HomeMy WebLinkAboutSUNBURST FILING 3 LOT 1 BUILDING PERMIT 1980-1998-1 LEGALS.-1"^*/ F\ 3 t-t t R*l$*"^& t'[to -' l11g
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Design ReYiew Board -nhbula"AACTIOI{ FOt},|
Oepartment of Community Development
75 South Frontage Road. Vail. Colorado 81657
tel: 970.479.213S fax: 97O.479.2452
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ProJect ilame: OI.SON ADDmON
Protect Descrlpdon:
LOWER LEVEL ROOM ADDMON TO THE NORTH WITH DECK ABOVE AND AMIN LEVEL;
GAMGE ADDMON TO THE EAST
Partlclpants:
owNER COKOMODO INVESTMENTS rp 0612il2006
4 BERTHE CIR
COLOMDO SPRINGS
co 80906
APPUCANT SHEPHERD RESOURCES 0612il2m6
ProjectAddress: 1785 SUNBURST DRVAIL l-ocation: 1785 SUNBURST DR
legal Description: lot: Block SuMlvlsion: VAIL GOLF COURSE TOWNHOM
Parcel Humben 2101-091-0000-1
Comments:
DRBNumber: DR8060259
BOARD/STAFF ACTIOII
Action: STAFFAPR
Date of Apprcvalt 0711912006
Condr 8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Tourn of Vail Buildlng personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
@nd:202
Apprwal of this project shall lapse and become void one (1) year fiollowing the date
of final approval, unless a building permit ls lssued and construction is commenced
and is diligently pursued toward completion.
Bill Gibson DRB Fee Pald: $30O.OO
MoUon Ey:
Second Ey:
Vote:
CondiUons:
Planner:
Additions-Residential or Commercial
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 97 0.479.2128 f ax: 970.479.2452
web: www.vailgov.com
General Information:
All projecb requiring design review must receive approval prior to submifting a building permit application. Please refer to
the submittal requiremenb for the particular approval that is requested. An application for Design Review cannot be
accepted until all required information is rcceived by the Community Development Department. The project may also need
to be revievved by the Town Council and/or the Planning and Environmental Commlssion. Design review approval lapses
unless a building permit is issued and consEuction commences within one year of the approval.
=DlgT
Location of the Proposal: Lot: I alock: I Subdivision:
PhysicalAddress: l-fOS =v-lrJe-;eg:r- Oet./=.
Parcef l{o.: zlDl oq lD ann | (contact Eagle co. Assessor at 970-328-86,10 for parcel no.)
Zoning:
Name(s)ofowner(s): Z...rgfr<, * (et<-nxl oU<.^o-l
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
Phone: q10 nAq -%Z
E-mail Address: \b irlil J<P.t,,e l{TEfi.<orf ax nlo. nR . =tZl
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For consuuction of a neur building or demo/rebuild.
$300 For an addibon where square footage ls added to any residential or
commercial building (includes 250 addiuons & interlor conversions).
$250 For minor changes to buildings and site improvements, such as,
re-rcofing, painting, window additiont landscaping, fences and retaining
walls, etc.
$20 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and retaining
walls, etc.
$20 For ra/isions to plans already approved by Planning staff or the Design
Review Board.
No Fee
Y'
Ho
N
s
Type of Review and Fee:
tr Signs
! @nceptual Review
{l_ New Construction
A Addition
tr Minor Alteration
(muttFfamily/commercial)
tr Minor Alteration
(singlefamily/duplex)
tr Chang€s to Apprwed Plans
tr Separauon Reque$
Description of the Request: LaW=P. l-g/gu e^aar,l L.>>trral ra
Mailing Address:
ADDMONS . RESIDENTIAL OR COMMERCIAL
SUBMITTAL REQUIREMENTS
General Infurmation:
This application is required for all proposals involving the addition of GRFA (gross residential floor
area). This indudes proposals for 250 additions and interior @nversions. See Title 12, Chapter
15 - Gross Residential Floor Area for specific regulations,
I. SUBMITTALREOUIREMENTS**
All pages of Application is complete
Checklist is ompleted and s@ned
Stamped Topographic Survery*
Site and Grading Plan*
Landscape Plan*
Architectural Elevations* (1 set of Redlined elevationsl+PP.E^a.rguY \FfF4fE.
Exterior color and material samples and specifications. r4uraul Eng'r
Ardritectural Floor Plans* (1 set of Redlined flmr plans)
Lighting Plan* and Cut-sheet(s) for proposed fixtures
Title repoG including Scfiedules A & B b veriff ownership and msemenb*
Photos of the existing site and adjacent structures, where applicable.
Written approval from a condominium association, landlord, and joint ourner, if
applicabletl, Site-specific Geological Hazard Report, if applicable*
El The Adminisbator and/or DRB may require the submission of additional dant
drawings, specifications, samples and other materials (including a model) if deemed
necessary to determine whether a prcject will comply with Design Guidelines or if the
intent of the proposal is not clearly indicated.
Pleose satm /hree (3) captb o//he malenals noled ufth u asleris* (*).
**For interior conversions with no octerior dranges, the submitbl requirements include a
complete set of existing and proposed floor plans, a tide repoo and written approval ftom a
condominium association, landlord, and joint owner, if applicable.
I have rcad and understand the abone llsted submittal rcquirements:
Project llame:
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ADDMOilS - RESIDENTIAL OR, COMMERCIAL
SUBMITTAL REQUIREMENTS
Topographic suwey:
E Wet stamp and signature of a licensed surveyorg Date of survey
E Nor$ anow and graphic bar scalef, *ile of 1"=10'or 1"=20)
E Legal descripuon and phpical addressZ Lot size and build able area (build able area exdudes red hazard avalanche, slopes greater than 409o, and
floodplain)
F Ties to odsung bendrmark, either USGS landmark or sewer invert. This information must be dearly stated
on the survey6 Proptl boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings and a basis
of bearing must be shown. Show o(isting pins or monuments found and their relationship to the esbblished
corner.6 Show right of way and property lines; induding bearings, distances and curve informaUon,
.A Indicate all easements identified on the subdivision plat and recorded against the propefty as indicated in
the tide repoft. List any easement restrictions,E Spot Elevations at the edge of asphalt along the sbeet frontage of the property at twenty-five foot intervals
(25'), and a minimum of one spot elevations on either side of the lot.
E Topographic conditions at two foot contour intervals
,d Existing bees or groups of trees having trunks with diameters of 4" or more, as measured from a point one
foot above grade.
E Rock outcroppings and other significant natural features (large boulders, intermittent sbeams, etc.).
E All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.).
.6 Environmental Hazards (ie. Rock fall, debris flow, avalandre, wetlands, floodplain, soils)
E Waterourse setback, if applicable (show centerline and edge of stream or creek in addition to the required
stream or creak setback)
E Show all utility meter lo@tions, including any pedestals on site or in the right-of-way adjacent to the site.
Exact location of o<isting uUlity sources and proposed service lines from their source to the sUucture.
Utilities to include:E CableTV Sewer Gas
Z Telephone water Elecfic
6 Size and type of drainage culverts, swales, etc.
E Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250'
in either direction from property.
S:te and Gradlng Plan:
E Scale of 1"=20'or largerg Property and setback lines
E Existing and proposed easements
'r Exisung and proposed grades
zf Existing and proposed layout of buildings and other structures induding decks, patios, fences and walls,
Indicate the foundatlon with a dashed line and the roof edge with a solid line.
,z All proposed roof ridge lines with proposd ridge elwations. Indicate existing and proposed grades shown
underneath all roof lines. This will be used to calculate building height.
fl Proposed drivevrrays, induding percent slope and spot elevaUons at the property line, garage slab and as
necessary along the centedine of the driveway to accurately reflect grade.
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Z A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the sbeet in an uphill
direction.E Locations of all utiliues including o(isting sources and proposd service lines from sources to the structures,Z Proposed surfae drainage on and off-site.vl Location of landscaped areas.
E Location of limiE of dis-furbance fencingZ Locauon of all required parking spacesZ Snow storage areas.Z Proposed dumpster location and detail of dumpster enclosure.g Retaining walls with proposed elerrations at top and bottom of walls, A detailed goss-section and eloration
drawings shall be provided on the plan or separate sheet, Sbmped engineering drawings are required for
walls between 4'and 6'feet in height.rf Delineate areas to be phased and appropriate timing, if applicable
E Landscape Ptan:a Scale of 1" = 20'or larger
E landscape plan must be drawn at the same scale as the site plan.
E Location of e>(isting Fees, 4' diameter or larger. Indicate bees to remain, to be relocated (induding new
location), and to be removed. Large stands of trees may be shorn (as bubble) if the stand is not being
affected by the proposed improvements and grading.g Indicate all o<isting ground mver and shrubs.z Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers, gallon size for
shrubs and height for foundation shrubs) of all the existing and proposed plant material including ground
@ver.A Delineate critical root zones for existing trees in close proximity to site grading and construction.n Indicate the location of all proposed plantings.
z The location and type of existing and proposed watering systems to be employed in caring for plant material
following its installation.
Ef Existing and proposed contour lines. Rebining walls shall be induded with the top of wall and the bottom of
wall elevaUons noted.
Architectural Floor Plans:d Sc:,le of U8" = 1' or larger; 1/4" is prefened
E Floor plans of the proposed development drawn to scale and fully dimensioned. Floor plans and
building elevations must be drawn at the same scale.
E Clearly indicate on the floor plans the inside face of the exterior structural walls of the building.
E Label floor plans to indicate the proposed floor area use (i.e. bedrmm, kitchen, etc.).E One set of floor plans must be "red-lined' indicaUng how the gross residential floor area (GRFA) was
calculated. See Title 12, Chapter 15 - Gross Residential Floor Area for regulations,
Jzr Provide dimensions of all roof eaves and overhangs,
E Architectural Elevations:B Scale of 1/8" = 1'or larger; 1/4" is preferred
Z All elevations of the proposed development drawn to scale and fully dimensioned. The elevation
drawings must show both existing and finished grades. Floor plans and building elevations must be
drawn at the same scale.
E If building faces are proposd at angles not represented well on the normal building elevations, show
these faces also.
E Elevations shall show proposed finished elevation of floors and roofs on all levels.E All oderior materials and colors shall be specified on the elevations.
E The following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney caps,
meter locations, and window details.
E Show all proposed eyterior lighting fixtures on the building.g Illustrate all decks, porches and balaonies.
F IndiGte the roof and building drainage system (i.e. gutters and downspouts).g Indicate all rooftop mechanical systems and all other roof structures, if applicable.
n Illustrate proposed building height elevaton on roof lines and ridges. These elevations should
coordinate with the finished floor elevations and the datum used for the survey,
F:\odev\FORMS\Permits\Planning\DRB\drb_addition_11-23-2005.doc Page 5 of 14 lv?3.n00/s
.d Exterior color and material samples shall be submitted to staff and preented at the Design Review
Board meeting.
f Lighting Plan:B Indicate type, location and number of fixtures,
E Indude height above grade, lumens output, luminous areatr Attadr a cut sheet for each proposed fixturc.
E IMPROVEMENT LOCATIOT' CERTIFICATE fitc)
Z Once a building permit has been issued, and aon*ruction is undenivan and before the Building
Department will schedule a framing inspection, two copies of an Improvement Location Certificate
survey (ILC) stamd W a registercd professional engineer must be submitted. The following
information must be provided on the ILC:g Basis of bearing and tie to section corner.7 All property pins found or set
F Building location(s) with Ues to property @mers (ie. distances and angles)Z BuiHing dimensions, induding decks and balconies, to the nearest tenth of a footZ Building and garage floor elevations and all roof ridge and eave line elevationsZ All drainage and utility servie line as-buihs, shoadng type of material, size and e)(act locaUon6 All easements
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Bulldino Materlals
PROPOSED MATERIAU'
Tvoe of lrlaterial Color
Roof
Siding
Other Wall Materials
Fasda
Soffits
Windorvs
Windour Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimne)rs
Trash Endosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
t- frMNrz+{ Er(t€r
Please specify the manufacture/s name, the olor name and number and attach a color drip.
IF \PFLIZI.BI.E
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PROPOSED I.AilDSCAPING<*
Botanical Name Common Name Ouantiw Size
PROPOSED TREES
AND SHRUBS
DOSTING TREES
TO BE REMOVED
Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper
Coniferous Trees - 6' in height
Shrubs - 5 Gal.
Tvpo Souare Footage
GROUND COVER
SOD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please speciry other landscape features (i,e, retaining walls, fences, swimmlng pools, etc.)
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NOTES TO ALL APPTICAI{TS
Pre-application Meetino
A preapplication meeting with Town of Vail staff is encoumged. The purpose of a pre-application meeting is to
identify any critical issues pertaining to the applicanfs proposal and to determine the appropriate dwelopment
review process for an application. In many cases, the pre-application meeung helps to o<pedite the
development review process as critical issues are identified and dealt with in the preliminary stages. A pre'
application meeting may be scheduled by contacting Joe Suther at970.479.2128 or jsuther@vailgov.com.
Time Reouirements
The Design Review Board meeb on the lst and 3rd Wednesdays of each month, A complete application form
and all accompanying material must be accepted by the Community Development Department prior to
application deadlines. A schedule of DRB meetings and associated application deadlines may be found on the
World Wide Web at www.vailgov.com, For a new residential dareloffnent, the application deadline is typically
3.5 week prior to a Design Revia/v Board hearlng.
Review Criterla
The proposal will be reviewed for compliance with the Design Guidelines as set forth in Iifle 12, (Zoning
Regulations) and Tide 14 (Development Standards) oftheTown ofVail Municipal Code.
Reouirements for orooerlles located ln hazard areas
If a propefi is located in or adjacent to a mapped hazard area (i.e. snow avalanche, rock fall, debris flow,
floodplain, wetland, poor soils, etc.), the Community Development Department may require a site-specific
geological investigation. If a site.specific aeological investigation determines that the subject prcperty is located
in a geologically sensitive area, the property owne(s) must sign an affidavit recognizing the hazard report prior
to the issuance of a building permit. Applicants are strongly encouraged to consult with Community
Development sbff prior to submitting a DRB application to determine the relationship of the properfy to all
mapped hazards.
Reouired Plan Sheet Format
For all surueys, site plans, landrape plans and other site improvement plans, all of the following must be
shown.
1. Plan sheet size must be 24"x 36". For large projects, larger plan size may be allowed.
2. Scale. The minimum scale is 1"=20', All plans must be at the same scale.
3. Graphic bar scale.
4, North anow,
5. Title block, project name, project address and legal description.
6. Indication of plan preparer, address and phone number.
7. Dates of original plan preparation and all revision dates.
8. Vicinity map or location map at a scale of 1n=1,000'or larger,
9. Sheet labels and numbers.
10. A border with a minimum left side margin of 1.5".
11, Names of all adjacent roadways.
12. Plan legend.
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Deslon Review Boald Meetino Reouirements
For new construction and addifions, the applicant must stake and tape the project site to indicate properry lines,
proposed buildings and building comers. All trees to be removed must be taped. The applicant must ensure
that staking done during the winter is not buried by snow. All site tapings and staking must be completed prior
to the day of the DRB meeting.
The applicant or their representative shall be present at the Design Review Board Hearing. Applicants who fail
to appear before the Design Review Board on their scheduled meeting date and who have not asked in advane
that disdrssion on their item be pos$oned, will have their items removed from the DRB agenda until such time
as the item has been republished.
If the DRB approves the application with @nditions or modifications, all conditions of approval must be resolved
prior to the issuance of a building permit.
Staff Approval
The Administrator (a member of the planning staff) may raniew and appK,ve Design Review applications,
approve with certain modifications, deny the application, or refer the application to the Design Review Board fur
a decision. All staff approvals are revieured by the Design Revlew Board and any staff decision is subject to
final approval by the DRB.
Additional Review and Fees
If this applicauon requires a separate review bV any local, sbte or fueral agency other than the Town of Vail,
the applicaUon fee shall be increased by $2@.00. Examples of such review, may include, but are not limited to:
Colondo Department of Highway Access Permib, Army Corps of Engineers 404, etc.
The applicant shall be responsible for paying any publishing fees in excess of 509o of the application fee. If, at
the applicant's request, any matter is postponed for hearing, causing the matter to be re.published, then the
entire fee for such re.publication shall be paid by the applicant.
Applicauons deemed by the Community Development Deparbnent to have design, land use or other issues,
whidr may have a significant impact on the community, may require review by extemal consultants in addition
to Town staff. Should a determinaton be made by Town staff that an extemal consultant is needed, the
Community Development Department may hire the consultant. The Department shall estimate the amount of
money necessary to pay the consultant and this amount shall be forwarded to the Town by the applicant at the
time of filing an application, The applicant shall pay expenses incuned by the Tourn in excess of the amount
forwarded by the application to the Town within 30 days of notification by the Town. Any excess funds will be
returned to the applicant upon review aompletion.
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Survey/Site Plan Review Checklist
Department of Community DevElopment
75 Sorjth FlortagE Road, Vail, Colordo 81657
tel: 970.479.2128 fax:. 970.479.2452
web: www.vailgtov.com
*This checklist must be suhmltfud ptlor b Public Wot'ks rcview of a prcpwd develoFnent
Owners/Project Name:
Project Address:
Applicant:Phone Number:
Submittalo Stamped survey of propery
o Civiyste plans
Survev Reoulrements:
o Landscape plan
o Tide Report (Section B)
o
o
o
o
o
a
o
EI
Surveyo/s wet stamp and signature o
Date of survey
North anow o
Proper scale (1"=10'or l"=20) o
Legal desoiption 0
Basis of bearings / Benchmark
Spot Elevations o
Labeled right of way and property lines; cl
induding bearings, distances and curye o
information,
Lot Size
Build able Area (o<cludes red hazard
avalanche, slopes greater than 4096, and
floodplain)
Environmental Hazards (ie, Rock fall, debris
flow, avalandre, wedands, floodplain, soils)
water@urse setbacks (if applicable)
Trees
Labeled easements (i,e, drainage, utility,
pedesbian, etc...)
Topography
Utility locations
Adjacent roadways labeled and edge of
asphalt for both sides of the roadway shown
for a minimum of 250' in either direction
from property.
EI
o
Sit€ Plan Reouirements:
L Access (check all)
Driveway type and finished surface are shown on the site plan,
o Unheated o Heated (portion in ROW in a separate zone)
Snow storage areas are shown on the site plan within property boundaries (30% of driveway area if
unheated; 10% of driveway area if heated)
All driveway grades, dimensions, radii are deady noted on the site plan and @nform to Development
Standards, p. 11. Steepest Section Driveway Grade (not the aveftrge gnde):-
Parking spaces and tuming radii are noted on site dan and onform to Development Standards,
pp.12&14
Construction Site (chect all)
Locaton of all utilities and meter pits are shorvn on the site plan.
Limits of disturbance construction fencing is shown on the site plan,
I am aware that approved Staging and Crnstruction Traffic Control Plans, as per the Manual of
Uniform Traffic Control De\rices, will be necessary prior to construction.
I am aware that a Revocable Right of Way Permit will be required prior to @nstruction.
n.
EI
o
o
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III. Drainage (dreck all that apply)o The required Valley Pan is shown on the site plan as per Development Standards, p. 12.o (Note: Valley pan must not be heated)o 4 Foot C.oncrete Pan a I Foot Concrete Pano Positive and adequate drainage is maintained at all Umes within the proposed site,o Culverts have been provided and are labeled and dimensioned on the site plan,
a A Hydraulic report has been provided. (As requested by Town Engineer)
ry. Erosion Control (Check all that apply)o DishJrbance area is greater than one half acre.o A separate Erosion Control Plan has been profussionally engineered and PE stamped.o Less than one half acre has been disturbed, and proper erosion @nbol devices are shown on the site
plan.
V. Floodplain (check all that apply)o The project lies within or adjacent to a 100 year Floodplain.o 100 year Floodplain is shown on the site plan,
o A Floodplain study has been proVded. (Requircd if floodplain is within construction limits or as
requested by Town Engineer)o The project does not lie within or adjacent to a 1fi) year Floodplain
VL Geological/Environmental Hazards (check all that apply)o The project lies within a GeologidEnvironmental Hazard area. (See Development Standards, p. 20)o A Hazard Report has been provided
o The project does not lie within a Geologic/Environmental Hazard area,
VII. Grading (check all that apply)tr Existing and proposed grades/contours are provided on the site plan.
o All disturbed areas have been retumed to a 2:1 grade.
o All disturbed areas not retumed to 2:1 grade have been Professionally Engineered with slope
protection and/or stable soils. PE stamped details are provided within plans.
o Only existing contouG are shown on the site plan, there is no proposed grading,
VUL Parking (check all)o All residential and commercial parking spaces conform to the Dorelopment Standards, pp, 12&15.
D(. Retaining Walls (check all that apply)o All retaining walls conform to the sbndards in the Development Standards, p. 19.o All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE
stamped detail has been provided within the plans.o All retaining walls are shown on the site plan, with labeled top and bottom of wall elevauons and type
of wall construction.o llo retaining walls are required for this project.
X. Slght Distance (check all that apply)q Proper sight distance has been attained and shown on site plan as per Development Standards, p.12.
o Proper sight distance has not been attained. Explanation why:
Additional C-omments
Please provide any additional @mments that pertain to Public Works Ret/iew,
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7
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gtateneng tl\mber: R060000881 Arnount: $300.00 06/27/200608:02 A!{
Palment Method: Cbeck Init: iISNotation: 11676/SIIEPHERD
RESOT'RCBS
Permit I[o: DRBO60259 Tlpe: DRB - Addition of GRFA
Parcel No: 2101-091-0000-1' Site AddreeE: 1785 SI'IIBIIRST DR VAIL
L'ocatlon ! 1?85 SIrl[BI]RfXf DR
Total Feeg: $300.00Tbia Paynent: $300.00 Total AIL, Pnrte: $300.00BaLance: $0.00
ACCOIJNT ITEM LIST:
Account Code Deacrlption
DR OO1OOOO3LL22OO DESIGil{ RTVIIEW EEES
Current Ptlrt8
300.00
S urrurYAPPRovAt&vERrFrcArroN
TWiltrvilV
This form serves to verify that the proposed imFovemenE will not lmpact any o(i*lng or proposed uulity seruices, and also to
verify service a\railability and locauon for neur consfwtion and should be used in @njundon with preparing your uulity plan and
scheduling installations. A site plan, including gradlng dan, floor plan, and elerrations, $all be sbmitted to the follot,ying u0lities
for apprwal and verification.
Authorized Sionatrrc Comment8 93lE
QWESI . t
dzo.srs.zr8e (er) Yolzu t'lNL t{E€sAlzE
s7o3ea.o2s7(iaxi :r12P.TEb-rt{OrtreOrl
e7o.687.0722(@I). l/q l:rS. \ttContact: Steve Waters '
$vaters@qwest.com
EXCEL HIG}I PRE;ST'RE GAS
313:i33:illi[Eli r<EzErvE s,corr/rilt s,
6ntue, R6-d6;.u 1/11
HOLYCROSIS EI."ECTRIC
?7_9.?4]_.YEl\eD. \totE rlArL t/tEgs\l,E
970.945.,t081 (fax) -r l,-contact: Jeffvrmm t111 a',ZO^A
ivroom@holycross.com
EXCEL EI{ERGY
970.262.,t038 (fax) lrl T.reS - p2l
C-ontacb:
Kit Bogart 970.262.,1024
lGtherine Bogert
EAGLE RIVERWATER&
SAI{ITAIOII DISTRICT
313:i13:1l$[Hi] Et1.*v= bRl\wr]tr,s
Contact: Fred ilaslee I/11
fhasleeoenvsd.oro
COMCASTOABLE
s70.468.266soft. r1O0 (rer) REzE|\rE bq1^1;19=s70.468.2672(fau..) 1AlContact: Brad Dorcas
bradely dorcas@ca ble.comcast.com
lglElr
L If th€ utillty approval & verincation form has signatures from eadr of the utility companiet and no comrnents are made diretly
on the form, the Totryn will presume that there are no problems and the development can proceed.
2. If a utility @mpany has concerns rvith the proposed construction, B|e uulity r€presentative shall note directly on the utility
verlficafion form that there is a problem which needs b be resoMed. The lsgle shouH then be detailed in an attached letter to the
Tovrn of Vail. However, please keep in mind that it is the responsibility of the utillty company and ttle applkant to r€solve
kJenufied problems.
3. These verlfrations do not reliwe the conhacbr of the responsibllity b obbin a Publh Way Permit from the Departnent of
tublic Works at the Tom of Vail, Utilitv locadons must be ohined beforc digoino In arry public right-of-way or easement
withln the Town of Vall.
The De\reloper is required and agr€es to submit any rc\rised dGwings to the uUliues for re-apprwal & re-verificafion if the
sbmitted plans are altered In any way after the authorlzed signature daE (unless otherwise sp€cifically nded within the @mment
area of this form).
Develope/s Signahrre Date
F:\0dev\FORl*lswmits\Planning\DRB\drb_addlton_U-23-Z005.doc Page 9 of 14 !V2312005
TEKA rLruMrNArroN
Exterior wall mounted downlisht luminairc for
PAR 30 lamps
T21
BEACON WALL MOLINT
Includes Modcls:
BWM-2r46, BWM-21 I 8, IIWM-2166
Page I of I
t-s::'el FmFl mhs-r"ffl.
*Photometric info requircs a program capable of rcading IES file format.
TEKA rLLUrrnNArtoN
86 GtBsoN RoAD f3
TEm n-eron CHrroRn n 93465
px (8O5) 434.3511 rrut (8O$ 43+3512
I N Fo@TEKA-I LLU M 1 NATION.COM
http ://www.teka-illumi nation.com/t2 I . html 711712006
TEKA
ILLUMINATION
8YB'
It."f-J
Dascriplion
Exterior woll mounted downlight luminoire for PAR 3O lomp
i oleriols ond Cooslruclion
A. Cosl bronze cop
B. Heovy pure copper shode
C. Stoinles sbel or copper on stoinless steel ring bolfels
D. Solid bross spocen
E. Cost oluminum woll plote wifi pure copper ccver
F. Haovy pr-rre copper slem - %' O.D.
Aiounting
Recessed 4' octogonol wiring box
Producl Number L'omp Rings Finish Option
BWvl2l46 / Noturol 75W PAR 30 Copper Bror,rrn Potinq
T-
2%'
T-21
Beocon Woll Mount
BWvl2l | 8 / Noturol Z5W PAR 30 St. Stl.Broran Potino
BWl*2 166 / Nickel' Z5W PAR 30 Sr. Srl.None
'Nickel Phte
Optionr oroibbb ol odditionol co3l
A. Add suffix BP for brown pqtino
Not
U.[. o# CUL liscd, soitoble for uret locotions.
TEKA ILLUMINATION, INC
86 Gibson Rood, #3 Templetrn, Colibrnio 93465 18051 434-351 I
6r/{
Fox 18051 434-35 I 2 www.leko-illuminotion.com O Cogyrigttt IEKA da
\
' '*.d .t t a,,:Lr
J
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-21 38
FAX 970-479-2452
www.vailgov.com
July 12, 2006
Shepherd Resources
PO Box 1624
Avon, CO 81620
RE: Olson - 1785 Sunburst Drive/Unolatted
Dear Adam and Jeff.
The Town of Vail Stafl has reviewed the design review application for the proposed Olson Residence
addition located at 1785 Sunburst Drive. The following is a summary of the comments from that review:
1. The utility approval and verification form must be completed and re-submitted.
2. Proposed site coverage and landscape area calculations must be submitted.
3. An exterior lighting plan and cut-sheets of any new tixtures must be submitted. Please be
aware that no more than one exterior lighting fixture is allowed for each 1 ,000 sq. ft. of lot size.
4. The topographic survey must be revised to include lhe lot size.
5. The legal description noted on the plan set cover sheet must be revised (this site is an
unplafted parcel).
6. Gross Residential Floor Area (GRFA) calculations must be submitted. Additionally, one'red-
lined" set of floor plans must be submitted showing how the GRFA was calculated.
7. The exterior materials and colors must be labeled on the elevation drawings.
8. The site plan must be revised as follows:. All required parking spaces must be shown.. All required snow storage areas must be identified and the size labeled in square
footage.. The limits-of-disturbance fence must be shown.. The rool plan and all proposed ridge/eave elevations must be labeled.. lf the landscape plan is incorporated into the site plan, a landscape planting legend
must be provided (number, species, size, etc.). All proposed grades lines must be shown.. The site drainage must be identified.
Please submit revised plans addressing the above listed items to the Town of Vail Department ol
Community Development by Noon on Monday, July 17, 2006. lf you have any questions or comments,
please feel free to contact me at (970) 479-2173.
Sincerely,
4424-: h --1z^
Bill Gibson, AICP
Town Planner
Town of Vail
{ta9
l*""'"tt't"""
ZONE CHECK
Phonc
Proposcd usc
Proposcrt Total
I't/31+%=ddb
Rcmaining
@q
Sitc Covcragc
Hcight
Sctbacks
Landscaping
Rctainin g \vall Hciglrts
Parking
Caragc Crcdit
Drivcrvay
Front
Sidcs
.Rcar
3',t 6'
I
(
.l
I
i
I
2'76/
(30x33)
+=
20,
..15'
t5,
b\ lb
tf,
36
Minirhum
;w i?37
Rcquircd /
a
I
Conrplics with TOV Ligbting Oririinancc
Arc finishcd gndcs lcss rban 2:t i50%)
Environmcn tallllazards
Pro.ious condirions ofapproval (dhccl: propcrty filc);
i
ls lhc propcrfy nbn-conforming? fqcribc:,t;'I',
ii
I
't,
ii
t
I
Goo) @ (eoo) (r2oo)
Ycs-l!! No
Ycs_l_ No
l) Pcrccnt Slopc (< >30%)
2) Floodplain
3) Wctlands
4) Watcr Course Saback (30) (5
5) Gcologic Hazards
a) Snorv Avalanchc
b) RocHall
&
qt"9/ Bo_
z _Encloscd
t6L
Pcrmiitcd Slopc P %Proposcd Slopc utr(*, o7"
c) Dcbris Florv
TOhIN OF VAIL
75 S. FROIiIIAGE ROADI,/ArL, CO 81_657
970 -479-2L38
APPLICAI{T
CONTRACTOR
OWNER
ilob Address:
tocation. . . :
Parcel No..:
Project. No.l
MASTER SEALERSP. O. BOX 4473, VArL,
MASTER SEALERSP. O. BOX 4473, VArL,
KAPI,A}T ALYNE WRT'BEL &
Issued. .
E>cpires.
. : ISSITED
.:Q08/2A/L998
.: 08/3L/L998
. : 02/27 /L999
Phone: 970-476-3975
Phone: 970-476-3975
Descript.ion:
REROOF WITH 4OYR SHINGLE (SAME)
Occupancy: RL Multi-Family
Type Construction: V ]--HR Type V l-HourI\pe Occupancy:
*of wood/Pal1et:
740 .00
481 , OO
.00
3.OO
.00
100.00
.00
250.OO
1, E?4 .00
.o0
1,574.00
1 , 574 .00
Ro6tuerane PLan Rcvicv- - >
DRB Fee---------
Racraalion Fec---------- >
cl..n-r4r D.po.Lt- - - - - - -- >
Total cal.cuLated Fees--->
Addicional Fecs--------->
Total Pcrmi.t Fee-------->
Paymencd-------
DECI,ARAT IONS
I heleby acknowledge bhat I havc read thiE application, fil}ed ouc in full the information required, completed an
plan, and 6late Chat all the infornation provid.d as rcgr,rircd is corr6c!. I ag!.€ Co comply wieh the informati
to conPly iith r11 Town ordinrncca and atsrlc 1ewE, and tso build !hi! structu!€ according !o tshc Tgwn,s zoning
codcr, acrign rawicw approvcd, Uni.form Building cod6 and oth.r ordinancc6 of chc Torn .pplicrblc !h.rcto.
REQUESTS FOR INSPECTIONS SHAIJII BE MADE Ti{EMTY-FOUR HOURS IN ADVANCE BY TEIJEPHONE AJ 419-2 :OO AIrt 5:oo PM
6a#ao'seZA. o/friffi,r!'^{'
DEPARTI,IENT OF COMMI]NITY DEVELOPMEM|
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/AIT MF BUILD PERMIT PeTmiT #: 898-0233
.r, i. c)
1550 stNBItRsT DR 'Y(' sEaEus..
1650 SUNBITRST (golf coursApplied.
2L01-091-04-043
co 81_6s8
co 81558
ABBEY t -.f
r-945 NE 2o1sr srREET, NoRrH MrAMr BEACrcAI/gOffiffn. Dev.
Clean-up De
approved
amount
date
valuat.ion: 100 , 000 Add sq Ft :
Fileplac. Informagion: RegtsrictGd: Y #Of, Ga6 Alrplianccs: *Of cas Logs:
FEE SUMMARY
Building----->
PIan chcck- - - >
Inve6tigrgiod>
vli1J. cal.l---->
. " '' " " " ;;';; ;;; ;;;'ffi ';; ;; " " " "' i : r rr ; r 3 "' ;#';;;;;;;;' ;;;; "
"'
" "
O8/20/L998 JRM Act,ion: APPR APPROVED .JRI"fIt.qm:'.05400 PLANNING DEPARTIiIENT Dept: PLANNING Divisj-on:08/2O/L998 JRI,q Action: APPR N/AIt,em: .05600 FIRE DEPARTMENT '. Dept: FIRE Division:08/20/L998 JwI Action: APPR N/AIt,em: .05500 PITBLIC WORKS ' DepE: PIJB WORK Division:08/20/L998 JRvt Acrion: APPR N/A
See Page 2 of this Document for any conditions EhaE may apply t.o Lhis permit..
Refund
gend Clean-Up Drpoalt Io3 llAllllR. llBl'LlRA OF OWNER FOR HIMSELF AND OI{NER
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Valuation: $196.000.00
Fireplace Infomation: Restricted: Y # ofGas Appliances: 0
Building--> $1,53r.35 RestuarantPlanReview->
plan Check-> 5995.39 DRB Fee-._------->
DEPARTMENT OF COMMI.INITY DEVELOPMENT
Lo\ t ,S.--*t.-*d sl:\
G-\C <. ..r-..'-''-l'^*--f- l\
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ( g-Tn-4r\o-7\
ADD/ALT MF BUILD PERMIT Permit #: 803-0047
Job Address.: 1620 SUNBURST DR VAIL Status.....: ISSUED
Location......: 1598 - 1645 Golf Terrace Applied...: 0411112003
Parcel No....: 210109104027 Issued ...: 0412812003
Project No...: Expires...: 1012512003
ovitNER MCDoNAI_,D, itAMES iI., iIR O4/I1-/2OO3 phone:
1281 MERIWEJATHER DR
BOGART GiA
30622
L,i.cense :
CoNIRACTOR PRIMA ASSOCIATES REjAr,Ty, LT5,O4/I!/2003 phone: 970-476-4300
P.O. BOX 1292
vAIIr, CO
81658
License: 239-8
APPLICAIiIT PRIMA ASSOCIATES REALTY, LTDO4/LL/2003 PhONE: 970-476-4300
P.O. BOX 1292
vArL, co
81658
I-,icense z 239-9
Desciption:
Common Element - Stone veneer, garage light fixtures, and
new bronze entry numbers
Occupancy: Rl Multi-Family
Type Construction: V l-HR Type V l-Hour
Type Occupancy: ??
Add Sq Ft: 0
# ofGas Logs: 0 # of Wood Pellet 0
FEE SUMMARY
Investigation->
will csll->
SO. O0 Re.restion Fee--->
S3 . 00 Clean-uP DeProsit-->
S0. 00 Total Calculat€d Fees-> 52,529 .'73
$o . oo Additional Fees--->$0.00
S0.00 Total Permit Fee--> 52,529.13
S0 . 00 Paymcnts--> S2 ,529 .13
TOTAL FEES-_> 92 , 529 . 1 3 BALANCE DUE->$0. 00
I t,t +* +t+a+tttt+!t
Approvals:Item: 05100 BUIIJDING DEPARTMENT
O4/17/2OO3 CDAVIS Action: AP
Item: 05400 PITAI,INING DEPARl'l'lEl.IT
o4/24/2oo3 Matt Gen-nett Action: AP
Item: 05600 FIRE DEPARII'IENT
Item: 05500 PITBIJIC WORKS
PAGE 2
't*'**'i***!i*+**'}i't***'t'f***'t't**'|:f**'|'|:t**'f:|.'},}**,}******'t*{t't*t****+!t***:|t:i:t:*|t*'}:|!****
CONDITIONS OF APPROVAL
Permit #: 803-0047 as of 04-28-2003 Status: ISSUED
,}:t,},*'t'*'*'t'f'''t't'},}'}****!t***+*,|*'tt****!t**,|***'|t1.******'}*'t**'l{.!t***!t*tt******!i:|l'|':*****
PermitType: ADD/ALTMFBUILDPERMIT Applied: 04/1112003
Applicant: PRIMA ASSOCIATES REALTY, LTD. Issued: 04/2812003
9704764300 To Expire: l0/25D003
Job Address: 1620 SUNBURST DR VAIL
Location: 1598 - 1645 GolfTerrace
ParcelNo: 210109104027
Description:
Common Element - Stone veneer, garage light fixfures, and
new bronze entry numbers
Conditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: l4
(BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO
BE SEALED WITHAN APPROVED FIRE MATERIAL.
Cond: l6
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.3IO.9.I OF THE 1997 UBC.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQI.NRED BEFORE ANY
WORK CAN BE STARTED.
.,i,.,.,'*j'.*."||||ltt|''lt+||||'.|ill'|||||.|.|.|.||||.|..*|..||.|*t.|...||||||||.l|||***l}..||.,l|.+'||t't'||'||'||||,i|t.''|...|...|''.|.*|*.||
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQI,JESTS FOR INSPECTION SHALL BE MADE TWENTY.FOT-IR HOIjRS IN ADVANCE BY 479-2 I 49 OR AT OLlR OFFICE FROM E:00 AM - 4 PM.
OR CONTRACTOR FOR HIMSELF AND OWNEF
lf****aafll+at+*++t+tta++ltl+++*+*+ffflaf++al*lttaa*aa********a*****'.ta*ltaa*faa***faaataa***
TOWNOFVAIL, COI,ORADO Srat€m@tf****ltta**l*t*'i**+*attltfff*+***+atatfal+*+tl't*aa*l*a**+**+ft*+*lla*lfl*r*t*lr**a*a*flt*****
Stat@nt Number: R030003850 Arnount: 12,529.73 04/28/2oO3O1 :54 pM
Palm€nt llethod: Check Init: DIXI
' Dlotation: VaiI GtCflI
Aaaoc. 4574
Permit No: 803-0047 Type! ADD/ALT MF BI'TIJD PBR!{fT
Parcel lto: 2LOLO9L04O27
Site Addreae: 1620 SttNBItRST DR \IAIL
Location: 159S - 15,415 Clolf Terrace
Total FeeE: 52,529.73
Ttrie Palznrent : 92 ,529 .73 Total ALL PTTtB : $2 ,529 .73
Balarce: $0.00
ACCQI,JNT ITEM LIST:
Account Code Description Current Pnts
BP OO1OOOO31111OO BUILDING PER}{IT FIES 1,531.35
PF 001000031i2300 PLAI| cHEcK FEES 995.38
}lC OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
M
MVNOPUAILIY
75 S. Frontage Rd.
Vail, Colorado 81657
ll
APPLICATION WILL NOT BE ACCEPTED IF INGOMPLETE OR U
Project #:-O6O
Buildi
TO OF BUILDING PE
Separate Permits are required for e plumbing, mechanical, etc.l
IT APPLIC
CONTRACTOR INFORMATION oq 06b
CO.-IVTP#TC VALUATIONS FOR BUILDTNG PERMIT
il-ecrnrc^l, $ 6Om sd)OTHER: $
PLUMBING: $MECHANICAL:$iornr, $ tg6, D(ge
For Parcel # Contact Eaqle CountyAssessors Office atJ70'328-8640 or visft
Job Address:ql- rr"{S 4=o\€ Tenroar.
Legal Description ll Lot: ll Block: ll Fil'"gt **o'on'k'k$Tt{HFt
?Y1" tLXlF"d .'.rrso-fu r nh<'..rp A
Addt"tl:P.tr F^. taqN . Ua,l Phone:t76- 4zno7@ru/n TdAress':Phone:
t"rfi"* aUA lry:..Phone:
v
WorkClass: New() Addition( ) RemodelD( Rbpair( ) Demo( ) Other( )
Work Type: Interior ( f E),t"ti"|. ( Both ( )Oo"=
"n
EHU exist at this location: Yes ( ) ruo)Q
Type of Btdg.: Single-family ( ) Twofamily fi MuttitamitV ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 3 L,No. of Accommodation Un',in lhit iuuo'ng, AIA
Noffvpe of Ftreplace
No/Tvoe of Fireotaces prooosed: Gas Appliaqce! !lO) Cas uogs (6) W@q (NOT ALLoWED)
Yes( ) NoX
*|**r****s***1r************.***rFo R O F FIC E US E ON L ****{,PX-1*pd0A--.--
v€fi@Type of Gonstruction:.-:f
^4-
\VAiIUAtE\CdEV\FORMS\PERMITS\BLDGPERM.DOC
07 n6t2002
March 19,2003
Community Development Department,
Town of VaiI
75 South Fmntage Road West
Vail, CO 81657
Dear Sirs,
The purpose of this letter is to convey authorization from The Vail Golf Course
Towr*romes Phase III association to:
l) Apply Idaho Black Granite stone veneer to building to match existing retaining
walls;
2) Install two Melissa light fixtures (model #247063) at sides of garages to match
existing balcony fi xtures;
3) New bronze entry numbers to be set in masonry.
Please call ifyou have any questions.
Sincerely,
Bill Sargent
Crossroads Realty, Ltd.
Managing Agent
Vail Golf Cowse Townhomes Phase III
,r-t)
Design Review Board
ACTION FORM
Departnent of Community Devdopment
75 Souh Fiontage Road, Vail, Colorado 81657
teli 970.479,2139 fax: 970.479.2452
web: www.ci,vail.co.us
Project Name: Stone veneer, Golf CourseTenaces DRB Number: DR8030067
Project DescripHon:
Common Element - Stone veneer, garage light fixtures, and new bronze entry numbers
Participants:
OWNER MCDONALD, JAMES J., JR 03/19/2003 Phone:
1281 MERIWEATHER DR
BOGART GA
30622
Liaense:
APPUCANT Prima Associates Dba Crossro03/Igll0}3 Phone: 476-4300
1550 Vail Valley Drive C-3
Vail, CO
81657
License:
Project Address: 1520 SUNBURST DR VAIL Location: 1598 - 1645 Golf Terrace
Legal Description: Lot: Block: Subdivision: VAIL GOLFCOURSE TOWNHOME
Parcel Number: 210109104027
Comments: See conditions
BOARD/STAFF ACTION
Motion By:
Second By:Vote: Date ofApproval: 04/04/2003
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005773
Entry: 0410512003 By: Matt Gen Action: AP
Planner: Matt Gennett DRB Fee Paid: $25O.OO
Action: STAFFAPR
97./2ilm2L 89:43 97947849AL FPS PAGE g2
COI.IDITION AT BELLY BAND NFERE I{O}G5 DIFFER IN ELEVATION
s7/2612921 09:43 976476c96I
Pr\l6a 57l)tl&
FFTNEfl.ST ?l
RE\EAL
gAl@9TosC C P
FPS PA6E S4
@ DETAIL AT fOP OF 9TONE
%I{.;E l-lf2' = l'-O'
,/b'31L.n-^ft
FRII,E PAI}II
gTEE- FLATE LIHTEL-
I/b. RADIIJgED gTL. PL.
)rELpE9 ro5tb" n -ATlt\tlr tO EX|9T. g|Rl€rE
DooR LIHTE.. V.I.F.
PRII.€ PAIXT
3rD'gr1..6lr36El FL.
.24'OL,, PRI}v|E PAIXT
rT@D TRIH
no{lfr.rp.*o€xtt46
A9 REd'iRED
DETAIL AT l.lEY\ aARAGE LIN'IEL@%ALE, l-l/2" = l'-O'
-,flEEr-*
,i,fr;.
Vail Golf Course Townhomes
Phase III lighting plan
Each unit owns 5810 square feet ofland per Eagle Counry Assessor.
There are 34 units, therefore the total Land is 197,540 square feet.
There are currently two lights on each unit:
l) One 25watt(300 lumens) porch light;
2) One 65watt(930 lumens) entry flood;
3) Eight lamp posts with two 25watt(300 lumens) bulbs each;
4) Six units have rear decks with one 25watt(300 lumens) porch light.
The total current lumens for the project are 44,220.
The total current Fixture count is 82.
The association proposes to add two Melissa #245063 fixtures per unit to 30 units and 4
fixtures on the P building. (units 5 I -54) This will add an additional 64 fixtures to the
complex. The total number of fixtures will increase to 146.
The association will install 25watt candle bulbs in each of these fixtures with an output of
300 lumens each. This will add 19,200 lumens to the project, bringing the total lumens to
63.420.
87./26l2gZL g9:43 978,47E,49f,L FPS PAGE g2
K
lny o:l': cl i j;)
Community Devolopment
DePartment
ruFlmsersr+rilllid* HoMEs DIFFER rN ELEVAIoN
^41to.tc, vdHltt olPcrnlt rhc issrd QJ\b'*
ipfrnt tpcciioti*r and computrtio- Vf
INITL+LS:^r*Q-
)L/-Q3
oFFrf;?-'d-dpv
Alt26l2g2l 63:43 97A476496I
PA'Cfi97!@
FTY NEGLET ?'
FPSi PA6g a4
RryE^I
gAl{DE'TOrG C*P
DEfAIL AT TOP OF STONE
9Ci\LE, l-lf2* = l'-O'
$lb'51L.Ft-^18
PRI}.{E PAU'
9TEEL FLAG LIXIEL-tn'R Dtvtu gTL. Pt^
f^clLDED rOw A--
ATtArJt Io Exrgr. gtlf,,ff,
MR, LITITEL . VJ.T-
PRll'G PAIH?
9/D'grL.6lr55ET FL..n'oc., PRttE PA}{T
frooD fFrHrc'llft,to.eoaKftla
A9 RE(I',IREP
DETAIL AT }€I4 GA,RAGE LINTEL
%ALE, t_t/2. = t,-O.
TO\^AI OF VAIL DEPARTMENT OF COMMTINITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON TOR9ITE AT ALL TIMES
owNER MCDOIiIAT.D, ,IAMES iI., irR 05/02/2003 phone:
1281 MERI$IEATHER DR
BOGART GA
30622
License:
COIITRACToR EAGITE VA]-,LEY EITECTRIC 05/02/2003 Phone z 97O-827-5772
P O BOX 1116
vArL, eo
81558
License: 156-E
APPr,rCAlflI EAGTE VAT,ITEY ELECTRTC 05/02/2003 Ptrone: 970-827-5772
P O BOX 1115
VAIL, CO
81558
License: 156-E
Desciption: Common Element - Stone veneer, garage light fixtures, and
new bronze entry numbers
Valuation: $9,000.00
FEESUMMARY
ELECTRICAL PERMIT
Vbrl qriACnrt - Tt+ C{"w"wv.*
fob Address: 1520 SUNBURST DR VAIL
Location.....: 7598 - 7645 Golf Terrace
ParcelNo...: 2701091.M027
ProjectNo : f(LT{:f - ODt o
Elech.ical-> 5162.00
DRB Fee->
Investigation->
will call->
TOTALFEES-> S16s. oo
Permit #: E03-0038
Status...: I$SUED
Applied..: 05/02/2003
Issued. .: 05/05/2003
Expires. .: 71./07/2003
$0 .00
s0.00
s3.00
Total Calculated Fees--> 5155 . 00
Additional Fees->$0. 00
Total Permit Fee-> 3165 . 00
Paymmts--> 9155.00
BALANCE DUE->$0. 00
Approvals:I€ern: 06000 ELECIRICAI, DEPARTIT{EI{f
o5/o2/2oo3 DF Action: AP
ITCM: O55OO FIRE DEPARII{E}IT
CONDITIONS OF APPROVAL
Cond: 12
(BI.,DG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPIJIAIICE.
DECLARATIONS
I hereby acknowledge that I have read this applicatioo filled out in fuIl the information required, completed an
acctrate plot plan, and state that all the information as requfued is correct. I agree to comply with the inforrration and
plot pla4 to corply with all Town ordinances and state laws, and to b'uild ttris struchrre according to the towns zoning
and suHivisioncodes, designreview approved, Uniforrr BuildingC-ode and other ordinances of the Townappticable
thereto.
REQT'ESNIFC'R INSPECTIONSIIALLBEMADETWENTY-FOI,JRHOURSIN ADVANCE BYTELEPHONE AT ATOUROffiCEFROMS:(X)AM-4
Plvt
OFO}VAIER FORHIMSELF ANDO}VI{ET
+lt*aalll*ff**aa'iii+atarftffftat'tla++*ft+llfafat*aatf+ft+ra*afaaaaa*l++aa+rariaataa*+ttltaff
TOWNOFVAIL, COIORADO Star@cnt
ft*ltt+*t+ltllalllf*tftta**lt***lat**fa+*a*t*a*lla****ll+taltttlf,t*iltftl'illala*l'at+af++*lal
Statement llumber: R030003909 Anourt: $155.00 OSIOS/2OO3L1 :49 AIrl
Patnnent l{cthod: Check Init: LC
NotatLon: *L7O32/E,ag]'.e
VaIIey elect
Peirrdt No: EO3-0038 Tlr[re3 EIACIRICIIT PERI(IT.
Parcel no: 210109104027
Site Addrese: 1620 SI'IIBURST DR \IAIIT
Iocat.ion: 1598 - 1545 GoIf Terrace
Tota1 Fees: $155. O0
Tlrie Payment: $165.00 Total AI|IJ hta: $155.00Balance: $0. o0
ACCOI,JNT ITEM LIST:
Account Code Descrjption Currenf, ftnts
EP OO1OOOO31114OO TEMPOMRY POI.IER PEMITS
!{C OO1OOOO31128OO WILL CALL INSPECTION FEE
162.00
3. 00
cArroN-"t"t0f{"'b::;"""l ;$r$n 3 - o o P
I I auilains peimit *: eo3-ooa7
J Electrical Permit #: _
97 O-47 I -2149 (Inspections)
TVWN0FVATLIy
75 S. Frontage Rd.Vaif, Colora-do 81657
Contact Eaqle Count
rtmflr*|llnrcnr p 'I()<
#,"u,,:i -
I
or rrEE/*r,M," ,ffitoFror Parcet s
Parcel # (Required if no bldg. permit # is provided-bon$
Vail Golf
Job Address:
1598 lhrouqh 1645 colf Terrace
Legal Description ll t-ot: ll etock: ll ritins:Subdivision:
Owners Name:Crossrcradq Fa.a l frr Address:Phone:
Engineer:Address:Phone:
Detailed description of work: To add two Light Fixtr:res with photo control to each or :o *f
:fter Stone wennpr -
WorkClass: New( ) Addition( ) Remodel (1 ) Repair( ) Temppower( ) Other( )
Work Type: Interior ( ) Exterior (* ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single-family ( ) Duplex ( ) Mutti-family (1) Commercial ( ) Restaurant ( ) other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq:
Yesf ) No(x)
Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $ g,OOO.OO
CONTRACTOR IN FORMATION
Electrical Contractor:
Eagle Valley Electrit, Inc
Town of Vail Reg. No.:Contact and Phone #'s: gs1 904-5g44
Sam Bishop 827-5772
*rr * ***J.*** **:l*** *** ***:l****** * ***** **** FOR OFFICE USE ON LY** ******** **** * **** * ****** ******* * * *-J
F :/everyone/forms/elecperm
-t
----
0318-2004 lnspecton Request Reportlng Page 1
8:19 am - VAIL- CO -TOWI{ OF -
Requestrd Inspect O!te: ILuFdry, tarch 18, 2004' lnrpeddonArer: CD
Slb Address: 1620 SUNBURST DR VAIL
{ 598 - t 645 Golt Terr.ce
APrDlnlbnnstbn
A.fhrily:
Conrt TYta:fuiar:
H)}{x)47 Type: }llF SubTFe: A}FOccqr.'ncy: (6e: V 1.HRrcDoMLD,JArcSJ..JR
PRlitA ASSOCIATES REALW, LTD. Plpnc: 9?047e4itrO
PLAl.lS ROUTED TO CI-|A,RLIE AND MATT OENNETT - cDAvls
Strt$:
fircp Alu:ISSTUED
CD
TY, LTD.
Tlma Exp:
Requesbd Tlme: 01100 Plf- Phone: 9O4{X!62
Entsred By: DGOLDEN K
lnrpectl,on Hi3torv
Item: 226 FIRE DEPT. NOTIFICATIOII
Item: 10 BLDcr-Foodnos/Sl€el
Itom:20BLDC'-Foun6uon/*SHItsn: g) BLDCr-Framlnalbm: 50 BLDC-hsum6nhm: 60 BLDG-She€tock trall
neor: 70 BLDeMbc.
Item: S) BLDC'-Flnal
A€m: 21 PLAI*ILC Fouda0on Phnllern: 22 PLAI+ILC Slt€ Phn
UAlM ftf@tt--
I
: 90 BLDG+lnd
************************:t:t******************************************************
CONDITIOTTISPermit #: 898-0233 as of 08/3L/98 Sratus: ISSIIED
**!t***************************************:r*************************************
Permir Tlpe: ADD/AI.I MF BUIL,D PERMTT Applied: 08/20/L998Applicant: IiIASTBR SBAL,ERS Issued: O8/3L/L998970-476-3975 To $cpire: 02/27/L999
ilob Address:
LocaEion: 1550 SI'NBURST (golf course th BLDG Q)' Parcel No: 2101-091-04-043
Description:
R.EROOF WITII 4OYR SHINGI,E (SAII!E)
Condit,ions:1. FIETD INSPBETIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. ALIJ PENETRATIONS IN WAIJIJS,CEU.'TNGS,AND FI'OORS TO BE SE,AI,ED
WITH AIiI APPROVED FIRE I'IATERIAL. i
3. SMOKE DETEETORS ARE REQUIRED IN AI,I, BEDROOMS AND EVERY STORY :
AS PER SEC.121O OF fiIE 1-991 IJBC.4. FrRE DEPART!{BNf APPROVAL rS REQUIRED BEFORE A}ry WORK CAN BE
STARTED.
o
TO0iI Or VAIL, COI,OR DO
ttrattttarrrrrr
8g.t.Ent
f tttta!rtr rtrar ra tr r
Strlc[nt Nuub.r: REc-ola2 &ount ! 1,s74.00 03/31/98 lt:33
Pryi!.nt l|.ghod. CK NoErtiont 1365 InIt! m
P.nit No: 893-0233 typc I A-[P IDD,/ALT ]lF AUILD PER
Prrq.l lfo: 2101- 091-0{-0{3
6itc lddrr.. I L6S0 gUNBInAf DR
Loc.bion: 1,650 SItlfBIrnAT (golf cout.e Eh BLItc Q)
lhie Pryu.nl,
1,974.O0
1,5?4. OO
.oo
Anount
7{O.OO
100.00
{81.00
250.00
3.00
ToEtl Ferr t
1.574.OO Togrl LL! 9aC!:
Brlsrcr:
Account, coda Da!cription
BP 001.00003111100 BurLDtltG PIRI|IT FEBS
DR 00100003112200 DESr@{ REVIBIf FEE3
pp ooloooo3112300 Prrtll cHBcr lEEs
AI' D2.DBPOg CI,EANI'P DBPOAITS
rfc 00100003112900 rt&L caLL tNaP8ctroN ra8
o
6l
IH33d9
I
l.ozoild8
eqt
.(
oo
l'JEf;8FE
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p
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o
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ol
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o
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d
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olcEIdc|
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E8IIA
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E
EE
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EE
iaH.oAIe
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Et
6ta
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alr
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ct
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rr= e
-lt
oE!taratoE6"EO
'EE€
.t
[ ]-Buir"dine r J_pluhbins | )_E].ecEr.:jrr,,,t ,]"*:::::L. ulotn"rln-.,(rob Nanez t?-o.< a-oey'.,a,rytr/{:i;##:. !Z_zrr\-+ - a<.,- ,r-. -.2:Lesal Descriprion: Lot- Brock- ,itinn . 3;irur{r;( 1:'--/-)Eo
owners Name: Pzatt diazy' .--nztz/ "Ae{{"r;{t"'-DF*O D , T
Architect:Address:AU
General Description:4,,t' ',r-a..'--i ?a VWEf-
l{ork Class:- [ j .'
--(.,
-New [ ]-A3-teratlon [ ]-Additional [ ]_Repair y{_ot6er4€ -4cot
Number of Dwelling Units:Nunber of Accommodation Units:
************rt**it******** **** ** ***
OTHER: 1 ./aa z/1- c-. a <..TOTAL:S------.----_-.-
tr* ****rr**** ***** ** *** * * *** *
El-ectrical Contractor :Address:Reg. NO.
Plunbing Contractor:
Addre.ss:Reg. NO.
Mechanical Contractor.:
Address:Reg. NO.
x rf * ** **** **** ***:t** ** Jr*rrrt* * *****FOR OPFfCE USE ***rtr*********************_****rBUILDING PERMIT FEE:
PLUMBING PERMIT FEE: I.
HECHANICAL PERMIT FEE:
ELEC"RTCAL FEE:
OTHER TYPE OF T'EE:
VALUATION BUILDTNG:
STGNATUR-E:
ZONING:
SIGNATUR.E:
Town of Vail Reg. NO.f?Z-rgPhone Nurnber: , - jV>j- '
Town of Vail
Phone Nunber:
Town of VaiI
Phone Nunber:
Town of'vail
Phone Nunber:
BUILDTNG PIAN CHECK FEE:PLUMBTNG PIAN CHECK !EE:I'IECTANICAL PI,AN CHECK FEE:RXCREATTON FEE:
CLEAN-UP DEPOSTT:
TOTAL PERMTT FEES:
zb z, ,-/42,f/-:.oz Zor-2771 e t3 o2 ?.?>j/-p-a cz> fzar?
75 soulh lronlage road
vall, colorado 01657
(303) 479-21.38 or 479-2139
TO:
FROM:
DATE:
SUBJECT:
ead and acknowledged by:
irG / .-e/z/'
o Itlc e ol communlty developm en I
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THETOI.IN OF VAIL
ToIIN oF VAIL puBLIC t{oRKs/col,Il.'ruNlTy DE\rELOpl.rENT
IIARCH l-5 , 19 8 B
CONSTRUCTION PARKING & MATERIATJ STORAGE
In surnnary, Ordinance No. 6 states that it is unl-awful for anvperson to 'irter, track or a"p"sia.;;;-=lirl-rlt', ,und, ctebrisor naterial, including trash humpsters, portable toilets andworkrnen vehictes upon any streerl =ia;;uii; ";ii"y or publicplace or anv norti6n tneieoil--The right-oi-ili-"n arr Town ofVail streets and.roaa='il-Jiiro*i,"ut.iv-u-itl-lrf pavement.rhis ordinance wirr be ;a-i;ii;'enforced by the Town of Vair. PubIic l.Jorks Departrnent. --p"r"lns found .ri,"f "[irrg this ordinancevrilr be siven a 24 hour writl.n'_n"ii""-t"*;;;;;:, said mareriat.rn the event the person so notified.ao..-nlI"'I"ipr.v r+ith thenotice within the 24 hour time specified, the public lrorksDeparrnent vri1l remove said mateii"i-u!-ii,J'^I*i!"=e of personnotified' The provision=-"r'[r-rir ordrnance sharl not beapplicable to ctnstruction, *ui.t"...ce or repair projects ofany street or a1ley or any uririries i; t;"^;ili._u_ruy.
To review ordinance Nb-- e in fuLl, p3-ease stop by the Tovrn of:::i.::ii:i"3"";f,i:'il:it":i'"u!"in a copv. ri,.,",i, v;; ;;;"y;;,
R
Y
'ill'trI
- --=--1t - /o n- -osrtl_onlRelationship to
Date
2
contractor, oi{ner)
75 3oulh lronlage road
vall, colorado 81652(303) 479-2138 ot 479-2L39
BUILDING PERI.iIT ISSUANCE TII,tE FRANE
of tlca of communlty devolopmerrt
If' this permi.t requjres a Toy,n of Vai'r Fire Department Approvar,Engineep''s (.pub1ii ,uorks) review'ana'ipprovui,'i'ii'iLiiiii'oepartnentrev i ew or Hear th Departm6nt. ieview, -unb' u r"ui.i Lv-tiil"tri r di n9
liri[ll;',1;"1!: "'.t', ted time ror'a-totat i"ui"n-iluj"iuii u, r6ne
A'l'l commercia'r '('1u.g:-9f sma'r'r) and ail mu]ti-famiry permits wirlhave to follow ine ibove muniion"J-ri*rr* requirements. Residentia.land smarl projects shourd tir" J-ieiier.amound of-iiil:' However, ifresidential or snrarler projects irpaci the various above rnentioneddepartmcnts r'r'i.th regard' to- neces saiv'iev i u*,-th;;; ;;;j;.'ir ruyalso take the three weet< peiioa.
Every attempt vrilr be made by this dcparr.nrent to expedite this .pet'rni.'t.aS s.qon as possi bl e. - -l
I' the undersigned, understand the pian checL procedure and timeframe.,
V, /?4; Z 6-z z y' 4 azan/.'a.,-)-'pa22)'/J,,-P'6FEI nn)tr f t ' f?
"Community Deve'lopment Departmept. -
.\,1
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLTC
MAY 9, 1994
WHEN A "PUBLIC WAY
WORKS
PERMIT''
DEPARTMENT
IS REOUIRED
Job Name:
Please answer lhe following questionnaire
ls this a new residence?
ls demolition work being perlormed
that requires the use of the right
of way, easemenls or public property?
ls any'utility work needed?
ls lhe driveway being repaved?
ls different access needed lo site
other than existing driveway?
ls any drainage work being done
affecting the right of way, easements,
or public property?
ls a "Revocable Right Ol Way permit'
required?
? z- n-.'-t -r ///- t- ,/
regarding lhe need lor a
YES
rl. { z'
'Public Way Permit':
NO
-//7
/
/
/
-/
,/
,/
1)
2)
e\
4)
5)
6)
7)
B) A. ls the right of way, easements or
public property to be used ior staging,
. parking or fencing?
B. lf no to BA, is a parking, staging
or lencing plan required by Community
Development?
lf you answered yes lo any of these questions, a'Public Way permit" rr.f be oblained.
"Public Way Permit" applications may be obtained at the Public Work's otrice or at
Community Development. lf you have any questions please call Charlie Davis, the Town
of Vail Conslruction lnspector, at 479-215g.
I have read and answered allthe above questions.
?e-./1. f f - 4a ,z
222/ ./7,/1-..€//' /-aZ,t'/n *ar)/
Job Name Contractof alure Dale
REPT131 Run ld:202
'11-10-2C[n
7:57 am
Inepection Request Work Sheet
Sierra Computer Systems
Page 19
R!q. h6pic-t hr:
A:slgmdTo:
hspoctlon Type:
hspcc-tlon Arsa:
Sfre Addrc$:
A/P/D motrnatbn
Ac.thiiV: 89&0233 Tttpc: A-MF
CorFt TID€: Ocupancy:
Parcet: 2101-@1-040+3
App[cail: MASTER SEALERS
Owner: KAPLAN AIYNE WRUBET & ABBEY L J
Co'Irador: MASTER SEATERS
Doscription: REROOF WTH 40YR SHINGLE (SAME)
Reor.nsted hspcctbnlst
[em: 9ll BLDG-Fhal
Req.rSor: MASTER SEATERS
Assign d To: CDAVIS
Acton:
Item Comments:
Tlrnc E)p:
Fdday, l{ovember t0, 2fi10
cDAV|S
BLDG
CD
I8flI SUTIBURST DR VAIL
1650 SUIIBURST (!plt cdrse th aLIIG o)
Stb Type: AMF
Use: V 1-HR
Phone: 97047S3975
Phone: 970 475 3975
Ctor'G' lC(:l ltrn
insp Aea: CD
Re.F|ested Tlme: 08:00 AM
Dh^^a O7rLr7A-'lO7R -ar- trla|.lAtrl
Errtered By. Jl,lOLEl'l K
hsp.ctlon Hlsilo
Itcrn: 510 divsu/ay gradc final
It€m: 10 BLDGFootlnsElSeel
Itdn: 20 BLDGFouffhtiofvstcel
Itcm: 520 PLAN-ILC Slte Plan
Item: 30 ELDGFramlng
Item: 40 (Re+ired)
Itern: 50 BLDG lnsuhtion
Itcm: 60 BL Dcsll.etroc* Nail
Itsm: 8{l (Reqrired)
Item: 70 BLDGMisc.
Item: 90 BLDGFinal
Itcm: 530 BLDC-Tonp. CIO
Itcm: 531 FIRE-TEMP. CrO
Itcm: 532 RV-TEMP. C,o
Itcm: 533 PLAN-TEMP. C,0
Itcm: 537 Pllt+FlNAt C/O
Itqn: 538 FIRFFINAL c/o
Itcm: 539 PW-FIi.|ALCTO
llem: 310 BLDGFIndC/O
(Optional)
(Optiorpl)
(optronal)
(Roquirod)
(Optional)
(Sionsl)
(qional)
(OptionaD
(Reqirsd)
(Op0onal)
(Optional)
(Odional)
(oiloml)
(Optronal)
(Won l)
(Wonal)
(ReqirBd)
(*wd
"t, lP'sPrcrr:r)
Sno, dNl Pty
a.
rt
?lrttt'Rnn ld: 202(il
11-10-2000
7.57 arii
ArP/DHormilon
Ac{ivi}y:
Cci-rst Tr4,e:
Paroll:
Apdcart:
Ownef
Contractor:
Desclipliur:
t
Inspection Request Work Sheet
Sierra Computer Systems
R.q. kripoc.t Ddr: F Hay, Noysrrfisr 10, zli(F
A33lgned To: CDAvls
lnspectlon Typs: BLDG
hspec-tlon Area: ' CD
3Io Ad&oss: 1650 SUNBUR9T DR vAlL
165{i SUilBURST (gor cours. th BLDG A)
Page 19
I
I
oorLnt,la TYPo: A-t'lF
Occu;'sr1gy:
2101-091-04Ct+3
MASTER SEALERS
KAPI AN AI.YNF WRI'BFI 8 ABRFY I -J
ItA CTCE, CEAI Cc'C
REROOF WITH 4OYR SHII.IGLE (SAME)
Sub Tlpe: Al,4F
Use: V 1-HR
Phonc:
insp ArEe:
tqei tL l)
Reou€stgd hso€ctbr{sl
9704763975
97C 476 3975
iequestad Tlme r 08'0O Al$
, Dh^^a 97n-t7A.1o7fr ^. irt'"lJAsl
Etrteted By. ii.lOlEli K
llern:
Rlqucstor:
'1sllgfiitu I u.
Ac{on:
Sl BLDG-Flnal
ltacTEp ctrat trec
CDAVIS
Trrnc Exp:
Item Commcnts: i
lnsoEction Hfustolv
lroh Aln i;r.&Er, troAo ti^al
rtc r. tu DLU|\,-r(J(.lut tglrlDtttl
[ern: 20 tsLu(iFounrlrtrorvbrgel
Item: 520 PLAN-ILC Site Plan
Item' 30 Bl l-)C-Freming
Item: 40 (ReqJlred)
lletn. 50 BlBC-lttsulatiott
Item: 60 BL Desh€ctrocl( Nail
Itcm: 80 (Required)
Item: 70 BLD(i'Misc.
Itcm: 90 BLDGFinal
Itern: 530 BLDGTGmp. CIO
Item: 531 FIRE-TEMP. C&
Itcmi 532 PW-TEMP. CrO
!tem: 533 PLAN-TEMP. C/O
Itern: 537 FrLAf{-flNAL CrlO
Itlfn: 536 FIRE-FINAL Cr€t
llcm: 539 PIrV-FINAL CrO
ItGm: 5il0 BLDC-FInal CrO
(Option6l)
l\Jp$U||EU
(optronau
(Required)
{Optionslt
(Odirylal)
(optional)
(Of'tionel)
(Reqired)
(Optionall
(Optional)
(@lonal)
(Odional)
(Optional)
(Op0oml)
(qional)
(Reqlrcdl
./ A
-iii
T
'tt'AL(A/,t, lris?roro^l
r-\ zr"r toor)rup OIv
-
TOWN OF VAIL
75 S. FRONTAGE ROADvArt, co" 81557
97 0 -479 -2L38
DEPARTMENT OF COMMT]NITY DEVEIJOPMENT
NOTE: THIS PERMTT MUST BE POSTED
ADD/ALT SFR BUILD PERMIT
ON .fOBSITE AT ALL TIMES
Permit #: 898-0152
,Job Address:
Locati-on. . . :
Parce1 No..:Project No.:
VAIL GOLFCOURSE
2101-09L-04-049
(l'(L\ srarus..
TOhlNHOMESApplied.
Issued..
Expires.
APPROVED
06 /LL/LegB
06 /tt/!e9B!2/08/1998
APPI.,ICANT
COITTRACTOR
OWNER
MASTER SEALERS
P. O. BOX 4473
MASTER SEATERS
P. O. BOX 4473
ACADIA NV
,. VAIIJ,
, VAIIJ,
Br_658
8165I
co
co
Phone: 970-476-3975
Phone:. 970-475-3975
Description:
REROOF SAME FOR SAME CLASS A SHINGI,E
Occupancy: R3 Single Family
Tlrye Construetion:
Valuation: 55,600 Add Sq Ft:
Pireplace InfornaEion: Restrictsed:*of cas Appl.iances:
Rest.uaranE Plan Revierr- - >
DRB Eee--------
Recreation Fee---------->
Clean-Up Depo6il- ------->
$of cas Logs:
FEE SUI'IMARY
BuiLding----->
PIan Check- - - >
Invest igacion >
will call---->
Tot.al calculaLed'Fee6--->
Additional Fees---- - -- - ->
Total Pemit Fee-------->
PaymenLs-------
BAIANCS DUE---_
575.00
3?3,75
.oo
3,OO
, o0
100.00
. oo
250 . OO
1,301.75
Item: .051-00- BUILDING DEPARTMENT Dept: BUILDING Dj-vision:O6/LI/L998 JRM ACTiON: APPR APPROVED JRM-Item: .05400 PLANNING DEP.ARTTqENI Dept: PLANNING Division:06/L] /L998 JRM Acrion: APPR N,/AIleqr: ,99q90 FIRE DEPARTMENT '. Depr: FrRE Divislon:05/11,/1998 JRM Action: APPR N/A
6EiTizl338ooHll"ot" *85[i",',
AppR N/A Dept: PUB woRK Division:
See Page 2 of t.his Document for any conditions that. may apply Eo this permiL.
DECLARATIONS
I hereby acknotledgc that I have read this appllcation, fiIled ouE in fult the infor:nation requited, conplet.ed an accurate ploE
p1an, and 6tat€ Lhai. a1l thc infornaEion provided as reguired is co$act. I Egrac tso collply with lhe infonnation and plots plan,
tso comply eith all Totrn ordinancca and alate larr6, and to bui,ld lhir 6tluctule according to the Tor.n,6 zonlng and eubdiviaion
codee, deeign review approved, Uniform Eullding Code and obher oldinances of th€ Torrrn rppllcabtc Chereho.
REQUESTS FOR INSPECTIONS SHII,L BE HADE TWEMTY-FOI,R HOURS IN ADVANCE BY TELEPHONE AT 479-2139 oR AT oT'R oFFIcE FRoM 8:oo AIt' 5:oo PI'I
SIGNATURE OF OWNER OR CONTRAETOR FOR HIMSEI,F AND OWNER
? srrAPrRo REALTY rNc, p o Box s640, AvoT€vrcgrrsm. Dev.
Clean-up Deposit Refund
approved
Reside466lount
date
*Of wood/Pa1let:
1,301.?s
.00
r,3ol.?5
.oo
1, 3 Ol. . ?S
send clean-up Depooit To: MASTaR sEAtERs
atttttaaaataatattttttttatttrttttittOtrtlttrt
lOff Ol vltt , coIoRLDO
gtaBooB lft!b.8. RIC-O{I8 lDuna t
PatDcnB lLEhod: cK llot tlont a19g
gErgaurrg
1,30t . ?5 06125l9E L0.o7
lnlg: xAn
P.tirlE No! 898-0162 TlE.: A-BItMt I'D,/ALT slR BITM PE
P.rc.l tfo: 3lo1-091-0{-0{t
LocrtioB I VtfL OOITICOUngE lOllNIlOllEg gl--94
Tolrl t.a. t 1.3O1.7S
Ttrl. P4rr.nc 1,301'75 Tog.t Alr& Poc.: 1'301.?5
Brl.ncc3 .oo
rra ttJtttti airJt t aaata ttt'rl. Oattta tttt ttttt'rtll attttitaJ0!l t ttit ttt*t
lccoung coalr lrracrlpelqr
EP OO10OO03ll1lo0 EUII'DIIIO PlR|lIr tll6
DR OO1oOoO3l12200 DlAlqf RwlEW lElg
PF OO10000311ZlOo Plrll clllca lBEa
lD oo100o0eaol100 clllllltP DBPogrll,
ic OO1oOOO31128o0 |fnL Cr!! $lgPBeIlCA tEE
laounE
575.00
100.00
t73.75
290.00
3.OO
I
Page 2********************************************************************************
CONDITIONSPermit #: 898-0152 as of O6/LL/98 SEatsus---: AppROVED
************!r*******************************************************************
Permit Qpe: ADD/ALT SFR BUIL,D PERMIT Applied--. O6/LL/L998Applicant.--: MASTER SEALERS Issued---: O6/LL/L998970-476-3975 To Expire: L2/08/L998
ilob Address:Location---: vAIL GOLFCOURSE TOWNHOMES 51--S4Parcel No-- : 2101-091-04-049
Description:
REROOF SAME FOR SAI4E CI,ASS A SHINGI.E
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * COndit.iOng * * * * * * * * * * * * * * * * * * * * * * ********
].. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIA}TCE.2. SMOKE DETECTORS ARE REQUIRED IN A]-,L BEDROOMS AND EVERY STORY
AS PER SEe.1210 0F THE 199L I]BC.
Soncacc Eaglo Councy Asscssors 0fflce Iate Received
JUN 10 19gB PER.\rrr r_____ac 970-328-8640 for Parcel 0. TO!.{N oF VAIL coNsTRUcTroN\R'EL 'z% PERMIT APPLTCATIoN FoRM!( 9L/a/az/a/? a.?? -a{e_omn;p^zr .zzlf(
I APPLICATION MI'ST BE FILLED OUT COMPLETELY OR IT I,{AY NOT BE ACCEPTED
r************************
I
* * * * * PERMIT TNFORMATTON * * * * r! * * * * * * * * * * * * * *y,*y:)r.,?lz-/t l-Building [ ]-Ptunbing I j-E]-ectrical, t l-Mechani'cal f K-oXnerc-*z-f il- f/r.elt JZ2.t 4i a.-- -rtt y'--L- ^.- -
-'_-t-t* t'f f/- f /tzeit ib-27 € e.--r..t 'a--L /./rGA /2!fob Name: ? -tdf.ezzA*€ Job Acldressz ,&UL
' L-.'a 6aazZ/ e ee'eJ'.'/ /ec- 'vfulC'a214Legal DescrLption: Lot_ Block__ Filing : SUnolvrStOlr: c-,^,;,z-; .r._.1.7Lega.|- Lrs>\,r .|.y \-rL,rr. rr(J r- Irt q)Cirt,_........_ f lLLng :. StUBDlVlSlON I C-/v)fi Ji._ Jar/Can:<za' FZz-l4eztud
)$rners Nane: @ Address: ph.__
\rchitect: _ Address: ph.
ieneral DescriPtion:-Zae..{
lumber of Dwelling Units:
)IUILDING: $
?LUMBING: f
fi."1,{Z- /,az V. a-.p C c,e -r./P.zzl/azef-ect 4
'lpmber and Type of Fireplaces: cas Appliances,
r *
'k 't rt * * * * rr * * * * * * * * * * * *'* * * * * * * * * * * * VALUATfONS
EI,ECTRICAL: $
HECFIANICAT,' $-_...__
leneral Contractot: -z-->* r./rtt . rzr.az{zzr -{+€tddre!ss:'4 f,l
ilectrical Contractor:
iddress:
)lumbing Contractor:
rddress:
lechanical Contractor:
\ddress:
)THER TYPE OF FEE: l/\ti)RB FEE: IUV:
;-l r lJ . i-ev4gsJ.rr\r 5 !rr.!l.t
i;'f ijlPLtfiAING PIANirlitl,ier,utarNc prAN cHEcK Fii:..Iii:I,:JMECHANICAL PI,AN CHECK FEE:CHECK FEE:
. i"'-..;' CLEAN-UP DEPOSIT :u[rlrorAl, PERMTT FEES:
t l-Additional [ ]-Repalr t4o*"tZd*.4
Nunber of Accornrnodation Units:
Gas Logs_ Wood/Pellet
***** ****:t **** * ** * ** *** * * * * * *** * *
**:t*** ***** *** ** ** *rt * * * ** * *
Town of vail Reg. No.fz7-B
Phone Number: .!az{-z, {_
Town of vaiJ- Reg. No.
Phone Nur'rber:
Town of VaiI
Phone Number:
Town of Vail
Phgne Nunber:
Reg. No.
Reg. No.
)B-OFFICE USE * * * tr :r * * )t * * * * * * * tr * * * * * * * * * * * * * * *
-t-:;lS, laurr,orNc pr,AN GHECK FEE:UILDING PI,AN CHECK FEE:
BUTLDING:
STGNATURE:
ZONING:
SIGNATURE:
-
Tq6 - ot Sl-
0
VALUATION
,'onments:
,
CLEAN ITP DEPOSIT REFIIM TO:-.+2 .2 I /./.t
.4 e.. d aq
/?a /a G a+
f,Z.azz/4/-??->7Fz4r4r
oi',
75 south lronlage road
vall, colorado 81652
(303) 479-21.38 ot 479_2t39
TO:
FROM:
DATE:
SUBJECT:
Read and acknowledged
To.review ordinance No. 6 inVail BuiLding Department tocooperation on this matter.
Fgfl, please stop by the Town ofobtain a copy. rnani y"" i"i--yoi,
olllce ol communlty developmeqg
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THETOl.rN OF VAIL
TOWN oF VAIL puBLIc woRKS/coMMUNITy DEyELopltENT
MARCH L6, 1988
CONSTRUCTION PARKING & MATERTAL STORAGE
rn summary, ordinance No. 6 states that it is unlawfur for anyperson to l_i*er, track or deposit.;;t-";iri-rl"i, sand, debrisor naterial, t""t:glln-trash bumpsters, portable toilets andworkmen vehicres.upon any streetl "iaewaiil-;ii;y or pubticprace or any norribn th;;";;:--;ir" ;i;ht:;i_;;y=ron arr rov,n orVail streetl ind,I:"g. i= .pproximately s ft. Lff pavement.This ordinance w1r| be. =t.illiv"enforced by the Town of vairPubLic works Deoartrnent. perslns found "ii,ruting this ordinancewirr be siven a 24 hour writien--n"ii""-ti*;;;;;:'".id rnareriar.rn the event the person so notified.ao.=-nll"'I"iprv with thenotice within the-24 nour.time-Ipecified, tne puttic worksDepartment wirr- rehove said rnare;i;i-;a-{h;";";;;re or personnotified' The provi=ioni-or-"[ni= orornance sharr not beapplicable to cbnstruction, rnui.t"nunce or repair projects ofany street or aLley or any utilit:.es in the right_a_way.
'Jlr'lrl
F
(i.e. contractor, owner)
75 roulh Irontrge road
vrll, colorado 81657
(303) 479-2L38 or 479-2L39 of tlcs ol communlty devolopmerrt
BUILDING PERI.|IT ISSUANCE TII,IE FMNE
If thrls permit requires a Tovrn of vail Fire Department Approvar,Engineep''s. (.Publii t'lopks) reyiew anJ ipprova'r,'a ptannini'bepartnentreview or Heal th Deoartm6nt.ieview, rnl'u-i"uid fi-iil;";rirainsDepartment, the estimated time tJr'a-totar review may take as longas three weeks.
A]l commercial ('1arge or sma'll) and a'll multi-family permits willhave to follow dne ibove runti6nuJ-ri*irrr requirements. Residentialand.sma'l 1 projects shou'r d take a resser amount of time. However, ifresidentia'l or smal l er .projects impact the vJrious -;'b;;.
miniloneddepartmcnts with reqard' to-necessai-y review,-th;;; ;;;j;.ii ruyalso take the three-weet< peiioJ.
Every.attempt vrill be Tgge by this <tepartnrent to ex'pedite thjspermi.'t.aS s.gon as possible. - - -- v'rrvYr v! I
I' th" undersigned, understand the plan check procedure and timeframe..
k fo--t/ zZ ,"/d!-/Oa
Communi ty Develogrment Department.
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMIT'
DEPARTMENT
IS REOUIRED
Job Name:.4-<.-;z e'c--za
Dale: --fn*- a F.?
Please answer the following questionnaire regarding the need for a "public Way permit.:
ls this a new residence?
ls demolition work being performed
that requires the use of the right
of way, easements or public propeqty?
ls any'utility work needed?
ls lhe driveway being repaved?
fs diflerent access needed to site
other than existing driveway?
ls any drainage work being done
affecting the right of way, easements,
or public properly?
ls a "Revocable Flight OlWay permit"
required?
A. ls the right of way, easements or
F.a--t/z
YES
1)
2)
3)
4)
5)
6)
7)
8)
public property to be used for staging,
. parking or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
lf you answered yes to any of these questions, a 'Public Way permit" rrO be obtained.
"Public Way Permit" applications may be obtained at the Public Work's otfice or at
Cgqqulity Development. lf you have any questions ptease call Charlie Davis, the Town
of Vail Construclion Inspeclor, at 479-2158.
I have read and answered alllhe above questions.-;?'z
or's Signature DaleJob Name
I
REPT131
119/94/98 187=46
TOtfN OF URIL, COLORADO
RE0UESTS FOR INSPECTION lloRK SHEETS FtlR: 9/ +r9B
PAGE
AREA: trD
3
Act i v ity:
Address:
Locat i on:
Farce I :
Deseriptionr
Appl ieant:
Owner:
Contractor:
898-015e
VAIL EOLFCftIRSE
elOl-O9l-04-949
RERpoF sAl|E FtiR
IIASTER SEALERS
ACADIA NU
T{ASTER SEALERS
SAIIE CLA61S A
Occ:
EHINGLE
lJge:
970-476-3975
970-476-3975
91 4/98 Type: A-BUILD Status: ISSUED Constrr Fl€iFR
5t-r{Phone:
Phone:
Fhone:
Inspection Request Inforrat i on. . . . .
Requestor: r ichae I
Reg Tirer QFaQ$ Corrents:Iters requested to be Inspected...
0O54O BLDG-Final C/tt
Phone: BP7-555O
Action Corrent s Tire Exp
Inspection History.....Iter: g05lg driveway grade final
Iter : golOYA BLDG-Foot ings/Steel
Iter : o,g$?E BLDG-Foundat ion/St eel
Iter: OB5,?g PLAN-ILC Site trlan
Iter : OOO3O BLDE-Fraring
Iter: O9,B40 * * Not On File * *
Iter: OOg50 BLD6-Insulation
Iterr A9,o,6g ELDG-Sheetrock Nail
Iter: OOOAO * * Not On File * *
Iter : OOOTO BLD6-ltlisc.
Iter: OOOqg BLDG-Final
Iter: OO53O BLDG-Terp. ClO
Iter: OO54S BLDE-Final C/O #r^--
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:cETgaaEl0ao-EOHE&EAA.i
TOTIN OF VAII,
75 S. FRONTAGE ROAD
VAIL, CO 81657
910-479-2138
Investi96tion>
Tl l,l, cat l.---->
TOTAL TEES--->
v'
DEPARTI,TENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALI, TIMES
P O BOX 1116, MTNTURN CO 81645
GOLFCOURSE TOWNHOUSE ASSOC
c/o LEONARD BUssE, 1720 SUNBURST DR,
Description: WIRING FoR ADDRESS SIGN AND LIGHT POSTSValuation:2, 100. o0
*************lrt*****i*t***tf,tfrrtrhttr**rfflrff*****t*t***t FEE SUil ARY ***t**tttttttf******t****tt*t**t*********i***ttfft*t***ff*
Totat cal,cul,rtd Fc.E--> 57.6
ELECTRICAL PERMIT
Job Addresg: 1610 SUNBURST DR
I'ocation. .. : 1635 GOLF TERRACE
Parcel No.. : 2101-091-04-000
Proiect No.:
APPLICANT EAGLE VALI,EY EIJECTRIC
P O BOX 1116, MTNTURN CO 81645
CONTF"ACTOR EAGI.E VALLEY EIJECTRIC
OWNER
El,cctricrt---> 54.q)
DRB FGc -> .(x)Additioml, Fees---->
Tota I PePrit Fce---->Palmnts-__----a
BALA CE DUE-------->
Permit #: E9?-0230
Statue...: ISSUED
Applied..: 09/23/t997
riiued.. .: 09/23/Lee7
Expiree. .: 03/22/L998
Phonel 970-827-5772
Phone z 97O-827-5772
.(n
57.m
57.m
.m
Phone: 970-476-O3'1 9
vArL co 815s7
.00
3.m
57.00
Dept: BUILDING Division:
Dept: FIRE Divieion:
CONDITION OF APPROVAL
ItEM: O6OOO ELECTRICAI DEPARTMENT09/23/L997 CHARLIE Action: APPRIt'em:' 05600 FIRE DEPARTMENT65lTi/1tt1-cttAnt rs--Action: APPR N/A
1. FrELD TNSPECTTONS ARE REOUTRED TO CHEqK-F9B-CqDS CO!PI{IANCE.
2 . iri[-woF.-K-i,tSm - edlapL,Y-w itfi - DtiB- c0 r DEL rNE s AND coND rr roNs
* *rfi***i **
DECLARATIONS
I hcrcby acknoutadgc thrt I hlvc ncrd thi3 app[ication, llLl,cd out in futl, thc lnforFtion. rcquifcd, corpLatad-rn accurrte Ptot
pten, airo statc tdt ru, th. inforratidt pFovidcd as riqui rcd i 3 corr.ct. I rgrcr to. coQty t lth thc inforEtion .nd .Pl'ot _
pl'an,
io cipty r,lth .1,1, Tq.n ordlnr|rccs urd ctite Lavr, md do buitd thir 3tructurc accordirg to th. To$lrs zoning end subdivi3ion
codea,'dtaign rcviar approvrd, thifo But tding codc and othcr ordin ncrs of the To,n lppticrbt. therrto.
REqrEsrs FoR tilspEcrro s sH LL BE ilADE rtEt{w-Fc[rR ]touRs rN ADVANCE By rEtEpHot{E Al 479-2'l3E oR AT ouR oFFICE FRoNI 6:00 Ail 5:m Pil
********************************i*******************************
TOWN OF VAIL' COLORADO Statemnt
* * * * * * * * * * * * t* * * ** * * ** * * * * * ** * * * * * * * * * * * * !r * * * * * * * * * *** * * ** * * * * * *!t
statennt Nunber: REC-0330 Nnount:
Payment Method: CHECK Notation: *13?50
s7.00 09/23/97 1o:16Init: CD
897-0230 Tlrpe: B-ELEC EL,ECTRICAT PERMIT
2101-091-04-000
1610 SUNBURST DR
1635 GOLF TERRACE Total Feee:
57.00 Total AtL PmtE:
BaLance:
****************************************************************
Permit No:
Parcel No:Site AddreEs:
Location:
Thia Payment
Account Code
01 0000 41313
01 0000 41336
Deecription
ELECTRICAL PERMIT FEES
}TILL CALL INSPECTION FEE
s? .00
s7 .00
.00
Amount
54.00
3.00
I o*.oT
h*.ri n,rJ,wl.o4l - o*"'o\o*o,. uoi" coNsrRucrro"O
PERMTT APPI,ICATION FORI'I
PERI.IIT
'I
VAqle aylVsr*so* lf\o.r?/6.0bqo,. ., r,.,D,
Afpl__
, APPIJICATION MUST BE FILLED OUT COI.|PLETELY OR IT I,!AY NOT BE ACCEPTED
X* ********************* * ****** pg1q41T INFORTTATJON ************************** i**r![ ]-Building [ ]-Plurobing . t-xl-Etectrical I l-]techanLcar I l-other,
Job Nane: Vail GoIf C-ourse Townhomes Job Address: 1635 GoIf Terrace " ,
Legal Description: rot-[ zkocx.-b ,rrrnn
Vail Golf CourseOwners Name: Townhonre Condo Assoc. Address:Ph.
Architect:Address:Ph.
General Description:
work class: [ ]-New [ ]-Atteration txl-Adctittonal [ ]-Repaj.r [ ]-other
Nnrnt'er of Dwelling UnJ-ts: _Nunber of Accolunodation Units:
^
Nurnber and Tlpe of Flreplaces: cas Appliances_ Gas Logs_ wood/pellet_v^]*******!r************************* vAwATroNs ***** ********** ********* *********
BUILDfNGT ELECTRTCAL: $ 2,100.00 OTHER: $
PLIIMBTNG: $ _ llEcHANrcAr,: ST ToTAL:
If *************************** coNTR,AetoR INFORI{ATTON ******* * ** *** ** ** * *********t Eeneral Contractor: Tohrn of Vail Reg. NO._Address:
Electrical Contractor:
Address:
Plunbing Contractor:
Address:
Mechanical Contractor:
Address:
********************************
BUILDTNG PERMIT FEE:
PLTIMBING PERMIT FEE:
MECHANTCAI-I PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FE8:
DRB FEE:
Reg. NO.
Reg. NO.
FOR OFFICE USE *** **************** * * ***** ** ***
BUILDTNG PI,AN CHECK FEE:
PLT'},!BING PI,AN CHECK FEE:
MECHANTCAL PIAN CHECK FEE:
RECREATTON FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMTT FEES:
BUILDTNG:
STGNATURE:
ZONTNG:
SIGNATTIRE:
Town of Vail
Phone Nuruber:
Town of Vail
Phone Number:
Town of Vail
Phone Nurnber:
Reg. No. 156E
827-5772
CLSA}T I'P DEPOSIT NEFI'III) IO:AtS@Vatl^l €tffia
\
TOWN OFVAIL
NOTE; THIS PERMIT MUST BE POSTED ON JOBSITE
MECHANICAL PERMIT PeTmit
AT ALL TIMES
M95-0097
75 South Frontage Road
VaiL Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Job Address...:Location......:
ParceL No.....:Project Number:
Department of Conmunity Development
1510 SUNBURST DR
2101-091-04-000
EAGER BEAVER MECHANICAL
3549 GYPSUM CREEK ROAD,
EAGER BEAVER MECHANICAL
3549 GYPSUM CREEK ROAD,
GOTFCOURSE TH ASSOC
Status...: ISSUED
App1ied. . z 06/22/79s5
rssued.. . : O6/22/1995Expires..: L2/19/L995
GYPSUM,
GYPSUM,
co
co
APPLICANT
CONTRACTOR
OWNER
Descript,ion:
GAS LINE TO 1610,1620,1,630
81637
81637
Valuation:
fof Gas Logs:
Phone ; 303-524-7 33'1
Phone : 303-524-7 33?
4,500. 00
tof l,ood/P8 l. Let:
SUNBURST
#0f Gas Apptiances:Fireptace Information: Rlstricted:
**ffi*'|***'ffi*tr*lr***'*t****ffrffi**ffi***t****t FEE SUttllARY **************i#ffiffiffffffiffi***t*****ffi*ffi
l'lechani ca [--->1@.00
PLan Check---) 25.00
Restuerant Plan Revie!r-->
DRB FeF-------.OO TOTAL FEES-----
5.00
.00 Tota[ Catcutated Fees---)
.00
128.00
AdditionaI Fees--------->
Total Pernit Fee-------->
Payments-------
12E . 00
.00
128. 00
126.00
Invrstigation>
l,i l. L CaL L---->
Dept: BUILDING Divisj-on:
Dept: PLANNING Division:
Item: .O51OO BUILDING DEPARTMENT06/22/1995 DAN Action: APPRItbn:'.05400 PLANNING DEPARTMENT06/22/1995 DA\I Action: APPR N/A
CONDITION OF APPROVAL
1. F]ELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
********************************************************************************
DECLARATIONS
I hefeby acknolrtcdge that I havc rrad this apptication, fi(l,ed out in ful,l, the information requined, conp Leted an accuratc ptotp[an, and statc that etl thc infornation provided as required. i.s correct. I agree to conpty riith tirc iniornation and ptot il.an,to.comPl'y vith atl Tovn ordinanccs and state [ars, and to buiLd this structure according tothe Tovn,s zoning and subdivisibncodes, d.gign r:vieu approvcd, unitorn Buitding Code and other ordinances of the Town appticabl,e thercto.
REAUESTS FOR INSPECTIONS SHALL BE IIADE TI.IENTY-FOUR HOURS tt{ ADVANCE BY TELEPHONE AT 2138 0R AT otR oFFtcE FRot'l 8:00 A 5:(x) Ph
SIGNATURE OF OIJNER OR COI{TRACTOR FOR HII.,ISELF AND OI.INER
$ r"n*ruo
TOWN OF VArL, COTJORADO Statemnt
*********'t******************************************************
Statemnt Nunber: REC-0040 Anount:128.00 06/26/95 09:14Init: MMCPayment Method: CK Notation: ck IL22
Balance: .00
*!til***********!t**********************************************tt**
Permit No:
Parcel No:Site AddreEs:
This Payment
Account Code
01 0000 4t3L2
01 0000 4L332
01 0000 41336
lr95-0097
2101-091-04-000
1610 SI'NBURST DR Total Fees:128.00 Total ALL Pmts:
Description
MECITAIIICAL PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
Tlpe: B-MECH MECHAI{ICAL PERMIT
128.00
128.00
Amount
100.00
2s.00
3.00
NOTE: THIS PERI,TIT MUST BE POSTED ON JOBSITE AT AI,L TIMES
MECIIANICAL PERMIT PErNit #: M95-0097
.Iob Address...: 1610 SIINBURST DR Status...: APPROVED
Location : Applied..: o6/22/L995
Parcel No.....: 2101-091-04-000 lseued...: O6/22/L995
Project Number: Expires..: L2/19/L995
APPLICANT EAGER BEAVER I'IECHANICAL PhONE: 303_524_7337
3549 GYPSI'M CREEK ROAD, GYPSI'M, CO 81537
CONTRACTOR EAGER BEAVER I4ECHANICAI, PhONC: 303-524_?337
3549 GYPSTM CREEK ROAD, GYPSUM, CO 81637
O!{NER GOI,FCOURSE TH ASSOC
Description:
cAs r_,rNE To 1610 ,t620,1630 SI'NBURST
Fircptrc. InforDtion: Rcstricted: fof G.s Apptirncca:
FEE SU]IIIARY
Valuationt 41500.00
Hcchanicct-> 1m.m Restuapant PLan Rcvi a.--> .m Tota L CatcuLetcd Fcca-> 128.m
Pt.n chcck-> 25.00 DRB Fcc*---.m Additimlt Fcca--- > .m. Invcstigrtion> .m TOTAL FEES----
tti l, t crtl,--> 3.0O Payncnts------
BAU$|CE DUE---
I!e$! ,g51OO BUILDING DEPARTMENT DCPI: BUILDING DiViEiON:06/22/1995 DAIi Action: APPR
I!f?nr1"05400 FLANNTNG DEPARTI@NI_ _,_ Dept: PLANNTNG Division:O6/22/L995 DA\t Action: APPR N/A
CONDITION OF APPROVAL
1. FIEIJD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE'
********************************************************************************
DECIJARATIONS
I hereby acknovl,cdge that t havc rerd this.ppticatim, f i l,l,ed out in ful,l, thc infornation requi red, corpLeted an lccurate Ptot
pl,an, and stltc thrt al,t thc inforDtion providcd as required is corrlct. I lgrce to co$l,y vith the infoFration and.ptot.pten,
io corpty rrith ett Torrn ordin nccs rnd stat. tavs, and to build thig gtructure according to the Tounrs zming and subdivision
codes, dcsign ranian approv:d, Uniforr Eui tding Code and othcr ordinrncca of the Td,n applicable thcrcto.
REqrEsTs FoR r spEcTtors sH LL BE r DE lltEl{Ty-Fot R HorrRs rN ADvAficE Ey TELEPHoTE Ar 4T)-21I''3 oR AT dJR oFFrcE FRotl 6:00 Ai 5:m Pll
fof Grs Logs:#Of tfood/P.t Lct:
SIGMTURE OF O$iER OR COIITRACTOR FOR HI]ISELF AI{D OINER
f
)A,c.cEL /l:
D r*/i-Jl -?f
t APPIJICATIoN UUST BE FILLED OUT COMPLETELY OR IT I.|AY NOT BE AcCEPTED
r****************************** PERI{IT INrOR}IATION ******* ************** rl **** ***trt-t l-Building t l-pturoblng [ ]-Electrtcat pfi-uechanibal [ ]-other
Job Address: /Zl/r. //.ir't "l-tL?r\ -t-_./ .+f)r,
Owners Narne !
Architect:
Job Nane!
Lega1 Description: Lot /Block_ Filing
,*dgy.,?i xlll-EiffiI*"$lli,,
o
Address:
Address:
PERI.TIT /I
ceneral Description:
Work Class: [ ]-New
PLTIMBTNG: T }lEcHANrcAL, @ovl* * * * * * * * * * * * * * * * * * * * * * * * * * * coNTRAgIOR rNFOR!,IATIOI7 teneral Contractor:
[ ]-Alteration ]<J-Additional [ ]-Repair [ ]-other
Nunber of Acconnodation Units:I
Gas Logs !{oodlPellet
** ********* ** * * ************ ******
OTHER: $
TOTAL: f
INFOR!{ATION * ** ** * * * ** * * * * * * ** * * * * * *** *
Town of Vail Reg. NO.
Phone Nurnber:
Town of Vail Reg. NO.
Phone Nurnber:
Town of Vail Reg. NO.
Phone Number:
Town of Vail Reg. NO.l?q-rn
Phone Nurnber: a^ -,<p4-; e3 r
oFFICE USE ***** ** ************* ***********
BUILDTNG PI,AN CHECK FEE:
PLWBING PLAN CHECK FEE3
}TECHANICAL PI,AN CHECK FEE:
RECREATTON FEE:
CLTAN-UP DEPOSIT:
BUTLDTNG:
STGNATURE:
ZONTNG:
SIGNAN'RE:
Nunber of Dwelling Units: q
g)ryU"r and Tlpe of Fireplaces: cas Rppliances
,f* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATTONS
BUfLDING: $ELSCTnICAL: $
Address:
Electrical Contractor:
Address:
Address: jls-
******************************** FOR
BUILDTNG PERMIT FEE:
PLIIMBING PERI'IIT FEE:
MECITANICAL PERUTT FEE:
ELECTRTCAI. FEE:
OTHER TYPE OF FE8:
DRB FEE:
CI.EAN I'P I'EPOSIT NEN'I|D ll0:
VALUATION
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A "PUBLIC WAY PERMIT'IS REQUIRED
Please answer the following queslionnaire regarding the need for a 'Public Way Permit':
YES
1) ls this a new residence?
2, ls demolition work being performed
that requires the use of lhe right
of way, eas€ments or public propefry?
ls any utility work needed?
ls the driveway being repaved?
ls ditferent a@ess needed to site
other than existing driveway?
ls any drainage work being done
atfecting the right of way, easements,
or public property?
ls a "Revocable Right Of Way Permit"
required?
A. ls the right of way, easements or
public property to be used lor staging,
pafting or fencing?
B. ll no to 8A, is a parking, staging
or fencing plan required by Community
Development?
lf you answered yes to any of these questions, a "Public Way Permit' mu$ be obtained.
'Public Way Permit' applications may be obtained at the Public Work's otfice or at
Community Development. lf you have any questions please caltCharlie Davis, the Town
ol VailConstruction lnspector, at 479-218.
I have read and answered allthe questions.
NO
/
Y
x
Y
Y
3)
4)
s)
6)
7l
8)X
Y
Job Name s Signature
PUBLIC WORKS PERMIT PROCESS
How it relates to Building Permits:
1) Fill out our check list provided with a buildino oermit aoolication.
lf yes was answered to any of the above questions then a "Public Way" is
required. You can pick up an application at either Community Development,
located at 75 S. Frontage Road or Public Works, located at 1309 VailValley Drive.
2l Notice sign otfs for utility companies. All utilities must field verify (locate)
respective utilities prior to signing application. Some utility companies require up
to a 48 hour notice to schedule a locate.
3) A construction traffic control/staging plan must be prepared on a separate sheet
of paper.An approved site plan may also be used. This plan will show locations' of all traffic control devices(signs, cones, etc..) and the work zone, (area of
construction, staging, etc..). This plan will expire on oct. 1Sth. and will need to
be resubmitted for approval through the winter.
4) Sketch of work being performed must be submitted indicating dimensions (length,
width & depth of work). This may be drawn on the traffic control plan or a site
plan for the job.
5) Submit completed application to the Public Works's office for review. lf required,
locates will be scheduled for the Town of Vail Electricians and Inigation crew. The
locates take place in the morning but, may require up to 48 hours to perform.
6) The Public Work's Construction lnspector will review the application and approve
or disapprove the permit. You will be contacted as to the status and any that may
needed. Most permits are released within 48 hours of being received, but please
allow up to one week to process.
7') As soon as the permit is processed, a copy will be faxed to Community
Development allowing the "Building Permif'to be released. Please do not confuse
the "Public Way Permit" with a "Building Permit" to do work on a project itself.
NOTE:
* The above process ls for work in a public way only.* Public Way Permits are valid only until November l5th.* A new Public Way Permit is requlred each year if work is not complete.
c<!Fvay
75 South Frontage Road
Vail, Colorado 81657
303 -479-2 I 38 / 47e-2 I 3e
FAX 303-479-2452
Depanment of Comrnuniry Development
IXFORIiAIIO TAEDED IfHEIt APPLYTTG FOR A IIECTTNTTCAI, PBRIIIT
1.
2.
HEAT LOSS CALCUI,ATIONS.
TO SCAIJE FLOOR PI'AI{ OF MECITANICAL ROOI.I WITH EQUIPMENT
DR,AWN IN TO SCALE, WITH PHYSICAL DIMENSIONS AND BTU
RATINGS OF ALL EQUIPMENT IN I4ECITANICAL ROOM.
sHow srzE AND LOCATTON OF COMBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ETEVATOR EOUIPMENT WILL ALSO BE INSTALLED IN
MECHANTCAI ROOM.
BO PROVIDE TIIIS ITIFONUIIIOIf WII.L DEI.AY IOUR PERIIIT.
3.
4.
FAII,I'RE
TOWNOFVAIL
75 lol|th fronl,rge toad
Yall, cdoredo 81657
(3Ct) 4792138
(303) 47$2139
ollie of communlty development
NOTICE TO CONTRACTORS/OIINER BUTIDERS
Effective June 20, I99t, the Town of Vail Building Department hasdeveloped the following procedures to ensure that new constructionsites have adequately established proper draj-nage from buildingsites along and adjacent to Town of Vail roads or streets.
The Towrr of VaiI Public Works Department will be required toinspect and approve drainage adjacent to Town of Vail roads orstreets and the installation of temporary or permanent culverts ataccess points from the road or street on to the construction site.
Such approval must be obtained prior to any request for inspectionby the Town of Vail Bui-Iding Department for footings or temporaryelectrj-cal or any other inspection. Please caLl 4'79-2160 torequest an i-nspection from the Pub1ic Works Department. Aflow aminimun of 24 hour noti-ce.
Also, the Town of Va1l Publ-ic Works Department wil-I be approvingall fina-L drainage and culvert installation with resulting roadpacching as necessary. Such approval- must be obiained nrior fn
Fj.nal Certificate of Occupancy issuance.
lnwn
TO:
FROM:
DATE:
SU&'ECT:
75 3oulh fronlage rord
vall, colorldo 81657
(303) 479-21.38 ot 479-2L39 offlce ol communlty devclopmcnl
ALL CONTRACTORS CURREMTLYL REGISTERED WIIH THETOV'II OF VAIL
TOWN OF VAIL PUBLIC WORKS/COMIII'NITY DEVELOPMENT
IiraRcH 16, 1988
CONSTRUETTON PARKING & !,TATERTAIJ STORAGE
rn sunnary, ordinance No. 6 states that it is unrawfur for anyperson to litter, track.or deposit.any soif,-roci,, sand, debrisor naterial , including trastr iunpsteri, portalt" toit"ts andworknen vehicres. upon-any streetl siaewaiil -;ii;y or publicpI?:. or any portion theieof. The right_"i_;t-;n aII Town ofVail streets and.:gag= is approxinateiy 5 ft. ifi'pavernent.This ordinance virr be str_illiy-enrorcla uv-it"-i"wn of Vai_rPubric works DeDartnent. persins found vtirattnt this ordinancevilr- be given a 24 hour written ""Ii""-ti-;;;"'=aid naterial.rn the event the person so notified.does not ""rpiv with thenotice within the 24 hour.tir"-rp".i;i;d,"i;.;ffiiic worksDepartment wirl renove said mateii"r-ii-[n" -"r.i!ire of personnotified- The provisions or tti= ordinance shall not beapplicabte to cinstruction, ,.irri"rr"rrce or repair projects ofany street or alley or any utilities in ttre-iigili_"_r"y.
lo.review Ordinance No. 6 in full,vail Buildlng Department to obtaincooperation on this natter.
please stop by the Town ofa copy. Thank you for your
Read and acknowledged
-t ----' (--'E4t2 a-'/.2 2 -Zao,2Losrtron/ReLationshipr (i.e. contractor, olrner)
t,
hwn
75 touth trontegc rord
Y!ll, colo?.do 81657
(303) 479-2138 ot 479-2L39 offlcc ol communlty dcyclopmc||l
BUILDING PERIIiIT ISSUANCE TIME FRAIIE
If this p"rlit requi.res a Town of Vail Fire Department Approval,Engineer''s (pub,'ric works) reyiew and approvai,'i piiiiiini'b.pu"t
"ntreview or Health Departmint review, ani'a_review ly the duiioingDepartment, the estinated time for a totar ;.ui;;;ui i"[E'is r6ngas three weeks.
A]l conrnercial (large or small) and all multi-family permits willhave to follow the above mentioned maximum requiremlnli. Residential1!!,:rull projects_shourd take a resser amount of time. However, ifresidential or smaller.projects impact the various arove mentioneodepartments with reoard' to-necessary review, il,"i" i"oj".ii"ruyalso take the three-weet< peii:oJ.
Every.attempt will be made by this department to expedite thispermit as soon as possible.
I, the
frame.,
undersigned, understand the plan check procedure and time
r
Corrnuni ty Deve'lopment Department.
t
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PER}!TT
PERr'rrr ! @//tQDATE:
Job Name: l,l
L,egal Description: Iot
Ohrners Name:
Architect:
General Description:
:HVW1ck
e,Wa;__5tc-f:,.>;=t"'T's
t4-1 tu2-e-r-
TOTAL:_
************************!t**
Town of Vail Reg. No.Phone Nunber:
Town of Vail Reg. NO.Phone Nunlrer:
Town of Vail
Phone Nunber:
Reg. NO.
CIO re,
BUTLDTNG:
STGNATURE:
ZONING:
SIGNAIIIRE:
^ , APPLrcArroN MUsr BE rrLr.,ED out "o"*t"Ji J$uJ rlffi ";"cEprED$***************************** pERr{rr rNFoRl.rAffU.{[m{rEUlEflL*************:rrl[ ]-Building [ ]-Plunbtng t l-Er p{-Mechanical [ ]-Other
work Class: [ ]-New [v]-atteration [ ]_Additiona_1 [ ]-Repair [ ]-other
Nunber of Dwelling Units:Nrridber of Aegonmodation Units:
i2*"t
and Tlpe of Fireplaces: Gas Appliances
,f* * * * * * * * * * * * * * * * * * * ** * * * * * *.1 * * * * * VAI;UATTONS
Gas Logs_ Woodr/pellet:_
* **** * ******* ** * * ********** ** *tt**
BUTLDING: S ELECTRTCAL: I OTHER: S
linrMBrNG'L-_: MEcifi;iiaj.;i@.
I * * * * * * *' * * * * b} * * * * * * * * * * * * * * sr CONTRAClIOR INFORI{ATIONt Eeneral eontraetors
Address:
Electrical Contractor ;Address:
Plunbing Contractor:
Address:
Tovn of Vail
Phone Nunber:
********************************FOR OFFTCE usE *******************************
ffi::3::"ljitractor: 4' "" tU " UJ
BUTLDING PERMTT F8E:
PLT'!{BING PER}IIT FEEs
I'IECHANICAL PERMIT EEE:. WELECTRTCAL FEE:
OTHER TYPE OF fnnrr,r.+yFF
DRB FEE:
dress:
BUTLDTNG PIAN CHECK FEE:PLI'UBING PI,AI{ CHECK FEESI.IECIIANICAL PIAN CHECK FEE:
RECREATTON FEE:
CI..EAN-UP DEPOSTT:
TOTAL P8R!,IIT FEES:
Address:
TO
FROII:
DATE:
RE:
MEMORANDUM
ALL COiITRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY g, 1994
WHEN A ''PUBUC WAY PERMTT'tS REOUIRED
Job Name:
Date:
Please answer the following questionnaire regarding the need lor a .public Way permif:
YES NO
&o
re
*O
)--A
)-?-O
'fu'A
14
rc
I have read and answered allthe
Gontlactor's
It_v91a19yer?d yes to ary of these questions, a "pubtic way permit' must be obtained.'Public way- Permif appiicaions miy be obtained a tnJ'puoric worKs office or dc.o.TT,tttrtv Devgroemgr_rt
^!yoq
tr.1e3rv euestions prease cafl charrie Davis, the Townof Vail Gonstruction Inspectoi, at 4Z9-A1SS.'
1)
z',)
ls this a new residence? )
ls demolition work being performed
that requires the use of the right
of way, easements or public froperty?
ls any utility uoft needed?
ls the driveway being repaved?
ls different access needed to site
other than existing driveway?
ls any drainage work being done
atfecting the dght of way, easements,
or public prop€rty?
ls a'Revocable Riglrt Of Way permil'
reguired?
A. ls the right ol uaay, €asements or
public propeny to be used br staging,
parking or fencing?
B. lf no to 8A, is a parking, staging
9r fery*ng ptan rcquired by Communifr
Development?
3)
4)
s)
6)
7',)
8)
o
Job Name
questions.
PUBUC WAY PEFMTT PROCESS
How it retates to Building permit:
1)
z',)
3)
4)
5)
6)
7',)
lf yes was answered tg 3ny of the above questions then a 'pubric way permit. isrequired' you can pick 1n 1n "pfrc"tion at e'her community Devetopment,located at 75 s' Froniage nbao oiFrluiic works, ro""t"o
"iJ-ioJVailValey Drive.
Notice sign offs for .,tirity. companies. Ail utirities must fierd verify (rocate)raspedive uririties prior to iigninj apptication. so,n. utiiity-*rnpanies require upto a 48 hour notice ro schedute i d&t+
A construction tratfic_contrcrpran must oe e-rlaPg or a separate sheet orpaper.This pran wiil show rocationi or aritiainc-&ntrt devices (signs,
"ones,
etc.) andthe work zone, (area of construction, J"ging, ,t .1
skach of work beino performed must be submitted indicating dimensions (rength,width & deprh of *iril. nir ;;fi;fi;n on the traffic donrrorpran or a s*eplan for the job.
submit compreted apprication to the pubtic.work,s otfice for review. ff required,rocates wiil be schedured torthe rown Jt Gil ereariians #c'liigLion crew. Thetocates are take place in the mominj, ft-;"y require up to 4g hours rc perform.
The Pubtic worft's consruaion Inspector wiilleviey the apprication anct approveordisapprove ths permil you wirtte-co-ni"a"o
". o tr," slitrs
"no
any changesthat may be needed- Most permits
"r. rr""r"o wtthin cs r,ori, oJLing received,but please allow up lo one week to process.
As soon as permit is processed, a
"opy
wiil be laxed to community Deveropmenta'owins rhe 'Buirdino e.9pir_td u" -iLiJlloi. pr.ir.iJ';;l;;iJr" rhe "pubricway Permit'with a'-Buikring permit;iiiliL* on a project sire irserf.
Note:
'The above prooess ls for work In a rfght-of_way only.
'Publlc Way permlt=
".
'A new publlc Way permlt ls requlred each year.
75 aouth trontlgc ro.d
urll, color.alo 8t65;7
(303) 479-2L38 ot 479-2L39 oftlcc ot oommunlty drudopmoil
BUILDING PERI.iIT ISSUANCE TIIITE FRAITIE
If thi.s permi.t requires a Town of vair Fire Departnent Approval ,Engineer''s (Publi" t*:l "ivi", .nJ'ipprovat, a p.tanning. Departmentrevi ew or Hear th Deoartmint. review, -uni'.-
"Iui.; ;i-;;;;";rit oi n9
33rtilH!.h"lll .r.i*tea itme'ior'.-tt r ".ui"*-irv"Lil'as rons
All conrnerciar ('rarqe or smalr ) and al'r murti-family perm.its wilrhave to foilow the Sbove ffiii6ril;iir'n reqrirements. Resident.ia]and small projects shourd tatt"-J-ieiie""amouni of timc. However, ifresidential or smaltgr.projeiit-ii'piii' the various above mentioneddepartnents with reoa-rd' tr'r"J"riliii-i"ui"n, these projects maya'l so take the three-week period.
Every attempt will be made by this departnent to expedite thispermit as soon as possible. - E^PE\" r'E Ll
I' the
frame.
undersigned, understand the plan check procedure and time
Date XoFR ;8,- ?{
Sneet was tutned-li'i6'TfrE
Development Department.
75 routh t.onlrgr rotd
Y| , cotor.do 81657
(3031 479-2L.38 ot 419-2L39
TO:
EROM:
DATE:
SURTEEI:
oftlcc ol conmunlly dcvclopmcnt
ALL CONTRAEIORS CURRENTIYL REGISTERED IfITII TITETO}IN OF VArL
TO9|N OF VArL PUBLIC WORKS/COI|MI'NITY DEVEIOpMENT
l,lARCIt 15, 1988
CONSTRUCIION PARKING & I.IATERIAL STORAGE
rn su'nary, ordinance No. 6 states that it is unrawful for anyperson to rirter, track or atposii ;t:;irl-r"ti, sand., debrisor naterial, inct.udiy_!1.:lr-ilip=t.=s, portable toitets andworkmen vehictes. upon-any streei, ri;;"ik;;ii;y or pubric€:ii"":I":t5 H;.rin trrlieo;:--;h" rishr_of_way 6n arl rown of
rr,r: ;;ei;;;;' ;iii:ff $d:8il":l?*:L'";.;:'l"m;:f+ii,-^Publi.c works oenartntntl--p"illns touna .rii,riting this ordinancewitl be siven a-ze hour-r=i;il;';"Ii; t;-;;;;:'="id nareriar.rn the event the person so notified.does not cornply with thenotice within the 24 frour tine ip?"ifi"d, the pultic WorksDeparrnent wilr r"rnor!-=iiJ-iitlli"i -ii-inJ';*p:;"" or personnotified. The orovisions-ot-Iiil orainance strirt not beapplicable to c-onstruetion, -r"iil"rr.nce or repair projects ofanv street or a'ev or -nf'ut'ir-i;i;;"i; ;;"^;iiii-"-r.v.
To review ordinance No. 6 in fuLl, please stop by the Town of:::i.::il3i"g,Tf,ifn:*.::"oit-li" a copv. rirani you ror your
-acknowtedged
ositionTnEfEEffinf!
o
(i.e. contractor, owner)
luwn
75 lou0r hontrgc rord
udl colo?.do 8f657
€qt) 47TZt38
€qr) 4792199
office of communlty dc$logment
NoTrcE To coMTRAcToRs/oIINER BUIIDERS
Effective June 20, 199r., the Town of vair Building Department hasdeveloped the forrowing procedures to ensure that new constructionsit.es h-ave adeguarery-elt.abtished_proper ariinige rron tuirdinjsites along and adjacent to Town of vail roads or- streets.
rbe Torn of vail pubric works Department rirr be required toinspect and agprove drainage adjaclnt to Town ot v"ir roads orstreets and the iastalration of tlnporary or permanent curverts ataccess points f,rom tbe road or street on to tle construction site.Such approval must.be obtained prior to any request for inspectionby the Town of vaiL Ruilding oepartment for fobtings or E.emporaryelectricar or any. other inspettion. prease -""ir 47g-zi6o t6request an inspection from the public works Department.. Arl0w aminimum of 24 hour notice.
A1so, the Tohrn of vail public works Department wirl be approvingall finaL drainage and culvert instaliation with resutting roa6pacching as necessa_ry^. such approval must be obtained prlor toFj.nal Certificate of Occupancy iis,r"r,ce.
TOWN OFVAIL
75 South Frontage Road
Vail,'Colorado 8.1657
303-479-21 38 / 479-2 I 39
FAX 303-479-2452
D e p a r nn e nt of C om n u n i o* D e ve I o pn e nt
rxFoRlltrlrotr TEEDED mlEf, APPLirf,c FoR A uEctNrcar. PERttrt
1.
2.
HEAT LOSS CALCULATIONS.
TO SCALE FLOOR PI,AN OF MECTIA}TICAT ROOM WITH EQUIPMENT
DRAWN IN TO SCALE, WITH PHYSTCAL DIMENSIONS AND BruRATINCS OF AI.,L EQUIPMENT IN MECTIANICAL ROOM.
sBol{ sIzE AND LOCATION OF CO}'BUSTION AIR DUCTS, FLttES,VENT CONNECTORS AND GAS LTNES.
NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTAI,IJED INI,IECHANICAL ROOM,
3.
4.
FATLI'RE ao PRovrDE ll|Is rttFoRutrro[ wu.L DELAI rouR pER]trr.
Oi^lV)/zL ftn,2 a ?t/3
sFx
t\l\lbl+-IFIF
\-
\t-. vFrst'FrK-
I0wil 0t Vail Comrnunrry
0eveloomsnt
Plan Burfl Fir:.i:hir f)yL r.
Flrs
i-r:t i:r 1' :"i ) v.? C
Town of Vaif
F'FIfril EOPY
iri:i;i 11, 'i (,1'r1':,',, .l
Sriiir. :il_r i() .:"; ii ;'i r;.
fii: ;::lt?iti:c or g;:nii;:l cl i1 p:r: i11;: r'7 7"::: .-.::i ii i i:, -.: iit!
i!--r't;i:i:.-r:r"-: sha:i n0i itit c0lrri.u.:iJ !i l,,t a lii.'r,;t i.;. ., ln'it.:':; "'..t iji, any vir:leti0n of aiiy ol tne f,i0vi::10ii:j Di ?1.: t:.-,.-i6
ci ni irry oiit[ir ordinanco 0f the iurisdicati0n. Tite isstianct 0l
a p0ir,1ii based upon plans, specilications and othci data Lharl
ncl prsvent thc building olficial from theroafter requiring tho
;orroGtion ot €rrors in said plans, spe0itications and 6thc
Jata.' '
',,/'rArE. 1-/l -z:t
Plan Review Based on
the 1991 Uniform Codes
, NAME: VAIL GOLFCOURSE #49&55 DATE: 1-10-95
ADDRESS: 1635 GOLF TERRACE CONTRACTOR: EAGLE VALLEY M
VAIL, COLORADO ARCHITECT: NONE
II OCCLIPA$CY: R-l ENGINEER: NONElr
TYPE OFICONSTRUCTION: V-IHR PLANS EXAMF{ER: DAN STANEK
I
CoRRECTTONS REQTITRED
The items listed below are not intended io be a complete listing of all possible code
requirements in the adopted codes. It is a guide to selected sections of the cudes.
The following is not to be construed to be an approval of any violation of any of
the provisions of the adopted codes or any ordinance of the Town of Vail.
l. CoMBUSTION ArR IS REQUTRED pER SEC. 607 OF Tr{E 1991 UMC.
2. INSTALLATION MUST CONFORM TO MANIJFACTI.JRES INSTRUCTIONS AND TO
APPENDX CHAPTER 2I OF TIIE 1991 UMC.
3. GAS LINE TEST AND INSPECTTON IS REQUIRED BEFORE CONNECTION
oF Al.Iy EQUTPMENT pER SEC. 1206 OF Tr{E 1991 UMC.
4. IIEATING EQIIIPMENT MUST BE PROTECTED FROM VEHICLE DAMAGE PER
sEc. 508 0F THE 1991 L'MC.
5. CAS APPLIANCES SHALL BE VENTED ACCORDINC TO CHAPTER 9 OF TIIE
1991 UMC AND SHALL TERMINATE AS SPECIFIED IN SEC. 906 OF THE
1991 UMC.
6. BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE
CONSTRUCTION I]NLESS LISTED FOR MOIJNTING ON COMBUSTIBLE
FLOORING.
7. FIELD INSPECTIONS ARE REQUTRED FOR CODE COMPLTANCE PER SEC. 305
OF THE 1991 UMC.
8. WHEN NEW ELECTRICAL LINES ARE REQUIRED WORK MUST BE DONE BY A
LICENSED FI,ECTRICIAN.
Tcru'i i":f *rii
\
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
**********************************:t*****************************
statemnt Number: REc-0002 Anounrz 228.00 iL/LL/95 10:12
Permit No: M95-0010 T!pe: B-MECH MECHANICAL PERMIT
Location: 1635 GOLF TERRACE UNIT 49, ZINN RESIDENCE
Pafnent Method: Notatioh: TT ENTERED Init:****************************************************************
Account Code Description Paid
01 OOOO 41311 PLI'MB]NG PERMIT FEES 18O.OO
01 0000 4L332 PLAN CHECK FEES 45.00
01 OOOO 41336 WII-,L CALL INSPECTION FEE 3.OO
Total (This Payment): 228.00
Total Fee6: 228.00Total A11 Paymente: 228.00Balance: ,00
a
****************************************************************
TOWN OF VAIL, COT,OR,,ADO Statemnt****************************************************************
Statemnt Number: REC-0002 Amount: 328.00 OL/LL/95 10:16
Permit No: M95-0011 Type: B-MECH MECHANICAL PERMITLocation: 1635 GOLF TERRACE #55, DICKSON RESIDENCE
Palment Method: Notation: TT ENTERED Init:****************************************************************
Account Code
01 0000 41.311
01 0000 4L332
01 0000 22002
01 0000 4L336
Description
PLUMBING PERMIT FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
WILI, CALL INSPECTION FEE
Total (This Payment):
Paid
180.00
4s.00
100.00
3 .00
328.00
Total Feea:
Total All Payments:
Bal.ance:
328.00
328.00
.00
.'.-.--11--7/t/F
tt_zI3
_ t APPLTCATION MUST BE FTLLED OUT CoMpTETELy qR IT l.rAy NoT BE ACCEPTED
S***************************** pERlrrr rNFoRr,tATr6f '*'*!!****c#iEBI*************rl [ ]-Building [ ]-plunbing [ ]-Electrical D4-MechanLcat l-other
TOTIN OF VATIJ CONSTRUCTION
DATE:
ob Address:
Block riling surorvrsrou:
Job Name:4er_fizLegal Description:FOLot
ItrU."
and Type of Fireplaces: Gas Appliances
lt* ** * * ** * * * * * * * **** * * * * * * * * * * * * * * * VALUATIONS
BUILDTNG:
'^ RLnlrBrNG: T-
I***************************fEenerat contractor:
Address:
Electrical Contractor:
Address:
Plurnbing Contractor:
Address:
l{echanical Contractor:
Address:
******************************** FOR
BUTLDING PERMIT FEEs
PLI'I'IBING PERMIT FEE:
MECTIANICAI.I PERUIT FEE:
EI.ECTRICAL FEE:
OTHER TYPE OT FEE:
DRB FEE:
Address: 4n* , l^ /' ' pn.fu--a%
Gas logs- !{oodr/Pe11"a&
!{EcHANrcAtrlW
* * * ********** ** * *****************
nt.,nCtnlCal: S OTIIER: I
TOTAL: I
CoNTRACTOR TNFORMATJON ** **************** ** *******
Town of Vail Reg. NO.
Phone Number:
Town of Vail
Phone Number:
Town of VaLl
Phone Number:
Town of Vail
Phone Nurnber:
Reg. NO.
Reg. NO.
oFFrcE usE ****** ** ************* **********
BUTLDTNG PI-,AN CHECK FEE:
PLII'IBING PLAN CHECK FEE:
I.IECHANfCAL PLAN CHECK FEE:
RECREATTON FEE:
CI.,EAN-UP DEPOSIT:
TOTAIJ PERUIT FEES:
BUTLDTNG:
SIGNATURE:
ZONING:
SIGNATT'RE:
ohrners Nane:
Architect:Address:
General Description:
t'
Work Class: [ ]-New b4-atteration [ ]-Additional [ ]-Repair [ ]-other
Nunber of Dwelling Units:Number of Acconmodation Units:
CLBAI| T'P OTPOSIT REEI'I{D TO:
TO:
FROM:
DATE:
RE:
1) ls this a new residence?
2, ls demolilion work being performed
that requires the use ol the right
of way, easements or public property?
3) ts any utility work needed?
4) ls the driveway being repaved?
5) ls ditferent acress needed to site
other than existing driveway?
6) ls any drainage work being done
atfeaing lhe right of way, easements,
or public property?
7l ls a.Revocable Right CI Way Permit"
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1gg4
WHEN A ''PUBLIC WAY PERMIT'IS REQUIRED
Job Name:
Daie:
Please answer lhe following questionnaire regarding the need for a "Public Way Permit':
YES NO
.-7V
.D
-no
rtA
'77.4
4
Lltn
-n
'Zp
ry
Development?
lf you answered yes to any of these questions, a 'Public Way Permil' must be obtained.
'Public Way Permit" applications may be obtained at the Public Work's ofiice or at
Community Development. lf you have any questions please call Charlie Davis, lhe Town
of Vail Construction Inspeclor, a|.479-218.
I have read and answered allthe above questions.
a
PUBUC WAY PERMIT PROCESS(I
How it relates to Building permit:
1)glmit a llcation.
z',)
3)
4)
5)
6)
7',)
lf yes was answared to 3il^o11h" above.quesrions then a "pubric way permil" isrequired. You can pick up an apprication a either community Deveropment,located at 75 S. Frontage Rbad or ii,Ofi" Wo*s, tocated at lg0g \iaitVailey Drive.
Nolice sign otfs for utility companies. All utilities must field verify (locate)respective utilities prior tg signinj application. sor" ,tii,ty-irr-p"nies require upto a 48 hour notice to schedute i tddare).
A construction tratfic cofirol plan must_be prepared or a separate sheet of paper.This plan will show rocations of ail traffic &ntrordevices (signs, @nes, etc.) andthe work zone, (area of construction, staging, etc.)
slglcl01w9s u-"itg performed must be submitted indicaring dimensions (rengrh,width & depth of work). This may ba oriwn on ths ramc bntrotpran or a siteplan for the job.
P:9ri, co-mpleted a:nprication to the pubric work,s ofiice for review. rf required,rocates wiil be scheduted forthe Town of vail eleariJilft ftr-:ilion crew. Thelocates are take prace in the moming, urt r"y require up to 4g hours to perform.
The Public work's construction Inspector wirt review the apprication and approveordisapprove rhe permil you wiil ue contaaea as to the ai;d;-;;; any changesthat may be needed. Most permits arE releiieo within 4g nouiJor oeing received,but please allow up to one week to procels.
As soon as pe_rmit is procassed,
? copy wiil be faxed to community Deveropment
3lowl'g the 'Building P.9ryit'to uE ritear"J. pt"""" do not confuse the "pubticway Permit'with a "-Buirding permit.io oo wo* on a Jrojeci sie irser.
Note:
'The above process ls lor work In a rfght_of_way only.
*Pubflc way permrt's ars vafld onrv unilt November 15th.
'A new Public Way permlt ls requlred each year.
TOITN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
303-479-21 38 / 479-21 39
FAX 303-479-2452
1.
2,
Department of Community Development
r[TORilAIIOf, IfEEDED TIIIET APPLTIf,G' FOR A I,IECHAIIICAI. PERIIIT
3.
4.
HEAT LOSS CALCULATIONS.
TO SCALE FLOOR PLAN OF MECHANICAL ROOM WITH EQUIPI.{ENT
DRAWN IN TO SCALE, WITH PHySICAL DIMENSIONS AND BTU
RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM.
sHow sIzE AND LOCATION OF COMBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTALLED IN
MECHANICAL ROOM.
FAILI'RE AO PROVIDE IIIIS ITFORIIATIOtr WII,IJ DEI'AI IOUR PERITII .
hun
75 routh lrcntlgc rc.d
Yrl, colondo El65t
(30s) 47$2138
(36) 479213S
ofiae ot communny developmeil
NorrcE To coNTRAcroRs/orfNER BUTLDERS
Effective June 20, I99!, the Town of Vail Building Department has
developed the following procedures to ensure that new constructionsites have adequately established proper drainage from buildingsites along and adjacent to Town of Vail roads or streets.
Tbe Town of, Vail Public Works Departuent will be required toinspect and atrlprove drainage adjacent to Tonn of Vail roads orstreets and tbe installation of tenporary or permanent culverts atacc€ss points from tbe road or street on to the construction site.
Such approval must be obtained prior to any request for inspectionby the Town of Vail Buj-Lding Department for footings or temporaryelectricaf or any other inspectj-on. pLease call 479-2L60 torequest an inspection from th-e publ-ic Works Department. Allow a
minimum of 24 hour notice.
A1so, the Town of Vail public Works Department will be approvingall final drainage and culvert installation with resulting roadpacching as necessary. Such approvaL rnust be obtained prior toFj.nal Certificate of Occupancy issuance.
75 roulh tronlage rord
Y.ll, coloredo 81657
(303) 479-21.38 or 479-2L39
TO:
fROM:
DATE:
SU&TECT:
Read and acknowledged by:
olflcc ol communlly dev.lopmant
ALL CONTRACTORS CT'RPGNILYL REGISTERED WITH IHETOI{N OF VAIL
TOIIN OF VArL PUBLIC WORIG/COMMITNITY DEVEIOPIIENT
IIARCH 15, 1988
CONSTRUqTION PARKING & MATERIAL STOR,AGE
rn sunmary, ordinance No. 6 states that it is unrawfur for anyperson to ritter, track or deposit any ""ir,-r""i, sand, debrisor rnaterial , including trash hurnpsters, portable toilets andworkrnen vehicles.upon any streetl siaewairl-;Ii;y or publicp]?ge or any porri6n theieof. rrre rigrrt_"i_;;t-;n arl Town ofVail streets and_roads is approiinately 5 ft. off pavenent,.This ordinance wilt be. "t.iilrv--enforced by the Town of vairPubri.c 'torks DeDartnent. pers3ns found "iirrarr"g this ordinancewilL- be given a 24 hour writien--notice to renove-said nateriar.In the event the person so notified.does not cornpfy with thenotice within the 24 rrour tine-=p""tFiil,"il";il;ric r{orksDepartment srilr remove said urateiiui-"i-[n"'I"pli=e of personnotified. The provisions or-[rris ordinance shall not beapplicable to cinstruction, riiri"r.tce or repai.r projects ofany street or alley or any utilities in ite-rigii_"_r"y.
To review Ordinance No. 6 in fu]l, please stop by the Town ofVail BuiLding Department to obtiin a copy. rlani< you for yourcooperation on this rnatter.
ition/Rel.tTonstrip (i.e. contractor, owner)
lnwn
75 routh trontrgc rold
rtll, colondo El6S7
lso3l 479-2L38 or 479-2L39 olflce of comtnunlty d.yolopmrnt
BUILDING PERl'tIT ISSUANCE TIME FRAf'tE
If this penlit. ryeuilep g Towl of Vai'l Fire Department Approvat,Engineer''s. (.pub1tc wgllsJ review .nd apb"ouai,'i iii.iini'bip."t
"ntreview or Health Deoartmiint review, ani'a-review by the euilhinj ---
Department, the estimated time tor'"-totat review may take as rongas three weeks.
f]] cgtnngrgial ('large or smail) and ail mu'rti-famiry permits wiilhave to follow the above menti6ned maximum requiremlnli. iesiaentialand.smal'l projects shourd take a reiser arnound of time. However, ifresidential or smailer projects impaii the various arove ment.ioneodepartments with regard to-necessii:y revten, *,"i" p"oj".ii'*valso take the three-week period.
Every.attempt wl'll be made by this department to expedite thispermit as sgon as possible. -
I, the
frame,
underSigned, understand the plan check procedure and time
Communi ty Development Department.
Plan Review Based on
the 1991 Uniform Codes
NAME: VAIL GC. MECL n355O
ADDRESS: 1635 SUNBIJRST
VAIL, COLORADO
OCCLJPANCY: R-l
TYPE OF CONSTRUCTION: V-IHR
DATE: l1-10-94
CONTRACTOR: EAGLE VALLEY
ARCHITECT: NONE
BNGINEER: NONE
PLANS EXAMINER: DAN STANEK
2.
3.
4.
5.
l.
7. FIELD INSPECTIONS
OF THE 1991 UMC.
CORRECTIONS REQIIIRED
The items listed below are not intended to be a complete listing of all possible code
requirements in the adopted codes. It is a guide to selected sections of the codes.
The following is not to be construed to be an approval of any violation of any of
the provisions of the adopted codes or any ordinance of the Town of Vait.
CoMBUSTION ArR IS REQUTRED pER SEC. 607 OF THE 1991 LJMC.
INSTAIIATION MUST CONFORM TO MANIJFACTURES INSTRUCTIONS AND TO
APPENDD( CHAPIER 2I OF THE 1991 UMC.
GAS LINE TEST AND INSPECTION IS REQUIRED BEFORE CONNECTION
oF ANY EQUTPMENT pER SEC. 1206 OF TrrE 1991 UMC.
I{EATING EQUIPMENT MUST BE PROTECTED FROM VEHICLE DAMAGE PER
SEC. 508 OF TTIE 1991IJMC.
GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 OF TIIE
1991 UMC AND SHALL TERMINATE AS SPECIFIED IN SEC. 906 OF TIIE
1991 IJMC.
BOILERS SHALL BE MOI.]NTED ON FLOORS OF NONCOMBUSTIBLE
CONSTRUCflON I]NLESS LISTED FOR MOUNTING ON COMBUSTIBLE
FLOORING.
8.WHEN NEW EI.ECTRICAL LINES
LICENSED FI FC"TRICIAN.
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the lsslenco 0r grantinQ 0f a ?srr;i "' -.r''i::' l ',+ 'r1' 1r";'3
il*t;liriiicils 5hili nol bu cofisiru$a i'J #il - ' . . i.t in
3i-1lr;ival 0f , any viciation 0f afiy 0t th€ pit..'r,, - ,.i i,l ,;ii. cu5€
or 0f any othar ordinancc ol the iurisdicati0n. Ii,e isiijaitCe.0f
a permit ba$d upon plans, specifications and other data siatf
not prcwnt thc building oflicial from thereatter requiring tho
;fir.stion of srrors in said plans, specitications and othor
Cata."
OATE:
Valldlty ot Psrmlt
8oo. 303 (c) 19 U.B G.
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Dahl , Inc.
3366 South Glen Ave.
GLenwood Springs, CO 81-501-
3 03 -945-2 3 3 L
11- 01- t-9 9 4
GOLF COURSE
Heatloss is based on a Design Tenp. Difference of 85
The BTU,S per foot of radiation is 620
MASTER BED
CEILING HEIGHT IS 8.00 FEET, VOLUME rS t_632.00 CUBIC FEET3 EXPOSED OPENINGS,TOTALING2 EXPOSED WALLS, not including openings,TOTALING >>> l-92.00 SeUARE FEET
ROOM SrZE IS 17.00 IONG by l_2.00 WIDE, TOTALING >> 204.00 SQUARE FEET
WINDOW TyPE IS: U-Value = .551, Double pane, Clear class
WALL TYPE IS: U-VaIue = .06, Frame fnsulat,ed
CEILfNG TYPE IS: U-Value = .033, Unconditioned Attic Space Above
FLOOR TYPE IS: U-Value = 0, Floor over any Conditioned Space
HEATLOSS
979
L,872
57L
o
I,967
5,390
The Total BTUH for the outside wa11s are
The Total BTUH for the Exposed Openings are
The total BTUH for the ceilings
The total BTtrH for the floors
The BlUll infiltration for the openings is
THE TOTAL BTUH FOR THIS ROOM TS
The total feet of radiation required for this room
MASTER BATH
CEILING HETGHT IS 8.00 rEET, voLUME IS 432.OO CUBIC FEET0 ExPosED oPENTNGS,TOTALTNG
1 EXPOSED WALLS, not including openings,TOTALfNG >>> 4B.OO SQUARE FEET
RooM SIZE IS 6.00 I€NG by 9.00 WIDE, ToTALTNG >> 54.00 SeUARE FEET
WINDOW TYPE IS: U-VaLue = O, No openings in this room
WALL TYPE IS: U-Value = .06, Frame fnsulated
CEILING TYPE fS: U-Value = .033, Unconditioned Attic Space Above
FIPOR TYPE IS: U-Value = 0, Floor over any Conditioned Space
The Total BTUH for the outside walls are
The Total BTUH for the Exposed Openings are
The total BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for tbe openings is
THE TOTAL BTUH FOR T}TTS ROOM IS
The total feet of radiation required for this room
HEATLOSS
245
0
15t
0
0
399..'.,,. ; ;";i rl8ilna
,/'{, liolfli l\-r'" n fi m\ I
! ?a-'..j:: '.- .'
:------ - ---- -'r- !- - -i- - - - - - - - -
Page 2
BATH
CETLING HEIGHT IS 8.OO TEET,VOLUME TS0 ExPosED oPENINGS,TOTALING
0 EXPOSED WALLS, not including openings,TOTALING >>>
ROOM SrZE IS 5.00 IONG by 9.00 wrDE, TOTALTNG >>
WINDOW TyPE IS: U-Value = 0, No openings in this room
WALL TYPE IS: U-VaIue : .06, Frame fnsulated
CEILING IYPE IS: U-Value = .033, Unconditioned Attic Space Above
FIOOR TYPE fS: U-Value = 0, Floor over any Conditioned Space
HEATLOSS
360. OO CUBIC FEET
O. OO SQUARE FEET
O. OO SQUARE FEET
45.00 SQUARE FEET
The
The
The
The
The
THE
?he
0
0
126
o
0
t26
o.2
Total BTUH for the outside wal1s areTotal BTUH for the Exposed Openings aretotal BTUH for ttre ceitingstotal BTUH for the floors
BTUH infiltration for the openings is
TOTAL BTUH FOR THIS ROOM TStotal feet of radiation reguired for this room
BED A
CEILING HEIGHT IS 8.OO FEETI VOLUME IS ]-].44.00 CUBIC FEET2 EXPOSED OPENINGS,TOTALING
2 ExPosED wALLs, not incruding openings,TorAlrNc >>> 152.00 seuARE FEET
ROOM STZE IS 13.00 LONG by 11.00 WIDE, ToTALING >> 143.00 SQUARE FEET
WINDOW TYPE IS: U-Value = .551, Double pane, Clear G1ass
WALL TYPE IS: U-VaIue = .06, Frame fnsuLated
CEILING TYPE IS: U-VaIue = .O33, Unconditioned Attic Space Above
FIOOR ?yPE IS: U-VaIu€ = O, Floor over any Conditioned Space
HEATLOSS
775
!,8-72
400
0
I ,967
5, OL5
a1
The Total BTUH for the outside walls are
Tbe Total- BTUII for the Exposed Openings are
?be total BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
THE TOTAL BTUH FOR THTS ROOM IS
The total feet of radiation required for this room
BED B
CEILING HEIGHT IS 8.00 FEET, voLUME IS 101-2.00 CUBIC FEET3 EXPOSED OPENINGS,TOTALTNG2 EXPOSED WALLS, not including openings,TOTALfNG >>> 152.00 SeUARE FEET
ROOM SrZE IS 11.00 LONG by 11.50 WIDE, TOTALING >> L26.50 SQUARE FEET
WINDOW TYPE IS: U-Val.ue = .551, Doub1e pane, Clear G1ass
WALL TYPE IS: U-Value = .06, Frane Insul.aLed
CEILING TYPE fS: U-VaIue = .033, Unconditioned Attic Space Affiffe-1 nf lf,rll
FLOOR TYPE fS: U-VaIue = 0, Floor over any Conditioned,,sp.ace ...,.i.!HEATf,qSS, :: ,r lrr VThe Total BTUH for the outside walLs are 7Wn i r's/L- uJq'r'l I
The Total BTUH for the Exposed Openings are 1,310
The total BTUH for the ceilings 354
The total BTUH for the floors 0
The
THE
The
Page 3
BtuE infiltration for the openiiffi
TOTAIJ BTI'H FOR THIS ROOI{ TStotal feet of radiation required for this
1,377
3 t8t7room 6.2
LIVINGROOM
cErLrNG HEIGHT rS 8.OO FEET, VOLUME rS 2352.OO CUBIC FEET6 EXPOSED OPENINGS,TOTALTNG
2 EXPOSED WALLS, not including openings,ToTALING >>> 183.20 SQUARE FEET
ROOI{ SrZE rS 24.50 rONG by l-2.00 WrDE, TOTALTNG >> 294.00 SQUARE FEET
WINDOW TYPE fS: U-VaIue = .551, Double Pane, Clear Glass
WALL TYPE IS: U-Value = .06, Frame Insulated
CEILING TYPE IS: U-Value = 0, Unconditioned Attic Space Above
FIOOR TYPE IS: U-Value = .071, Floor over Exposed Space
HEATLOSS
934
5,O92
0
L,7 64
5,351
13,142
2l .2
The Total BTUH for the outside walls are
The Total BTUH for the Exposed Openings are
The total BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
THE TOTAL BTUH ,FOR THIS ROOM TS
The total feet of radiation reguired for this room
POWDER
CEILTNG HEIGHT IS 8.00 FEET, VOLUME rS 24O.OO CUBrC FEET
1 EXPOSED OPENINGS,TOTALTNGI EXPOSED WALLS, not including openingsrTOTALING >>> 36.00 SQUARE FEET
ROOM SIZE rS 5.00 LONG by 6.00 WrDE, TOTALTNG >> 30.00 SQUARE FEET
WINDOI{ TyPE Is: U-va1ue = .551r Double Pane, Clear Glass
WALL TYPE IS: U-Value = .o6, Frame fnsulated
CEfLING TYPE IS: U-Value = Or Conditioned space above
FLOOR TYPE IS; U-Value = .071r FLoor over Exposed Space
HEATLOSS
184
187
0
L80
]-97
748
Te+:i if \hii
The Total BTIIH for tbe outside walls are
The Total BTUH for the Exposed Openings are
The total BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
TIiE TOTAL BTUH FOR THIS ROOM IS
The total feet of radiation recruired for this room
O EXPOSED OPENINGS,TOTALING
1 EXPOSED WALLS, not including openings,TOTALING >>>
ROOM SrZE rS 6.00 LONG by 7.00 WrDE, TOTALTNG >>
wINDOw TYPE IS: U-value = o, No openings in this room
I,AUNDRY
CEILING HEIGHT IS 8.OO FEET,VOLUME IS 336. OO CUBIC FEET
O.OO SQUARE FEET
48.00 SQUARE FEET
42.O0 SQUARE FEET
Page 4
WALL TyPE IS: U-VaIue = .06, Frane Insulated
CEILING TYPE fS: U-Value = 0r Conditioned space above
FI€OR TYPE IS: U-Value = .071, Floor over Exposed Space
The Total BTUH for the outside walls are
The Total BTUH for the Exposed Openings are
The total BfuH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
THE TOTAL BTT'II FOR THIS ROOM TS
The total feet of radiation required for this
HEATLOSS
245
o
o
252
tJ
497room o.8
KlTCHEN
CEILING HEIGHT IS 8.OO FEET, VOLUME IS 1568.00 CUBIC FEET2 EXPOSED OPENINGS,TOTALING2 EXPOSED WALLS, not including openings,TOTALING >>> 2O1.OO SQUARE FEET
ROOM SIZE IS 14.00 LONG by 14.00 WIDE, ToTALING >> 196.00 SQUARE FEET
WINDOW TYPE IS: U-VaLue = .551, Double Pane, Clear Glass
WALL TYPE IS: U-Value = .06, Frane fnsuLated
CEILING TYPE fS: U-Value = 0, Conditioned space above
FIPOR TYPE fS: U-Value = .071, Floor over Exposed Space
HEATLOSS
The Total BTUH for the outside walls are L,O25
The Total BTttH for the Exposed Openings are I,076
The total BTUH for the ceil.ings 0
The total BTUH for the floors L,L76
The BTUH infiltration for the openings is 1,131
THE TOTAL BTUH FOR THIS ROOM IS 4,409
The total feet of radiation required for this room 7.1
DTNING
CEILING HEIGHT rS 8.00 FEET, VOLItME IS LL44.00 CUBIC FEET1 EXPOSED OPENINGS,TOTALING2 EXPOSED WALLS, not including openings,TOTALING >>> I72.OO SQUARE FEET
RoOM SfZE IS 13.OO I.,oNG by l-1.00 wrDE, ToTALING >> 143.00 SQUARE FEET
WINDOI9 TYPE IS: U-Value = .551-, Double Pane, Clear Glass
WALL TYPE IS: U-VaIue = .06, Frane Insulated
CEILING TYPE fS: U-Value = 0, Conditioned space above
FLOOR TYPE IS: U-VaIue = .071, Floor over Exposed space
HEATLOSS
6r I
a'l< -;
r,l:
''-. P" 1- i .' -, ,,*"B5&"fr-|! t.'r
.i984
3 ,655
The Total BTUH for the outside walls are
The Total BTUH for the Exposed Openings are
The total BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
THE TOTAL BTUH FOR THIS ROOM IS
The total feet of radiation recruired for this room
f fllnt I
Page 5
FOYER
CEILING HETGHT IS 8.OO FEET, voLUME IS 476.00 CUBrC FEET
1 EXPOSED OPENINGS,TOTALING
2 EXPOSED WALI*S, not including openings,TOTALINc >>> 103.00 SQUARE FEET
ROOI'! SIZE IS 7.OO rcNG by 8.50 WIDE, TOTALING >> 59.50 SQUARE FEET
WfNDOW TYPE IS: U-Value = .551, Double Pane, Clear Glass
WALL TYPE IS: U-Value = .06, Frame fnsulated
CEILING TYPE IS3 U-Value = 0, Conditioned space above
FI,OR TYPE fS: U-Value = .2L8, Floor over Exposed Space
HEATLOSS
The Total BTIIH for the outside valls are 525
The Total BTUH for the Exposed Openings are 983
The total BTUH for the ceilings o
The total BTUH for the floors L,tol :-'The BTUH infiltration for the openings is t-,033
THE TOTAL BTUH FOR THIS ROOM IS 3,642
The total feet of radiation required for this roorn 5.9
GARAGE
CEILING HETGHI IS 8.00 FEET, VOLUME rS 3192.00 CUBIC FEET1 EXPOSED OPENINGS,TOTALING
2 EXPOSED WALLS, not including openings,TOTALING >>> 32O.OO SQUARE FEET
ROOM SIZE IS 19.00 LONG by 21..00 WIDE, ToTALING >> 399.00 SQUARE FEET
wfNDow TYPE fS: U-val-ue : 0, No openings in this room
WALL TYPE IS: U-Val-ue = .06, Frane Insulated
CEILING TyPE fS: U-Value = 0, Conditioned space above
FI,OOR TYPE IS: U-Value = .218r Floor over Exposed Space
HEATLOSS
The Total BTUH for the outside walls are L,632
The Total BTUH for the Exposed Openings are 5,432
The total BTUII for the ceilings O
The total BTUH for the floors 7,382
The BntH infiltration for the openings is 5,509
THE TOTAL BTUH FOR THIS ROOM rS L9,954
The total feet of radiation required for this room 32.2
TOTALS********************************************************************************
VOLUME IS
EXPOSED OPENINGS,TOTALING
EXPOSED WALLSrabove grade not including openings 1607.20 SQUARE
TOTAL SQUARE FEET, of walls below qrade *a80. SQVARE
FIOOR AND CEIIJING SIZE IS 1736.00 SQUARE
FEET
FEET
FEET
FEET
FEET
IThe Total BTUH for the walls above grade are
The Total BTUH for the walls below grade are
The lotal BTUH for the Exposed openings are
The total BTUH for the ceilings
I{'EA{LOgSs;l{Y !:,',,. 1,- i-,,=,.,o
t8 t7 6L
1, 603
,t
Page 6
fhe total Bf,UII f,or the floorsfhe BilUA lnfl.ltration for the windows is
End of report
L2,7t2
19 r 517
TOTAL BTUH, THIS BUII,DING 50,7899!re total feet of, radiation required 9B.ol*****t******t**i***l************************************ * ****** *********** * * * * *
c ii:; r.
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rNJfPcroN REeuEsr
TOWN OF VAIL
PERMIT NUMBER,OF PROJECT
DATE
', ^I,' A/'/rt.r.- ,t !fr ( | r.L.v44JOB NAME Il t.|479-2138frtd
t.'tG Ir A '-'tt lJ \---
READY FOR INSPECTION:
LOCATTON:
,,-"J-.---1
THUR -)FRI ^'(r)MON
/r' iL
CALL
rUES"
/.d (
4
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH /WATER
tr FOUNDATION / STEEL
tr FBAMING
r-r FtooF & SHEER" PLYWOOD NAILING ./RSAS PIPING ll€ ( 6'-
tr INSULATION
tr SHEETROCK
tr POOL / H. TUB
fltt i 1t
tr FINAL
E
o FINAL
tr HEATING
B ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIB
O FINAL
PPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
-l
. / /,..\.*I /,1\salg ///)/7J tNSpECToR
/f
rNsttoN REeuEsr
TOWN OF VAIL i
3lT
JOB
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479-2138
NAME
CALLER
wED rAdn FRI
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\1r
PERMIT NU
DATE /
READY FOR
LOGATION:
INSPECTION:
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEE-
tr FRAMING
|r ROOF & SHEEF' PLYWOOD NAILING r^s PTPTNG
O INSULATION
tr SHEETROCK
tr_
NAIL
tr FINAL tr FINAL
ELECTRICAL:
T] TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT b suppuv Rtn
nfl-'a oB FINAL D FINAL
PROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
to
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PERMIT NU
CTION REQUEST
TOWN OF VAIL
t
t
/.479-2138L./ i-t.'L/J4 p
CALLER 44ut t*
READY FOR INSP TION:
LOCATION:
WE-D..
r''-''t' ,-\THUR \EBLI / AM \
4 o --'Q ':-=t'
T] REINSPECTION REOUIREDPROVED
CORRECTIONS:
tr DISAPPROVED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATEF
tr FOUNDATION / STEEL
n ROOF & SHEER- PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H, TUB
I] SHEETROCK NAIL
tr FINAL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
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Architect:
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Address:
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O"o*0,, oF vArL coltsrRucrlg|
PERI,IIT APPLICATIOI'I FOR}I
Ptt.
l{ork Class: [ ]-New I J-AlteraLion [ ]-Additiona]1x;-nepalr [ ]-otheq
Nutnber of Dwelling UnJ.ts:Nurnber of Accornmodatlon UnLts:
N.unber and .rype of Fireplaces: Gas Appriances- Gas Logs- wood/Perlet-
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t'o-"U;;;;i ;Jii'-i"."iir 3;:i1""$J;:1,"'#d-+itAddress: o.o. Box
Electrical Cotrtractor: T:yl^":..Yai1.Reg' No'
Phone I'lumber:
'I'own of Vail Reg. No.Plurnbing contractor: hr.^..^ rrr*nrr^r-.Phone Number:
Mechanical Contractor:Tortn of vail Reg. NO.
Plrone Nunber:
* * * * * rt * * * * * * * * * * * tt * * * * t( * rt rt * * * rt * * IrOR Of'f f CE USE * * * * * **
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DUILDTI{G PINN CIIECI( FEE:BUILDING PERMIT TEE:
PLUMT}ING PERMII' FEE:
MECITANICAL, PER$I'I' FEE :
ITLECTRICAL TEE:
OI'ITER I'YPE OF T'EE:
DIIB FEE:
PLUMBIT'IG PIAT{ CIIECK T'EE:
T'IECIIANICAL PIAI'I CTIDCK TB8:
ITECREATION T'BE:
CLEAI.I.UP DBPOSIT:
TOTAI, PERMIT TEES:
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VALUATION BUTLDING:
STGI'IA'IURE:
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SIGNATURE:
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DA'IEt 5/I8/94
APPLTCATIoNMUSTIJEFILLEDoUTCoI'IPLETEI-,YoRITMAI[ToTBEACCEPIED
f3]-Builcling [ ]-Plunbing [ ]-Electrlcal [ ]-Mechanicat I l-otlrer
Job l.latrre: Vail (blfcourt Torvnhcrnes Phasgo'Ll Address:
Legal DescriPtiott: Lot Block Filing 3
r,_.:1 colf.cDurseOwners Nalne: '*i- -
TII Cordo, Aclclress: Plg' Bo)'1292, vaII, CD 81657 Ph. 47.6:j100
Address:
Getreral DescriPtion:Renpve existinq roofinrr, Insta[ Bituthene and nery fire retardent
t'
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Y|ll, colo.ldo E1657
(303) 479-2138 or 479-2[39 offlcr of oommunlty drvclopmrnl
If this peryit. fgquj.reg e Town of Vait Fire Department Approvat,
Engineel''s..(.Pgb] ic t./opks) reyiew and approval,' a planning' Departnentreview or Health Department_review, ani'a review by the 6uilhing
Department, the estinated time for a total review iny take as 16ngas three weel(s.
All conrnercial (Iarge or small) and all multi-family permits will
have tq follow the above mentioned maximum requirembnts. Residentialand.small projects shou'ld taRe a 'lesser amount of time. However, ifresidential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects mayalso take the three week period.
Every attempt will be nnde by this department to expedite thispermi't as s.qon as possible.
BUILDING PERflIT IS5UANCE TIME FRAME
undersigned, understand the plan check procedure and timeI' the
frame.
Pfoject Name
Date tllork Sheet was turned into the
Cormuni ty Development Department.
\{
75 roulh lronlage road
uell. colorrdo 81657
(303) 479-21.38 or 479-2139
TO:
FROM:
DATE:
SURTECT:
ottlce ot connunlty devclopmenl
ALL CONTRACTORS CURREICTLYL REGISTERED WITH TITE
TOWN OT VAIL
TOWN OF' VAIL PUBLIC WORKS/COMMUNITY DEVEIOPI|ENT
l,tARCH 15, 1988
CONSTRUCTION PARKING & MATERTAL STORAGE
rn summary' -ordinance No. 6 states that it is unlawful for anyperson to Litter, track or deposit any soil, rock, sand, debrisor materiar, including trash dunpster-s, pori:able ioileti andworknen vehicles upon any streetl sidewaik, alley or publicpl?ge or any portion thereof. rhe right-oi-way 6n ali Town ofvarl streets and.roads is approximately 5 ft. off pavement.This ordinance will be striltry enforcld by the Toi.rn of vailPy!}i-c works Department. pers6ns found vi6tatinq this ordinan"ewlrr.be given a 24 hour written notice to remove said material .rn the event the person so notified does not conpry with thtnotice within the 24 hour tine specified, the pultic WorksDepartrnent will remove said mateiial at the expense of personnotified. The provisions of this ordj.nance sfriff not blapplicable to construction, uraintenance or repair projects ofany street or alley or any utilities in the r-ight-a-way.
To_review Ordinance No. 6 in full, please stop by the Town of
laif Au|]dlng Departroent to obtain i copy. tlanlc you for yourcooperation on this rnatter.
Read and acknowledged by:
(i.e. contractor, owner)
Date
Plan Revicr Baged ontbc 1992 Uniforn Coder
NAI'IE:JONES FIREPLACE STONE DATE:2/L6/93
ADDRESS:1710 SIINBURST DR. CONTRACTOR:RIPPYVAIL, COLORADO ARCHITECT:NONEOCCUPATiICY:R1 ENGINEER:NONE
TYPE OF CONSTRUCTION:V PLAI{S EXAMINER:C. FELDMANN
coRRECrroNs RrourRrD
Ih. itin. liated belor are not intended to be r conplete lietingof ell poeelbl'c codc rcquircncntc ia tbe adoptcd coder. It la e
Eutde to aelectcd sectiong of tbc codeg. Tbe folloring lg not tobc cosstrued to be u allproval of any violatioa of any of thc pro-vicionc ol tbc adopted codes or any ordinance of tbe Tora of Vril .
].) FIREPLACE CAIINOT BE REMOVED OR ALTERED BEYOND THE FACING ORIT MUST COMPLY WITH TOV ORDINA}TCE ON FIREPLACES.
2', RouGH AND FrNrsH rNspEcrroNs ARE REQuTRED FoR coD; coupr-,rAl{cE.
3) SMOKE DETECTORS ARE REQUIRED PER SEC.]-210 OF THE 1991 UBC.
Plan Revier Based ontbe 1992 Onifonn Codec
NAME:rTONES FIREPLACE STONE DATE:2/L6/93
ADDRESS:1710 SITNBURST DR. CONTRACTOR:RIPPYVAIL, COLORADO ARCHITECT:NONE
OCCUPAI.ICY: R1 ENGINEER:NONE
TYPE OF CONSTRUCTION:V PLANS EXAI"IINER:C. FELDMAIIIN
CORRECIIONS REQUIRED
lbc itcnc ligtcd bel'or tre not intcadcd to be r coq)Ietc lirtlngof eIl lnrrtblc codc rcguircnents in the edoptcd codcc. It fu eguide to selected sectioag of tbe codes. t'be folloring lc not to
be construcd to bc aa approval of any vi.olation of any of tbc pro-
vigiong of tbe adopted codes or any ordinance of tbe Tora of VeiL.
1) FIREPLACE CANNOT BE REMOVED OR ALTERED BEYOND THE FACING ORIT MUST COMPLY WITH TOV ORDINANCE ON FIREPLACES.
2'' ROUGH AND FTNISH INSPECTIONS ARE REQUTRED FOR CODE COMPLIA}..TCE.
3) SMOKE DETECTORS ARE REQUTRED pER SEC.1210 OF THE 1991 UBC.
-s-q7 ?INSPECTION REQUEST
TOWN OF VAILPERMITNUMBER OF PBOJECT
DATE
READY FOR
LOCATION:
INSPECTION:WED THUR FRI AM
L
BUILDING:
tr FOOTINGS / STEEL
PL
tr
D
tr
tr
tr
o
n
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER{rnnrr,rrr'rc
r_r ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION
tr SHEETROCK
n
POOL / H. TUB
NAIL
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL D FINAL
[/nppnoveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
INSPECTION REOUEST
IiI-ru'
PERMIT NUMBER OF PROJECT VTOWN OF\.i.*t lii I t;,ILA
JOB NAME l'iDATE
READY FOR
LOCATION:
INSPECTION:
CALLER '
TUES iWED PMAM .r
i'/l[llrt)i THUR FRI-/.1,1.
BUILDING:
O FOOTINGS
tr FOUNDATI
tr FRAMING
PLUMBING:
tr UNDERGROUND
tr ROUGH i D.W,V,
tr ROUGH / WATER
>
i STEEL
ON / STEEL
,_ ROOF & SHEER
" PLYWOOD NAILING O GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL,bi filti;'rt-'- iii, tL/\Oi"7t-,
tr FINAL tr FINAL
ELECTRICAL:
O TEUP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr
tr
D
o
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
o
tr FINAL FINAL
Wfeaoveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
^vI
APPLICATION FOR
TOWN OFVAIL
PUBLIC WAY PERMIT 19
1.Job Name Legal Description Streel Address
2.Excavating Contractor Name TOV Conlraclor's License Number
3.Start Date
4. Work is tor (ckcte one)Water
Completion Date
Sewer Gas Electric
Temporary Site Access
Telephone cAw
(Permit Expiration Date)
Other
Landscaping
5. Trench-width
(min. 4')
Length Depth
Bond Amount $Permit Fee $Total Permit Fee S
ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED.
Rubber out-riggers are required on excavating equipment when working on asphalt,
Asphalt surfaces underneath the bucket shall be orotected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works office to obtain the
necessary Town of Vail signatures. Please allow one week to process.
Upper Eagle Valley Water and Sanitation (476-7480) -- i i---.', t 2 -/7-vl
Public Service Company (1 -800-922-1 987)
PSCO-Natural Gas Group (468-2528)
Holy Cross Electric Company (949-5892)
U.S. West (1-800-922-1987) ',' .. , . /*. - /, / /./
o,
7.
8.
L
TCI Cablevision of the Rockies (949-5530) :.- -
Town ol Vail:
lrrigation (479-2161)Electricians (47 9-21 7 1)
Public Works (47 9-21 58)
THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the
Public Works Department prior to issuance ol the permit.
All excavation must be done by hand within 18" ot utilities - (Senate Btll 172).
Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing bacKill operations.
Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may
result in the Town charging the contractor a reinspection fee.
I certify that I have read all chapters of Title 12 - Streets and Sidewalks, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
Contractor's Signature of Agreement Oate of Signature
ATTACH PLAN OFWORK, INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
THIS IS NOT PUBLIC WAY PERMITI
White - Public Works Ysllow - Finance Pink - Communilv Develooment Gold - Contractor
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INSPECTION REMARKS:
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SKETCH PLAN OF WORK ATTACHED
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Date: Uarch L2, L992
Tos Town of VaiI
ComunitY Develolment
?5 South Frontage Road west
vail, co 81657
Froms BilI Sargent
Res vail GolfcourEe Towrrhones, Phase I'
Building A.
Dear Slrss
The VaiI Golfcourse Townhones, Phase !' hl" approved -thei".t"ir"tion of iii"-ao"ts and decks- P9r lippy contractors' rnc'
G;iA; for units !,2'3 and 4 in Building A'
AdJacent proPerty owners have been notified and granted approval'
Please call if you have any questions'
*m4"'
BilI Sargent
Managing Agent
vail-Golfcourge Townhhomes, Phase II
Units Lr2r3 and 4t
\s.- SN\Nd
Dater
TO:
March L2, 1992
Town of Vail
EonmunftY Develolment
;;T;;iJFrontas6 Road neat
Vail, CO 81657
From: Bi-II Sargent
Phase !' Unl-ts Lr2'3 and 4'
RE:Vail Gotfcourae Townhonest
Building A.
Dear Sirs:
llhe vail Golfcourse - Townhones' Phase I' has approved the
instarration or ;;; doors-a1a. a9c#'i!i gbm contriitore, rnc'
designs ror unitg-'l,z'i-"na a in Building A'
Adjacent Property ownera have been notified and granted approval'
Please caII if you have any guestione'
SincerelY'
/) .tt\ t/tlJ/tl
BiIl Sargent
Uanaging Agent
VaiI Golfcoulse Townhhomes' Phaae II
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Architect, Address and Phone:
o2,.'x- h t>r<z't-_-
Legal DescriPtion: Lot
Comments:
Design Review Board
Motion by:
Date
D ISAPPROVAL
Seconded bY:
Summary;
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Plan Revier Bared onthe 1992 Unlform Codes
NAME: BOYCE/BUSSE DATE: 4-L7-92
ADDRESSz L720 STNBURST DR. CONTRACTOR: RIPPY CONTR.
VAIL, COLORADO ARCHITECT: NONE
OCCUPAIICY: R-l ENGINEER: NONE
TYPE OF CONSTRUCTTON: V PLANS EXAMINER: DAI\I STANEK
coRRECrroNs REOUTRED
Tbe itens ligted belor are not intended to be a coopJ.ete listingof all possible code requiremeats in tbe adopted codcr. It ia a
gruide to geleetcd cccti.ong of tbe codes. Tbe folloring is not to
be congtmed to be aa approval of any violation of tay of tb€ pro-visione of tbe rdoptcd codes or any ordinance of the To*n of Vail .
1. SMOKE DETECTORS REQUIRED TN ALL BEDROOMS AND HALLS AS PER
sEc1210 1991 UBC.
PERMI
DATE
.'- -t,') .--) )7(-)
T NUMBER OF PROJECT
'/' ,-;a l; JoB NAME
INSPECTION REQUEST
CALLER
TUES
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75 roulh frontrg. road
v.ll. color.do 8161i7
(303) 479-2138 ot 479-2\39 otflc. of communlly drvclopmclrt
BUILDING PERIiIT ISSUANCE TIME FRAME
If !t''tr peryjt requires a Town of Vail Fire Departnent Approval,
Engineer"s (Pyblic l,lorks) reyiew and approval , a planning'Departnent
revfew or Health Department review, and a review by the Builiing
Department, the estimated time for a total review may take as longas three weeks.
A'll conrnercia'l (large or smal't) and a'll mu1ti-family permits wil'l
have to follow the above mentioned maximum requirements. Residential
and smal1 projects should take a lesser amount of time. However, iffesidential or smaller projects impact the various above mentjoned
departments with regard to necessary review, these projects mayalso take the three. week period.
Every attempt wrlll be made by this departrnent to expedite this
permrlt as seon as possible.
undersigned, understand the plan check procedure and time
Date Work Sheet was turned into the
Comrnuni ty Devel opment Department.
I' the
frame,
luwn n llal
t5 3oulh tronllgc road
u.ll. colorrdo 81657
(303) 479-21.38 or 479-2139
TO:
EROM:
DATE:
SURTECT:
offlco of communlty drvclopmcnt
ALL CONTRACTORS CT'RRENTLYL REGISTERED WITII TtlE
TO!{N OF VAIL
TO!{N OF VAIL PUBLIC t{ORKS/COMMttNrTy DSVErpP!!ENT
MARCE 16, 1988
CONSTRUEIION PARKING & IiIATERIAL STORAGE
In sunmaryr -Ordinance No. 6 states that it is unlawful for anyperson to lltter, track or deposit any soil , rock, sand, debrisor naterial , including trash dumpsters, portable toileti and
workmen vehicles upon any street, sidewalk, alley or publicplace or any portion thereof. The right-of-way on all Town ofVail streets and roads is approxirnately 5 ft. off pavernent.This ordinance will be strictly enforced by the Town of VailPublic works Departrnent. Persons found viotating this ordinancewill be glven a 24 hour written notice to remove said naterial .fn the event the person so notified does not cornply with thenotice within the 24 hour tine specified, the pubfj.c WorksDepartment will remove said material at the expense of personnotified. The provisions of this ordinance stritt not beapplicable to construction, maintenance or repair proJects ofany street or alley or any utilities in the right-a-way.
To review Ordinance No. 6 ln full, please stop by the Town ofVail Buildlng Departroent to obtal-n a copy. Thank you for yourcooperation on this rnatter.
(i.e. contractor, owner)
acknowl
8- 't.9t
Date
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?5 south fronlage road
vail. colorado 81557
(s03) 479-21.38 ot 479-2L39 otllcs ol communlty developmenl
TO:
FROM:
DATE:
SUBJECT:
ALL CONTRACTORS CURRENTLYL REGISTERED ISITII TIIETOWN OF VAIL
TOr{N OF VArL PUBLTC WORKS/CO}$IUNITy DEVELOP!.IENT
MARCH 16, 1988
CONSTRUCTTON PARKING & MATERIAL STORAGE
rn suuunary, ordinance No. 6 states that it is unlawfur for anyperson to litter, traclc or deposit any-roir]-.o-"i., sand, debrisor material , lncl3llf9 trash iunpsters, portable toilets and.workrnen vehicres upon any streetl siaewaix] -;ri;y or publicprace or anv norri6n theieof. --rl" rish[:;i-;;;-1" ar]_ rown ofVail streeti ind.I?a.ds i= ippro"imately 5 ft. off pavement.This ordinance will be. str_i;irt -enforced by the Town of vailPubric works Department. pers6ns found ,ih"ling this ordinancewill be given a 24 hour written--noi:.."-to-;;;;;r=said material.rn the event the person so notitiea-aoes-";;-;;;ply wirh thenoti.ce within rhe 24 hour rinre-=p""iiiJ,"#.-;illti" *ork"Departrnent wirl renove saia nrite'ri"i-"i-inI"!"pli"e of, personnotiried. rhe provisions or-[hi;-;iaii""ll ;h5ii not beapplicabre to c-onstruction,-r.iit"rr"nce or repair projects ofanv street or arlev or any utiriries G ah"-;iiii-"-""v.
To-review ordinance.No. 6 in fulr, please stop by the Town of:::*"::ii3i"g"o;fl?:'*:lt.:a "uiii" a copv' rir"ni vou ror vour
(i.e. contractor, owner)
{
EDH)U)C,Y, DRAII{AGE & mOSION O$1t0L REPORT
VAIL @I.F@IIRSE rcWNMUES EIPAflI'ION
SHAPINO MNSIRUCTIOil MUPAIIT
hepared by:
BBUCE M. TRzuI, P.E.
P.O. mx 260
avoll, m 81620(ni gn-snz
JoB !p. 8103
U
I}IDU
I. Introiluction .
II. Ifdrology
' fII. Conclusions & Reconnendations
IV. bosioa Control
I. II$IBODI'CMON
Tbe proposed project conslsts of the constnrctlon of ZJ,, to$nhones on a
5.3 acre po:"L of land located near the Vail Gol-fcourse adjacerrt to the
Pallrlctge 0ondorniniuns and prevlous Va{L Golfcourse Tornrhone. proJeets. Tuo
of the rrnils proposed vi1l be located north of $.rnhrrst Drlve a.dJacent to the
golfcourse parking 1ot. Storn nater nrnoff fron these "nits uiIL not
eigniflcantl.y rnrFact drainage patterrrs or systeois in the vlcinity. The other
22 unitg defiaitely inpact the Fall-rittge storn sewer system.
' There presently exists sone drainage problens near the oorner of Suaburst Drive
directly opposlte the golfcourse clubbouse. An 18 inch CilP culvert discharges
at the pavenent grade leve1 and flous l1 ong a surface s$a1e to an jrrlet constrnrcted
over an existing 24 lnch RcP stom seuer line.. this slra.Le has been disturbed
a Dullbe! of tines by util-1ty constnrctlon in the area and does not appear
sufficlent to prevent ponding. This ponding has severely ,nderrlned the road.
The addition of.increased nrnoff fron the proposed proJect riIL conpound the
problen unless the drainage patterrr is inproved.
' A portiou of the proposed project'bas been designed.to drain totre existlng
storo gewer system located ulthin the Fallridge proJect. That portion of the
storn sever systen affected. need.s to be evaluated for lts existing capaclty antl
abllity to handl-e the e:pected increase ln flous.
' This reporb lnvestigates and reconnends solutlons to fless trnrrediate problens
as lhey pertaln to the proposed ileveloprent. Idditlonal anaIys5.s uq; be needed
to qffer solutlons to other drainage problens along Sunburst Drive not related
o
to the propgsed developuent.
o
II. ffDROLOGT
A. Geaeral
ThE sol1 conserrration service nethod for deternlning nrnoff florls
ms utillzed ln the analysls of the proJect.. ThLs nethod has been
esta.bllshed an{ ls cuaent}r being used iu the Beaver creek $rbdivtsion .
aad the Tonn of Avon. The procedure is outlined aad e:<plalned i.n
thocedures for Deteruinlng Peak Elolrs in'ocrorad.on anil rrechrrical
Release lb. 55rr both prepared by the sorl conservation senrice;.
.
0f prlne lnportance i-n uttlizlng this nethorl ie the. derivation
of snollrleirt and preclpitation rates for the drai.nage basin in question.
A floodplain report for Gore 6!eek t{as prepared by llydro-?riad, ttd. of
T'skeseed, colorado in 1975. Ttre proposed proJect is located tn basin s-5
as rurobered ia this report. Ihe report does not provide any dlrect
satershed lnfomati.on for thls uasin (s5) birt does provide appropriate
dgta for other baslns [riUrtary to Gore fteekr.such as Bighorn Creek
and Pitkia freek. Thts data has been reproduced a.nd lncluded vith
- this report in TabLe 1. In addition, the snomelt rateE for Beaver Creek
' are also tatrulatecl. these latter saovnelt rates are the bi.ghest rates and,
as a conservat5.ve approach have been us6d tn the dralnage calculations.
Tlre Gore Cpeek Elootlplain Report also provltles-precipltetion rates
\ for the 10 year and 10o year 2i hour storm events. rbese are 0.9 inches
aad 1'9 lnches respectively. trhe Gorespcindiag deta for:Beabec'6?eek iE
l;6'.lachbe 'aytd 2.1 t:rch'es respbetive"ly; lbs latter flgures bave been
- utlltzed in cal-culatrng nrnoff depths for this analysis.
.i
o
B. Sbeqific
lhs 10 year storn event nas selected as appropr{.ate for tbe deslgn
of onsite seuer systens ancl road iulverts. ?he 100 year storn event uas
calculated to analyze the effectlvenesE of the eldstlng system. The nraoff
ilepth's for these design storns are detemiaed fron Gnre Nrrnber charts
raaging fmn 55 to 98.. These charts are'siFdar to the selectlon of a rrrnoff
coefflclent vhen using the rati.onal uethod of hydrological aaalysis.
Ttie exlsting stot:to sever systen ls shour on Sheet-I of the acconparqring
tlrardags. Basins trlbutary to each lnlet or crltlcal drainage stnrcture
have beea delineated. A weighted CN value has been calculated for each
besla to deteruiae the depth of runoff for the design stor:qs.
. lhe basic CN values used ln detemlning the ueighted CN are as follows:
T.peqvious Areas: CN = 98
Sbd Areas: cN = 66
Natr:ral Forest Areas: CN = 61
These figures wele Eelected fron Table 2-2 in Technlcal Release 55.
A sanple calculatlon of flor.rs is included. wlth this repor.t.
. tbe results of the calculations are shom in Table 2. The dralnage
. areaE for Baslns Il and r were derived fron a usGS nap of the alea. The
acDBages shoun are conselative and roay be reftned at guch tlne.as larger
scalg a€r+a1 topographic !0aps are 4va{'rs!ls. A fteld reviev of. the site .
tdll sbos tbat the discerrrable creek i.n the erea drains to the sest of the
propo?ed. project.
'{
o
lte onsite flows are slgniflcarrt enough to rlarrant fuetq'l]Eliqa of culverts
under roaduay lntersections. These eulverts are shown on Sheet 2 of the plans
arrd are sufflcient in si.ze and slope to carry the I0O yeirr storn event. Proper
. arlnlsa4lce and renoval of lce are critical procedures to insure proper drainage.
The nrnoff fron Basln H vould slgnificantly lnpact the onsite 4rainage
lf +]loned tp enter the project. It is reconnended that ttris runoff be diverted
to the northeast arouncl the project. lbis can be accouplisbed by incorporating
a bydraullc channel into an inproved jogging path. A typlcal section for this
coublnation path,/swale is shour on Sheet 2r frltical Eections for other.swaLes are
algo ghoun.
The nrnoff froo.Basins I asrd J ni1l eventuar'ty enter the e:dsting storn seuer
' systes. I sne] 1 tinber retalning wall rrill be requi.red for the f1lJ. slope to
. the pmposed road. A concrete channel can be inco.rporated into the constnrction
nork 1n this area at the toe of the rmll to carrry the nrnoff along the edge of
the pavenent to the drop inlet. A typical section for this channel is shown on
Sheet 2. More reflned constnrctlon detsils vILl- be neceasary at flnal d.esign stage.
ftre flnal reconnendation is for a solutlon to the dralnage probleros at the
corner of Sunhrrst Drive. A concrete charurel is reconnended here also. Tbe
. sectlon ls sholrn on Sheet 1 of the plans. Tliis channel 3hould be constnrcted
adJacent to the exlsting pavenent and'act eseentially as a rbadEltte gutter. A
plped systeo does not appear practical due to gracle, utlllty and ctrrve problens.
?hls recornended solutlon probahly !ril1 not prevent f\rrther deterioration of
tbe mad. I'he s{rbbase appears'to be gaturaled an<l stea.dily breating up the
paveoent. A pavenent overlay nay prolong use of the road, aad prevent, further
IrI. coxclusloNs & RE@MI"TENDArIONS
rv. rPosroN @Innol.,
0f naJor concsm nos is the transport of sedinent during construction aad
pollution of naJor water channels. Ihls can at least be ultlgated sorneuhat b1r
utillzing prevelrtative techniques. Straw bale sedinent barrlers ale a cost
effective nethod for.protecting culveits. A dleteir for this protec.tlve neasure
ls provided on Sheet 2 of the plansr
Tbese barriers should. be installed at the upstrea'n etrd of each new culvert
tastell6d on the sj.te. In additlon, tuo inaets are designated on Street l that
sbould be protected by sedirnent barrlers.
Another effectlve ueasure for preventing secl3.nent transport ls the use of'a
clean gravel bed at the entrance of tbe constmction road to the slte. This rdlL
zubstantis'l]y reduce the quantity of soiL carried fron the site by constnrction
vehiililea.
lbe proposed conbi.nati.on jogging pattr,/swale s\ould be constnrctecl as early as
posoible. This will aid. treuendously in preventlng nass soi]- erosion on a
deauded site. All finished cut or f111 sLopes shoul-d be sodded or seeded and
covered with erosion control fabric is soon as posslble.
Once conpleted and landscapecl, the project shoulil not be subJect to najor
erosion problenrs. 'Ttu propo""ct grades, swales and cut and ftII slopes reflect
proper engineering praetices. the recororcendations detqiled hereiu should. be.
e,losely ad,hered to and an;r cbanges during construction be approved by the final
deslgn engineer.
SAI{PLE GALGJLATION: BASIN c
.Tote.l lrea: 1.69 acreg
Inpwlouo Area: 1.11 acres
latura.l lree: .58. acres
Uelghted cr : GrlL_=
Fr.ou Cl[ = 84.
L0 yz. nllroff (p = 1.5 fu.)
lOO 1rrr runoff (r = 2.4 1n.)
'CalctrlatE r€'[a.]fe]'l GrS
l0 yr.:
100 yr.:
Calsulate snomelt CTS
l0 yr.:
100 yrr:
,L
Total Ralnforl plus snromelt Cf'S
.49 b.
1.04 h.
1.@ aeres x 1.o8'CFs/Acre/Inch* x .48 Inch = ,.88 G's
1.69 acres x 1.08 mS/Acre/facl x 1.04 Inch = 1.90 CFS
1.69 acres x'.06 CFS/Acre = .10 CFS
1.59 acres x .08 CFS/Acre = .14 CFS
= 81.3
o l0 yr.:
10O yr.:
.98 Ctr'S
2.04 GS
thls f,tgure derlved fnon Flgure 8Ar tProcedrres for Detecntnin8 Peak Elovs
Ln Oo].orado.n Giyen an iattial tlrae of concqrtiatlon of 10 nlnutes, the pe"k
dtscharge of a storn of 6 bour duratLon iE 690 cFS p* Eqrare nile per inch
*IABIE 1
$FruELT ilnpm (cs's/acng)
2F.
10 yr.
25 yc.
50 yr.
100 yr.
Blgborn
ftesk
.o25
.o52
.058
.085
.103
Pltkin
freek
.on
.Ol+2
.o5o
.060
.067
lllddte
&eelc
.019
.Ol+2
.051
.063
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75 south fronlage road
Yail, colorado 81557
(303) 476-7000
departm6nt of pu blic works/transportatlon
TO:
FROM:
DATE:
RE:
rn sunmary, ordinance No. 6 states that it Ls unlawful for any person tolitter, track or deposit any soi1, rock, sand, debrls or materiil, includingtrash durnpsters, portable tollets and workmen vehicles upon any srreec,sidewalk, al1ey or pubric place or any portion thereof. The ri.ght-of-wayon all Town of vail streets and roads is aplroxinacely 5 ft. off pavement,This ordinance will be strictly enforced by the Town of Vail public worksDepartment. Persons found violating thls ordinance will be given 24-hourwricten noEice to remove said material. rn the event the person so notifieddoes not comply with the norice within the 24-hour t. i:ne specifled, EhePublic l^Iorks Department r.ri11 remove said materiar at the expense of personnotified. The provisions of this ordinance sharl not be applicable toconstructlonr maintenance or repair projects of any street or alley or anyutilities in the right-of-way.
'ro review Ordinance No. 6 ln full, please stop by the Tovm of vail Building
DepartmenE to obtaln a copy. Thank you for your cooperation in this matEer.
sli
VAIL1989
MEMORANDIJM
ALL CONTMCTORS CURRENTLY REGISTERED WITH THE TOIIN OT VAIL
TOI,IN OF VAIL BUILDING DEPARTMENT
MARCH 16, 1988
ORDINANCE NO. 6
cknowled g
--l€Shapiro Realty, Inc.
Septenrler 23, 1988
Town of Vail
Building Department
75 Vail Road
vair, co 81657
Re: Building permit for roof repair fforlc'aL'
Vail e'olfcourse Tounhomes Association,
Phases I and III .
Gentlemen:
please be advised that as managing agent for the above Condominium Association,
Shapiro Realty, Tnc. is empowered to solicit and advance pa)anent for a Building
permit for the above-ref erencred work as roanaging aqent for these Condominiurn
Associations .
Ttre actual owner of the property for
respective Condominium Associations,
nanes.
which the work is being perfonred is the
and the permits should be issued in their
Should you recJrrire any additional information, feel free to contact Ken Shapiro.
Sincerely,
\N,IL C'OLICOIJRSE TOI'INHOMES
ASSOCIMION PHASES I AI{D lII
BY: Shapiro Realty, Inc.,
ltlanaging Agent
-'-,/
, tt-h" \_ /..-rr, ,O
/'\ " ,l
Ken-shapiro
President
XeS:@
Suite C-3, Fallridge Condominiums P O. Drawer'1,148 Vail, Colorado 81657 Teleohone: (303) 4761980
\
Shapiro Construction Company
September 13th, 1982
Steve Patterson
Chief Building Official
Town of Vail
75 South Frontage Road West
Vail, Colorado 8L657
RE: VAIL GOLFCOURSE TOWNHOMES - CALCULATIONS
LETTER OF TMNSMITTAL
Dear Steve:
As per your request, find attached Nicol and Giltner Consulting Engineersf
calculations and information as listed below.
PHASES I and II Calculations. (1) Verrical loads;
Masonry walk; (4) General notes; and, (5) Miscellaneous.
PHASE III. Miscellaneous calculations not occurring in
EXPANSION PHASE. Miscellaneous framing not occurring in Phases
Lateral load calcuLati-ons.
We would appreicate your fimnediate attention in thls matter.
truly ,
O CONSTRUCTION CO.W'7/fitt
rfy N. LyBarge
Project Manager
Enc losures
HAND DELIVERED
xc: Abe and Ken Shapiro
da1
Suite C-3, F6ll Ridge Condominiums
P, O. Box 1547, Vait, Colorado 81657
T€lephone: (303) 4761980
PACKAGE /I ONE:tzl-lianGe; <-sl
PACKAGE // TWO:
previous Phases.
PACKAGE /I TIIREE:-.;------------:--=:=-r Enrougn lII.
PACKAGE // FOUR:
Yours
SIIAP
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Nlcot Atto cnrnreorsutltnc ENGINEERS
w JI? nrr3 Ef Lr 79 ,rcrr"'.
otp.]v-DAfl
i{o*lsto},201
I3lEI L0- ' Ot-
_l
+ tto
Scptenber 23, 1977
lleyerhaeuser ConPanY
Tacomar l{ashlngton 98401
Dear Jlnr:
Tom Fllnt hasr told rne of your need for comparatlve I'nformatlon between
A;;;i";";-4.;6 z io.,"tt1"oodecl panels. 1n naking the attached comparison'
sone assumptj.ons werc rnade. 0ne, that the five-ply 518" and 3l4t' Group 1
panels werc manuf:,"i,rr.a vrith Uio faces, r"'hich is,,of -course, perrnitted by
the standard antl ls the basis for our tpu,t to"otn*enda tl'ons for 518" and 3/(rr
Group 1 Under-Iaymerit.
Tlrc stlf f ncss f actors arxl strcngth f ac tors shol'7lr in the table were caLctrlate'd
"..o'arogtotheusualAPAprocecluresgivcnintheattachedPlytloo<lDeslgrrip".ltf"Iai.". The values ior calculating the stiffness and 6crength factors
were those givcn in Table 3 on p33e 17' -Tirc-factors for.l""diig-:::::::d'
c net ace veneer
lonrsc, Lr.tportarrL, and l-s as lotcd tn the attachcd table.
since for rnos t aPPllcations "u"ir in slnglc: fl-oor the bcnding strength and
oLif f ness arc nlo:rt lmPor font '
'a
-- thr.t is, wlt !'r
-iicrbss
___r\,
t
If yott nccd fur Ehcr luforrnatlon givc nre c call .
DllB:ram
Bncl.
Bo\ 2271 . Tacomr. l,^,/nshinolon 98:01 ' 206 ?72'?233
rLX 3? 71 'r:
'1119ASl.cet'P.O.
'.-Toonr
Ho. 3/f Y 23, 19"17
HA}|UFACTURE FoR JOIST SPACING lllDEX or z4 nuo trss
2.1 !r:^.."1-. Panels shall conform vrith all appl icabJe requl rernents of
. Product Stan<lard PS l-7q UiIDERLAYI'iEIiT grade in additlon to' those
noted In this Speclficatlon' The face shall be touch-sanded and the
back unsanded or touch-s anded '
and back veneer ihl"knttt,
requl rements are $lven In
2.2 Jotst Spaclng tndex' Ml'nlmum face
groupr and mlnlmum panel thickness
bY Jolst sPaclng Index'
T^lll-E | - Face
-- of 2\
'species
Table I
and Bbck Veneer Requl renents for Jolst Spaclng lndex
and Les s
o
I
I
:lj
2-1 Veneer Gracte. Face vencer gra'Jcs shall be C-Plu99ed or better' The
'veneer lmmediatcly odjacent to the facc shall be C-grade or better
wlth no knotholes over lrracross the graln; except that' veneer
lmnrediately adjacent to the face ply may be D-9rade provlded open
defects do not exceed 2'l/2" across thc araln and panel face veneer
ls Group I or Group 2 spectes of l/6 Inch minlmum thlckness before
sanding or Group 3 or Oroup lt sPecles of 3116 Inch mlnlmum thlckncss
Hinlmum Face and Back Veneer fhlckness
Defore Sandtng for SPecles GIoulloml nal'Panel
'Ih i ckness
Jol:t
Spacl n9
I ndex
I /10
I /10
r/ro
t/10
19132
5/B
23132
3/tl
I /lo
Y-
Pancl
Tlrlcknear
(Nomtnal)
o
COHPARISOTIS EETI{EEN
SPECIES GROUP
TOUCH-SANDED PANELS }|,AVINC
1 AND 2 FACE VENEER,S
No. of
Plles
Facc Venccr
Specles
Face Veneer
llttc!!!eg_(rnj-L
Nontnal Net
Before After
Dendtng
. Stlffness
Factor(Er) .,
Bendlng
Strcngth
Fa c tor
( f t<s1ln.Sandln ii1rr,z * ro3 lb-ln
5lB
5/$
1/10
116
0.070
0. l 167
254
297.
601
67.9
-,
HUY A. nHTJWN
1380 CHESTE ilEET
AUBORA, COLORAOO SOOIO
303.366-0382
t+ lu
mo'l.sFInl
^-t+'f e,6,5
fypqL RHUF
sAF sFcTpt/ 304'03
cR,uf I RFrMoRcr EACI|
iwrcn-cFaa wffflltl
gtt or aM 4. FULL ltEt?tlr
/t;/'/
t t...
|YP\CAL EOND frH
AS lil sEcTt1A/ s04 -o3
w/ ltncn ro
^ccoHfuoAt tt qn| uT
s'tltt/.
I f!'
wl6Y
lr Mtt-suAtttF
6Pouf
t'/a'= lt-o t'
ANt)t:Rsl;N " Pl:lltuA-slltEr.tt" wrNtx)ws & c|.tDtNc DooRs t'on c()f,titERctAl, & tNsrtrurtoNAL usE
",aOiOND
GIITNER . .o*rr..il. ENGTNEERS.ilI P.O. 8or 1702 louldot. Colorodo (303) 19+220t
cAsT- IN- PLACE REINF'Q8CED CoNCRETE t;. Irr c-;ncreEeEsn- is-Tased on the ]s,lil9ilg^cg9p
GEI.IERAL NOTES FOR VAIL GOLFCOURSE TOWNHOMES
DESIGN LIVE LOADSTa. nooFs.. -b. Floors................ .40PSF
c. lfind Load and Earthquake Load in aecordance wlth the
Unlform Bulldlng Code, 1976 Edltion.
FOUNDATION DESIGNI
a. Deslgn of lndivldual and continuous footings-is based
on a rnaxinum allowable bearing pressure of 3000 lbs.
per square foot (dead load plus ful1 live rqq9.) ) -bfa"".i on the structural fiil compacted to 957. standard
Proctor density below frost depth.
b. Refer to sol1s report no' 17'103 and letter dated
October 26, 1978 by Chen and Associates' Inc.
c. Vertfy soll condltlons and types durlng excavatlon.
A11 concrete desl8n is based on tne "burrornS_ugqe
iequiienents for Felnforced concrete" (Acr 318-71).
b. A11 stn:ctural concrete shal1 have rnlnimum 28-day
c.
d.
compressive strength of 3000 psi.
All^detalllngr fa6rication, ahd placenent of retnfor-
cing steef sEiff be in aceordance with the Yanual gf
Standard Practice for Detailtng Reinforced Concrete
Stnrctures (eCf 315-74).
GTilETcIi-B steel- shall conform to ASTM Spectfieation
A615-74 and shall be Grade 60, except ties or fleld-
bent barsr which shall be Grade 40.
At spllces, 1ap bars 36 dlarneters. At corners, nake
horizontal bars contlnuous or provide corner bars.
E:<eept as noted on the drawings, minimum concrete
Drot;ction for reinforcenent sha1l be in accordancei'ittr Rcr 318-7r.
Provide continuous shear keys at all cold joints.
Welded wlre fabric sha1l conform to ASTM Speclficatlon
A- 185 .
e.
f.
s.h.
b.
c.
STRUCTUML IIASONRYt
8. Hol1ow load-bearing
unlts eonforntng to
wal1g.d. A11 grout used in masonry walls and
be course Brout as defined by U.B.C.
placed by vibrattnj or puddllng.
f'm . 1350 psl.
lloitar shali be $pe PL or S. Suggested .proportlonsby volume are 1 p-art portland cementt ll2 part limet
4'-ll2 parts damp- loosb sand. Masonry cernent shall not
be useil . Admlxtures shall not be added for any reason
unless approved by the Archltect._
Bond beair unl-ts sirall be produced from standard
vertlcally voided unlts wlth pre-cut knock-out cross
atv
concrete masonry shall be llghtwelght
AST}I C90-70' Grade N. Mlnlnun
bloek cores shall
Sectlon 2403(s),
.***$&ffi&i
2.strLlctural gen'1 noceg
!' 1b
Structural Masonry (d contlnued)r
If llfts exeeed 6 feet In helght, clean-out holes shall
be provlded. Mininurn cube strength-f'n-i 2000 psi.
€r Exc'ept as noted on the drawlngs, all^6o1tsr anchorst and
enbedded ltenrs shall be grouted ln plaee.
f. Provlde fu1l shoved mortar ln all head and bed jolnts.
t. A11 nasonry shall be latd up'in- runnlng bond wlth
exposed Jolnts flush or-weathef,h. Us-e continuous horLzontal wall relnforcing ln all
masonry walls. Relnforclng shalt be welded type
wlth 9 gage sldewlres and 9 gage trussed cross wlres.
t. Maxlmrm vertlcal spaclng of Joint reinforclng shal1 be
16".
STRUCTURAL STEELI--ffiEmcturar steel rolled shapes, includtng plates and
angles shall be ASTM A36.
b. Att bottsr includinS anchor bolts' shall conform to
ASTM Speclfleatton 4307. Bolc slze shall be noted on
the drawlngs.
cr Expansion bolts cal1ed for on the drawings shall be
"WEJ-IT"r "Red Head'r or approved wedge type' with the
followlng ninimrrn enbedment-st 3f 4" dla. bolts - 3',
5/8" dtal bolrs - 2", l/2' dLa. bolts ' I\:.
STRUCTURAL WOOD FMMING I-fficept wtreie noted below, all 2" lumber sha11 be of
species and grade as noted on structural drawings.-
b. Interior load-bearing studs shal1 be Standard grade and
better Douglas Flr-Larch or Hern-Fir. Interlor studs
over 10'-0; in length shall be Douglas Fir-Larch lt2
or better. Finger jointed studsr if used' shall be of
equlvalent grade and species required of non-finger- -Jointed studs, and shal1 not be used at exterior wal"ls'
D<terior studs shall be Douglas Fir-Larch or Hern-Fir,
#2 or better. A11 other studs rnay be Standard grade
Whlte Woods or better.
iop ana botton plates shall be Douglas Fir-Larch #2
and better.
Provlde solld blocking at suPports for wood joists at
locatlons noted on the drawlngs.
Mlninum naillng shall be provided as specifled in
"Nailing Schedule" on structural d-rawlt:g:. .
A11 plyiood floor sheathing shall be 3/4" thick, Group I '4 oly,- T'and G' lnterlor underLayment with exterlor glue.
Afi 'piywood watrl and roof sheathlng shall-ve l/2" thlck,
stanaard interior plywood with exterlor glue and with
APA Identlflcation Index 32/16,
Roof and floor Joists are to be plant fabrlcated I serles
wlth structural wood flanges and structural plywood webs 'and carry ICBO approval for the composite section.
Joists shalL be destgned to support the llve and dead
loads applled. Provide Jolsts with the depth and spacing
noted oh-the drawings. At the Engineer's request' data
shal1 be provlded substantlatlng structural properties
of each rn-enber slze proposed foi use. Joist supplier
shalL provide alL requlred Joisc blocking panels 'x-bridlingr and web stiffeners.
c.
d.
€.
f.
$.
3.atrarctural gen',
;j:*
ry#"ffi,#.,r""*+:ffii qualtty controt shall be tn
conforman6e wlth AITC Product Standard PS 56-73'
"stnrctural Glued Larnlnated Timber".
b. l,trnber shaLl be of such stress grade to provide glued
lamtnated menbers wlth alLowable stress values of
2400 psl ln bendlng for dry condltlons of servlce.
e. A11 nLmbers sha11 5e Archltectural Appearance Grade.
d. Adheslves sha1l meet the requlrementg for wet
condttlons of service.
€. Do not provlde camber unless indicated on the drawings.
BACKFILLING I
ffiot backflll agalnEtunttl supporttng slabs
and securely anchored.
basenent and/or retatnlng walle
and floor franlng are ln Place
GROUTT---E A11 grout at base of beams or coLumns bearing on^concrete
or nasonry ehall be non-shrlnkr "Enbeco", "Flve-Star"
or equal.
O
TABLE NO. 25-P - NAILING SCIJUDULE
l6d at
l6d at
See detalls' top plates, laps and interseetions
Continuous headerr two pieces or more l6d at
ceiling jolsts to plate, toe nail along
Contlnuous header to stud r toe nallCeillng joists ' laps over partitions, face nallCeillng joists to para11el rafters, face nallRafter to plate, toe nail
Wider than l" x 8" sheathing to each bearing,
face nailBuilt-up corner studs
DRYWALL (Gypsum, Wallboard)
Wa1l Sheathing (to framlng) r3/8" - l/2"
5/,8 "
PLYITTOOD r 5
Subfloorr foof and wa11 sheathingI/2" and less
Combi nat ion Subf loor-und erlayrnent3/4" and less
PANEL SIDING (to framing)
l/2" or less
5/8"
FIBERBOARD SHEAfi{ING T7r/?"
25/32"
l6d at
I+ tu
NAILINGI .IO
2-8d
16" o.c.
3- 16d
24.. o.C.2-t6d
16" o.c.ea. piece
each edce
2-16d -
3-l6d
3- l6d
3-16d
2-16d
3-8d24" o.c.
CONNECTION
Joist to si11 or girder, See Detall
Bridging to joist, toe nail each end
Sole plate to joist or blocking, face nail
Bottom & Top plate to stud ' end nail
Built-up & doubled studs, face nail
I ttt sfel-tVQ
WA|.
7-?.-8,-
5d
6d
Cooler nailsCooler nails
(to framing) r
(to framing) r
8-d
8-d
g -db
8-d
No. I I ga.a
6 -drNo. t6 ea3No. l l [a.6
8 -drNo. 16 eal
1)
2)
3)
4>
s)
Conmon or box nalls rnay be used except where othemise stated.
Common or deforned shank. N/A
Cornrnon
Deformed shank N/A
Nails spaced at 6 inches on center at edges, 12 inches at
lnterrnedlate supports (10 inches at intermediate supportsfor floors), except 6 inches at all supports where spans are48 inches or more. For nailing of plywood diaphragms and
shear walls edge nails spaced at 3". Nails for rval1 sheathing
may be common, box or easing.
6) Corrosion resistant siding and casing nai1s.7) Fasteners spaced 3 inches-on center Et exterior t-'dges and 6
inches on eenter at intermediate supports.
Schedul alL
t) Galvanized roofins nails with 7/16-inch diameter head and' lL-lnch length fo; llz,lrrch sheathing and I 3/4 tnch for
2513z-lnch sheathlng.9) Gaivanlzed ttaple witn 7/16-lnch eror,tn and I 1/8-ineh- eheathlhg and it-tncn length fot 25/32-lnch sheathing.
f0) Cenent cotted 8d and l6d nails preferable.
o
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frtf fr- / or-
PGII--otp.!Y_utt
$EALt El$qsutTrr{c E}rcrNBRs
CHXD. IY
-DAT!
I
Proffi(il31$+ru
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c'''. !y
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rt
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Ir r-i s;1 t-ZZ-7? nly. t6 o slt+al
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Ein.F-nn 'rrcr VA/L 66LFeouR5E TAw tltnMEs rnm---
NICOL AND GltTNEDoNsutTrNG ENGINIERS Oav ,f D oe13 t- Z3' 74 JOI N.. /6
Ptoflt(Iilolaa
srcn l{o-4 OF-
clfxD.Bv-olrE- ercrq ),/4,'i,+Jir!c,14<4 Tbvi,tln'A,+l,-s pnEum-
I
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ll
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2x8.,8 &?PrD
tr,#o@=QrrzI\tU
SONRYMA \'{ALL REINFORCEhIENT
INSTALLATION
Placemenl: The. out-to-oul spacing of side rods is ap-
proximalely 2 inches less lhan the nonrinal thickness of
the wall or wythe. Minirnum recommended mortar coveris I inch for exterior face of walls, and I inch on the
interior face. L.adur Type is placed on the nrasonry and
centered by eye before mortar is placed.
Butt welding prevents the cross rods from projecting
beyond side rods thus assuring uniform mortar cover for
all parts of the rein{orcement. lt also alleviates "hump"
at the weld points thus permitting use of Ladur Type in
thinner mortar joints.
So/ces.'
coitfctlh. rid. ro.tr.?t l.Dara f
PRODUCT DESCRIPTION
Ladur Type is a prefabricated-reinforcenrent especially
desiqned for embedment in the horizontal mortar joints
of miasonry. lt is manufactured in 10 ft. lengths from
wire conforming to ASTM A82 for cold drawn sleel
wire lor concrete reinforcement and Federal Specifica-
tion QQ-W-4Olf for hard tempered wire. Ladur Type
consists of two or more parallel, longiludinal rods weld
connecled to perpendicular cross rods spaced 15' o.c.
thus forming a ladder design. Out io out spacing of de-
formed side rods is approximately two inches less than
the nominal thickness of the wall or wythe in which the
reinlorcement is placed.
BASIC USES
For crach control in masonry walls.
For assuring predictable, horizontal flexural and axial,
tensile wall strength.
For bonding and reinforcing composite walls.
For bonding and reinlorcing cavity walls.
For anchoring and reinforcing masonry veneers.
For reinlorcing slack bond masonry.
As horizontal temperature sleel in reinforced masonry.
CODE APPROVALS
Ladder designs such as l-aiur Type have. not been
oranled the -larqe number of code approvals for wall
Sondino that aoolv to Dur-O-wal truss. Bef ore specilying
^ or acc;otino lldder designs such as Ladur Type' local
llcoda reouirEments should be checked.
'\'v tn addition to some stale and local code approvals
Ladur Tvoe has been granted Material Approval from
lnternati6hal Conference ol Building Ofiicials (ICBO)
. (Unilorm Building Code) Report No. 2292' and Southern
Building Code Congress (SBCC) (Southern Standard
Building Code) Report: 7295.
72
MATERIAL SPECIFICATION FOR LADUR TYPE.
Masonry wall reinforcement shall be Ladur Type (Trl-
rod) (Double) as manufactured by Dur-O-waL or ap-
proved material with equal mortar bond, cross rod spac-
ing and applicable Building Code Approval. Material
shall be manufactured from No.9 gage wire conforming
to ASTM A82 with cross rods butt welded to side rods.
Oplions: (1) No, 8 side rods and No. 9 cross rods.
(21 3116" side rods and No. 9 gage cross
rods.
(3) Class of zinc coaling (galvaniring).
(4) Stainless Steel available on request.
OESIGT{ TYPE WEIGXTcLlsstFtcaltoNs
ANO WIRE SIZES
WALL WIDTHS
wtnt Ftt|lsx
sintlt
Wrthc .
Compotil! caCrvilt
coMPostrE GTYIIY srNGrE wll)Clrrl Sidc
Rod3
Crolt
nodr
Ovr.all.lTrll
utidth
Ovc''llW.llwidth
B.ctup
Wrll
Widrtr
r-T1
-tr
r-r-n @ ko
13' l,l
otl6-
g. tot2, t3,
l/8 ort6-
3, a, 5.8o.l(r
/ Brila saalG ro<lr rnd II Brilc ctoss .odltqr/,
Ht5',U+li#"i'.':o''o'
cros3 fod3 tor both
Compo3ita and Crvittf.
Stlinlasr StcelAvrilrblc oo Raquest.
No- 9 No. 9
Madium No. t No. 9
LAOUI TYPE Ertrr Hc.vy 3/ r6-No. 9
LAOUR TYPE TRIiOO
Standa td No. 9 No. 9 I, tot2, 13,l4 ot
t6-
3, 4,6,
Eot
B.itc side rods and
Galvani:ed caoss rods
tor both Compositc
and Cavity.
Stainlcss St!rl
Available on Requc5t.
M!dium No. 8 No. 9
Ertr', Hcavy 3/ l6-No. 9
LADUR TYPT OOU 8LE
Sl.ndad No. 9 No. 9
t0, 12,l4 orl5-
3, 4,6,
8o.lo'
Iritc side rods lndGalvrnired cross aods.
Sta;nlcss Stecl
Ava ilable on Reouast.
Mcdium No. 8 No. 9
Ert,r Hcav,3/ r6'No. 9
PREFABRICATEO CORNERS AND TEES
I 1
PREFABRICATED CORNERS AND TEES_A
for continuous reinforcement around corners
abutling walls and partitions is available in all
sary to designate corners as inside or outside
complete line of prefabricated corner sections
and prefabricated lee sections for anchoring
design types, sizes and finishes. lt is neces-
when using design types Trirod or Double.
COMPOSITE WALLS CAVITY WALLS SINGLE WYTHE WALLS
l1'. ficd W.ll L.du. TyPe T.i.od
16' c. to c.
l'----ro--- 1
rr"od Out!,d. Co.n.r
tO- Ctvity W.ll No. lO L.du. Typc with drig Wrll No- 6 L.dur TyOC!6'c. to c.
SALES REPRESENIATIVE
ROY A. BNWN
I3BO CIIIST E R SI RE ET
AURORA. COLORADO SOOIO
303 366.0382
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IICIAL & INSTITUTIONA L USE
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I38O CHESI ER STREET :
URORA, COI-ORADO 80010
303 366 0382
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A portion of ehe NL of .he NEtr of Sectiorr 9, Township 5 South,Range B0 West of the Gth p.!,1 ., Town of VaiI, Corrrrty of Eagle,'state of c.olorado, more particurarly described as i"rior.i.--'
COMMENCfIiG ar the Southeast corner of the Nk of the N\ ofsaid Secti.on 9;tlrence N 89 o 23 '4l"w 937 .7I f eet along t-he most southerry limitsof vArL vALLtry 1'HrRD FrLrNG, as recorcrctl in Book 259 ai eage 6of the rccords of the crcrk and Recorcler of Eagre county, colotO The POINT oF BEGINNI}IG;tjrence continuing N89o23'Ar"w 808.28 ieet arong the southerryof tlre herein described parcel; '
thence due North 159.73 feet;tlrence due East 68.?I feet;thence N61"52'59"8 164.?9 feet;thence N01 o 5 2 ' 59 "E 88 . 67 feet;t}lence SBB.O7,0I"E 396.39 feet;thence'N32"51'18"E 93.92 feet along a radLar }ine to a point ona curve;a curve i :thence 68.98 feet along the arc of a 108.87 foot radius curve to, the,.;rleft whose central- angle is 35orB,02,,and vrhose long chord b"urJ,,:'=;lis75"I?,43"8,61 .83 fetti i,:jtJ'rence due south arong a non-radial-'tine 143.4g feet, said rine,l;: r ,;.,,,also being a r'res:!tly boundary of saicr vArL vTLLAGE TITTRD FrLrNi:;: , :,.ii,
thence NBBo2l'2e "E 70.00 feet along rtre ]iniirr "i-"uili-vLri-iLil;ii :'''lTHrRD FILING; - -".".,1 , ,,;
thencc's02oo2'30"D 24r.e0 feet alonq a wes-Lerly limit of said ltt,VAIL Vrrl,r,L\' 'r.'lnli,D rrLrN(; Lo a 1>oirr r. r.in Lfrc n,"uL soulr,"iiv-ii,iitf ,of saicl vArL vALLEy rHIp.D FrLri.rG, sarcr lreing berng ilre porN? oF IEIE
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Shapiro Construction ComPanY Noveober 24th, 1981
Peter Jamar r P laaner
Tonn of Vall
Butlding DePartment
Box 100
Vall, Colorado 81658
RE: VAIL GOLFCOURSE TOI'INHSIES' EXPAI{SION
Your Bul.ldlng Petmlt #00852
Dear Mr. Jamar:
During our meetlng on November 23rd, 1981 betneen Larry LyBarger ' yourself and I,
you .ip."""ed concern regardlng the possiblllty of future oltners of the Townhones
Lo "on
rett the spaces behind the garages into ll'ving areas'
please be advlsed that the deslgn of the Tormhomes is such as to exactly dlscourage
euch additlonal constructlon. The draw'ings clearly sholt that the spaces wtll be
backfllled to a height of 4t-2",leaving crawl spaces for utillty conoectlons only.
Each space ls eurrounded (on all four sides) by 8" block: walls with a slngle
30,, x 30" servlce hatch located 4t-8" above gtound. (Refer to drawLngs A03-A15-
A21-SO1-S02-S03-S04-S05-S06-M04)
i,! 'r'.n 'ra?.ri lfnr.rerrcr - af ter assurlng vou thgn and nort thatlJe fu1ly support your concern. llowever, after assurlng yot
Shaplro Construction Co. wlll strlctly adhere to the drawlngs, we understand that
yoo, .oo".-s havd been allayed and you have strlcken your stipulation of total
backflll and zero access .
lle thank you for your atlentlon to thls natter
' VerY trulY Yours '
da1xc: Larry N. LYBarger
Ken ShaPlro
Suitc C-3, F.ll Ridg€ Condominiums
P. O. 8or 1547, vcil, Colotddo 81657
fckphone: (303) 17&1980
SHAPIRO CONSTRUCTToN CO. ,.
,/r"u /i) ,, t !,. r ls (. [i-
Enlln Bachrach
ProJect Architect
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Shapiro Construction Company
August 29th, 1984
Town of Vail
Building Departrnent
75 South Frontage Road
Vail, Colorado 81557
RE: VAIL GOLFCOURSE TOWNIIOMES
1578 Golf Terrace
- BUILDING P - JOB /I35
Gentlenen:
Slnce we have now received our "finalrr Certificate
referenced butlding we herein request our clean-up
of Occupancy on the above
deposit ln the amount of
$500.00 be refunded.
Said deposit nas made on our Permi.t llLLT 2 by our check llI127 6 dated October l9th,
1982.
Your prompt attention is appreciated.
Yours truly,
SHAPIRO CONSTRUCTION CO.€%z-
Controller
xc: Larry
Suite C-3, Ftll Ridge Condominiums
P. O. gox 1547, Yoil, Color.do 81657
Telephon€: (303) 4761980
7h.," t 5^__::TREP0RT 0r resrs or
I.D. No.: Q_2017
CONI,IiETE tvlASON
o
RYU
Method of Curing:
Sanrpl e Da te: Novenrber 23. lgBl
SUf'II'IARY OF TEST RESULTS:
Average of 3 Units Tested inaccordance wiin nin'r c-145-25 o.tt;tr, ASTM c-145
conrpressive strength, pSi, gross area: ;
Specificatiols-
cornpressive strengthi bsi, i"i-i""ii" 3240 1800 nrininrum
Absorption, lb. per cubic ft.: ir-" ",'l\ ,^ o,
n;;'[:,llfru:;,:";i,ii:;i,jl li.".iu.ar , il,[12 33 il:i]fiiil
illl#il [i;;;*li"ili;ir:;, in ' '):it^,e1 tos n'iii''*
Equivalenl-r,l.u,-ir. perrft.:
4 .23luo :Nominal, Gross Area, rn-:Net Arei ,- Il.-' I 19. 14
variation in oirBnsions, in.. 78'50 75 minimum
shri nkase ' niru-C-i2;;' D;;;: , N/A :_\, Not t.rt"l/B 'i nin'tn'
CO|'IPRESS I VE STRENGTH -78 ,7.r-, ,-.- -s. e v
^ra ';; ' ,,,',.: ,ry,SoRPTloN
Producer:
ut t.Specimen Recei ved Load_&. wt., lbs. tbs.
Compressi ve
Strength, psiGross Net
Area Area
NITS
cu. ft.
Net
Recei ved
l4oisturt_.
Con ten t ,
ol
Specimen Recei ved Absorpti onNo. l,lt., lbs. p.i
I
2
Average:
PI|YS I CAL IIEASUREI'IENTS
Spcc i men
4
5
6
Ave ro ge :
CONCLUS IONS :
Testcd By:
303,000 2540
312,000 2620
290,000 2430
2530
Dinnnsions,
lleiqht
38.50
38. 5s
38.ls
38. 40
3250
3350
3t l0
3?40
38. 15
38. 15
38.45
38.25
13. 55l3.ll
13.61
r3.42
13.13
13.7?.
14.77
i3. B7
4
5
6
Average:
uidrh L{sl!_
t5-19/ 32
t5-t9/32
ts-tg/32.
Vol unn,
Gros s
Unit, w[.
Dcf
91.21
92.22
9I. l3
91.52
ln.
7-t9/32 7-2r/327-19132 7-t9/327-t9132 7-r9/32
0.5247
0. 5204
0. 5204
0 . 5218
0.4103
0. 4058
9. 4 l28
0.4096
Srr[rplo confornrs to
ASTl.l C- 145, Grade N, Type I
Greg llessel
CO|VII'IERCI AL TISTING LABORATORI II
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Irili Johns-Manville
Sales Corporation
Denver District Otfice
Greenwood Plaza, North Building
P. O. Box 57 71
Denver. Colorado 80217
(303) 7 73.2400
f e|ext 45.105145-4404
$epternber 24, L9Bl
Mr. E:nrln Bachrach
Shaptro Constructlon Cornpany
P.O. Box 1448
Vall, Co. 81558
Dear !lr. Bachrach:
Re: Cl-ass A Roof Requirenents - Johns-l{anvi1le
This letter is to confirn our phone conversation of Septenrber 21, 1981,
in reference to the above subJect.
Johns-l4anvi1le requi.rernents for a Class A roof using our Class A shlnglei
are as follows:
1. Deck - Must be well seasoned lumber sheathing nomlnal 1tt X 6'r laid
close and securely nailed or exlerior plywood sheathing nlninun
3/8" thi-ck, adequately blocked, supported and securel-y nailed to
neet American Ply',.rood Association speeifications.
2. Standard Slopes - For sloJ'es 4t' or greater per foot install clrlo edge
at esves. Apply #15 Asphalt Felt over entire deck parallel to
aeves with 2" toplap end 4'r sldelap. A11 side laps are to be
staggered 5 feet apart instatl drip edge over underlayrnent at
reke.
l. Fasteners - New construction you can use nails or staples. If you use
nalls each shingle should have at least 4 per shlngle per 1n-
stnrctlons on the br"rndles of shingles. Use hot galvanlzed
eteel or alu.minum, sharo polnted conventlal barbed shenk roof-
ing nails - 11 or 12 gauge with at least 3/8" dla. head. The
natl should penetrate the deck at least 3/lltt. The nails should
be at least 1-l/4" long for new work. Staples - 15 gauge
nlnimun, I5/L6n nlnimun crown width end sufficlent length to
penetrate 3/4't into the deck. Staples are to be zlnc coeted.
All staples should be carefully placed in the proper places.
See instruetion on the shlngle rtrapper for locetlons.
4. CLass A - In order to rake a eo.enlele Classlroof all valleys nusc
ei.ther be r,'cven or elose<l valleys. 'fhere mrst be no open
valleys on the roof.
have enclosed our Shingle Gulde :ipeclflcatlon, for your Informatlon.
o I have elso cncloged a D[rections for Appllcation sheet to confirrn sone ofthe thlngs whlch r heve referred to. These sene lnstructlons ere found onthe back of every bundle of Johns-Manvllle shlngles.
r hope thls enstrered your questlons. lf you need ne please feer free to callat an5r tine.
9Lncerely,
/--\ ^ - './' ''' '(-)fu-rn'r.<' ,/ ,/t/"'r'/ )t''-
//
J e-enne L. Morrie
Sales Reprecentatlve
Resldentlal Products Marketlng Dlv.
cc: flle
Shapiro Construction Company
xc: Dave Krenek
Harry
//35/UtiLrtres
Erwin
sul[mit Mechanlcal
dal-
Suitc C-3, F.ll Ridgs Condomlnlum
July 27th, 1983
Steve Patterson
Chlef Buildlng Officlal
Town of Vail
75 South Frontage Road West
Vail, Colorado 81657
RE: VAIL GOLFCOURSE TOWNIIOMES - BUILDING P - JOB /135
Dear Steve:
Thls le to advise you that Mr. Dave Krenek of the Upper Eagle Val-ley
Sanitation Dlstrlct approved the nethod of discharglng the garage
underslab floor drain system (3 dral-ns) into dayJ-tght via peripheral
drain and rre are proceeding per his dLrections.
If any further lnformation or discussion is required, please contact
me at your earliest.
Yours truly,
SHAPIRO CONSTRUCTION CO.
r\
t0
4d/
--% trl//\
{y/
, -y' , ,/ rt,,'Zv6/dTv L4try N. LyBarger
ProJ ect Manager
P. o.8ox 1547,Ya11, Colorcdo 81657
Telephone: (303),{7&1980
Shapiro Construction Company
Enclosures
da1
Suit€ C-3, Fall Ridg€ Condominiums
P. O, Box 1547, v.U Colorldo 81657
Telephon€: (303) 4761980
Septenber 15th, 1982
Steve Patterson
Chief Bulldlng 0fficial
Town of Vall
75 South Frontage Road I'les t
Vail, CoJ.orado 8t657
RE: VAIL GoLFCOURSE TOI,INIIoMES - BUILDING "P" (4 units)
Dear Mr. Patterson:
Attached you will- fLnd two full sets
Building "P". Please note that the
contal.ned within thls set and a full
support said structural drawings are
As you may recall, BuJ-1ding Permj-t {11469 was issued to and paid for by us
on April 9th, 1981. This permit lncluded the "P" Building. However, sLnce-
that origlnal permit was lssued the I'P'r Building was redesJ,gned and reapproved
by the Design Review Board and is now belng resubnitted to you for your
approval,
Please revlew this submittal at your
pernit for this revlsed "P" Buildlng
prlor paynent under Pernit /1469.
As usua1, we will purchase the phased
prior to actual connection of same.
Should you have any questions, please
Thank you for your cooperation.
Yours tru1y,
SHAPIRO CONSTRUCTION CO.
of drawings and specLficiations covering
engineered structural drawings are
set of engineering calculations to
included as we11.
earliest and issue to us a new building
ref lectl-ng the approprlate credit for
construction water and sewer taps just
be in touch with me as soon as possible.
daAA".---=-..Larry N. LyBarger
ProJect Manager
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NOY r 8 1982 SIIRflIC
tfoveober 15, 1982
Mr. Endn Bachrach
Drawer L448Vall, Co. 81658
Dear Slr:
Pleaee be advieed that
STAIR-PAK all oak spiral stairways
Section 3306F.
milPANY
7r diameter
U.B.C. code,
yours,
our 5t, 6t,
conforn to
and
the
Very truly
STAIR-PAK
Suckno
AS:nbl
ROUIE 22 e P.O, BOX 334 .UNION, NEW JERSEY 0708&0334 r (201) 688-8m0
JI*"u dt**
coilPAI{V
Swci alty Vtlood P tod u cts
Norrsnber t2' 1982
Strapir"o constnrstion ccrPan],
Bo< 1448
vair co. 81658
,10V 1 a 1982
Dear !4r. Bacttrach
ltris letter is to confjm the ansrnrcrs to Your questiors oE LL/12/82.
ltre baLuster is 11" square at tlre base. the lqrer tread nreets the back
of ttre baluster u"a ure upper tread neets tlre frort. At tltat poht the
onerhang is 1L". ttre flared treads cunre outward to a maxim.un of 2\"
at ttre lenter. Ttre bacl< of the tred ctrnzes jrnnrd 1" at ttp center,
so the net overtnng is 1L,' Ttre overlrang at the center pole is 1/2".
Erclosed is a broctlrre that rnight assist You rrrcre. If You have any further
queStions a1d the brochure doesnft ansl^,er thern, please feel free to contact
IIE.
Silcerely
Joe Brennan
Atra CcrpanY
Atr. Company . 1871 S. Acoma St. ' Denver, CO 80223 '3031744'2396
tt
a
AND GITTNER CONSULTING ENGINEERS
80306 . (303) 143-',t677. Boulde., Colorodo
5 >7
November 30, 1982
l4r. Erwin Bachrach
Shapiro Construction Company
P. 0. Box 1448
Vail, Colorado 81658
Re: Building P, Vail Golf Course Town tlomes
Dear Mr. Bachrach:
In accordance with your request, we have rev:ieured the foundation and
structural framing details, dated August 28, 1982, for this project,
specifically for the purpose of investigating and responding to the
fo1 lowing items:
1. Conformance of drawings with 1982 Uniform Building Code.
We understand that the Vail Building Departrnnt has recently
adopted the 1982 ed'ition of the Uniform Building Code. Com-paring that code with the 1979 edition,whichwe used in the
design of this building, we found that the differences instructural requ'i rements required no redesign. The most
significant changes we found involved wind load design pres-
sures which appear to be slightly loler in the new code, and
new wood bean and co'l umn design requirements which we usedprior to code acceptance.
Therefore, to the best of our knowledge and belief, the struc-tural design represented by the above noted drawings conforms
or exceeds requirements of the 1982 editlon of the Uniform
Building Code.
2. Code requirerent of bond beams occurring at 4'-0 in masonry
wal I s.
In designing the masonry walls of the elevator shaft, we djd
not intend to comply with section 24I7(j)3 of the 1982 Code
involving "Reinfofced I'lasonry Design". Rather, we are in full
compliance with section 2416(a) which requires adherence toall requirements of section 2417 in the use of reinforcing,
except that minjmum areas of reinforcing and the 4'-0 maximum
spacing does not apply.
Therefore, we believe that the bond beams as located in section
3/A16 and as detailed in section M/S-7 conrply with the 1982
Uniform Building Code, and the Structural steel lintels shown
supersede the need for bond beams djrectly over each opening.
]V
Page 2
November 30, 1982
3. C'larification: reinforcing of masonry.
In addition to bond beam reinforcing previously noted, masonry
walls shall be reinforced as indicated in section B/S2.
4. Clarification: continuous grouting of masonry cells reinforced-
as in section B/S2.
Item "e" of the Structura'l Masonry section of the General Notes-
on sheet S-1 requires that "all bolts, anchors and embedded
items shall be grouted in place, except as noted". The contractorshall fully grout in accordance with item "d" of the same note
section, all reinforcing as well as other embedded items.
If you have questions about our review or about the contents of this letter,
please ca11.
Very truly yours,
NICOL AND GILTNER
Consulting Engineers
Zd"xAh*
6n x. Giltner
irsts
rtt;
- 12996 6
*brn^r ru"'-*,
Steve Patterson
Tolm of Vall
Re: VGCTH/Building P
Eeich 7th, 1983
P age 2
4) Cl-ass A Roof :
Reference: Underwriter I s Laboratories R932 (tt), page 393.
The roof on Bulldlng "P" ls a cl-ass A, as we are conpl-ying nlth roof
materials manufacturer rs install-ation instructions given in Johns-Manvllleletter of Septenber 24th, L98L.
5) Horlzontal bond beams:
c. The horizontal bond bearns spacing in the nasonry walls are in accordance
O^ with code requlrernents as shown on 416-3 and clarifled in letter byNicol and GiJ-tner, Consulting Enginners. We have added detall A16-6, showing
a typical- horizontal bond bearn wj, th reinforcenents.
Vertically grouted ce11s:
,rrt,l{e have modified detai-l S-2-8 to show vertically grouted cells at 4t-0"v,' centers.
.2-Ilour fire ratLng for masonry wall:
r! unC reference Table 17-A.U Th" elevator shaft enclosure masonry wa1l complies wlth a 2-hour flre resl.stiverating as shown in nanufacturetars llterature, enclosed.
r\- venting of elevator shaft:
\) We have added a 36" x 12" gravLty louvered vent shown on 416-3 and A08-X.
g. Emergency telephone ln elevator. St6/t' We shall provlde, prior to occupancy, a telephone in the el-evator cab.
ll 6) Circular srairs:. According to the manufacturerrs l-etter, the "Stairpak:r units are ln
accordance with the 1982 UBC Section F4: 9366 F
(\L,7) stud helghts:
I !
A11 wa11 studs are complying vith Code:
Studs i-n 2 x 4 non-bearlng wa1ls will not exceed L4t-0".
Studs in 2 x 6 non-bearlng wal_ls will not exceed 20t-0t'.
Studs ln 2 x 6 Load-bearing wall-s will not exceed 10t-0tt.
We have corrected A08 accordingly.
Structural- framing:
The franing drawings for this building do comply nith the L982 Uniforn Bulldlng
Code as attested to ln Nicol and Giltner, ConsuLting Engineers, letter of
November 30th, 1982.
Steve Patterson
Town of Vail
Re: VGCTH/Building P
March 7th, 1983 .
Page 3
il/,. el Heating ln chas eway above garage:
It is our opinion that no heating is required ln chaseway s j.nce itis located between a heated garage and heated dwelling units.
(9) Sprinkler:' IIBC reference Section 3802b.
Review of applicable codes indicates a requirement for an automatic sprinkler
system ln the basement garage, Drawlng M05 shows such a fire proteetion system.
10) Building "P" classifications:
This subJect &tas not dlscussed during our meeting on October 19th, 1982, nor
was it covered 1n our letter of same date, However, examinatlon of classificationrules show that the construction permit lists and erroneous classification of
Group R, Division 3 and Group M, Dj-vision 1.
The permlt should read: Group R, Divislon 1, and Group B, Division l, Mixed
Occupancy, Type V Cons truction.
UBC reference Table 5-A and Table 5-8. Footnote 1.
As a consequence of this classification change, the horizontal separation between the
garage and the first dwel1i-ng 1eve1 must be 2-hour fire resistl-ve, not l-hour aspreviously designed. Therefore, we have revised our drawings of the garage ceiling -
and first lever floor in accordance with UBC chapter 43, Table 43-c, rtem 10.
Should any of the above not meet with your approval , please indlcate your objecclons
as soon as posslble by letter.
Very truly yours,
ENCLOSURES (by ltem): .
1) Abeyta Engineeri.ng letrer dated November 12th, 1982.2) Drawing A20.
3) Door schedule.
4) Johns-Manville letter dated September 24th, 1981.5) Drawlngs 416, S-2 and A08. Nicol and Giltner, Consulting EngLneers, letter
dated November 30th, 1982. Claylite Concrete Products, Comrnercial Testing
Laboratories report dated December 4th, 1981.
Kenneth E. Sha
Vic e-Pres ident
Steve Patterson
Tonn of Vall
Re: vGCTn/Bulldtnc
fs.6qh Tttty;:1q83_, j-
Page 4
6)
7'
STAIR-PAK Products Co.
Drarlng A08. Nicol and
Novenber 30th, 1982.
letrer dated Novenber 15th, 1982.Glltoer, ConeultLag Engloeere, letter dated
8) None.
9) DrewLng M05.10) DranLngs A05, A12, A13, AL4, A15, A15, S-1, S-2, S-3 and S-4.
dal
xc: Enrin Bachrach
Larry LyBarger
#35/Torrn of Vatl
Shapiro Construction Company
Ilarch 7th. :1983
Steve Patterson
Chlef Building Official
Torm of Vail
75 South Frontage Road !{est
Val-l, Colorado 81657
RE: VAIL GOLFCOURSE TOI^INIIOMES - BUILDING
CONSTRUCTION PERMIT IIOOLLT 2
Dear Mr. Patterson:
In accordance with our letter to you dated October 19th, 1982, we have made
on our drawings and ln our speciflcations ln order to comply with the 1982
Uniform Building Code in a manner as follows: 1
-{, 1) Mechanical ventllatlon for garage area:- UBC reference Sectlon 705.
We shal1 comply wlth code as described ln enclosed "Abeyta Engineeringrr
dated Novernber 12th, 1982, approved by you.
f\-'2) Party wall:0r We have added detal1 A20-11 depicting typlcal party wall construction.
3) Fire ratings on doors:
UBC reference Sectlon I2O2b .
We are designating door Nors. 4,5.8, 19 as one-hour fire resisti.ve.
Suite C-3, Fall Ridge Condominiums
P. O. Box 1547, V6il, Colorcdo 81657
Telephone: (303) 4761980
change-s
let ter
T'he items numbers in this letter correspond with those in our 0ctober 19th, 1982letter.
Shapiro Construction Company October 19th, 1982
Mr. Steve Patterson
Chief Bullding Official
Town of Vall
75 South Frontage Road West
Vail, CoI-orado 81657
RE: VAIL GOLFCOURSE TOWNHOMES - BUILDING "P"
Bulldtng Permit lt00L]-72 (a resubmittal of pernit /1469)
Dear Steve:
Enclosed please fi-nd our check number LL276, in the amount of $4,994.95 for
Building Pernit ltO0IL72 (a resubmittal of permit li1469). Please nake thls
Letter part of the ftle sg ygu-have a record that we hereby acknowledge the
following iteus whichlt#t{"*e changes on our plans and speclficailons
in order to comply with the 1982 Building Code.
1) Mechanical ventil-ation for the garage area.
2) Party wa1l details showlng necessary fire stop lntegral to the party
wall as vell as vertical fire stop at each floor of the party wa1l.
3) Proper fLre ratings on corridor doors r 41 5r S and 19.
4) Verification of roof assembly being Class A versus roof covering being
Class A.
5) Horizontal bond beams at correct spacing on all masonry walls.
Proper detail of rebar required in bond beams.
Verification of two-hour flre rating of masonry for elevator shaft enclosure.
Adequate ventlng of elevator shaft.
Provlde emergency telephone service withln the elevator cab.
-cont lnued-
Suit€ C-3, Fall Rldgc Condominlums
P. O. Box 1517, v.ll, Colorrdo 81657
Tel€phonc: (303) .,07e1980
"//
4{
o
#ooLr72
Verify clrcular stairs not flaring over one-inch (1rr) along nose and
not flaring at all at the exterior circumference.
Revlew stud heights for compllance with the 1982 Code Table 25-R-3.
Review general faarning for compllance rsLth revised 1982 Code.
Review thermo requirementg for chaseway above garage drop ceiling.
Reviev sprinkler requirements with Fire Department for thls buil,dtng (sprlnkler
contact me at your earliest opportunity.
Yours truly,
SHAPIRO CONSTRUCTION CO.
ffi{
6)
7)
8)
9)
Steve Patterson
Re: Bull-ding P/Pernlt
october 19th, 1982
Page 2
is not . required by 1982 Code).
Should you have any questlons, please
Enclos ures
dal
xc: Larry N. LyBarger
Erwin Bachrach
Abe Shapiro
I
enneth E. Shapiro
Vice-P res ident
Shapiro Construction Company
Sult" C-3, F.f R|dgE Coftbfilnluni
P. O. Bo,( 15.f2 \611, Colaldo 81657
TdcplEnc: (:lo3),+761 980
CHANGE IN IIPII BUILDING
October 4th, L982
OLD PR,MIT:
DELETE OLD ''P'I:
ADD NETd ''P.':
NEW TOTAI, GRI'A (H-J.K-L-M-N & P):
oLD GRFA (I{-J-K-L-14-N & P):
INCREASE DUE TO NEI{ ''P'':
GRFA I:
GRFA II:
GRFA III w/NE!{ "P":
PROJECT TOTAL:
ALLOIIED, PER TOWN OF VAIL:
55,944
7,992)
47 ,952
I,674
56,626
( 52,944)
682 square
29,970
2L,978
56,626
108,574
108.606
foot
i)
octob er
Shaplro Construction Company
1lth, 1982
SEeve Patterson
Chlef Bulldlng Officlal
Town of Vall
75 South Frontage Road WesE
Vallr' Colorado 81557
,,li
RE! lVAIL GOLFCOURSE TOWNHOMES, BUII.DTNG .'P''
,Reappllcacion for llulldlng Permlt dat.ed Ocrobcr 4Llr, 1.982
Electrlcal , Plumbl-ng and Mechanical
Dear Steve:
I apologize for the omisslon of valuations for the :rbcrvc crades on our applicatlon.
Below please find all of the perEinenc inf ormatiorr u.:,:d fo iirl:ive aE the correcE added
valuations upon reapplicatiou.
Fire Protectors/
Plumbing/Mechanlcal
Prlor valuation under Permit #469:
GRFA under Pernit i1469:
Valuatlon per foot of GRFA:
GRFA for prlor Building "P" plan:
Prlor $ valuation for Building "P":
$ Valuatlon for new Building "P" pJ.an"
Addltlonal $ valuation for reapplicaEion
of Bulldlng "P":
Should you have any questlons concerning
and dlscuss same wlEh Larry LyBarger or
xc: L. LyBarger
Erwtn Bachrach
dal
Suite C-3, tlll Ridsc condominiums
P. O. 8ox 15.f7, Yaif Colorodo 81657
feleohonc: (303) 47&1280
Els.!-r!-r.r!
$ 140,985
55,944
$ 2.52
7,992
$ 20, L4o
$ 43,5ii
$ 23,375
the abovc tl;tt;t ,
myself.
Yours crrr L-v ,
Vlce-Prt.rs idc,rr t
$ 174,720
55,944
$ 3.12
7,992'
$ 24,935
I54,572
$ 39 ,637
please do noc hesltate to
';i,fi
l
,iri,l i
:1: .
j
::iii
:r :'li r' . '
4;i
I il, ,.
iJ:
! :;. .'':'
t.t:;
I
i,
Should you have any questions concerning the above diltil ,
and dlscuss same wlth l.arry I-yllargcrr or nryself .
Prlor valuation under Perrnic i/469:
GRFA under Permlr /1469:
Valuation per foot of GRF'A:
GRFA for prior Building "P" plan:
Prlel g valuation for BuiLding 'tPr':
$ Val,uation for new Building "P" pJ,an"
Additlonal $ valuation for reapplicaEion
of Bulldlng "P":
xc: L. LyBarger
Erwln Bachrach
dal
Suitc C-3, f.ll Ridsc Condominiums
P, O.8ox 15{7, Vail, Colorodo 81657
Tclephon.: (303) 47&1980
Elec tr i cn I
$ 140,98s
55,944
$ 2.52
7 ,992
$ 20, Lz+(J
$ 43,5r5
$ 23, t75
Yours trrrly.
slhP tRo coNSl'Ruci
nc tll l':. Slr;r P i ro
Vice- Prc's i,lt'rr t
$ 39,637
pl.ease do noL hesltate to cal.l
L'r-<)
Shaplro Constructlon Company
October llth, 1982
Steve Patterson
Chtef Building Official
Town of ValI
75 South Frontage Road West
Vall, Colorado 8L657
''
RE: VAIL GOLFCOURSE T0WNH0MES, BUII-DING "PI
Reappllcation for Building Permlt dated Octobcr 4rli, .1.982
Electrlcal, Plumbing arrd Mechan ical
Dear Steve:
I apologlze for the onission of valualions for the irbovc trades on our applicatlon.
Below please f ind a11 of Lhe pertincnt inf ormatiorr rr,;t'tl t () ;rrr-1ve at the correct added
val,uations upon reappllcation.
Flre Protectors/
Plg$blng/Mechanlgal
$ 174,720 i
55,944
$ 3.!2 "7,992".
$ 24,935
$ 64,572
o
tta
'TP/-Try6 /> at<
oo P0 rt4/a
.-t . F-- flePu(4Fl%lfe &flr/ u4,
rfL Qu<efc
bA(4 { s#
Project Application - 'l-q- ezIl2ta , a
proiecr Name: Vd rt 6ocF cocrRsg %c/d A[orLr ES
Proiect Description:
Contact Person and +elQfrct{4z e- / LEo
Owner, Address and Phone:Slfirtino
Architect. Addr€ss and Phone:
Lesaf Descripti on' ,o, /'trJ b 'P' t o.r Filing
Comments:bNLtE D LQo6"/
S4/,A
ELtvA'Ttot{ ,
Design Review Board
Date
Molion by:
Seconded by:
APPROVAL DISAPPROVAL
Summary:
7( "r"uApproval
Shapiro Construction Company
xc: Abe Shapiro
Ken Shapiro
/i 34lArchitec ture
dal
Suite C-3, Flll Ridge Condominlums
P. O. Box 1547, vail, Color6do 81657
Telephone: (303) 4761980
March 31st, 1982
Steve Patterson
Chief Building Official
Town of Vail
Box 100
Vail, Colorado 8f658
RE: VAIL GOLFCOURSE TOWNIIOMES - BUILDING .'P''
Dear Steve:
Confirning todayrs telephone conversatlon, the Towrr of Vail Ordinances
and the National Building Code require the following fire protectlon
and alarms for Buildlng "P", a four (4) untt (three bedrooms/three baths)
building:
a) An approved standard sprinkler system in below-grade garage.
b) A secondary alarm system, such as a rate of rise sensing ln the
garage, soundlng an alarm in the 1lving units. Or, a heat sensing
device in lieu of rate of rise. 0r, smoke detectors (although acceptable,
are not reconunended).
c) Standard srnoke detectors in the four (4) residential units.
We wiLl comply with the above requl-renents and show same on our worklng
drawings .
Yours truly,
YrRo ffiNsr;ucrr|!,
co. , //
4"#"y4z/--4
Project Architect '/ L
Nrct AND GrrrNER .o*l,-r'*" ENGTNEERS
Box 1702 Eoulder. Colorodo 80306
cht1e Ete ! z
(3O3) 443.t677
l.-ilt
November 10, 1983
Mr. Envin Bachrach
Shapiro Construction Co.
P. 0. Drawer 1448Vail, Colorado 81.658 //,_-->Re: VaiI Go1f Course Townhomes{BuiIding P /,:__=_...._--
Dear Erui n :
This letter_is to provide you with our conclusions regarding some concernsthat you relayed to Jon Gi'ltner on November 3, 1983.
The first two concerns relate to window and docr headers at exterior framedwalls. The 3-2x6 bui'l t-up window headers in the north wall of unit 54'sliving room are adequate since the roof joists are continuous from a longspan to the south of the 8-3/4"x24" 91u-1am beams. Upon further analys.i i
we realize that there is actual"Jy. a sma'l I amount of uplift at the noithend of the Joists. As a precaution a sIMPs0N ST9 strab shall be instal'ledat each trirmer for each 3-2x6 header. where doub'le trirnmers are requiredfor windon on door headers due to span and loading, they are called ior onthe plans with one exception. At the 5!-.'19" 91u-lam wind6il-header in thesouth wall of bedroom l for unit 52, the doubie trinrners were not cal'l edout. However, you have assured us that they have been insta'l led.
The last two concerns relate to exterior wa'l I sheathing as lateral loadbracing. The north wall of unit 54's living room doesi't need exteriorplywood sheathing since the roof and floor diaphragms adequately transferlateral load to other adequately sheathed exterior-walls on the-bu.i 1d.i ng,snorth s'i de. Apparentiy, !-r" plywood sheathing was not insta] led on the westsecond level wall (as called for on sheet s-5 of the structural drawings)before siding was installed. To make up for thjs lack of lateral load-resistance the lateral load capacity of the interior wal'l s shall be in-creased. 2x6 framed walls running northisouth shall be sheathed with 5,/B',gyp-board and nailed at 4" on center with 6d cooler nails along a1 1 paneledges. At the interior of the west wall structural grade (rea) rHrnNo-pt-vby Simplex Industries, Inc. shall be insta1 'led under-5/9,, dyp-board andnailed at 3" on center with 6d cooler nails along all panei edges. Tominjmize extra blocking we suggest that 4'x8' shiets 6e used ind installedwith the 8' dimension vertical . The capacity of unblocked 5/g', gyp-board
!t
(;
Page ?
November 10, 1983
Vail Golfcourse Tomhonns, Bulldlng p
sheathing is adequate at the loft level with 6d nailing at 7" on centerat panel edges.
Ifyou have any questions regardlng this matter, please give us a call.-
Yery truly yours,
NICOL AIID GILTNER
Consulting Engineers
il^l4 P,J,'"!-
Daniel J. Packard Reviewed
I\_.
*Sliopr ro Co n'tr." uo&o.
Dated:November 9th ,1993
Provide one additlonal layer of 5/8" gyp board to upper portion of 5lBRl
West wa1l, where lt adJolns 53 DI for a total of 2 layers on Unj.t 51 side
and I layer on Unit 53 slde. Where the 2 Layers of gyp board are installed,
location of seams must alternate. F111 interior of 6" walL with gN" therrna]-
acoustical batt insulatLon.
Provide one addltional layer of 5/8" gyp board to 53 East waII, where lt
adjolns aEtlc over Unit 51 for a total of 2 layers - one on eLther side of
ttre 53 wall. Fill interlor of 6" wall wlch 6" thermal insulation.
Provide one addl-tj.onal layer of 5/8" gyp board to upper portion of 52BR1
and 52BR3 West walls, where they adjoin che 54KI and 54LV respectively,for a total of 2 layers on Unit 52 slde and one layer on Unit 54 slde.
Where Lhe 2 layers of gyp board are instal-led, locatlon of seams must alternate.FiIl interior of 6" wall wlth 6L" thermal-acous tical baEt insulation.
Provide one addlt ional
adjoins attic over Unit
54 wa11. Fill interior
The above additions are
layer of 5/8" gyp board to 54 l.les t wall , where it
52, for a total of 2 layers, one on elther side of theof 5" wall with 6" thermaL insulation.
made to lncrease fire recardation and sound suppression.
ar.^-Jtr
t'u e(,:--t- I *.e"*e-i^ c \
::
In additlon Lo the above the encire 54 l^lest wall must be strengthened, to be
acconpllshed as f ollows: (S*ere ecr.Ccorcr\1) Add horizontal blocklng at 8t-0rr (need flre blocklng anyway),2) Add thernoply sheets (a' x 8i[].nstalled lrith rhe 8r dlmensionvertically - at flrst tack on 6nly,3) Install 5/8" gypsum board over the thermoply and nall off wit[ 6d nails
on 3" centers oN Fc€ gLad<r^rg'Aab STVDD.I u Q (* sroata ut;",/-- I ta,.f.Jt;c' Fei<s Ldf€tz oF aeli1zC)
La rry t 2) .)..JrrF- l.:4'*6
Sunset Developrnent l
Black Gold Insulation t
Colorado Drywall I
Eal6xeeri. t
VAIL GOLFCOURSE TOW,IHOMES
BUILDINGP-JOBiI35
GENERAL CI{ANGE ORD
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Shapiro Construction Company
March 20th, 1984
Gary Murraln
Buildlng Inspector
Town of Vall
75 South Frontage Road West
Vail, Colorado 81657
RE: VAIL GOLFCOURSE TOWNHOMES - BUILDING P - JOB /I35
Units 53 and 54
Dear Gary:
Enclosed you will find two (2) copies of our spiral- stair
letter (Stalr-Pak Products Cornpany) dated Noverober 15th,
the stairways conform to the U.B.C. Code, Sectlon 3306.F.
If any additional lnformation is required, please contact
earliest.
supplier I s
1982 stating
me at the
Yours truly,
SHAPIRO CONSTRUCTION CO.
dzdA"--"La{ry N. LyBargeyr
VLce-Pres ident/Cons truc tion
Enclosures
xc: Larry
Erwin
Doug
ll3s/TOV
Lee/StalrPak
Abe/Ken
dal
Suit€ C-3, Frll Ridg€ Condominiutts
P. O. Box 1547, Yail, Colorado 81657
Telephone; (303) 47e1980
I J1..^.f,G O
--l
NOv r 8 rssz slqnffK"
November 15, 1982
Mr. Erwln Bachrach
Drawer 1448
Vail, Co. 81658
Dear Slr:
Please be advlsed that
STAIR-PAK all oak splral stairnays
Sectlon 3306F.
@irfA].lY
7t dleneter
U.8.C. code,
our 5l, 6r,
conform to
and
the
AS:nbl
Very truly youra,
Suckno
P.O. BOX 334 r UNION, NEW JERSEY 07083{334 o (201) 68S{m0ROUIE 22 r
Jl..".. rG O
NOV r B 1982 SlNRflK"
November 15, L982
Mr. Etrrln Bachrach
Drawer 1448Vail, Co. 81658
Dear Slr:
Please be advlsed that
STAIR-PAK all oak splral stalrirayg
Section 3306F.
@ilrP,qNY
7r dlameter
U.B.C. code,
our 5r, 6r,
conforu to
and
the
Very truly youra ,
Suckno
AS:urbl
RO|..[E 22 r P.O. BOX 334 .UNION. NEW JERSEY 0708$0334 r (201) 68S-S00
{o
S[qRfiK"
ffiIMANY
I'tr. Kenneth E. Shapiro
Shapiro Construction Co.
Suite C-3, Fall Rldge Condominiuns
P.O. Box 1547Vail, Colorado 81657
Dear Mr. Shapiro:
As per our conversation this date, enclosed
please find tr*o alternates that will solve
Mr. Ginsburgrs problen.
Please advise.
Sincerely yours,
STAIR-PAK PRODUCTS CO.
.q,s/ab
Enc1.
A. Suckno, President
t
i,
\ -tcr:-6s\:: ((*\)
RC{.jIE 22 r P.O. BOX 334 r UNION. NEW JERSEY 0708}0334 o (201) 688{m0
,*(
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DrI
BAtco uy LEFT HAND
sPEclAL rNSrFUCrlol{S: ATTERNATE # 1
1. Back of platform reduced 30
2. Platforn even with finished
3. Headroon at riser #4 is 6t4"
4. Each riser is 7 3/4".
PRINTEO IN USA
degrees.
f1oor.
lfu
qv(:
,au,,
."',^,^."^kok""k:'
o
Shapiro Construction Company
May 21st, 1984
Mr. Steve Patterson
Chief Building 0fficial
Town of Vai-1
75 South Frontage Road West
Vail, Colorado 81657
RE: VAIL GOLFCOURSE TOWNHOMES - BUILDING
VAIL GOLFCOURSE TOWNHOMES - BUILDING
Suit€ C-3, Fall Rldge Condominiums
P. o.8ox 'l.547, vail, Colorado 81657
Telephone: (303) 4761980
P-JOB
R-JOB
It35 - L578 GoIf Terrace
ll41 - 1738 Golf Lane
Dear S teve:
Due to the unusually late arrival of spring and the south facing locatlon
of our project we have not been able to start a majority of our exterlor
highway work such as exterior concrete, final gradlng, landscaping,
sprinkler system, or asphalt work.
Therefore, we request a time extension of forty-five (45) days on Bulldings
P and R Flnal Certificates of Occupancy to enable us to complete the required
work Ln an orderly and ti.mely manner.
Please acknowledge approval- below by signing and returning a copy to us
of this letter.
Yours truly,
SHAPIRO CONSTRUCTION CO.
Jeff
ll35/4r aov
dal
Vlce-President / Cons truc t Lon
Pat terso
Shapiro Construction Company
tlay 22nd,, L984
Mr. Steve Patterson
Chief Bullding Of f icial
Town of Val1
75 South Frontage Road
Va11-, Colorado 8L657
RE: VAIL GOLFCOURSE TOWNHOMES
Splral Stair
- BUILDING P/UNIT 53/GINSBURG
Dear Steve:
In reference to our meeting this norning regarding the revised stair deslgn
submitted by Stalr-Pak for your approval, we understand this unlt shalL be
approved for use based on the foll-owing stipulatlons:
r_)
2)
We advj-se the Ginsburgs, in
a 7t3f4" riser height and a
in a headroom of only 6t-4tt
by code.
wrltlng, that the proposed stalr, with
reduced platforn size, will stLLl result
which is less than the 6r-6rr reouired
The new stalr be supplled with a hand rail having a groove for proper
hand gripping as required by code.
3) We put a letter on file with the Town of Vail Bullding Department (part of
this letter) stati-ng shoul-d Shapiro Constructlon Company or Shapiro
Realty be lnvolved in the subsequent resale of your unit, we will
attempt to advlse the purchaser that the proposed stair,whLch w111
then be the existing stalr, did not meet code at the t ime of installatibn
with respect to head roon.
Ginsburgs put a letter on fll-e with the Town of Vall that in the event they
should sel1 their unit, they will advlse the purchaser that the proposed
substitute stair, which w111 then be the existlng staLr, dld not meet
code at the tine of installation with respect to head room.
4)
Sulte C-3, Frll Ridg€ Condominiums
P. O. Box 15/17, v6ll, colorado 81657
Telephone: (303),f7&1 98O
****
S teve Petterson
RE: P-53
l'lay 22rd, L984 Page 1\ro
Wlth reference to condltLoo number 3, above, we hereby agree that lf
Shapiro Constructlon Coopany, or Shaplro Realty, {e lnvolved ln the subsequent
resale of thLe unit Lt wt1l dtltgently atteupt to advlee the new purchaser
that the proposed subetltute atalr, whlch w111 then be the exlstlng stalr, did
not neet code at the tLne of Lnstallatlon wl.th reapect to head room.
Furthermore, upon receipt of thls letter and a eLnllar letter fro,n llr. aad
l{re. Gtneburg, the Torro of Vatl sha11 approve the renieed stalr deelgn by writtenletter prLor to our orderLag the subatltute atair.
Yours trdy,
SHAPIRO
xc: Dtlu.Ginsburg
Closlng FLle
Lee
Jeff - LarrY
da1
lottn
75 routh trontage road
Yell, coloredo 81657
(303) 476-7000 offlcc ot communltt Ceuctopment
June 11,1984
Mr. Morris Ginsburg
5801 Happy Canyon Drive
Englewood, Colorado, 80111
RE: Vail Golfcourse Townhome
Unit 53, Building P
Vai I, Colorado
Dear ltlr. Ginsburg,
The variance for the
department.
l.le have al so
Thank'you for
'''
Si ncerely,
cc: Shapiro Construction
GM/rme
spiral staircase has been approved by this
notified Shapiio Construction of the approva'|.
your cooperation in this matter.
&'Building II'nspector
,*#"rroN REeuEsr
TOWN OF VAIL
DATE
i
''.',
INSPECTION:
JOB NAME
CALLER
MON TUES WED THUR FRI PMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER' PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr
tr
cl
tr
POOL / H. TUB
NAIL
tr
tr FINAL FINAL
ELEGTRIGAL:MECHANICAT:
tr
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
FINAL
tr
u FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
steYe Patterson
Shapiro Construction Company
ItF C-3, Fdt EcgG ConOomlnlumor. O. Drrurcr 1#,W Coloratlo g165g
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