HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5B TRACT A GORE CREEK PLAZA,l '
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Design Revieuu Board
ACTIOH FOR]4
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 tax: 970.479.2452
web: www,vailgov.com
Project Name: GORE CREEK PTAZA
Project Description:
ProJect Address: 193 GORE CREEK DR VAIL
193 GORE CREEK DR
DRB ilumber: DR8070150
Location:
FINAL APPROVAL FOR AN A/C CONDENSOR UNIT, MECHANICAL EQUIPMENT SCREENING, AND
THE REPLACEMENT OF AN EXTERIOR SPIML STAIRS
Participants:
OWNER SLIFER, RODNEY E. & ELIZABETO4II3I2OOT
230 BRIDGE ST
VAIL
co 81657
APPLICANT GORE CREEK pt-AZA CONDOS 041t312007
Legal Description: Lot: 58 Block: 5 Subdivision: VAIL VLLAGE 1ST
Parcel Number: 2101-082-1300-3
Comments:
Motion By:
Second By:
Vote:
Conditionsr
BOARD/STAFF ACTION
ACtion: STAFFAPR
Date of Approva| 0612117007
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PIAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0009087
The applicant shall paint the louvers of the mechanical equipement screens to match
the existing deck rails, prior to approval of a final inspection.
Planner: Bill Gibson DRB Fee Paid: $250.OO
Minor Exterior Alterations
Application for Design
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81557
tell 970.479.2L28 tax: 970.479 -2452
web: www.\railgor.com
General Information:
All projects requiring design review must reeive apprwal prior to submifting a building permit appliotion. Please
refer to the submittal requiremenE for the particular approval that is requeSed. An applioUon for Design Review
cannot be accepted unul all required informauon is received by the Community Dwelopment Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Envimnmental Commission.
Design review approval lapses unlacc a building p€rmit is issued and construction commences withln
one year of the appruval.
Locationof theProposal: tot: SK ebckt O Subdivision
Physical Address:
p".""|no.,@(ConbctEag|eCo.Assessorat970-328-8640forparce|no.)
Zoning:
Name(s) of Owner(s):
Mailing Address:
Phone:
Owner(s) Signature(s)!
Name of Applicant:
Mailing Address:(o
E-mail Address:
fipe of Review and Fee:B Signs
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Conceptual Review
New Conslruction
Addition
Minor Alteration
(mu lti-fa mily/com mercial)
Minor Alteration
(single-family/duplex)
Changes to Approved Plans
Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For consfuction of a new building or demo/rebuild.
$300 For an addibon where square ffige is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
re-rooftng, paintng, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor dranges to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, bnces and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
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Dcpartment of Commtniry D eaelopmcnt
75 South Frontage Road
Vail, Colonda 81657
970-479-2138
FAX 970-479-2452
uww.uailgou.conr.
April 30, 2007
Mark Schnupp
Highland Builders Corporation
PO Box 6345
Vail, CO 81658
RE:Gore Creek Plaza Buibing (DRB07-0150)
193 Gore Creek Drive /Part of Tract A, Block 58, Vail Village Filing 1
Dear Mark,
The Town of Vail Staff has reviewed the Design Review Application for the replacement exterior
spiral stair and new air conditioner condenser al the Gore Creek Plaza Building. The proposed
air conditioner condenser does not comply with the Town of Vail's adopted design regulations.
Pursuant to Sub-section 14-8-5-G, VailTown Code:
"Rooftop heating and air conditioning equipment, Iarge vent stacks, elevator penthouses
and similar features shoutd be avoided; however, if necessary, shall be designed to be
compatibte with the overall design of the structure or screened from view of all adiacent
propefties."
This application has been scheduled for review by the Town of Vail Design Review Board at its
Wednesday, May 16, 2007, public hearing. Please submit revised plans addressing the ilem
above by no later than Noon on Monday, May 7,2007. lf you have any questions or comments,
feel free to contact me directly at (970) 475-2173.
Sincerely,
A-l.Zz--?2. -4--+
BillGibson, AICP
Town Planner
Town of Vail
{sryn'uo'*o
FRITZLEN PIERCE ARCHITECTS
VAIL, COLORADO
May 3, 2007
Bill Gibson, Town Planner
Town of Vail
75 S. Frontage Road
Vail, CO 81657
Re: Gore Creek Plaza (DRB 07-0150)
Your Letter of 4l3OlO7 to Mark Schnupp, Highland Builders
Mechanical Equipment Screening
Biil,
In response to the above referenced letter, the Core Creek Plaza Condominium
Association proposes to enclose the proposed mechanical equipment a louvered roof
top equipment screen per the attachments.
The Condensing Unit will provide air conditioning for the Sweet Basil Restaurant
and is a MACI20 Air Cooled l0 Ton Chiller (26"X 60"X 60" high) and is located per the
attached Third Level Floor Plan.
The screen will be Architectural Louvers V2KS that will be installed on all 4 sides
and will extend 6" above the height of the Condensing Unit. The colorwill be black
Kynar per the attachments to match the nearby railings and metal stairs. Visibility
through this screen is 0% at eye level or below and should provide complete
concealment from this third level installation.
Please contact me if you have any additional questions.
Best Regards,
William Pierce, Architect
Cc: Mark Schnupp
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Bill Gibson -mechanical equipment screen- Gore Crcek Plaza
From:
To:
Date:
Sublect:
CC:
Bill Gibson
William F. Pierce
0510il2007 11:02 AM
Re: mechanical equipment screen- Gorc Creek Plaza
Mark Hallenbeck; matt@sweetbasil-vail.com; rslifer@slifer.net
Hey Bill,
Per our phone convercation this morning, the Town of Vall Staff has again determined that the proposed
location of the Sweet Basil air conditioner condenser is not acceptable and still does not comply with the
standards of the Vail Town Code. The proposed plans must be re-rerrised to comply with standards of the Vail
Town Code, and then be resubmitted for further review by the To$rn of Vail,
Additionally, it appears that the recently installed mechanical equipment currently located on Sweet Basil's north
deck has not yet been screened. As required by the Vail Town C.ode, plans demonstrating how thls
equipment will also be screened must also be submifred. Please be aware that the Town of Vail will not
approve the final inspections for the Sweet Basil remodel until these lssues have been resolved.
If you have any questions, feel free to contact via email or at (970) 479-2L73.
Bill
Bill Gibson, AICP
Town Planner
Town of Vail
75 South Frontage Road
Vail, CO 81657
(s7o) 479-2173
(970) 479-2452tax
>>> "William F. Pierce" <bill@vailarchltecG.com> O5lO3lO7 11:09 AM >>>
Bill, Please find the attached letter and summary ol our application for screening the mechanical equipment at
lhe Gore Creek Plaza Building in response to you letter to Mark Schnupp on 4130107. I will have 3 hard copies
with full data on the screening device delivered to you later loday.
Bill Pierce
Fritzlen Pierce Architects
Top 100 Mountain Architects
1650 East Vail Valley Dr. #C-l
Vail. CO 81657
p:970476-6342 ext.llf: 970-476-4901
biil@vail-ar-ph_ile-s1s,pqm
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file://C:\Documents and SettingsWdministrator\Local Settings\Temp\GW)00001.HTM 05/07/2007
V2KS 2'' DEEP 45 DEGREE STORM K BLADE
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A 2005 Harray, LLC
dba Architectural
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An,eHTTEtrTURAL.-t lI.fl.U.V.E.R.t
Equipment Screens
Product Catalog
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Louwrs Catalog
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VZKS Equipment Screen is an inverted louver blade vision barrier.
Louver blades nrn horizontal with intermediate vertical supports for
attachment to stnrctural framing.
This economical model has the following characteristics:
r Horizontal Blade Orientationc 2.25" Blade Spacing
o Vertical Angle zupports for easy attacbment to stsucttual frming. A variety ofstandard finishes are available
o Wind loadratings to 100 mph
Visibility through this model eguipnent screen is 0% at sight line 0
degrees (horizontal) or below. The visibility ttrough the screen increases
as the sight line angle increases from horizontal (approximately 400lo
visibility at 45 degrees above horizontal).
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I NSTALLATION INSTRUCTIONS
EQUTPMENT SCREENS / VISION BARRIERS
SECTION CONNECT
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BOLTCLIP ANGLESTO
STRUCTURAT SUPPORTS
MAXTMUM 36" O.C. OVER
VERTICAL SPAN. SPLICE
SECTION IS PROVIDEDWITH
ANGLES ENTIRE HEIGHT OF
LOUVER SECTION. BOI-T
LOUVER SECT]ONSTO EACH
OTHER AND TO CLIPANGTES
PROVIDED.
MIO SECTION DETAI.
(2)\-/
BOLT CLIP ANGTES TO
STRUCTUML SUPPORTS
MAXIMUM 36" O.C. OVER
VERTICAL SPAN.
INTERMEDIATE STIFFERNERS
ARE PROVIDED TH€ ENTIRE
HEIGHT OF LOUVER SECTION.
BOLT LOUVER TO STIFFENER
AND TO CLIP ANC{ES
PROVIDED.
CORNER
DETALo
BOTT CLIP ANGLES TO
STRUCTURAL SUPPORTS
MAXTMUM 36" O.C. OVER
VERT]CAL SPAN. SPLICE
SECT]ON IS PROVIDEDWTH
ANGLES ENTIRE HEIGHTOF
LOUVERSECTION. BOLT
LOUVER SECTIONS TO EACH
OTHER AND TO CLIP
ANGLES PROVIDED.
RtrHITEGTURAL
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T6S4COLDBROOKLANE PH:88&56&8371
CINCINNATI, OH 45255 Fx:888-56&E370
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TOWNOFYAIL, COLORADO Statement+**++**********'t**************************+++************f*******,3************1.*t {.***'tt******
Statenent Number: R070000472 Arnount: 9250.00 O4/t3/2OO7O4:26 pV!
Payment Metshod: Check
HAT,IJENBACK
Init : iISNotation: 292/NlIiRK
Permit No:
Parce]- No :Site Address :
IJocation:
This Payment:
DRB0?0150 T!4re: DRB-Minor AIt, Comn/Mufti
2L01-082-1300-3
193 GORE CREEK DR VAII,
193 GORE CREEK DR
Total Fees:
S25o. oo rotal Ar,t PmEs:
Balarce;
$2s0.00
$2s0.00
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ACCOI.JNT ITEM LIST:
Account code Descriptlon Current Pmt.E
DR 001000031]-2200 DESICiN REVIEW FEES 250.00
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Louver Equipment Screen V2KS
2" Deep Horizontal Blades
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4" Deep Horizontal Blades
o V4JS- StandardBlade
o V4YH- Vision Proof Blade
4" Deep Vertical Blades
o Y4)A:IicjeniraafBlade
@ 2005 Harray, LLC
dba Architectural
Louvers, all rights
reserved
An.trHrrEcruRAL^fr L-.El .u.v.E.R.El Equipment Screens
Product Catalog
@
Ipuyclseetalac
Page I ofl
!
Product Spe
. Er". E:r
Other Suppr
. Elln.. &At
V2KS Equipment Screen is an inverted louverblade visionbarrier.
Louver blades run horizontal with intermediate vertical supports for
attachment to structural framing.
This economical model has the followine characteristics:
r Horizontal Blade Orientationt 2.25" Blade Spacing
o Vertical Angle supports for easy attachment to structural framing
o A variety of standard finishes are available
e Wind load ratings to 100 mph
Visibility through this model equipment screen is 0o/o at sight line 0
degrees (horizontal) orbelow. The visibility through the screen increases
as the sight line angle increases from horizontal (approximately 40Yo
visibility at 45 degrees above horizontal).
http ://www.archlouvers.com/equipment screens_V2KS.htm s/2/2007
V2KS 2'' DEEP 45 DEGREE STORM K BLADE
EXTRUDED ALUM INUM EQUIPMENT SCREEN
rs"*l*]-F 2"
SECTIONVIEW ELEVATION VIEW
CONSTRUCTION ryPICAL INSTALATION VERTICAL MULLION OUTSIDE CORNER NOTES
STANDARD
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I NSTALLATION I NSTRUCTIONS
EQUIPMENT SCREENS / VISION BARRIERS
SECTION CONNECT
DETAIL
(1)\-./
BOLT CLIP ANGLES TO
STRUCTURAL SUPPORTS
MAXIMUM 36" O.C. OVER
VERTICAL SPAN. SPLICE
SECTION IS PROVIDED WITH
ANGLES ENTIRE HEIGHT OF
LOUVERSECTION. BOLT
LOUVER SECTIONS TO EACH
OTHER AND TO CLIP ANGLES
PROVIDED.
MID SECTION DETAIL
/;\\9
BOLT CLIP ANGLES TO
STRUCTURAL SUPPORTS
MAXIMUM 36" O.C. OVER
VERTICAL SPAN.
INTERMEDIATE STIFFERNERS
ARE PROVIDEDTHE ENTIRE
HEIGHT OF LOUVER SECTION.
BOLT LOWER TO STIFFENER
AND TO CLIP ANGLES
PROVIDED,
BOLT CLIP ANGLES TO
STRUCTURAL SUPPORTS
MAXIMUM 36'O.C. OVER
VERTICAL SPAN. SPLICE
SECTION IS PROVIDED WITH
ANGLES ENTIRE HEIGHT OF
LOUVER SECTION. BOLT
LOUVER SECTIONS TO EACH
OTHER AND TO CLIP
ANGLES PROVIDED.
RtrHITECTURAL
. o. u.v. E. R. E
7684 COLDBROOK LANE PH: 888-56&8371
CINCINNATI, OH 45255 FX: 888-56&8370
Arer BY
IJRR I I I O2NOOA I INSTALL INSTR.
Louver Einishes
Patina GreenI
Hartford Greenr
Redwood
Bone Whitem
SandstoneI
RawhideI
Buckskin Slate Gray
-
Meduim Bronze
Ap.cHITEtrTURAL/-' b. EJ. LI .V. E. R. EI
Heirloom White
TYPE OF FINISH
KYNAR 5OO@ OR HYLAR 5OOO@
Superior Finish: 70olo PVDF paint finishes provide
maximum resistance against color fade and chalking.
This carbon,/fluorine bond, unique to the resin, when
coupled with the finest inorganic pigments, produces
the most durable and long lasting finish in the
industry. These finishes are resistant to most
chemicals, acid rain, salt spray and general air
pollution. Architectural Louvers offers a twenty-year
warranty on these finishes in standard colors. All
standard colors meet or exceed AAMA2605-02.x
BAKED ENAMEL
High Performance Finish: long color life and
resistance to chalking and chemicals. For
optimization of the price-benefit ratio, they are
http ://www. archlouvers. com/Louver_F inishes. htm
Page 1 of2
Finishes and Color Guide
Architectural Louvers finishes enhance product appearance
building exterior. These same finishes provide extended wer
finishes described herein represent building finishes most ty
required for most applications.
NOTE: colors are only a reference and should not be consid
the internet and the individual settings of your monitor. Actr
directly from Architectural Louvers.
Kynar 500@ or Hylar5000@ and Baked Enamel Standar
Pearlescent Colors
We also have pearlescent mica colors available. The metall
be accurately rqresented via the internet; please contact us
examples of these finishes.
The colors shown here are only a sample of thousands ol
contact us for information regarding custom color matcl
FINISH SPECIFICATIONS
Before paint application, louvers shall be thoroughly
cleaned and pretreated. Cleaning includes complete
submersion in alkali cleaner, detergent deoxidization,
amorphous chrome phosphate conversion coating and
acidulated final rinse. Kynar 500@ or Hylar 5000@ finish
shall be applied to provide 1.2 mils (30Um) factory
applied, baked-on film build in accordance with AAMA
2605- 02* "Vol u ntary Specif ication Performa nce
Requirements and Test Procedures for Superior Performing
Organic Coatings on Architectural Extrusions and Panels".
Color shall be Architectural Louvers (specify color name
and number).
Louvers shall receive factory applied, baked-on color
coating following thorough cleaning and pretreatment of
metal, The finish shall be applied at 1.2 mils (30Um) total
dry fifm thickness in accordance with AAMA 2604-02l
Beige
Dove Gray
Black
Sienna Dark Bronze
5/2/2007
{,ouver Finishes
appropriate coatings for today's non-monumental
projects. Five-year warranty on standard colors is
available for Architectural Louvers Baked Enamel.
PRIME COAT
Preparation for field painting. Finish may be
topcoated with epoxy, vinyl, urethane and other
heavy-duty coatings within six months of application.
Prime coat contamination always occurs before field
painting and requires thorough field cleaning prior to
painting.
PEARLESCENT
High Performance Pearlescent Finish. Pearlescent is a
Kynar or Hylar-based finish that utilizes pearlescent
mica pigments to simulate the metallic appearance of
anodized and metallic paint finishes. Pearlescent
(709o PVDF) meets the AAMA 2605-02* specification.
A twenty-year warranty is available on standard
colors.
COLOR ANODIZE
Electrolytically deposited coating on aluminum: The
color anodize process specified in Aluminum
Association Code AA-C22A44 electrolytically deposits
inorganic color pigment finish to a 0.7 mil (18Um)
minimum surface depth on sulfuric acid anodized
aluminum. Treated aluminum is sealed to convert a
freshly formed aluminum oxide finish to a corrosion
resistant, inert condition. Available only on
aluminum, Some shade variation may occur.
CLEAR ANODIZE
Clear oxide coating for aluminum: Clear anodize
preoxidizes the aluminum sufface for uniform clear
finish not easily affected by natural oxidizing
influences. Improved metallic luster appearance is
similar to mill finish. 204-Rl (Aluminum Association
Code MC22A31) provides 0.4 mil (10pm) minimum
surface depth treatment recommended for normal
weather exposure. 215-R1 (Aluminum Association
Code AA-C22A41) provides 0.7 mils (18Um)
minimum surface depth recommended for severely
corrosive and abrasive atmospheric exposure, Both
finish types available only on aluminum.
Page 2 of 2
Section 4.2 and 4.3. Color shall be Architectural Louvers
(specify color name and number).
Louvers shall receive prime coating following thorough
cleaning and pretreatment of metal. Field topcoat with
epoxy, vinyl, urethane or other heavy-duty coating within
six months of application. Prime coat shall be a minimum
of ,3 + ,1 mils (8 + 3 pm) thick.
Louvers shall receive thorough cleaning and pretreatment
as described above. Pearledize coating shall be applied
and baked to achieve a hard durable finish in compliance
with either AAMA 2605-02* or AAMA 2604-02+ as selected
and specified. Color shall be Architectural Louvers (speciff
color name and number),
Louvers shall receive electrolytically deposited color
anodized finish complying with Aluminum Association Code
AA-C22A44. Finish is applied to 0.7 mils (18Um) minimum
thickness onto chemically etched and pretreated
aluminum. Color shall be Architectural Louvers (specify
color name).
Louvers shall receive a 204-R1 clear anodize finish
complying with Aluminum Association Code AA-C22A31.
Finish is applied to chemically etched and pretreated
aluminum to 0.4 mils (10pm) minimum surface depth by a
30 minute anodizing process. Louvers shall receive a 215-
Rl clear anodize finish complying with Aluminum
Association Code AA-C22A41. Finish is applied to
chemically etched and pretreated aluminum to 0.7 mils
(18pm) minimum surface depth by a 60 minute anodizing
process.
Dimensions in parentheses ( ) indicate microns. Hylar 5000@ and Hylar are trademarks of Solvay Solexis, Inc.
Kynar 500@ and Kynar are registered trademarks of Atofina Chemical.* AAMA 2605-02 is the most stringent performance specification for organic coatings or exterior aluminum finishes
in the industry, requiring 10 years south Florida exposure,t AAMA 2604-02 supercedes AAMA 605 and requires 5 years of south Florida exposure.
oExtended Twenty-year warranties are only available on extruded aluminum products.
http://www.archlouvers.corn/Louver Finishes.htm 5/2/2007
e
Architectural Irouvera - http: / /www. archlouvers . com - phone: 888-568-
83 71
Specifier Note.' Fill in a77 highlighted areas or defete as necessary
to meet your requirements.
SECTION TO24O _ LOWERED ROOF TOP EQUIPMENT SCREENS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
l-. Fixed, extruded- aluminum louvered roof top equipment
screens
B. See Division 5 Sectj-on 'tstructural Metal Framing " for structural
framing supporting louver sections.
L.2 PERFORMANCE REQUTREMENTS
A. Design: Design louvers, including comprehensive engineering
analysis by a qualified professional engineer, using structuraL
performance reguirements and design criteria indicated.
B. Structural Performance: Louvers shall withstand the effects of
gravity loads and the following loads and stresses within l-imits
and under conditions indicated without permanenL deformation of
louver components, noise or metal fatigue caused by louver blade
rattle or flutter, or permanent damage to fasteners and anchors.
l-. Wind Loads: Determine loads based on pressures as
indicated on Drawings .
2. Wind L,oads: Determine loads based on a uniform pressure of
20 lb./sq, fL. (gsz Pa) , acEing inward or outward.
1-.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: For equipment screens and accessories. Include
p1ans, elevations, sections, details, and attachments to other
work. Show frame profiles and blade profiles, angles, and
spacing.
LOWERS AND VENTS 10200 - 1
C, Samples: For each type of metal finlsh required.
D. Submittal: For louvers indicated to comply with structuraL
performance requirements and design criteria, including analysis
data signed and sealed by the qualified professional engineer
responsible for their preparaE,ion.
PART 2 - PRODUCTS
2.I MATERIA],S
A. Aluminum Extrusions: ASTM B 221M, Alloy 5053-T5.
B. Aluminum Sheet: ASTM B 209M, Alloy 3003 with Lemper as required
for forming .
c, Fasteners: use types and sizes to suit unit, installation
conditions.
1. For fastening aluminum, use aluminum or 300 series
stainless-steel fasLenerg.
2.2 FABRICATION, GENERAL
A. .foin conceaLed frame members to each other and to fixed louver
blades with fi1let welds concealed from view welds, threaded
fasteners, or both, as standard with louwer manufacturer unless
oEherwise indicated or size of louver assembly makes bolted
connections between frame members necessary-
2.3 EXTRUDED-ALIJMINUM ROOF TOP EQUIPMENT SCREEN
A. Horizontal Blade Louvered Roof Top Equipment Screen
1. Basis-of-Design Product: ArchitecEural Louvers; Model
V2KS. Subject Eo compliance with requirements, provide the
specified product or comparable product by one of the
following:
a. Manufacturers of equivalent products submitted and
approved in accordance with Section 01530 - Product
Substitution Procedures .
2. Louver Blade Depth: 2 inches (100 mm)
3. Blade Profile: Plain blade with center baffle-
4. Blade Nominal Thickness: Not less than 0.063 inch (2-03
mm).
I-,OWERS AND VENTS L0200 - 2
5, Framing Supports Nominal Thickness: Not less than 0-125
inch (2.03 mm)
2.4 ALT]MINI'M FINISHES
A. High- Performance Organic Finish: 3-coat fluoropollrmer finish
comptying with AAIvIA 2605 and containing not less Chan 70 percent
PVDF resin by weight. in color coat. Prepare, pre-treat, and
apply coating to exposed metal surfaces to comply with coating
and resin manufacturere' wriLten instructions.
L. Color and Gloss: As selected by Architect from
manufacturer's full range.
PART 3 - EXECUTION
3 .1. INSTALI,ATION
A. Locate and place equipment screens level, p1umb, and at
indicated alignment with adjacent work.
B. Use concealed anchorages vthere possible. Provide brass or lead
washers fitted Eo screws where required to protect metal
surfaceg and to make a weather-tight connecEion.
C. Provide perimeter reveals and openj.ngs of uniform width bo allow
for thermal expansion, a6 indicated.
D. Repair damaged finishes so no evidence remains of corrective
work. Return i-tems t.hat cannot be refinished in the field to
the factory and refinish entire unit or provide new units.
END OF SECTION 1O2OO
LOWERS AI{D VENTS 10200 - 3
lrr.t0.l7 0l:tlm Frn'Tcilt 0F Vlll ffiXllY OElEt0Ptllt er0{tct{32 ?.|il r.00rl!01 t-lll
*m rt-nP:Bt'+
Dcpwua cf CotnaaitY DatbPma*
75 s&hdqRd
Uail Gclffi8t6J7
97u179-zriC
FAtt9704ryaI52
w*miSnan
Agril30, !007
i/ladr Scftnup0
Hlghland Bullders Csrporgtion
PO Bo( 6S'lE
Vrll, CO 8tSSE
F* Gore Crcek Pleze Euildirg (DR807-0150)
193 Oor€ &eek Orlve /Fqtt of Tract A, Bbck 58' vail villsge Fili€ I
Deer 1de4
Ths Tryn qf Val Stdt har radeupd lfre Design BEt ierv Applioarion fonhe replNoament extorbr
splal eteir and neuv air condltictu condeGer at $e Qgre Orcck PlezE Buildm. Thc ptogoccd
slr aordnbna @ndenser dogt not comFly wilh thB Town of Vail's adopled desbh tegulalionB.
Furguanl to gutsaedlon l4{€€, Vail Tou,n C€dc]
'Rootw heatry afil zit oordtl,nfry qtftmenl, large vent Siadts, eid,vator. pw',|ansgs
etf, anilar tegtrlu/es etwlcl bc awicl.d; hat}arv'r, il rteceseay, shal/De desgned fu De
conpalibb wlth tlp ovenil cldclufi ol ilro ttttg/.utu or sc/'actw frcm wil d dl aq/rc€nt
pfoflDfties."
Thi$ appliaation hat brcn sctreillod for rsyisw by the Tosn of Vail Design Review Board at its
Wednesday, May 1€, 200?, public hcartng. Plcase submit rwiscd flans rddrccsing tho ilrm
abtntc by no hlrr than Noon d1 tlronda)', Mey 7, 2407 . It you hwo any quegtior6 or oommenter
tecf fice to oorilacl me dlroaty at (970) 479-A ru.
Slncerely,
ElllSbson, AICP
Torrt Planner
Totn d Vail
$wr,-*r-
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75 south frontage rcad
Yail, cdorado 81657
(3{t3) 4792138
(3Cl) 47$213s
office ol community developmenl
Plan Review Based onthe 1988 Uniforn Codes
PROJACT NLI{BER: 7 /9/9O
ADDRESS: Unit 3
Gore Creek Plaza Blg.
OCCTTPANCY: R-1
TYPE OF CONSTRUCTION:
NAME: Rivolta
DATE:7/27/9o
CoNTRACTOR: Gray-stone Const.
ARCHITECT: Michael Sanner
ENGINEER: Boyle
PI,ANS EXAITTINER: MICHAEL WHTTAKER
1.
2.
3.
4.
5.
6.
CORRECTIONS REQUIRED
Guardrail height outside of unit in R-1 occupancy required to
be nininum 42'r height. UBC 17LL.
rrBrr vent for gas fireplace cannot extend through wall parallelto property line. UBC Table 5-A.
Safety glazing required as per UBC 5406.
Mechanical ventilation is reguired fron bathroom additionwithin structure to outside. UBC 1205.
Pickets only alloved for outside giuardrail as per DRB
approval .
Additional structural information required. Atlorh"rt
Boylc Enginccring, Inc.
143 Eaat l,'leadou Drtve, Suito 390Uail. Colorado 81657
303/478-2170 FAX
t
Oate: July 30' 1390
Subject ' Rivolta RemodclUall, Colorado
lvll c hacl Sanner
P.0. Box 667
Avon. Col,orado
Architcct
81620
0ecr l'lichael:
This is to conflnn thai I havc nade r atructural rcvierg of thc above notcd
rcmodcl . Thls comnentary on the follordinc itena should rrrakc it possible for
you to coprplete your construction docunants.
Thc cxisting t^18*24 ste6l bcan !n the r^rcst urall ulll bc ablc to rpan, 12' and
carny thc floor loads fron thc 'T' gysten abovc.
The ncul bcan io support the top of ihc ched roof raftcrr should be a 5.125 * 15glu-lan. Ii rpanc 23' frorrr naEonry uall to maronry uall. Thcsc nafters should
bc hangered top and bottom urlth UZIO hangers.
I have also revieued the line loads on the precalt tT' floor systcn frolr tho
shcd roof beanlng ualls and found that the existing syeten ls capable of
carrylng these loadE.
Plcase eive ne a call if you havc any othen questlons on this proJect,
PIcase
Ttnothy ll.
Prosldent
o
GRAY.Sf,(D{E
CONSTRUCTION
Ihrry C. Gray
P.O. Box 721 . Mintum, CO 81645 . 303{27-5231
-core Creek Plaza Bullding flRivolta Residence Renodel
CONSTRUCT ION SCIIEDUI.,E
Denolltion, layout, franing
Yeek S2 Rough plunbing, contlnue frarnlng
veak #)
YeeE #t+
Electrlcatr - rough, complete rough plumbing,
and heatlng, fraue roof
Dernolieh corner of deck, erect scaffold.ing, ,set windows, etart stucco work and erteriorilnieh
Dr1ma3.l, eonplete stucco and exterior finish,roofingweek #5
week #6
week #?
week #8
trnterior finish, decking
Conplete lnterlor flnish,loose ends
Punchlist and nove out.
eonplete al.l exterior
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il
INSPECTION REQUEST
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTION:
BUILDING:PLUMBING:
tr UNDERGROUND
T] ROUGH / D.W.V.
D ROUGH / WATER
tr
tr
E
tr
n
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr POOL / H. TUB
tr FINAL
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr DISAPPROVED tr REINSPECTION REQUIRED I!
s
INSPECTOR
INSPECTION REQUEST
l-"I U\/
,T TOWN OF VAILin,'1'/ .'r, ,. -,* -. U
INSPECTION:
JOB NAME
,---=1
1 MON,/
CALLER
TUESREADY FOR
LOCATION:
[' lf- i'. ;.,".', j.i' l+tp.'l,Lf ,.t{/-
i/WED THUR FRI AM PM
'.\
NUMBER OF PROJECTqlr
BUILDING:
tr FOOTINGS / STEEL
PL
tr
o
tr
tr
UMB!NG {7fl
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERbdnnurruc
- ROOF & SHEER" PLYWOOD NAILING GAS PIPING
O INSULATION -tr HOOL / H. TUB
tr SHEETROCK NAIL
tr_
tr
r-'r FtNAI r-l trtN A l
ELECTRICAL:
E TEMP, POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT
tr|.. l-
D SUPPLY AIR
tr
O FINALtr FINAL
tr APPROVED
CORRECTIQNS:
Fg'snnenoveo ffnerruspecroN REeuTRED
oore ?*rll/i - 7o rNSpEcroR
ti!.t; T UA'-i';i I,ii., INSPECTION REQUEST
VAILPERMIT NUMBER- OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
;"1- ''
,MON,,
CALLER
TUES WED
,it ', i,,;;1 11 {
PMAM
r! 1 .TOWN OF
rVcltr. (1 ;'-r L L
. ,\:-
THUR
:.,/.
BUILDING:
C FOOTINGS / STEEL
PLUMBING:
tr uNDERGR ouND f;/d<./
tr FOUNDATION / STEE-gr6uo^/ D.w.v. -
O FRAMING
rr ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr FINAL O FINAL
ELECTRlCAL:
tr TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
tr SUPPLY AIR
O FINAL
tr APPROVED
GOBRECTIONS:
N DISAPPROVED D REINSPECTION REOUIRED
ilrlni il .^t^-.Ar, IINSPECTION REQUEST
PERMIT NUMBER oF PRoJECT TQWN oF VAIL
tVolla rDATEJOB NAME
CALLER
TUES
f}a.u-,, (to'-t-{ r.--,-..1 G..-, z. /2, ".1-,
gFD @ FRr f^?' PM/19--',Xs- # =_.
READY FOR INSPECTION:
LOCATION:
ON
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
D FOUNDATION / STEEL
d.Kor,*o
N GAS PIPING
POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
ELECTR!CAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
tr ROUGH _
D SUPPLY AIR
tr FINAL
APPROVED
. CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
oor, 1rt-4-fd rNSPEcroR
4/.1
I
r-)/\l
t'"INSPECTIONTOWN OF VAIL
I
REQUEST
oor= /of / ( JoB NAME {--
READY FOR
LOCATION:
INSPECTION:MON
PERMIT NUMBER OF PROJECT
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
O FOUNDATION / STEEL
E FRAMING
- ROOF & SHEEF" PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL / H. TUB
6^.rr^o.K NA,L tr
tr
tr FINAL tr FINAL
ELEGTRIGAL:MECHANICAL:
tr
E
tr
tr
TEMP. POWER tr HEATING
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
f,eeenoveo
CORRECTIONS:
O DISAPPROVED O REINSPECTION REQUIRED
INSPECTOR
t
7 D Jos rlnMe
INSPECTION:
PERMIT NUMBER OF PROJECT
FRION
CALLER
TU WED THURREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS
O FOUNDATI
tr FRAMING.
/ STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
,- ROOF & SHEER" PLYWOOD NAILING D GAS PIPING
tr INSULATION tr POOL / H. TU8
tr FINA
tr
tr
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH D EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr n
trtr FINAL FINAL
p$t"nou=o
CORRECTIONS:
D DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
prffi$oP
tINECTIONTOWN OF
I
REQUEST
VAIL
4{,\
CALLER
TUESREADY FOR INSPECTIO
LOCATION:
MON
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
,- ROOF & SHEER" PLYWOoD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
POOL / H. TUB
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
APPROVED .:'tr DISAPPROVED tr REINSPECTION REQUIRED
,,7;.^ 'c!ll59ll9['
INSPECTOhDATE
.,. *
PERMIT NU ER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES WED
UOLTrq
INSPECTIONTOWN OF
I
REQUEST.
VAIL a
7/-'J3 /
BUILDlNG:
D FOOTINGS / STEEL
PL
D
tr
E
!
tr
tr
n
UMBING:
tr FOUNDATION i STEE_
UNDERGROUND
ROUGH i D.W.V.
ROUGH i WATERD FRAMING
,_ ROOF & SHEEB" PLYWOoD NAILING GAS PIPING
O INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr
1r'runt tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
! HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
trtr
D F*\AL tr FINAL
n-*$eaoveo O DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
DATE INSPECTOR
Pniffisgo"
n
TINAI, INSPECTION'S COMPI.ETED
Tbe Lterns belon need to be conplete beforegiving a pernit a final C of 0.
Pl-ease check off ln the box provlded.
FINAL PLIJIfBING
DATE:
FINAI, MECITANICAI.
DATE:
il.{PROVB{ENT SURVEY OK RESID. NA}C: K,'Ud/f4
olgru,z .j'qo 4.P '
[ri
l-{t+
l-]
FINAI, BUILDINC EAST SIDE:WEST SIDE:
FINAI ELECTRICAI
TffPORARY C OF O
DATE:
[CERTIFICATE OF OCCUPANCY
DATE:
I.ANDSCA?ING DIIE
DATE:
FILE NAUE:
L.*a*.e,*-F
Project Application
I t,,a i,:7 r\,-r J, I t_l
Project Name:
Proj€ct Dpscription:
Contact Person and
Owner, Address and Phone:
l\;-,1- / 5^*-., 747 - L2 7OArchitect, Address and Phone:
L6gal Description: Lol
Commenlg:
Zone
-
Design Review Board
Date
Motion by:
Seconded by:
APPHOVAL DISAPPROVAL
h / ,/./,a) '
Town Planner Stafl Approval