HomeMy WebLinkAboutLIONS RIDGE FILING 4 BLOCK 2 LOT 11 LEGAL6&IJIgFf InIEL-CF EftT
Design Review Board
ACTIOH FOR]I{
Departmeilt of Community Development
75 South Frontage Road. Vail, Cclorado 81657
tel: 970.479.2139 fax:970.479.245?
web: www.vailgov.com
Project Name: GOBEC ADDfiON
Project Description:
FINAL APPROVAL FOR A GAMGE AND MASTER BATH ADDMON AND TWO RAIL SPUT RAIL
FENCE
Participants:
owNER GOBEC, MATTHEW AND DORrS 08/2812006
8330 CENTER ST,
KIRTLAND HILLS
oH 44050-7849
APPLICANT JOHN M. PERKINS ARCHITECTS, 0812812006 Phone;949-9322
PO BOX 2007
AVON
co 81520
License: C000002001
ARCHITECT JOHN M. PERKINS ARCHITECTS, 0812812006 Phone: 949-9322
PO BOX 2007
AVON
co 81620
License: C000002001
ProjectAddress: 1462 ASPEN GROVE LN VAIL Location: 1452 ASPEN GROVE LANE
Legal Description: Lot: 11 Block: 2 Subdivision: LIONS RIDGE SUB, FILING
ParcelNumber: 2103-014-1501-3
Comments: see conditions
DRB Number: DR8060399
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval:. 09 | 12120O6
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: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0008435
That the applicant narrow the access width by at least 30' by the time a CO
inspection is requested in order to bring it into greater comformance with present
regulations.
Planner: Matt Gennett DRB Fee Paid: $3OO'OO
Additions-Residential or Commercial
Application for Design Review
Depa|tment of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2L28 faxi 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application' Please refer to
the suimittal iequiiemenls for the particular approval that is requested. An application for Design Review cannot be
accepted until all required information is received by the Community Development Depaftment. The project may also need
to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses
unless a building permit is issued and construction commences within one year of the approval.
E"e /
Physical Address:
ParcelNo,; Ab (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
zoning!
Name(s) of Owner(s):
Mailing Address:3 140b0 - 7s/?
Pjengi''5 Oztc
Owner(s) Signature(s):
Name of Applicant:0rl ^l/)a
Maif ing Address: f' U 'rt,lo"J oo fi6zo 32>
E-mail Address:
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction ofa new building or demo/rebuild'
i:OO For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions)'
$250 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and retaining
walls, etc.
$20 For minor changes to buildings and site improvements, sucn as,
re-roofing,painting,windowadditions,landscaping,fencesandretaining
walls, etc.
$20Forrevisionstop|ansa|readyapprovedbyP|anningstaffortheDesign
Review Board.
No Fee
Type of Review and Fee:
tr Signs
. Conceptual Review
E, New Construction
Ef Addition
tr Minor Alteration
(multi-family/com mercia | )
D Minor Alteration
(single-family/duPlex)
tr Changes to Approved Plans
tr SeDaration Request
D-escription of the Request:
Separation Request
For Office hn".t*o.' 'YL os-rr,
ADDITIONS . RESIDENTIAL OR COMMERCIAL
SUBMITTAL REQUI REM ENTS
Topographic survey:e Wet stamp and signature of a licensed surveyor. Date of survey. North arrow and graphic bar scale. Scale of 1"=10'or l"=20')o Legal description and physical address. Lot size and build able area (build able area excludes red hazard avalanche, slopes greater than 40olo, and
floodplain)o Ties to existing benchmark, either USGS landmark or sewer invert. This information must be clearly stated
on the survey. Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings and a basis
of bearing must be shown. Show existing pins or monuments found and their relationship to the established
corner.. Show right of way and property lines; including bearings, distances and curve information.. Indicate all easements identified on the subdivision plat and recorded against the property as indicated in
the title report. List any easement restrictions.. Spot Elevations at the edge of asphalt, along the street frontage of the property at twenty-five foot intervals
(25'), and a minimum of one spot elevations on either side of the lot.r Topographic conditions at two foot contour intervals
. Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a point one
foot above grade.. Rock outcroppings and other significant natural features (large boulders, intermittent streams, etc.).. All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.).o Environmental Hazards (ie. Rock fall, debris flow, avalanche, wetlands, floodplain, soils)r Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to the required
stream or creak setback). Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to the site.
Exact location of existing utility sources and proposed service lines from their source to the structure,
Utilities to include:. CableW ' Sewer Gas
ElectricWater. Size and type of drainage culverts, swales, etc.. Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250'
in either direction from property.
Site and Grading Plan:. Scale of 1"-70'or larger. Property and setback lineso Existing and proposed easementso Existing and proposed grades. Existing and proposed layout of buildings and other structures including decks, patios, fences and walls.
Indicate the foundation with a dashed line and the roof edge with a solid line.. All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed grades shown
underneath all roof lines. This will be used to calculate building height.. Proposed driveways, including percent slope and spot elevations at the property line, garage slab and as
necessary along the centerline of the driveway to accurately reflect grade.
o Telephone
F: \cdev\FORMS\PERMITS\Planning\drb_addition_1 1-23-2005.d0c Page 4 of 14 r11231200s
I0l4&'
ADDITIONS - RESIDENTIAL OR COMMERCIAL
SUBMITTAL REQUIREM ENTS
General Information:
This application is required for all proposals involving the addition of GRFA (gross residential floor
area). This includes proposals for 250 additions and interior conversions. See Title 12, Chapter
15 - Gross Residential Floor Area for specific regulations.
I. SUBMITTAL REOUIREMENTS**
E O, pages of Application is complete
A Checklist is completed and signed
E, Stamped Topographic Survey*
A, Site and Grading Plan*
F, Landscape Plan*'fl, Architectural Elevations* (1 set of Redlined elevations)
[, Exterior color and material samples and specifications.
X Architectural Floor Plansx (1 set of Redlined floor plans), - \'^J Lighting Plan* and Cut-sheet(s) for proposed fixtures (nkTCH EPttrue Ip fite repoft, including Schedules A & B to verify ownership and easenients*
! ehotos of the existing site and adjacent structures, where applicable.
D Written approval from a condominium association, landlord, and joint owner, if
applicable
O Site-specific Geological Hazard Report, if applicable*tr The Administrator and/or DRB may require the submission of additional plans,
drawings, specifications, samples and other materials (including a model) if deemed
necessary to determine whether a project will comply with Design Guidelines or if the
intent of the proposal is not clearly indicated.
Please submit three (3) copies of the materials noted with an asterisk (x).
**For interior,. conversions with no exterior changes, the submittal requirements include a
complete set of existing and proposed floor plans, a title report, and written approval from a
condominium association, landlord, and joint owner, if applicable.
I have read and understand the above listed submittal requirements:
',1
Project n^ ". (fl68u /bDrnor/
Contractor Signature
Date Signed
F: \cdev\FORMS\PERMITS\Planning\drb_addition_1 1 -23-2005.doc Page 3 of 14 Ltl23l200s
Buildino Materials
Roof
Siding
Other Wall Materials6rucu
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
PROPOSED MATERIALS
Tvpe of Material Color
tr,'<oH Ey'h.rnt&
ll
tt
tt
il
t/oJc
tnvTott el'11-1rt1P
ilone
other ,ft crc
Notes:
Please specify the manufacturer's name, the color name and
fl*rorl eYrsr nte
number and attach a color chip.
F:\cdev\FORMS\PERMITS\Plannin g\d rb_minor_alt_1 1-23-2005.d0c
1712312005
Page 6 of 13
PROPOSED TREES
AND SHRUBS
PROPOSED LANDSCAPING
Botanical Name Common Name Ouantitv Size
Asre^t / eltit?3't (pt ?eb
Jttnaa$3o fG*t.
EfiSTING TREES
TO BE REMOVED
Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper
Coniferous Trees - 5'in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retainino walls, fences, swimminq oools. etc.)Av6 7*n- Jpur 7*n-. FertoE -Autte h'Pe,/ dpnte ljWA
F:\cdev\FoRFls\PERMlTs\Planning\drb_minor_alt_11-23-Z005.doc page 7 of 13
lLl23/2005
honvK,t7'€( +bt tl'
ssihtJldw !e!ELnF$Er{!
Pfanning and Environmental Commiessn
ACTIOII FOR}4
Deprltment of Community Development
75 South Frontage Road, Vail, Cslorado 81857
tel: 970.479.2139 fax: 970.479.2"15?
web: www.vailgov,com
Project Name:
Project Description:
GOBEC ADDMON PEC Number: PEC060034
FINAL APPROVAL FOR A FRONT SETBACK VARIANCE (SFR) FOR A GAMGE ADDMON
Participants:
owNER GOBEC, MATTHEW AND DORIS 0412512006
B33O CENTER ST.
KIRTUND HILLS
oH 44050-7849
APPLICANT JOHN M. PERKINS ARCHITECTS, 0412512006 Phone: 949-9322
PO BOX 2007
AVON
co 81620
License: C000002001
ARCHITECT JOHN M. PERKINS ARCHITECTS, 0412512006 Phone: 949-9322
PO BOX 2007
AVON
co 81620
License: C000002001
ProjectAddress: 1462 ASPEN GROVE LN VAIL Location: 1462 ASPEN GROVE LANE
Legal Description: Lot: 11 Block:2 Subdivision: LIONS RIDGE SUB. FILING
Parcel Number: 2103-014-1501-3
Comments: standard conditions, no additional
EOARD/STAFF ACTION
Motion By: Kjesbo
Second By: Jewitt
vote: 7-0
Conditions:
Actioni APPROVED
Date of Approval= O6l L2/2006
Cond: B
(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: 300
PEC approval shall not be not become valid for 20 days following the date of
approval.
Plannen Matt Gennett PEC Fee Paid: $500.00
Variance Application for Review by the
Planning and Environmental Commission
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2128 fax: 97 Q'479.2452
web: www.vailgov.com
General InformaUon:
All projects requiring Planning and Environmental Commision review must receive approval prior to submitting a
buifding permit application. please refer to the submittal r.quir.t.ntt iot the particulai.ppro*f that is requestld
-lAn application for planning and Environmental Commission review cannot be accepted until all required information
is received by the Community-Gu.fopt.nt Department, The p@ect may also need to be reviewed by the Town X
Council and/orthe Design Review Board. tl I
Type of Application and Fee: n
tr Rezoning $1300 O Conditional Use Permit $650 i,tr Major subdivision iisoo tr Ftoodptain Modification $400
tr Minor subdivision iOsO tr Minoi Exterior Alteration $650 l/
tr Exemption plat $OSO tr Major ExteriorAlteration $800
E MinorAmendmenttoansDD irOOO tr DevelopmentPlan $1500 ,tD New Speciat Developm.nlbirtri.t $OOOO tr Amendhent to a Development Plan $250
tr MajorAmendmenttoansDD $6000 $ lolinscodeAmendment li:lt \'
tr Major Amendment to an SDD $1250 F- Variance +JUU
(ni, e*erar rancatlonii"
, ,"'-- 'E signVariance $200 n
Description of the Reque "t, yrn*lcr t i P - 6'0 fur ''J*z&ke' tJ Y
Jilsae4/ho'tv 248 Org'tte'' U'*(i
parcef No.: oftO7-Ot(-E atg (ContactEagteCo.Assessorat970-328-8640forparcelno.)
-?-1 4|\
'n7rrlE,
Name(s) of Owner(s):
Mailing Address:
Owner(s) Signature(s):
Name of ApPlicant:
Mailing Address:
otho {&ea -
78q
Uo.kl
Phone:
ao.
i fr cerb
cn..t,,ro.' I VVTb ev,
F:\cdev\FORMS\P ermits\Planning\PECWariance.doc Page 1 of 6
-06
FROM:
DATE:
SUBJECT:
MEMORANDUM
K1"'ho bU'|,
Tutitt (9n-*aS
7^t
Planning and Environmental Commisslon
Community Development Department
June 12,2006
A request for a final review of a variance, from Section 12-68-6, Setbacks, Vail Town
Code, pursuant to Chapter 12-17 ,Yariances, to allow for a garage addition within the
front setback, located at 1462 Aspen Grole Lane/Lot 11, Block 2, Lion's Ridge
Subdivision Filing 4, and settingforth details in regard thereto. (PEC0G0034)
Applicant: Matthewand Doris Gobec, represented byJohn M. Perkins, AIA
Planner: Matt Gennett
il.
SUMMARY
The applicant is requesting a variance from the minimum front setback standard of the
Single Family Residential (SFR) zone district in order to add a single car garage bay onto a
preexisting, nonconforming structure built into the front setback under Eagle County
jurisdiction priorto annexation into the Town of Vail. The subject structure is a single-family
home located at 1462 Aspen Grove Lane/Lot 1 1 , Block 2, Lion's Ridge Subdivision Filing 4.
A Vicinity Map is attached for reference (Attachment A).
Based upon the criteria and findings in Section Vlll of this memorandum, staff is
recommending approval of the applicant's rariance request.
DESCRIPTION OF REQUEST
The applicant is making a request to add a 240 square foot garage addition onto the
northeast corner of the single family home at 1 462 Aspen Grove Lane, immediately adjacent
to the outside wall of the existing 552 square foot garage. The garage addition is proposed
to be one story and will contain no Gross Residential Floor Area (GRFA); however, 1 92 feet
of the new garage area will count toward the structure's total GRFA due the provisions of the
way GRFA is calculated. Approximately 152 square feet of the garage will encroach up to
sixteen feet (16') into the twenty foot (20') front set back. The existing home's attached
garage encroaches up to five feet (5') from the front property line, and the corner of the
proposed addition, the point closest to the front property line, would be approximately four
feet back from the northern boundary of the lot. A reduced sel of plans and the applicant's
written request are attached for reference (Attachmenb B & C).
BACKGROUND
In 1980, the Eagle County Planning Commission granted a variance to the previous
owners of the subject property to construct the existing home in its present location, well
within the front setback and close to the road, in order to minimize the visual impact of the
1il.
structure upon the ridgeline lower down on the property.
In 1982 the existing home was constructed under Eagle CountyJurisdiction.
IV. REVIEWING BOARD ROLES
VARIANCES:A. The Planning and Environmental Commission is responsible for evaluating a
proposal for:
1 . The relationship of the requested variance to other existing or potential uses
and structures in the vicinity.
2. The degree to which relief from the strict or literal interpretation and
enforcenient of a specified regulation is necessary to achieve compatibility
and uniformity of treatment among sites in the vicinity, or to attain the
objectives of this Title without grant of special privilege.
3. The effect of the requested variance on light and air, distribution of
population, transportation and traffic facilities, public facilities and utilities,
and public safety.
4. Such other factors and criteria as the Commission deems applicable to the
proposed variance.
B. The DRB has NO review authoritv on a variance, but must review any accompanlng
DRB application.
C. Town Council
Actions of Design Review Board or Planning and Environmental Commission may be
appealed to the Town Council or by the Town Council. Town Council evaluates
whether or not the Planning and Environmental Commission or Design Review Board
erred with approvals or denials and can uphold, uphold with modifications, or
overturn the board's decision.
D. Staff
The staff is responsible for ensuring that all submittal requirements are provided and
plans conform to the technical requirements of the Zoning Regulations. The staff
also advises the applicant as to compliance rMth the design guidelines.
Staff provides a staff memorandum containing background on the property and
provides a staff evaluation of the project with respect to the required criteria and
findings, and a recommendation on approval, approval with conditions, or denial,
Staff also facilitates the review process.
V.APPLICABLE PLANNING DOCUMENTS
TITLE 12, ZONING REGULATIONS:
12-68-6: SEIEACKS; /n the SFR district, the ninimum front setback shall be tvt'enty feet
(20'), the ninimum side setback shall be fifteen feet (15'), and the rinimum rear setback
shall be fifteen feet (15').
CHAPTER 17, VARIANCES (in part)
12-17-1: PURPOSE:
A. Reasons Fo r Seeking Variance: ln order to prevent or to lessen such practical difficulties
and unnecessary physical hardships inconsistent with the objectives of this fftle as
would result from strict or literal interprehfion and enforcement, vaiances from ceftain
regulations may be granted. A practical difficulty or unnecessary physical hardship may
result from the size, shape, or dimensions of a site or the location of existing structures
thereonifrom topographic or physical conditions on the site or in the immediate vicinity; or
from other physical limitations, street locations or conditions in the immediate vicinity.
Cost or inconvenience to the applicant of strict or literal compliance with a regulation
shall not be a reason for granting a variance.
B. Development Standards Excepted: Variances may be granted only with respectto the
development standards prescribed for each district, including lot area and site
dimensions, setbackg distances between buildings, height, densrty confiol, building bulk
control, site coverage, usable open space, landscaping and site development, and
parking and loading requirements; or with respect to the provisions of chapter 11 of this
title, governing physical developnent on a site.
C. Use Regulations Not Affected: The power to grant variances does not ertend to the
use regulatlons prescribed for each district because the flexibility necessary to avoid
resu/fs inconsistent with the objectives of this title is provided by chapter 16, "Conditional
Use Permits', and by section 12-3-7, "Amendment" of this ti1e.
12-17-6: CRITERIA AND FINDINGS:
A. Factors Enumerated: Before acting on a variance application, the planning and
environmental commission shall consider the following factors with respectto the requested
vaiance:
1. The relationship of the requested variance to other existing or potential uses and
strucfures in the vicinity.
2. The degree to which relief from the strict or literal interpretation and enforcement of a
specified regulation is necessary to achieve compatibility and uniformity of treatment
among sifes rn the vicinity, or to attain the objectives of this title without grant of special
privilege.
3. The effect of the requested variance on light and air, distribution of population,
transportation and traffic facilities, public facilities and utilities, and public safety.
4. Such other factors and criteria as the commission deems applicable to the proposed
variance.
VI. SITE ANALYSIS
Zone District: Single Family Residential (SFR)
Address: 1462 Aspen Grove Lane
Legal Description: Lot 11, Block 2, Lion's Ridge Subdivision Filing 4
Lot Size: 67, 213 square feet / 1 .543 acresHazards: Medium Severity Rockfall
Standard AllowediRequired Existinq Proposed
Setbacks:Front: 20 ft. 5' 4'
Sides: 15 ft. 103' I 145' 90'/ no changeRear: 15 ft. 74' no change
Height 33' 33' no change
GRFA: 1 1,194 sq ft 4,894 sq ft 5,086 sq ft
Site Coverage: 20o/o 4% (2,938 sq ft) 4.7% (3,178 sqtt)
Landscape Area: 600/o (40,328 sq ft) 95% (64,275 sq ft)
ffi^*-lUO,OlS
sq ft)
Parking: 2spaces 2spaces 3spaces
VII. SURROUNDING LAI{D USES AND ZONING
Land Use ZoninqNorth: Residential Single Family Residential (SFR)South: Open Space Natural Area Presenation (NAP)
East: Residential Single Family Residential (SFR)West: Residential Single Family Residential (SFR)
VIII. CRITERIAANDFINDINGS
A. 1. The relationship of the requested rariance to other existing or
potential uses and structures in the r,icinity.
Staff has determined the requested variance will result in a harmonious
relationship between the existing structure and the neighboring buildings as
the bulk and mass will increase only slightly. The proposed addition will
benefit neighboring properties as it will allow the applicant to enclose a
motorcycle and trailer, as opposed to leaving it exposed to plain view on the
side of the existing garage. Additionally, pursuant to Section 12-7-1,a
practical difficulty and unnecessary physical hardship exists due to the
location of the existing structure on the site. Staff believes the applicant has
met the intent of this criterion with their proposal.
2.The degree to which relief from the strict and literal interpretation and
enforcement of a specified regulation is necessary to achieve
compatibilityand uniformityof treatment among sites in the vicinity or
to attain the objectives of this title without a grant of special privilege.
Considering the preexisting, legal nonconforming status of the subject
structure and the previous variance request granted by the Eagle County
Planning Commission, staff does believe relief from the strict and literal
interpretation of the specified regulation is warranted. The applicant is
asking for the minimum amount of relief from the development standards of
the Single Family Residential (SFR) zone district to achieve theirgoal and no
grant of special privilege will result in the approval of the applicant's request.
The effect of the requested variance on light and air, distribution of
population, transportation and traffic facilities, public facilities and
utilities, and public safety.
Staff believes the effects upon light, air, and other public interests in
comparison to existing conditions would be negligible considering the small
addition proposed on this building. The existing building is currently
nonconforming with respect to the required minimum front setback of twenty
feet (20') given lhe level of encroachment will increase by one foot (1'). The
building's height will remain the same and the addition will not impact any of
the elements contemplated in this criterion
Such other factors and criteria as the commission deems applicable to
the proposed variance.
Staff believes the proposed variance will have a positive effect on the subject
property's aesthetic values and will therefore benefit the neighborhood as a
whole.
The Planninq and Environmental Commission shall make the followinq findinqs
before qrantinq a \ariance:
1. That the granting of the variance will not constitute a grant of special
privilege inconsistent with the limitations on other properties classified in the
same district.
2. That the granting of the variance will not be detrimental to the public health,
safety or welfare, or materially injurious to properties or improvements in the
vicinity.
3. That the variance is warranted for one or more of the following reasons:
3.
4.
B.
tx.
a. The strict literal interpretation or enforcement of the specified
regulation would result in practical difficulty or unnecessary physical
hardship inconsistent with the objectives of this title.
b. There are exceptions or extraordinary circumstances or conditions
applicable to the same site of the variance that do not apply generally
to other properties in the same ane.
c. The strict interpretation or enforcement of the specified regulation
would deprive the applicant of privileges enjoyed by the owners of
other properties in the same district.
STAFF RECOMMENDATION
The Community Development Department recommends approval of the requested
variance from Sections 1 2-68-6, Setbacks, pursuant to Ch apter 12-17 , Variances, Vail Town
Code, to allow for a residential addition, located at 1 462 Aspen Grove Lane/Lot 1 1 , Block 2,
Lion's Ridge Subdivision Filing 4, subject to the criteria outlined in Section Vlll of this
memoranoum.
Should the Planning and Environmental Commission choose approve to the requesled
variances, the Department of Community Development recommends the Commission pass
the following motion:
"Based upon the review of the criteria outlined in Section Vlll of this memorandum, and the
evidence and testimony presented, the Planning and Environnental Commission finds:
1. That the granting of the variance will not constitute a grant of special privilege
inconsistent with the limitations on other prqertles c/assifred in the sane district.
2. That the granting of the variance will not be detrimental to the public health, safety
or welfare, or naterially injurious to properties or inprovements in the vicinity.
3. That the variance is warranted for one or rore of the following reasons.'
a. The strict literal interpretation or enforcement of the specified regulation
would result in practical difficulty or unnecessary physical hardship
inconsistent with the objectives of this title.
b. There are exceptions orextraordinary circumstances or conditions applicable
to the same site of the variance that do not apply generally to other
properties in the same zone.
c. The strict interpretation or enforcement of the specified regulation would
deprive the applicant of pivileges enjoyed by the owners of other propefties
in the same district.
ATTACHMENTS
A. Vicinity MapB. Reduced PlansC. Applicant's Request
Aftachment: A
Aftachment: B
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John M. Perkins, AIA
0O4Z E. Beover Creek Blvd
Chrinie Lodge Resori, Suite C 16
PO. Box 200/
Avon, Colorodo 81620
970.949 ?322
fc'x 970.9 4? .A629
Re:
April24, 2006
Matt Gennett
Town of Vail
Department of Community Development
75 South Frontage Road
Vail, CO 81657
Variance Application for Review by the Planning and Environmental
Commission - Lot 11, Blk. 2,Flg.4 Lion's Ridge Subdivision -
1462 Aspen Grove Lane
Dear Matt,
Please note the attached application for variance. The Gobecs have met with
you and George Ruther on separate occasions regarding their hopes of adding
A third garage bay. The request is as follows.
The specific variance requested is relief from the front setback regulation
12-8-6 (20 feet) for the additional third garage bay. The current garage, built
under Eagle County regulations, varies from 16'to 5'from the front (north)
property line. The site has a "saddle" topographic feature that falls steeply to the
south. The topography and the existing configuration of the existing structure
create practical difficulty in adding the garage bay.
A written statement addressing the following:
a. The relationship of the requested variance to other existing or potential
uses and structures in the vicinity is compatible with the residential
neighborhood of Aspen Grove Lane. A three car garage is a highly
desirable amenity in this high end area as it will remove one vehicle
from being parked in front of the current two car garage.
Page Two
April24, 2006
Matt Gennette
b. The degree to which relief from the strict or literal interpretation and
enforcement of the front yard setback regulation is necessary is
substantial. The subject property was allowed to build the existing
two (2) car garage within 5'-0" from the front (north) property line in
198'l under Eagle County zoning. lt is presumed that a front setback
variance must have been granted at that time. The new garage bay
proposed will offset from the northeast corner 3'-6" and extend easterly
for 12'. The resultant new corner will be approximately 5'-0" from the
north property line. This is the only location and strategy for the
additionalgarage bay.
c. The granting of the requested variance will have no effect on light and
air, distribution of population, transportation, traffic facilities, utilities
and public safety.
d. The request complies with adopted Town of Vail planning policies and
development objectives in that it removes one vehicle from the
streetscape as viewed by adjacent properties.
lf you request any additional information, please don't hesitate to call me at
949-9322.
Thank you for your consideration.
lly subm
hn M. Perkins, AIA
JMP Architects, Inc.
jmp/kk
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the
Town of Vail will hold a public hearing in accordance with section 12-3-6, Vail Town
Code, on May 22,2006, at 2:00 pm in the Town of Vail Municipal Building, in
consideration of:
A request for a variance from Section 12-6D-9, Site Coverage, pursuant to Chapter 12-
17, Variances, Vail Town Code, to allow for a residential addition, located at'l 100
Hornsilver Circleilot 7, Block 1, Vail Village Filing 8, and setting forth details in regard
thereto. (PEC06-0033)
Applicant: Phillip and Jennifer Maritz, represented by Fritzlen Pierce ArchitectsPlanner: Matt Gennett
A request for a final review of a variance, from Section 12-68-6, Setbacks, Vail Town
Code, pursuant to Chapter 12-17,Variances, to allow for a garage addition within the
front setback, located al 1462 Aspen Grove Lane/Lot 11, Block 2, Lion's Ridge
Subdivision Filing 4, and setting forth details in regard thereto. (PEC06-0034)
.\,,P
';$rr
Applicant:
Pla nner:
Matthew and Doris Gobec, represented by John M. Perkins, AIA
Matt Gennett
The applications and information about the proposals are available for public inspection
during office hours at the Town of Vail Community Development Department, 75 South
Frontage Road. The public is invited to attend project orientation and the site visits that
precede the public hearing in the Town of Vail Community Development Department.
Please call 970-479-2138 for additional information.
Sign language interpretation is available upon request, with 24-hour notification. Please
call 970-479-2356, Telephone for the Hearing lmpaired, for information.
Published May 5, 2006, in the Vail Daily.
APR, 24, 2006 l0:09AMl
--,?
STEIVARI TITLE 1,10. i039-P,
No. Pages t t
(to follow): 4
rste\ffffirt,) ' title of vail
ro, ,K4/( /P Fromr Metanie Lang
n,r,. 4/e4/AG
Fax Number:
Comments:
97 Main St, Ste W-201, Edwards, CO 91632
P.O" Bor 2000, Vail, CO gf 65g
Phone: 97 0-926-0230 F ax: gj 0-926_0235
APR,24,2006 l0:09A[,] STE||ART TITLE N0.7039-P.
COMITIITMENI FOR TITLS INSURANCN
SCHEDULEA
t. Effcctive Dater April l2,ZW6 at I l:02 AM Order No.: 603?56lA2. Pollcy or'Policies To Be Istued:
(r) *i.r..1. or-#; Anount of Insurrnce
(b) A.LT.A, Loru
3' Thc ertate or intercst in lhe lrnd described or relbrred to in thir commitment rnd covcred herein lc:
Fee Simple
4' Title to tLb tr'ee Simple ?state 0r hterost in srld lrnd ls at the efiectlvc drte hereof veated inr
MATTHEW GOBEC and DORIS GOBEC
5. Ths lrnd referred to in this Commitmeut ic deccribed ac followr:
LOT ll,
BLOCK2,
UONS RIDGE SUBDIYISIONFILINC NO.4
According to the plat recorded August I, 1980 in Book 306 at page 4l l, as Reception No. 2027g4,
COUNTYOFEAGLE
STATEOF COLORADO.
Purported Addressl STATEMENT oFcHARcEs
1462 Aspen Orove [^ane Thesc charges are auc arra payable
Vail, Colorado 8 1657 before a Policy cln be iszuiai
FIEWANjITNI,E
GUARANTY COMPAI{Y Corn|I,imart _ Schcdulc AP|gclofl
APR, 24, 2006 10: 09A[1 SIEl|ART TITTE
COMIIIITMENT FOR TITLE INSURANCE
SCHEDUTEB-Sectton I
REQUIREMENTS
OrderNumbcr; 603756tA
The following are the requirements to bc complied with;
None; tlris rcport has becn prepared for iuformational purposcs only.
TIEWIRTTTIT.E
quARAlrrr coMP t{Y
Cournitmql - go1to6u6 6 I
PrSs I of I
N0,7039-P, 3-- -
Ord:rNnnber:603?561A
4PR,24.2006 10:09Alil SIE[iART TITLE
COMMnMENT FOR TmLE INST.,R dNCE
SCIIEDULE B-Secfion 2
EXCEPTIONS
Ordcr Number: 6037561A
TLe polcy or policier to be lssued will conteh cxceptionr to ttre following unlers the srrne rrc dirposed oftotlc satlsfrcdon of Oc Comprnyl
l' Rights pr claims of partics in posscssion, not shown by tha pubric records.
2. Eascmcnts, or clairns of easements, not showu by the publio records.
3' Discrcpanoics, conflicts in boun<lary lines, shortage in area, e,ncroachDrents, or any facts, which a
;rXH::*t and inspection of the premises wouft disclose, ano wtrict ,r" not shown by the public
4' Any lien' or right to a licn, for serrrices, labor or materiel hcretoforc or herpaftsr fumished, imposod bylaws and not shown by the public records. ;
5' Defccts, liens, erroumbranccs, advers€ clains or other matters, if any, crcatod first appearing in thcpublic records or attaohing subsequent to the eff.ectiv".0"" rt"l"c uiipio, to the date thc propoeod
;*#Jffff of record for varue rre esrate or interesi-oi;;;;;" thcncon cove,rod by this
0'
!, neatgtea mining slairns, res€rvations or exceptions in patcnts, or an act authorizing the issuanccthercof; water ritltS, clairrs or title to watcr.
7' A*y and all unpaid taxos and asses$nents and any unredcsmed ta( salcs.
E' The effcct ofinclusiols in anJ general or qpecific water conssrvancy, firc protection, soil conservationor other district or inclusion ur any water eenrice or street imp-"*rert
"ri".9' Rescrvations or exceptions contained in u.s. Patents, or in Aots authoriring the issuancc thercof,recorded August l6 1909 il.Book 48 at Page 542 rcserving l) Rjd;;f d proprieror of a vcin orlodo to cx$agt and rernove his ore therefrod *a-21 ,igt t, of way for ditches and canals constuctedunder thc authority of the United States.
l0' Rescrvations or otceptions in Patents, or in Acts authorizing the issuance thsreof, incl'ding thereec'rvation of a right of way for ditches or canals constructed by the authority of thc unitcd ststes, as
ffif in unired srarcs parent r.corded Jury 27, r 979 in Booi 2ii;; p;;; 886, as Reccption No.
1l' Protestivc covenauts rocorded scpt€rnbcr 20, lglzin Book 225 atpagc 443as Rcception No .l2l2lgand instumentrecordedseptcrnber 29, 197?'inBook225 atpage565 as ReccptionNo. 121341 arrdthc Amendment rccordcd iri Boot zli at ragc ii u neception No, 12g943 and in Declaration
,*fffiT Book 300 at Page 758 as Rccept"ionNo. l971iz and rerecordcd in Book 301 at page 415
aUA*^I{T' coMpANy ordcr Nqnb.n @l?s6rA
Comfiiftnr -Schcdulc B Zfr& I ofz
APR. 24. 2006 10: lOAM STEIiIART TITLI
S|MTAnfTTTLE
OUARANTYCOMPAI{Y
Conndmarr-Sch&uteB2
Prgo 2 ol2
"-----+-'-il0, i03g-P,
as Rcception No. 197903.
12' All mattcrs shocm on the Plat rocordcd septcrnbcr 20, 1972 in Book 22 s atpaga 444as Reception No.t21219,.
l3' Dcclaration of Protoctive co"tanj:-t oordod August 3, 1980 in Book 306 at page 410 rs RocqtionNo' 202793, Amcndmcnt rocorded Novcnber za) ggoin Book 3!3 atpageg24 as Reocption No.210200, aud First Amcndcd aud R$tatad Declaration recordcd Jurt r, iggTin Book 4lg at pagc z3gas Roccption No' 315009, and Amendment recordcd August 15, 2000 as Rcceptioa No .736729 andSecond Amcndment rocordcd Scptcmbcr 14,znl as Rieption N o. 76730g,.
I 4' Easenrents rnd right of way-g:anted to Holy closs_E-lectric Ase ociation, Inc., recorded August 20,1979 in Book 289 at page 98-9 as Rcception No. lg63g9, and also in instume,nt recorded Augusl 14,1980 in Book 306 at page 899 as Receprion No. 203282.
15' Easeneht gant€d to Vallcy Associatcs, Ltd., recorded March lg, lgg0 in Book 300 at pagc 2g0 asReccptionNo. 196679.
16' Agrecment between Teyuel Environnrental Land compauy ar:d Mountain states Tclephone andTclcgraph company providing for Telephone iD$al_a!g! ioa *.*i."-n*u!ilout Lion,e Ri goSubdivisio4 Filing No. 2 recoraled ScpieurU"r iZ, 1973 in Book 231 at page 29t as Rcccptior No.l27l6l.
17' All urettars shown on thellat oflion's Rid,ge Subdivision Filing No. 4, reoorded August l, l9g0 inBook 306 at pasc 4l I as Reception No . ZO;i;;.-
-
18. Any and all assessmcnts or €xpenses which may be duc and payabre to Lions Ridgo Filing aAssociation.
0t{cr N161p6 6937561tr
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STRUCTURAL CALCULATIONS
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pro ject
GARAGE FOR OLEBAUM RESIDENCE
locotion
VAIL, COLORADO
LOAD S:
Roof Live Lood
Roof Deod Lood
Seismic Tone 1
Wind 70 mph, Exposure "8"
Job No, 9O-O32
Structurol
Reseorch
Compony
North 4107 Ello Rood
Spokone, Woshington 99212
(soe) s28-0e57
8O psf
20 psf
t t .t..
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ii .: i
.,.:',t.;)i
.:. t'.t-.2'
Poge 1of
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June 9, 1990
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STRUCTURAL CALCULATIONS
GARAGE ICR
pro ject
CLEB AIJ M
locotion
RESIDTNCT
VAIL, CCLCRADO
June 9, 1990
LOADS:
Roof Live Lood
Roof Deod Lood
Seismic Zone 1
Wind 70 mph, Exposure "8"
Job No. 90-032
Stru ctu rol
Reseorch
Compony
B0 psf
20 psf
Poge 1 of 75
North 4107 Ello Rood
Spokone, Woshington 99212
(soe) e28-0e57
ffii-s
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n rn iar^ +
qtn trJtul_
* See body of engineering report for further detoils.
Pano'-Y"
1
5
to
zv
29
Sheet 2 of 75
Stru ctu rol
Reseorch
Compony
North 4107 Ello Rood
Spokone, Woshington 99212
(sos) e2B-0e57
INDEX TO ENGINEERING REPORT
OLTBAUM RE NCE GARAGE
Description
GENTRAL STRUCTURAL NOTES
DTTAILS +
FOUNDATION DESIGN
UPPER FLOOR FRAMING
ROOF FRAN/ING
AVALANCHE DESIGN
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GENERAL STRUCTURAL NOTES
GENERAL
This project is to conform to the 1985 Edition of the Uniform Building Code (UBC). Use details
mark'ed itypical" wherever they apply. Verify all dimensions at the job-site. Th'ese cdlculations are
for the log-work and conventidnal ir"aming iri the engineering repoit only. Conventional framing
incidental to the project and appurtenancCs such as chimneys are by others and are not covered in
these calculation's. Srrucrurdt Research Company sssumes no responsibility for items not
covered in this engincering report.
DESIGNLOADS
Roof Live Load = 80 psf
Roof Dead Load = 25 psf
Floor Live Load = a0 irsf
Floor Dead Load = 15 psf
SOILAND FOUNDATION
Footing bearing pressures are limited to 3000 psf, per soils report date-d May_ 1.4, t982... Footings
aroundthe peririreter or in unheated areas ar-e to-bear a minimum of 4'-0" below finished grade
unless othenvise noted on the plans. Bacldill under slabs is to consist of granular soil material
which is to be placed in small lifts and compacted as necessary to prevent settlement of the slabs.
Compaction sliall be to 90Vo of the Modified Proctor dry dehsity. Compact soil under footings
wherb the soil has been disturbed during digging.
CONCRETE
To attain a minimum 28 dav compressive strength of 3000 psi. No additions to the mix are to be
added at the iob site except'with the permissionlf the Struciural Engineer. Batches which are not
wottiUie or iie otherwisi unacceptable are to be returned to the retdy-mix plant. Ng sal6 of any
kind are to be added to the conciete. Concrete is to be thoroughly consolidated with vibrators.
Concrete is to Ui placed and cured in accordance with the Uniform Building Code. Concrete shall
be mix designed fbr high durability and watertightness.
REINFORCING STEEL
Use defo.med bars conforming to ASTM 4615 Grade 60 except #3 bars, stirrups,-tie-s.,-andfield
bent dowels which shali be Cia"aJ+0.-provide flat sheets of weliled wire fabric-6 x 6, W2.9 x W2.9
wwr in slabs on grade. Bars are to be.secuJely tied in.place and provided wiJh:gl,qre^f !9y:11:wwl< rn slabs on graoe. bars are Io De securely treq rn.Pracc i{lu PIUYrutu wrrrr r,uur,rsre wv!
shown on the plani or is ioito*s: Footings, 3" from soili formed cbncrete against sfil, 2]'; columns
"-l x."'-. -t'77iij.+r.l nn insidc fon""if wells ?/4i' steel on outside lace of walls. 1 1/2";i"i'b-ri-ritili"ilz ;-iti"i on insiai-riii<if walls, 3/4\ steel on outside Tace of walls, I 1/2";
Structural slab top steel,3/4";
STRUCTURAL STEEL
Uir.ettin"o"s connection plates are to conform to ASTM A36 with a minimum yield strength (Fy)
= 36 ksi. Steet is to u" iu'U"i.uiJa u-nOliiii"O i";;cor;*aC *ittt UgC Standard 27-2. Bo[s are io
contb.m to ASTM ruOi untisj ottrerwise shown on the plans. Welding is to be performed by AWS
Certified Welders using E70XX electrodes.
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Logs: Log framing is to be Lodgepole pine Wall Log 40 grade or better.
Spikine: Log spikes called out on the plans or in the calculations are to be 3/8" x 10" spikes.^ S6e Atp-ini: Los Homes tvpical deiails for more information.
Las Boltinsi lae s6rews are li called out in the engineering report and on the drawings are- to be icrew5O into pre-drilled holes. Do not hsmrner lagi screws. Use hardened steel
washers with lag screws.
Sawn Lumber: UseEem-Fir Number 2 and better by Western Wood Products
Association Gradine rules. Lumber is to have-a maximum moisture content of. 16%.
A1] ioists are to hav! solid 2 x nominal blocking at all bearing walls and over beams. 2 x
12 jbists shall have solid blocking or x-bridging al intervals not to exceed 8' o.c'
Plywood: C-D Interior APA with exierior glue] ti-ickness and structural index as shown on- - -'ih;oft; oi ir tt" ensineerins tepori. Structural oriented strand wafer board with
eooiiAent span ratins ilrav be iubstituteO for plywood. Thickness shown on plans may
bd reduced i/32 orotrideti the span rating is not reduced.
ttailine: AJ shown on'the Oii*ingJbi according to Table !5-a g.nd- other-applicable sections of---._-diuit.r
ZS, UgC. Muttipte h?aders and led'gers are to be nailed.togethei with 16d nails at 6"
o.c. itaeserbd (2 nails pei foot). All nails are to be "common'nails'
Heaaiii: n?aO-;;hitt b"';"ai"tiout on the plans or a minimum size for bearing walls of---(ZlZx
10 or (1) 4 x 10. Non-bearing walls,hinimum (?)Zf8 or (1) 4 x 8' .
Bearihi studs unilir headers: Use studs as called for on the plans with a minimum of one
biaring stud and one full-height stud at all headers.
ffardware;'aU-trara*ire to Ue "Si'mpson" or approved equal. Fasten per manufacturer's
recommendations.
Glu-Lam beams: A11 elue laminated beams to be produced in accordance with AITC 103-- - 70 and pS 56-73. "F;b;iCaioi to piovide AITC certification marks on beams. All glu-
lam beams to be grade combinatfon 22F-V8'
froprieiarv-FioOuctiJ--tJl{ ara'-M=L U"atns are as manufactured by Trus Joist
^ ^""^i;;,i'd;;fr;i;;,Idai;: ll-=riiuoat ioiMi.-=rum (R) beams grade 2'0E'
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NOIES (for thb dctoil)
10" concrete woll on (:) siaes ot
9o ro9 e.
Verticol reinforcement: f 5 bors
@ 9" o.c. 1 1/2" cleor "of outsidefoce. fnside foce steel f 4 @ 2{ o.c.
reinf orcement: #
outside foce ond 'ff
inside foce. lnside
b slob
4 bors @5 bors @
foce bors
See detoil2
spocing
1 1/t ctear
@
@
@
@
@ f ootinq with
f 3 [ronsverse
Horizontol
t6 0.c.
I z o.c.to hook into odjoining woll.
ff + x 1'-6' dowets @os verticol woll steel.
2'-0" wide x 12f thick(3)#5continuousond
@ 2{ o.c.
some
.^. 1-O
(ry9# sil @ 18' o.c.
6" slob for 4'-0" from grid. 4l slobelsewhere, Reinforce slob with 6 x 6,W 2,9 x W 2.9 WWF.
3" cleor
SECTION THROUGH WALL OF GARAGE
OEL_WALL
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NOTES
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ICAL CORNER
OEL_CRNR
(for thia dctoll)
fr 4 corner bors with 4'-d' legs @ 18"
cleor of outside foce,
1 1//'
# 5 @ 12" o.c. 1 'l/2" cleor of inside foce. Hook
bors 1'-0" os shown.
f; 4 verticol bors in corner.
See detoil 1 for other verticol steel reouirements.
BAR DFIAIL
Sco le
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NOTES (for this detoil)
CG) ruu" column; see plons for size,
(nb cot,tn width
(fr}) 1/t ptote with 5/8" x ld\-/ onchor bolts.
6,} See plons for size ond\L7 reinforcement of woll.
/@
f r/t trptcot /
=:E:l
I rlT tfptcot fr-F]Fll+' -t-corumn ondU...j:.LJ onchor boltE
'2,$$lg**u,*^-v P|AN V|EW.^'(Iry
ffio
TYPICAL COLUMN BASE CONNECTION OOEffiIL
Drrsccwl NO SCALE
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NOTES (for thb dotoll)
@
@
@
Thickness os colled out on the
foundotion plon.
Width qs colled out on the
foundotion plon,
Reinforcemont os colled
out on tho foundotion
plon (mlnimun (2) # 4.)
CN?) Beorine wotl.
2 x treoted plote with 5/8"C
onchor bolts @ 4S o.c,
unless closer spocing is
collod for elsewhere,
Concrote slob. +s-
Q
TYPICAL DFTAIL AT INTERIOR BEARING WALL
DETWWTSF NO SCALE
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NOTES
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(for thla dotoil)
Tube column; see plons for size. (t tB) sr" column isolotion detoil onv sheet 51.
Column width + 3" or os shown
on column schedule.
(4) 3/{ x 10" onchor bolts.
See foundotion plon for size ond
reinforcoment of footinq.
CG) con"t.te slob on grode.
VIEW
TYPICAL COLUMN BASE CONNECTION
DETSCCF2
Column sizo Plote thickness
,frTS3x3 1Ts31/2x31/2 1TS4x4 5TSSxS 3TS6xO 3
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NOTES (for this detoil
column widtht Cr.rD rruu column;
@l(f"
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WscJ, Ae[",(O fi.ll ''':f r I'o*r' on 1i'i;;rfp
ons for size.
froming plon for beom siza.
=
TYPICAL BEAM TO COLUMN CONNECTION
DETGBSCM NO SCALE
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7'H/? Del>tU /*4A-/
@aerr/E/z- aaL4mN
aF f,ET,UW
F€ U*z
/M L/€4
NOTES (for this detoil)
G) rruu cotumn; see plons for slze.
1/+' bonl "U' ploto wcldod lo 1/2"
pfoto. Extend 1/2' plota bo;ond
oithor 'U' plote or column (whlchevcr
ls greoter) by 1/2'.
@ s"u froming plon for beom size.
@ tzl J/4"0 botts.
NO SCALE
2'
3-
4'
TYPICAL BEAM TO COLUMN CONNECTION
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14"
NOTE5
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(for ihla dotoll)
Tubo column; see plons for size.
1/{ benl "u" plote wilh (2) 3/aio
bolts.
See froming plon for beom size.
TYPICAL BFAM TO COLUMN CONNECTION
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NOTE: Roof connections should be sinilar to details 9, 1o,and Ll herein. Use a aletaii ii[" rr for light loads (under3o0o pounds) and details like 9 and 10 ror fieaviei toaaings.
DaTCbGbA
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NOTES
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(for thla dotoll)
3/4'6 lhrough bolts, typlcol._
Overslze holes ln bsomE 1,/4'.
@'r" beom soot from 1,/4" ploto.
"f' scddle from 1rl4' ploto. Moko
aoddla 1/2' longer thon thc bcom
6 1/2'boing connected.
t
3"
4'
/2'3/16
PLAN VIEW
ET"EVA'IION
| ' = 1'-o'
TYPICAL BEAM-TO-BEAM CONNECTION
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NOTE: Roof connections should be siniLar to details 9, LO,and 11 herein. Use a detait like tl for llght loails (under3000 pounds) and details like 9 and 10 for freavlei toadings.
l-
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NOIES
@
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(for thla dotoll)
3/4a lhrough bolts, typicol.
Oversize holes in beoms 1/4'.
"l-f beom seot from 1/{ ploto.
"l " soddle trom 1 / ai plola. Moks
soddle 1/t longer thon the beom
being connected.
1 1/t't
beom
width
PI-AN VIEII
TYPICAL BEAM-TO-BFAM
DETGBGB2
t
J
q
1/t
3/16
_ELEyArl9!-
CONNECTION
t+
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NOTE: Roof connections should be sirnilar to details 9 , IO,
I and 1l- herein. Use a detail like Ll for light loads (under
l- 3O0o pounds) and details like 9 and 1O for heavier loadings.
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NOTES (for thlt dototl)
( ttt ) Wood beoms. Soe froming plons for size.
( )engtu 4 x 4 x 1/+ x o'-s'.
(I') 3/4"0 through bolts with flot woshors on tho wood sido.
TYPICAL BEAM-TO-BEAM CONNESflON
DETGBGBl NO SCALE
t5
12" xt
ond (2)
detoil 3.
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7-fr Slob 6" tnick for 4'-d, three sides of goroge.\v
12" wide x 8" oier of bottom of slob. lnset
woll to oliqn with foce of loos obove. TS 55/8"6 onihor bolts. Reinforie this pier ondof the goroge with (4) f 5 bors vertlcol ond
Piers ore to extend to the footing below. #woll to form the equivolent of o 12" squore
Footing 4'-0" squore x lt deep wittr (5) fS cleor of bottom.@
@
@
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oier of bottom of slob. 4 x 4 x 1,/4 column with5/8'o x 12" onchor bolts similor to 'bose plote style
fuJ^/O^T/oMOerz.-r'L
NOIES FOR FOUNDAT]ON
A//rl ia.A4,L 6- f'fo4'AF'^J;E:
Lr-r--=---j.' 't 4 t' ^/
FouNDATIoN $tiff ,/6 : t -u
bose plote
on
pier into. 10' concrete
x 5 x 1/4 column with
the one ot the front
f 3 ties @ '12" o.c.3 ties extend into
pier.
5 bors eoch woy
?/,!'o
till
till
rill
tillpll:#1-9
r_:---:--
iirr--
Hii
Ltlrr"or."luinforced
with (4) f 5 bors verticol ond f J ties
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fu/rtoa77pv/ga' fr*t/r/:4,g.le.
fuz.tt*/ € e,a'/Fe of aae:
P+ozxz.I Bbtzrgh = 7. I x'L 1- /4.G 't_ /./*Z '- fuL'
A@,tn , L:/o/ /#r5 4*4'4
fuu, l.r' &1 t /.€ f+ /x4x /f
p/€-A', /8'6 x. i' ll/ = .&?
w.r NA4J_:
C.az-tr/ry 7a =4-^6 e PF-
,h/At/- (Z/ ka'+
dre 5- *,rcP.
@ FrA
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Structural Rcsearch Company
t F00TrN6 EQUTLIBRIUTI
June 9, 1990
Name: COLU|4N AT CENTER 0F BARAEE
5ize, 4ft x 4ft x 12in deep
- INPUTS
PIER LGTH 1.50 PIER I,IDTH 1,50 PIER HGT 3.OOI soIL oPTH r.o@I GRAVITY LOADS
P Vert ical 30.80 P Horiz 0.00
I tJt Picr= l.Ol bit Footlng 2.40 hlt SoiI l.5r
I uJt Soiltdds .55 Soil React 35.?3 lltot Uplift 5.47
Mot O.A@ rest ?1.45 l'lPier @.0O
r Toe Bng Prs 2.23 HeelBrg Prs 2.23I F.s. oT gss.00 F.s. stidc 9s9.00 F.s. uptift s99'00I
CONCRETE OESi6N
I MATERiAL
I f'c 2.5O fy 80.00
6RAVITY L0A0S,
I Uult 17-86 Mult ll.16 U factor 1.60
I Qutoe 3'5? Quheel 3.5? l"lpnov 35'53r Asreq O.OO As Prov f'53 Roqd/Prov O.OO
PROVIOED 5TEEL
Longitudinal Tnans ver s e
I Bot 5 -* 5 bans 5 -* 5 bars
I.IININUI.I STEEL
I Longitudinal
I |'|i n Steel .?6 Prov Steel f .53 llin/.Prov .49
Tnansvoras
Min Steel .?6 Prov Steel 1.53 Hin/Prov .49
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I INPUT'DATA
h
Stnuctural Research Conpany
BASENENT TJALL oESIGN fcz
3.OO fy
LA0 cover
nam€: BACK UIALL 0F GARAGE ( 6RID I )
60.0A H r^rall L?.OO
1 .50 H soi I 12 .00
5. 54
I Equiv Fluid Pressure 50,0
I ANALYSIS RESULTS
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Rtop L.20 Rbot ?.4@ Mnax
I Uu max 4.OB Uc 6.98
r REQUIRED STEEL! REo VERT srEEL HIN vERTIcAL ErN H0RIZ0NTAL
!::_:::_-:::::::__-_::l_ll___:ltr____:::_t_-_to-ll "o
3 5 3 1l 3 7
46421 413
5 I 5 3? s r9
8t2646628
PROVIDED STEEL
UERT I CAL HORI ZONTAL
bar no. spacrng bar no, spactng
5 I 5 18I oEsIcN sulrr,rARY
I l'lu l'lu prov As req As prov rcq/pnov
Vertical 9.42 10.76 .4Q .41 '97I l'lin Uert .LZ .4L .28
I flin Horlz .19 .21 '93
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In"l :
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FLooR FMM,,16 kHir-:J'
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NOTES FOR FLOOR FR.{MING.^.(!!) .toirt honger, typicot.
2 x.12 ledger. Let-into log woll to 1' minimumbeoring on logs. _Fosten to-woll wilh (2) l/2"0x 8" log screws @ J2 o,c.
2 x 12 ledger of non-beorinq edqe
3 j"rq ::l: with poirs of 1/2"o x-d'
tJop :, Ft-ooF- A /c,'fl/F4'-rr;'rt/to/@ 6uz>L @e-> 4/.-/Za<,/oA,
T
6.6
of floor. Fosten
log screws
-2/4'7-€a qLYN&
/D" 2e,
FrooF-.-FR*rc//s oa-/6ar7
GA{<AGc7 4a,?rz b-6-/a =I
DISIGN SUMMARY
Mork Description Geom etry
t5/4o & Loods
R eferen ce
P oge( s)
'Use
JL Ft&t,/O/=.T3 L.IL f2 t/Va" 71r/6a/b2.
62 F/-az- Bxta1 L =12- 7ln= /2^re#4=L k)/V+x/4
HZ l/^re<L-4t7p=4'F5d,1a /z) zx tL,
H4 7/6*sg L =-G P!'uttz rzd,g tz) l7+xX/zH4-
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Structural Research company
SIMPLE BEAM ANALYSIS
Nane: Floor Joists J1 :
Date: June 6, L99o
l".ur Lensth
X Left SuPPort
llength
Left Cant
li8:o ""' "lg[
= l-2 .00
0.00
0 .00
LEFT LEFT
MAG TRTB
Length Main SPan
X Right suPPort
Length Right Cant
BEAII LOADS
RIGHT RTGHT RIGHT
MAG TRIB X
LEFT
X
fz-
12.00
t-2. 00
o.00
DESCRIPTION
ti ?l
1""*"t
lu"in
t
unifunif
r,2 .000
-90.00
-240.00
-330.00
11
Type DistDL unif
L5.00 1".00 0 .00 15.00
40.00 1. 00 0.00 40. o0
UEI'{BER LOADS
L.00 12.00 floor load
l-.Oo 12.00 floor load
Length LOADS:i end j end
mag
15. 00
x
o.00
0.00
mag xr-s.00 12.0040.00 12.00
-REACTIONS: Load Cornb Left RiqhtI DL 9o-oo 9o'oot LL 24o.oo 240-oo
DL + LL 330-00 330.oo
I lternber -
3 60 /24O 24o /L9O
lconb vmax xvmax ltnax xMmax Ymax xYmax EI reqd EI reqd
lli'"
LL unif 40.00
ANALYSIS RESULTS
269 .97 6.00
7L9.93 6.00
989.90 6 .00
lbt6 '''r"i;;i:;,')
t tt /r,
-4050 6.00 1l-!€ 8-75
-LO7ss 6. OO c-46.65) 3l- .10
-t4l4s 6.oo fd2;76 32-07//C>e z_o1
T= 281 ol/'
L2.00
12 .00
12.00
TJT/z€ C lU'o.,
2b
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I F7Structural Research Cornpany
STMPLE BEAI4 ANALYSIS
I Design Name: Floor Bean 82Date: June 6, 1-990
I Bean Length = L2.00 Length Main Span L2.00
X Left Support 0.00 X Right Support = 12.00
- Length Left Cant O.00 Length Right Cant = 0.0o
I BEAM LOADS
I r,oap tvpr How LEFT LEFT LEFT RrcHT RrcHT RrcHT DEscRrPTroN
I Ho. Drsr MAG TRrB x MAG TRrB x
I L DL unif 20.00 L2.00 0.00 20.00 L2.00 L2.00 floor load
I 2 LL unif 40.00 12.00 0.00 40.00 12.00 Lz.oo floor load
MEMBER LOADS
I ""*.r Length LoADS:i end j end
I Main 12.000 TYpe Dist Inaq x nag x
I DL unif 24o.oo o. oo 24o -oo 1-2.00
LL unif 480 .00 0.00 480.00 12.00
I ANALYSIS RESULTS
REACTIONS: Load Comb Left Right
DL 1440.00 1440 .00
LL 2880. 00 2880.00
DL + LL 4320.00 4320.OO
I Member 360/240 2AO/L9O
I ConU Vnax xvmax Mmax xlttmax Ymax xYmax EI reqd EI regd
I
- Main
Ipr, -l-44o.oo 12.00 43i.9.s7 6.00 -64793 6.00 186.61 139.95
Ir-r- -2890.00 L2.OO 5639.),4 6.00 -L29587 6.00 559.82 373.2L
DL + LL -4320.00 L2.OO L2958.70 6.OO -194380 6.00 559.82 419.86
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WOOD BEAM/COLUMN DESIGN
I Name: Fi.oor Beam 82r Srze: -#=-i5-
Type: Micro=Lam 2.O E Beam 6z) li,4*14
IGEOMETRYKlx L2-00 Kly = 1.00 b = .#5e- h = L4.00
lsEcTroN PRoPERTTESr A = 24.50 s = 57.L7 r = 4oo.)'7
loverstress = 1.03 Duration Fact = 1.00 L.L. Defl L/36O T'L. Defl L/24Or
FORCES:
lvnax=-432o.ooPo.o0ltInax=L2958.70Ireq=279.9LI STRESSESFv = 285.00 Fvprine= 285.00 fv 264.49
r Fb = 2800.00 Fbprine= 2752.45 fb = 2720.1-9
I Fc1 = 27OO.Ao Fcprirne= 88.61 fa o.o0r OTHER
1,,/d max= 82.29 K : L8.26 J L. OO col .type = Long
I stness AND DEFLEcTToN SUMMARY
t Description fv/?v fa/Fa + fb/Fb = cSR Ynax L
(1.) 2 x 15 0.93 0.o0 0.99 0-99 O-42 343
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I Structural Research Company
SIMPLE BEAIi,I ANALYSIS
I Design Name: Header H2Date: June 6, 1990
I Bean Length 4.00 Length Main Span 4.00
- X Left Support = O.O0 X Right Support 4.00
- Length Left Cant = 0.00 Length Right Cant = 0.00
I BEAM LoADS
I LOAD TYPE HOW LEFT LEFT LEFT RIGHT RIGHT RIGHT DESCRIPTION
I NO. DrST IIAG TRIB X II{AG TRIB X
I L DL unif 20.oo 9.oo 0.00 20.00 9.00 4.oo stair & landing load
I z LL unif 40.oo 9.oo o.oo 40.oo 9.oo 4.00 stair & landing load
MEMBER LOADS
(5
I ""*". tength LoADs:i end j end
I Main 4.000 Type Dist nag x mag x
f DL unif 18o.oo o.oo L8o.oo 4-oo
LL unif 360.00 0.00 360.00 4.OO
I ANALYSIS RESULTS!
REACTIONS: Load Comb Left Right
T
DL
LL
360.00 360.00720.OO 720.OO
DL + LL L080.00 L080.oo
11 Mernber 360/240 24O/L8o
I ConU Vnax xvmax Mmax xMmax Ymax xYnax EI regd EI regd
MainI or -360. oo 4. oo 3Eg.gG 2.00 -Goo 2. oo 5.18 3.89I r.r, -72o.oo 4. oo 7Ls.g3 2.oo -r2oo 2. oo 15.55 Lo.37
DL + LL -L080.00 4.00 l-080.00 2.oo -1800 2.00 L5.55 LL.66
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l wooD BEAI.{/COLUMN DESIGN (ra
I Name: Heaiter H2r Size: (2) 2 x tzType: # 2 tten-fir--Beam
I GEOMETRyKIx 4.00 K1y = l-.00 b = 3.000 h = LL.25
I SECTTON PRoPERTTES
-A=33.75s=63.28r=355.96
loverstress = 1.03 Duration Fact = 1.Oo L.L. Defl L/36o T.L. Defl L/24O
!
FORCES:
I vmax = -l-o80.00 P 0.00 Mrnax = 1o8o.00 Ireq = LL. LLI srRnssnsFv = 75.00 Fvprine= 75.oO fv 48.00
- Fb = l-000.00 Fbprine= L000.00 fb = 2O4.8O
I Fc1 = 875.O0 Fcprirne= 838.17 fa = 0.00r OTHER l/d rnax: 16.00 K = 26.84 J = o.32 co1 .type = Intermed.
I stRnss AND DEFLECTION SIJMMARY
I Description fv/Fv fa/Fa + fb/Fb = cSR Ymax L
(2) 2 x L2 0.64 O.OO 0.20 0-20 0.01 7691
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SIMPLE BEAM ANALYSIS
- Design Name: Header H3Date: June 6, 1"990
! Bean Length 6.00 Lenqth Itlain Span = 6.00
X Left Support = 0.00 X Right Support 6.00
I Length Left Cant = O.OO Length Right Cant = 0.00
I BEAM LOADS
I r-,oen rven How LEFT LEFT LEFT RrcHT RrcHT RrcHT DEscRrPTroNr No. Drsr MAG TRrB x I'{Ac rRrB x
"l/r?
I r. DL unif 2o.oo 2.oo o.oo 20.00 2.00 6.00 trib load
I 2 LL unif 4o.oo 2.Oo o.oo 40.oo 2.0o 6-00 trib load
3 DL unif 360.OO 1.OO 3.OO 360.00 L.00 6.00 from header H2
- 4 LL unif 720.OO 1.OO 3.OO 720.OO 1.OO 6.00 from header H2
T MEMBER LOADS
I =g::------:::::l------::T::
i end j end
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Main 6.000 TYPe Dist Inag x maq x
DL unif 40.00 0.00 40.00 6.00
LL unif Bo . o0 0.00 80. 00 6.00
DL unif 360. o0 3 .00 360.00 6. 00
LL unif 720.oo 3 -00 720.OO 6.00
ANALYSIS RESULTS
I nfactfoHs: Load cornb Left Right
I DL 39o.oo 930-oo
LL 780.00 1860.00
r DL + LL 1170.00 279O.Oo
I laenber 360/240 240/IeOt a;rb Vmax xvmax Mmax xMmax Ynax xYmax EI reqd EI reqd
-37a9 3.2L 2r.42 L6.O7
-7438 3.21 64.27 42.85
-L1.158 3.21, 64.27 48.20
I uui.! nl -93o.oo 6.00 Lo77.43 3.66
LL -1860.00 6.00 21,54.87 3.66
I DL + LL -2790.OO 6.00 3232.30 3.66
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II'OOD BEAM,/COLUMN DESIGN
I Narne: Heaoer H3 7-.,\- size: w- LZ )19/ay4)1Type: Micro=Lam 2.0 E Be-an - \ '/ <r-
Fs,
I GEOMETRYKlx6-00KrY=1.oob=1.75oh=e'So
l ru"rro* PR'PERTTE'r A = L6.63 s : 26.32 r = 1-25.03
IOverstress = L.o3 Duration Fact = L.Oo L.L. Defl L/36O T.L. DefI L/24o
I
FORCES:
I Vmax = -27go.oo P = 0.00 Mmax = 3232.30 lreg = 32.L3
I srnnssnsF'v 285.00 Fvprirne= 285.00 fv 25L.73
r Fb = 2800.00 Fbprine= 2800.00 fb = )'473.53
I or"r*a"l = 27OO-OO Pcprime= 354-45 fa o'oo
I/d nax= 4I .L4 K = Ia.26 J = l-.00 col.type = Long
I srnnss AND DEFtEcrroN stt!'IMARY
t Description fv/Ev fa/Fa + fb/Fb = eSR Ymax L
(1) 2 x 10 0.88 O.0O O-53 0.s3 0.08 933
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bt*ui bq<,'O.e4__ZE:
/,blA|: CeNNef ,a,/J- /</4)T/€/<3 To 8e4=
WrTH x/orcf lh/'/e<3
Nep Z: Sfru =iupOLE u/g.ae-p ra roF.PF 67e @Jr/,\/ FzxaAca'rc Forf
/+r E. pasp./ &15 n/C)fr'/
fu7= TD ru4f F&<- 6to?€ saT
fuA ///F feu'^fa.
Nqs 3: qa- b,uNeqa<s R+.//F€P,47
6Ebr7-TO- Fetl cap/&7a&\, OAra'/
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Erlz'a1o' fuv( @NexTfu'=er:y-7al4zf,
lz\2*lZr<1('
{-;ee,.raze,l
t"fYP.RooF FRAMIN' W=Ito
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DESIGN SUMMARY
Description Geometry lReference
& Loods I Poge(s)
7u1?2?B 2 4=l UZ
: l51o 1o
41t-/uaz @?--4,2€4o
t Structural Research Company
SIMPLE BEAM ANALYSIS
r Design Name: Conventional Rafters CRI-Date: June 5, 1990
! Bean Length 12.00 Length Main Span L2.00
X Left Support o.00 X Right Support L2.oo
l Length Left Cant 0.00 Length Right Cant - 0.00
r BEAI'I L'ADS
I r,oan rven How LEFT LEFT LEFT RrcHT RrcHT RrcHT DEscRrprroN
T NO. DTST MAG TRIB X MAG TRIB X
Ez-
I L DL unif 20. OO l-.00 0. OO 20. O0 1.00 l-2.00 roof load
I 2 LL unif 80. oo l-.00 o. oo 80.00 1.00 1-2.00 roof load
MEMBER LOADS
|
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Length LoADS:i end j end
I t'lain 12.000 Type Dist nag x maq x
I DL unif 20. oo o. oo 20. oo Lz-oo
LL unif 80.00 0 .00 80 .00 12.00
I ANALYSIS RESULTS
- REACTfONS: Load Conb Left RightI DL L2o.oo 12o.oot LL 48o. oo 48o. oo
DL + LL 600.00 600.00
I Menber 360/240 24O/L8O
I Coml Vmax xvmax Mmax xMmax Ymax xYmax EI regd EI regd
Iilit" -r.2o.oo i-2.00 3se.e6 6.00 -53ee 6.oo 15.5s r-1.66I LL -48O.OO 12.00 l-439.86 6.00 -21598 6.00 93.30 62.20
DL + LL -600. oo 1"2. oo 1799.82 6. O0 -26997 6.00 77 .75 58.31
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WOOD BEAM/COLUMN DESIGN
I Name: conventional Rafters CRLSize: 2xL2 G16tto.c.
- Type: #2Hen-Fir--Joist
I ceountnv
(h
K1x I2.OO Kly = 1.00 b = 1-500 h L1-25
I "u"rro* PR.PERTTE'
A = 16.88 S = 31'.64 f = L77.98
I o.,r.rrtress = r-.03 Duration Fact = 1.00 L.L. Deft L/24o r.L. Defl L/LB}
FORCES:
I vnax - -600.00 P = O.oO Mmax = 1'799.82 Ireq = 44.43
I STRESSES
Fv 75.OO Fvprirne= 75.OO fv = 7J'.LL
I Fb = 1150.00 Fbprine: 1150.00 fb 910.1-3
I FcI = 875.00 Fcprirne= 45.57 fa 0-00
OTHER
r 1,/d rnax= 96. OO K = 26.84 J L.00 col . type = Long
I srness AND DEFLEcTToN SIIMMARYt Description fv/Fv fa/Fa + fb/Fb - csR Ymax L
2 x 12 G 16" o.c. 0.95 o.oo o.79 o.79 o'25 576
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SIMPLE BEAI.,I ANALYSIS
- Design Narne: VaLley Beam V1-:Date: June 5, 1990
I Beam Length = 8.5O Length Main Span : 8.50
X L,eft Support = 0.00 X Right Support = 8.50
I Lenqth Left Cant 0.00 Length Right Cant : 0.00
I BEAM LOADS
I LOAD TYPE HOW LEFT LEFT LEFT RIGHT RIGHT RIGHT DESCRIPTION. NO. DIST MAG TRIB X IJIAG TRIB X
I 1 DL vary 20.oo L.OO o.oO 20.00 8.00 8.50 roof laod
t 2 LL vary 80.oo 1.oo o.oo 80.oo 8.oo 8.50 roof laod
MEMBER LOADS
|
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Length L.ADS:i end j end
I uain 8.500 Type Dist mag x mag x
I DL vary 20. oo 0.00 160.00 8-50
LL varv 80.00 0.00 640.00 8.50
I ellar,vsrs RESULT'
l REACTIONS: Load Comb Left Right
I DL 283.33 48L.67r LL 1133.31- 1926.69
DL + LL 74L6.64 2408.36
I Menber 360/240 24o/I8O
I Conl vnax xvmax l'[max xMmax ynax xYmax EI reqd EI reqd
r ilain
I pr, -48L.67 B.5o 821.95 4.76 -6089 4.38 24.76 t4.57
- LL -t926.69 B.5O 32gi.7g 4.76 -24357 4.38 148.55 99.03
- DL + LL -2408.36 8.50 4]-Og.74 4.76 -30446 4.38 L23.79 92.84
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wooD BEAM/COLIJMN DESTGN
I Narne: valley Beam vL:- size: (1) H*-- l4/4 x-liTbTvDe: Micro=Lan 2.O E Beam
I ""o""r*"Krx 8 .50 KrY = L. oo b 7 '75o h 1l- ' 88
I sEcTroN PROPERTIESA=20.78S=41.13 I=244.2L
f Overstress - L.O3 Duration Fact = 1,.00 L.L. Defl L/24O T.L. Defl L/L8O
FORCES:
I Vmax = -2408.36 P O.OO Unax 4109.74 Treg = 49'52
I STRESSES
Fv = 285.00 Fvprine= 285.00 fv = L73 '84
I Fb = 2800.00 Fbprine: 28OO - 00 fb = l-1-99 ' 06
I FcI = 27A!.AO Fcprine= L76.6L fa = o.o0_ OTHER
- 1,/d rnax= 58 .29 K = L8.26 J = 1' 00 co1 ' type = Long
I stRnsS AND DEFLECTION SIJMMARYI Description fv/tv fa/Fa + fb/Eb: CsR Ymax L
(L) 2 x L2 0.61 0.o0 0.43 0'43 0'11 e46
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I Structural Research Company
SIMPLE BEAI'{ ANALYSIS
r Design Name: Ridge Beam Rl :Date: June 5, 1990
I "..* Length L2.00
X Left Support : 0.00
lLength Left Cant : 0.00
I
I r,oao tven How LEFT LEFT LEFT RrcHT RrcHT RrcHT DnscRrprroN
I NO. DIST MAG TRIB X MAG TRIB X
(to
Length Main span : 9.00
X Right Support : 9.o0
Length Right Cant = 3.00
BEAM LOADS
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I 1 DL vary 20.00 L.00 0.00 20.00 6.00 9.00 roof load
I 2 LL vary 80.00 1.00 0.00 80.00 6.00 9.00 roof load
3 DL vary 20.00 6.00 9.00 20.00 6.00 l-2.0o roof load
r 4 LL vary 80.00 6.00 9.00 80.00 6.00 1-2.00 roof load
I MEMBER LOADS
I I:g::------:::::l------::T::i end j end
Main 9 .000 Type Dist Inag x mag x
DL vary 20.00 o. 00 L20. o0 9.00
LL vary 80.00 0 .00 480.00 9.00
- RightCant 3.000 Type Dist mag x mag x
I DL vary 120 .00 0 - 00 120 . 00 3 .00! LL vary 480.00 0.00 480.00 3 ' oo
ANALYSIS RESULTS
REACTIONS: Load Conb Left Right
I DL 24O.OO 750.00
I LL 959.99 3ooo. 02
- DL + LL 1199.99 37so.o2
Member 360/240 24O/l8O
I Cornt Vmax xvmax Mnax xMmax Ymax xYmax EI reqd EI reqdI -------
Main
I DL -39O.OO 9.OO 7L5.37 5.OO -5954 4.64 22.86 L7 -75
I tt -L560.01 9.00 29il..46 5.00 -238L7 4.64 L37.L9 9L.46
- or- + LL -L950.O2 9.OO 3576.83 5.OO -29772 4.64 IL4.32 A5-74
- Riqhtcant
I pl- 360.00 o.oo -534.59 o.oz 0 o-00 0.00 0-00! r.r. r.440. o0 o. oo -2138.35 o.o2 o 0. oo 0. 0o 0.00
DL + LL l_8oo.oo o.oo -2672.93 0.02 0 0.00 0.00 0.00
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I wooD BEAM/COLUMN DESIGNI ;#: ii:ffi1'" "".*
te/+ x tt,/u
l"ro""**"
et
Klx = 9.00 K1y L.00 b L.75o h 11.88
lru"rro" PR'PERTTEst A zo.78 s = 41.r-3 r = 244.2L
loverstress = L.o3 Duration Fact = 1.00 L.L. DefI L/24o T.L. Defl L/L}o
T
FORCES:
I Vmax = -L950.02 P = 0.00 Mnax = 3576.83 Ireq = 45-73
T STRESSESFv = 285.00 Fvprirne= 285.00 fv t4O-75
I Fb = 28O0.O0 Fbprirne= 2800.00 fb = L043.58
I FcI : 2700.00 Fcprirne= L57.54 fa = 0.00
-OTHER
1,/d max= 6I .71 K 1-8.26 J = L.00 col -type = Long
Istnnss- AND DEFLEcTToN sLnffARY
I Description fv/Fv fa/Fa + fb/Fb = CSR Ynax L
(L) 2 x L2 o.49 O.OO o.37 o-37 0.11 102s
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Structural Research Conpany
SIMPLE BEAM ANALYSIS
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Name: Val1eyDate: June 5,
Beam Length
X Left Support
Length Left Cant
Length Main Span
X Right Support
Length Right cant
BEAI',I LOADS
Beam V2
l_990
L7.OO
0.00
0.00
I LOAD TYPE HOWr No. DIST
LEFT T,EFT LEFT
MAG TRIB X
RIGHT RTGHT
MAG TRIB
RTGHT
x
(t
t7.oo
17. OO
0.00
DESCRIPTION
]. DL
2LL
3DL
4LL
5DL
6LL
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unif 20.oounif 80.00
conc 283.00
conc 1133.00conc 24O.OOconc 960.00
6 .00 0. o0
5. 00 0.00
1 .00 3.00L.00 3.00
1. OO 3 ,00l_.00 3.00
6 . 00 l_7 .00
6.00 17.00
t_.00 0.001.00 0.00
l-.00 0.00
1. 00 0.00
roof loadroof load
Beam VL- Beam Vl-
bean Rl-
beam Rl
j end
20.00
80.00
0.00
0.00
0.00
0. 00
MEMBER LOADS
Menber Length LOADS:i end
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Main
t
| *ro"tro*r,
17.000
Load Cornb
DL
LLDL+LL
Vmax xvmax
Type DistDL unif
LL unifDL conc
LL concDL conc
LL conc
Ina9
120.00
480.00
283.00
l_133.00
240 . OO
960.00
ANALYSTS RESULTS
x
0. o0
0.00
3. O0
3.00
3. OO
3.00
mag xr_20.00 17.00
480 .00 17.00
0. 00 0.00
0 .00 0 .00
o. oo o. oo
0 .00 0 .00
360/240 24o/le9
xYnax EI reqd EI reqdl t.*o.t
Conb
Left
1450.7J,
5803.65
7254.35
Mmax
Right
TLT2.29
4449.35
556L.65
xMmax Ymax
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Main
DL
LLDL+LL
1450.7L
5803.65
7254.35
0 .00
0. 00
0 .00
7.73
7.73
7 .73
-156988
-628002
-784990
5L32.37
20531_. l_0
25663 .47
8.33 3l-9.1-5 239.36
8.33 191-5.04 L276.69
8.33 1595.84 1196.88
3"7
I wooD BEAM/COLUMN DESTGN
I Name: valiey Beam VZ - |r size: 4+ffi* o/q XtlybType: Micro=Larn 2.0 E Bean
fst-l
I GEO}IETRYKlx l-7. o0 KIy L .00 b 5.250 h = LL.88
-'-I SECTION PROPERTTES
A = 62.34 S = L23.39 f = 732.62
fOverstress = 1.03 Duration Fact = L.00 L.L. DefI L/24O T.L. Defl L/L}O!
FORCES:
I vmax = 7254.35 P = 0.00 Mmax = 25663.47 lreq : 638.3s
T STRESSES
Fv 285.00 Fvprirne= 285.00 fv = L74.54
I Fb = 2800.00 Fbprine- 2800.00 fb = 2495.87
I FcI = 27OO.OO Fcprine- 397.38 fa 0.00
- OTHER
l/d nax- 38.86 K 18.26 J l-.00 col.type = Long
I srnnss'AND DEFLEcTToN sTJMMARY
t Description fv/Fv fa/Fa + fb/Fb - CSR Ymax L(3) 2 x L2 0.61_ 0. 00 0. 89 0. 89 0. 93 220
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WOOD BEAM/COLUMN DESTGN
I 51l:; I;il:v.H"." a,Lx\4'-\
Type: Micro=Larn 2.0 E Bearn I
I "uo*"t*"KIx L7.00 K1Y
I "u"rro" PR.PERTTE'- A 49.00 s
Lp
= 1.00 b
IOverstress = 1-.03 Duration Fact: L.00 L.L. DefI L/24O T.L. Defl L/L9O
I
FORCES:Vmax= 7254.35 P =
STRESSES
I o*""*
Fv = 285.00 Fvprine=
Fb : 2800.00 Fbprirne=
Fcl = 27OO.OA Fcprine=
L/d max= 58.29 K
I stnnss AND DEFLEcTToN SItMMARY
I Description fvlFv(2)2xL5 O.78
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= 114.33 I : 800.33
O.OO ltnax = 25663.47 lreq = 638-35
285.00 fv = 222.O7
2752.45 fb : 2693.54
L76.6L fa = 0-00
L8.26 J = 1".00 coI .tYPe = Long
fa/Fa + fb/Fb = CSR Ymax L
o. oo o. 98 0. 98 0.85 240
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I Structural Research Conpany
SIMPLE BEAM ANALYSIS
r Design Name: Valley Beam V3 Ltt
Date: June 5, L990
leeam Length 16.00 Length Main Span l-6.00
X Left Support 0.00 x Right Support = 16.00
ll-ength Left Cant 0.00 Lenqth Right Cant = 0.O0
I BEAM LOADS
I r,ono tven How LEFT LEFT LEFT RrGHT RrcHT RIGHT DEscRTPTIoNIHo. DIST MAG TRIB X MAG TRTB X
I L DL vary 20.OO 1-.OO o.oo 20.00 L1.00 L6.00 roof load
I 2 LL vary 80. Oo l-. oO o. Oo 80. 00 11. oo 1-5. 0o roof load
I{EIVIBER LOADS
|
""*"r Length LoADs:i end j end
Iuain L6.ooo Type oist mag x mag x
I DL vary 20.00 0.00 22O.OO 16' 00
LL varv 80.00 0.00 880.00 l-6.00
O"O""" RESULTSrAl
- REACTIONS: Load cornb Left Right
I DL 693.32 L226.68! LL 2'773 .28 4906.72
DL + LL 3466.60 6133.40
lMember 360/240 24O/L8O
I Corl Vmax xvmax 1tmax xllmax Ymax xYmax EI reqd EI reqd
lXit" -L226.68 16.00 38e0.6i. s.oz -Lo1eo6 8.24 22o.L2 16s.oer r-L -4906 .72 16 . oo i,5562 .44 g .o2 -407626 I .24 I32o .7L 88o .47
DL + LL -6133.40 16.00 19453.06 9.O2 -509532 8.24 11-00-59 825-44
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I wooD BEAM/COLUMN DESIGN
I Nane: Va1ley Beam v3! size: (2) Hy 6/ox tl76
Type: lticro=Lam 2.0 E Beam
0lq-
IGEOMETRYKIx l-6.00 K1y = L.00 b 3.500 h LL.88
lsEcTroN PRoPERTTES
A = 41-.56 $ = 82.26 I = 488.41-
loverstress = 1.03 Duration Fact = L.00 l.I. Defl L/24o T.L. Defl L/I}OI
FORCES:
I Vnax = -6133.40 P = 0.00 Mnax = 19453.06 freq = 440.24
I STRESSESFv = 285.00 Fvprime= 285.00 fv = 221 .36
I Fb = 280O.OO Fbprime= 2800.00 fb = 2a37.82
I Fcl = 27Oo.aa Fcprirne= 199.38 fa = 0.00
.OTHER
I/d max= 54.86 K = 18.26 J -- 1.00 col.type = Long
lstnnss AND DEFLEcTToN su,u{ARY
I Description fvlFv fa/Fa + fb/Fb = CSR Ynax L
(2) 2xL2 o.7a 0.00 L . 01 1 .01 0.90 2L3
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I Structural Research Conpany
SIMPLE BEAM ANALYSIS
I o."in' Name:
Date:
Bean Length
X Left Support
Length Left Cant
Beam R25, 1990
: L5.00
0. 00: 0.00
LEFT LEFT LEFT
MAG TRIB X
Length Main Span
X Right Support
Length Right Cant
BEAM LOADS
Ridge
June
L(
12.00
12.00
3.00
DESCRIPTION
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I r,oao rvpr How
I NO. DTST
RIGHT RIGHT
MAG TRIB
RIGHTv
V3
VJ
], DL2LL3DL4LL5DL6LL
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vary 20.00vary 80.00vary 20.00vary 80.00conc 693.00
conc 2773.Oo
1. O0 0.001.00 0.00
6 .00 12.006.00 L2.00
2 .00 t_ .00
2.OO 1.00
MEMBER
6.00 L2.006.00 12.00
6 .00 L5.006.00 15.00l_.00 0.001.00 0.00
roof loadroof loadroof loadroof load
va1ley bearnvalley beam
j end
20.00
80. 00
20.00
80. 00
0 .00
0. 00
LOADS
Member Length LOADS:i end
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Main 12 . 000
RightCant 3.000
Type DistDL varyLL varyDL concLL conc
Type Dist
DL varyLL vary
ma9
20. 00
80.00
L386. 00
5546 .00
nag
120. OO
480. 00
ANALYSIS RESULTS
x
0.00
0.00
1.00
1.00
x
0. o0
0. o0
mag x
120.00 12.00480.00 12.00
0. 00 0.00
0.00 0.00
ma9[ x
120.00 3 .00
480.00 3.00
360/24O 24O/LgO
xYnax EI reqd EI reqd
REACTIONS:
Mernber
Courb
Load Comb
DL
LL
DL+LL
Vnax xvnax
Left
1,590 .49
6363.81
7954.3L
Mmax
Right
995,51
3982.L9
4977.69
xMnax Ynax
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Main
DL PIEX
LL PICxDL+LLPIEx
RightCant
DL
LLDL+LL
1590.49
).L.94
6363 .81
L1. 94
7954.3tII .94
360.00
1440.00
l-800. o0
L940 .1"5
776L.72
9701 .87
-534.59
-2138.35
-267 2 .93
0.00
0. o0
0 .00
0.o0
0. oo
0. oo
4.99
4.98
4.94
o.02
o.02
o.o2
-3048L
-L2L940
-t5242L
5.7 6
5.76
5.76
o.oo
0. 00
0.oo
87.78
526.78
438.97
0 .00
0.00
0 .00
65.84
351.l-9
329.23
0.00
0 .00
o .00
0
U
o
4L
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WOOD BEAU/COLWN DESIGN
Type: Micro=Lan 2.0 E Beam ?to
IGEOMETRYKlx l-2.00 Kly 1 .00 b 3.500 h LL.88
lsEcrroN PRoPERTTES- A = 4L.56 $ = 82.26 I = 488.4L
Dverstress = 1.03 Duration Pact = L.OO L.I. Defl L/24o T.L. Defl L/L9O
I
FORCES:
I Vmax = 7954.3I P 0.00 Mmax 97OI .87 lreq - L75.59
lsrREssEsFv 285.00 Fvprime= 285.00 fv = 287.O7
r Fb : 2800.00 Fbprine= 2800.00 fb : l-415.3L
I FcI = 27oO.Oo Fcprine= 354.46 fa 0.00
TOTHER
I/d max= 4L.L4 K = L8.26 J 1.00 col.type = Long
lstnrss AND DEFLEcTToN su{t"IARY
I Description fv/Fv fa/Fa + fb/Fb = CSR Ymax L
(2)2xL2 t-.01 0.00 0.51 0.51 0.27 534
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I Structural Research Conpany
SIMPLE BEAM ANALYSTS
r Design Nane: Ridge Beam R3:Date: June 5, 1990
f Beam Length = 15.00
X Left Support = 0.00
I Length Left Cant 0.00r
I LOAD TYPE HOW I.EFT I-,EFT LEFT RIGHT RIGHT RIGHT DESCRIPTTONr NO. DIST I'{AG TRIB X MAG TRIB X
L4
Length Main Span : 15.00
X Right Support = l-5.0o
Length Right Cant - 0.00
BEAM LOADS
I t DL unif 2o.oo 6.00 0.oo 2o.oo 6.00 t-5.00 roof load
I 2 LL unif 80.o0 6.oo 0.00 80.0o 6.oo l-5.0o roof load3 DL conc L45L.0O 1.00 4.00 0.00 1.00 0.00 bean V2
I 4 LL conc 5803.00 1..00 4.00 0.oo l-.00 0.0O beam V2
I 5 DL conc L590.00 l-.O0 13.50 0.0O 1.00 O.00 bean R26 LL conc 6364.00 L.00 L3.50 0.oo 1.00 o.00 bean R2
I
Mernber Length LOADS:
I t"*"t
I,IEMBER LOADS
j endI -------
I Main l-5.000 Type Dist nag x mag x
DL unif 1-20.00 0.00 120.00 l-5.00
LL unif 480 .00 0.00 480.00 15.00
DL conc 1-451- . 00 4 . 00 0. 00 0. 00I LL conc 5803 ' oo 4. O0 O. 00 O. OO
DL conc i-59o. oO l-3 . 50 0. 0o O. 0O
I LL conc 6364. oo L3.50 O. oo 0.00
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ANALYSTS RESULTS
I REAcTIoNS: Load comb L";;-----;il;DL 2L23.O7 2717 .93
LL 8491.93 L0875.07
DL + LL 1061_5.00 13593.00 360/24o 240/LgO
Comb Vmax xvnax Mnax xMnax Ynax xYmax EI reqd EI reqd
i end
1n
-27r7 .93 15. O0 763L.4L 5.60 -184804 7 .35 425.79 3L9 .34
-LO875.07 L5. OO 30525.37 5.60 -739248 7 .35 2554.84 L703.23
+ LL -13593.00 15.0O 381_56.78 5.60 -924052 7.35 21,29.O2 L596.76
Ma
DL
LL
DL
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wooD BEAI{/CoLUMN DESIGN L6I yl:; liin;ff-*'' a/+^ 14
Tvpe: Micro=Larn 2.0 E Beam
I "uo""r*,Klx l-5.0o K1v = L .00 b 5.250 h = 14. o0
l r""rro" PR'PERTTESA = 73.50 $ = 17I.5O I =1200.50
Ioverstress = 1.03 Duration Fact = 1.00 L.L. Defl L/24o T.L. Deft L/L}OI
FORCES:
I Vmax = -13593.00 P 0.00 Mnax = 38L56.78 freq = 851-.6L
I STRESSESFv = 285.00 Fvprine= 285.00 fv = 277.4L
I Fb = 2800.00 Fbprine= 2752.45 fb = 2669.46
I Fct = 27oo.oo Fcprime= 510.42 fa = 0.00
- OTHER
I,/d nax= 34.29 K = L8.26 J = 1.00 col . type = Long
I srnnss'AND DEFLEcTToN sITMMARv
I Description fvlFv fa,/Fa + fb/Fb = CSR Ymax L
(3) 2 x 15 O.97 0.00 o.97 O.97 0.67 270
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'ItJooD BEAM/COLUT4N
t Name: Ridge Beam R3:size: (4) #$ 1 Xr Type: Micro=Lan 2.O E Beam
r cnor'rntRy
DESIGN
lftb
Klx 15.00 Kly
I"u.tro* PR'PERTTES
A = 83.1-3 S
lo.r"r=tr"ss = 1.03 Duration
= 1.00 b = 7.000 h
L64.52 I : 976.83
Fact = L.oo L.I. DefI L/24O T.L.
I I'|"":Xx = -r-35e3 ' oo
Fv = 285.00I F:, =:3i33.33
OTHER
t,*#1bl'ili,""3ii3i
(4) 2 x L2
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P : 0.00 l,[nax
Fvprine= 285.00 fv
Fbprime= 28oo.o0 fb
Fcprime= 9O7.4L fa
K = L8.26 J
SI'MMARYfv/Fv fa/Fa + fb/Fb =0.86 0.00 0.99
= 38156.78 Ireg -
= 245.29
= 27A3.16
= 0.00
851.61-
l-.00 col . type = Long
csR
0.99
Ymax
0. B2
L
220
flrQ
Defl L,/L80
= LL.88
I Structural Research Conpany
SIMPLE BEAM ANALYSIS
Design Nane: Hip Bean 81Date: June 5, L99O
IBean Length L7.00 Length Main Span = L2.00X Left Support = O.OO X Right Support : 17.OO
ll,ength Left Cant - 0.00 Length Right Cant = 0.00
T
BEAM L'ADS
OAD TYPE HOW LEFT I,EFT LEFT RIGHT RIGHT RIGHT DESCRIPTIONO. DTST MAG TRIB X MAG TRIB X
(-'1
I 1 DL vary 20.OO L.OO O.OO 20.OO 12.OO l-7.OO roof loaq
I 2 LL vary 80.00 1-.o0 0.00 80.o0 12.00 l-7.00 roof load
1"*.t Lensth LoADS:
MEMBER LOADS
i end j end
]
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l
ain L7.000 Type Dist nag x mag x
DL vary 20.00 0.00 24O.OO L7.00
LL vary 80.00 0 .00 960.00 L7 .OO
ANALYSIS RESULTS
EACTIoNS: Load Conb Left Right
DL
LL
793.32 141-6.68
3173.27 5666.73
DL + LL 3966.s9 7043.4L
ernber 360/24O 24O/).8O
ornb vmax xvmax Mmax xMmax yrnax xYmax EI regd EI regd
$Lf
arn
L -L4L6.68 L7.OO 4760.1-4 9.60 -140687 8.76 286.OL 214.5L
L -5666.73 L7.OO l_9040.56 9.60 -562749 8.76 I7L6.O5 LL44.04
L + LL -70A3.41- l_7.00 23800.70 9.60 -703436 8.76 1430.04 tO72.53
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I Nane:
Size:
I """,";::''Klx
l rr"rro" PR'PERTTE'
WOOD BEAM/COLUUN DESIGN
Hip Bean BL(2)2xfr11
Micro=Lam 2.0 E Beam
= L7 .AO Kly = r-.00 b
(@
A = 49.O0 S = LL4.33 I = 800.33
I
f Overstress: 1.o3 Duration Fact = 1.00 L.L. Defl L/24O T.L. DefI L/L9O
l;j:!ilax:-70s3'4'j p =
Fv = 285.00 Fvprirne=| $:, = ii33:33 $33:im=
OTHER
I I/d max= 58.29 K
I STRESS AND DEFLECTTON SUMI{ARYr Description fv/Fv(2) 2x1,5 0.76
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0.00 Mnax = 23800.70 lreq = 572.02
285.00 fv = 216.84
2752.45 fb = 2494.03
L76.6t fa = 0.00
t8.26 J = 1.00 co1 .type = Long
fa/Pa + fblFb = CSR Ynax L
0.00 0.9L 0.91 0.76 264
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vtooD BEAI{/COLUMN DESIGN
I Nane: Hip Bean 81
' Size: (3) 2 x L2Type: Micro=Larn 2.0 E Bean
I ""on"**"Klx L7.00 Kly = L.O0 b 5.250 h 11.88
I SECTION PROPERTIESA = 62.34 $ = L23.39 f = 732.62
fOverstress = 1.03 DuratLon Fact = 1.00 L.L. Defl L/24O T.L. DefI L/LilOI
FORCES:
I Vnax = -7083.41 P = O.OO Umax = 23800.70 Ireg = 572.02
I STRESSESFv = 285.00 Fvprine= 285.00 fv = L7O.43
I Fb = 280O.OO Fbprime= 28OO.O0 fb = 23L4.7O
I FcI = 27OO.QO Fcprine: 397 .3A fa = 0.00
- OTHER
r l/d nax= 38.86 K = 18.26 J = 1.OO col.type = Long
I STRESS AND DEFLECTTON SLTMI,IARYI Description fv/Fv fa/Fa + fb/Fb = csR Ynax L(3) 2xL2 0. 60 0. 00 0. 83 0. 83 0. 83 245
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SI},IPLE BEAM ANALYSIS
esign Name: Header H1Date: June 5, L990
tr'LD
earn Length 6.50 Length Main Span 6.50
r( Left Support = 0.00 X Right Support : 6.50
i,ength Left Cant O.OO Length Riqht Cant = 0.00
BEAM LOADS
OAD TYPE HOW LEFT LEFT LEFT RIGHT RIGHT RIGHT DESCRIPTION
O. DIST MAG TRIB X MAG TRIB X
I 1 DL conc 996.00 1.OO 3.25 0.00 l-.00 0-00 from R2
t 2 LL conc 3982.00 1.oo 3.25 O.o0 1.00 0-00 fron R2
MEMBER LOADS
l"ro". Length LoADs:i end j end
ltain 6.500 fYPe Dist mag x mag x
I DL conc 996-00 3.25 0'00 0'00
LL conc 3982.00 3.25 0.00 0 '00
I ANALYSIS RESULTS
rREAcrroNs: Load comb ""i.------;il;--I DL 498.00 498.00! LL 1991-.oo 199L-oo
DL + LL 24a9.OO 24A9 -OO
fternber 360/240 24O/l'8O
]ornl Vmax xvmax llnax xMmax Ymax xYmax EI reqd EI reqd
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ln 498.ooo.oo].618.503.25-56983.2530.3022.72
1-99L.0O O. OO 6470.75 3 .25 -22782 3.25 181.69 )-2L.L3
+ LL 2489.OO o.oo 8089.25 3.25 -28480 3-25 151.43 IL!'57
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wooD BEAI{,/coLt MN DEST.N
I Name: Header H1
Size: (3) 2xL2
Type: # 2 Hen-Fir--Beam
leounrnvKIx=6.50Kly=l-.00b=4.500hLL.25
liEcrroN PRoPERTTESA = 50.63 $ = 94.92 I = 533.94
l.r"r=tr"rs = 1.03 Duration Fact : t-.00 L.L. Defl L/24o T.L. DefI L/t}o
IORCES:I Vmax = 248g.OO P = O.O0 Mmax 8089.25 Ireq = 86'52
f,rnnsses
Fv = 75.Ao Fvprirne= 75.00 fv = 73.75
Fb = 1OoO.o0 Fbprime= 1o0o.oo fb = Lo22-64
Fcl 875.00 Fcprirne= 824.27 fa = 0.00
THER I/d rnax= L?.33 K 26.84 J = 0.40 col.type = Intermed.
TRESS AND DEFLECTION SIJIVIMARY
Description fv/Fv fa/Fa + fb/Fb = CSR Ymax L
3) 2 x 12 O. 98 O. 00 I -O2 L.O2 0 ' 07 Ll'84
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DESIGN SUMMARY H
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Avalanche forces are per:Art Mears, P.E.
222 East Gothic Avenue
Gunnison, Colorado 81230
The pressure diagrams shown below have their base at finishedgrade, and terninate 14.2 feet above finished grade. Thesepressures act perpendicular to the waL1.
The pressure diagrams r,eere interpolated fron data given by ArtMears for the South Elevation of the main Olebaum house. Thegaralte is tilted at an angle of 8.9 degrees fron the rnain house,causing the avalanche forces to be different than at tbe SouthElevation. See calculations following.
Alo.ng with the pressures shown in the diagran, a shear forceparallel to and along the face of the wall will be present due tothe angle of tbe avalanche with respect to the wall. The
rnagnitude of this force La L/2 that of the perpendicularpressure. A third force present is an upward shear force also
equal. to L/2 the perpendicular pressure. This shearing forceacts to uplift the walL, and will cause an uplift pressure on theroof eave.
The garage doors and the srnall shed roof at the front of the
garage were considered to be expendable. This wlll result in the
garage fitling with avalanche snon and other debris in the eventof an avalanche. The back and right side walls of the garage are
designed to resist the force of the avalanche. The wall at grid
A will not be inpacted as much by the avalanche as the grade
drops off on that side.
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PRESSURE DIAGRAM PERPENDICUIAR TO GRID 2
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I sruPLE BEAM ANALYSTS
! Design Nane: Log at Top of carage Door
I Date: June 8. 1990
I Beam Length 27.oo Length Main Span = 27.oa
X Left Support = 0.00 x Right Support 27.oo
ll-ength Left cant o.oo Length Right Cant : 0.00
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BEAM LOADS
I "ooo
,r"" How LEFI LEFT ";;;---;;-n-n* *t"nt RrcHr DnscRrprroNt No. Drsr I'{AG TRrB x MAG TRrB x
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I 1 LL unif 78.00 0.83 O.oo 78.o0 0.83 27.00 aval . load
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MEMBER LOADS
I tr*"r Length LoADS:i end j end
- Main 27.OOO TYPe Dist magt x nag x
LL unif 65 . OO 0.00 65.00 27 'OOI
ANALYSIS RESULTSI
I nnacrrows, Load comb Left Right
LL 877.46 877 -46
I Mernber 360/240 24O/I8O
I Courb Vnax xVnax Mnax xMnax Ynax xYmax EI reqd EI regd
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-;;l;---I r.l -a77.4G 27.oo 5s22.3o 13.50 '449724 13.50 863.47 575.65
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rdooD BEArq/coLUMN DESIGN
I Name: Log at Top of Garage Door
Size: l-0il diameter
- Type: Lodgepole Wa1l Log 40
rceountnv
K1x = 27 .OO KIy = l- . 00 dia.
ISECTION PROPERTIESA = 78.54 S = 1l-6.01 I = 5I4.o4
fOverstress = 1.03 Duration Fact = 1.33 L.L. Defl L/ IO T.L. DefI L/ LO
-Log Paraneters: Sect=bequiv Cut:FulI Mult=no
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Vnax = '877.46 P = 0.00 ltlnax
I STRESSES
I Fv 65.00 FvPrirne= 86.45 fv
Fb = 625.00 Fbprirne= 83t.25 fb
r FcI 425.OO FcPrirne= 268.67 fa
I OTHERr 1,/d max= 36.56 K = 30.88 J
STRESS AND DEFLECTION SUMMARY
I Description fv/Fv fa/Fa + ftt/Fb =
l1o" diameter 0.26 0.00 0.74
= 5922.30 Ireq = 26.65
= L6.76
= 612.62
= 0.00
1.00 co1 .tYPe = Long
CSR YMAX L
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Structural Research conpany
SIMPLE BEAM ANALYSTS
I-Desiqn Nane: Colurnn Between Doors:
A1
Date: June 8, 1990
Beaur Length = 12.00 Lenqth Main Span = 12.00
X Left Support 0.oo X Right Support : l-2-00
Length Left Cant 0.00 Length Right Cant : 0.00
BEAM LOADS
LOAD TYPE HOW LEFT LEFT LEFT RIGHT RIGHT RIGHT DESCRIPTION
NO. DIST UAG TRIB X MAG TRTB X
I 1 LL varv 33.20 13.50 o.oo 78.00 13.50 3-oo aval Id at top
t 2 LL var-y 7g.OO 2. O0 3.00 2L4.OO 2. OO l-2. OO aval load at botton
t MEMBER LOADS
Member Length LOADS:i end j end
IMain L2.000 Type Dist Inag x Inag xr LL vary 448 -20 0 ' 00 1053 ' 00 3 ' 00
LL varv l-56 . OO 3 .00 428 .00 12 .00
T ANALYSIS RESULTS
REACTIONS: Load Comb Left Right
LL 2764.98 2LL4.82
Member 360/240 24O/I8O
Cornb Vmax xvmax Mnax xMmax Ymax xYmax EI regd EI reqd
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LL 2764.98 o.oo 6082.70 5.65 -94588 5.88 408.62 272.4L
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STEEL COMBINEO STRESS ANALYSIS
r June 7, 1990
I NAHE, coLUMN AT FRoNT oF GARAoEr TRIAL SECTI0N, TS 4X4X1/4
LOAOS
I P ' 5.30 Hx = 6.10 My = A.@@
I GEOMETRY
Klx - L?,O@ Kly = 12.0@
r FACTORS
I Cflrx ' I.00 CFry = l'@@ Cb = L.OO StnFac ' L.O@
SECTION PROPERTIES
A - 3.59 Ix = 8.?2 5x - 4.11 nx ! l.5l
I hrt- Lz,z.t Iy - B.zz sy = 4.tt ny. l.stI ALLOI,'ABLE STRESSES
Fa = 1S.2S Fbx = 30,36 Fby = 30.36 Fy = 4E,OO
I ACTUAL STRESSES
I fa - 1.48 fbx = 17.81 fby = O.OO
C0l4BINEO STRESSES falFa fbx/Fbx fby/Fby
0.0@ 0,A0 @,@A O.O@ Eqn 1.8-laI ''.?Z ':33 ',.2:, ':33 ::: i:B:l'
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I Structural Research Conpany
SI},IPLE BEAM ANALYSIS
esign Nane: Log Panel left side of doorsDate: June I, L99O
Att
I'ean Length = 9.o0 Length Main Span = 9.0o
i Left Support : 0.OO X Right Support = 9.O0
ength Left Cant = o.oO Length Right Cant : 0.oo
BEAM LOADS
OAD TYPE HOW LEFT LEFT LEFT RIGHT RIGHT RIGHT DESCRIPTION
O. DIST MAG TR B X MAG TRIB X
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MEMBER LOADS
enber l-ength LoADS:i end j end
,lain 9. ooo Type Dist maq x maqt x
LL vary l-95 . O0 0.00 535.00 9 ' 00
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ANALYSIS RESULTS
EACTIONS: Load Conb Left Right
LL L387.49 L897.5L
ember 360/240 2AO/L9O
omb Vmax xvmax Mmax xMmax Ymax xYmax EI reqd EI reqd
{ain
f,i- -L897.FI 9.oo 3707.54 4.83 -31087 4.59 L79.06 1l-9.38I
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Date:
Bean Length
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Length Left Cant
Structural Research Conpany
SIMPLE BEAM ANALYSIS
Log at crid A ,4 |
1990 -ilrrc: i(Flr t+t e
/..."I(i+-od' Length Main span-- o: oo x Right Supporto.00 Length Right cant
BEA}I LOADS
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MAG TRIB X
RIGHT RIGHT RTGHT
MAG TRIB X
DESCRIPTION
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unif l-02. oo o . B3 o, oo l-02.00 0 . B3 24.00 aval. load
MEMBER LOADS
Length LOADS:i end j end
Main 24.OOO
REACTIONS: LOAd CONb
LL
MemberConb vmax xvnax
Dist magunif a4.97
ANALYSIS RESULTS
mag x84.97 24.O0
360/24O 24O/LgO
xYmax EI reqd EI reqd
Type
LL
x
0. o0I
t Left
1019.59
Mnax
Right
l-019.59
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LL -1019.59 24.OO 6LL6.94 12.00 -3670L6 12.00 792.75 528 .50
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wooD BEAM/COLUMN DESIGN
I Name: Botton Log at Grid A- Size: l-otr diameterType: Lodgepole Wa11 Log 40
I GEOMETRY
KIx 24.OO K1y = 1.00 dia. = 10
I SECTION PROPERTTESA 78.54 S - 116.01 I = 5I4.O4
lOverstress -- l-.03 Duration Fact = 1.33 L.L. DefI L/ LO T.L. Defl L/ LOI
Log Parameters: Sect=beguiv Cut=Full Mult=no
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Vmax = -10L9.59 P = o.OO Mnax = 6L16-94 Ireq = 24.47
r STRESSES
I Fv 65.00 Fvprine= 86.45 fv L9.47
- Fb = 625.00 Fbprine- 831.25 fb = 632-75
Fc1 425.oO Fcprirne: 340.03 fa = 0 .00I orunnI 1/d max= 32.50 K = 30.88 J = L-00 col .type = Long
STRESS AND DEFLECTION SUMMARY
I Description fv/Fv fa/Fa + fb/fb = CSR Ynax L
I ro" dianetir o.3o o.oo 0.76 0-?6 r-37 2ro
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SIMPLE BEAM ANALYSIS
I-Design Name: Janb at DoorwayDate: June 8, 1990
IlBearn Length 7.oo Length Main Span = 7.oo
X Left Support = O.oO X Right Support = 7.OO
ll-engtth Left Cant = 0.00 Length Right Cant = 0.00
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BEAM LOADS
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lf-OaO tVnr HOW LEFT LEFT LEFT RIGHT RIGHT RIGHT DESCRIPTIONrNo. DTST MAG TRIB X MAG TRIB X
Ats
I 1 LL vary 44.oo 8 .50 o. oo Lo2. oo B .50 7 .Oo avalanche load
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MEMBER LOADS
1".*"t Length LoADs:i end j end
-Main 7.000 TYPe Dist mag x mag x
LL vary 374-oo 0.00 867.00 7 'oot
ANALYSIS RESULTSIlnnacttoxs: Load cornb Left Right
LL 1884.15 2459.35
rMernber 36A /24O 24O /L9O
lCornf Vmax xvmax Mnax xMmax Ymax xYmax EI regd EI reqd
I-il;----
lr,r, -2459 .35 Z .OO 38Og .41 3 .72 -L9347 3.54 l-43.28 95.52
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SIMPLE BEAM ANALYSIS
I- Design Name: Bottorn Log at crid B:Date: June 8, 1990
Ir Beam Length = 24.oo Length Main span 24.oo
X Left Support 0.00 X Right Support = 24.OO
I Length Left Cant = 0.00 Length Right Cant = 0.00
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BEAM LOADS
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I r,OaO tVeO HOW LEFT LEFT LEFT RIGHT RIGHT RIGHT DESCRIPTION. No. DIST MAG TRIB X MAG TRIB X
I L LL unif 119.00 0.83 O.OO l-19.00 0.83 24.00 avalanche load
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MEMBER LOADS
I u"ru"r Length LoADs:i end j end
- Main 24.000 TYPe Dlst nag x mag x
LL unif 99 .L6 0 .00 99.16 24 'OOI
ANALYSIS RESULTSII nulctroNs: Load Conb Left Right
LL 1189.95 LL89.9s
I l'{ember 60/240 24O/1'8O
I Cornb Vmax xvmax Mmax xMmax Ymax xYmax EI regd EI regd
I- ;;t;---I r.r- -1189.95 24.oa 2139.oo 12.oo '428340 L2-oo 925.2L 616.81
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WOOD BEAI,I,/COLUMN DESIGN
I Nane: Botton Log at crid B:Size: 10rr diameter
,- Type: Lodgepole tdall Log 40
I.GEOMETRY
K1x 24.OO Kly = 1".00 dia. L0
ISECTION PROPERTIES
A = 78.54 S - 116.01 I = 514.04
fOverstress - 1.03 Duration Fact = 1-.33 L.L. DefI L/ LO T.L. Defl L/ LO
-Log Parameters: Sect=bequiv Cut:FuIl Mult=no
Ilroncns:
Vrnax = -1189.95 P 0.00 l'Imax 7L39 - 00 freq - 28 -56
ISTRESSES
t Fv 65.00 Fvprirne= 86.45 fv = 22-73
Fb = 625.OO Fbprime= 83t.25 fb = 738.47Fr'] 425.OO Fcprirne: 34o .03 fa 0 . 00lot""*"^! 1,/d nax= 32.50 K : 3o.88 J = 1.00 co1 .type = Long
STRESS AND DEFLECTION SIJMUARY
I Description fv/Fv fa/Fa + fblFb = cSR Yrnax L
Ito" dianeter 0.35 o.oo 0.89 0.89 1-.60 180
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SIMPLE BEAM ANALYSTS
- Design Name: Botton Log at grid 1:Date: June 8, 1990
II Bean Length : 12.00 Length Main Span : 12.00
X Left Support = 0.00 X Right Support = 12.00
I Length Left Cant : 0.00 Length Right Cant = 0.00
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BEAM LOADS
II r,oeo tven How LEFT IEFT 1EFT RrcHT RrcHT RrcHT DEscRrPTroN
'No. Drsr MAG TRrB x MAG TRrB x
A,a!l
I t_ LL unif 2I4.oo O.83 0.00 2I4.oO o.83 1-2.00 avalanche load
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ME}4BER LOADS
I *"*"r r,ength LoADS:i end j end
- Main 12.000 TYPe Dist mag x malt x
LL unif t78.26 0.00 L78 -26 12.00I
ANALYSIS RESULTSII RnacrroNst Load comb Left Right
LL LO69.57 LO69.57
r Member 360/240 2AO/LaO
I Conb Vmax xvnax Mmax xl{nax Ymax xYmax EI reqd Ef reqd
-- ;;t;---I f,r-, -Lo6g.5Z t-2. oO 32oB.40 6. oo -48L26 6.00 2o7 .9o l-3s.60
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I,IOOD BEAI,I/COLUMN DESIGN
I Name: Bottom Log at grid t:
Size: 10rr diarneterType: Lodgepole WalI Log 40
EOMETRYKlx : L2.OO Kly = 1.oo dia. : 1o
ECTION PROPERTIES
A 78 .54 S -- 1l-6.01- I = 5I4.O4
verstress = l-.03 Duration Fact = L.33 L.L. Defl L/ LO T.L. Defl L/ 1-O
og Parameters: Sect=bequiv Cut=Full Mult=no
ORCES:
Vmax = -LO69.57 P - O.O0 Mnax = 3208.40 freg = 6.42
TRESSESFv = 65.00 Fvprirne= A6.45 fv = 20.43
Fb = 625. OO Fbprime= 831,. 25 fb 33L - 88
Fcl 425.OO Fcprime= 550.80 fa 0-00
I/d nax- 16.25 K 30.88 J = 0.26 col.type = Intermed.
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STRESS AND DEFLECTION SI'UMARY
Description fvlFv fa/ta + fblFb = CSR Ymax L
l-O[ diarneter O. 3]- 0.00 0.40 0.40 0.18 B0l-
A7s
1lIt
Structural Research conpany
SIMPLE BEAM ANALYSIS
Design Nane: Colurnn at back wa11Date: June 8, L99O
Beam Length = L2.00 Length Main Span = 12.O0
X Left Support = 0.0O X Right Support : L2.00
Length Left Cant = 0.00 Length Right Cant = 0.00
BEAM LOADS
LOAD TYPE HOW LEFT LEFT LET'T RIGHT RIGHT RIGHT DESCRIPTION
NO. DIST MAG TRIB X MAG TRIB X
Azl
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Ittt
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t_ LL vary 21,4.OO 6.00 0.00 78.00 6.00 9.00 Avalanche load
MEMBER LOADS
Member Length LOADS:i end j end
Main L2.000 TYPe Dist mag x mag x
LL vary 1284 .00 0 - 0o 468 - 00 9.00
ANALYSIS RESULTS
REACTIONS: Load Cornb Left Right
LL 5386.54 2497.46
Meurber 360/240 24O/L8O
Comb Vmax xvmax Umax xMnax Ymax xYmax EI reqd EI reqd
Main
LL 5386.s4 o.oo L2a]-2.s5 5.L4 -l-86593 5.76 805.08 537.39
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Stnuctural Research Conpany
STEEL COMBINED STRESS ANALYSIS
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Azz
June 7, 1990
NAI'lE: COLUNN AT BACK I^JALL
TRIAL SECTI0N, TS SXSXl/4
LOADS
P = 5.30 l'lx = L2 .8@ Nv = O .AO
6EOMETRY
Klx = l2.OO Kly = I?.OO
FACTORS
Cnx = L,@O Cny = l.@@ Cb = 1,@@ StrFac = L.@O
SECTION PROPERTIES
A = 4.59 Ix = 16.90 Sx = 6.78 nx = 1.92
i^Jt= 15.62 Iy = 16.90 5y = 6.78 .y = l.g2
ALLOI,JABLE STRESSES
Fa = 18.93 Fbx = 30.36 Fby = 3@.36 Fy - 46.0@
ACTUAL STRESSES
fa = 1.15 fbx = 22.65 fby = 0.O@
COMBINED STRESSES fa/Fa fbxlFbx fbylFby
0.OO @.O0 O.OO @.@O Eqn 1.8-la
0.0@ 0.@O O.0@ @.00 Eon I .6-lb
.06 .?5 O.OO .81 Eqn 1.E-2
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+ / 52a # tntn luJ/ a'bao< '
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)tl*rt- Te &rc,. @ftbfu
T/fle*<- YJALL 4reA'L '-
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u0t'-13-uu fRl u8:29 All
Michxcl tvl. 146cloin
( irrry Ci. D;rvtnPorl
[(rrl>rrt M. Scvcrsotl
Ronl I. Sttorv
lr,ftclurcl J, I )uttlnrcrmuth
lirir,' A lit'ltzr:r
Joltn A Mulr:tY
Iiristi 1..'lirslrrt
l,irl lhnrritlt CrrnlitT
'l'irrrelhy l(. Iilncr
l{c0l0l}'l DAVINP0RTa FA)( N0. 303fl 1600 P, 01/01
llrrdson'r D;tY Ccntrc
Srrilc 1600
1600 Slout Slrcct
Dcnvcr. Coloro(lo tt02'02-l | 0l
TslcPhonc: (301) t63-9E00
Fsciirnilo: (301) 571'1600
McGl.ott'1, Dlvgxtoxr, SltvnRsoN Anu Ssow
Pro lcssionrt ClorFor'ation
Attoursys At Law <
0clolrcl 13, 2000
Rc: Estnte oIW' Scott MolntYrc
l'ot-iJ-Llon't Ridgc Sutrdivision Filirrg No' 4
t461 Aspcn 6rovel'anc' Vail' Colorado
I)oar Mr. Wilson:
,llrcprrtposco|Uris|cttcristorcqrtcstyortrco:r|trmeliono[acoilvcrsllionrr:garding
rtrc rcfcrcnccrl llropcrty. Orr OctoUer f Z, ZOOb, *. Ol.t,g..uO the possibility
-ot
subdividing
llrr: re lersncc(l prr)porry ,niiJ "o"rirr* of appioximai"ly t,: u.r..*' You.vcrifictl thut the T "bu;rl'6(i
pro'cily is zo*ctt ,itgr.-i-"t.y
''csitlcntiai'an<t
tlrrrt ih" ,b*t'. o.r#!=,,r:strtctions u
^(aA
sulxlivisi.n iuc tl.lat .0.r, rot
','r,,rJt U,i. rtr,tir** "f I 2,500 sqmrc I'cetLffriln*rst havc at lunst
30 fccl of slr-,:ct llorrta8e- Bas<xl npou 1he forcgoing' it ag:ears thtr silrjcct propcrty rnay bc
suhrlivirlxt inr' as mnny "-1i;"-il;,-;.1, ,Jittitrt iunt'to t'" buillable as r sirtglc-frrnily
lusidcncc with 3'500 g'ot;t"tidontiol lbotage tl"tinctl per Torvl rcgulations'
Mr. Illcnl Wilsott
Viril ConrnrtlnitY Plnnrrirtg
'fowr of Vril
75 Sorrttr lrrortlngc llo:td
Vail, (lolorado 81657
'Ilrnnk You for the
ol' tlris iufolnntion.
l{JS/sk
'l'lrc lbrugoitrg z.onirrg inl'ormatiou
lots ir hercbY oonfinncd'
IAXEU iN!IM l.t.IiD
(()70) 47e-2452
forcgoing infortration ancl hr your signaturc bolow confimring all
VerY trtrlY Yours'
Mc(iLOlN, DAVENTORT, SEVL:I{'SON AND SNOW
4*
anrlsubdivisionin|onnationirrtlicntirrgpotcrrtiallbr|ivc
* evc lualct (oa'1e^/
acc t ia (r c2rt oF ftoolt Jlalc
rel k^t ^ r,l 4rrala<ohc vtaQl
{l,"lpla"n (acr '77lie..ot<)' Bl4ad L'|/-/-E=
,?/'.
olign Review Action Folt
TOWN OF VAIL
Category Number
Proiect Name:
o*" l''\tlrr'irr \2 ,{ii;
Building Name:
Prolect Description:
Owner, Address and Phone:
ArchitecVOontact. Address and Phone:
<,t' ll -t
Legal Description: Lot \ \ Block /-z Subdivision Zone District
Project street Ador".., \ 4 {.r ?-- A,
: /t ili ,.i /. 'z \l(li Jll /;\ r'.t., t .ar
Motion by:
-aoard{ Staf-fctieo I
Vote:
Seconded by:
! Approval
! Disapproval
f Statf Apnroval
Conditions:
l.-r, i'. ,^,, t.,, i,,.ln-fr,{-tt.Ln
DRB Fee Pre-paid
SingLe
o
Famil
ZONE CIIECK
' roRy Residence, Duplex, Pri
ZONE DISTRICTS
o
mary ,/Secondary
DATE:
LEGAL DESC N: Loh. ll nro"r. .L suvaivisionPTIO
ADDRESS: I
4
OWNER PIIONE
ARclrrrBcr Jr,hn \eckltS pnoNE nMprqM/W
r /' rl>nvv.*o*-'J' JIt
34
q.{c1,q}e?
BUILD]\BLE LOT NREA
Existinq ProPosad ToLal
+._..
ZONE DISTRICT
PROPOSED USE
LOT SIZE
Ireight
ToLal GRFA
Primary GRFA
SeLbacks FronL
Sides
Rear
SiLe Coverage
Landscaping
Retaining waII IIeighEs
Parking
Caragc CrcdiL
Drive:
?i l4aT---,-.:-rw s6af
Allowed
(30) (33)
fi,14q4...-'--
,(
)n'
15',1s' oL='
t1,w,b &q<2fi*z@f-%--
t/pru-- *o,:arP ffi@@tu%("')tg'
3,/6'
?nsq16
Complies wiLh T.o.v. LiqhLing Ordinancc Yes
Wal-cr Course ScLbac)c (30) (s0)
NO
NODo Finish Gradcs trxcced 2:1 (50%)
Environmcn t aI /llazards :
vEs
1) Flood Plain
2) PerccnL SloPc (< > 30%)
3 ) Ceologic llazarcls
a) Snow Avalanche
b) Rockf all- (t[s-r-. +t..
c) Debris Flow
4) Wotlands
Yes No.View Corridor Encroachncnl:
Does Lhis reqriesL j-nvoivc a 230 ir<ldii.itllr?
llow much of Lhe allowed 250 AclcliLion is used with chis
Previous condiE,ions of approval (check propcrty file):
rcques E?
.+4-- --r-
vt3
(3oo)((e9 (soo)
Pcrmia.otst'top" -
lln r.'l
(1200)_
% Proposcd SloPe 't'
10
II]I,dT.I UF VRIL CON-DEV
irvfnrl r/l?/tl
DESIOIT
D t5ttt47e-2452 tlFR 1t 'ta 11:17 N0.002 P.01
I.
A.
REVIETT BOARD APPLICAtrION . TOI|N OF vAfIJ,
DATE RECEIVED:
DATE OF DRB MEETING:
to an existin SinqleDESCRIPTI0N:, Ext,erLor Alrerat,iogramlry resldence. stone apDlicat ona acaoe,cedar fascia, new alecks and Ian qateh
*tttt****t
***rrfi**t
FR9TIECT INFOR{ATroN;
B. TYIrE OF REVIEW!
_Nev, ConFUrucLion
. ..Addirion (050.00)
(t200.00) Mlnor Rlteragion ($20.00)
_Conceptuat Review ($0)
Grove LaneADDRESS, 1462 Aspenc.
D,
E.
F.
H.
T
iI.
IJEGAI, DESCRTPTIONi IroE 11 Block 2Subdivision -Eirinq #4 .r,Lonsridqe subdivisioi
If property is descrlbed by a meeLs and boundg legaldcscription, pLease provide on a separate sheeE and atbach
Eo this appl.lcablon.
ZONING I
NA!{E OP APPIJICA}IT: w. scott Mcrnl-vre
t'tailing Address:,..1462 Aspen Grove LaneVail, CO - ,Phone 619-.587-9099-
N'IME OF APPIJIC'\}'IT ' S REPNESENTATIVE: INC.
MalLing Address; , 923- E. Hopki,ng._ Aspen., co. B 16"11. ., .
NA|'{E OF OWNER(S):
( Representa t ive )
Phone 225-7806 .,-
re
Mailing Addrees:ns Aspen, Colorado
Phona 925-7806
APPIJICATIONfl WII/Ir DE EROCESSED WTTHOU! Or[|{ER'S SIOilA?U8E
Condominiun Approval lf appficable.
DRB FEE: DRB fees, ag shovrn abovef arq to be paid aL the
Eimc of subnittal of the DRB applieation. Later, whenapplying for a buildlng permit, please identify L,he ascuratevaluation of Ehe proposal-. The Town of Vail wil,l adjus! bhefee according t.o the table belew, Eo ensure uhe correct feele palc'
tt McInt
EEE SCHEDUL,E r
VAI.,UATION$ '0 - 0 10,000
a { - ^ ^.+ J,U, UU.r . V CU, UUU
fi 50, 001. . $ 150, 000
$150, 001 - $ 500, 000
9500,001 - gl., 000, 000$ Over $f.000,000
DE$IGN REVIBT{ EOARD APPROVAIT EXPIRES
AFPROVAIJ IrNL,Ess A BUfl'rDING PERr{Itr xs
XS SEARTBD.
FEE
$ 20.00
$ 50,00
$100.00
$200.00
$400.00
$500 .00
ONE YE.Atr' AFTEB TINAI,
ISSUED AI.ID CONSTRUCTXON
*.+rl Ti.;2 -F4{
sUEDM.ti/.uN LlonBri dgi
FRffI i
d.J. wNr.f.{
'nr{4 &Jlpe,.r
STRSET
FfsE r'0. ;
IJtsE o? MA,IEI T rr.q
PAJ
t-tYud'
Nc Si
r,I:r.iAL DESERIFTIONT IOT-LI- NI,OET 7
J\.DDRE56: E| 41.'! |1p911 GrgVC Lanc
A.
Thc tollowing lnfo"rn^ t ion i*
Rgview Buaril bctorc a tinat
EOILDIHG IITTBE.I}ILS E
t{oof
uidinq
OUhsr WaIl l.ra t Frilrs
?aoela
6()ff i Ls
wind+wu
Wi ndovr Tuiru
Dooas
,. Drrcr Trin
Ha'Id ur Dccl( lta iIE
FlrrF"q
r.'l6shing$
C h irRrr$y E
TrrFh Encloautco
Gtecnbouc cE
Rctoln'ln! wal,Ig
ExLcrivr Lighr i ng
O Llre r
r oqulrcd lor nr,rhmi L lgl
apprgval con he Eivetr:
![fFE QF llAtER&f,rJ
_ Cedar Shlnrtle
Lu glrc ucElgn
COLOR
N.i tu rn I
ioi{,{tilt nl:e$ Ctdy/,! AtlrF
-fibooe
._ g tny.-ggati tc
Cedsr ts.rtural
lra tu!6I
Clad .. 0ral.._
hlood _
C I J !t./h no rJ
... Grav
cray,/N a hrr r* 1
-CI
ird-lUoad , era9,/Nat-u r'^ 1
NcturalWr.rud
Hctal !Iack
(:nnnf,f
Eton€Crry drer i t'i
Na Lura I
Nonn
None
dbood
l{eta I IJ | 0ck
negi,Jngl:
Phoac !
L [,ANl )licAPrNC I Notl|e .lt lit|a tra$drucpe Pl.rn
FR0r'1 :PHONE NO. :
COLOMBO INTERNATIONAL, INC.
623 E. HOPKINS
ASPEN, COLORADO 816I1
P@l
970 92s-7806
e70 92s-397?. FAx
FAX TRANSMISSION
DATE: 3/13/96
TO: Town of Vail Community Developmenr
ATTENTION: Lauren Waterton
FROM: Jlm Cotombo
NOTE: List of Materials NO. OF SHEETS-z.-
COMMENTS:
Dear Lauren,
It was a pleasure to rneet with you the other day. Attached
Plerse find the List of Materialc for thc Mc Intyre Residence in the
Lionsridge Subdivision, Ptease let me know if I can provide you with
any additional information. Please eonfirm with me when staff approval
is complctc so that I may submit for building perrrrit, Thank you for
your help and I look fonvard to talking with you soorl.
SIGNATUR
t lmttilshtyn
ll2l tl, Irutrru loril - # 242
t||it t0n lrorotrnol
IrI,t0tl$l
Town of Vall
Deslgn Review Commlttee
Dear Sirg,
This letter f e to authorize Mr. Jamec P. Colombo, Prcsident of Colombo
Intematlonal, Inc., to ropresent me in mstterr concernlug the remodel of my houre
In Yelt (located at l462nAspen Grov4 Lane). If you need rny further asrirtance or
clarlltcation from me regardlng thlo rnatter, please feel freg to call me at my
California numbor.619-587-9088 - or to call me at my now Denver numberwhich I
am in ihe process of procuriug but ar ofyet have not. At such time ac I do proeure
that number it witl be available through directory asslstarce ln Denver, nrea code
303, Thank you for your attention to this rnd other sssociated metters.
Slncerely'
fu Jcd,t fu,g(.
W. Scott Mclntyrc
"\IV
?S : {] I
I()t/ (:(]n4fu|, DEY. DEPI
Jim Columbo
Columbo lntl,
623 East Hopkins
Aspen, Co.81611
March 4, 1996
The Lionsridge Fil. #4 Homeowners Assn. board of directors met on A27|SO to review
the plans for the addition to the Scott Mclntyre residence. We have no objections to
your proceeding with the plans that you've submitted to us for review We wish you the
beg of luc* and regret lhe delays that you may have been caused, This approval is ol
@urse conlingent upon your acquiring all of the necessary permits, insurance, and
abiding bythe covenants of Lionsridge Filing #4 Homeowners Assn,
Best Flegards,i#=
'lirm Fitdr - Mgr.
Lionsridge Ftl. #4 Homeowners Assn.
PO 4191
Vail, Go, 81658
974-476-7?,02
N{E]\IORANDUN{
TO:
FROIT4:
DATE:
SUBJECT:
Tom Moorbead
Andy Knudtsen
January 2.1996
Employee Housing in Lionsridge 4th Filing
The Ouestion
Tom Braun. representing Carol Orrison, would like to know if the caretakers units
constructed in the Lionsridge 4th Filing should be deed restricted as Type I, II, III, IV' or
V Employee Housing Units.
Background
Carol Orrison is rhe owner of Lot I 0. Block 4. Lionsridge Filing No. 4. There is currently
a single family home and a tu'o-car garage on the propert-v. The properfy has less than
100 sq. ft. of GRFA available for future development. He u'ould like to build a two-car
gzrrage and a caretaker on the property.
Lionsridge 4th Filing is zoned Single Family. However, Ordinance l5 of Series 1989
allo',r,s a caretaker to be constructed on each lot. As a result. each lot has the potential to
support a Primary/Secondary type of strucrure. Per Ordinance l5 of Series 1989. the
carctaker cannot exceed one third of the total GRFA allowed on the lot. The Ordinance
specifies that the employee unit "shall be permitted on each lot." The definition of the
employee unit is provided in Section I 8. I 3. rvhich is the Primary/Secondary section of the
code. That citation has since been removed and transferred to the Type I portion of the
Employee Housing Ordinance.
The Emplo)'ee Housing Ordinance
Thr Employee Houiing Ordinance provides for five different types of employee housing.
Thcre are different attributes of each type that match the Lionsridge 4th Filing standards,
but there is not a clean match between any of the types and the situation in the 4th Filing.
Staffbelieves that it is a closer match to the Type I. as there are six attributes of the
Ernployee Housing Ordinance which match the situation under a Type I scenario. The
Type II has only one attribute that matches this situation: however staffunderstands that
the one is significant. Staffbelieves that all of the attributes are important and would like
your interpretation as to which restriction, a Type I or Type II is appropriate.
I.
II.
II I.
TO:
FROM:
DATE:
SUBJECT:
MEMORANDI.]M
Tom Braun
Andy Knudtsen
January8. 1996
Employee Housing in Lionsridge 4th Filing
On January 4,1996, Tom Moorhead and I reviewed the attached memo and analyzed the
Employee Housing Chart, located in the zoning code at the end of the Employee Housing
Chapter. He concluded that the caretaker dwelling rmits in Lionsridge Fourth Filing should be
deed restricted as Type I EHU's.
Please call me or Tom if vou would like to discuss this further or would like additionat
documentation.
2
.' .'trr.ill*r *tlF$' t.r t{!t 4rr_q{i'!; i r
I
rv vr|alLudl \:lay
rAvailable as custom-mixed in RECENCY Acrylic tatex !
ftre.oto6 ittutttated here may vary subslantially dep.
t{, ri \',l,;i j.t|I{rilt^r;,. .tii:!,,
.|l olign Review Action Ftr
TOWN OF VAIL
Category ttumoer 9 oate -l /tr.f rs
Project Name:
Building Name:
Project Deecrlption:
Owner, Address and Phone:
* zgz Lnq- o3/ /
Architect/Contact, Address and Phone:
LegalDescription:Lot / l Block Z Subdivision L.'^ " -' ., ^..t-1- / l ZoneDistrict'P/t-
Project Street Address:
Comments:
"o.,odililo-mh'Motion by:
Seconded by:
fl Approval
! Disapproval
fl stattRonrovat
Conditions:
nL,= *,1' ?' * ' '/
Town Planner
oae: -7/ tl lq<DRB Fee ere-oaia 7.0 . e .r,?a-/
r.vlr.ll I llllga
DESIGN
o
REVIEW BOARD APPIIICATTON . TOITIN r
DATE RECETVED:
DATE OF DRB MEETTNG:
**tt*******
Y**********
I.
A.
PROiIECT INFORMATION:
DESCRIPTION:=L!4 (: ]-/-('1 / I
El TYPE OF REVIEW:
New construction (9200.00) x Minor Arteration ($20.00)Addition ($50.00) concepEuaL Review ($O)
ADDRESS: /,/ 6' Z f :'.f en /r,.,,-, e' L.ttr. e.
LEGAL DESCRIPTION:tot //BLock 7
c.
D.
I.
iI.
If propert,y is described bydescription, pleiase provideLo this applicat.ion.
Subdivision
ZONTNG:
NAME OF
Mai I ing
APPLICANT:Address: :
a meets and boundson a separate sheeE
legal
and aLLach
F
F.
w
,fL
Tutn
,) # -.] '>-
.1 7c',) q7./ - Ct\>l
tc:
H.NAME oF owNER (Sl : L/-/ ( ,..., /1 /,-.1 c f ," / ur. *
O'{MR (Sr SrcrverURE.. 7. J,."2t . -'"<,'l',_,,-Z',trt.u.-
NAME OF APPLICANT,S REPRESENTATIVE , M ,/+Mailing Address:
Phone
Mailing Address: I 11,'-,.'t / q,,,, ( /,..( b ?q Z.
Phone t'z ,,', ,,., - ,r'.j> j
APPLrcATroNs wrrJL Nor BE PRocEss.gD wrrilottr orflIax,s srcrvAftRE
Condominium Approval if applicable-
DRB FEE: DRB fees, as shown above,\ are t,o be paid at thetirne of submiLral. of . t.he DRB apprilation. -r,i[ei,
wnenappryi.ng for a buirding permit,-plbase identify the accuraE,evaruation of the proposar. The iown of vail wilt adjusr uhefee according to the Eable below, to ensure Lhe correct feeis paid- ,*^ d"ffi7 cHEcK #,tZK oenn, ///o
FEE SCHEDULE:
VALUATION
t\ ir i n ,.|n r\v I J"V, |.,VV$ 10,001 - $ 50,000$ s0,001 - $ 1s0,000
$1s0,001 - $ s00,000
$500, 001 - $1.000, 000$ Over $1, 000, 000
DESIGN REVIEW BOARD APPROVAL EXPIRES
APPROVAIJ I'NI'ESS A BUIIJDING PERI'TIT ISIS STARTED.
FEE
- iD ZU.UU
$ s0.00
$100.00
$200.00
$400.00
$s00. 00
ONB YEAR AFTER F'INAI,
ISSUED AIVD CONSTRUCTION
I,IST OF MATERIAIJS
NAME OF PROJECT:IYLf ,., / vt'c f c Ptt t'/J / ,tt,:
I,EGAL DESCRIPTION: LOTJI BLOCK 2 SUBDIVISION L)2,,,'7,}q.
STREET ADDRESS:
The following informaLion is
Review Board before a final
A. BUUJDING MATERIAIS:
reguired
approval
TYPE OF
for submiLLal
can be given:
MATERIAIJ
Roof
Sidinq
Ot.her WaIl MaEerials
Pascia
Soffits
Windows
Window Trim
Doors
Door Trim
tland or Deck Rails
Flues
Plashings
Chimneys
Trash Enclosures
Greenhouses
Retaining walls
Exterior [,ight.ing
OL,her
f .,rtrl^ rrl f - f c.,ic r -cl,c/A c ,
B. LANDSCAPING: Name of
/-: V, ./. /.' t/ nt
-.$ l'ucL'.ct q, orf (/-z/t tt&
, (f e,ir I S ta;ze ),, V.(,<,toc,<{ K t+,/.iV1
i;uao C.l
t ,t-'cra >(
Wt?
)v//
(
6
f.-l:""/ )
// /t
t^/11
@ /rft
g 1:4 / flot +
Designer:
Phone:
i c,./c r, + .c-,
hc,rt /S -
t.o the Design
COLOR
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( r., l(rr Z /
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75 south fronlage road
Yall, colorado 81657
(3m) 47$.2138
(303) 479-2139
otfice ol community development
January 23, L990
Snowden Snith
P.O. Box 877
Va j.I, Colorado 8L658
RE: Lot 11, Block 2, Lionsridge Filing 4
Dear Snowden:
Thank you for your recent letter concerni-ng the above nanedproperty. At thj-s tirne, the Town of Vail has not rbceived a
formaL application for the resubdivision or deve)-opment of the
site. Should the Town receive a formal application for a
resubd.ivision, zone change, variance, etc. I the request wilI be
published in the VaiI Trai1, as required by the Town Zoning Code,
prior to any formal hearing.
Your letter wiLl- be retained in our permanent files. ff you have
additional questions, pJ-ease feel free to call at (303) 479-2138.
Again, thank you for your input.
Sincerely,
Ue hzz:-
Mike Mollica
Town Planner
1 oo
75 south fronlage road
Yail, colorado 81657
(3Gt) 47$2138
(3(B) 4792139
office ol community development
January 23 | L99o
Bruce KingP.o. Box 1435Vai1, Colorado 8l-658
RE: Lot 11, Block 2, Lionsridge Filing 4
Dear Bruce:
Thank you for your recent letter concernj-ng the above named
properly. At this time, the Town of Vail has not received a
formal -pplication for the resubdivision or developrnent of the
site. should the Town receive a formal application for a
resubdivisj-on, zone change, varj-ance, etc. ' the request wil-l be
published in the Vail_ Trail, as required by the Town Zoning Code,
prior to any formal hearing.
Your letter wi-1l be retained in our permanent files. If you have
additional questions, please feel free to call at (303) 479-2L38.
Again, thank you for your inPut.
Sincerely,
/4A n,u,:-
Mike Mollica
Town Planner
ffif0JAN 22 iv90
January 19, 1990
Mr. Lary Eskwith
?5 South Frontage Road
Vail, CO 81657
RE: Re-subdividing Lot ll Block 2, Filing 4, Lionsidge Subdivision by Ownen
of Record., William T. Selby and Robert E. Selby.
Dear Larry:
As the owner of Lot 1, Block 2, Filing 4, Lionridge, I wish to go of re cord in
expressing my disapproval of any efforts to re-subdivide Lot ll.
As a member of the Lionsridge No.4 Homeowners Association and taking note
of the purpose for the declarations of protective covenants, I feel it would set
a bad precedent to grant a re-subdivision of any lot in the subdivision.
By allowing the owner of Lot 1l to make such a change, you would allow one
owner to negatively impact all the surrounding property owner, including those
of the Ridge at VaiI and the Cliffside subdivisions to the South and West.
I would apreciate being kept informed of any attempts to re-subdivide or change
densities in any way through the Town of VaiI.
I can be reached at work, at phone 303-949-6400, or at home phone 303-47 6-3625,
or by mail, POB 1435, Vail, Colorado 81657.
Sincerely,
Owner
-{3--*- /)?
Bruce King /
Lionsridge Home
and Vail Resident
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rAGLE COUNTY, P. O. BOX179
CoURTHOUSE, EAGLE CO. - pH. (303)328-6339
oor. December 10,
Jeffrey B. Selby
BUILDING
AD ORES S P.U.
PERMIT
''r#-r*,'\fuH'l tt --ouJiL
APPLICANT
PER M IT TO
{NO,)(srREEr)
NUMBER OF
DV\,ELL ING UNITS
(CONTR'S LI CE NSE )
1Const. A S.F.H.(-) sroRY
N0.(TYPE OF IMPROVEMENT)( PROPOSED USE)
AT (LoCATIoN)
(CROSS sTREET)(cRos5 sf REET)
ll.o
o
oz
It!
l!
s uBo tv ts toN
BUILDING IS
Li onsri dqe
TO BE
-
FT. WIDE BY
-
FT. LONG BY
11 ? tor
LOT A BLOCK ______:- S I ZE 67213.08
FT. IN HEIGHT ANO SHALL CONFORM IN CONSTRUCTION
BASEMENT WALLS OR F OUNOAT IOIt
(TYPE)
TO TYPE USE GROUP
R E MAR KS:
AREA OR
VOL UME
Plan Check - 372.75
EsrrMArEo cosr $ 225.000.00 FEE"'t $ 745.50
(CUBIC/SAUARE FEET}
o**.. Jeff and Maro Selby
oo o"ra
BUI
BY
(Affidqvit on revere side of opplicotion to be compleled by ouihorized ogenl of owner)
I hereby certify thot the proposed work is outhorized by the owner of record
ond I hove been outhorized by the owner to moke this opplicotion os his
' outhorized ogenl.
'
SIGNATURE OF AGENT
ADDRESS (NUMBER) (STREET) (CITY)
APPROVED BY TITLE
DATE t9
Ne
' -oigt
Iof3CONSilJCTION PERMIT APIICATION
Jurirdiction of EAGLE COUNTY f
USE THIS FORM WHEN APPLYING FOR ANY OR ALL OF THE FOLLOWING PERMITS:
crRcLErHosErHArApply-[A] Building IB] Plumbing IC] Electrical ID] Mechanical
tEl RoadCut/RightofWay IF] Individual SewageDisposal System IGJ Grading tH]
Appticant a complete numbered spaces only.
Sign
SITE PLAN MUST BE INCLUDED WITH THIS APPLICATION.: exceptions are listed in
ructions refer to Eagle County
publication "Graphic & Submittal Requirements for Site Plans".
QL.".Vt *ttz7
PLANS CHEC(ED 8V -ff,^'"i)u-6
Write Copv-INSPECTOR Elue Copv-APPLICANT Green Coov- ENVIRON M€NTAL HEAcopv
L >4.-
JOO AOORESS
r bE33i
LOT NO BLK
z--I tc *'> /( t DGt' f r Lt /uo lv6
i CsEE arrAcH€o sHEET I
OI/VN€R MAIL AOOF€SS ZIP PHON€
" l -,/,-.1 - , r, <' .\,t..". <- .-).\ ' (- t'^. Jyrr ur-'t (> . 'f,tfsl + /vlr\lid -,>i ttt'1 f'b). t)r'l t\'?) u At( , C! ; lltf -!17CONTFACTORPHONELICENSE NO
3
4
AfICHITE€T OFI OESIGN€R
,i"t*/1lLD h,-77 dt tl 6 reor r75j LlArt (a
PHONE
./76 3</d 2 L(' 7?{
,\Iffi';-/''t*1"*;i,it?A/"?'qT:Hi,I0r,*:ot,"1',ilt:;*"7!t"'77{. iTq'ii u:"*:
LENoER MATLADoRESS
6 f4 1)iit'F -,l\ti,t"CS l(Art' 1l'-c-,61'/4r/(t/,) /l<( (A1 ,f AFrl,,/frr'
7
USE OF BUILOING
'rt rr' (,' I F FAn il-v .?--,n Ft.(F,
I Ctasof work: (lew tr ADDITToN D ALTEEATION tr REPAIR E MOVE D REMOVE
9 Describernrk: Tt.ta 'ifltz,1 trir+ue [f,.,-/Dta/,](E e /ft fArrta, (.Av*t€*'t
hri''T;c C Att (,At?AC,ra-
l0 Change of use from
Change of use to
ll Valuation of work: $ L ? {.@O uo 14 Total f loor area of structuru: 4 5tt,
12 Acreaseorq.footageof lot: Lr7 Z- tt 0? .tE. /1 15 Height ol structure above f inish grade: Z Y -y'r,:{
l3 Sq. footage of lot coverage: LQ: OC,
t
tG Speciaf conditions and Additional Information: ,/Z-_,, -*- -/--- -A ?2, 7 <
zu- E t-r 7zd 5a
///9,24
I HEREAY CERTIFY THAT I HAVE READ AND EXAMINED THISAPPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT,ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WONK WILL AE COMPLIED I\'ITH WHETHER SPECIFIEO
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
TYPE OF WOBK WILL AE COMPLIED I\'ITH WHETHER SPECIFIEO
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLAT€ OR CANCEL THEpRovrsroNs oF aNy orHER srarE oR LocAL LAW REGULATTNd
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTIOI{;
Canary Copv-ASSESSOR Pink Copy-ENGINEERI Nc Goldenrod Copy-EXTRA
o
SPE CTION
TOWN OF
REQUEST
VAIL r
DATE
READY FOR
LOCATION:
JOB NAME
INSPECTION:
CALLE
TUES THUR FRIWED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
INSULATION
SHEETROCK
tr GAS PIPING
tr POOL / H. TUB
{r'*ot
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH O EXHAUST HOODS
CONDUIT O SUPPLY AIR
O FINAL
APPHOVED
haecrorus,
tr DISAPPROVED tr REINSPECTION REOUIRED
INSPECTOR
DATE
IN
I
SPE CTION REOUIST
TOWN oF YAlRff
JOB NAME
INSPECTION:
CALLEB
TUESQ-b)'WED THUR FRI PMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
D INSULATION
D SHEETROCK
tr GAS PIPING
tr POOL / H. TUB
ELECTRICAL:
fl TEMP. POWER tr HEATING
tr EXHAUST HOODS
CONDUIT D SUPPLY AIR
tr FINAL
PPROVED
RECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
rr,r#-cfloN- nepwsrTOWN OF S,-.,t..,
DATE JOB NAME
MON
CALLER I
READY FOR
LOCATION:
INSPECTION:TUES WED THUR FRI AM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr
tr
tr
tr
o
tr
E
FOUNDATION / STEEL tr
tr
tr
tr
tr
tr
tr
ROUGH / D.W.V.
ROUGH / WATEBFRAMING
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
FINAL
ELECTRIGAL:
tr TEMP. POWER
IIECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
trtr FIML FINAL
,f,Aeenoveo
,,,./ CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
1;'DATE INSPECTOR
,"rt"toN neouisr
oor, .?/Elf,e JoB NAME
INSPECTION:MON TUES WED THUR FRI AM 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
tr
tr
n
GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n_t--_------T---7-
d rrNar- tr FINAL
ELECTRIGAL:iIEGHANIGAL:
tr
tr
tr
o
TEMP. POWER tr HEATING
ROUGH tr
tr
n
EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FINAL tr FINAL I
tr APPROVED
CORRECTIONS:
ilDTSAPPROVED if erruseecrroN REeuTRED
,*#"roN REouFsrrowN oF yArqr/
INSPECTION:
JOB NAME
MON TUES WED THUR FRI PMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr
tr
tr
tr
tr
u
t-'l
UNDEFGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n-tT
d rrrunr- tr FINAL
ELECTRIGAL:
tr TEMP. POWER
[IEGHANIGAL:
tr HEATING
tr ROUGH tr
o
rl
EXHAUST HOODS
tr CONDUIT
rl
SUPPLY AIB
tr FINAL tr FINAL I
tr APPROVED
CORREGTIONS:
DISAPPROVED ] REINSPECTION REQUIRED
INSPECTOB
,AL. .P-
-I-!# INSFECTION REPUFSTi TOWN OF VAIE. .i
oo* t / I JoB NAME {El/ t!'/ ' "'r
' )ALLER l;e .=#
READY FOR INSPECTION:MON TUES WED rrur l1')\;=./--'AM' PM
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
--
O ROUGH / D.W.V.
tr ROUGH / WATER
tr GAS PIPING
tr POOL/ H. TUB
tr
n
tr FINAL
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
-
tr
tr FINAL
tr FBAMING
n ROOF & SHEEH- PLYWOOD NAILING
tr INSULATION
tr SHEETROCK NAIL
tr
tr
tr
tr
tr
NAL
ELECTRICAL:
TEMP. POWER
ROUGH
CONDUIT
tr FINAL
tr APPROVED
GORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
'l
.zl
DATE
",)2. J,i t_--.INSPECTOR
,*rt"toN neouisr
TOWN OF VAIL
.
oor,- 6'- ? Y-&-roB NAME
tr APPR
CORFEGTIONS:
CALLER
READY FoR INSPECTIoN: MoN TUES wED THUR @ -------@ PM
LocArloN: slvL4< /-|o J<l^' V+wul?'/
ED PECTION REOUIRED
>-c r\l?
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
INSPECT
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES WED
ln#crtoN REouEsr
TOWN OF lAilS. r'
AM PM
i!'
BUILDING:PLUMBING:
tr UNDERGROUND
tr BOUGH / D.W.V.
tr BOUGH/WATER
tr
tr
El
tr
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr
B
tr
tr
HEATING
tr ROUGH EXHAUST HOODS
tr CONDUIT SUPPLY AIR
FINAL tr FINAL
2\neenoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
}'- ;
,*rt"toN REouEsr
TOWN OF yA[- .
DATE
:
I ' ;" ' JOB NAME
INSPECTION: MON TUES , WED THUR FRIREADY FOR
LOCATION:
AM PM
BUILDING:
O 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 POOLi H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
O FINAL O FINAL
..1tr APPRoVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
,*rt"rroN REeuEsr
TOWN OF VAIL
DATE . t^El l\t^ltE,t.
JOB NAME
READY FOR
LOCATION:
INSPECTION:
CALLER
I MON -' TUES WED THUR FRI PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r-.r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL/ H. TUB
NAIL tr
tr
tr FINAL tr FINAL
ELECTRIGAL:MECHANICAL:
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
tr
o FINAL
tr APPROVED
CORRECTIONS:
DISAPPROVED tr' REINSPECTION REQU IRED
DATE INSPECTOR
I
PE CTION
TOWN OF
REQUESTyAtL iINS
DATE
READY FOR
LOCATION:
INSPECTION:TUES @ THUR
JOB NAME
MON
CALLER
FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEE-
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
tr INSULATION tr GAS PIPING
f, sneernocK NArL
tr
C POOL i H. TUB
n
tr FINAL tr FINAL
ELECTRIGAL:
O TEMP. POWER
MEGHANICAL:
O HEATING
tr ROUGH D
o
n
EXHAUST HOODS
tr CONDUIT
D
SUPPLY AIR
tr FINAL tr FINAL
(ppq6yEe tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
I
SPE
, : .:.:aT.'{ ',..4 t
REQUESTyAlL r,
CTION
TOWN OF
IN
.. ii<_ \ L,,DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES
,,, J'f-
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGBOUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
INSULATION tr GAS PIPING
,zaal*POOL / H. TUB7-/:t2
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
D FINAL
tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
DATE z.--z 7 '-"&L--INSPECTOR
I
PEINS CTION REQUEST
TOWN OF UAIL .
DATE
READY FOR
LOCATION:
JOB NAME
INSPECTION:
CALLER
MON i TUES :WED THUR FRI ^Lj)
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGBOUND
tr FOUNDATION / STEEL
FRAMING
INSULATION
SHEETROCK tr POOL / H. TUB
tr FINAL tr FINAL
{tgtt€Fffififf
GAS PIPING
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
E HEATING
tr ROUGH D EXHAUST HOODS
E CONDUIT O SUPPLY AIR
tr FINAL
PPROVED
CORRECTIONS:
tr DISAPPROVED N REINSPECTION REOUIRED
'-- P>--TNSPECTOR / ___.
o
PEINS CTION REQUEST
TOWN OF yAtL .
DATE
READY FOR
LOCATION:
INSPECTION:MON WED THUR FRI
JOB NAME cE"4t '28 -
CALLER
TUES PM
Lar- | |.-9
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGBOUND
(nouc' / D.w.v.
yznoucH / wATERFRAMING /,X T -:--
tr
tr
o
D
INSULATION tr GAS PIPING
SHEETROCK NAIL tr POOL / H. TUB
FINAL
tr
tr FINAL
ELEGTRICAL:
tr TEMP. POWER
tr
tr
D
ROUGH
CONDUIT
tr FJNAL
+ft'nepnoveo ./ .'at! r, ,.<-/.,-<_-rzt 742- _--z -OCORRECTIONS': ,'
O DISAPPROVED N REINSPECTION REQUIRED
ru
-a-.DATE 1*
t
DATE
INSPECTION:
JOB NAME
MON
rr,r#cnoN REeuEsr
TOWN OF yAtL ..
TUES WED THUR FRI
CALLER
READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
O INSULATI O GAS PIPING
o snerrnoCk ,,NAIL
-
D POOL/H.TUB
tr
tr FINAL
o
o FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
ROUGH tr EXHAUST HOODS
tr
tr
tr
CONDUIT tr SUPPLY AIR
FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE 2- /D* rz INSPECT
)-f lL' I ,*#"toN REouEsr
TOWN OF yAtL .*
-
I
L
DATE
READY FOR
LOCATION:
INSPECTION:THUR FRI
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
/ STEEL
PLUMBING:
tr UNDEBGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
tr INSULATION D GAS PIPING
tr SHEETROCK NAIL tr POOI / H. TUB
s =Jr**"r-?llr,,o.,l'rrr,' / t
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
tr DISAPPROVED D REINSPECTION REQUIRED
CORRECTIONS:
/12ts--ome /- t - "f z- ;NSpECTO-R
t
INSPECTION
TOWN OF
REQUESTyAtL ..
DATE
READY FOR INSPECTION:
C' u!'/
JOB NAME !L,! ii, I. I
CALLER
MON TUES WED \THUR . FRI AI'/, PM
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr BOUGH / WATER
tr FOUNDATION / STEEL
( rnnrvrrr.ro
tr INSULATION tr GAS PIPING
D SHEETROCK NAIL tr
U
tr
POOL / H. TUB
D
tr FINAL FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr
tr
tr
SUPPLY AIR
tr
tr FINAL FINAL
tr APPROVED
CORRECTIONS:
. ELD+SAPPROVED -€ REINSPECTION REQUIRED
DATE INSPECTOR
INSPECTION REQUEST
TOWN OF yAtL i.t/
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
ALLER
TUES
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
D FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
tr INSULATION
tr SHEETROCK
tr GAS PIPING
NAIL O POOL / H. TUB
tr
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ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
tr
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tr ROUGH / WATERtr
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,"rl!"toN,.,1 TOWN OF
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DATE JOB NAME i
TAILA
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f"ues.
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O FOOTINGS / STEEL
PLUMBING:
O FOUNDATION / STEEL
tr UNDEBGROUND
E ROUGH / D.W.V.
D ROUGH / WATERO FRAMING
tr INSULATION tr GAS PIPING
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tr TEMP. POWER O HEATING
D ROUGH tr EXHAUST HOODS
D CONDUIT tr SUPPLY AIR
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tr DISAPPROVED O REINSPECTION REOUIRED
CORRECTIONS:
DATE / ., J-;'INSPECTOR
CTION
TOWN OF
IN
t
SPE REQUESTyAlL f"
DATE
READY FOR
LOCATION:
JOB NAME
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AL
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E FOOTINGS / STEEL
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tr HEATING
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tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECT
DATE
] READY FOR
*,*LOCATTON:
{'cnr-r-en
INSPECTION:
.-
JOB NAME
@"TUES WED THUR FRI AM\ PM
rlr#cnoN REeuEsr
I
IBUILDING:
tr FOOTINGS / STEEL
PLUITIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
h rouruonloN / srEEL.\
ttr FBAMING
tr INSULATION tr GAS PIPING
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tr TEMP. POWER
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/)Z}APPBOVED tr DISAPPBOVEO T] REINSPECTION REQUIRED
oarc )-2 z--q? rruspecro/
JEFFREY B. SELBY
P. O. IOX t aet
vArL. coLoRADO tr657
August 4' 1981
I'tr. Ste\re Patterson
llcvrn of Val.l
75 South Frontage Road
val.l, Oolorado 81557
Dear Steve:
Qr behalf of the Otner of lot 11' Block 2. Lionrs nidlge Filing
No. 2, itef frey B. Selby, I would llke to veri fy an agreenEnt concerning
eecurl.ty of the construction site. iteff has mAde arrangements and has
an agreerFnt wLth chuck whitehouse to provide securJ.ty at the butldllng
sLte. Ur. I{tritehouse is at present andl will be, ttrrough the reroainder
of conatruction, living ln his traLler (License *YI'{ 1867) per his aglee-
Ent with ileff .
Chuck lghitehouse has asked us to senil you this notice of the
agreer€nt tretrreen hinself and Jeff. If there is a problen vtith this
letter senring as n6tLce of the security agreerEnt bet\iveen these teo
partles and of Mr. Selbyr s consent to let chuck wtritehouse llve on ttre
property in his trailer, please notJ.fy re inredLatel.y so that we can
work it out.
SJ.ncereIy,
SEI,BY & ASSOCIA1ES ..
^\lll t*4 ffu'4v ,_
VIB:Ih
cc! lilr. iteffrey B. Selby
ur. Chuck whitehouse
![rllys BaJ.rdl
TOWN OF
REQUEST
VAIL .
DATE
READY FoTC
LocATroN( I
FRI o"@
d} E UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
-
tr GAS PIPING
tr POOLi H. TUB
tr FINAL
-
tr FINAL
ELECTRIGAL:
tr TEMP, POWER tr HEATING
tr EXHAUST HOODS
-tr coNoutT tr SUPPLY AIR
tr FINAL
tr APPROVED ION REQUIRED
CORRECTIONS:
t
INSPECTOR
[)a'tt'tI INSPECTION REQUEST
DATE
REAOY FOR
LOCATION:
INSPECTION:
JOB NAME
MON THUR FRI AM {6,
Jo
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
tr
tr FINAL
tr DISAPPROVED O REINSPECTION REQUIRED
tr ROUGH
tr
D
PROVED
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
FOOTINGS / STEEL
D FOUNDATION / STEEL
tr FRAIVING
tr INSULATION tr GAS PIPING
tr SHEETBOCK NAIL POOL / H. TUB
D FINAL tr FINAL
COBRECTIONS:
tNtqDtr^Tn a -
July 1, I9g2
ivir. Steve Patterson
Town of VailBuilding Department
75 South Frontage Rd., West
VaiI, Colorado 81657
Dear Steve:
I am the owner and will be the permanent occupant of the
"Selby Residence" currently under construction on Lot 11,
Block 2, Lion's Rid.ge Filing lo. 4. l{y architect, Ron Todd'
has informed me of the Town of Vail Building Departmentrs
concern regarding the intended use of the "Study" Room IJo.
210 on the architectural drawings. I fully intend to occupy
the structure as my permanent place of residence, and therefore
will exercise total control over the use of the room in
question. My intended use for the room is as a study' and I
fully understand that the room may not be used as a bedroom
or sleeping room in its current configuration, due to lack
of sufficient egress. I also understand that my use of Room
2I0 as a bedroom or sleeping room of any type, without the
addition of an operable window conforming to the requi-rements
of Sec. L204 of the Uniform Building Code, 1979 xdition,
will constitute a violation of the ordinances of the Town of
Vail, for which I will be held accountable.
Please call me aE 476-0522 if you have any questions or
desire any additional information regarding this matter'
B. Selby
JBS : ns
Vail National Bank Building. Suite 307. 108 South Frontage Road West
Vail, Colorado 81657 . (303) 476-0522 - Vail . {303) 595-9385 - Denver Line
June 30, L982
Town of VailBuilding Department
75 South Frontage Rd., !'lestVai1, Colorado 81657
Attn: Steve Patterson
Dear Steve:
I am vrriting this letter to document the remeclial action
which Horst l(rebs of Alpenhaus Builders and I plan to
undertake at the Selby Resi-dence in response to Gary
llurrainrs inspection report dated June 25 | l-982.
la. To provide proper eglress to Bedroom 201, we
viill retro-fit one of the existinq casement
M.l
wj-ndows with special edge-hinge egress hard-ware
as Gary suggested. This work will be completed as
soon as we are able to obtain deliverv of the
necessary materials f rorn Pella.
I respectfully wish to express an opinion vrhich
differs from Garyr s determinations regarding the
Study, Rooln }lo. 210 on the plans. It was Garyrs
conclusion that since the room had a sma1l closet,
it should be treated as a bedroorn; therefore, the
triple fixed-over-awning window assembly, rvhlch
has been in place since autumn of last year, will
not satisfy egress. The untimeliness of Lhis
.'l a -i . .: r-r,r .i n:+i r,n l several iarontits after the windowe+vrf , \ Linstallation and subsequent to application of all
finish roaterials and trim, including window
covering), will unfairly burden I1r. Selby with an
overly costly window modification which could have
been mitigated by more timely notification by the
Building Department. However, rve vrill still
contend that the room is a study, and not a bedroom,
and wish to point out that the xa91e County Building
Department, which revievred the construct.ion documents
and issued the building permit under which construction
Town of Vail
June 30, 1982
Page 2
3.
ok',
-(/t
has been accomplished, concurred with our definition
of that room, despite the inclusion of two closets
initially indicated on the plans. r woilltl also
like to poj-nt out that the electrical convenience
outlet in the middle of the room vtas designed to
occur beneath a free-standing desk, and is not a
typical location for a electrical outlet for a
bedroom use. If the Town of Vail Building Department
sti1l feels that Room 2f0 should be treated as a
bedroom for egress determination, I wish to have
the opportunity to present my arguments to the
Town of Vail Board of Building Appeals at the
earliest convenient date.
Handrails will be installed along one side of
the basement stairrvay, and the two partial stairways
at the living room and entry.
Horst has contacted the installers of the smoke
detectors, and they have given assurance that the
detectors are currently operable. Uorst will
arrange an on-site meeting with Gary and the
installers to verify that the detectors are in
fact operable, or to determine what needs to be
done to make them so.
Best regards,
Q,u-l C LL
Ronald A. Todd, Architect
Post Office Box 1753
Vail National Bank Building
Vail, Colorado 81658
*a'
Please call me at 476-3510 to discuss these issues in further
detail. I request the granting of a temporary occupancy permit,
pending the completion of these items.
7+q 7 c +l .r-.
^
oor, 6* z .t--(t-JoB
NAME
CTION
TOWN OF
REQUEST
VAIL
INSPECTION:
CALLER
MON TUES WED THUR
At-ptN l)tlo J s t'-
BEADY FOR
LOCATION:
---@)
PM
=L
BUILDING:
o FoorNGs /breer-
PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
N ROUGH / WATER
tr FOUNDATION / STEEL
D
o
o
tr
D
FRAMING
ROOF & SHEER
PLYWOOD NAILING D GAS PIPING
INSULATION
SHEETROCK
tr POOL / H. TUB
NAIL n
Xr'"o.
o
D FINAL
MECHANICAL:
f] HEATING
N EXHAUST HOODS
O SUPPLY AIR
D
FINAL /1
tr APPROVED I DISAPPROVEDr,.i- "' .- , ./'1 /2SetruspecrroN REQUT RED
oor, 6- 7/- &-INSPECTOR
rHE SELBY RESIDENCE
Lot 11, Block 2, Lion's Ridge Filing No' 4
Eagle County, Colorado
OWNERS:
Jeffrey B. and
P.O. Box 152 B
VaiI , Colorado
(303) 476-os22
ARCHITECT;
Maro Selby
81657
Ronald A. Todd
P.O. Box 175 3
Vail National Bank Building #307
Vai1, Colorado B 1657
(303) 476-3s10
STRUCTURdL ENGINEERS :
I Johnson - Voiland - Archuleta, Inc.{' Consulting Engineers' 2305 Canyon Boulevard
- Boulder, Colorado 80302
. (303) 444-19s1
MECHANI CAL Nd ELECTRICAL ENGTNEERS:
AbeYta Engineering Consultants
4O2 24th Street
P.o. Box 17 35
Glenwood. SPrings, Colorado 8160I
(303) 94s-2555
SOILS ENGINEERS:
Chen and Associates
Consulting Geotechnical Engineers
Suj-te C-7 Village PIaza
Glenwood SPrings. Colorado 81601
(303) 945-7458
Noved)er 25 ' l9B0
t s\*: --/
Datd
Permit t_: rJ I fSW.qe_
EmL; fr;,
TTIE SELBY RESIDENCE
Lot II, Block 2, Lion's Ridge
Eagle Cor:nty , Col-orado
SPECIFI CATIONS :
Filing No. 4
November 26, 19 80
DIVISION ONE _ GENERAI,
A.I.A Docr,ment A-20I, "General Condi tions of the contract for con-
struction'', thirteenth edition, August 1976, shall be included as a
part of Division One of these Specifications'
01300 submittals and substitutions - shop drawings required only
where specifically requested; substitutions to be approved in
advance by the Architectt verify availability of specified
materials before proposing a final price.
O14OO Inspections and tests required by codes, etc., shall be paid
for by the contractor. Testing Laboratory Services - Ourner
may require testing to be performed to de te rmine that materials
meet specified requi.rements ' Initial testing paid by owneri
re-testingdonebyindi.catednon-compliancewillbededucted
from contract sum.
OI50O Temporary Facilities - Utilities for construction operations
by General contractort a temporary toilet is required; con-
struction debris must be cleaned up periodically; no on-site
burning.
01700 project Close-out and Final cleanup - Clean interiors' remove
tags and paper coverings, polish floors and wood work, clean
hardware and plurnbing fixturesi remove a1I site debrisi clean
exteriors of building inctuding wafls and walks, clean glass '
DIVISTON TWO - SITE WORK
020I0 Subsurface Exploration - A soil and foundation investigation
has been prepared by Chen and Associates, Consulting Geo-
technical Engineers, Job Nunbe r 20,497 A, dated Augls t 11,
1980. A copy of the rePort may be obtained from the Architect'
The specific recommendations of the Chen report shalL be
strictly adhered to anil carried out. Contractor shaLl
verifv soils conditions and types during excavations, and
.*po.l any contradj-ctions of ttre Chen report to the Architect
pos th as te .
TIIE SELBY RESIDENCE
SPE CIF ICATIONS
Page 2
DIVISION TWO - SITE WORK (continued)
o2204
02500
Earthwork (Excavation, backfill, and grading) . A11 earthwork
shatl be performed in a carefuJ- responsible manner. Clear the
site and remove material encountered to obtain required sub-
grade elevations. Stockpile excavated materials r:ntil required
for backfill . Care must be taken during excavation ' backfill and
the stockpiling of soil-s material to avoid slippage of soil on
rock down steeper portions of the site towards adjacent projects.
The General Contractor and Excavation Contractor shall be held
responsible for any damage which results from the lack of
prudent care in excavation, backfill-, moving on stockpiling of
excavated material . Backfill soit shall be free of clay, debris'
or rock larger than 6" diameter, and shall be moistened and
compacted to 9Ot s ta-ndard Proctor density- Do not backfill
against basement walls r:ntil supporting slabs and floor framing
are in place and securely anchored. Areas to be graded shall
have a uni f orrn slope between finish elevations. Base for con-
crete slabs shal-l be a 4" thilck layer of 3/4 :-nch diameter washed
rock.
Site Drainage - Perimeter drain shafl be 4" p.V.C' perforated
pipe set in a bed of 3/4 inch diameter, free drainj.ng, washed
t""X. The drywell shall be a perforated drum (50 9a11on minimun
capacity). made of concrete or metal , set in a bed of 3/4 inch
diameter washed rock.
02550 site Utilities - Underground site utilities shaLl be installed in
accordance with applicabl"e codes and regulaLions, and shall con-
form to accepted practice for quality custom residential construc-
tion. A1I utilities are currently stubbed to the property line
along Aspen Grove Lane. Field verify actual locations of utility
s tubs .
02600 Paving and Surfacing - Paving shall be IL inch asphalt concrete
over 6 inches of compacted roadbase gravel. Paving shall be
sealed with two coats of an emulsified coat tar pitch product.
02800 Landscaping, shall be by separate contract.
DIVISION THREE - CONCRETE
03100 Formwork
brac ing
- Forms shall be steel
Iumber shall be Douglas
ar ,rpl rr_ f nrm,l
ni' T5r^l-' !)
class 1 or class 2;
or better, S4S.
TTIE SELBY RESIDENCE
SPE CIFI CATIONS
Page 3
DIVISIoN THREE - CONCRE TE (continued)
03200 Concrete - Reinforcement - Detailing, fabrication, and place-
mentofreinforcingsteelshallbeaccordingto:l4anualof
Standard Practice for Detailing Rei4forced Concrete Str
ffiing steel shal1 be ASTM specification
DIVISION POUR - MASONRY
No work in this Division.
DIVISION FIIE - METALS
A6L5-14t and shall be Grade 60, unless noted on drawings ' At
splices, lap bars 36 diameters. At corners, make horizontal
barscontinuousorprovidecornerbars'Aror:ndoPeningsin
wal-ls and s1abs, provide 2 - +5 bars ' extending 2'-0" beyond
edgesofopenings.Minimumconcreteprotectionforreinforce-
mentshallbeinaccordancewithA.C.I.3IS-TT.Providecon-
tinuous shear keys at all cold joints and elsewhere as shown on
the drawings - Welded wire fabric shall be AS TI4 Specification
A-185, 6x6, IO/LO. Furnish one (1) set and one (I) sepia of
shopanderectiondrawingsforreinforcingsteeltostructural
Enginee.r for review prior to fabrication '
03300 cast-in-Place concrete - concrete design is based on "Building
. code Requirements for Reinforced. concrete" (ACI 318-77) . Struc-
tural concrete shal1 have a minimum 28-day compressive strength
of 3ooo psl. Interior slabs shall have an integral monolithic
steeJ- troweled finish - In addition the garage slal: shal1 re-
ceive a sealer and hardening compound' Exterior slabs sha11
contain entrained air and shall receive a broom finish ' Con-
crete shall be cured and protected from weaLher extremes in
accordance with sec. 2605 of the Uniform Buildinq code, 1979
Edi tion .
05100 Structural Metal Framing - Structural steel shall be cletailed,
fabricated,anderectedaccordingtoA.I.S.C..'Specifications'',
lgTS, and "Code of Standard Practice" , 19T6 ' stxuctural steel
rolled shapes inctuding plates and angles shall be ASTM A36 '
Bolts shall be ASTM Specification A3O7' Bolt size shall be
3/4" . I'lelding shall be done by a certified welder in accordance
with AISC and AWS specifications and recommendations ' Furnish
one (I) set and one (1) sepia of shop and erection drawings for
structural steel to Structual Engineer for review prior to
fabri cation .
TI{E SELBY RESIDENCE
SPE CI FI CATIONS
P aqe q
DIVISION SIX - WOOD anil PLASTICS
06100 Rough Carpentry - Except where noted otherwi.se, all 2" lu,nber
shall be Hem-Fir S4S No. 2 and bet-ter, and all solid timber
posts shall be l}ouglas Fir-Larch No. 1. Provide solid blocking
at supports for wood joists and 1 x 3 cross-bridging at mid-
span or at lines at Br-0" maximum spacing. I.Iin imum nailing
shall be provided as specified in ?able No. 25-p "Nailing
Schedule" of the U.B,C., 1-979 edition. ply'wood sheathing shall
be C-D INT-APA with exterior glue. panel identification ind.ex
and thickness shall be on the structural drawings, Framing
connectors shall be by Simpson Co. or approved equivalent.
06170 Prefabricated Structural Wood - Roof and floor joists sha1l be
I-Series with structural wood flanges and structural plywood
webs as fabricated by Trus Joist Corporation (or approved
equivalent), r-:n1ess noted on clrawings othervise. Joists shall
be designed to support building dead loails anil live loads indicated
on structural drawings, provide joists with the depth and
spacing shown on drawings. Cross-bridging and erection bracing
sha1l be installed according to fabricatorrs requirements.
Furnish <.rne (1) set and one (1) sepia of shop and erection draw-
ings for prefabricated wood joists to Structrual Engineer for
review prior to fabrication.
Glued laminated timber rnaterials, manufacturer, and quality
control shall be in conformance witll AITC product standard
PS 56-73, "Structural Glued Laminated Tiniber". Luniber shall be
of such stress grade to provide glued laminatecl members with
allowable stress valued of 2400 p.s.i. in bending for dry con-
ditions of service. Members shall be industrial appearance grade.
Adhesi-ves shal1 meet the requiremen ts for wet conditj.ons of ser-
vice. Fabricator shalL furnish a1I j.tems of connecting steel
and hardware for joining timber members to each other and to
their supports, exclusive of anchorage imbedded in masonry, setting
plates, and items field welded to structural steel. Furnish one(1) set and one (1) sepia of shop and erection drawings for glued
Iaminateil timbers to Stlcuctural Engineer for review prior to
aroa l- i n-
06200 Finish Carpenty:
A. Exterior siding, soffits, and fascias - 1x I T. & G. V-joint
smooth clear al1 heart redwood.
B. Exterior trim and railinqs assemblies - smooth clear all-heart
redwood -
SELBY RESIDENCE
SPECI FI CATIONS
Page 5
DIVISION SIX - WOOD and PLASTICS (continued)
r)
E
F
Greenhouse framing, trim, sitls, and plant shelves - smooth
clear all-heart redwood .
Exterior decking - smooth clear red.wood 2x6 decking with L/8"
spacing between boards.
Interior trim - 3/4" x 2" plain sawn clear red oak with one
beveled edge.
Interior base trim - 3/4" x 3" olain s awn clear red oak with
beveled top edge.
Interior railing caps - 3/4" thickplain s awn clear red oak.
Closet shelving - Partic]e board with rounded nosing.
06400 Architectural Woodwork - Architectural woodwork shall be constructed
in accordance with Architectrual Woodwork Institute Prenr-ium Grade
standards. Material for custom architectural woodwork and built-
ins shall be clearplain sawn red oak unless noted otherwise. See
Section 12300 for prefabricated cabinets.
DIVISION SEVEN - TUERMAL and MOISTLIRE PROTECTION
07100 Waterproofing - Vapor barrier beneath slal: shaLl be 8 mil polyethy-
Iene. Men lrane waterproofing beneath second. floor decks shall be
Bituthene self-adhereing membrane or approved equal . Menbrane
water-proofing at roofassembly shall be asphalt impregnated roof-
ing felts; 15 pounds or 3O pounds per square as indicated on drawing.
07150 Dampproofing - 2 coats of spray applied asphalt emulsion at exterior
faces of concrete foundation wa1ls and basement wa1Is below grade.
o /zuu rnsuraEr-on:
A. Exterior frame wa11s and above greenhouse ceiling - 6" thick,
R-19 Fiberglass batt blankets wit-h aluminum foil vapor resistant
membrane.
B. BetvJeen roof joj,sts a-bove garage and storage room ceilings -
12" thick, R-38 Fiberglas batt blankets with Kraft paper vapor
resis t-ant membrane .
C. Between floor joists over crawl space and basement - 9" thick
R-30 Fiberglas batt blankets with Kraft paper vapor resistant
membrane,
C
H.
SELBY RESTDENCE
SPECI F I CATIONS
Page 6
DIVISION SEVEN - T'TIERI'{AL ANd MOISTURE PROTECTION (CONtiNUEd)
D. Insulating sheathing and rigid insulation - Glass reinforced
polyisocyanurate foam insulation board with foil-facing on
both sides; R-4 for t" thickness, R-I2 for t\" thickness, and
R- 16 for 2" thickness,
E. Sound-proofing in interior walls - 6" thick, R-19 unfaced
fiberqlas batt blankets.
O73OO Shingles and Roofing Tiles - Roofing shingles shal1 be GAF "Timber-
line" self-sealing asphalt shingles, weighing 330 pounds/square, or
approved equivalent. Shingles shall be installed in accordance
with manufacturers specifications for installation over plywood
decking on a 3 in 12 pitch. Color of shingles shall be "Heather
Blend".
07600 Flashing and Sheet Metal - Sha11 be in accordance with SMANCE
Architectural Sheet MetaL Manual , hot dipped galvanized iron'
24 guage .
07800 Roof Accessories - Skylights shafl be double-glazed acrylic plastic,
bronze over cIear, rectangular 14\" x 46L" manufactured by Dawn
Products Company, 5251 South Rio Grande Ave., Littleton, Colorado,
80120, or approve d equivalent.
O79OO Sealants - Caulking shaII be gr:n-grade, non-sagging, primerless,
silicone caulking; col,or to natch adjacent surface (s) as closely
as possible from manufacturer's standard colors. Sealants at
skylights shall be in accordance with skylight manufacturers re-
commendations for installation.
DMSION EIGHT - DOORS and WINDOWS
08200 Wood Doors:
A. Front entry door sha1l be carved redwood with plain sawn oak
veneer interior face, manufactured by Customwood I'1f9. Co., Inc.
P.O. Box 26208, Albuquerque, New t'4exico, 87125. Ttre door
face design shall be selected by owner.
B. The wood and hardboard (particle board) doors shall be the size
and thickness indicated in the door schedule. Oak veneer where
indicated shall be plain sawn red oak, and all" oak veneer doors
except door "A" shall have oak veneer rails. Glazed doors shall
be double glazed with insuLating glass -
SELBY RESIDENCE
SPE CIF I CATIONS
Page 7
DIVISION EIGHT - DOORS and WINDOWS (continued)
c. overhead garage doors shal-1 be solid core wood (or "Dura"
insulated) flush doors manufactured by overhead Door CorPor-
ation or approved equivalent- Exterior face of garage doors
shall receive 1x I T- &- G., "V" - joint, clear all heart
redwood sidinq to match other siding on the residence'
D. Sliding glass door shall be "PeIIa", dark-brown, metal-clad,
double-glazed slj-ding glass door assembly manufactured by
Rol-screen Co.
OB6OO Wood Windows - All wood windows including trape zoid shapes shal1
be "PelIa", dark-brown, metal-clad, double-glazed window units,
manufactured bv Rolscreen co.
O87OO Hardware - Hardware shafl be selected by Owner.
DTVISION NINE - FINISHES
oglo0 Lath anil Plaster - Stucco shall consi-st of three coats (scr:atch,
brown, and finish) of Portland Cement Plaster applied over
"Stucco-Rite" grade D waterproofed building paper backed, \pe 5FB
self-furring metal lath, manufactured by Tree Islancl steel, Inc.,
of Carson, California, or approved equivalent. Cement for the
finish coat shall be wate rproof white cement. Provide and install
rigid metal corner beads wit-h mesh flanges at aII exterior corners
andacontinuousmeta].dripscreedalongthebottomedgeofall
srucco areas. Provide and install control joints (u.s.G. No. 093 or
approvedequivalent),asnecessaryandpractical'Locationsof
contro]jointsmustbeaPprovedbytheArchitect.Provideand
install a metal edge casing (U.S-G- #66 square edge ' or approved
equivalent)alongsidesandtopofstuccoSurfaces.stuccoshall
not be applied to any surfaces containing frost' Do not apply
stucco when prevailing outdoor temperature is below 40 degrees F.
color and texture of stucco shall be designated by Architect after
consultation with stucco sub-contractor.
09250 Gypsum Wallboard - Wallboard tiroughout the house shall be t" thick
Gyps um wallboard with light orange-peel texture finish. TLr e ceiling
of the basement, garage, and storage, and tlte southeast wall of the
garageandstorageshallbe5/8''typeXdrlrwall.Drlrwallsurfaces
in the garage storage room, and basement shall be taped and painteal
(no texture) . Sound attenuation board shall be t', thick fiber
sound deadening board manufactured by Georgia-Pacific , or approved
equivalen t .
SELBY RESIDENCE
SPE CI FI CATIONS
Page B
DIVISION NINE - FINISHES - (continued)
O93OO Tile - A1I ti-le work sha11 conform to the 1979 Handbook for
Ceramic Tile installation of the Tile Cor:ncil- of tunerican
and ANSI 137I.1. Ceramic and/or clay tile shatl be selected
by owner.
09680 Carpeting - By owner.
O99OO Painting:
A. Exterior siding, soffits, miscellaneous trim, greenhouse
structure. and decks - one coat of olympic semi-transparent
s tain .
B. Exterior Fascias, door and window trim, and wood doors -
2 coats of Olvmpic Solid color stain.
C. Hardboard doors (excluding veneers) - one coat primer and
2 coats semi-qloss alkvd enamel.
D. Interior wood ceilings, veneer doors and trim - 2 applica-
tions of watco Danlsh oi]. .
E. Exterior ferrous metals - One coat of primer and two coats
of alkvd enamef.
F. Stucco - one coat of Itrompson's sealer and two coats of flat
acrylic latex.
G. Interior drywall (qeneral) and shelving - one coat primer and
two coats semi-gloss latex enamel .
H. Interior drywall (kitchen and baths) - One coat primer/sealer
and two coats semi-gloss Iatex enamel-.
Paints to be Devoe, Pittsburg' Cabots, or Sherwin I'lilliams '
SLain/Oil to be Olympic and Watco.
DIVISION TEN - SPECIA-I.TIES
10300 Prefabricated Fireplaces - To be selected by ov,ner.
10800 Toilet and Bath accessories - To be selected by owner'
SELBY RESIDENCE
SPE CIF I CATIONS
Page 9
DIVISION ELEVEN - EOUTPMENT
11630 Laundry Equipment - Washing machine and clothes dryer by owner.
f1900 Residential Equipment - nesidential Appli&nces by owner-
DTVISION TWELVE - FURNISHINGS
12300 Cabine ts and Storage - Cabinets and vanities shall be "A1pha" manu-
factures by wood-Mode Cabinetry, Dept. 22, Kreamer, Snyder Co.,
Pa. 17833. Pul1s and handLes to be selected by owner. Plastic
lanr-inate cormtertops sha1l be f ormica of Nevanar, colors to be
selected bv Owner.
DIVISION TFII R1IEEN - SPECIAL CONSTRUCTION
13850 Swimming Pools - Spa pool shalL be the "I4alibu" six-foot octagonal
spa complete package including insulated cover, manufactured by
Beachport Spa Systems,
DIVISION FOURTEEN - CONVEYING SVSTEMS
No work in this oivision.
SELBY RESIDENCE
SPECl FI CATIONS
Page tO
DI\ISION TIFTEEN - MEC]IANICAI,
15400 Plumbing
1.General:
A.Provide all materials, labor and incidental-s to install a
complete plumbing system serving all fixtures, outlets, drains
and water heaters as indicated on the drawings and herein
specified.
AII work shall be executed and inspected in accordance with the
Uniform Plurnbing Code, public utilities, state and locaI codes
and regulations applicable to the trades affected.
Ttris subcontractor shall- consult with local- utility companies
and agencies and shall extend domestic water, gas and sanitary
sewer services to the building as required' Service shall be
installed in strict accordance with rules and regulations of
these local companies and agencies. Include in base bid aII
fees for permits and connections related to this work.
Visit the premises so as to ascertain the existing conditions
before bidding. No extras will- be alLowed due to lack of
knowledge of these conditions.
Guarantee all materials ' workmanship, the successful operation
of alf equipment and apparatus installed for a period of one
year from the date of final accePtance of the entire work.
Repair or replace any part of the apparatus which shows any
defect durinq that time .
B.
D.
2.Products :
A. Interior Soil, Waste and Vent Piping:
l-. Above grade - galvanized steel pipe with galvanized malleable
fittings or service weight cast iron soil pipe and fittings'
bell and spigot type with lead joints, DWV copper pipe and
fittings with 5O-50 soldered joints or no hub cast iron'
2. Below grade - service weight cast iron soil pipe and fittings 'bell and spigot type with lead joints or no hub cast iron
SELBY RESIDENCE
SPECIFICATIONS
Page ll
DIVISION FIFTEEN - MEGIANICAL (continued)
B. Exterior SoiI and Waste Piping: Standard i^reight vitrified
cl-ay pipe and fitting with hot poured bitumastic joints unless
otherwise indicated on the drawings. Mechanical tyseal joints
are acceptable. Contractor may use PVC Waste and vent piping
belowgrade providing' written approval given by local authori-
ties .
C . I^later Piping :
1. Above grade - type "M" copper with wrought copper sweat
fitting and 50t tin - 50t lead solder joints.
D.
2
2.
l.
Below grade - (2\" and smaller) - type "K" copper with
wrought copper sweat fittings and 95t tin, 5t antimony.
Piping:
Above grade - standard weight black iron with malleable iron
fittings.
Below grade - standard weight black iron with all joints
welded. Buried gas lines shall be tarreil and wrapped with
Minnesota llining and }4anufacturing Co. "Scotchwrap",
lapped l".
J.Execution :
ltre drawings indicate the general design an d. arrangement of the
building and the location of required plumbing fixtures. Adapt
construction work to actual field conditions as necessary, Entire
system must fit within the space provided as shown on the draw-
ings .
Any furrinq or pipes or mechanical items shall be coordinated
wiLh the prime Contractor so as to be included in the bid and
subsequent contract, The same shall apply to chases or actual
room space requirenents or access for mechanical- equipment or
items.
Al-l work shall- be installed in a workmanlike marner to the best
accepted standards of the trade. If, during inspection by the
Owner's representative, work is found to be unacceptable in
quality of installation or defective in manufacture, the same
shal1 be removed and reinstafled in a satisfactory manner at
the exnorsc of l-ha contractor.
B.
SELBY RESIDENCE
SPE CIFI CATIONS
Page 12
DIVISION FIFTSEN - MECHANICAL (continued)
C.
TI
D.
Do all required excavation for laying of water lines, soil and
waste lines, <lrainage and other piping underground. Piping or
conduit will rest on bottom of trenches. Backfill in Iayers
with the earth well compacted. Backfilling shall be carefully
done so as noL Lo disLurb piping-
Soil Waste and Vent System: t''take soil and waste connections to
all drains and fixtures. fhe plumbing contractor shall run
4" soil from the foot of each group of fixtures containing water
closets. A11 fixtures sha1l be connected ful1 size to lines.
Soil and waste piping shall be graded to discharge by gravity
(to existing sewer) . Ful1 sj-ze brass cleanout plugs shall be
installed at the base of stack and where pipes change direction
and otherwise required for proper cleaning of entire drainage
system. Cleanouts in concealed lines sha1l extend through the
wa1l or floor and shall have flush type chrome plated access
panels or covers. Each fixture shaLl have a separate vent, sized
according to the local plumbing code and sha1l be connected to
soil stacks alrove highest fixture. Stacks and independent vents
sha1l extend 6" above roofs. Each vent and stack through roof
shall be properly flashed and counterflashed.
Dornes tic water System: Provide domestic water line entering
building of sufficient size and capacity to satisfy the flow
demand and water pressure required at each fixture. Provide
and install shock a-bsorbers at a1t quick closing valves, battery
of plumbing fixtures, and where necessary to eliminate water
hammer.
All domestic water piping to be insulated with l" thick pre-
formed fiberglass insulation with AP (a1I purpose) jackets.
Contractor may use Armstrong Arrnaflex at his 'option provided
piping is not located in a plenum area.
Provide the following miscellaneous plumbing:
1.Gas service to aIl equipment
sizes as shown on drawings.
Freeze proof sill cocks and
r-ha n r:uri nnc
Testing: A11 piping systems shall be
their maximum design working pressure.
by remaking joints. Controls, relief
able to withstand test pressure shall
/lrrvi hd +6ct-'
requiring gas. Routing and
hose bibbs located as shown
tested at I50 percent of
Leaks sha1l be corrected
valves , and equipment not
be removed from system
G.
JE ! TJ I KIf Jl.I'trI\LE
SPECIF I CATIONS
Page 13
DIVfSION FIFTEEN - MECIIANICAL (continued)
15600 Heating:
1 Genera.l:
A. Provide aII materials, ]abor, and incidentals to install a
complete heatj-ng system as descri.bed below.
ALI work shal1 be executed and inspected in accordance with
the Uni form Mechanical Code, public utilities, state a.n d
local cod.es and regulations applicable to the trades affected.
IncLude in base bid all fees for permit.s and connections
related to thi-s work.
B. Visit the premi-ses so as to ascertaj-n the existing conditions
be fore bidding. No extras will be allowed due to lack of
knowledge of these conditions.
C. The mechanical subcontractor shall assume full responsiblity
for the complete mechanical system instaflation and placing
into operation and one year guarantee of proper operation. He
sha1l coordinate all of his work with other trades as applicable
to provide a complete, finished, quiet operating system with all
.'.rmi\.\hah +c ^oncealed in f inished areas .
2. Products:
A. Gas Fired Equipment - A11 gas fired equipment to be approved by
AGA for burning natural gas. Each heating unit so labeled.
Heating unit shall be equipped at factory with proper size
orifices to develop maximum heat output at job site altitude
when supplied with gas having heat content evaluated at job
site conditions.
B. Electric unit heaters shall be as scheduled on plans.
D. FIue shall be metalbestos or approved equal complete with all
necessary connections, roof flashing ring and weather cap.
3. Execution:
A. All work shall be installed in a workmanlike rnanner to the best
accepted standards of the trade. Sheet metal work shall be in
accordance hrith SMACNA recommendations . A11 ductwork shall be
concealed. If during inspection by the Owner's representative,
work is found to be unacceptable in quality of installation or
defective in nanufacture, the sane shall be rernoved and rein-
stalled in a satisfactorv manner at the expense of the Contractor.
SELBY RESIDENCE
SPECI FI CATIONS
Page 14
DIVISION FIFTEEN - MECHANICAT, (continued)
B.
n
Coordinate with electrical and other subcontractors to insure
that the bid for the total work represents complete systens.
Particularly coordinate with electrical- for power requirements
and furnishing or accessories such as motor starters, interlock
wiring, and controls.
All required temperature controls shal-l be furnished, installed,
wired and connected hereunder, to provide a complete automatic
controf system. A11 control- valves shall be located in the
mechanical equipment room,
Provide galvanized steel dryer vent duct from each dryer as
per U.B.C. requirements and ma.nufacturers instructions.
Provide Owner with necessary operating and routine maintenance
instructions, boti verbal and written, as required for continuous
operation of the complete mechanicaL system. Ttrese instructions
shall be typewritten and bound in l-oose leaf binder. Provide
complete detailed instructions with all catalogue data, diagrams
and data covering operation, lu-brication, general maintenarce,
repair of heating. Provide temperature con trol- diagram with
sequence of operation for all systems.
Upon completion of this Division of work remove all surplus
materials and rubbish. Clean a1l spots resulting from this
work from hardware, floors, glass, walls, etc. Do all reqtired
patching up and repair all work of other trades damaged
by this Division of the work, and leave the premises in a clean,
orderlv condition .
Contractor will provide the Architect with "As Built Drawings"
for r:nderground. or concealed conditions as performed in this
Division of work.
DIVISION SIXTEEN - ELECTRICAL
16I00 Basic Materials and Methods:
General:
A. Work shafl be done in accordance with the provj-sions of the
latest edition of t]-e National Electrical Code and 1ocal ordi-
nances; should drawings and/or specifications conflict with these
-,,1 ^ ^ rl-^ ^Y,l; *!Lrre>, rrrc '..l!lrurances shall govern sub ject to written notification
of the Architect by the Contractor and written approval by the
Architect.
(:
I.
SELBY RESIDENCE
SPE CIFI CATIONS
Page 15
DIVISION SIXTEEN - ELECTRICAL (continued)
B.Type of system shal1 be 120/240 volt, single phase, 3-wire
ai ^.,^1ou uyuJ-e, A.L.SysLem.
C. ilorkrnanship shall be neat. and have g,ood mechanical appearance
and conform to ttie best practices of the electrical trade.
F.
Ttre Contractor shall refer to other parts of these specifica-
tions covering the work of other trades which must be carried on
in conjunction with the electrical work so that the construction
operations can proceed without harm to the Owner from interference,
delay or absence of coordination. This contractor shall be
responsible for the size and accurate locations of all openings
required for his work and shall furnish the General Contractor
adequate information covering his requirements as the job
A11 electrical equipment sha11 be tested in the presence of the
Architect and be in top working and operation condition at the
time of the final- buildinq acceptance.
A certificate of inspection showing approval of installation by
the local electrical inspector sha1l be furnished the Architect
at the completion of the entire work. This Contractor shal1
furnish and pay for all local and state permits,
D.
2,Products and Execution:
A. WaII switches shal-I be Sierra 501I-I switched. wittr ivory toggle
or equal ,
B. Interior and exterior duplex convenience outlets shall be Sierra-
plex 15 amp and side wired or equal and mounted horizontally.
I'[ethod of wiring rurless speci fied otherwise sha1l be U.L. labeled
non-metallic sheathed cable run concealed. with furnished walls
and ceilings; conductors shal1 be enclosed in electric metallic
tubing where exposed to mechanical injury or run in masonry or
concretei code size galvanized outlet boxes shall be used at each
outlet, flash with finished surfaces and properly equipped with
accessories such as supports, extensions, plaster rings, etc.
Connection of recessed incandescent fixtures shal1 be made
through flexible conduit to a separate box with type A. G. wire
in accordance with NEC Section 41?9.
Branch circuits conductors shall be not smal-ler than #12AWG.
n
SELBY RESIDENCE
SPECITICATIONS
Page 16
DIVISION SIXTEEN - EIECTRICAL (CONtiNUEd)
F. Outdoor wiring shall be type Tw wire run in rigid conduit with
,,^r^-r-i -hr Fi f +i\^ta C.e f Cl.9l I L LrLLfngS.
G. Telephone outlets shall consist of a standard box flush mounted
with telephone type coverpl-ate; Telephone co. shafl run concealed
to interconnect outfets then concealed to point of building
suitable for connection to underg:round Iine.
H. Location of electrical fixtures are shown on the drawings '
I. This contractor shall identify each circuit breaker at the main
circuit breaker panel as to its function. Identification shalI
be leqible and in ink.
EAGLE
FINAL:
Review
-rCOUNTY BI.J.I
c/o lNSPra-t
Routing Fo:'m
Rr;";cA;,*="i"r,onO'
JA=tu%'Date Ref erred
larrnir rg Commission File No.
iieview a..rd return to the County Buildinr; Official within 6 working days
Permit No.
Location
P lanning: Complies with:
Subdrvi sion Regul ations
Zonrng Regulations
S i'.e Pl an (Landscaping)
Co,-nmerrts:
Reviewed by:
Recomrnend Approval :
No
Enn
Yes
trtrtr
X
Datet U .y' -P
County Engineer: Roads
Comments:
Grading
Drainage
Recomrnend Approval :
nnn
tJ
n!g
County Health: Water
Sanitation
Perc. test
Comments:
trIntr
ntrrlq Recommend apw"""t; t Z- 7-ffi>-
-'- *
Final Inspection: C/O
Recommend Approval
Cornments:
ntr
Firral lnspect ion: Landscap ing
Recommend Approval D n
Commerrts:
C/O lssued
Final Filing Date
by Date
EnGrr couNrv O
CommunitY DeveloPment
P. 0. Box 179
EAGLE, COLORADO 81631
TELEPHONE 303/3 28-73 | |
BOAR D OF COUNTY
coMMrssroNER5
Ext 241
AOMINISTRATION
Ext 241
AN IMAL SHELTE R
,. 49 -4?92
A5SESSO R
Exl 2O2
SUILDING IN
INSPECTION
Ext 226 or 229
CLERK &
RECORDER
Exl 217
COUNTY
ATTORNEY
Exl 242
ENGINEER
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXTENSION
AGENT
Exl 247
LIBRARYtxt 255
PUBLIC H EALTH
Ea9le Ext 252
V ail 4 ? 6-5 844
PLANNING
Ext 226 or 229
PURCHASING/
PERSOT'INEL
Ext 245
ROAD & AR IDG E
Exl 257
SHERIFF
Eagle Ext 2 | I
Aasalt 927 -3244
Gilnlan 827-5751
SOC IA L SERVICES
328.6328
TREASURER
Ext 201
18 Augsut 1980
Jeffrey B. SelbY
P. 0. Box 1528
Vail, Colorado 8.]657
Re: File No. Zv-96-80 Variance
At their Public Hearino on 14 August i9B0' the Zoning Board of
Adjustment qranted your variance request. A copy of the approval
is enclosed.
If you have any questions, please contact this office.
Zoninq Inspector
JtJ/ kp
cc: Zoning Board of Adiustment
o
\..--
tr,r;ier ^-*4!vo i irtrl (iio )
vo t irrrl(( f ,.:.)) (ilo )
vocinq (Ycs ) (tlo)
( rr,'ri
.'-:-----'JO L t tttt (| 't' '-t,,,
ttziL<iloti rr',/ (Y,,. ) 1' n,
(r1AuE )
(irArE )
(r/Al,rt )
Tlrjs rcsol ution adoptcd by v0t f t hc lon in<r llo a rd of Ad irrslnrent,
Courr ty o l' [aol c ,
re_lt_
State of Colorado, this -rlay of
vari(lnce is Iequts ted,
faul I of the appl ic,.rnt
Th.rl the oroDerty for r.rh iclr
exce ptional nal.ro\./ncss, shal
does not occur qer)L1ral l,y to
Di s tri ct.
or enjoyrnerr t of ad.j.rcent
ajr antl open spacc in lhe
or \rL)re cf'c,r ii-.a r l r i t ! r u .-) n t l "' lhr'olroh no
the v,tri.rnce is
lor.rrre5 s , 5lrdr)c
oi"ltcl'r)rop{tIt-y
r'iti]|rcs te C possesses
or toi)Or)ra0h.Y'rrhich
i n l-lrc s Jrre Zo ne
prolrerties, no r'
nci rrh bo rhoorl .
c rrtril desirablc licht,
orarrtr:d
o f tlre
[aq ie ,
, rri I
lon i
Statr:
1
rl al
rrol bc rl i rccily c0ntrary to
iic:oIrL ion ,r ndlo r the ilaster
of Cclor,rclrr
,011, TIIiREF0R[, be it resolvccJ by the Zonin!J Do0rd of A,tjrrsirteni, Cottni.y of
ac l., St.r tn nf Cnl nrldo :
il1AT, the applicant's request for a variance to S,'-qT-{"o',Jr o^J be-TI*r' +n;;rrrnd hereby is approved.
'HAT, said variance is conditional upon the folIor,rjna restr jcticns : 4
lW &€ ,Wt-tvlctr6D) k^l'/
( *= \-a P t-*-,'s *uew tY-u-:l )
"rlJA,r -{',k€ B,,t, rLbl \t4
f'r\oeg €.-rrrX*-81\.x'
, any violation of the ternrs
possible revocation.
f r LL UJEIRnOS-secondecl the adopt'ion of the fcrecoinq Resolution. The
'^o.l I having been called, the vole was as follorts:
ili^T
:nd
of this rcsolutjon rray result in rehearinq
Dg/g-_A"fuCJ- nove(t [htl thc, io]lor.rirr.'r llLrsoriiir-jorr t,.c ,rrloor-ed:
lJlltRiAS, Sg_tr<4__ga+{_djd fi 1c arr appl ication r,ii t-h the Pl annino
Depar'tnrent of tlre County of tocrlc, SL.itc of Color;rrto, on 0f' about-]1X-l.....-| ,11{D
Resolution, County of [aole, State of Colorado
re s pe c t to -t1]2u.3--<,-D Ll:-Sug-€Lt-Vqf--1--
ttitltin lhe unincorpordLcd .rrca of Ia,rle Cotrril-,'l , Crrlor',rr1o: and
IlutR[AS^, sa jd apol icaticn rctlucsLeil (] variilncc !n -_Ogratl/ _A_*2e*_{nren-L€
:.lllfl
tlllERiAS, based on tlre evidencc, tesl-irr,:ny, e:iiri
pl an for the uni ncorporated crrea of thc County,,
County Plann jnq Dep.rrtnenL, corrirncnts of publir:
contnents f rom the aopl iccrnl and ,r'l I i nterr:s te'd
of Adj us tment f j nds as fol I or^rs :
That proper postin(l ,
vjded as .requireci
by
Board of Ad.justmcnt.
b its', s l-uc17 oi' ihe rn.rs ier
corflrirr i-s oi lhr-' Eaq I e
r:rf f ir ial s ar,d aqencies, anc'
pa i't ii:.. , r-f i-' Zon j n,l Do,i rd
publ icatiorr arrl rrubl ic noiice vlas Dro-
I ai.r for thc !rcarjnn befor the Zonirtg
tn
I ocat-ed
o
l0NIi'lc Il0i' rlLr rlI Ail,ji,5l;li ii;
tAGL[, SIATi 0i- C0t Illril)i)
t!0. __J_.v_2: 4 .
That the hearing before thc Zonin! l.io,trti of Adjustment t'ras
extensive and conrplete, that a)l pertincnt facts, ntatters
and issues r.rere subnlitted and th.rt all interested oarties were
heard at said hcarina.
- 3. l'hat an unnecessary anti unrcasonable h,lr-dship rvi11 be irnposed
on the propcrly 0l.rne|i f thc orovisions of the Zonino Resolutjon
arc strictly cn l'ot'ced.
'l-hat the cjrcrrtttstances o'cdting Ihe lr,irdship \r/ere in existence
on the effective rjate of the zonjnq rcrlulations from r'rhich tlte
8tF0Rt rirt
COUIITY (lF
RESOLUT IO)i
, 19'/ 4, as anre nded, r^l
( Proot-.r'iv descri'lt i on )
APPLICATION FOR VARIANCEvfrom the Zcning Resolution of
Eagle County, Colorado
rne No-z v'-'t/ - 5"(
' Fee P'aid 33; t'.
Date recd. 2//,/,t' f7.-7t1--ovy{,fz-r---
Receipt #ZZZE_
. to the
Zc'ning Eloard of ACjustments
(minirntrm 2 copies required; print or type' except signatures)
sectione.o4.05 (Required Fee js $35.00)
Applicant/Owner
Mail Address
1. Regulation and Section Number(s)
-o{2
of Zoning Resolution from which Variance is sought:
" " ffIffi"s r;;* v' tn: " m"7 il""z\)fi'TTi" - /
^.ffi!,;;",propertv *fu*,,!r,",,a. suirdivisionName /r4rri A/*tA
2. Present ron"--(23,-L---
b. metes and bounds (may be attached) include survey or map:
appl icalgn f ariance stated het eon .
owner?
office use
Apptication acceptecl as complete for Public Hearing (
Application rejecte,J as incomplcte for Public l-le.lring
\+4n
in istrator date
t
Y-Z.s ?-V - 7C - t a
TJHEREAS' s€'ff'€El| €tt4'V did f i1e an appl ication rvith the Plannino
-
Departrnent of the County of Eag1e, State of Colorado, on or aOout 5r-l-V tfflO
, for a variance from the strict application of the Zoning
Resol ut i on ,
respect to
vrithin the
of Eaqle, State of Colorado, .l974, as amended, with
qrant
rpq
of
\n'Vg qf(Er\*./ rnoverl that the followino Resoulution be aclooted:
BEFORE THE ZONING BOARD OF ADJUSTIiENT
COUNTY OF EAGLE, STATI OF COLORADO
RESoLUTT0N NO. ,/4 - FA
lr-l L (Prooert.y descriDtion) located
unincorporated area of tagle County, Colorado: and
I'JHEREAS, said apnlication requesterl a variance to o rP e- ?o | {AK:*-NG..{ -.fra^rrs fy-Ffgtgl /Tb aq,o\ *TnvD C! r\rri-
od€- fotslr
t*s'=o & stt€ p*l.t' Sorgrzt+TvD q mo/Er 1F
3r.rr uo rvQn SloLtT"i - Wfl,llltREAS, the lZoning Board of Adjustment is vested vrith the povrer to
or deny such variances by virtue of Section 30-28-ll7 and 30-28-llB
.l973, as amended, and Section 9.04 of the Zoning Resolution, Countv
Eagie, State of Colorado, .l974 as amended; and
I4HEREAS, a public heari ng vras held before the Zonincl Board of Adjustment on
ADor , [t ,t9br'D : ana
l^IHEREAS, based on the evidence, testimony, exhib.i ts, study of the master
plan for the unincorporated area of the County, comments of the Eaqle
County Plannjnq Department, cornments of public officials and agencies, and
comrnents from the aoplicant and all interested parties, the Zoning Board
of Adjustment finds as follor^rs:
That proper postinq, publication and public notice was pro-
vided as required by larv for the hearinq befor the Zoning
Board of Ad.justment.
2. That the hearing before the Zoning Board of Ad.iustment tvas
extensive and complete, that all pertinent facts, matters
and issues were submitted and that all interested parties were
heard at said hearinq.
- 3.That an unnecessary and unreasonable hardship rvil1 be imposed
on the propertv owner if the orovisjons of the Zonino Resolution
are strictly enforced.
4. That the circumstances creating the hardship were in existence
on the effect'i ve date of the zonino requlations from uthich the
Co un ty
variance is requested, 0r rvere created subsequently throuqh
fault of the aopl.i cant.
That the oropert-y for lvh'i ch the variance is recuested possesses
exceptional narrou/ness, shallourness, shaoe or topoqraoh.y t+hich
does not occur generall.y to other oroperty in the sane Zone
District.
6. That the varjance, jf granted, r^ri11 not dininish the value, use
or enjoyment of adjacent properties, nor curtail desirable liqht,
air and open space in the ne'i qhborhood.
7. That the variance, if oranted, vrill not be directly contrary to
the intent and purpose of the Zoninq Resolution and/or the llaster
Plan of the County of Eag11e, State of Colorado.
8. That the followinc specific fjndinqs of fact were ascertained:
(State specific facts i.e. traffic, congestion, parking etc. )
n0
5.
NOtl , THEREF0RE, be it resolved by
Eag1e, State of Colorado:
THAT, the applicant's reeuest for
and hereby is approved.
THAT, said varjance is conditional upon
the Zoning Board of Adjustnent, Countv of
a variance to {.'ar 9y(?o'"/r oP beW
aktr -{114: Ba;rror1{n
fY\oC5 e'tr\,rfle-Ej&.-{
THAT, any violatjon of the terms
and possible revocation.
\^)seconded the adoption of the
ro11 having been called, the vote was as follot/s:
res tr.l ct ] ons :
'y4-rnsrqD) k^l'/
1Pt-.*:rr's dvt>tr'TT@)
of this resolution may result in reheari nq
foreqoinq Resol ution. The
the fol lowino
,trf 8tr,1
( i46' \7a
D
( NA[{E )
(N
( NAr'rE )
(NANE )
( NAr4E )
(tto)
( l,lo )
(No )
(rlo )
(No )
This resolution adopteA by 4 votepf the Zonino BoErct of Ad.iustment,
county of Eaq1e, state of coloracto, this F Fffdav of frv4r. ,
]e
'b.
votinq;@
votiny'-(Jg)
voting (Yes)
.. EAGIE COUNTY
Communi ty Deve'l opment
P. 0. Box 179
EAGLE, COLORADO 81631
TELEPHONE 303t32a-7311
BOARO OF COUNTY
'coMMtSsloNERS+$;rr 241
18 Augsut 1980
-"'? -
VarianceZv- 96.80
At their Public Hearing on 14 August 1980, the Zoning Board of
Adjustment granted your variance request. A copy of the approval
is enclosed.
If you have any questions, please contact this offjce.
,:i;i
. itE-
Ext 217
4: i'i' -':+i
OER,J
't
!
CO U NTY
ATTORNEY
Ext 242
ENG I NEER
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXT EN 5IO N
AGENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle E xt 252
Vail 476.5444
PLAN N I NG
Exl 226 ot 229
PURCHASING/
PERSONNEL
Ext 245
ROAO & BRIDGE
Ext 257
SHERIFF
Eaqle Ext 2l I
Basall927-3244
Gilman 82 7-57 5l
SOCIAL 5ER V ICES
328-6328
TREASURER
Ext 201
,%:22'^-----=;
qt,lE >Wi'l I iams
InspectorZon i ng
Jfukp
cc: Zoning Board of Adiustment
EAGLE COUNTY
rCommunity Deve'lopment
P. 0. Box 179
EAGLE, COLORADO 81631
TELEPHONE 303/328.73 | I
BOARD OF COUNTY
coM M tss toN E R5
Ext 241
ADMINISTRATION
Ext 241
i6 Ju'ly 1980
ANIMAL SHELTER
949-4292
A55E5SO R
Ext 202
BUILDING IN
INSPECT IO Nefi 226 ot 229
CLER K &
RECORDER
Ext 2l7
COUNTY
ATTO R N EY
Ext 242
ENGINEER
Ext 236
ENVIRONMENTAL
HEALT H
Ext 238
EXTE N5IO N
ExI 247
LIBRARY
Ext 255
PU BLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLANNING
Ext 226 or 229
PU RCHASING/
PERSONNEL
Ext 245
ROAD & BRIDGE
Ext 257
SHERIFF
Eagle Ext 2l i
Basalt 9 27-3244
Gilman 827-5751
SOCIAL SERV IC E5
328-6328
TREASURER
Ext 201
The Vail TrailP.0. Box 10
Vail, Colorado 8]657
Notice of Public Hearing
Zoning Board of Adjustment
14 Auqust 1980
Please publish the attached llotjce of Public Hearing as a
Legal Notice in the 24 July 1980 publication of your paper.
Please bill and send affidavit of publication to this office,
Thank you ,/ ..,
-/-\ -,t /f.z; -*: ,[Z-''-"'-rine PeterSon
Office Manager
NOTI CE OF PUBLIC HEARING
OF EAGLI, COLORADO
Notjce'is Hereby Given that the Eagie County Zoninq Board of Adiustment will hold
a Public Hearing at 10:00 A.M. on 14 Auqust 1980 in accordance with Section 9.04
of the Eagle County Zoning Resolution. Said Hearing wil'l include the following:
File l{o. Zv-95-80 - Dowd Development
Request: Variance from Section 3.08.07(1) Front Yard Setback
Location: Dowd Junction - West of the State Barns and East of Mountain
Bell Telephone! more particularl.y described as follows:
A Parcel of lard in the l.lorthrr'est one-guarter of the blorthu'est one-quarter ofsection 16, T. 5 s, R. Bl w of the 6th principa.r Meri-dian, Eagle county, colorado,descirbed as follows:
Bcainning.at a point on the lrcrth Right of t{ay bourdary Line of u-s. }tighrvayM: 6, said point also being on the lt'est l-ine of the lr)orthwest one-quarter ofsaid Section 16, said point also being the Southeast Corner of that parcel oflard descrjlxd in Book 22O at Page B3i of the Fagle County Clerk and Recordersrecords, frcrn which the tlort]rwest Corner of said Section 1S Uears N 01041,00" w678.50 feet distanct; thence aronq the tiest ri-ne of said l.lorthwest one-quarterof Section 16 which is also the East line of said recorded parcel , N 01041'00" w2I4.OI feet to the l.lortheast Corner of said recorded parcel; tlrence continuilg
al-ong the west line of said Irbrthwest one-quarter of Section 16 N 01o41'OO" w2IO-99 feet to a point on tie Southerly bank of the Eagle River, frqn v.,l-rich theMrthwest Corner of said l.brthwest one-guarter bears N 0-l,o 41' OO'' t{ 253.50 feetdistance; thence leaving said West line of ttre l.tcrthwest one-quar ter and followirr;the approxirnate sinuosity of the Southerly bank of the Eagle River on tJ.e followirg
f i.ve clurses:
1. s 79: 0o' l-7" E 40.00 feet;2. s 68" 18, 10" E 255.61 feet;3. s 640 26' 47" E 177.35 fect;
4 . s 550 10' 38 " E 142.13 fe,:t;5- s 600 01 , 45" E 78.2g feet;
thence leaving saic Southerly bank, s t4o 10' 00" t^I 224.40 feet to a point
on the l.lorth right- of way borrrrlary line of U-S. ltighway N\r. 6; thence alongsaid tbrth rightrcf way bourdary rine t't B0o 43' 00" I{ ssz.oo feeL to the polntof b3inning-
COUNTY
I Page 2
File No. Zv-96-80 - Jeffrey Selby
Request: Variance from Sectjon 3.04.07 (1) Setbacks in the
Res'i dential Suburban Low density zone.
Location: Adjacent to the Town of Vail, east of The Valley at Vail,
rnore parti cul arly descri bed as fol I ows :
Lion's Ridqe Subdivision Filinq #4, Lot 11' Block 2
Thr's Hearing will be held in the McDonald Bujlding, County Conrmissioners Meeting
Room #103,550 Broadway, EaQle, Colorado.
Persons affected by a decision on this request are required to make cornments to
the Board by appearing at the hearinq, or by submitting statements in person or by
mail thru the Secretary
by: Katherine Peterson
Secretary, Department of
Community Deveiopment
JEFFREY B. SELBY
P. O. BOX | 528
vAtL, coLoRADO 8r657
July 1, 1980
Ms. Susan Vaughn
Pl anner
Eagle County Departnent of
Conmunity Developnent
Post Office Box 179
Eagle, CoLorado 81651
Dear Ms. Vaughn:
Enclosed is an application for avariance from section 3.04.07 (1) of the
Zoning Resolution for Eagle County on Lot 11, Block 2, Lion's Ridge Subdi-
vision, Filing No. 4. This is the lot which I am personally building ny
residence.
The variance is requested fron the minimun front yard setback off the 10-
cal roadway in the amount of 25 feet. My request is to reduce the required
setback to 5 feet instead of the required 25 feet.
The reason for the request is to protect the visibility of the house along
the ridge line. It has been a concern of all of ours to nininize the im-
pact of the houses which were going to be located at the ridge line. The
required setback of 25 feet will only push the house forward into a total-
ly visible location whereas if the house is located near the road it will
be considerable less visible,
I believe this variance will in no way diminish the value, use or enjoyment
of adjacent properties nor will it curtail desirable 1ight, air and open
space of the neighborhood. The lots on the north side of the road are at
least 75 feet fron lot 11 considering the 50 foot roadway and the 25 foot
front setback.
The variance request is consistent with the intentions of the planning staff
and the naster plan which is to ninirnize visual impacts of improvenents along
ridge lines.
If you have any questions, please give me a call.
JBS/cs
enc 1o sure
EAGLE
Eogle,
OFFICIAL RECEIPT
a
COUNTY
Colorodo
o";" 7/5 , nFa
CASH
ITEM
Buildino Permit Fee
Application For
Su bd ivision
Zone Change
Conditional Use
Special Use
Variance
Code: (Building lZoning (Subdivision)
otal Received
AMOUNT
L..
All items are received tor collection
no-payment ot any item.
Nq 6675 By
EAGTE COUNTY
Cornrry.in'i ty Devel oPment
D n Rnv l7Q
dAdLE"CbL'ohADo 81631
TELEPHONE 303/328.731 |
BOARO OF COUNTY
coMMrsstoNERs
Ext 24 |
AOMINISTRATION
Ext 24 |
ANIMAL 5H ELTE R
949-4292
AS5ES50 R
Ext 2O2
BUILDING IN
I NSPECT IO N
Ext 226 or 229
CLER K &
RECORDER
Ext 2l 7
CO UNT Y
ATTORN EY
Exl 242
ENGINEER
Ext 236
ENVIRONMENTAL
H EA LTH
Ext 238
EXTENSION
AGENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5 844
PLANNING
Ext 226 ot 229
PURCHASING/
PERSONNEL
Ext 245
ROAO & BRIDGE
Exl 257
SHERIFF
Eagle Ext 2l 1
Basall927-3244
Gilman 82 7-5 7 51
SOC IAL SERVICE5
328-63?8
TREASURER
Ext 201
July l7, .l980
Jeffrey B. Selby
P.0. Box .l528
Vail. Colorado 8.l657
Re: File No. Zv-96-80
At their meeting of July 'l6, 'I980, the Eagle County
Planning Conrnission finds that you have a hardship'
that Section 9.04,06 (30 and (4) apply to your re-
quest, and they recommefided approval of your request
for variance to the front setbacks. according to the
site plan submjtted, wjth the note that the dwelling
footprint can move slightly east or utest but not
any further southr,/est.
This recommendatjon will be forwarded to the Zoning
Board of Adjustment on August .l4, .|980 at l0:00 a.m.
in the County Cornmissioners meeting room, 550 Broadvray'
Eagle, Colorado.
If you have any questions, please contact this office.
Si ncerely,
-!,;c:, t /L , , c./, ,.' /-,rt
Susan Vaughn -
Pl anner
SV/J h
cc: Zoninq Board of Adjustment