. f
RID4 CAT
RIN IIJF- UF O\€R
RID4 tsLOCK, CONT.
ROOF 5Y9TEF1
===?z al=====
RE' gTF,ICIURAL FOR
ROOF FRAl'lli.l6 lr.Fo-
gFRAY OhI
FlREPRooFll.lc
e" TYF x" GYP e,D.
R]DGE @ DORI1ER
TIVOL\ LODGE oot , cpL6p,\Dto
Revision:Detail No:
3.41 RESORT DESIGN ASSOCIATES
1*94 SmrCE Sr. SI'Itt rl0
SoITIDIR @Irn|Ix) 80302
INTERNATIONAL
fa:E 803-a49-E366
TGL 809-449-44t13 Scalc: llh. . I
COFFER OtrR 2'(1
2r2 19. PFr'J"|E (P)
@t{t. v1. wftql PLA1E -
EOLT TO FLY.
A ON 9/A' FLY.. I,U g.OPE
COFFER ON CLEA
9/4. tuY. f,-Af A.l
3 5rA. gtl-. STUD FRAF I€
TYP CI{II-1NEY
TIVOLI LODGE
VAIL, @LofeADO
Detail No:
3bo RESORT DESIGN ASSOCIATES
1434 gPnUCE tlt SttTl 1r0
BOIrU)n OOUTRADO 80902
INTERNATIONAL
Fa- 803-149-E386
tcl: 803-a{9-44{Xl
COffi< FINEAL
f.4q
$r
i'={,E
y"'6i\
slc..
ww
(a; e n-asrrrue
Wl ,n ,7i'sntos
M 9 nru 4" t4rrJ
UP UNOCR,I
TOIUER CUPOLA tl \7 ttr2"=t'-@,,
T\VOLI LODGE Revision:Detail No:
3.61 RESORT DESIGN ASSOCIATES
la{l,l gPBUcE sr. sum 110
EOrntlR oolonaDo SGna
INTERNATIONAI,
Far: 803-149-St66
T.L 8o3-44e-/l{txl
91EEL FLATE
cor.lr-lfDlaHgrEEL
PIPE 9ET
EXPADED FITL ME$I
u/@NT. CAF - U-tsOLT
TO PIPE
SAUJCUT ftLE .
5EA-cOl.lT tllRAP tUF- P
KNIFE FLATE . 2'-A' MN
IU/A'.I EXTRA LAYER OF IlfiERA|E
KNIFE PLATE ' 5'-@"
oc.t'1Ax n&E dJT G
3. a-are u4.taLF RotND gLEE\/E5 IIJELDED TO IT
-CONT DOTIN TO EAgE
PI-AIE UELDED TO
AI.IGLEg IIELDED TO
ROOF STFTICTTJRE
TYP- 9NOIU GUARD
TIVOLI LODGE Revision:Detail No:
3.10 RESORT DESIGN ASSOCIATES
1434 SSn Ct tlL St ltl llo
EOoUrn ooloRlDo qxloz
INTERNATTONAL
t 8 803-,t149-8:m
LL 3O8-149-{l{Xl
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
O
o
o
o
o
o
O
o
o
T,9. OR iI,,F. COLUHN
RE' 9TRUCruRE
3 LAYERg I/2U TYPE UXU
6YP9I^F1 EOARD PER
UB-C.TAtsLE 14,
ITEFI I-12 FOR 2 HOTJR RATIT.IG
TIVOLI LODGE
VAIL, COLOPADO
Revision:Job No:2311E@,Detail No:
33 Ihara Ep lC
RESORT DESIGN ASSOCIATES
usa gnrcE st 8rrtll u0 g'I,IE @IIn|DO 6OEG
INTERNATIONAL
hs 3GF110-EE66
l.L 306-.4{0-4aSE
Datc: @t6lol
Scale: W.14
l r' DIAH- lRohr ropRAtL
4X4 gTEEL PO T BEYOI.ID
1,, lRohl PICKE'
gLOFE Coi,lc. TOPPI}{G |/2"
FER FOOT TO DRAIN
uteAP coFFER FlA9r.llr.t6
OV€R CURts ' FRO1ECT
FROT,T DAF1AGE
T.O. CONC TOPPING
RE' PLAN9
COFFER FLA9I{II.I6
2 X u,ooD TRll.l
PAINT I^O.IDERgIDE C
EXPOSED FfEEFAts CO}IC.
PANEL- @LOR7tsD
5lJrcO gYgTEl.l
tsALCONY EDGE
4
3'-@"
TIVOL] LODGE Revision:Detail No:
4.lo RESORT DESIGN ASSOCIATBS
t.sa $n['ct sL tntrr tlo
EOI,IIIB CUTBTDO sxros
INTERNATIONAL
!!r E08-,a.fg-$166
?cL 908rtl9-+lg3
| ," Dlr'J.1. tRoN ToPRA|L
I" IRON PICKET
\s
I
cc\
SLOPE coNc. ToPPlN,lG l/2"
PER FOOT TO DRAIN
(-.l X
I I"fi
{fr-J9-g=tNq. rci=o'*o"'
T RE' PLAN9
COPPER FLASI]IhIC
2 X IIJOOD TRIM
1 >/8"
5TONE VENEER
TIVCLI LODGE
VAIL, COLORAPo
Revision:Job No:Detail No:
4.ll RESORT DESIGN ASSOCIATES
1t134 SPBUCE ST. SUm llo
BOITU)m COIORADO 80302
INTERNATIONAL
Far 303-449-3366
TeL 303-449-44{t3
i.#
@on 2ll
EI.IFLOYEE I'..IIT
I
I
{#FffRrcruRAL sLAB
TI)/OLI LODGE
uorr,
"oy6p,t|JDo
Revision:Detail No:
4.12 RESORT DESIGN ASSOCIATES
t.l8a snoct st sum 110
EOOIDTB OO!!RrDO 8Gm
INTERNATIONAL
tl* 8(F-a4e-$trC ?d SGI-rlle.{||Il
TYP INTERIOR DOOR 9TYLE
TIVOLI LODGE Revision:Detail No:
b.2l RESORT DESIGN ASSOCHTES
r,'l34 SPiUCI SL SUIIE Uo
EOTTu)R COIORADO 8(xt02
INTERNATIONAL
f!r: 3O8-{J9-3{166
LU 808-149-a4{13
I]EADER - RE, STRUCTURAL
CASII.IC FROFILE TO BE
SELECTED BY OI$.IER
DOOR RE: €HEDULE rcR
srzE. zulr'lc A{D FIRE
RATII..IG
LINE OF CASINIG BEYOND
T|VOLI LODGE
VAIL, C,OLCRADO
Revision:Detail No:
b.22 RESORT DESIGN ASSOCIATES
1.104 EPRI Ct Sl. SUI|A UO
BOITIDR OOIOnII)O 8080i1
INTERNATIONAL
F.r 808-99-3:188
lcl: 808-a4e-44{lB
LINE OF BAff BELOIU
cAgf l.,16 10 0E SELECTED
BY OIINER
DOOR RE, gCI..IEDULE FOR
SIZE. SUJII.IG. AND FIRE
RATINIG
TIVOLI LODGE
VAIL, @LORADO
Revision:Detail No:
b.23 RESORT DESIGN ASSOCIATES
r,l3{ sPnxrcE sL st'ltl r10
BOUU)n COU)RIDO 80802
INTERNATIONAI-.
trr 808-{4F3{m
lcl: 3{13-,!149-41{18
LAP BIJILDhC PAFER blTO
DooR ROUGH oFENll.lG
FRIoR To sErrhc uAoan
oerelmfiYp-ALL Ms)
tu3-9ll-l
I.IEADER RE; gTRI.ICT-
FILL GAPg AROTJND ALL
DOO# tU,/ INSTJLATION, TYP-
COPFER E-A,9I{bG /{I.D
SEAA..IT, EXTEND A" HII{
UP 9HEATH T3
DOOR r,.hllT
RE: 9CFIEDULE FOR 9lZE,
gtl,IhIG, AtD FIRE RATII{G
FROVIDE JAME EXTBI9ICi..I
AT ALL DOOre AS REA'D
CASI}I6 TO BE 9ELEC1ED
BY OUNER
3" .l'-Otl
TIVOLI LODGE
VAIL,@L&,ADO
Revision:Detail No:
530 RESORT DESIGN ASSOCIATES
lasa @Rlrcl sL solll tto
EOIIDIB OOImIDO A0E02
Ili|'TERNATIONAL
F.r 3dl-{aF386G
L& s{}C-{ao-4lslS
LAP BUILDING PAPER INTO
DOOR ROLI6I.I OPENING
PRIOR TO gETTI}..IG DOOR
OR TRIH (TYP- ALL 9IDE3)
ru3-gtH
gTOIIE \€NEER
gTONE VENEER BEYOND
FILL 6AF9
AROLITID ALL DOOreUl
INSTILATION, TYP.
FROVIDE JA}'B D<IEHSICiI
AT ALL DOORS A9 REO'D
CA9IN6 TO EE 9ELECTED
BY OUNER
DOOR I,,INIT
RE' gCI{EDULE FOR gIZE,
SUJIbIG, AND FIRE RATING
TIVOLI LODGE Revision:Detail No:
531 RESORT DESIGN ASSOCIATES
1a34 SRUCE ST. St m 110
EOttu)tRcou)nrDo 80802
INTERNATTONAL
Far 309-.49-8It88
TGt 808-{49-44{!a
I|QAP II.I' I.IEIIBRAE
UP tt |DER DooR
IHRE+IOLD DooR re' 9cl.lEDuLE
FOR 9lZE, 9ruhl6, AID
FIRE RATING
FLOOR AgsEI1BLY
VARIES
I2' EXPA5ION JOINT
FIA1ERIAL
PAVING YARIES
DOOR T}1RE9HOLD a gTONE \€NEER
I l/2u - t' -ou
TIVOLI LODGE
v41y,6plofRADO
Revision:Detail No:
,.32 RESORT DESIGN ASSOCIATES
tasa sPBuct sL sum r10
BOITUIEB COLBADO 808ff1
INTERNATIONAL
trlr: 3{Xt-|40-gEl66
TcL 803-4!19-l{13
}.IEADER RE, gTRLICT.
BLOCKIN6 A5 REA'D
CA5h.{C TO SELECTED BY
ou,.lER
gEALAttIT AlD tsACKING ROD
---1--
sroNE \zeNEER BEY'ND
FILL GAPS AROUND ALL
DooRs u/ lNsuLATtoN. rYP.
PROVIDE JAFIB EXTENSION AT
ALL DOORg A5 REA'D
DooR IUITFI TRA}.ISoI1 Ae,c^,,E
RE: gcFlEDuLE FoR glZE.
gUJll.|G r FIRE RATlt 16
DOOR I.{EAD A FATTERED LAP BUILDIT.IC FAPER INTO
DOOR ROrJ6r.l OPENli.tC PRIOR
TO 9ETTIN6 IUINDOTI, OR TRIII
(TYP- ALL 9IDE9,)
TIVCLI LODGE
VAIL, @LORr'tr)O
Revision:Detail No:
9.33 RESORT DESIGN ASSOCIATES
r€4 gPRUst ln. sultt 110
BOUU)m COITRIDO 0090A
INTERNATIONAL
F.r: 3o8-{a$-8t188
Tcl: 303-{49-{tl{l
HEALltrl< |<E:9lKU(-1,
I T CaP?ER FLASHING .I ,/ SEALANT, EXTEND 6' I,IIII-
,. / uP sHEAr..tll.rc
BLOCKII{G A9 REA'D
CAgING TO BE
gELECTED BY
OuNER
PRo\/IDE JAmB EXTENgION
AT ALL DOORS AS REA'D
DOOR UNIT
RE, gCI.IEDULE FOR SIZE,
S,tUll.,lG. A{D FIRE RATINC
CA9ll.lG TO BE 9ELECTED
BY OIINER
DOOR IJEAD A
BATTERED STONE VENEER
Detail No:
b33a
Revision:TIVOLI LODGE
VAIL, @LORADO
RESORT DESIGN ASSOCIATES
r{a4 wHrct ItT. sltttB 110
BOITu)ES (x)UlRAlX) 80802
INTERNATIONAL
Iar: 803-449-3{16O
lc& 803-{4Fattttl
LAP E|JILDIIIG FAFER
INTO DOOR Rou6r.l
OFENII{G PRIOR TO gETTll.lC ll,lNDotl, OR
TRIFI (TYP. AL
9lDE9)
LINE OF BATTERED
9TOI.IE BEYOND
STONE gILL BELOIIJ
IIEADER RE:9TRIICT-
FILL 6AP9 AROIJFID
ALLDOOreU/
INSIILATION, TYF.
BLOCKING Ag REOD
PROVIDE JA4B
EXTENgION AT ALL D@ A9 REA'D
TIVOLI LODGE
vAlL,@tOe,AOO
Revision:Detail No:
,34 RESORT DESIGN ASSOCIATES
r{3{ smcl sr. $'lrl 110
BOTTMB OOlmrDO 8090e
INTERNATIONAL
tlE 8l}3-rL9-glt!O
L& S(}g-.4e-aasg
BATTERED STOhIE
\GNEER BEYOI{D
RE, DOOR gCIIEDULE
rcR FIRE RATING
/6i.lD SUTING
PROVIDE JAI"1B
EXTENgION AT ALL
DOOPS A9 REAIRED
CAgIIIG BEYOND
tuooD DooR
THRE$IOLD
II,RAP
II'ATERPROOF
I'4EI,IBRAE I..}.IDER
THRErcLP
t
lo, rcEcA9T
UJALL
DOOR TI-{RE9HOLD @
tsATTERED gTONE
TIVOLI LODGE
VAIL, C,OLoF.ADO
Revision:Detail No:
b.3b RESORT DESIGN ASSOCIATES
lasa lFnltcE 8t gum lto
BOITUTEn q)U'RAIIO 60302
INTERNATIONAI,
F.a 808-,149-9860
161 303-149-4a{tg
LAP BTJILDING PAPER
INTO DOOR ROIJGI]
oPENlll|c PRIoR TO
SETTIhIC DOOR OR TRII,I
(TYP- ALL 5IDE9)
COPPER FLA$.IING .
SEALANT. EXTEND 6"
Mh.I- UP 9HEATI-IING
HEADER RE, STRLICT.
FILL GAPS AROU.ID ALL
DOORg rul INSULATION.
TYF.
DOOR UNIT RE;
SCHEDULE FOR
'IZE,zulNc, . FIRE RATll.r6
PROVIDE JAF1B
EXTEN9ION AT ALL
DOOFS A9 REA'D
DooR l-.lEAD a 9lDlNG
rlJl TRAN90I.'1
3"=l'-@'
T|VOLI LODGE
VAIL, @LORADO
Revision:Detail No:
b.bo RESORT DESIGN ASSOCIATES
la{L gPEucB sL IrrJIlB 110
BOTIITER OOU)RADO 80302
INTERNATIONAL
Frr 809-r149-8{t68
T.L g{t8-,4{9-4488
w6-gtn
lx uJooD glDlhlc
UJRAP BI,IILDI}.IC PAPER
INTO DOOR RC{.JGH
OPENIN6 PRIOR TO
SETTING DOOR (TYF- ALL
9lDE5.)
DooR r.^[.llT RE,
gCI{EDULE FOR SIZE.
zult{G. r FIRE RATlr.l6
DOOR I.]EAD AT g]DING
TIVOL| LODGE Revision:Detail No:
bbo RESORT DESIGN ASSOCIATES
1,184 SPnXTCE $L SUm 110
EOLu)ER C()I{TRADO 8{t802
INTERNATIONAL
lax 903-449-3{!86
lcL 8ff1-{4}-t{8tl
w6-gtn
lx ul?oD glDll.lc
FILL GAPg AROI^hID ALL
DOORS tDl INAJLATION,
TYP-
UIRAP gUlLP1N6 PAPER
INTO DOOR Rorl6r.l
OPENII..IG PRIOR TO
SETTII.IG DOOR (TYP ALL
9tDE9)
DOOR IAIIT RE;
rcHEDULE FOR gIZE,
9r,lr.{6. . FIRE RATlr.r6
CA5II.IG TO BE gELECTED EY OII'{ER
DOOR JAI'18 AT 9IDING
TIVOLI LODGE
VAIL, C;OLORADO
Revision:Detail No:
b.bl RESORT DESIGN ASSOCIATES
1A?r SPROCI St Suttt 110
EOT'u)B @IORADO 8(xN2
INTERNATIONAL
laa 303-99-3t166
TcL 803-449-4a{ltl
D@l E,a.rtq|.!Fr ae!, r/r€, rao tl- tarrs
-a[-
i
:
a
.i
''|'<i
<i
Ato.cotc,.Y RE' PL4I{S
DOOR TT{RESHOLD AT 9IDING
TIVOL| LODGE VAIL,@L&ADO
Revision:Detail No:
,b2 RESORT DESIGN ASSOCIATES
148{ SnUCt St $rm lto
AOUIJIEE OOIOn^IN EGl()z
INTERNATIONAL
Fa:: 303-l4e-3{168
to} 303-1,49-.t{ttt
FROVIDE JAIB EXTENSlot l
AT ALL DOORS A9 RE@'D
DOOR IJNIT
RE' SCHEDULE FOR 3IZE.
SII,IhIG, AID FIRE RATIT.{C
CAgll.lG TO BE SELECTED
BY OIINER
DOOR I..IEAD AT EIF9
TIVOL| LODGE Revision:Detail No:
8.10 RESORT DESIGN ASSOCIATES
la{ta sRuct gt st nB 110
BOUU)n COU'RIDO 8{XlO2
INTERNATIONAL
F.8 g)3-44&-$m
TGL 30{l-aae-a4{Xl
DOOR I.JNIT RE,gCI.IEDULE rcR iEE,gUlhlc. . FIRE RArll.lC
DOOR JAI1B AT EIF9
T\VOLI LODGE Revision:Detail No:
5,Jl RESORT DESIGN ASSOCIATES
1484 SPR[rCt St SI'Itt llo
EOnUlm oourRADo 80802
INTERNATIONAI,
Far. 308-.L9-9966
lcl 308-.149-41{tS
gTEEL A}{CLE -
RE, 9
I.]EADER -
RE' STRUCTURAL
SEALANT A|D
BACKII.&3 ROD
T|VOLI LODGE
VAIL, @LORADO
Revision:Detail No:
b.3 RESORT DESIGN ASSOCIATES
la{ta gPRucE st !ilr}tl 110
BOI'IDB @IrnADO 8$tO2
INTERNATIONAL
laa 303-{.10-8366
T.L 8o3-49-ta:lS
I.IEADER -
RE:9TRIJCTURAL
cagh.tc 10 BE
3ELECTED EY OTIAIER
3".1,-@''
TlVOLl LODGE
VAIL, @LORADO
Revision:Detail No:
b.3l RESORT DESIGN ASSOCIATES
t{sa sRucB st sttfft uo
BOl,IDln oot RADo 80902
INTERNATIONAL
P.! SG'-.4F3368
T6L g)3-|{e-a4g{l
KE,
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scl..fEDuLE FoR 5lzE
AID \GNTII{6
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TIVOLI LODGE
VAIL, @LoF,ADO
Revision:Detail No:
b.32 RESORT DESIGN ASSOCIATES
1{S{ gRttCE St Som UO
BOIUIB CI,IOnIIX] Eog{rz
INTERNATIONAI
lex 308-.149-8{166
Ic[- 803-{J9-4ltl3
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PLYIJJOOD
CAgING TO tsE gELECTED BY
OUNER
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REAUIRED
TIVOLI LODGE
VAIL, CPLCRADO
Revision:Detail No:
bAo RESORT DESIGN ASSOCIATES
l'l{L gBnCl Sr. SUllE U0
BOUU}IA @IrRlIXr 80802
INTERNATIONAL
F.r. g)3-99-8866
L& 3OS-4J9-Lg3
gEALAIT AID
BACKIhIG ROD
PLYTI'OOD
CAgING TO BE
GLECTED EY
OIINER
BLOCKING AS
REAUIRED
TIVOLI LODGE
VAIL, @LoF'ADO
Revision:Detail No:
bAl RESORT DESIGN ASSOCIAIES
1.184 Sn[rCE $L llulll 110
BOlruEn ooutnlDo 809t2
INTERNATIONAL
laa 3O3-al9-S188
IGL 803-a{g-l43:l
TIVOL\ LODGE Revision:Detail No:
b.42 RESORT DESIGN ASSOCIATES
t,l8a sPmrct s?. stm lro
8oltu)tB oourRrDo 60tx)2
INTERNATIONAL
laa 3qFaa9-$l6O
lo& 8Gl-Lg-*ltXt
3/4" ElF9
gLOPE T@
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CASINC TO BE qEI E/'-TEN B\'
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REALIIRED
IUINDOTU I]EAD a E]F3
TIVOLI LODGE
VAIL, COLORADO
Revision:Detail No:
b.b RESORT DESIGN ASSOCIATES
r.rs{ sPRtrcE sr. $rm 1ro
EOnU)n @II)RADO 80SO2
INTERNATIONAL
Fax 803-{49-31186
ft& 8{t3-{J9-aa{Xl
PLYIIOOD
cAglt{670 eE
GLECTED BY OIII{ER
BLOcKlr.lc A9
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VAIL, @LOPADO
Revision:Detail No:
b.bl RESORT DESIGN ASSOCIATES
t{3a snlrct sL sttlTt 110
EoIrrDER @Uln DO 80S0S
INTERNATIONAL
Fax 803-a{9-8:l06
IGL 8{rg-l{o-{4lXl
SEALANT I
BACKIT{C ROD
LUINDOIU 9ILL A EIF9
TIVOLI LODGE Revision:Detail No:
b.r2 RESORT DESIGN ASSOCIATES
1.l3{ SBT CE t}L Slrtt llo
BOtUltB @u)n In 8(xn2
Ilil]TERNATIONAL
Far 803-4{e-9866
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RE' SI{EDULE
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FIRE RATII.I6
TIVOLI LODGE Revision:Detail No:
6bo RESORT DESIGN ASSOCIATES
l.sa snuct st st ll8 uo
BOIIM OOUTRIDO 0(xn2
INTERNATIONAL
lax 803-14F8{186
lc[: 808-44F4alB
IRON GRATE A gfrALL I.UINDOI,U ll \7 t"=t'-o'
TlVOLl LODGE
VAIL, @LORADO
Revision:Detail No:
bbl RESORT DESIGN ASSOCIATES
l.sa pnlrcl st sum 110
EOrrIDtn @urnrDo 80(m8
INTERNATIONAL
lax 809-449-E{188
?G& 8o8-{40-a,rgg
aECTION AT
BLOCKIN6 TYP-
REFER 10 ELEVATI6I9
FOR g}IJTTER IYPE
1.G UO@ glDll{6 An
PLYu,D. gHUTTER
SEAAI..|T ' BACKI}I6
ROO
HEAD OF gI.]UTTER
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VAIL, @LC/RADO
Revision:Detail No:
b.b2 RESORT DESIGN ASSOCIATES
l{84 gPn[rcE st gultl u0
BOI'IDB OOI'NADO 8Og)'I
INTERNATIONAL
La EO3-149-8366
?c& SOg-aJC-|JgS
ta"6A. gTRAPg o
l,6, OC- - 5ET lNrO
KERF ' NAILED
rOP G HANDRAIL
IRRIGATION LINE
gCREII' TIIROI,J6H
RAIL INTO FLOI,I.ER
BOX - DO NOI
PENETRATE LINER
GALVAIZED gHT.
F|TL, LINER UJl
@LDERED JOINTS gET INTo KERF tlj/
nasTtc
€REIIED 16LUED
TO6ETI{ER
I ln'
FLOTUER BOX
TIVOL| LODGE Revision:Detail No:
bb3 RESORT DESIGN ASSOCHTES
143.1 gPXUCt St $,ltt llo
EOITIDIROOU'RIIX' A0$2
INTERNATTONAL
lar: 3Gt-,149-8866
t u 90t-,149-448{l
gTAINED U,OOD
BUILT.UP BE,4I.1 V IN" clHATfER
ln BiEr'f,l RJLL tsEAI-I
tsUILT-UP BEAI1g
TIVOLI LODGE vAlL,c,/LoFaoo
Revision:Detail No:
J,ll RESORT DESIGN ASSOCHTES
t43a gPnltcr sL slrut 110
Borruln corcBrDo 8(xr0:,
INTERNATIONAL
Fa= 808-l{9-$166
lcl 803-149-,H38
BUILT-UF BEA1 Ul IN" C.+{ATJFER
sEE R'cP-'g FOR LAYOI,IT
?n =l'-@u
TIVOLI LODGE
VA]L, @LORAD.O
Revision:Detail No:
1.12 RESORT DESIGN ASSOCIATES
143{ SRITCE St SIrItt lr0
BOrruER GOUtRtIn W?tM
INTERNATIONAL
Lr: 3Gl-449-33G8
T.L 3{Xl-149-,L9{l
CROUJN I.IOULDING
TIVOLI LODGE
VAIL,CpL,ORADO
Revision:Detail No:
1.13 RESORT DESIGN ASSOCIATES
taEa gnocG st som uo wla odmrDo 6m
INTERNATIONAL
lba S-aae-8864
ItaL S=lrlHl3t
FIREPL AciE I{EARTI.{ll \_7 t'.1'-@"
TIVOLI LODGE ,ort, @yqRr'D,o
Revision:Detail No:
121 RESORT DESIGN ASSOCIATES
l.aEa Snocl 8rt SItm 110
BOtl![8 ooLFADO 6aEtO2
INTERNATIONAL
l.r 36-..{0-EE6C l& 30O-r319-4lEE
3/4I GRAT.IITE gLAE
W UA'? ETILLNOSE
gLAB 6RAIITE
SKIRT
6x l+ 6R'AlllTE +
TILE tsACK9FLA9I{
w *LlO UOOD
BLOCKII.I6
x 901-lD u,ooD
ERACKEf9 II'l
cr{A}fER9 .24',OC.
6'STIID II'ALL
Ul ELEC. OUTLETg
RAIL IgTILE TIJOOD
F,/6NELflla (Sll.1 10
CABh€T gTYLE) O}I
ln" tuYuooD Gl b,
6ruD9
BI
TIVOLI LODGE vAaL,40R&O
Revision:Detail No:
130 RESORT DESIGN ASSOCIATES
rasa stoct a?. Suttt lro toul& odm|Do &lcl
INTERNATTONAL
lrr t08-{ae-$CC
?cL 0G-.LH4$l
INPERCOLF{rER
Ll€rl-lT RE; ELEC-
3/4'crRAllTE 9LAE ul 3/8" e_ aJLLNOSE
Revision:Detail No:
131
TIVOLI LODGE
v41y,6flQpADO
RESORT DESIGN ASSOCIATES
Irlsa SKICI gL Stlll ltO
EOUIA OoI4|DO 00t@
INTtsRNATIONAL
t r S-.440-33!6 lc} E03-$HIEE
STOI€ SLAE
9IDEgFLAgI{
3t4'ftY
EASE CABh{ET
gF{OU,ER II'ALL
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vAlL, ccl-cRtllDo
tail No:
1.41 RESORT DESIGN ASSOCIATES
t.rsa smtc8 8t $rm lto
E@tm @rn|Do 6Gm
INTERNATIONAL
l.r 808+He-8866
LL ErS-ale..+9E
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, SLO?E
'va" / Fr.
x
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l/8" / FT-'
TIVOLI LODGE
vAlL, cpL&Atro
Revision:Job No:zgl1ElDO Detail No:
1.42
Ihara By: fC
RESORT DESIGN ASISOCIATES
tasa smrct sl. sum lro mrE odonrDo 808@
INTERI'.IATIONAL
ILE 80O-|{C-8866
lcL 86-1|c-*rgg
Datp: @iltol
Soalc: W.l4