HomeMy WebLinkAboutB11-0507 Department of Community Development
75 South Frontage Road
TOWN OF VAIL ` ��J va�i, co s�ss7
Tel: 970-479-2128
www.vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Revision Submittals:
1. "Field SeY'of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved&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) information applies to: Attention: ' Revisions
Response to Correction Letter
B11-0507 attached copy of correction letter
Vail Village Inn Parking Garage OOthe�red Submittal
�
Project Street Address:
68 E Meadow Dr
(Number) (Street) (Suite#)
Building/Complex Name: Vail Village Inn Description/List of Changes:
Vail Village Inn- Parking Garage- Phase 2 of Repairs
Contractor Information
Business Name:
Nedbo Construction -Remove and Replace damaged concrete slab
Business Address:
PO Box (Structural Steel Modifications/ Repairs were
Vail CO 81620 �nstalled last fall under original permit)
City State: Zip:
Contact Name: Wa�ren Krok
Contact Phone: 9�0-845-1001 (use additional sheet if necessary)
Contact E-Mail: Warren@nedbo.com Revised ADDITIONAL Valuations(Labor&Materials)
(DO NOT include original valuation)
I hereby acknowledge that I have read this application,filled out 50000
in full the information required,completed an accurate plot plan, Building: $
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 Plumbing: $
ordinances and state laws, and to build this structure according
to the town's zoning and subdivision codes, design review ap- Electrical: $
proved, International Building and Residential Codes and other
Xrdinance,�qf�the Tow�app_ licable t . Mechanical: $
G�� "►�-- i.%
Total: $ 50000
Owner/Owner's Representative Signature(Required)
Applicant Information
Applicant Name: Nedbo Construction Date Received:
Applicant Phone: 9�0-845-1001
Applicant E-Mail; Warren@nedbo.com D � � � 0 v �
For Oftice Use Only: uAV � ` �0��
Fee Paid: ������ `� (�
Received From: � �
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cash �"e`k# ? TOWN OF VAIL
CC: Visa/MC Last 4 CC# exp.date: �------------
Auth#
01-Oct-1 I
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
COMBINATION BLDG PERMIT Permit #: B11-0507
Project #: PRJ11-0721
Job Address: 68 E MEADOW DR VAIL Applied.....: 12/09/2011
Location......: parking garage level 2 Issued.. . : 12/14/2011
Parcel No....: 210108254060
OWNER STAUFER COMMERCIAL LLC 12/09/2011
100 E MEADOW DR 31
VAIL
CO 81657
APPLICANT NEDBO CONSTRUCTION INC 12/09/2011 Phone:970-845-1001
PO BOX 3419
VAIL
CO 81658
License: C000003087
CONTRACTOR NEDBO CONSTRUCTION INC 12/09/2011 Phone:970-845-1001
PO BOX 3419
VAIL
CO 81658
License: C000003087
Description:
structural repairs to the ceiling of parking level 2 by
adding steel reinforcement
Occupancy: Type Construction: Valuation: $97,000.00
..........,>..............,,...._.......,.,,..,.................,,.....«......,.,, FEE SUMMARY ........,......,,....,..,,,........,..,...........,...,........................
Building Permit-----------> $972.75 Bldg Plan Check----------> $632.29 Use Tax Fee-----------------------> $1,740.00
Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> $0.00
Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call------------------------------> $5.00
TOTAL PERMIT FEES-------------> $3,350.04
Payments------------------------------> $3,350.04
BALANCE DUE-----------------------> $0.00
.........................................>,.........................................,.....,..............,....<........,...............................,....................,x.,.......
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 town's 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-4:00 Ptll�. �? �
��::�1�.���.-�--J � �.. / � � � � l l
Signa re of Own or Contrac or Date
��� /,�:���J �� - ���
Print Name
combination permit_012811
8
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....................................................................................�..��....,,......,.,,..,<.,,.,,,....,...,....�.,.............,..,,.......,,.,,.......,......,....
CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: B11-0507 Address: 68 E MEADOW DR VAIL
Owner: STAUFER COMMERCIAL LLC Location:
parking garage level 2
...........................................................................................................................................>.....,......<.......,.....,,>.,..,.......
combination permit_012811
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T��V�VF�A� :
*********.,**„*************,.****************************,.************************.**�************�****,************************.*************.,*******
REQUIRED INSPECTIONS AND STATUSES
Permit#: B11-0507 Address: 68 E MEADOW DR VAIL
Owner: STAUFER COMMERCIAL LLC Location:
parking garage level 2
.,,.********«.,*.,***.,****«*..�*.**********,,.,,,****************„«**„*.,,....*.******************,,,,..,,.w**************.,.****.,.,.,*****.,**********„***********
Item: 00020 BLDG-Foundation/Steel
Item: 00420 Special Inspect-final rept
Item: 00090 BLDG-Final
combination permit_012811
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
********************************************************************************************
Statement Number: R110001770 Amount: $2, 717.75 12/14/201102:41 PM
Payment Method: Check Init: SAB
Notation: 16580 - nedbo
-----------------------------------------------------------------------------
Permit No: B11-0507 Type: COMBINATION BLDG PERMIT
Parcel No: 2101-082-5406-0
Site Address: 68 E MEADOW DR VAIL
Location: parking garage level 2
Total Fees: $3, 350.04
This Payment: $2, 717.75 Total ALL Pmts: $3, 350.04
Balance: $0.00
********************************�****�******�***********************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 972.75
UT 11000003106000 USE TAX 4� 1,740.00
WC 00100003112800 WILL CALL INSPECTION FEE 5.00
-----------------------------------------------------------------------------
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TOWN OF VAIL, COLORADOCopy Reprinted on 12-09-2011 at 16:46:27 12/09/2011
Statement
��������������������������������������������������������������������������������������������
Statement Number: R110001759 Amount: $632.29 12/09/201104 : 44 PM
Payment Method: Check Init: LC
Notation: #16569 / NEDBO
CONSTRUCTION
-----------------------------------------------------------------------------
Permit No: B11-0507 Type: COMBINATION BLDG PERMIT
Parcel No: 2101-082-5406-0
Site Address: 68 E MEADOW DR VAIL
Location: parking garage level 2
Total Fees: $3, 350.04
This Payment: $632.29 Total ALL Pmts: $632.29
Balance: $2, 717 .75
��������������������������������������������������������������������������������������������
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 632.29
-----------------------------------------------------------------------------
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BUILDING PERMIT APPLICATION
(Separate applications are required for alarm & sprinkler)
Project Street Address: �J (� I1 �1
Project#: V �`l-v�TZ (
I UD C /�11ndv w t�r
(Number) (Street) (Suite#) DRB#:
Building/Complex Name: v'+'� V����►yC. �n n Building Permit#: ���� V�j��-
�a✓k�',� lcv�c� 2 Lot#: Block# Subdivision:
Contractor Information
Business Name: Ntd�v �cvr-s�'n�c�,:.� Work Class: New( ) Addition ( ) Alteration (,�O
Business Address:_ 1�C� 1�o��C 3�t ty Type of Building:
City 1/��� State: �U Zip: 4S�(9�fS Single-Family( ) Duplex( ) Multi-Family( )
Contact Name: /�-el��t ILi YSbo Commercia� (� other( )
Contact Phone: y7U' �77' UZ(o� Work Type: Interior(�() Exterior( ) Both ( )
Contact E-Mail: (�d I���c � Yt,���0,(b►'rl
Valuation of
Work Included Plans Included Work
Contractor Regystration Number: Z
� Electrical ( )Yes (�No ( )Yes (x)No
X / , - 4
�' Mechanical ( )Yes (�No ( )Yes ( X)No
Owner/Owner's Represen tive S' na ure (Required) Plumbing ( )Yes ( }�)No ( )Yes (x)No
Project Information Building (�()Yes ( )No (,�(,)Yes ( )No �17�UU
Owner Name: 5'E�w�i.' �err►m�e.✓'Gti��� I.LC. �'
Value of all work being performed: $ �f7CTCJd
Parcel#: Z 101" D�SZ' Sw ^ �� (value based on IBC Section 109.3&IRC Section 108.3� �
(For Parcel#,contact Eagle County Assessors Office at(970328-8640 or visit
www.eaglecounty.us/patie) Electrical Square Footage
Detailed Scope and Location of Work: ����w�►� �N�� �to +�- G�c�r��►-N e� j�u�Jl�„.y j,�vc�
Z b,. Hdd�'�. b�tiei r�;n�,
(use additional sheet if necessary)
For Office Use Only: Date Received:
��3 � f� �r-� � n ��
Fee Paid: �l)�Z • "'1 J '�
Receive d From: � p c L L, v��C��1_ ' I
Cash Check # 1 V �C� � �E� 0� 2011 �' '
CC: Visa / MC Last 4 CC # exp date: L� _.J
Auth # �
O1-Jan-11
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DEC 0 g 201�
State of Colorado �v
Asbestos Testing &Abatement Requirements
, TOV1�I� �� '��R!L
Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex-
posure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly
for their requirements at the contact info listed below.
When is asbestos testing required?
ANY building projects disturbing more than these threshold levels of building materials require asbestos testing:
One- and Two-Family Dwellings: 32 square feet
All Others (commercial spaces, hotel rooms, etc): 160 square feet
Definition of a single-family dwelling: any dwelling unit that is used primarily for a single family, including
multi-family/condominium units, and fractional fee units.
Asbestos testing results must be provided with your application for a building permit.
Tests which identify POSITIVE results at more than 1% require abatement by a State-certified abatement contractor. The
clearance letter must be submitted to the Town of Vail before the building permit will be issued.
Project Checklist
My project falls into the category checked below:
� Will not disturb more than the threshold limits identified above.
� Tested negative, or at 1% or below (1 copies of test results included)
� Tested positive at more than 1%, requires abatement (1 copies of test results included)
Tips & Facts:
• Even recent construction projects may include asbestos-containing materials, so buildings of�age require testing.
• The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit
Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA.Thus,
much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce
of many asbestos-containing product categories was set aside and did not take effect." - CDPHE
Asbestos test results and abatement permit applications should be submitted to: Town of Vail, Community Development,
75 S Frontage Rd, Vail, CO3 81657.
Town of Vail Contact: State of Colorado Contact:
Fire Prevention Bureau Colorado Department of Public Health
Vail Fire Department and Environment
75 S Frontage Rd Asbestos Compliance Assistance Group
Fire_inspectors@vailgov.com 303-692-3158
970-479-2252 asbestos@state.co.us
www.vailgov.com www.cdphe.state.co.us
01-Jan-11
DEC 0� 2011
,d � ��
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Asbestos Inspection and Sampling Report
Vail Village Inn Parking Garage
100 E. Meadow Dr., Vail, Colorado
_.__......._.............._...._....._.........-----...---...................................._....................................................................._......................._..._.._._...._................�............................_.......................................................................................:..................... ................................
Presented To:
Mr. Roland Kjesbo
NEDBO Construction
PO Box 3419
Vail, CO 81658
Performed& Prepared By:
Mr. Dave Sinkbeil
DS Consulting, Inc.
PO Box 6864
Avon, CO 81620
(720) 201-6611
Project Details:
Project IVumber: 4977
Conducted: November 14, 2011
TABLE OF CONTENTS
PROJECT OVERVIEW �
1.0 Introduction
2.0 Scope of Work
3.0 Site Description
4.0 Certifications
5.0 Inspection, Sampling&Analytical Procedures
5.1 Inspection Procedures
5.2 Sampling Procedures
5.3 Analytical Procedures
6.0 Homogeneous Areas
6.1 Material Friability
6.2 Material Classifications
6.3 Material Conditions
6.4 Sample Quantities
7.0 Overview of Findings
8.0 Conclusion &Recommendations
9.0 Asbestos Abatement&Demolition Requirements
10.0 Major Asbestos Spill Response
11.0 Disclaimer&Limitations
APPENDIX A Inspector&Firm Asbestos Certificates
APPENDIX B Analytical Data
2
PROJECT OVERVIEW
_ . .. . __ _ __ _ _
1.0 Introduction
On November 14, 2011, Mr. Dave Sinkbeil with DS Consulting, Inc. (DSC) conducted a limited asbestos
inspection and collected asbestos bulk-samples of suspect asbestos-containing materials (ACM) within a
portion of the Vail Village Inn parking garage located at 100 E. Meadow Dr.,Vail, Colorado.
The purpose of the limited inspection was to identify and sample potentially hazardous friable and non-
friable ACM in spray-on insulation on the ceilings and structural beams of the parking garage that may be
impacted by planned renovation activities.
2.0 Scope of Work
The scope of the limited inspection and bulk-sampling was limited to specific areas of the parking garage
defined by the renovation company. These areas included various ceilings and structural beams that are
scheduled to be replaced in the underground parking garage referenced above. The remaining areas
within the Vail Village Inn property were not included in the scope of the inspection. The limited asbestos
inspection did not constitute a full building inspection and does not fulfill the asbestos inspection
requirements for structures that are to be demolished.
3.0 Site Description
The underground parking garage is a portion of a large condominium complex.
4.0 Certifications
The limited asbestos inspection and bulk-sampling was conducted by Mr. Dave Sinkbeil with DSC. DSC is
a Colorado Department of Public Health and Environment (CDPHE) certified Asbestos Consulting Firm,
Registration No. 14912. Mr. Sinkbeil is a CDPHE certified Building Inspector; having certification number
13015 (see AppendixA for certi�cates).
5.0 Inspection, Sampling & Analytical Procedures
5.1 Inspection Procedures
The limited asbestos inspection was conducted by an Environmental Protection Agency (EPA) and
CDPHE certified Building Inspector. The inspection procedures included identifying and sampling
suspect ACM within the pre-defined areas, submitting samples to an accredited laboratory for analysis,
classifying the materials and assessing their condition, and compiling a final report detailing the
inspection and the analytical results of the bulk-samples.
5.2 Sampling Procedures
Statistically random bulk-samples representative of the suspect ACM of each homogeneous area were
collected according to the guidelines published as EPA Final Rule: Title II of the Toxic Substances
Control Act (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR, Part 763 and
CDPHE Regulation Number 8, Part B - Asbestos (Reg. 8).
3
DSC has collected the appropriate number of bulk-samples to meet all regulatory requirements for the
classification and quantity of each homogeneous area. Some minor destructive sampling was
conducted; however, walls, columns and perimeter pipe chases were not broken into in order to locate
and quantify suspect ACM. It should be noted that additional ACM might be located in these and other
inaccessible areas.
Materials containing less than 1% asbestos are not regulated by CDPHE Regulation 8, Part B -Asbestos.
However, all demolition/abatement activities should be performed following the applicable
Occupational Safety and Health Administration (OSHA) regulations. This would include, but not limited
to,the appropriate asbestos training for the type of material being removed/disturbed as well as having ,
a properly trained supervisor onsite, using wet removal methods, wearing adequate personal
protective equipment (HEPA-filtered particulate respirators), medical surveillance of workers, I
personal-exposure air monitoring, area air monitoring in occupied buildings, etc. There may also be I�
landfill disposal requirements for these materials, depending on the facility. DSC recommends that all
demolition/renovation areas involving any amount of asbestos be subjected to visual inspections and a
final clearance air testing by a CDPHE-certified Air Monitoring Specialist (AMS) after the work has been
completed, but before any containments are dismantled and the area is reoccupied.
5.3 Analytical Procedures
All asbestos bulk-samples were analyzed by a National Voluntary Laboratory Accreditation Program
(NVLAP) accredited laboratory via Polarized Light Microscopy (PLM) for asbestos content (see
Appendix B for laboratory report).
The percentage of asbestos within each individual bulk-sample can vary depending on sample location,
homogeneity of the material, and the type of application. Any sample reporting a "TRACE" amount of
asbestos must be considered positive for asbestos greater than 1% unless it is re-analyzed utilizing the
point-count method and verified to be less than 1%.
6.0 Homogeneous Areas
A Homogeneous Area (HA) includes materials that are uniform in appearance, color, texture and date of
application. The asbestos content of the bulk-samples collected within a homogeneous area can be
applied to the entire homogenous area if they conform to the above characteristics and the regulated
minimum sample quantities of each type of material are collected and analyzed.
6.1 Material Friability
A material can either be friable or non friable. A friable material is one that, when dry, can be
pulverized, or reduced to powder by hand pressure, a non-friable material cannot. A non-friable
material may become friable if its condition had deteriorated or has been impacted by forces that have
rendered it friable.
6.2 Material Classifications
Sampled materials are divided into one of the following three categories:
• Surfacing Material: sprayed or troweled onto structural building members
• Thermal System Insulation (TSI): any type of pipe, boiler,tank, or duct insulation
• Miscellaneous Material: all other materials not classified in the above two categories
4
6.3 Material Conditions
Sampled materials are placed into one of the three following categories of conditions:
• Good: none to very little visible damage or deterioration
• Damaged: the surface is crumbling, blistered,water-stained, gouged, marred or otherwise abraded
over less than one-tenth of the surface if the damage is evenly distributed, or one-quarter if the
damage is localized
• Significantly Damaged: the surface is crumbling, blistered, water-stained, gouged, marred or
otherwise abraded over greater than one-tenth of the surface if the damage is evenly distributed,
or one-quarter if the damage is localized
6.4 Sample Quantities
DSC collected at least the minimum number of samples from each homogeneous area necessary to meet
all regulatory requirements for the quantity of material to be disturbed. The quantities listed in this
report are approximate and on-site verification of the exact quantity of each material is required. The
following outlines the minimum sample quantities required per homogeneous area:
• Surfacing Materials: up to 1,000 ftz of material requires a minimum of three (3) samples; between
1,000 ftz and 5,000 ftz of material requires a minimum of five (5) samples; over 5,000 ftz of
material requires a minimum of seven (7) samples; one (1) sample of each patch
• Thermal System Insulation (TSI): each homogeneous area requires a minimum of three (3)
samples; at least one (1) sample must be collected from each patch; and collect enough samples
sufficient to adequately assess the material and determine the asbestos content for TSI fittings
such as pipe elbows or T's.
• Miscellaneous Materials: collect enough samples sufficient to determine the asbestos content
7.0 Overview of Findings
Asbestos was not reported within any of the bulk-samples collected and analyzed. DSC collected a
total of six (6) asbestos bulk-samples of one (1) homogeneous area.
Table 1 below describes the materials composing each homogeneous area as well as the locations of each
bulk-sample collected. Also listed is the classification, condition, friability and estimated quantity of
material to be removed and/or disturbed,as well as the asbestos content within each bulk-sample.
5
TABLE 1
HA Sample Materia! Sample Material Material Estimated Material Asbestos
# ID Description Location Classification Condition Quantity Friability Content
1 INS-1 White Insulation Underground Parking Garage SM G �2,000 ft2 Friable ND
at Space#20-21
Underground Parking Garage
1 INS-2 White Insulation at Space#3 SM G �2,000 ftz Friable ND
Underground Parking Garage
1 INS-3 White Insulation at Bike Parking Area SM G �2,000 ft2 Friable ND
Underground Parking Garage
1 INS-4 White Insulation at Space#16 SM G �2,000 ftz Friable ND
Underground Parking Garage
1 INS-5 White Insulation at Lower Entrance Ramp SM G �2,000 ftz Friable ND
Underground Parking Garage
1 INS-6 White Insulation at Space#29 SM G �2,000 ftz Friable ND
HA- Homogeneous Area
ND- None-detect
TR-Trace, <1%Visual Estimate
G-Good
D- Damaged
SD-Significantly Damaged
CHRY-Chrysotile
ACT-Actinolite
SM -Surfacing Material
MM - Miscellaneous Material
TSI -Thermal System Insulation
8.0 Conclusion & Recommendations
ACM was not identified within the areas of the underground parking garage that were within the scope of
the limited inspection and bulk-sampling performed on November 14, 2011; therefore, no professional
abatement activities are required to remove or disturb the above-referenced sampled materials.
9.0 Asbestos Abatement & Demolition Requirements
If ACM is to be removed or disturbed in a single-family residence, and the total quantity exceeds any of
the regulatory trigger levels of 50 linear ft. on pipes, 32 ft2 on other surfaces, or the volume equivalent of
a 55-gallon drum, a CDPHE-certified General Abatement Contractor (GAC) is required to perform the
work. The regulatory trigger levels within a commercial building are 260 linear ft. on pipes, 160 ftz on
other surfaces, or the volume equivalent of a 55-gallon drum. In addition, formal notification to CDPHE
prior to the abatement of ACM as well as air monitoring, visual inspections, and final air clearances by a
CDPHE-certified Asbestos AMS is required. DSC can provide the client or building owner with a proposal
for project design, abatement oversight and air monitoring upon request.
CDPHE regulations allow for the demolition of a building that contains non-friable asbestos-containing
materials, such as caulking, mastic or resilient floor tiles. However, demolition must be completed
without causing the non-friable ACM to be rendered friable. Burning a building with any ACM is
prohibited. Operations such as sanding, cutting, crushing, grinding, pneumatic jacking, etc. of ACM are
not permitted. Recycling of building materials such as concrete, metal, or wood that are bonded or
contaminated with ACM, e.g. glue, caulking, or mastic is also prohibited. If any of the non-friable asbestos
containing materials are to be recycled and rendered friable after demolition (i.e. crushing mastic-coated
concrete),these materials must be abated of all ACM prior to shipping offsite for recycling.
OSHA regulations regarding occupational exposure during demolition activities is still mandatory. OSHA
29 CFR 1926.1101 requires that workers performing construction-related activities be protected from
asbestos fibers in excess of the permissible exposure limit of 0.1 f/cc of air. Contractors are must comply
with applicable provisions of OSHA 29 CFR 1926.1101 during demolition and renovation activities.
These OSHA provisions include, but are not limited to, PPE and respirators, personnel training, personal-
exposure air monitoring, employee medical surveillance, wet removal methods, signage for regulated
areas, etc.
10.0 Major Asbestos Spill Response
If ACM is significantly damaged and the total quantiry exceeds the regulatory trigger levels, the area is
deemed a "Major Asbestos Spill." The area is consequently subject to the requirements in Reg. 8, Section
III.T.1. - MajorAsbestos Spills, as outlined below. Additional asbestos air or dust sampling should also be
conducted within the remaining areas not directly impacted by the Major Asbestos Spill to determine if
asbestos-containing dust/debris has spread to adjacent areas. If asbestos fibers are found within any
other areas or on building contents, they should be included in the scope of professional abatement and
decontamination. The following response actions must be followed per Colorado Reg. 8 when a Major
Asbestos Spill occurs:
• Restrict access to the area and post warning signs to prevent entry to the area by persons other
than those necessary to respond to the incident.
• Shut off or temporarily modify the air handling system to prevent the distribution of asbestos
fibers to other areas.
• Immediately contact the Division by telephone, submit a notification in compliance with
subsection III.E. (Notifications) and, if in an area of public access, apply for a permit in accordance
with subsection III.G. (Permits).
• Be exempted from the requirements to have a certified Supervisor on-site at all times, until such
time as the immediate danger has passed. Any cleanup or asbestos abatement that must occur
after the immediate danger has passed shall be supervised by a person certified by the Division.
• Using certified Supervisors and certified Workers in accordance with section II. (Certification
Requirements) of this Regulation, seal all openings between the contaminated and
uncontaminated areas and establish none-detect air pressure within the contaminated area in
accordance with paragraph III.J. (Air Cleaning and None-detect Pressure Requirements). This is to
be accomplished using polyethylene sheeting to cover areas such as doorways, windows, elevator
openings, corridor entrances,grills, drains,grates, diffusers and skylights.
• HEPA vacuum or steam clean all carpets, drapes, upholstery, and other non-clothing fabrics in the
contaminated area, or discard these materials.
• Launder or discard contaminated clothing in accordance with subsection III.R. (Waste Handling).
• HEPA vacuum or wet clean all surfaces in the contaminated area.
• Discard all materials in accordance with subsection III.R. (Waste Handling).
• Following completion of subparagraph III.T.1.a. through III.T.1.i. above, comply with air
monitoring requirements as described in subsection III.P. (Clearing Abatement Projects); air
samples shall be collected aggressively as described in 40 C.F.R. Part 763, Appendix A to Subpart
E (EPA 1995), except that the air stream of the leaf blower shall not be directed at any friable ACM
that remains in the area and
• Comply with any other measures deemed necessary by the Division to protect public health.
11.0 Disclaimer & Limitations
The activities outlined in this report were conducted in a manner consistent with a level of care and
expertise exercised by members of the environmental consulting and industrial hygiene profession. All
activities were performed in accordance with all applicable federal, state, and local regulations as well as
generally accepted standards and professional practice. No warranty is either expressed or implied. DSC
assumes no responsibility or liability for error in public information utilized, statements from sources
other than DSC, or developments resulting from situations outside the scope of this project.
The details provided within this report outline the inspection activities on the date(s) indicated and
should not be relied upon to represent conditions at a later date, the limited number of bulk-samples
collected, and the laboratory results of those bulk-samples. The laboratory results contained in this
report apply specifically to the materials in which bulk-samples were collected. The results do not
include or apply to any other materials within the structure that were not sampled, but may contain
asbestos; including materials that may be hidden or inaccessible. Additional inspection and bulk-
sampling activities would be required to determine if any other materials contain asbestos.
This report has been prepared on behalf of and exclusively for use by the Client, with specific application
to their project as discussed in the scope of work. The results of any surfacing material indicated in this
report also includes any associated overspray of that material, e.g., under carpet, above suspended
ceilings, etc. The information contained in this report is intended as supplementary material for
abatement design and is not to be used as the scope of work for abatement activities, bidding or billing
purposes. Contractors or consultants reviewing this report must draw their own conclusions regarding
further investigation or remediation deemed necessary. DSC can provide a full scope of work for
8
abatement upon request. DSC does not warrant the work of regulatory agencies, laboratories or other
third parties supplying information which may have been used in the preparation of this report.
9
APPENDIX A
INSPECTOR & FIRMASBESTOS CERTIFICATES
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APPENDIX B
ANALYTICAL DATA
11
_ .�
13949 W.Colfa�c Ave
�� Suite 205
�EROb10IOC�y LAbORATOf2Y Lakewood,C080401
ASSUCtAfES, WC012l�C�ILA7E[� 303232.3746 �
�'��; f��� Certificate of Analysis www.aerobioloav.net
Name DS Consuhing Date Collected: 11/14/11
address 5366 Flatrock Ct ��a�p
Date Received: 11/15/11
�tate ZIP Morrison,CO 80465 � ' Date Analyzed: 11/15/11
David Sinkbeil NVLAP Lab Code 200860-0 Da[e Reported: 1 1/17/1 I
Project Name: l00 E.Meadow Dc Vail Project ID: 11013883
Job ID:
:quested: 3002,Asbestos in Bulk Samples
d: Polarized Light Microscopy/Dispersion Staining(PLM),Method for the Determination of Asbestos in Bulk Building Materials.EPA-600/R-93/116,July 1993.
Sample Identification Homo- Layer Non-Asbestos Non-Fibrous Matrix
Physical Description of Sample/Layer geneous percentage Asbestos Detected Asbestos Percentage Fiber Material Material
Client Lab Sam le Number Y/N Percenta e Percenta e Com osition
INS-1 11013883-1 White Insulation N ]00% ND 65 35 C
INS-2 11013883-2 White Insulation N 100% ND 65 35 C
INS-3 11013883-3 White Insulation N 100% ND 65 35 C
INS-4 11013883-4 White Insulation N 100% ND 65 35 C
INS-5 11013883-5 White Insulation N 100% ND 65 35 C
INS-6 11013883-6 White Insulation N 100% ND 65 35 C
��t...Q_���-�---
ic ar egrzyn
Laboratory Analyst
�j�� �i��,�-�j1_'�_-
au nappe
Asbestos Laboratory Supervisor
A=Amosite
AC=Actinolite
AN=Anthophyllite
CHRY=Chrysotile
CR=Crocidolite
TR=Tremolite
Trace=Less Than 1%
ND=None Detected
Q=Quartz P=Perlite
C=Carbonates B=Binder
G=Gypsum D=Diatoms
M=Mica
T=Tar
NTR=Non-Asbestiform TR
NAC=Non-Asbestiform AC
13949 W.Colfax Ave
Suite 205
AEROb10�OC�y �AI�ORATOR)/ Lakewood,CO 80401
ASSOCWTES, INCORPORATE� 303.232.3746
�'� ��;��,�/ Certificate of Analysis www.aerobioloqv.net
�nsulting
Flatrock Ct
son, CO 80465
Sinkbeil
t Project Name: 100 E. Meadow Dr. Vail
a�dcQ�`�
NVLAP Lab Code 200860-0
Date Collected: 11/14/11
Date Received: 11/15/11
Date Analyzed: 11/15/11
Date Reported: 11/17/11
Project ID: 11013883
Job ID:
ral Notes
ND indicates no asbestos was detected;the method detection limit is 1 %.
Trace or°<1" indicates asbestos was identified in the sample, but the concentration is less than 1%.
All regulated asbestos minerals(i.e. chrysotile, amosite, crocidolite,anthophyllite,tremolite, and actinolite)were sought in every layer of each sample, but only those asbestos
�rals detected are listed. Amosite is the common name for the asbestiform variety of the minerals cummingtonite and grunerite. Crocidolite is the common name used for the
:stiform variety of the mineral riebeckite.
Tile, vinyl, foam, plastic, and fine powder samples may contain asbestos fibers of such small diameter(<0.25 microns in diameter)that these fibers cannot be detected by PLM.
such samples,more sensitive analytical methods(e.g. TEM, SEM, and XRD)are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM
r tile analysis is accepted under NESHAP regulations.
These results are submitted pursuant to Aerobiology Laboratory Associates, Inc.'s current terms and conditions of sale, including the company's standard warranty and limitation
ability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted.
Unless notified in writing to return the samples covered by this report,Aerobiology Laboratory Associates, Inc. will store the samples for a minimum period of thirty(30)days
re discarding. A shipping and handling charge will be assessed for the return of any samples.
Aerobiology does not guarantee the results of tape lifts, microvacs, wipe,and/or debris samples. Accurate analysis cannot be performed due to particle size,media used,and/or
unt of material given. Analysis of these materials should be preformed by a TEM. A resu[t of ND does not indicate tlzat the sample area does not contain asbestos. It means the
yst could not identify asbestos in the specific sample for the reasons listed above.
Required bv NVLAP
This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP,NIST, or any agency of the Federal Government.
This test report relates only to the items tested or calibrated.
This report is not valid unless it bears the name of a NVLAP-approved signatory.
Any reproduction of this document must include the entire document in order for the report to be valid.
Page 2 of 2
1�949 W C`nlfax AvP RnitP�(1S i.akPwnnri('(l R(14(11 �(l� �3� �74Fi
12/02/2611 13:31 3037778681 ANDREX INSULATION PAGE 61/02
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f� �
CAFCO° BLAZE-SHf�L.D' tl is a portland cement based �j�-� "���C� P�i�QCm�11G�
spray-applied fire resfstfve materfal(S�RM)designed to
. provide fire resisttve ratin�s for structural steel and G4FC�: B1A�E-SHlELD Il has been extensively tested for fire
concrete in commercial const�uctivn. enduran�e by Underwrite�s Labvratories,lnc. (UL)and llnderwraters
� Laboratones af Canada (ULC) in accordance with ASTM E149
AppEied �irec`�ly �o d�tic, steel Geams, calurnrss ar (UL 263, CAtf/ULG5101). ,� .
concrete surfaces,the outs[anding vaiue and proven�ire _
reststive perfarmance of BLAZE•SHIELD il make it an Fhese tests have resutted in ra;ings oF up to 4 hours for:
exeeltpnt choice for concealed commercial errvironmerrts. �.:Floor Assemhiies
• ams
R���.cpEl� I! �"s 2p�?ied exc!�.:.s^�e�Y �Y .r�,FtO :�cen� _ �ais�s ' . .
and trafned contractors. Dur technicat �staff warks +:Columns
closel� with buiiding team members to meet ali fire ::Roof Assemblfes
protectian needs. ' •:Walts�nd Partitions
Gade Complianees Bu�z�-SHiELD II has alSa been tested in accardance witt� d,STM E84•
and G,4�t1ULG51p2 and. has; the failowing Surtace 8urning
CAFC�BLAZE=SHIELD!1 satSsfies the requirements af the Charac�eristics: �
follo�ring: Flame Spread..................0 •
• l8t-ln;,ema;ic;,aC Bui(ding Code Sittoka !?evelaped----.-----p .
•SBG[1=5ouihem 8uilding Gade Cortgress Intema2ional �
c�p�rt�a.���� Thermal Properties �. . �
- �CB�—Internat;ona�Confer�nce af Building Officials me unfque formulation of tAFCO�BLQZE-SHIELD�!f makes it a very
����N� �z�� effecCiv!e thermal insutator. This�enefit ts important in r�ducing heat
• BOC�I—Buitding Officfais arid Code Admiaistratars ��, pam��r�Y when app,(��to the underside of a roof deGfc, 77�e
lntemational � R-vaiire;added b BLAZE-SHIELD
• Nev�York Cft�h--MEA Y , 1) may aiiow a reduction in. roof
• NSE--Natfonat Buflding Code of Ca�tada,Sections j�sulatiqn, � •
2.5i 3.t.5,and 3.1.7 • . „ �
. " BLAZF•�IEtD tl 0.30 8TU lidh�'t�°i )5°F 3.33
. � f0_OA3 Wlmx @(24°C)i
Maj�or Speerficat�ons '�wiantestedinaccoMancewithlw"(MC5t8 ; �
BLAZE-SWiEl.D I(complies with the mquirements of the • . i •
foilorvingspecificatibns: � ACOlISrtCd��Pt"Op�1�lES
Ge era[Services Administration (GSA):AIA/SCIGSA: �an eff�cient sound-absorbing fnate,iai, BLAZE-SHIELD 1J adds val� '
•07�11 � to the f�re protec[ian appticatio�in areas where high-naise t�vets
� are antldpated.Typical aca�stit�al,peti'orrnan�e is as fotlaws:
• Department of the Navy , �
NAVFACENGCnM Guide ' g���ap i�. ' ia�n c1a m� I� -
Specification NFGS 07$10, � Dee�d sa�m a:�5 .
Spr�y�d-OR FTC2PC60f1qA • B[A1fSHIEi�Il 1 inth{p5 mm}? ! s�rd
0.15
' • 'VVhen teStBd in amordanee�rith AStM Cq23:
�VeCer�ans.Administrat9on (V,A): . . . �
� H-OS-4 � . ' � .
� 1 •
� • . - I . . . � . . ,
• E1.5. AitMY Corps of Engineers. . ; . -
CEG5-07841 , eharac�eristic ASTM MStApd Stacr�ar�P6rfOrmanCe` I Fested Pertormaqce"
� . Oensi�y � E6Q5 ' 15 pcf(240 kg�o�) ' 16 DCt(256 kp/m�} � '
• U.S; El1Yft4tlfTlefltc3l PfDtECt10f1 ' CombusttbUlp�i E136 • Norrcombustible ' I�nncymDvsg5ls
Agency{EPA):�Re�i1�8t�Otl 4O CohBEIuNAdhesion E736� 15b psf(71 kPa) 3S0 psf(272 kPe)
����� E759 No�acks ar Dalaminations No Cre�ks or Delaminations
•Gonstructfan Specification aoRa im act . e�sp'
Cdf�3dd �CSC) TEK-AID , P NaCacksorDelamina6qas i ►bCra�ksofDelam�etions
' ComAreas��re sire�+gth. E761� ' 75U psi(3i.9 kPa) : I 2,380 ps�(11d kPa)
. � ;
' • : Air fmsian Resistertce E859 iass t�an Q.Q25 gPRz(6.27 g/m=) �.OUD glttY(O.OAO��rc� ,
, Carmslnn ReslStartc¢; �37,�1i1 Std.81q Oas Nbt P�nmu�e Carrcgjpn p{Stee� Dp�s t{pt promote Corroaion at Sae!
Saund Ab�rp�un C423 !
0.75 NRC,il1'(t3mm)onto deck anU Deam
i
" sisndaN perfarma�ce based oo Genaral Se�vires AdministrationlUA/SClGSA/07817 aceqt tor dens4�v,wh�h is 6ased an UL Re1er Eo iIL
���I�A��� ��8���6�����Q����� .
S�a 4V
""Yalues reD�se{It indeD�OeM bCararory teats trndercnntmlled t�ndi6ons
� � .
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_
.lOb N8rt1@: Vail Village Inn Bldg 1 Parking Repairs
, i, DEC O ZO�� ,Job AddreSS: 100 East Meadow Dr
���F�� � �� Permit No.:
SPECIAL INSPECTION AND TESTING AGREEMENT
(To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC)
The owner or his/her representative, on the advice of the design professional in responsible charge, shall
complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests
Scheduled to the Town of Vail for review and approval. Signatures are required on both pages;
photocopied or faxed signatures are acceptable.
The owner and his/her general contractor, where applicable, shall also acknowledge the following
conditions applicable to Special Inspection Testing:
1. Contractor is responsible for proper notification to the Inspection or Testing agency for items
listed.(Page 1) (IBC 1704)
2. Only the testing laboratory should take samples and transport them to their laboratory.
3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing
agency on a weekly basis.
4. Inspection agency to submit names and qualifications of on-site special inspectors to the Town of Vail
for review and approval.( Page 2)
5. The speciai inspector is responsible to immediately notify the Town of Vail Building Official in writing of
any concerns and/or problems encountered.
6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional
inspection or testing requirements that may be noted. A pre-construction conference at the job site is
recommended to review special inspection procedures.
7. The special inspector shall use only the Town of Vail approved drawings.
8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to
required inspections or re-inspections.
BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and
sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not
tested and/or inspected shall be noted in this statement. A copy of the statement shall be maintained at the
job site for th Building Inspe tor's review prior to final inspection.
Acknowledge ent:
Owner: ���`�`R`�C�v�"��4�— �
n ure Print Name Dat
�1��r4c..���w R....�{�Ci�tf�lst�
Speciallnspe ' n GROUND Engineering Consultants, Inc
Agency: Evan Kuhn 12/0 2/2 O 11
ig re Print Name Date
Project ������ ��r
Arch/Eng: � � � .
ignat ,e �' Print Name Date
Contractor: �'�-�� " i`,- � �� �i�►U c�( J C�S �i U l � —�l
Signatur Print Name Date �
-3-
�
j .... .. .. . .. . ..�...�. . _...,...a."_.....�.._.:......,.y
�ID� �. �� �, ,�,, ,� ,��
� ,
� DEC O�j 2011
;� �� ' �
TOWN�FVAII� I SPECIAL INSPECTION AND TESTING SCHEDULE
(IBC 1704)
PfOJ2Ct N2111e: Vail Village Inn Bidq 1 Parkinq Repairs Permit#
Owner's Name:
Testing InspPyG�fd�'1 Sig ature PrintName Date
� GROUND Engineering Consultants, Inc
Agency: Evan Kuhn 12/0 2/2 O 11
Testing Inspection Signature Print Name Date
Hereby certifies that the Testing/Inspection Agency named above has been engaged to perform structural tests and
inspections during construction as checked below,to satisfy all applicable portions of the Building Code.
Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed
were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated
items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give
timely notice to the Inspection agency so that the required services may be performed.
REINFORCING STEEL: UNDERPINNING:
Tensile 8 Bend,one set per heat per tons Temporary/Permanent
Inspection of Piacement Inspection of Steel Fabrication
Inspection of Welding Inspection of Reinforcing&Forms
Inspection of Concrete Placement
GROLTND Epoxy Inspection of Tiebacks
MASONRY:
Prelim.Acceptance Tests(Masonry Units,Wall Prisms) SOIL NAILS:
Subsequent Tests(Mortar,Grout,Field Wall Prisms) Temporary Shoring
Inspection of Placement and Grouting Permanent Wall
CONCRETE,SHOTCRETE,GROUT AND MORTAR: STRUCTURAL STEEL:
Concrete Shot Grout n�tortar Sample&Test(List specific members below)
Aggregate tests for design Shop Identification&Welding Inspection
Suitabiiity of aggregates Shop Ultrasonic Inspection
Mix Designs Shop Radiography
Test Panei GROUND Field Welding Inspection
Batch Plant Inspection Field Bolting Inspection
Cement Grab Sample Field Ultrasonic Inspection
Inspect Placing Field Radiography
Compression Tests Metal Deck Welding Inspection
Cast Specimens FIREPROOFING:
Pick-up Sampies cuourrD Inspection 8�Placement
Shrinkage Bars
Yield Check SOILS:
Air Check Acceptance Tests Foot ing subgrade
Dry Unitweight Moisture-Density DeterminationProctor Testing
PRECAST CONCRETE: Field Density
Reinforcing Tests Drilled Piers
Inspection of Reinforcing Placement Deep Foundation
Tendon Tests
Inspection of Tendon Placement STRUCTURAI WOOD:
Inspection of Concrete Placement Inspection of Fabrication
Inspection of Concrete Batching Inspection of Truss Joint Fabrication
Inspection of Panel Attachment&Inserts Sample&Test Components
Compression Tests Inspection of Glu Lam Fabrication
Inspection of Stressing/Transfer
SMOKE CONTROL:
PILING,CAISSONS,CAPS,TIES:
Inspection of Reinforcing Placement SPECIAL CASES:
Inspection of Concrete Placement
Inspection of Concrete Batching SPECIAL INSPECTION:
Seismic Resistance
Specify other tests,inspections or special instructions required. Wind Requirements
-4-
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Eva n K u h n °"`°�"'°`"°°°�°�'°�`
a�wm<o..m.��,�����
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10-18-2012 Inspection Request Re orting tl� � Page 3 �
4�20 pm Vail, CO - �it,v 0 �� �
�
Requested Inspect Date: Friday,October 19,2012 �
Site Address: 68 E MEADOW DR VAIL �
parking garage level 2 �
a
A/P/D Information �
�
E
Activity: B11-0507 Type: COMBO Sub Type: ACOM Status: ISSUED �
Const Type: Occupancy: Use: Insp Area: E
Owner. STAUFER COMMERCIAL LLC 4
�
Contractor: NEDBO CONSTRUCTION INC Phone: 970-845-1001 �
�
Description: structural repairs to the ceiling of parking (evel 2 by adding steel reinforcement #
�:
Requested Inspection(s� �
Item: 90 BLDG-Final Requested Time: 01:30 PM �
Requestor: Phone: �
Comments: 977-03 '
Assigned,To: J N Entered By: MHAEBERLE K �'
Action: Time Exp: �
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Item: 420 Special Inspect-final rept Requested Time: 02:30 PM �
Requestor: Phone: �
Comments: 977-0328 �
Assigned.To: J N Entered By: MHAEBERLE K �
Action: Time Exp: `
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Inspection History J �
Item: 20 BLDG-Foundation/Steel "*Approved** �
06/20/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION
Comment:-pads 1-6 dowles ok per SI report
06/29/12 Inspector. sgremmer Action: PI PARTIAL INSPECTION t
Comment: pads 7-9 i
07/26/12 Inspector. sgremmer Action: PI PARTIAL INSPECTION �
Comment: Pads 10-14
08/13/12 Inspector: sgremmer Action: AP APPROVED
Comment: a
Item: 420 Seecial Inspect-final rept �
Item: 90 BLDGFinal �
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75 South Frontage Road �;
� Vail,CO 81657 �
�-��� Q� �A#� ° � Tel:970.479.2128 ;
www.vailgov.com >
Development Review Coordinator s
TRANSMITTAL FORM :
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Use this form when submitting additional information for planning applications or building permits. `
This form is also used for requesting a revision to building permits. A two hour minimum building review p
fee of$110 will be charged upon reissuance of the permit. y
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�Application/Permit#(s)information applies `'
�to: Attention: Q Revisions 4
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Revised ADDITIONAL Valuations(Labor&Materials) }
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; I hereby acknowledge that I have read this application,filled out Building: $ t
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' comply with the information and plot plan,to comply with all Town ;:
I ordinances and state laws, and to build this structure according Electncal: $ '
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October 16, 2012
Subject: Summary of Materials Testing & Special
Inspection Services, Vail Village Inn Building
One— Parking Phase 2, Vail, Colorado
Job Number: 12-6538
� � � � V l5
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Mr. Warren Krok D�T 1 8 2��2
Nedbo Construction �
PO Box 3419 �,�� � M�
va�i, Colorado 81658 TOWN OF VAIL
Attn: Mr. Warren Krok, `'R
F'
This letter summarizes the special inspections GROUND Engineering Consultants, Inc. (GROUND)
performed for the Vail Village Inn Building One — Parking Phase 2 Project located in Vail, Colorado.
The special inspection services were performed at times scheduled by the Contractor and/or
Subcontractors befinreen June 14'h and October 5th, 2012.
Representatives of our office provided periodic observations for the improvements to the garage
structural steel welded connections, concrete structural elements and slabs and inspections of s
placement of fire resistant materials as scheduled by the Owner, Contractor or Subcontractor. At the
time of our visit, representatives of our office also observed the placement of epoxied dowel
reinforcements and tested the physical characteristics of the concrete placed for the garage
improvements.
�
Based on the final test results to date, field observations, and other project documentation received G
from the design team, it is our opinion that the materia�s observed for the structural steel welded x
�
connections, epoxied dowel reinforcing, concrete placement and fire-resistant materials for the garage �
improvements were in general accordance with project plans, specifications, or applicable RFI's. r
�
The observations as indicated above were performed periodically to provide data to the Contractor
and Subcontractors to assist them in evaluating the general compliance of the tested materials and/or
�
work with the contract documents at the times of our observation. We did not supervise, direct or have t
any control over any of the Contractor's or Subcontractor's work. We were not responsible for the �
Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, �
or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor z
performed or completed the work in accordance with the contract documents or construction industry ;
standards. ��
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�ROU�IID �
ENGINEERIN6 CONSULTRNTS INC.
� 101A Airpark Dr.,Unit 9,PO[�ox 464,Gypsum,CO 81637 Phone(970)524-0720 Fax(970)524-0721 �vww.groundeng�.com
�
Ofrce l.ocntions: E:nglewood . Commerce City . I_oveland . Granby . Gypswn . Grand Junction . Casper,WY �
@
Vail Village Inn Building One—Parking Phase 2
Vail,Colorado
If you have any questions concerning this letter, please contact our office.
Sincerely,
GROUND Engineering Consultants, Inc.
,� Digitally signed
o .. "�"`��' by Jason A.
� ,�e.e Smith, REM, P.E.
� �,�� Date: 2012.10.16
ni.�' 10:28:39-06'00'
Chris Hutto, CET Reviewed by Jason A. Smith, REM, P.E.
1
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Job No.12-6538 GROUND Engineering Consultants,Inc. Page 2 of 2
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FINAL REPORT OF SPECIAL INSPECTIONS
Project: Vail Village Inn Building One- Parking Phase 2 Permit Number:
Project Location: Vail Village Inn Parking Garage
Owner
Address City: Zip:
SPECIAL IN T R
GROUND Engineering Consultants, Inc.
Address: PO Box 464
City: Gypsum State: �� Zip: 81637 Phone: 970-524-0720
Fax: 970-524-0721 E-mail: ChrisH@groundeng.com
To the best of my information, knowledge, and belief, the special inspections and/or testing required for
this project, have been completed in accordance with the contract documents.
Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be
considered an integral part of this final report. Any discrepancies that were noted in all interim reports
have been corrected.
Prepared by:
,� Digitally signed
Jason A Smith, REM, PE ° ���" �s by Jason A.
Type or Print Name 4�8 f Smlth, REM, P.E.
�`�•• .
�' Date: 2012.10.16
signature �A��' 10:41:01 -06'00'
10-16-12
Date
Preparer's Seal and Signature Required
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October 15, 2012
{
Subject: Materials Testing Summary, Vail
Village Inn Building One — Parking
Phase 2, Vail, Colorado
Job Number: 12-6538
Mr. Warren Krok
Nedbo Construction, Inc.
PO Box 3419
Vail, Colorado 81657
Attn: Mr. Warren Krok,
For the period ending October 13th, 2012, representatives of GROUND Engineering Consultants
Inc., were on site to provide construction observations and materials testing services. The
reports have been completed in the field as work has been completed. The contractor has been
notified of the testing results. This summary report includes the observation reports as well as �
the materials test results.
Please do not hesitate to contact this office if you have any questions concerning these reports. �
Sincerely,
GROUND ENGINEERING CONSULTANTS, INC.
Digitally signed by Chris Hutto
C h r i s H u tt o DN:rn=Chris Hutto,o=GROUND
Engineering Consultants,ou,
email=chrish@groundeng.com,c=US
Date:2012.10.1 S 20:00:04-06'00'
Chris Hutto, CET
''�ROU�1I�
ENGINEERING C�FJSULTRNTS INC.
IOIA Airpark Ur.,Unit 9,1'O BoY 464,Gypswn,CO 81637 Phone(970)524-0720 ['ax(970)524-0721 wN+w.groundeng.corn
Uffrce l.ocntrorrs:F.;nglewood . Commerce City . L.oveland . Granby . Gypsum . Grand.lunction . Casper,WY
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Vail Village Inn Building One—Parking Phase 2
Vail,Colorado
;
Drill and Epoxy Obseruations
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Job#12-6538 GROUND Engineering Consultants,Inc. period ending 10/13/2012 �
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DE120618-01 Page 1 of 1
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�ROUK� s
ENGINEERING CDNSULTFINTS
DRILL AND EPDXY OBSERVATIONS
Project: Vail Village Inn Building One-Parking Phase 2 Date: June 18, 2012
Job Number: 12-6538
F
Client: Nedbo Construction, Inc. Report Number: 1
PO Box 3419
Vail, CO
81657
Attn: Mr. Warren Krok
Location 1.) Parking garage, level 2, West end replacement panels (Holes 1-6).
2.)
3.)
Orientation (vertical/horizontal): Horizontal
�
Drilling Equipment: Hammer drill
Hole Diameter I Length (inches): 3/4" diameter/6" depth
;
Hole Spacing: 4" O.C.latitude/6" O.C. longitude
Method to Clean Hole: Wire brush/Air compressor
Rebar/Bolt-Size/Length/Type: #5 bar/30" in length
Epoxy Type: Hilti HY150 MAX
Placement Method: Hand-set
Drawing or RFI referenced: Plans dated 6/5/12
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Additional Reinforcing Steel: N/A
Notification (Contractor/Name): Spike with Nedbo
Field Representative: Kevin McClure
Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate Office P.O. Box 464
Grand Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720
F:(970)524-0721 P:(303)289-1989 F:(970)524-0721
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DE120628-02 Page 1 of 1 �
�ROUHn
EN6INEERING CONSULTFINTS
DRILL AND EPDXY OBSERVATIONS
Project: Vail Village Inn Building One- Parking Phase 2 Date: June 28, 2012
Job Number: 12-6538
Client: Nedbo Construction, Inc. Report Number: 2
PO Box 3419
Vail, CO
81657
Attn: Mr. Warren Krok
Location 1.) Level 1 replacement panels 7-9
2.)
3.)
Orientation (vertical/horizontal): Horizontal
Drilling Equipment: Hammer drill
Hole Diameter/Length (inches): 3/4"diameter/6" in depth
Hole Spacing: 6" O.C.
Method to Clean Hole: Wire brush/Air compressor
Rebar/Bolt-Size/Length/Type: #5 bar/30" in length
Epoxy Type: Hilti HY150 MAX
Placement Method: Hand-set
Drawing or RFI referenced: Plans
Additional Reinforcing Steel: N/A
Notification (Contractor/ Name): Spike with Nedbo
Field Representative: Kevin McClure
Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate Office P.O.Box 464
Grand Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720
F:(970)524-0721 P:(303)289-1989 F:(970)524-0721
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DE120724-03 Page 1 of 1
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�ROUH� `
ENGINEERING CONSULTfaNTS
DRILL AND EPDXY OBSERVATIONS
Project: Vail Village Inn Building One -Parking Phase 2 Date: July 24, 2012
Job Number: 12-6538
Client: Nedbo Construction, Inc. Report Number: 3
PO Box 3419
Vail, CO
81657
Attn: Mr. Warren Krok
Location 1.) Level 1 replacement panels 10-13
2.)
3.)
Orientation (vertical/horizontal): Horizontal
Drilling Equipment: Hammer drill
Hole Diameter/Length (inches): 3/4"diameter/6" in depth
Hole Spacing: 6" O.C. &4"when concrete cut back over beams
Method to Clean Hole: Wire brush/Air compressor
Rebar/Bolt-Size/Length/Type: #5 bar/30" in length
Epoxy Type: Hilti HY150 MAX
Placement Method: Hand-set
Drawing or RFI referenced: Plans
Additional Reinforcing Steel: N/A
Notification (Contractor/ Name): Spike with Nedbo
Field Representative: Steve Buckeridge
Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate Office P.O.Box 464
Grand Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720
: F:(970)524-0721 P:(303)289-1989 F:(970)524-0721
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DE120810-04 Page 1 of 1 €
�ROUHn
ENGINEERIN6 CONSULTRNTS
DRILL AND EPDXY OBSERVATIONS
Project: Vail Village Inn Building One- Parking Phase 2 Date: August 10, 2012
Job Number: 12-6538
Client: Nedbo Construction, Inc. Report Number: 4
PO Box 3419
Vail, CO
81657
Attn: Mr. Warren Krok
Location 1.) Slab on metal deck @ GL F.7-G.0/5.2-6.0, F.0-F.4/4.1-4.8, E.7-F.0/3.2-3.6, E.5-E.8/1.2-1.8
2.)
3.)
Orientation (vertical/horizontal): Horizontal
Drilling Equipment: Hammer drill
Hole Diameter/Length (inches): 3/4"diameter/6" in depth
Hole Spacing: 6" O.C. &4"when concrete cut back over beams
Method to Clean Hole: Wire brush/Air compressor
Rebar/Bolt-Size/Length/Type: #5 bar/30" in length
Epoxy Type: Hilti HY150 MAX
Placement Method: Hand-set
Drawing or RFI referenced: Plans
Additional Reinforcing Steel: N/A
Notification (Contractor/ Name): Spike with Nedbo
Field Representative: LeeTal Levran
Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate Office P.O. Box 464
Grand Junction,CO 81501 41 Invemess Drive East Gypsum,CO 81637 '
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720 `
F:(970)524-0721 P:(303)289-1989 F:(970)524-0721
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DE120822-05 Page 1 of 1
�ROUHn �
ENGINEERING CONSULTF�NTS
DRILL AND EPDXY OBSERVATIONS
Project: Vail Village Inn Building One -Parking Phase 2 Date: August 22, 2012
Job Number: 12-6538
Client: Nedbo Construction, Inc. Report Number: 5
PO Box 3419
Vail, CO
81657
Attn: Mr. Warren Krok
Location 1.) Slab on grade @ GL C.0-C.3/2.1-2.2
2.)
3.)
Orientation (vertical/horizontal): Horizontal &vertical
Drilling Equipment: Hammer drill
Hole Diameter/ Length (inches): 3/4" diameter/6" in depth
Hole Spacing: 6"O.C.
Method to Clean Hole: Wire brush /Air compressor
Rebar/Bolt-Size I Length/Type: #5 bar&z-shaped bar/30" in length
Epoxy Type: AC100 Gold
Placement Method: Hand-set
Drawing or RFI referenced: Plans
Additional Reinforcing Steel: N/A
Notification (Contractor I Name): Gilbert w/Vasquez
Field Representative: LeeTal Levran
Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate O�ce P.O.Box 464
Grand Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720
F:(970)524-0721 P:(303)289-1989 F:(970)524-0721
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Vail Village Inn Building One—Parking Phase 2
Vail,Colorado
Concrete
Compressive Strength and Field Test Results
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Job#12-6538 GROUND Engineering Consultants,Inc. period ending 10/13/2012
�.
�ROUHn
EN6INEERIN6 CONSULTRNTS
CONCRETE FIELD PROPERTIES AND
COMPRESSIVE STRENGTH TEST RESULTS
Job Name
Vail Village Inn Building 1- Parking Phase 2
Job Number
12-6538
Client.•
Nedbo Construction, Inc.
Address:
P.O. Box 3419
Vail, Colorado
81657
Report Number Report Date Attn:
1 June 19, 2012 Mr.Warren Krok
On the date specified above, Ground Engineering Consultants, Inc(GROUND)was requested to provide materials testing services for this project on sampled concrete. GROUND
performed testing in general accordance with the frequencies required and/or as requested by the contractor or onsite representative of the owner. The following information includes
related site observations for the concrete placement and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects
and may not be onsite during the entire concrete placement,the contractor should be consulted for precise details. This report includes the results of the tests we performed and our
observations,however, it is the responsibility of the contractor to perform construction and provide materials that meet the project plans and specifications
Placement Date: 06/19/12
Concrete Placed By: Vasquez
Concrete Supplier/Mix ID: B&B/37012691
Total Cubic Yards Placed: 15
Weather/Temperature Interior n0's
Placement Location: Parking Garage,Level 2,Panels 1-6
Methods Employed: Pump Truck
Specifications
Required Strength(psi) 4000
Slump Range(in.) N/A
Air Range(%) N/A
Temperature(°F) 50-90
Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added
Spread(in.) (°/a) Temp:°F (pc� (gallons)
Panel#410 6041 32141154 8:15AM 9:28AM 3 2.7 70 145.8
Notification of field test results: Spike with Nedbo and Gilbert with Vasquez
Compressive Strenath Results (ASTM C39)
Cylinder Diameter(in.) 4.00
Cross Secional Area(sq in.) 12.57
Maximum Load(Ibs) 45930
Compressive Strength(psi) 3650
Test Date 06/26/12
4.00 4.00
12.57 12.57
67530 67420
5370 5370
07/17/12 07/17/12
Cylinders Cast from ticket: 32141154 Lab ID 5200
Test Age(days) 7 28 28
Type of Fracture T5 TS T5
Additional Comments Field Technician Kevin McClure
Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate Office P.O.Box 464
Grand Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720
F:(970)524-0721 P:(303)289-1989 F:(970)5240721
�ROUKa
EN6INEERING CONSULTRNTS
CONCRETE FIELD PROPERTIES AND
COMPRESSIVE STRENGTH TEST RESULTS
Job Name
Vail Village Inn Building 1- Parking Phase 2
Job Number
12-6538
Client:
Nedbo Construction, Inc.
Address:
P.O. Box 3419
Vail, Colorado
81657
Repo►t Number Report Date Attn:
2 July 25, 2012 Mr.Warren Krok
On the date specified above, Ground Engineering Consultants, Inc(GROUND)was requested to provide materials testing services for this project on sampled concrete. GROUND
pertormed testing in general accordance with the frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes
related site observations for the concrete placement and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects
and may not be onsite during the entire concrete placement,the contractor should be consulted for precise details.This report includes the results of the tests we performed and our
observations,however,it is the responsibility of the contractor to perform construction and provide materials that meet the project plans and specifications
Placement Date: 07/25/12
Concrete Placed By: Vasquez
Concrete Supplier/Mix ID: B&B/37012691
Total Cubic Yards Placed: 10 1/2
Weather/Temperature Partly Cloudy/70s
Placement Location: #10-13
Methods Employed: Pump Truck
Specifications
Required Strength(psi) 4000
Slump Range(in.) N/A
Air Range(%) N/A
Temperature(°F) 50-90
Test Sam le Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added
p Spread(in.) (%) Temp:°F (pc� (gallons)
#10 6042 32141401 9:42AM 11:04AM 2 5.8 72 138.7 2
Notification of field test results: Spike with Nedbo and Gilbert with Vasquez
Compressive Strenqth Results (ASTM C39)
Cylinder Diameter(in.) 4.00 4.00
Cross Secional Area(sq in.) 12.57 12.57
Maximum Load(Ibs) 46720 65780
Compressive Strength(psi) 3720 5230
Test Date 08/01/12 08/22/12
4.00
12.57
65770
5230
08/22/12
Cylinders Cast from ticket: 32141401 Lab ID 5295
Test Age(days) 7 28 28
Type of Fracture T5 T5 T5
Additional Comments Field Technician Steve Buckeridge
Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate Office P.O.Box 464
Grand Junction,CO 81501 41 Invemess Drive East Gypsum,CO 81637
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720
F:(970)524-0721 P:(303)289-1989 F:(970)524-0721
CROUII�D
ENGINEERING CONSUITRNTS
CONCRETE FIELD PROPERTIES AND
COMPRESSIVE STRENGTH TEST RESULTS
Job Name
Vail Village Inn Building 1-Parking Phase 2
Job Number
12-6538
Client:
Nedbo Construction, Inc.
Address:
P.O. Box 3419
Vail, Colorado
81657
Report Number Report Date Attn:
3 August 10,2012 Mr.Warren Krok
On the date specified above, Ground Engineering Consultants, Inc(GROUND)was requested to provide materials testing services for this project on sampled concrete. GROUND
performed testing in general accordance with the frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes
related site observations for the concrete placement and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects
and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details.This report includes the results of the tests we performed and our
observations,however, it is the responsibility of the contractor to perforrn construction and provide materials that meet the project plans and specifications
Placement Date: 08/10/12 SpeCifiCations
Concrete Placed By: Vasquez Required Strength(psi) 4000
Concrete Supplier/Mix ID: Lafarge/RMXZP40GF87 Slump Range(in.) N/A
Total Cubic Yards Placed: 9 Air Range(°/a) N/A
Weather/Temperature Sunny/70s Temperature(°F) 50-90
Placement Location: Slab on metal deck @ GL G.7-G.0/5.2-6.0; F.0-F.4/4.1-4.8; E.7-F.0/3.2-3.6; E.5-E.8/1.2-1.8
Methods Employed: Tailgate to wheel barrel
Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water,4dded
Spread(in.) (/o) Temp:°F (pc� (gallons)
GL F.2/4.4 4780811 85910789 1:15PM 2:OOPM 5 1/2 2.9 78 141.0 -
Notification of field test results: Spike with Nedbo and Gilbert with Vasquez
Compressive Strenqth Results (ASTM C39)
Cylinder Diameter(in.) 4.00
Cross Secional Area(sq in.) 12.57
Maximum Load(Ibs) 54630
Compressive Strength(psi) 4350
Test Date 08/17/12
4.00 4.00
12.57 12.57
71890 75220
5720 5990
09/07/12 09/07/12
Cylinders Cast from ticket: g5910789 Lab ID 5343
Test Age(days) 7 2$ 2$
Type of Fracture T5 T5 T5
Additional Comments Field Technician LeeTal Levran
Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate Office P.O.Box 464
Grand Junction,CO 81501 41 Invemess Drive East Gypsum,CO 81637
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720
F:(970)524-0721 P:(303)289-1989 F:(970)524-0721
�ROUr�n
ENGINEERIN6 CONSULTFINTS
CONCRETE FIELD PROPERTIES AND
COMPRESSIVE STRENGTH TEST RESULTS
Job Name
Vail Village Inn Building 1-Parking Phase 2
Job Number
12-6538
Client:
Nedbo Construction, Inc.
Address:
P.O. Box 3419
Vail, Colorado
81657
Report Number Report Date Attn:
4 August 23, 2012 Mr.Warren Krok
On the date specified above, Ground Engineering Consultants, Inc(GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND
pertormed testing in general accordance with the frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes
related site observations for the concrete placement and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects
and may not be onsite during the entire concrete placement,the contractor should be consulted for precise details.This report includes the results of the tests we performed and our
observations,however,it is the responsibility of the contractor to perform construction and provide materials that meet the project plans and specifications
Placement Date: 08/23/12
Concrete Placed By: Vasquez
Concrete Supplier/Mix ID: B&B/36012474
Total Cubic Yards Placed: 2
Weather/Temperature Cloudy/6os
Placement Location: Slab on grade @ GL C.0-C.3/2.1-2.2
Methods Employed: Tailgate to wheel barrel
Specifications
Required Strength(psi) 4000
Slump Range(in.) N/A
Air Range(%) N/A
Temperature(°F) 50-90
Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added
Spread(in.) (/o) Temp:°F (pc� (gallons)
GL C.0/2.1 6039 32141821 10:53AM 12:OOPM 2 1/2 1.8 77 146.9 10
Notification of field test results: Spike with Nedbo and Gilbert with Vasquez
Compressive Strenqth Results (ASTM C391
Cylinder Diameter(in.) 4.00
Cross Secional Area(sq in.) 12.57
Maximum Load(Ibs) 48660
Compressive Strength(psi) 3870
Test Date 08/30/12
4.00 4.00
12.57 12.57
62360 61880
4960 4920
09/20/12 09/20/12
Cylinders Cast from ticket: 32141821 Lab ID 5382
Test Age(days) 7 28 28
Type of Fracture T5 T3 T5
Additional Comments Field Technician LeeTal Levran
Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate Office P.O.Box 464
Gra�d Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720
F:(970)524-0721 P:(303)289-1989 F:(970)524-0721
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Vail Village Inn Building One—Parking Phase 2 ±
Vail,Colorado `
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Structural Stee1
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Job#12-6538 GROUND Engineering Consultants,Inc. period ending 10I13I2012
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ENGINEERIN6 CONSULTRNTS
List of Outstanding Discrepancies
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Project Name: Vail Village Inn Building One - Parking Phase 2
Project No: 12-6538 Date 8-10-12
Client: Nedbo Construction, Inc.
Address: P. O. Box 3419
Vail, CO 81657
Attn: Mr. Warren Krok �
Faxed to :
Faxed to : F
Date Item Outstanding Discrepancy Date Per Plan/ _
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�� Re orted No. Acce ted Per RFI �
06-14-12 1 GROUND is requesting WPS and WQTR for Black 8/10/2012 Per Plan f
Smoke welders on the project site for D1.1 and D1.3. �
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It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- '
observations. The contractor should provide our office hard copies of any changes or approvals made by the
Structural Engineer of Record.
41 Inverness Drive East 7393 Dahlia Street 2468 East 9th Street
Englewood,CO 80112 Commerce City,CO,80022 Loveland,CO 80537
Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)622 0800
Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)622 0801
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FIELD REPORT �
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Project Name: Vail Village Inn Building One— Date: June 14, 2012 x
Parking Phase 2 `
Project No: 12-6538 Report No: 1 =
Client: Nedbo Construction, Inc.
Address: P. O. Box 3419 �
Vail, CO 81657 '
Attn: Mr. Warren Krok
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As requested, a representative of GROUND arrived at the project site to inspect welded and
screwed connections on the Parking Garage floor repairs. �
The following is a summary of the services performed on this date:
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1) Inspected welded connections of Headed Anchor Studs (HAS) to beams at Pads 1 thru �
6, are spot-welds of deck to beams and tek screws of deck-to-deck at the Upper Parking '
Level. These connections were found in compliance with the project plans and AWS `
D.1.1-10 Clause 6. �
2) At this time, GROUND is requesting Welding Procedure Specification (WPS) and Welder �
Qualification Test Record (WQTR) for welders from Black Smoke for D1.1 and D1.3 —
Item #1 on the Discrepancy List. �
A copy of this report and Discrepancy List will be provided to Spike with Nedbo Construction,
Inc. on GROUND's next visit.
Submitted by:
GROUND Engineering Consultants, Inc. �
Gary S. Lee {
Field Representative
Grand Junction Office Corporate Office Gypsum Office
1008 3rd Avenue,Suite D 41 Inverness Drive East P.O.Box 464
Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637
P:(970)242-4300 P:(303)289-1989 P:(970)524-0720
F:(970)524-0721 F:(303)289-1686 F:(970)524-0721
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ENGINEERING CONSULTRNTS
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FIELD REPORT
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Project Name: Vail Village Inn Building One— Date: June 24, 2012
Parking Phase 2
Project No: 12-6538 Report No: 2
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Client: Nedbo Construction, Inc. =
Address: P. O. Box 3419
Vail, CO 81657
Attn: Mr. Warren Krok
As requested, a representative of GROUND arrived at the project site to inspect welded and
screwed connections of composite pour deck for the Parking Garage floor repairs.
The following is a summary of the services performed on this date:
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1) Inspected welded connections of Headed Anchor Studs (HAS), are spot-welds and tek
screws at Pads 10 thru 13. These connections were found in general compliance with
the project plans, AWS D1.1-10 Clause 6 and AWS D1.3-08 Clause 6 Part "A". `
Spike with Nedbo Construction, Inc. was notified of these results, received a copy of this report
and updated Discrepancy List.
Submitted by: _'
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GROUND Engineering Consultants, Inc.
Gary S. Lee
Field Representative
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Grand Junction Office Corporate Office Gypsum Office
1008 3rdAvenue,Suite D 41 Inverness Drive East P.O.Box 464
Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637
P:(970)242-4300 P:(303)289-1989 P:(970)524-0720
F:(970)524-0721 F:(303)289-1686 F:(970)524-0721
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ENGINEERING CONSLJLTRNTS p
FIELD REPORT
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Project Name: Vail Village Inn Building One— Date: August 9, 2012 ;,
Parking Phase 2 ;
Project No: 12-6538 Report No: 3
Client: Nedbo Construction, Inc.
Address: P. O. Box 3419
Vail, CO 81657
Attn: Mr. Warren Krok
As requested, a representative of GROUND arrived at the project site to inspect welded and `
screwed connections of composite pour deck for the Parking Garage floor repairs.
The following is a summary of the services performed on this date: �
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1) Inspected are spot-welds, Headed Anchor Studs and tek screws of pour deck at Pads
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#14, #15, #16 and #17. These connections were found in general compliance with the
project plans, AWS D1.3-08 Clause 6 Part "A" and AWS D1.1-10 Clause 7.
Spike with Nedbo Construction, Inc. was notified of these results, received a copy of this report.
Submitted by:
GROUND Engineering Consultants, Inc.
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Gary S. Lee
Field Representative
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Grand Junction Office Corporate O�ce Gypsum Office
1008 3rdAvenue,Suite D 41 Inverness Drive East P.O.Box 464
Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637
P:(970)242-4300 P:(303)289-1989 P:(970)524-0720
F:(970)524-0721 F:(303)289-1686 F:(970)524-0721
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Vail Village Inn Building One—Parking Phase 2
Vail,Colorado
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Fireproofing
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Job#12-6538 GROUND Engineering Consultants,inc. period ending 10/13/2012
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FP Beam 121005 Page 1 of 1 �:
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ENGINEERING CONSULTRNTS �
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FIREPROOFING - BEAMS
Project: Vail Village Inn Date: October 5, 2012
Job Number: 12-6538
Client: P.O. Box 3419 Test Number: 1
Vail, Colorado 81657
Attn: Mr. Warren Krok
Dates Applied: 9/5/2012 Air Temperature(°F): N/A
Area Represented: Lower level parking garage, Beam#5, West End
Protection I Weather: N/A
Visual Observations/ N/A
Discrepancies:
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Product& Manufacturer Blivard Shield '
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THICKNESS DETERMINATION DENSITY DETERMINATION �
Location: Location: Lower Level Parking Garage, �
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Beam#5 �
, - 9 Volume of test sample 22 (cubic cm) �
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Dry weight of sample 7.1 (grams)
2 8 9MEASUREMENTS "t�
�. AT EACH END OF Density of sample 20.1 (pCfl
. '12—INCH LENGTH
3 , Specified Density 15 (pcfl min.
4 6 g
PASS �
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Recorded Measurement(inches) f
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1.) 1 12/16 1.) 1 12/16 ADHESION DETERMINATION
2.) 1 4/16 2.) 1 8/16 Date: �
3.) 112/16 3.) 112/16 Location: �
4.) 1 4/16 4.) 1 4/16 4�
5.) 1 8/16 5.) 1 8/16 Diameter of specimen: 3.25 (inches) :'
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6.) 1 6.) 1 4/16 Area of specimen: 0.0576 (sq. ft.) �
7.) 1 4/16 7.) 1 4/16 Recorded failure force: 12 (Ibs) �
� 8.) 1 8.) 1 4/16 Location of failure: adhesion �
9.) 1 8/16 9.) 1 8/16 '
Adhesion 208.3 (psfl �
Specified Adhesion 200 (ps� _
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Average Thickness (inches) exGUAi�Flange 1 7/16 PASS
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Average Thickness (inches) �anpe�ipsonly 1 3/16 Notification:lnstaller I General �contractori name)
Specified Min Thickness (in) Flangetipsonly � `
Specified Min Thickness (in) 1 �
Individual Measurement PASS Average PASS Field Representative: LeeTal Levran `
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Notes: '
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Grand Junction Gypsum
1008 3rd Avenue,Suite D Corporate Office P.O.Box 464
Grand Junction,CO 81501 41 Inverness Drive East Gypsum CO 81637
P:(970)242-4300 Englewood,CO 80112 P:(970)524-0720 "
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F:(970)524-0721 P:(303)289-1989 F:(970)524-0721
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