HomeMy WebLinkAboutVAIL MEADOWS FILING 1 LOT 31 UNIT A02-OF2AA? In*pectton Requeet Repoftlng
5:13 eCI_ __ _____ - vAt!-. cO - TOWfi ilE_- __
nGqu$ted Inrpect llate: fuetday; Februsry 05, 200?
instracfisl rfueo: JRH
Slte Address: 50?7 t,l f LN vAlL
5011 Ute Lsnc UNlf A
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afi
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #: B0l-0145
Job Address.: 5027UTE LN VAIL
Location......: 5027 Ute Lane UNIT A
ParcelNo....: J099I8219020 - ^r,ililN" , 760l- fu5)
or{NER HrcKs, ROBERT & suE 05/23/200t Phone:
PO BOX 263
BRA}ICH I,A
70516
I-,icense:
COr{TRACTOR SUMMIT CONSTRUCTION SPECIAL,To5/23 /2OOL Phone : 303-478-7815
P.O. BOX 3833
BRECKENRIDGE, CO
80424
License: 469-B
AppLIeArlrT SITMMIT CONSTRUCTION SPECIALTOSI23I2O0l Phone: 303-478-7875
P.O. BOX 3833
BRECKEL,iIRIDGE, CO
90424
License:469-B
Desciption:
ADDITION/INTERIOR REMODEL
Occupancy: R3 Single Family Residence
TypeConstuction: VN TlpeVNon-Rated
Type Occupanry: ??
Valuation: $184,000.00
Fireplace Informatiom: Restricted: Y # ofGas Appliances: 0
*rtil*****t******aaaaa***,t,t,r,t+***,t,t.t*'t't'::r:t't't't't*****a***+t:i't**"tt' FEE SUMMARY
Status.....: ISSUED
Applied...: 05l23l2$Ol
Issued...: 0610412001
Expires...: l2l0ll200l
Add SqFt: 700
# ofGas Logs: 0 #of Wood Pellel: 0
****t****t+rltit*,r*lr*tt**t**'tttatt'i't't'lt**'|:|'l'|'ltl*t*'tlll**'l
Building--->
Plan Check->
Investigalion->
Will Call->
51, o?5 . oo Restuarant Plan Review->
95 99 .40 DRB Fee.......__--->
$0. oo Recrealiotr Fee------->
53. oo Clean-uP DePosit->
TOTAL FEES-_->
s0.00
s200.00
)J-U5. UU
$0.00
$2,083.40
Tolal Calculated Fees->
Additional Fees---->
Total Pennit Fee-->
Payments---.---2
BALAI{CE DUIE_-_>
$2;083.40
90.00
s2, 083 .40
92, 083 .40
s0.00
ItiataltIt**'ttltar
Approvals:IfAm: 05100 BUILDIT.{G DEPARTMEI|:I
O5/29/2OOL JRIL Action:
Itsem: 05400 PLAIIINIITG DEPARTMEMT
os/3L/2OOt w Action:
Item: 05600 FIRE DEPARTMBf,T
Item: 05500 PITBLIC WORKS
06/ot/2ooL Ls
AP
AP
Act,ion: AP CONTRACTOR HAS
AGREED TO PROVIDE EROSION CONTROL WHERE MEDED.
i'ttaaallaaaaa'l'lttl
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby aclnrowledge that I have read this application, filled out in full the information required" completed an accurate plot plaq urd
state that alt the infonnation as required is correct. I agree to comply with the information and plot plan, to comply with all Town
ordinances and stale laws, and to build this structure according to the towns zoning and suMivision codes, desip review approved"
Uniform Building Code and other ordinances of the Town applicable thereto.
RXQTJESTS FOR INSPECT]ON SIIALL BE MADE TWENTY-FOT'R HOURS
Send Clean-up Dsposit To:
AT 479-213E oR AT OUR OFFICE FROM t:00 AM ' 5 PM.
OWI'IER On CONIRACTOR FOR HIMSELF'AND OWNE
PAGE 2
*****+t **********'t !** !t rt*** *i!***rttt t+*** * +* !t {r '* **** * '*
!****{t*'}* ***'t ** * *'***** * '* ** * 'f 't**{t*t*** * * ** *****'* ***'* '* ***'t
CONDITIONS OF APPROVAL
Permit #: B0l-0145 as of 06-04-2001 Status: ISSUED
****+*,t,tt***,t+:t*****:t rF*ir*{!*** * * '}* {. * *******+* * * **t** * * ****** ****:} * ** * ***t* rt rt* +** *'*** * ****'t'* ** * *** {t **+* i* *
Permit Tlpe: ADD/ALT MF BUILD PERMIT Applied: 0512312001
Applicant: SUMMIT CONSTRUCTION SPECLALTIES Issued: 061041200l
303'478-7875 ToExpire: l2l0ll200l
Job Address: 5027 UTE LN VAIL
Location: 5027 Ute Lane UNIT A
ParcelNo: 209918219020
Description:
ADDITION/INTERIOR REMODEL
Conditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQLnRED TO CHECK FOR CODE
COMPLI"ANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 16
@LDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.310.6.I OF THE 1997I.JBC.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQI'NRED BEFORE ANY
WORKCAN BE STARTED.
!t:t'i*:t:i**!t**** {.'tr*r}+* 't 't r+****:t{r**t}t+lr,}******* *'l:t:t** **:t****** +**l':t******** ******!t't 't'l****{t***+**
TOWN OF VAIL, COLORADOCopy Rcprinted on 0644-2001 et 13:50:36 o6lull2tol
Statement
** t't'*'t *'i*** *'1. 'lt'|t* 'i+ + + r'|'1.+ ** **:t,t* *'|* *** {t**** * * 'lt'lttt* | {t '} '1"}+ *** {t +t **'t*+ t*'}** * **{t* *'* {' * ***** '}*** * ***
Statement Number: ROOO0OO886 Amount: $2,0S3.40 06/04/2O0IOI:50 PM
Palment. tlethod: Check Init: DF
NotaE.ion: check # 9205
Permit No: Bo1-0145 Type: ADD/Ar'T uF Burr'D PERMTT
Pareel No: 2099f82I9020
Site Addregs z 5027 UTE LN \IAIL
Irocation: 5027 Ute lJane ITNIT A
Total Fees: $2, 083.40
TtriePayment:$2,083.40TotalllLLPrnta:$2'083'40Balance: $0.00
*,*'t,tr*+****,*!trt++*r*'t f 'r+ '* * *++!t**t*'t** +***** ++ * *,lt*++ *:1,1.*+***+ +***{' * *** * * **'t!* * **tl*f +!*'l't}t**{'*****l
ACCOI]NT ITEM LIST:
Account Code Description Current Pnrts
BP OO1()OOO311TTOO BUILDING PERMIT FEES
DR OO1OO()O31122()O DESIGN REVIEI,.I FEES
PF ()()IOOO()31123OO PLAN CHECK FEES
RF 111OOOO31127OO RECREATION FEES
|,lC OO1OOOO31128OO t^lILL CALL INSPECTION FEE
1.076.00
200.00
699.40
105.00
3.00
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR
mdtr!.
Building Permit #:
tl
97 O -47 I -2L49 (Inspecff ons)
Separate for
75 S, Frontage Rd.
Vail, Colorado 81657 ,ffi
Contact and Phone #'s:Town of Vail Reo. No.:
VALUATIONS FOR PERMIT Labor & Materials
/z/'fto Vdd-a d@:
For Parcel # Contact Assessorc Office at 970-i28-8640 or visit
****** * ***** r.**,t ** ******** ** **** ******FOR OFFICE USE ONLY* ***********:f****t *****************il**
of Construction:
TOTAL: $
rrer # #- z017 / yzl Tozottr(ppplicati0n will.not be acirpt€d wiUrout parcel number)
JobAddress: gzZ *78 Z,€,ate
Work Class: New ( )Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No Dl)r.Work Type: Interior ( ) Exterior ( )
Typeof Bldg.: Single-family( ) Two-famill.p{Muti-family( ) Commefcial ( ) Restaurant( ) other( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in thisbuildinS:l^19
Gasloos( ) Wood/Pellet( ) WoodBurn
Wood BurNiNq (NOT ALLOWED
Does a Fire Sprinkler System Exist: Yes ( ) NoDoes a Fire Alarm Exist: Yes ( ) No
F:/everyone/forms/bldgperm
hciJ i,iAY 22 ?007c,33
Questions? Cailthe Building Team at 479-2325
Department of Community Development
Project Name:
Project Address:
This Checklist must be completed before a Buildina Permit application is
arcoted.
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
Condominium Association letter of approval attached if project is a Multi-Family complex
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaqe
allowed on roadwavs and shoulders without written aooroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
o
3
a
o
o
B
o
o
o
D
a
o
3
o
Applicanfs Signature:
Date of submittal:
F:/e/eryone/forms/bldperm2
Received By:
NWNOF
WHEN A'PUBLIC WAY PERMIT'IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUEfiONS REGARDING THE NEED FOR A
"PUBUC WAY PERMIT":
YES No{
o
c
o
l
Is this a new residence?
Does demolition work being
public property?
Is any utility work needed?
require the use of the Right-of-Way, easements orNo-+-performed
YES
YE5 NO
Is the Right
YES
Is the driveway being repaved?YES J- No----'T-----'
Is a different access needed to the site other than the existing driveway? YES *otr
Is any drainage wqrl6 being done that affects the Right-of-Way, easements, or public property?
YES_ NO_->_
Is a "Revocable Right-of-Way Permit" required?YES *os
-of-Wap pasements or public property to be used for staging, parking or fencing?
NO 'X
If answer is NO, is p parking, staging or fencing plan required by Public Works?YES_ No t--
If you answered YES to any of these questions, a "Public Way Permit" must be obtained,
-'Public Way Permi( applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
AND ANSWERED ALL THE ABOVE OUESTTONS.
Company Name
or Proiect Name:
F:/everyone/fiorms/bldperm4
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Building Permit Apolication.
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utiliiles must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building PermiY'.
i NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is requircd
each year if work is not complete. Re-applicaUon each November 15th does not
and understand the above.
F :/everyone/forms/bldperm5
BUILDII{G PERMIT ISSUAITICE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum reguirements. Residential and small projects should take a lesser amount
of Ume. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
F:everyoneforms/bldperm3
APPLIbATION
FOR TOWN OF VAIL
PUBLIC WAY PERMTT 19
pw*:I tl'I I I I
Parcer#:I I n !-I fIBlds. Permitn, Ei I I'I
1.Job Nam6 Street Address n n n - fl (tf unknown catlLlLll | | 429-2138 ext.o)
Excavating Contractor Name Mailing Address TOV Contractor's Liconso Number REOUIREO
Phon6 fzlpCity
Start Date
Work is for (circle one)
Complelion Date
Water Sewer Gas Electric
(Permit Explration Dal6)
4.Telephone CATV Landscaping Temp. Site Access
Other
Trench-width
(min,4')
Bond Amount $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
7.Rubber oul-riggers are required on
Asohalt surfaces underneath lhe
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
Permit Fee
working on asphalt.
al all times.
up to one week to process.
Depth
Total SF $
Total LF $
Total Permit Fee $
BE ON THE JOBSITE BEFORE THE
utility locations and approvals. Once all utility company
ng application through the Public Works otfice to obtain the
Public Service Company (1
Public Service Natural Gas Group (1-800-922-19871
U.S. West (1 -800-922-1987)
TCI Cablevision of the Rockies (1-800-922-1987)
Eagle River Wat€r & Sanitation District (970-476-7480, elt.
Holy Cross Electric Company (1-800-922-1987)
Town of Vail Electricians (970-479-2158)
Town of Vail Inigation (970-479-2158)
Town of Vail Public Works Construction Insp€ctor (970-47S2198)
L THERE WILL BE NO TOTAL STREET CLOSURESI A construction tratfic control plan must be approved by the
Public Works Department prior to issuance ol the permit.
10. All excavation must be done bv hand within '18" ol utilities - (Senate Bill 172)'
i 1 . pennittee must contact publlc Works Department at 479-2198 24 hours grior to commencing ol work. Failure to notify
the Town will result in torfeiture of UonO money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12, I certify that I have read all chapters of Tifle I - Public Ways and Property, of the Vail Municipal code and all utility
company agreements, signed by me, and will abide by the same, and that all uiilities have been notified as required'
contractor's signature ol Agreement
ATTACH PLAN OF WORK INCLUDING CONSTFUCTTON TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT'
Print name clearly Date ot Signalure
White - Public Works
Yellow - Contractor
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
r The Town of Vail Building Depadment has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
a The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2t98 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
o Also, the Town of Vail Public Works Depaftment will be approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancv issuance.
Agreed to by:
Project Name:
Date Signed:
F :/everyone/forms/bldperm6
MWNOF
MATERIAL STOMGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
(Copies of complete te)t are available upon request)
CODE 5-2-10: DEPOSTTS ON PUBLIC WAYS PROHIBITED
o Unlavvful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
D Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works, In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
o Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
c Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-l AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
tr No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) 5 1)
o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
seqtion of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or Relati,onship to Project;
Date Signed:
F :/everyone/formVbldperm 7
Department of Public Works & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-2 158
Fax: 970-479-2166
www.ci.vail.co.us Vail 2001 Staging / Parking Plan Information
The Staeine / Parkine Plan Philosophv- Is a very important step in the building
process. Striking a balance between safe public access and giving construction projects
room to build is becoming increasingly challenging, for us to meet all the needs of those
rvho will be impacted by construction projects. The fact is, there is less room to build in
the Town of Vail.
Developing a creative Staging Plan is a must. Staging in the Town of Vail Public Right of
Way is a Privilege, not a given right. We take into account when we review and approve
staging i parking plans, impacts on neighborhoods, tourism, business and the taveling
public along with your right to build.
The General Contractor is resoonsible for all subiontractors and all construction
activitv relatine to the buildins proiect. The staging plan will be enforced according to
the Approved Set of Building and Staging Plans. You are required to keep a copy of the
Approved Staging Plan on site,
Two staging /parking plans are required, a suutmer and winter. Summer staging plans
expire on November I, and winter staging plans expire on April 15. (Note: There is no on
street parkine in the winter season and all materials. equipment. etc must be l0' offthe
edee ofasphalt).
Enforcement of all staging / parking plan is as follows.
A) Staging / Parking Plans to scale required.
B) Once the plan is approved, they will be held to complete compliance.
C) We wiil use a 3 step and you're out, process.
Step Ong- Verbal and written wamings as to ttre staging plan violation, then have
contractor sign and date field memo warning.
Step Two- Police Department issue tickets and tows or public works writes second
lwitten warning to all violators who have been notified under step one and who are still
in violation of the approved Staging / Parking Plan. The Town of Vail Chief Building
Offrcial will call the contractor and notifu them, the next time any violation happens, the
building department will red tag the construction site for 48 hours.
Step Three- If still in vioiation after step two, a 48 hour Red Tag will be issued to the
proj ect site.
If you have any Questions, Please contact the Town of Vail Construction Inspector at
970-479-2198
{Sun"uo"^ro
l'
Vail. Col ora do
l)enver. Co lorado
Dillon. Co lora do
Monroe & Newell
Engineers, Inc.
STRUCTURAL FOUNDATION
PLAII, FRAMTNG PLAN,
DETAILS. AND
GENERAL NOTES
FOR
THE ADDITION TO THE R-ESIDENCES
AT
Prepared By:
Monroe & Newell
POBox 1597
Avon, CO 81620
2oot PlAal NUl,l
5 ?ON SOi Ot
lta cotoiaDo
Date:
April 20, 2001
-olu',
LOT 31, VArL MEADOWS SUBDMSION, ?^- -vArL,,""l::Ty, c oL 'RAD"0 FFlff iiipv
70 Benc hmark Road o
(970) 949-7768 r FAX
ww\,r.. monroe-newel l. co m
Suite 204. P.O. Box 1597 o Avon, Coloraclo 81(r20
(970) 949-4054 r email: avon@monroe-nen'ell.com
grnee6,
F.CENTER ALL FOOTINGS UNDER WALLS. COLUMNS OR GRID LINES UNLESS OTHERWISE
NOTED ON PLANS.
CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL
UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM OF 2 REPRESENTATIVE
TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB ON GRADE.
NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE
INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE.
SLAB ON GRADE
A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT
ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE
CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGMDE PREPAMTION
REOUIREMENTS TO THE GEOTECHNICAL ENGINEER.
B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO
BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS
FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED.
REFER TO THE APPROPRIATE DMWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER
OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND
OTHER PORTIONS OF THE SUPERSTRUCTURE.
CONCRETE:
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH ryPE YII PORTLAND CEMENT, STONE
AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS:
G.
H.
A
CONCRETE ITEM F'C MIX TYPE
FOOTINGS 3000 psi STD
FOUNDATION WALLS 3000 psi STD
INTERIOR SLABS ON GRADE (RESIDENTIAL) 3000 psi STD
EXTERTOR CONCRETE (**) 4500 psiSTD
MAXWC RATIO
0.50
0.45
% AIR REQ.
B.
MAXIMUM SLUMP SHALL NOT EXCEED 4"
IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH
LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICIry OF
ALL CONCRETE SHALL EXCEED WC1'5 $ r/T'C (ON 57,OOO {F'C NORMAL WEIGHT
coNcRETE).
CONTMCTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL
BE SPACED 12 FEET AND SAWCUT OR TROWELCVT 'II4 OF SLAB DEPTH X 3/16" WIDE WITHIN
12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT.
SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A
HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF
SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE
SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE
ENGINEER.
ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH
ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD
HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE
WORK SHALL HAVE 3/4 INCH CHAMFER.
D.
E.
PROJECT: LOT 31 VAIL MEADOWS ADDITION, M&N#5216
DATE: APRIL 16,2001
GENERAL NOTES
1. LIVE LOADS USED IN DESIGN:
A. ROOF
B. TYPICAL FLOOR
C. EXTERIOR DECKS
80 PSF
40 PSF
100 PsF
D. WIND1. BASIC WIND SPEED 80 MPH2. EXPOSURE B
E. EARTHQUAKE
F. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE.
ZONE I
2. TESTING:
A. CONTRACTOR SHALL FURNISH OR PROVIDE COORDINATION FOR TESTING AS REQUIRED
BY THE PROJECT SPECIFICATIONS. THE TESTING PROGRAM SHALL BE COORDINATED WITH
THE PROJECT OWNER, ARCHITECT AND STRUCTURAL ENGINEER.
B. IN THEABSENCE OF OTHER REQUIREMENTS, THE CONTRACTOR SHALL FURNISH
INDEPENDENT TESTING OF SOIL COMPACTION. CAST.IN.PLACE CONCRETE STRENGTH AND
REINFORCING, STRUCTURAL STEEL BOLTING AND WELDING TO THE EXTENT NECESSARY TO
ASSURE CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS.
3. FOUNDATIONS:
A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 3OOO PSF. THE
CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION
EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS
EQUAL TO OR GREATER THAN ASSUMED.
B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS
SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH
APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF
48- BELOW EXTERIOR GMDE.
C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY
COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE
CoMPACTED TO 95% (MtN|MUM) MODTF|ED PROCTOR DENSIry PER ASTM D1557 UNLESS
OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED
REMOVE SOIL AND RECOMPACTWITH APPROVED FILL. (RE: SOIL REPORT FOR
DESCRTPTION OF BEARTNG SOrL.)
D. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH
MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS
REPORT FOR BACKFILL MATERIAL.
E. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LEVEL
FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. CONCRETE
SLABS SHALL BE PROPERLY CURED.
6.. . REINFORCEMENT:
. A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM. A 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE
DEFORMED BARS, ASTM DESIGNATION 4615, GRADE 40 OR ASTM A 706 GRADE 60.
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED
ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER.
C. REINFORCEMENT PROTECTION:
1. CONCRETE POUREDAGAINST EARTH 3"
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2"
3. COLUMNS AND BEAMS (TlE BARS) 1-112"
4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 314"
D. REINFORCEMENT PLACEMENT AND TOLEMNCES SHALL BE IN ACCORDANCE WITH
SECTIONS 7.5. 7.6 AND 7.7 OF ACI 318. LATEST EDITION,
E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED
BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM
OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR
DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL
BARS CONTINUOUS AROUND CORNERS.
F. PLACE TWO #5 (pER 8" THTCKNESS) WITH 2'-0 PROJECTION AROUND ALL OPENTNGS lN
CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-O DIAGONALLY AT
EACH CORNER.
G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS
FOLLOWS: TOP BARS AT MIDSPAN. BOTTOM BARS OVER SUPPORTS.
7. STRUCTURALSTEEL:
A, ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS
wHtcH SHALL CONFORM TO ASTM 992, (50 KSt), AND EXCEPT PIPE COLUMNS WHICH
SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A5OO, GRADE B, LATEST
EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM 4572, GRADE 50 AT HIS OPTION.
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL.
B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A3O7 UNLESS NOTED
OTHERWISE.
C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION."
D. UNLESS OTHERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL
BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTION" TABLE II.A AND/OR AISC SIMPLE
SHEAR CONNECTION MANUAL WITH A325-N BOLTS OR WELDED EQUIVALENT. SELECT
CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACIry FOR EACH GIVEN
BEAM AND SPAN.
E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY
STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1.
F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16' CONTINUOUS FILLET
UNLESS OTHERWISE NOTED.
8. NON-SHRINK GROUT:
2
A. NON-SHRINK GROUT SHALL BE PROVIDED:. 1. BETWEEN STEEL COLUMN BASES AND CONCRETE SUPPORTS.
2. BETWEEN BEAMS OR BEAM BEARING PLATES AND CONCRETE SUPPORTS.
3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF
6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE.
9. WOOD:
A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GMDED BY
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING
CODE AS FOLLOWS:
2" THICK - 4'TO 6' WIDE (WALL STUD ONLY) STUD Fb = 700 PSI
2" TO 4" THICK - 6'& WIDER NO. 2 Fb = 900 PSI
5" THICK - 5" & WIDER NO. 1 Fb = 1350 PSI
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIORTO
ALLOWABLE STRESS INCREASES.
B. PROVIDE CROSS BRIDGING NOT OVER 8'ON CENTER FOR ALL 2X WOOD JOISTS AND
2X SOLID BLOCKING BETWEEN JOISTS ATALL SUPPORTS AND ENDS OF CANTILEVERS.
C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE
TABLE 23-II-B-1 UNLESS OTHERWISE NOTED,
D. LAMINATED BEAMS1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12
PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN
ARE NET.
2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF
STRUCTURAL GLUE LAMINATED TIMBER. LATEST EDITION AS PUBLISHED BY AITC.3. PROVIDE UNITS CONFORMING TO AITC 1 17, 24FV8, D.F. FOR CONTINUOUS MEMBERS
AND CANTILEVERS AND 24FV4, D,F, FOR SIMPLE SUPPORT MEMBERS. MEMBERS
SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED
ON EACH MEMBER.
E. PLYWOOD DECKAND/OR ORIENTED STRAND BOARD1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE
IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD
ASSOCIATION.2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S.
PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH
HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL
BE OF THE EXTERIORryPE.
3. FOR FLOORING USE 3/4" T&G STURD-I.FLOOR SHEATHING GLUED AND NAILED
WITH 1OD NAILS AT 6'O,C.ALONG PANEL EDGES AND AT 12'ALONG INTERMEDIATE
SUPPORTS.4, FOR ROOF USE 5i8" (40/20 SPAN MTING) EXPOSURE ISHEATHING NAILED WITH
1 OD NAILS AT 4" O.C. ALONG PANEL EDGES AND AT 12' ALONG INTERMEDIATE
SUPPORTS.5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 112" EXPOSURE I SHEATHING
NAILED AT 6" O.C. ALONG PANEL EDGES.6. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED.7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS.
F. PREFABRICATED WOOD MEMBERS SHALL BE THE ryPE NOTED ON THE DRAWINGS AND. SHALL BE "BCI-JOIST'AS MANUFACTURED BY BOISE CASCADE CORPORATION.
ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES
SHALL HAVE A LOAD CAPACIry IN BENDING, SHEAR, AND DEFLECTION EQUAL TO OR
GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO
BE AS REOUIRED BY THE JOIST MANUFACTURER.
G. LAMINATEDVENEER LUMBERMEMBERS SHALL HAVETHE FOLLOWING STRESS
CAPACITIES: FB = 2800 PSl, E = 2,000,000 PSl, Fg = 750 PSl, FV = 285 PSl. BUILT UP MEMBERS
SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
CONTMCTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS.
10. NON-STRUCTURALELEMENTS:
A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED
BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL
MOVEMENTS.
B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET
ALL CODE REOUIREMENTS FOR THE ryPE OF CONSTRUCTION SPECIFIED BY THE
ARCHITECTURAL DRAWINGS, STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED
UNRESTRAINED UNLESS OTHERWISE NOTED.
1'1. GENERAL:
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. VERIFY ALL OPENINGS THROUGH FLOORS. ROOF AND WALLS WITH MECHANICAL AND
ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND
REOUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY.
C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER
ITEMS TO BE ATTACHED TO THE STRUCTURE. ENGINEER'S APPROVAL OF CONNECTIONS
AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON
ARCH ITECTURAL AND STRUCTUML DRAWI NGS, RESPECTIVE SUBCONTRACTOR
SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF
HIS ITEMS.
D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. MISCELLANEOUS
EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER
AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM 436.
E, PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE EARTH,
F. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BEAS SHOWN
ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS.
G. ALL DIMENSIONS ON STRUCTUML DRAWINGS SHALL BE CHECKED AGAINST FIELD
ARCHITECTURAL DRAWINGS.
H. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE
DIFFERENT THAN ASSUMED. NOTIFY ENGINEER.
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rdwuoFVAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2138
pflJat -&33
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P0l-0055
Job Address: 5027 UTELN VAIL Status ' ' : ISSUED
lncation.....: 5027 Ute Lane unit A Applied ' ' : 061081200l
ParcelNo..-: 2}ggls2lg}zl Issued' ': 06/1912ool
ProjectNo.Expires..:|2/|6/2oo|
OWNER OKIIBO, T. LARRY & RENEE O6/O8/2OOL Plrone:
12530 W 60TH AVE
ARVADA CO
80004
L,icense:
coMtRAcToR Britar:nia Plumbing, Inc. 06/08/200L Phone: 97O-453-08L7
P.O. Box 5457
223 Roya1 Tiger
Breckenridge, CO 80424
LicenEe: 281-P
AppLICANT Britar[ria P1umbing, Inc. 06/08/2O0L Phone: 970-453-0817
P.O. Box 5457
223 Royal Tiger
Breckenridge, CO 80424
License: 281--P
Desciption: REMODEL KIT/BATHROOM
Valuation: $13,000.00
Fireplace lnfcmalion: Restricted: ?? # ofGas Appliances: ?? # ofcas 1'g9: ?? . . . . .{ 9Ll:t' ltll*t ??
.|||..'|..*..+..'''.....t:}.:}.ltt*l'.lt******++****t*tt|t.*,}:**,l*1t..*l..*.
Plumbing-> 9195 . OO Restuerart Plan Review-> so . oo Tolal calculat€d Fe€s--> s246 '75
Plan Che.ck-> 948,?5 DRB Fee---> So'oo Additional Fees--> 90'00
Investigation-> so . oo TOTAL FEES--> 5246 .75 Tolal Petmit Fee--> s246 '75
Will Call--> 93 . oo Payments---> 5246 ' 75
BALANCE DLrE-> 90.00
Itsem: 05100 BUILDING DEPARTMEIflI
O6/08/2O0L cdavis Action: AP
IECM: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIEI-,D INSPECTTONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAIiICE.
*t'taaaat*,|****tata
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurato plot plan, and
state that all the information as required is ctnect. I agree to comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved"
Uniform Building Code and other ordinances ofthe Town applicable thereto.
CATION WILL NOT BE ACCEPTED IF INCOMPTETE OR U
Proiect #'zLJb.7;Building Permit #:
Plumbing Permit #:
97 O- 47 I -2749 (Inspections)
75 S. Frontage Rd.
Vail, Colorado 81657
Contact or visit for Parcel #
Parcel # (Required if no bldg. permit # is provided above)
Job Name:nazrrla/,/arrffi rob Address: *fre7 Ufu /A l/h.L
Legal Description Lot:Block:Filing:Subdivision:
ownersNamet gri.k llAddress:po" l67baril pfi*llenon t
Engineer:Address:Phone:
Detaileg[ description of work:ftaa-eta- k/b /' &t*zt-y1,
WorkClass: New( ) Addition( ) Alteration(4) Repair( ) Other( )
Type of Bldg.: Single-family ( ) Duplex (rrQ. Multi-family ( ) Commercial ( ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) ttto L<)
COMPLETE VALUATION FOR PLUMBING PERMIT (LaboT & MateTiaIS)
CONTRACTOR INFORMATION
Plumbinq Contractor:K;k-"/' //t '",i'uz-
Town ofVail Reg. No.
AGI f
Contact and Phone #'s:fb6gazr?-?bfro%F
tl ''/ 'ar'a/,.4t;:4,)Contractor Signature:
,/
** ** *** * ***** ****{.* *dr** * ** **** ** ** *****FOh OFFICE USE ONLY*,r**************:t**r(r.rr****r<**********
d,ns
RECEI\|ED
F/everyone/forms/pl mbperm
JUN o? 2(}ol
?r.dtls-l
i].* - -.1 ,'l(J'
sDwcnAlr wrfx yotiz ,
Town of Vail Survey
Community Dwelopment Deparfnent Russell Fonest Director,
(970)479.2139
Check allthd appfes.
1. Which Deparfnent(s) did you conhc0
Building _ Environmenhl_ Housing Adrnin
Planning _DRB PEC
Was your initial contact with our staff immedide_ dow or
no one available ?
4.
lf you were required to wait, how long was it before you were
helped?
Was your project reviewed on a timely basis? Yes / No
lf no, why not?
Was tris your first time to fle a DRB app- PEC app
Bldg Permit l.YA
Please rate $e performance of he daffperson who assisbd you:
54321Name:
(knowledge; responsiveness, availability)
Overall efiectiveness of fie Front Service Counter. 5 4 3 2
What is the best time of day for you to use the Front Service
Counter?
9. Any comments you have which would allow us to better serve you
nexttime?
Thank you for taking the lime to compleb $is survey. We are
commitbd b improving our seMce.
o.
'7
8.
TOWN OFVAIL DEPARTMENT OF COMMTJNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PETMit #: MOI-OOgO
Job Address: 5027 WE LN VAIL Status . . . : ISSUED
[.ocation.....: 5O2l lJrcLne Applied. . : 06/08/2001
ParcelNo...: 209918219021 Issued. . : 0612612001
ProjectNo : ExPires. .: l2l23l2$0l
OWNER OKttBO, T. LARRY & RE{EE 06/08/200L Phone:
12530 W 60fir AVE
ARVADJA CO
I0004
Licen6e:
CONrRACTOR Britannia Plumbing, Inc. 06/08/200t Phone: 9?0-453-0817
P.O. Box 5457
223 Royal Tiger
Breckenridge, CO 80424
License:28l.-P
AppLICAN'r Britannia Plumbing, Inc. o6/0s/200t Phone: 970-453-091' ._k\P.O. Box 5457 rr(J "
\ /v223 Royal Tiger nr....-pt ^ c,9Breckenridge, CO 80424 \" (.V"
ticense: 281-P C A*'- r X-
Desciption: INSTALLINGINFLOORHEAT
Valuation: $13.000.00
Fireplace Informatiom: Restrict€d: y #ofGas Apptiances: O 3 ofGas togs: 0 #of Wood- Pellet: 0
**ti*ttulltlttttt'|..'***..|.'...........'''..}.t|.'.*t......:Fi:l:l'l'''FEEstJMMARY..'t*t*'t+.''.'..tt.'...*|.|*.'.|...
Mechrnical-> 9260. oo Restuarant Plan Review-> $o . oo Total Calculaled Fees--> t328 . 00
Plan Check-> $6s . oo DRB Fee--------> 5o . oo Addilional Fees__---> 90 ' 00
Inv6ligrtioo-> So. oo TOTAL FEES--> 9328 . o0 Total Pqmit Fee.-.> S328 .00
Will Catl-> S3 , OO Paymerfs--._-_> S328 ' OO
BALANCE DUE-------> 90.00
ttaa'ttttaa||*aaaa*Item: 05100 BUII-^DING DEPARTMENT
06/21,/200! JRM Actsion: AP
CONDITION OF APPROVAL
Cond! 12
(BLDG|.): FIEI"D INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAI.ICE.
Cond: 22
(BL,,DG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTIOII
701 0F TIIB 1997 rMC.
Cond: 23
(BL,DCI. ) : INSTAJ,LATIOII MUST CONFORM TO I4AIiIUFACTURES INSTRUCTIONS AND TO CHAPTER
10 OF TIIE 1997 IJMC, CHAPTER 10 OF TIIE 1997 IMC.
Cond: 25
(BI.,DG. ) : GAS APPLIA}TCES SHALL BE VENTED .A,CCORDING TO CHAPTER 8 A}ID SHALIJ
TERMII{ATE AS SPECIFIED IN SEC.8O6 OF THE ]-997 IJMC, OR CIIAPTER 8 OF THE 1997 IMC.
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMEITT MUST COMPLY WITH CHAPTER 3 AI{D SEC.1017 OF
THE 1997 IJMC A}TD CHAPTER 3 OF TIIE 1997 IMC.
Cond: 31
(BLDG.): BOIL,ERS SHALL BE MOITIiITED ON FLOORS OF NONCOT{BUSTIBLE CONST. I]NLESS
LISTED FOR MOI]NIING ON COMBUSTIBLE FLOORING.
Cond: 32
(BLDG.): PERMIT,PLAI{S AI.ID CODE AIIALYSIS MUST BE POSTED IN MECHANICAI-, ROOM PRIOR
TO AI{ I}ISPECTION REQI'EST.
Cond: 30
(BIDG.): DRAINAGE OF MECIIANICLL ROOMS CONIAINING IIEATING OR HOT-WATER SITPPLY
BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. LO22 OF THE 1997 I'MC, OR
:"-::.:::..::.11':-1--3i--TH-l?-?]-.-Tl;l.,*..*.'|..t:}t'....||,tlti,|,tf'**|||'|.tt**+it.ti'r**r|:}:}|+'}.,'.........illt:t
DECLARATIONS
I hereby acknowledge that I have read this applicatiorl filled out in full the information required, completed an accurate plot plan, and
stage that all the information as required is correct. I agee to comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, desigrr rwiew approved,
Uniform Building Code and other ordinances of the Town applicable thereto.
PJQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOI,'R HOURS IN BY TELEPHoNE AT 479-2138 OR AT oUR OFFICE FRoM t:00 AM - 5 PM,r
T1JRE OF OWNER ORFORHIMSELF AND OWNE
*t ***:i** * * ***'l 'l *l{r{r*,}:t:l:l ***** {r't**** * +'**+* *1.!t*'}:l***l* * * * ****'lt!t***{' **** 'lr},}t:t
TOWN OF VAIL, COLORADOCopy Reprinted on 06-26-2001 at 09129120 0612612001
Statement
't'lr* **'l t*'l' '* * * ** 't {r * *'}'t** * '}:t 'lr 'lt
* t:t * * * *'}'t'}{r* lr'}!*{r** ***** * **!**** *l"lt***** ** * **'t't,* +'l' * * *f* **** ****:* ** *
Statement Nurnber: ROO0OOO998 Amount: $328.00 05/26/2OO1o9:28 AM
Pa:ment Method: Check Init: DF
Notation: cHEcK # 9234
Permit No: It{01-0090 Tl4)e: MBCHANICAL PERTIIT
Parcel- No: 2O99L82a9OZJ-
Site Address 1 502'7 IITE LN VAIL
IJocation: 5027 Ute lJane
Total Fees: $328.00
This Payment: $328.00 Total ALr, Pmt,s: 9328.00
Balance: S0 .00
't*{.:t***'}**r}**'t ** *!t!t** *** * * * * * * * * *** * * * *** * * * *:t* * ** **,lt * *{' *'l * * * * *:*'l,lt* *'f **,1.******'t*'}***********
ACCOTJNT ITEM LIST:
Account Code Descri pti on Current ffis
MP OO1OOOO3I113OO MECHANICAL PERMIT FEES 260.00
PF 00100003112300 PLAN CHECK FEES 65.00
hjc 00100003112800 hllll CALL INSPECTIoN FEE 3.00
p[ft l^croas
_-'sWg
- fr" .. !5.' rawva
75 S. Frontrge Rd.
Vell, Cobndo gl65t
Providelleclrrnlcal Room Lyout drawn to rceb to Indudc:o lrlcclnnlcal Room Dimcnibnao Conhrrdon Air Duct Sizc and localfolro Flus, V.ntrnd G.r U: m##st*'"m6 l- ffiO
Building Permit #:
Mechanical Permft #:
Permit will not be aceptE wlthout the following:
'ti k r4,2, /a-ra Contact and Phone77a4Bog7 -4fo,o*e
coMpLETE VArllA.IIoil FqR MECI|ANICAT pERilrT labor & Materials)
,tY Ar*Lou.ti Job Mdressr aa7 lctL 1/a/'L
WorkCbss: I'teti( ) eaOruonc{ ru6Etbn({ Repatr( ) Odrerl ;
Boihr Location, tnerio'ffi, f )Does an EHU odst at $is lcauon: yes ( ) No ( )
Tlpeof Bugr Singre'famrty( ) oupler(g l,rrdu-famiv( ) commerdar( ) Restarnnt( ) ooert i
No. of Edsdng Dwdling unie in nrs ruiloln+No. d Accommodatirn Unlts in tlrls building:
*ottt*
" Or"O,ror t
b an EPA Phase tr deviae? yes (
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