HomeMy WebLinkAboutB10-0129, � ; :
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��������.�: Department�of Community Development.:'
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TRANSM ITTAL FORM
Revision Submittals:
1. "Field Set" of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved 8� the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) informa6on applies to: � � � Attention: � � �� ( ) Re '�' s � �
�,a esponse to Correction Letter
� v� b� Z-( attached copy of correction letter
( ) Deferred Submittal
( ) Other
Project Street Address:
(Number) (Street)
(Suite #)
Description / List of Changes:
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Building/Complex Name: ��'1�������t/ �.� `� j � /�" �� � !'T �j . ( S `� �
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Contact Information:
Company:
Company Address:
City:
Contact Name:
Contact Phone:
E-Mail
Valuations (Labor & Material))
Building:
Plumbing:
Electrical:
Mechanical:
Total:
State: Zip:
��� �� ��s � �
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(use additional sheet if necessary)
Date Received:
`Z .e��� .�-Y. � �-. �.c—�,i--
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OCT 27 2p�p
TOW(V OF VAIL
1-Sep-09
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
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Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT MF BUILD PERMIT Permit #: B10-0129
Job Address: 610 W LIONSHEAD CR VAIL
Location......: UNIT 701 AKA 705, LANDMARK
Parcel No....: 210106307058
OWNER ELICE CORP O6/04/2010
8 ISLA BAHIA TER
FORTLAUDERDALE
FL 33316
APPLICANT GEYER CONSTRUCTION LLC
245 RIVER RANCH RD
EDWARDS
CO 81632
License: 1056-B
CONTRACTOR GEYER CONSTRUCTION LLC
245 RIVER RANCH RD
EDWARDS
CO 81632
License: 1056-B
Description:
INTERIOR REMODEL
06/04/2010 Phone:970-926-1344
06/04/2010 Phone: 970-926-1344
Project #:
Status . . :
Applied . . :
Issued . .. :
Expires . ..:
PRJ10-0244
ISSUED
06/04/2010
08/10/2010
02/O6/2011
Occupancy: R2 Valuation: $45,000.00
Type Construction:IB Total Sq Ft Added: 0
..,.,..,» ..........................................,.......,,,,........,.,..,,.... FEE SUMMARY ..........................................,.,.,......,.,.,..,...,,....,..,...,.
Building Permit Fee------> $593.25 Will Cal Fee-----------------> $4.00 Total Calculated Fees---------> $1,682.86
Plan Check-------------------> $385.61 Use Tax Fee------------------> $700.00 Additional Fees-----------> $0.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review----> $0.00 TOTAL PERMIT FEES------> a1,682.86
Investigation--------------> $0.00 Recreation Fee---------------> $0.00
Payments— --- -----> $1,682.86
Total Calculated Fees-------> $1,682.86 BALANCE DUE---------------> $0.00
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DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4•0 PM. ,_
�' �I�vl� �
� Si�nature wner o ractor Date
C�v�s �-�
Print Na e
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APPROVALS
Permit #: 610-0129 as of 08-10-2010 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
07/08/2010 cg Action: CR see laserfische
project folder
07/14/2010 CG Action: CR SECOND CHECK
COMMENTS SENT. SEE LASERFISCHE
08/03/2010 cg Action: AP
Item: 05600 FIRE DEPARTMENT
06/08/2010 drhoades Action: AP
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See the Conditions section of this Document for any that may apply.
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CONDITIONS OF APPROVAL
Permit #: 610-0129 as of 08-10-2010 Status: ISSUED
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Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
bld_a It_construction�e rm it_041908
�*******��************�*****��**�***�***********************�******�***************�*******�
TOWN OF VAIL, COLORADO Statement
***+�*****+*******��****�**�**��*«*****�*«******+*************�*******«**************�*****�
Statement Number: R100001028 Amount: $1,682.86 08/10/201010:37 AM
Payment Method: Check Init: LC
Notation: #2063 / GEYER
CONSTRUCTION LLC
-----------------------------------------------------------------------------
Permit No: B10-0129 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-063-0705-8
Site Address: 610 W LIONSHEAD CR VAIL
Location: UNIT 701 AKA 705, LANDMARK
Total Fees: $1,682.86
This Payment: $1,682.86 Total ALL Pmts: $1,682.86
Balance: $0.00
*******�******����****�************************�*********�******�*************�*****�***�***
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
PF 00100003112300
UT 11000003106000
WC 00100003112800
Description
------------------------------
BUILDING PERMIT FEES
PLAN CHECK FEES
USE TAX 4%
WILL CALL INSPECTION FEE
Current Pmts
593.25
385.61
700.00
4.00
-----------------------------------------------------------------------------
Job Name:
��y� � JobAddress: �/�n �i�i �� {}� �'701
Permit No.• ���'C�12�j
3PECIAL IN3PECTION AND TES7ING AC3REEMENT
(7o applicants of projects requlring Special Inspectlon or Testing per Section 1701 of the IBC}
The owner or his/her representaUve. on the advice of the deslgn professional in responsible charge, shall
complete, seal, sign and submit a copy of the Spedal Inspection Agreement and Structural Tests
Scheduled to the Town of Vail for review and approval. Signatures are required on both pages;
photocopled or faxed signatures are acceptable.
The owner and his/her general contractor, where applicable, shall also adcnowledge the following
condiHons applicable to Special Inspectlo� Testing:
1. Contractor is responsible for proper notifica�on to the Inspection or Testing agency for items
Iisted.(Page 1) (IBC 1704)
2. Only the testing laboratory should take samples and transport them to thefr laboratory.
3. Coples of ail laboratory reports and Inspections are to be sent dlredly to the Town of Vail by the Testlng
agency on a weekly basis.
4. Inspectlon agency to submit names and qualiflcations af on-site special inspectors to the Town of Vail
for review and approval.( Page 2)
5. The speclal inspector Is responsible to immediately notify the Town of Vail 6uilding Official In writing of
any concems and/or problems encountered.
6. It is the responsfbfNty of the contractor to review the Town of Va11 approved plans for additlonal
inspectlan or tesbng requirements that may be noted. A pre-construction conference at the )ob site is
recommended to review special inspection procedures.
7. The speclal inspector shall use only the Town of Vail approved drawings.
8. All spedal lnspectlon fleld reports must be left on stte for review by the Town of Vail staff prior to
required inspecdons or re-(nspections.
BEFORE OCCUPANCY WILL BE ORANTED: The spedal inspection agency ahall submit a signed and
sealed statement that all items re�iring testlng and inspectton were fulfilled and reported. Those ttems not
tested and/or fnspected shall be noted in this statement A copy of the statement shall be mainta(ned at, the
job slte for the Buiiding Inspector's revfew prior to flnal inspection.
Acknowledgement:
Ovmer.
Spedal
Agency:
Proj@Ct
Arch/En
Print Name Date
� �U 1� �� r aK � Z� �v
v �4
r Pdnt Name Daia
a� QiA�L!/%►�,c y Z!-�i0 O
�vt� �.r.rlG- _�p.
Pdnt ame Da
Contractor.
St�nehne Pdnt Name pate
-3-
�
�
��YAII+ SPECIAL INgpECTION AND 7E3TIN0 SCHEDULE
(IBC 1704)
ProJect Name: �j�.. ��J��' 7c�1 i�l'!?d� permlt # �J �� " ��7i�
Owner's Name:
Testing In �On 8lgnature �p� �„ G� � Prtnt a e
..� te
Agency: Cov�S r� � IA�� � O
7esting Inspectlqn sio��„re Print Name
��
Nereby certiNes that the Testing/Inspec�lon Agency named above has been engaged to pertorm structural tests and
InspecNons during construdfon as chedced below, to satisiy all appt�able porttons of the Building Code.
P�ior to flnal InspecNon, the Inspectbn Agency shaN submft a statement that all items af designated work perfomied
were reported. Any items checked but not tested or Inspected will be noted and explalned. Whenever any designated
items on the Iist are ready for samplfng, testlng, or inspectfon, it shall be the responsibility of the contractor to give
timely no�ce to the Inspection agency so that the requlred servbes mey be performed.
REINFORCINO 87EEL:
Tensde & Bend, ane set per heat per tons
�napecflon ot Placement
E s�pecdon of Wetding
MASONRY;
Prellm. Acoeptance Tests (Masonry Units, Waq Pdeme)
Subsequent Tests (Morta�, Orou� Fleld Wall Prlams)
Inspectlon of placement and CirouWg
Relnfordnp 7eab
Inapectlon of ReiMorcing Placement
Tendon T�ie
Inspectlon of Tendan Plaoement
Inapectlon of ConcreO� placement
Inspecqon ot Concrebe Batching
�nspectlon af Panel Attachment $ Inserts
Compressfon Teste
Inapectlon of $treasinp/Trans%r
PILINO, CAISSONS, CAP8, TIES:
Inepectlon oi Retnfordnp Placement
InspecUon of Concrete P�wment
Inspectlon of Concrete BaEchlnp
Spec�Yy other test�, Mspectlons or epedel InshucNon� requ/rod.
�
UNDERPINNINQ:
Temporary/Pemmnent
InspecUon of Stael Fabdcatlon
Inapectlon of Relnforcing 8, Fonris
Inapectlon of ConcreEa Placement
Inspeatlon of Tlebacks
SOIL NAII.$:
Temporary Shoring
Permanent Wall
STRUC7URAL 8TEE6:
Sample 8 T�t (Uat speciflc memhers below)
3hop Idantirtcatlon & Weldtng Inapectlon
Shqp Ultrasonic Inspecflon
�Shop Radloaraphy 2�1`�
Fletd Welding Inspe�ClJcx� I J
Ffeld Boltlng Inspecdon �
Fleld Ultrasonlc Inspectlon
Fleld Radlography
Metal Dedc Welding Inspection
FIREPROOFING:
InspeCGpn & Placement
SOILS:
Acoeptence Teste
Molsture-Dengl(y Determinatlon
Fleld Densiry
Drllied Plers
Deep FoundaUon
31RUCTURAL WOOp:
Inapecdon ot Febdcatlon
��sPectlon of Trws Jdnt Fabricadon
Sample & Teet Components
Inapectlon, o( Glu Lam Fabrlcatlon �
BMOKE CONFTROL:
SPECW. CASES:
SPECIAL IN3PEC710N:
Seiemic Resistance
Wtnd Requiremenfs
�a�x � v� ►�
Department of Community Development
5 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www. vailgov.com
PROJECT REVIEW COMMENTS
DATE: 6/11/10
RESPONSE DATE: 7/7/10
TO: Geyer Construction
pgeyerconstruction@gmail.com
PERMIT APPLICATION #: B10-0129
PROJECT ADDRESS: 610 W Lionshead #701
OCCUPANCY GROUP: R2
TYPE OF CONSTRUCTION: IB
NUMBER OF STORIES: existing
BUILDING AREA: existing
•
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TOWN OF VAIL
Submit two complete sets of revised construction documents containina the requested '
information with all plan revision items clouded or otherwise identified.
Please respond in writing to each comment with a response letter addressing each comment.
BUILDING DEPARTMENT COMMENTS
Architectural Comments:
Indicate building construction type per IBC ch. 6 on the plans. Town of Vail records indicate IB
construction type for the Landmark building
Building Construction Type 1 B has been noted and is now shown on the attached Building
Code Review Summary sheet (8.5"x11 ").
2 Indicate on plans all new framing to be non-combustible construction. Include wall and ceiling
construction details. IBC 602.2
Sheet General Note 6.1 on Sheet A1.3 has been revised and states that all new/relocated walls
are to be constructed with metal (non-combustible) framing members [See detail 1/A5.1]. This
project does not involve any new floor/ceiling assemblies therefore no details for this type of
assembly have been included.
3 Revise loft guard height to 42" minimum per IBC 1013
The height of the new loft guardrail has been revised to meet code by raising the height of the
guardrail to 42"" and is indicated on sheet A1.3, Keynote 8.
4 Revise 6.1 wood framing notes on the plan sheets. Wood framing is not permitted in type IB
construction.
Sheet General Note 6.1 on Sheet A1.3 has been revised and states that all newlrelocated walls
are to be constructed with metal framing members in order to comply with Type 1 B
Construction.
5 Show stairway construction with non-combustible framing per IBC 1009.6
A Typical Tread and Riser Detail has been included, which shows fire treated, non-
combustible plywood. This detail can be found on Sheet A5.1.
Structural Comments:
6 Clarify scope of structural work, include structural sheets in the plan sets
The structural drawing has been included.
The Landmark at Lionshead
Unit 701 Remodel Project
Building Code Review Summary
July 7, 2010
Project Description
The Project consists of an interior remodel to an existing residential unit within the
Landmark at Lionshead in Vail, Colorado. No part of the exterior building envelope
will be affected by the project, with the exception of two (2) windows that will be
replaced due to cracked glazing. Most interior partition walls will remain intact, and
the floor between this penthouse unit and the residential unit below will not be
impacted in any way by coring, drilling, or the like.
The basic main level plan changes consist of renovating the entry hall, reconfiguring the
two bathrooms, reconfiguring the kitchen and removing the support column below the
loft above, and reframing the stairs (with the possibiliry of building them to meet Code).
At the loft level, plan changes include redesigning the new enclosed room (formerly
exterior space prior to the overall Landmark Building remodel previously constructed by
others) into a master bedroom and master bathroom, adding an upper level powder
room, and adding a structural beam to support the loft in lieu of the column that was
removed.
Codes and Rules
The following Codes, Rules, and Assumptions have been implemented during the design of
this project:
2009 International Building Code (and related Codes)
Building Construction Type: 1 B
Primary Life Safety Considerations-2009 International Building Code (IBC7
■ Per 2009 IBC Section 310.1, this unit is contained within a building primarily
classified as Residential Group R-2.
Per 2009 IBC Section 1009, new stairs within Group R-2 and serving an Occupant
Load of less than 50 persons may be 36 inches wide, and are required to be
designed with 7.75 inches maximum height risers, 10-inch minimum depth treads,
and a minimum winder tread depth of 6 inches (with 10 inches at the walkline).
However, per Section 1009.4.2 Exception 6, stairs within existing structures fall
within the requirements of Chapter 3404.1, which states that such stairs need not
comply with the requirements of Section 1009 where the existing space and
construction does not allow a reduction of pitch or slope.
The Landmark at Lionshead Issue C— June 18, 2010 Page 1 of 2
Unit 701 Remodel Project Building Code Review Summary Project No. 102001.00
The Landmark at Lionshead
Unit 701 Remodel Project
Building Code Review Summary
july 7, 2010
Based upon field measurements, the existing stairs have 9-inch treads and 8 5/8-inch
risers. The stairs shown on the New Floor Plans have been redesigned with 7 3/4-
inch risers and 10-inch treads, to meet Section 1009 of the Code.
Since the Landmark Building is constructed of precast concrete walls and precast
concrete double-tee floors, the existing space and construction will likely not allow
a reduction of pitch or slope. The stairs shown on the New Floor Plans are
therefore a"best case" design that will be implemented if—after partial demolition
of the unit has taken place—it is determined that the existing structure can be cut to
allow for the stair design shown on the drawings.
■ Per 2009 IBC Section 1013, the required guard at the loft shall be a minimum of 42
inches high per 1013.2—with vertical members spaced such that a 4-inch sphere
cannot pass between them—per 1013.3.
■ Per 2009 IBC Section 2406.4, there are no hazardous locations that require safety
glazing, except for the new shower enclosure, which shall be constructed using
safety glazing.
The Landmark at Lionshead Issue C— June 18, 2010 Page 2 of 2
Unit 701 Remodel Project Building Code Review Summary Project No. 102001.00
Z E H R E N
AND ASSOCIATES, INC.
ARCHITECTURE • PLANNING • INTERIORS
P.O. BOX 7976 Avon. Colorado 81620
(970)949-0257 FAX (970)949-1080
: a �.a z.� h., �,, ..,...
TO: Town of Vail
Department of Community
Development
5 South Frontage Road
Vail, CO 81657
i ECE
�
OF TRANSMITTA
�u� o � 20�0 , :
TOWi� OF VAILaTT :
RE:
o��o���o
20102001.
The Landmark 701
WE ARE SENDING: ❑ Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ❑ Prints x Plans ❑ Sam les
p ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Other
THESE ARE TRANSMITTED as checked below:
❑ For Approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ Far review & comment
❑ FOR BIDS DUE 20
REMARKS:
SIGNED: Cherie Vittum
COPY TO: file, Kelsey Dunaway
x Resubmit 3copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
�
e
BUILDING PERMIT APPLICATION
Separate permits are required for electrical, plumbing, mechanical, fireplace, etc.
�v Dr �# 7nti
Project Street Address:
�� w Uo ead G�. � �o�
(Number) (Street) (Suite #)
BuildinglComplexName: 'Y�L ����.l.�r�
Contractor Information:
Company: ��C..°'�' COr�(UG� �� ��—l..
CompanyAddress: �y'S �I�I��GZ� r.l�l K,GI'
City: L{��.(,��5 State: l.� Zip: $�� 2
Contact Name: �� �Caler
Contad Phone: Q7.�0' 1c�'�`�t' ,� �3 �' 11�sl 2��
E-Mail {� '�i�'71� i1�J1.11 • C�CJ� , '
Town of Vail C or Registrati o.: I O� ��
(required)
Property Information
Parcel #: d ID I- O(o3 - O? - C,LS�
(For parcel #, contact Eagle County Assessors Office at 970-328-8640 or
visit www.eaglecounty.us/patie)
Tenant Name: � / �
Owner Name: ELIGG Ol(�P
Valuations (Labor & Materials)
Building: $ � �� D�Q
Plumbing: $ ��, �f�0
Electrical: $_ �%� UDO
Mechanical: (including fireplace) $ �/�, Qv�
Total: $ , �
Office Use: '+r'
Project #: �� I O '"' � � T "t"
DRB #:
Building Permit #: _�� 0 � � � ��
Lot #: � Block #L Subdivision: �� �
Detailed Scope and Location of Work:
ir �f �,l�:r✓ A�✓D �LL /.�ATHs AN�
_lV � w GJavb �° t�o� s A►V� � Ar2pG�
(use additional sheet ff necessary)
Work Class:
New ( ) Addition ( ) Remodel �) Repair ( ) Other ( )
Work Type
Interior � Exterior ( ) Both ( )
Type of Building:
Single-Family ( ) Duplex ( ) Multi-Family ( )
Commercial � Other ( )
Does a Fire Alarm Exist? Yes ( i✓) No ()
Monitored Alarm? Yes ( ) . No ( )
Does a Sprinkler System Exist? Yes (� No ()
# 8� Type of Existing Fireplaces: Gas Appliances
Gas Log � Wood/Pellet Wood Buming
#& Type of Proposed Fireplaces: Gas Appliances
Gas Log � Wood/Pellet Wood Buming _
_ ___ __ _ _ ._ . _ .. _._... _ _ . . ... .._..
Date Received:
p ���o��
JUN 0 4 2010
TOWN OF VAIL iC�
C�
The Landmark at Lionshead
Unit 701 Remodel Project
Building Code Review Summary
April 20, 2010
Project Description
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The Project consists of an interior remodel to an existing residential unit witfi'ii�-�e
Landmark at Lionshead in Vail, Colorado. No part of the exterior building envelope
will be affected by the project, with the exception of two (2) windows that will be
replaced due to cracked glazing. Most interior partition walls will remain intact, and
the floor between this penthouse unit and the residential unit below will not be
impacted in any way by coring, drilling, or the like.
The basic main level plan changes consist of renovating the entry hall, reconfiguring the
two bathrooms, reconfiguring the kitchen and removing the support column below the
loft above, and reframing the stairs (with the possibility of building them to meet Code).
At the loft level, plan changes include redesigning the new enclosed room (formerly
exterior space prior to the overall Landmark Building remodel previously constructed by
others) into a master bedroom and master bathroom, adding an upper level powder
room, and adding a structural beam to support the loft in lieu of the column that was
removed.
Codes and Rules
The following Codes and Rules have been implemented during the design of this project:
2009 International Building Code (and related Codes)
Primary Life Safety Considerations-2009 International Building Code (IBC�
■ Per 2009 IBC Section 310.1, this unit is contained within a building primarily
classified as Residential Group R-2.
Per 2009 IBC Section 1009, new stairs within Group R-2 and serving an Occupant
Load of less than 50 persons may be 36 inches wide, and are required to be
designed with 7.75 inches maximum height risers, 10-inch minimum depth treads,
and a minimum winder tread depth of 6 inches (with 10 inches at the walkline).
However, per Section 1009.4.2 Exception 6, stairs within existing structures fall
within the requirements of Chapter 3404.1, which states that such stairs need not
comply with the requirements of Section 1009 where the existing space and
construction does not allow a reduction of pitch or slope.
Based upon field measurements, the existing stairs have 9-inch treads and 8 5/8-inch
risers. The stairs shown on the New Floor Plans have been redesigned with 7 3/4-
inch risers and 10-inch treads, to meet Section 1009 of the Code.
The Landmark at Lionshead Issue A- April 20, 2010 Page 1 of 2
Unit 701 Remodel Project Building Code Review Summary Project No. 102001.00
l
The Landmark at Lionshead
Unit 701 Remodel Project
Building Code Review Summary
April 20, 2010
Since the Landmark Building is constructed of precast concrete walls and precast
concrete double-tee floors, the existing space and construction will likely not allow
a reduction of pitch or slope. The stairs shown on the New Floor Plans are
therefore a"best case" design that will be implemented if—after partial demolition
of the unit has taken place—it is determined that the existing structure can be cut to
allow for the stair design shown on the drawings.
■ Per 2009 IBC Section 1013, the required guard at the loft shall be a minimum of 42
inches high per 1013.2—with vertical members spaced such that a 4-inch sphere
cannot pass between them—per 1013.3.
■ Per 2009 IBC Section 2406.4, there are no hazardous locations that require safety
glazing, except for the new shower enclosure, which shall be constructed using
safety glazing.
The Landmark at Lionshead Issue A— April 20, 2010 Page 2 of 2
Unit 701 Remodel Project Building Code Review Summary Project No. 102001.00
� Cotorado Depar#ment of Pubfic Hea�th and Environmen#
Air Poliution Co�tml Division — tndoor' Environmerrt Prograrn — Ast�estas/�qQ Unit
43� Cherry� Greek-D�ive Soufh, ARCD-1E-61
Denver, Colorado 80246-1534
Phone: 3{13-692-3t00 — Fax: .303-782-02Z8
E-mail; asbestos@siate.co.us
��8�� 1 �
'This peimit is granted snbject to
and effectir+e January 30, 2A0�,1
t�e following provisions. Itis ot
BY �$ WOY�C L113C1Ei 1
shonid ttte Div�sion find tha
+ has vialated or has aided
an order of ihe Divisio.a �
• has failcd to meet any pe�
• has �sed misrepz�sentati<
• has comrnitted any aci or
As a contractor, you may be sutij
in which the work is being perfoi
Division sirongly snggests that yt
builciing/Permitting require�r►ents
THE Q�{I�INA,L
�/:i..� i"�.._.�Y '.�. . .. .
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: gen�r�tlly aet�
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�icig� ,�
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���+Ta.. 8, Part $, adopted Deeember 2I, 240'7,
Ac't�,�-101 oc Z5-7-SOl etseq., C,RS.) and
suspend this permit
8, Part B, or
3y.the Division during any
of asbestos abatement
he county and municiPaiity
Aitt PoIlution Contral
any otherlocal
STTE AT ALL T'IlVIES,
Im�aediatel'y notifp tbe As6�estos✓L4Q Unit ofprnjecr moafi, f�catiens 63' fex (,numLer aboue) or e-mail �addr�s above) mtd
srh �eduled w� dQtes�et�� depart�ne�tt by fax I'rojed inor�t,�icatfotts include cha�,ges ire il�e scope of wosk or the
This asbestos abatement permit is valid begiz�ning 5l18/2010 througii 11:59 FM on 6/16/2010.
'The actual scheduled v�ork dates are fxom 5/� 812010 fihrough 5/24/201 U.
Approvai issued on: S�I OE2010
Record number: 72540 F� �: �`OQ:�
No�ce �it�mber:10EA1�59A
_, ..._ .: '�aaziance..:�.._.:_.... __ _. _�Iona.
_ _ . _ _ ..._..
Comments: None
For the location specified below:
Singie Family Residence
11+Iain Level Kitc�en, Dining, Bedrooms, Hat
61Q W, Lionshead Circle #701
Vail
Eag1e Coa�ty
T'his permit has been issued to:
Reliance Environm'ental Ses�ices} LLC.
20Z74 E TJnion Drive
Anra!ra, CO &0015
Check nttmber: SOOI
Project Superviyror:
.. _ . . ����-�
, . _. _ . _ _ ..__. �._._
Andy �eyman'r�.:_:: . .._ . .. . _.
Cerifieation No.: 14432
Project ,4MS:
s�o� s�aE�
Gerifzcation No.; 633
Project Manager:
Issued by: RyVJ
�s,.•��'.��-:
I1/OTE: lNIS PE'RMfT 1�1tlST BE POST�� OAt JC1B�lTE AT ALL TIiI�E�
;•
�rro�v�r, '
Town of Vail, Fire Departmertt, 42 M� pmQ, Vaii, Colorado 81657
p.970-479-2252,f.970-479-2176,inspections 970-479-2252
ASBESTOS Permit #; AS8'f0-0007
Project #:
Job Address: 610 W LfONSH�Ap GL2 YAIL
L.pcation.....:: UNIT 701, IAN�MARK
Par�cel Na...: 210906307054
OWNER STII.LWELL, IRENE 05/17/201Q
THE GRANAf�Y, UVILF7ING FARM, eIN4ER ti1Lt
NCl1AiLE'Y,ESUSSEX BN8 4Hh ENGLAt�R
APPLICANT REIIANGE ENVIRONMENTALSERVt 05/1'7f201Q Phone`. 720-988-3525
20274 E UNION /tl[E
AURORA
GQ 80015
License: 9a9.S
CONTRACTOR RELIAtYCE fN1/tRONN1ENTAl. SERN► 051i7l2fl1'D
20274 E t1NiQN AVE
AURpRA
CO SOOf5
License: 949-5
Phone:72Q-988�3325
Desciptfort:
INTERIOR REMflDEL:.ASBESTOS ABATEMEI�tT OF ACCOUSTICAC CEILING
TEXTI�tE
ValuaUOns 313;00p.00
Add Sq F.k
. . , + + + + . . . . .. . . . . . . . » . + « . . . . . « . . .
_ ..:
AsbestosAertnitFee—.--> $�qq.pp
Investigation-----_,.> $O.DO
TOTAL FEES------...-> �144.00
Status . .. : 1SSUED
ARAlied ,. . : 05/17/2010
Issued . . . : OS/7812040
Expires . . .: 11114L2010
FEE SUNFMARY .,��.»+....+..�+t*.,*►.*+�,:».........»„.,.,.,.�,,,.....�*«....,`..,........+.+,...,......».,.
7otaf Ca[culated FeeB—> $144:00
Additionaf Fess > $75 �
TOTAL PERMI'T FEES--a 5219.p0
Payments------._.,__> $219.00
*..,..�..•..�...-».....«,.,....�.,»,....,,„,M,,,,..«..,..,.,.....,...,,,, BALAUtCE DUE > a0.00
Approvals; ._�......«..,,,„,..,..,,,„
Item; 05600 FIRE DEPARTMEN'('
05/t72pt0 dfioades Action: AP No testing done.
Buiiding Ccndactor is asyu�ning that there is asbestos
�p� nt in the atxousticai ceiling texture:
See page 2 of thts Document far 8ny cpnditicns that may apply ta thfs per�
. DECLARATIONS
1 hereby acknowtedge that I have read this application, fiiled oui 'in full the information required, cc>mpleted an accurate piot plan, and state that alf 2he
infoimation as raquiced is correct. f agree to eomply with the informatiort and plot p{an, to comply with a�� 7owrt,ordinances and state laws, and to buitd this
structure according to the Town's zoni�g and subdivision �odes, design rpvie�n, approv�d, Intemationai Boilding Cbdes snd other ordinances of the Trnm
ayFl+eebJe theretn,.�'^'7
`� / � 1'
FOR
BE MADE FQRT1t-E1GHT HOURS IN ADVANG� BY 7ELEPHONE AT 37D-479-2252.
i
— S i%— iC3
�ate
*1nF#*k�lrittk#*#�4lrtle**�F*YnkYrtli�klnkYr#wrtwwakf+M*'k�tM'+t�tlr.inFkk!*YM*it*YrMtk#iFtie'kYtYt*riYrlMtk�tinMiF1FA'#kWvFk1FleYr�f#w'frW*Ynt#**'MrtRM�l7nFlrMy'ilnF***f�4*#+lwilYek�HrYM***frtriNOlrlY +FkinM#lMfrt*t
C4NDITIOI�S OF APPROVAL
Permit #: ASB10-0007 as of 05-18-2010
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Conditions:
Cond: 38
(BLDG.): THIS PERMIT 1S GOOD FOR ASBESTQS ABATEMENT QNLY.
AN ASBEST4S AsATEAAENT CERTIFICA'l'E SNOWIKG THE AREA FREE
FROM ASBESTOS IS REG�UIRED PRIQR TO A�IY Ft1f�THER WORK
�CCURING �N THIS S1TE. 1F FURTHER QUESTIONS ARISE, CC)NTACT
THE VAIL FIRE DEPARTMENT q,T 479-2Z52.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL fS REQU#REC3 BEFORE A1VY
WORK;CAN BE STARTED.
Cond: 12
(BLDG.)': FIELd INSPECTIONS ARE REQUIRED TO CHECK FOR CC1DE
COMPI.IaNCE.
Environmenta/ Consu/ting Services
PROJECT
AIR MONITORING REPORT
THE LANDMARI�
610 WEST LIONSHEAD CIRCLE
UNIT 701
VAIL, COLORADO
80014
PREPARED FOR:
Reliance Environmental Services, LLC.
20274 E. Union Drive
Aurora, Colorado 80015
Report Prepared: May 24, 2010
SEI Project Number: SEI10-P049
Prepared By:
Sunrise Environmental, Inc.
371 Crest View Drive
Black Hawk, Colorado 80422
Phone: 720-209-5282
www.sunrise-enviro.com
EXECUTIVE SUMMARY
Sunrise Environmental, Inc. (SEI) provided air monitoring services for Reliance Environmental
Services, LLC (RES) at The Landmark Unit 701, located at 610 Lionshead Circle, Vail,
Colorado on May 23, 2010. The field representative for SEI was Mr. Scott D. Sanders. Work
was performed in conjunction with asbestos abatement at the site. Asbestos abatement was
conducted by Reliance Environmental Services, LLC; a Colorado Department of Health licensed
asbestos abatement contractor.
SEI's scope of work included collection and analysis of final clearance air samples, performing
visual inspections of work areas prior to collection of air samples, and assembling project
documentation.
Subsequent to cleanup, SEI visually inspected the containment areas for visible dust and debris.
Upon passage of visual inspection, SEI collected final clearance air samples and notified
Reliance Environmental Services, LLC when laboratory results indicated airborne fiber
concentrations were not in excess of O.Olf/cc as required by Colorado Department of Public
Health and Environment (CDPHE), Regulation 8.
At project completion, air-monitoring results indicate concentrations of airborne fibers did not
exceed 0.01 f/cc as required by the Environmental Protection Agency (EPA) and CDPHE for re-
occupancy following asbestos abatement.
CLIENT: Reliance Environmental Services, LLC.
20274 E. Union Drive
Aurora, Colorado 80015
PROJECT
LOCATION:
DESCRIPTION
OF WORK:
ASBESTOS
ABATEMENT
CONTRACTORS:
SUNRISE
ENVIRONMENTAL INC.
REPRESENTATIVE:
The Landmark, Unit 701
610 Lionshead Circle
Vail, Colorado
Final Clearance Air Monitoring
Reliance Environmental Services, LLC.
Mr. Scott D. Sanders
INTRODUCTION
SEI provided air monitoring services for Reliance Environmental Services, LLC at The
Landmark, Unit 701, located at 610 Lionshead Circle, Vail, Colorado on May 23, 2010. The
field representative for SEI was Mr. Scott D. Sanders. Work was performed in conjunction with
the removal of asbestos containing ceiling texture at the site. Asbestos abatement was conducted
by Reliance Environmental Services, LLC; a Colorado Department of Public Health and
Environment (CDPHE) licensed asbestos abatement contractor.
SEI performed the final visual inspection, and the collection and analysis of Phase Contrast
Microscopy (PCM) air samples after asbestos abatement. SEI successfully participates in the
AIHA Proficiency Analytical Testing (PA'1� Program (Laboratory ID# 196102) and participates
in inter-laboratory and intra-laboratory round robin analysis. All SEI analysts have been
certified in NIOSH 582E to perform collection and analysis of PCM air samples.
SCOPE OF WORK
Reliance Environmental Services, LLC's scope of work for this project consisted of the
removal/disposal of asbestos containing ceiling texture from Unit 701.
SEI has performed the following Industrial Hygiene services:
• Performed visual inspections of the abatement areas,
• Collection and analysis of PCM air samples to monitor concentrations of airborne
fibers after asbestos abatement in accordance with CDPHE Regulation No. 8,
• Assembled and submitted project documentation.
The findings set forth in this report are strictly limited in time and scope to the date of the
evaluation. The conclusions presented in the Report are based solely on the services described
therein, and not on scientific tasks or procedures beyond the scope of agreed upon services. SEI
performed a visual inspection and collected final clearance air samples following the removal of
accessible areas of asbestos containing ceiling texture in Unit 701. Suspect asbestos containing
materials not included in the abatement scope of work may still be remaining in the unit,
including but not limited to: asbestos containing drywall joint compound or drywall texture.
PROJECT DESCRIPTION
Sequence of field work: Table 1 summarizes the field work in the order in which it was
completed.
Table 1. Summary of Field Work
DATE FIELD WORK
OS-23-10 Pre-clearance visual inspection of Unit 701 containment.
(RES, SEn
Collection and analysis of five (5) PCM final clearance air samples. (SEn
PCM clearance samples below 0.01 f/cc. RES on-site supervisor is
notified. (SEI)
Containment is torn down. (RES)
AIR MONTI'ORING
Sample Collection
The effective filter area for samples collected on May 23, 2010 was 385mmZ.
PCM samples were collected on 25 millimeter (mm) mixed cellulose ester membrane filters (0.8
micron pore size). The filters were preassembled by the manufacturer in conductive three stage
cassettes with extension cowls.
Air samples were collected at a flow rate of 14.8 to 15.0 liters per minute (LPM). Flow rates
were recorded at the beginning and at the end of the sampling period using a DryCal Primary
Standard flow calibrator. All air samples were collected open-faced and positioned at breathing
zone height (approximately five feet above the floor) with exposed portion of the cassette facing
downward. Clearance air samples were collected aggressively and in accordance with CDPHE
Regulation #8. (See Appendix A for sample data)
PCM Analvsis Methodolog,v
PCM samples were analyzed by SEI according to the NIOSH 7400 Method ("A" counting rules).
This method can be found in the NIOSH Manual of Analytical Methods. All air sample results
aze calculated with blank corrections, checked and reviewed. Unused portions of samples aze
archived three months unless client requests special handling. Labora.tory analysis was
accomplished utilizing a Phase Contrast Microscope. Size and fiber counts were performed at
400X magnification. The microscopy field area (MFA), defined by the Walton-Beckett
Graticule is 0.00785mm=
Report Data Key
Fbrs/Flds: Fibers per fields; total fibers counted over total areas examined.
LOD: Limit of Detection; the calculated lower limit of detection expressed in fibers per
cubic centimeter. Based on limit of detection of (5.5/100 fibers/field).
F/cc: Fibers per cubic centimeter.
<LOD: Less than the limit of Detection; thus, the analytical result is less than the value
indicated in the LOD column.
CONCLUSIONS
At project completion, air-monitoring data indicate concentrations of airborne fibers were not in
excess of 0.01 f/cc as required by the Environmental Protection Agency (EPA) and CDPHE for
re-occupancy following asbestos abatement.
Reviewed and signed for the company by:
Digitaily signed by
11. ��� , j j
Scott D. Sanders
President
Scott D. Sanders
Date: 2010.05.26
10:14:46 -06'00'
APPENDIX A
PCM AIR SAMPLE DATA
�
SUNRISE ENVIRONMENTAL, Inc.
Phase Contrast Microscopy Sampling Data Sheet
PROJECT
DATE: May 23, 2010
PROJECT
NUMBER: SEI10-P049
CLIENT: Reliance Environmental Services, LLC.
20274 E. Union Drive
Aurora, Colorado 80015
PROJECT
ADDRESS: The Landmark Unit 701, 610 Lionshead Circle, Vail, Colorado
Sample
Number
0523-01
0523-02
0523-03
0523-04
0523-OS
0523-06
0523-07
(Time) Total (Flow Rate (Umin)
$t8i't StOU MIIIIIteS StBI't StOD AV�.
2058
2058
2059
2059
2100
2248
2248
2249
2249
2250
110
110
110
110
110
15.0 14.6 14.8
15.0 15.0 15.0
15.0 15.0 15.0
15.0 15.0 15.0
15.0 15.0 15.0
Total Fibers/
Volume �eld
'� --- 1/100
--- 0/100
1628. 7/100
1650. 6/100
1650. 8.5/100
1650. 8/100
1650. 7.5/100
LOD Fibers/cc
.002
.002
.002
.002
.002
0.002
0.002
0.002
0.002
0.002
Sample Sample
Number �pe Location/Descrintion Results
0523-01 Field Blank 1/100
0523-02 Field Blank 0/100
0523-03 CLEARANCE Unit 701, kitchen 0.002
0523-04 CLEARANCE Unit 701, living room 0.002
0523-OS CLEARANCE Unit 701, northwest bedroom 0.002
0523-06 CLEARANCE Unit 701, northeast bedroom 0.002
0523-07 CLEARANCE Unit 701, loft 0.002
LOD= Limit of Detection
APPENDIX B
VISUAL INSPECTION FORMS
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12 -17 -2010 Inspection Request Reporting Page 4
7:44 am Vail, CO - City Of
Requested Inspect Date: Friday, December 17, 2010
Inspection Area: CG
Site Address: 610 W LIONSHEAD CR VAIL
UNIT 701 AKA 705, LANDMARK
A/P /D Information
Activity: B10 -0129 Type: A -MF Sub Type: AMF Status: DENIED
Const Type: Occupancy: Use: IB Insp Area: CG
Owner: ELICE CORP
Contractor: GEYER CONSTRUCTION LLC Phone: 970 - 926 -1344
Description: INTERIOR REMODEL
Requested Inspection(s)
Item: 90 BLDG -Final
Requestor:
Comments: 1 -63
Assigned To *"
Actio
6
Time Exp:
Requested Time: 02:00 PM
Phone:
Entered By: MHAEBERLE K
y�
0
Inspection History
Item: 410 Special Inspect - progress rept
Item: 30 BLDG - Framing " Approved
11/03/10 Inspector: JRM Action: AP APPROVED
Comment: REQUIRE SPECIAL INSPECTION REPORT
Item: 50 BLDG - Insulation
Item: 60 BLDG - Sheetrock Nail Approved
11/04/10 Inspector: JRM Action: CR CORRECTION REQUIRED
Comment: NOT READY
11/09/10 Inspector: CG Action: NR NOT READY FOR INSPECTION
Comment:
11/24/10 Inspector: JRM Action: AP APPROVED
Comment:
Item: 70 BLDG -Misc.
Item: 90 BLDG -Final
REPT131 Run Id: 12304