HomeMy WebLinkAboutB08-0347 A09-0040 E09-0054 M09-0062 P09-0035 Inspection Items for M09-0062 13:59 01/22/2016
Sec Item Id Descri tion A r Re Items Action Inheritable
200 MECH-Rou h Yes O 3 COND No
* 310 MECH-Heatin Yes O 1 AP No
* 390 MECH-Final Yes R 1 AP No
Total Rows:3
Page 1
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
M9 OF VVA1I
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 SFR BUILD PERMIT Permit #: B08 -0347
Project #: PRJ08 -0276
Job Address: 330 BEAVER DAM CR VAIL
Location......: 330 -32 BEAVER DAM RD (BOTH UNITS)
Parcel No....: 210107112007
OWNER GANNETT, KATHRYN
690 ARDSLEY RD
WINNETKA
IL 60093
APPLICANT BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117 -A
CONTRACTOR KPB DEVELOPMENT INC
PO BOX 406
AVON
COLORADO 81620
License: 327 -A
OWNER WIEPKING, JEFF & DANNA F
4600 S DOWNING ST
ENGLEWOOD
CO 80113
Description:
FULL BASEMENT ADDITION
Occupancy: IRC
Type Construction: IRC
09/29/2008
09/29/2008 Phone: 970-949-1800
03/12/2009 Phone: 970-390-1222
09/29/2008
Status ..
ISSUED
Applied ..:
09/29/2008
Issued ...:
04/08/2009
Expires ...:
10/05/2009
Valuation: $1,200,000.00
Total Sq Ft Added: 2592
..,..,..,.< .............x.. ................... ,..........,.,..,,.,........... FEE SUMMARY .....,............,......................... ,..<,... «.........�..........,.
Building Permit Fee ------ > $6,338.75 Will Cal Fee --------------------- > $4.00 Total Calculated Fees ------------- > $34,761.74
Plan Check--------------- - - - - -> $4,120.19 Use Tax Fee --------------------- > $23,800.00 Additional Fees------------------ - - - - -> $0.00
Add'I Plan Check Hours -> $110.00 Restuarant Plan Review - - - - -> $0.00 TOTAL PERMIT FEES--------- - - - - -> $34,761.74
Investigation------------ - - - - -> $0.00 Recreation Fee------------ - - - - -> $388.80
Payments ------------------------------- > $34,761.74
Total Calculated Fees--- - - - - -> $34,761.74 BALANCE DUE ------------------------ > $0.00
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 - 4:00 P��
Signature of Owner or Contractor Date
Print Name
bld _alt_construction_permit_041908
APPROVALS
Permit #: IB08 -0347 as of 06 -09 -2009 Status: ISSUED
Item: 05100 BUILDING DEPARTMENT
10/15/2008 cgunion Action: AP
06/08/2009 cg Action: AP approved
structural revision
Item: 05400 PLANNING DEPARTMENT
10/29/2008 npeterson Action: AP Revised plans
inserted (sheets A002 -3 date stamped 10/27/2008) and plan
set approved.
Item: 05600 FIRE DEPARTMENT
10/27/2008 drhoades Action: AP 1. Shop drawings
and separate permit required for changes /additions to the
existing monitored fire alarm system.
Item: 05500 PUBLIC WORKS
10/06/2008 cdelles Action: DN Silt Fence/ limits
of disturbance on the northside of the project must be
within property line.
10/29/2008 cdelles Action: AP Received revised
plan
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxwxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
See the Conditions section of this Document for any that may apply.
bld_a It_construction_perm it_041908
CONDITIONS OF APPROVAL
Permit #: B08 -0347 as of 06 -09 -2009 Status: ISSUED
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION
R313 OF THE 2003 IRC.
Cond: 18
(BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF
THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC.
Cond: 19
(BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE
2003 IRC OR SECTION 1012 OF THE 2003 IBC.
Cond: 39
(BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED
TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE
2003 IBC.
Cond: CON0010377
MECHANICAL VENTILATION REQUIRED FOR MEDIA ROOM PER IRC
Cond: CON0010414
ALL UTILITIES FROM EACH SIDE OF THE DUPLEX SHALL BE RUN
SEPERATE
Cond: CON0010415
PLUMBING FIXTURES ON THE MAIN AND UPPER LEVELS SHALL NOT BE
RUN THROUGH THE SUMP OR BACKWATER VALVE PER IPC.
bld_alt_construction _ permit_041908
TOWN OF VAIL, COLORADO Statement
Statement Number: R090000649 Amount: $110.00 06/09/200901:24 PM
Payment Method: Check Init: JLE
Notation: 1025 KPB
DEVELOPMENT
Permit No: B08 -0347 Type: ADD /ALT SFR BUILD PERMIT
Parcel No: 2101 - 071 - 1200 -7
2101 -071- 1200 -8
Site Address: 330 BEAVER DAM CR VAIL
Location: 330 -32 BEAVER DAM RD (BOTH UNITS)
Total Fees: $34,761.74
This Payment: $110.00 Total ALL Pmts: $34,761.74
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
PF 00100003112300 PLAN CHECK FEES 110.00
el-
Permit #(s) information applies to: Attention:
X08 - 0�� CL1\4_42 S
Project Address:
Contact Information
i
Company: �'� PCV• .ul C. .
Company Ph: �3 V O 222 /�� Fax:
Contact Name: K CV t_n f3 5S 0 U/
Contact Ph: 39( - 1 2_Z,7, Cell:
E -Mail: kb b 3 5 , ow 9 Va
Town of Vail Contractor Registration No:
X/
Signature (required)
. ............
Revised ADDITIONAL Valuations (Labor & Materials)
(DO NOT include oriqinal valuation)
Building $
Plumbing $
Electrical $
Mechanical $
Fire Sprinkler /Alarm $
Total $
(i Revisions
( ) Response to Correction Letter
_attached copy of correction letter
() Deferred Submittal
() Other
Description / List of Changes:
>>
(Use additional sheet if necessary)
Date Rece LE C E d W E
MAY 28 2009
TOWN OF VAIL
TOWN OF VAIL, COLORADO Statement
Statement Number: R090000297 Amount: $30,531.5504/08 /200910:07 AM
Payment Method: Check Init: LC
Notation: #1022 /KPB
10) DIN meK*j 61A0
Permit No: B08 -0347 Type: ADD /ALT SFR BUILD PERMIT
Parcel No: 2101 - 071 - 1200 -7
2101- 071 - 1200 -8
Site Address: 330 BEAVER DAM CR VAIL
Location: 330 -32 BEAVER DAM RD (BOTH UNITS)
Total Fees: $34,651.74
This Payment: $30,531.55 Total ALL Pmts: $34,651.74
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------- - - - - -- ------------------------ - - - - -- ------ - - - - --
BP 00100003111100 BUILDING PERMIT FEES 6,338.75
RF 11100003112700 RECREATION FEES 388.80
UT 11000003106000 USE TAX 4% 23,800.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
TOWN OF VAIL, COLORADO Statement
************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Statement Number: R080001786 Amount: $4,120.19 09/29/200802:05 PM
Payment Method: Check Init: JLE
Notation: 16220 BECK
BUILDING CO
-----------------------------------------------------------------------------
Permit No: B08 -0347 Type: ADD /ALT SFR BUILD PERMIT
Parcel No: 2101 -071- 1200 -7
2101- 071 - 1200 -8
Site Address: 330 BEAVER DAM CR VAIL
Location: 330 -32 BEAVER DAM RD (BOTH UNITS)
Total Fees: $34,262.94
This Payment: $4,120.19 Total ALL Pmts: $4,120.19
Balance: $30,142.75
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------- - - - - -- ------------------------ - - - - -- ------ - - - - --
PF 00100003112300 PLAN CHECK FEES 4,120.19
Development Review Coordinator
75 South Frontage Road
Vail, CO 81657
Phone'. '970 -479 -2128
Fax: 970 -479 -2452
Project Address
Contractor Information Building Permit #: )
Comp y: an "r Detailed Description of Work:
!
Company Address: Jk - h , �5��, �,. ,• . Qi
City: State: 6C Zip:
r as iA/ l /I°I
Contact Name: 6j . &.55
Contact Ph: 3U 131- Cell: S q 0
E -Mail: K,4 fa 3 vi lu (/,-� Ai) A r)
I Town of Vail C o�Registratio
Contractor Signature (required)
(Use additional sheet it necessary)
Architect N Designer ( ) Engineer ( )
Phone: � 7 ' Z TTy
Fax: q - 7 2 57
E -Mail: /< ff W, Z r • �' f
Property Information Work Class:
Parcel #: - 7 1 1 01 1 12- 6o /Z. 1 Zo o
Legal Description: Lot # Blk # J
J �/ r,l
Subdivision: ��: I V 1`��.r��
Job Name: 3 � /X1' fic K I✓ 6N� 6`h C, /e
Owner Name: r lm' o l!� Ifi Uz9 6cnne
Mailing Address: r" beie
(For Parcel # Contact Eagle County assessors Office at 970 - 328 -8640 or
visit www.eaglecounty.us /patie)
Valuations (Labor & Material)
Building $
Plumbing $
Electrical $
Mechanical $
Total $
New ( ) Addition (10 Remodel ( ) Repair ( ) Other ( )
Work Type:
Interior ( ) Exterior( ) Both)
Building Type:
Single - Family ( ) Two - Family) Multi - Family ( )
Commercial ( ) Townhome ( ) Other ( )
# & Type of Existing Fireplaces: Gas Appliances ( )
Gas Log ( ) Wood /Pellet ( ) Wood Burning (- )
# & Type of Proposed Fireplaces: Gas Appliances ('?)
Gas Log (_') Wood /Pellet (;,) Wood Burning (6 )
Does a Fire Alarm Exist: Yes (�-) No ( )
Monitored Alarm: Yes No( )
Does a Fire Sprinkler System Exist: Yes ( ) No (}-)
Date Received
Z�0
Development Review Coordinator
75 South Frontage Road
Vail, CO 81657
Phone: 970- 479 -2128
Fax: 970 - 479 -2172
Inc ections:970- 479 -2149
1UMCly Ut' Yt11Ll/ . _ �,�e p
BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, fireplace, etc
[—Proj ect Add ress 3 J a °'�, � ,.c rh �i . E.� Project # `� � J y
DRB# 1l �L� y� 259
Contractor Information Building Permit #:
Company: JN� w�✓'t,� E !
Company Address:_
City: V`' f� 1 .State: Zip:
Contact Name: 0_XA 0 C.42 ` =J�'- _ Q
Contact Ph: 0 Cell: t'` a k06J
E -Mail: - �1J e_�c \ s �r �V ► S L b°`�
Town of Vail Contractor . gegistr- ation -'�
Signature (required)
Property Information
Parcel #:
Legal Description: Lot # Blk # \
Subdivision: 0 (`� �) %A pp_ _ f'cX i- 1 S
Job Name: J.SUI 5 ?t!" I.Lv. i f LA( L D%
Owner Name: SeA W'%f k�'h
\) = vf')s K7 sv Ne'�
�
Mailing Address:
(For Parcel # Contact Eagle County assessors Office at 970 328 - 8640 or
visit www.eagleCounty.us /patie)
Valuations (Labor & Material)
Building $
Plumbing $
Electrical $
Mechanical $
� c Do
L .Od 0
� 3619coy
Total $
e� �Z�� CYO y
Detailed Description of Work: 2 .�
r
(Use additional sheet if necessary)
Architect 4Q Designer( Engineer ( )
Phone:
Fax: C ( -� U - q ' / ) ` �Zcl ck 5
E -Mail: L' r-F N ,� ' V\ U. , C 0
Work Class:
New ( ) Addition Remodel ( ) Repair ( ) Other ( )
Work Type:
Interior ( ) Exterior( ) Both
Building Type:
Single - Family ( ) Two - Family Multi - Family ( )
Commercial ( ) Townhome ( ) Other ( )
# & Type of Existing Fireplaces: Gas Appliances ( )
Gas Log ( ) Wood /Pellet ( ) Wood Burning (Z)
# & Type of Proposed Fireplaces: Gas Appliances (0)
Gas Log ( ,) Wood /Pellet (0) Wood Burning (0)
Does a Fire Alarm Exist: Yes X) No ( )
Monitored Alarm: Yes X No(
Does a Fire Sprinkler System Exist:
D
Yes ( ) No
D
I ivt f� W IE
D L�
�-L 2 9 2009
vu& F1
Vail Fire Department
6 , Asbestos Testing & Abatement Requirements
� bE�
Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from
exposure to harmful asbestos. The Town of Vail asbestos abatement program is in addition to the State of Colorado's
regulations. 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: 30 square feet
All Others: 160 square feet
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 and
Vail- registered abatement contractor. An asbestos abatement permit must be approved, and 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 (2 copies of test results included)
❑ Tested positive at more than 1 %, requires abatement (2 copies of test results
included)
Tips & Facts:
• Even recent construction projects may include asbestos - containing materials, so buildings of any 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, CO, 81657.
Town of Vail Contact:
David Rhoades, Fire Inspector
Vail Fire Department
75 S Frontage Rd
drhoades @vailgov.com
970 - 477 -3454
www.vailgov.com
State of Colorado Contact:
Colorado Department of Public Health
and Environment
Asbestos Compliance Assistance Group
303 - 692 -3158
asbestos@state.co.us
www.cdphe.state.co.us
REScheck Software Version 4.2.0
Compliance Certificate
Project Title: B.D.C.
Energy Code:
2003 IECC
38.0
Location:
Vail, Colorado
130
Construction Type:
Single Family
Glazing Area Percentage:
16%
5
Heating Degree Days:
9248
19.0
Construction Site:
Owner /Agent:
Designer /Contractor:
330/332 Beaver Dam Circle Gannett/ Wiepking
Lauren Ford
Vail, CO 81657
K H Webb Architects
450
Door 1: Solid
710 W. Lionshead Circle
unit a
7
Basement Wall 1: Solid Concrete or Masonry
Vail, CO 81657
2.0
2.0
970.477.2990
309
Wall height: 9.0'
lauren @khwebb.com
Compliance: 0.9% Better Than Code Maximum UA: 1794
Your UA: 1778
Ceiling 1: Flat Ceiling or Scissor Truss
4345
38.0
0.0
130
Skylight 1: Metal Frame:Double Pane with Low -E
10
0.500
5
Wall 1: Wood Frame, 16" o.c.
9708
19.0
3.0
443
Window 1: Metal Frame with Thermal Break:Double Pane
1450
0.310
450
Door 1: Solid
63
0.110
7
Basement Wall 1: Solid Concrete or Masonry
3376
2.0
2.0
309
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 9.0'
Window 2: Metal Frame with Thermal Break:Double Pane with
88
0.500
44
Low -E
Basement Wall 2: Wood Frame
3376
19.0
10.0
101
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 9.0'
Crawl 1: Solid Concrete or Masonry
85
19.0
5.0
3
Wall height: 3.0'
Depth below grade: 3.0'
Insulation depth: 3.0'
Inside below -grade depth: 0.5'
Crawl 2: Solid Concrete or Masonry
85
2.0
2.0
10
Wall height: 3.0'
Depth below grade: 3.0'
Insulation depth: 3.0'
Inside below -grade depth: 05
Floor 1: Slab -On- Grade: Unheated
400
15.0
276
Insulation depth: 3.0'
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in
REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature Date
Project Title: B.D.C. Report date: 09/26/08
Data filename: P: \Gannett \General \GWrescheck 2.rck Page 1 of 1
—.
ASBESTOS INSPECTION AND SAMPLING REPORT
330 and 332 Beaver Dam Circle, Vail, CO 81657
Presented to:
Mr. Chuck Downey
Beck Building Company
P.O. Box 4030
Vail, CO 81658
Performed by:
Mr. Mathew Rampy
DS Consulting, Inc.
3247 S. Indiana St.
Lakewood, CO 80228
DSC Project # 714
September 28, 2008
DS Consulting, Inc.
Unmatched Credentials, Superior Results.
EXECUTIVE SUMMARY
On September 25, Mr. Mathew Rampy of DS Consulting, Inc. (DSC) performed a limited
inspection and asbestos sampling at 330 and 332 Beaver Dam Circle, Vail, Colorado, in order
to identify potentially hazardous friable and non - friable asbestos - containing materials (ACM)
on and within portions of the two units of a duplex at the above - referenced address. Mr.
Rampy performed limited asbestos bulk sampling of various surfacing materials on sheetrock
inside of both units as well as plaster on the exterior of unit 332. A total of nine (9) samples
were taken. All nine (9) bulk samples were analyzed by Reservoirs Environmental, Inc. with
all nine (9) laboratory results being non - detect for ACM (see Appendix A for laboratory
results).
I. Introduction
A limited inspection and bulk sampling for ACM was conducted at 330 and 332 Beaver Dam
Circle, Vail, Colorado, by Mr. Rampy on September 25, 2008, at the request of Mr. Chuck
Downey of Beck Building Company. Mr. Rampy is a Colorado State Certified inspector, and
has EPA Accreditation #11039. The purpose of the inspection was to identify, sample and
assess potentially hazardous friable and non - friable ACM on and within two units of the
duplex that are scheduled for renovation.
II. Structural Design
The structure is a residential duplex.
III. Sampling and Analytical Procedures
The inspection and assessment were conducted by an EPA and AHERA accredited Inspector
qualified by experience, education and training in the recognition of potential ACM and
approved bulk - sampling techniques. The asbestos bulk sampling was conducted on suspect
ACM with a limited number of bulk samples being collected on and within the two units of
the duplex that are going to be renovated.
The inspection and assessment were performed in accordance with Environmental Protection
Agency / AHERA recommended procedures. These procedures call for the visual inspection
of the area of concern and collection and analysis of representative bulk samples of suspect
material.
Some minor destructive sampling was conducted. 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 other inaccessible areas.
Random bulk samples, representative of the suspect asbestos - containing building materials
(ACBM) of each homogeneous area (HA), were collected according to the guidelines
published as Environmental Protection Agency (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. Representative sampling is based on the following criteria:
1. The distribution of the suspect material throughout the HA.
2. The suspect material's physical characteristics and application.
3. Random sampling patterns determined for each HA.
Suspect materials sampled and analyzed should be considered to be representative of
materials in each HA if:
1. They exhibit similar physical characteristics; and
2. The application of the sampled material can be correlated to the application of
unsampled material.
2
Bulk samples collected were analyzed utilizing the EPA's Method for the Determination of
Asbestos in Bulk Building Materials (EPA 600/R/116, July, 1993) and the McCrone Research
Institute's The Asbestos Particle Atlas as methods references.
Analysis of the bulk samples was performed on the "date reported," as listed in the bulk -
sample analysis report.
IV. Notes on Report Format
Suspect materials alike in appearance and application were sampled as HAs. Suspect
materials were divided into three classifications:
1. Surfacing material: sprayed or troweled onto structural building member.
2. Thermal systems insulation: any type of pipe, boiler, tank, or duct insulation.
3. Miscellaneous: other suspect materials, including flooring, ceiling tiles, insulation,
and finishing materials.
Condition assessments were performed by the accredited inspector at the time of inspection.
Condition assessments are listed in the following section. Ratings of "good," "damaged," and
"severely damaged" are meant to indicate the overall condition of the material.
A material in "good" condition has no visible damage or deterioration, or showing only very
limited damage or deterioration.
A material in "damaged" condition has the following characteristics:
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 (one - quarter if the damage is localized).
Accumulation of powder, dust or debris similar in appearance to the suspect material on
surfaces beneath the material can be used as confirmatory evidence.
A material in "severely damaged" condition has one or more of the following characteristics:
The surface is crumbling or blistered over at least one -tenth of the surface if
the damage is evenly distributed (one - quarter if the damage is localized).
One -tenth (one - quarter, if localized) of the material is hanging from the
surface, deteriorated, or showing adhesive failure.
Water stains, gouges, or mars are over at least one -tenth of the surface if the
damage is evenly distributed (one - quarter if the damage is localized).
Accumulation of powder, dust or debris similar in appearance to the suspect material on
surfaces beneath the material can be used as confirmatory evidence.
Response- action recommendations for asbestos containing HAs are also listed in the
following section. Recommendations may be for more than one HA, if materials are alike.
Recommendations are either "general" or "immediate." An immediate recommendation
indicates an imminent hazard exists and should be addressed as soon as possible.
V. Inspector Comments
No ACM was identified during the bulk sampling conducted at 330 and 332 Beaver Dam
Circle, Vail, Colorado. A total of nine (9) bulk samples were collected from the two units at
the above - referenced duplex, three from the bar room in unit 330, three from the closet in
unit 332, and three from exterior plaster on unit 332. All nine (9) bulk samples tested non-
detect for asbestos (see Appendix A for laboratory results of bulk samples and see Appendix
B for sample locations).
VI. Asbestos - Containing Homogeneous Area Descriptions and Sample Locations
The following section contains sampled HA descriptions and sample locations (see Appendix
B for locations where bulk samples were collected). Percent - asbestos content for each sample
indicated can vary depending on sample locations, homogeneity of the materials, and type of
application. The following samples were collected from the two units of the duplex at 330
and 332 Beaver Dam Circle, Vail, Colorado, on September 25, 2008:
Homogeneous Area #01
Homogeneous Area #01
Material Description: White plaster w /light
tan paint; White drywall
Material Description: White plaster w /tan
paint; White drywall
Material Classification: Surfacing Material
Material Classification: Surfacing Material
Material Location: Bar Room (Unit 330)
Material Location: Bar Room (Unit 330)
Material Condition: Good
Material Condition: Good
Material Quantity: 100 ft
Material Quantity: 100 ft
Sample #: 714 - 0925 -DWI
Sample #: 714- 0925 -DW2
Composition: Non - detect; Non - detect
Composition: Non - detect; Non - detect
Immediate Recommendation: NONE
Immediate Recommendation: NONE
4
Homogeneous Area #01
Homogeneous Area #02
Material Description: White plaster w /tan
paint; White tape; White plaster; White
dryw all
Material Description: White plaster w /white
paint; Pink drywall
Material Classification: Surfacing Material
Material Classification: Surfacing Material
Material Location: Bar Room (Unit 330)
Material Location: Closet (Unit 332)
Material Condition: Good
Material Condition: Good
Material Quantity: 100 ft
Material Quantity: 50 ft
Sample #: 714 - 0925 -DW3
Sample #: 714 - 0925 -DW4
Composition: Non - detect; Non - detect; Non-
detect; Not - detect
Composition: Non - detect; Non - detect
Immediate Recommendation: NONE
Immediate Recommendation: NONE
Homogeneous Area #02
Homogeneous Area #02
Material Description: White plaster w /white
p aint; Pink drywall
Material Description: White plaster w /white
paint; Pink drywall
Material Classification: Surfacing Material
Material Classification: Surfacing Material
Material Location: Closet (Unit 332)
Material Location: Closet (Unit 332)
Material Condition: Good
Material Condition: Good
Material Quantity: 50 ft2
Material Quantity: 50 ft
Sample #: 714- 0925 -DW5
Sample #: 714 - 0925 -DW6
Composition: Non - detect; Non - detect
Composition: Non - detect; Non - detect
Immediate Recommendation: NONE
Immediate Recommendation: NONE
Homogeneous Area #03
Homogeneous Area #03
Material Description: White fibrous material;
White foam; Off -white resinous w /granular
Laster; Gray granular plaster
Material Description: White fibrous material;
White resinous granular plaster; Gray granular
plaster w /white foam
Material Classification: Surfacing Material
Material Classification: Surfacing Material
Material Location: Exterior (Unit 332)
Material Location: Exterior (Unit 332)
Material Condition: Good
Material Condition: Good
Material Quantity: 80 ft
Material Quantity: 80 ft
Sample #: 714 - 0925 -PL7
Sample #: 714- 0925 -PL8
Composition: Non - detect; Non - detect; Non-
detect; Non - detect
Composition: Non - detect; Non - detect; Non -
detect
Immediate Recommendation: NONE
Immediate Recommendation: NONE
Homogeneous Area #03
Material Description: White /light blue fibrous
material; White resinous granular plaster;
Gray granular plaster
Material Classification: Surfacing Material
Material Location: Exterior (Unit 332)
Material Condition: Good
Material Quantity: 80 ft
Sample #: 714 - 0925 -PL9
Composition: Non - detect; Non - detect; Non -
detect
Immediate Recommendation: NONE
VII. Recommendations
General:
The laboratory results of the potential ACM sampled at 330 and 332 Beaver Dam Circle, Vail,
Colorado, indicated that all nine (9) bulk samples were reported as non - detect for asbestos.
Therefore, no abatement activities are recommended at this time.
DSC recommends that when ACM is removed/abated, that only a Colorado - licensed asbestos
abatement contractor using personnel trained in the handling of ACM be allowed to conduct such
activities using appropriate methods (HEPA- filtered vacuuming, wet cleaning methods,
respiratory protection, protective clothing, personnel decontamination, negative -air enclosures, air
monitoring, etc.).
7
APPENDIX A
BULK SAMPLE ANALYSIS
Dave Sinkbeil
DS Consulting, Inc.
10988 E. 116th Ave.
Henderson CO 80640
Laboratory Report:
Project Description:
RES 161901 -1
714
330 & 332 Beaver Dam
Cir.
Dear Customer,
Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene
and Environmental matrices by the National Voluntary Laboratory Accreditation Program ( NVLAP), Lab
Code # 101896 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM)
analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate
#480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both
Proficiency Testing and PAT programs respectively.
Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your
request. The analysis has been completed in general accordance with the appropriate methodology as
stated in the attached analysis table. The results have been submitted to your office.
RES 161901 -1 is the job number assigned to this study. This report is considered highly confidential
and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study
with personnel other than those of the client. The results described in this report only apply to the samples
analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or
any agency of the U.S. Government. This report shall not be reproduced except in full, without written
approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer
storage is requested. If you have any questions about this report, please feel free to call 303 - 964 -1986.
Sincerely,
Jeanne Spencer Orr
President f/ ?
Analyst(s):
Paul D. LoScalzo Wenlong Liu
Paul F. Knappe Rich Wegrzyn
Michael Scales Adam Humphreys
Nancy R. Adams Scott Klaus
P: 303 - 964 -1986 5801 Logan Street, Suite 100 Denver, CO 80216 1- 866 -RESI -ENV
F: 303 - 477 -4275 www.reilab.com
Pagel of 3
RESERVOIRS ENVIRONMENTAL, INC.
NVLAP Accredited Laboratory # 101896
TDH Licensed Laboratory # 30 -0136
TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
RES Job Number:
Client:
Client Project Number / P.O.
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Analyzed:
RES '161901 -1
DS Consulting, Inc.
714
330 & 332 Beaver Dam Cir.
September 25, 2008
PLM, Short Report
2 Hour
September 25, 2008
Page 2 of 3
Analyst: MS
Client
Sample
Number
a
ID Number
L
A Sub
Y Physical Part
E Description
R
Asbestos Content
Mineral i visual
; Estimate (% )
on
Asbestos
Fibrous
Components
N
on-
Fibrous
Components
N
714 - 0925 -DW1
EM 335809
A White plaster w/ light tan paint 8
ND
TR
100
B White drywall 92
ND
35
65
714 - 0925 -DW2
EM 335810
A White plaster w/ tan paint 12
ND
TR
100
B White drywall 88
ND
20
80
714 - 0925 -DW3
EM 335811
A White plaster w/ tan paint 15
ND
TR
100
B White tape 15
ND
85
15
C White plaster 25
ND
TR
100
D White drywall 45
ND
40
60
714 - 0925 -DW4
EM 335812
A White plaster w/ white paint 25
ND
TR
10
B Pink drywall 75
ND
40
60
714 - 0925 -DW5
EM 335813
A White plaster w/ white paint 12
ND
TR
100
B Pink drywall 88
ND
35
65
714 - 0925 -DW6
EM 335814
A White paint w/ white plaster 9
ND
TR
100
B Pink drywall 91
ND
35
65
714 - 0925 -PL7
EM 335815
A White fibrous material 2
ND
90
10
B White foam 8
ND
TR
100
C Off -white resinous w/ granular plaster 40
ND
TR
100
D Gray granular plaster 50
ND
TR
100
ND =None Detected
TR= Trace, <I% Visoal Estimate
Trem- Act= Tremolite- Actinolite
Note: Further analysis by TEM is recommended for organically bound material (i.e. flour tile)
if PLM results are<l %.
Data QA
RESERVOIRS ENVIRONMENTAL, INC.
NVLAP Accredited Laboratory # 101896
TDH Licensed Laboratory # 30 -0136
TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
RES Job Number:
Client:
Client Project Number / P.O.
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Analyzed:
RES 161901 -1
DS Consulting, Inc.
714
330 & 332 Beaver Dam Cir.
September 25, 2008
PLM, Short Report
2 Hour
September 25, 2008
Page 3 of 3
Analyst: MS
Client
Lab
L
Asbestos Content
Non
on-
Sample
ID Number
A Sub
Asbestos
Fibrous
Number
Y Physical Part
Fibrous
Components
E Description
Mineral visual
Components
N
R
Estimate (%
N
714 - 0925 -PL8
EM 335816
A White fibrous material 2
ND
90
10
B White resinous granular plaster 48
ND
0
100
C Gray granular plaster w/ white foam 40
ND
TR
100
714 - 0925 -PL9
EM 335817
A White /light blue fibrous material 5
ND
80
20
B White resinous granular plaster 47
ND
0
100
C Gray granular plaster 48
ND
TR
100
ND =None Detected
TR= Trace, <1% Visual Estimate
Trem- Act =Tremo li to -Acti no I i to
Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile)
if PLM results are <I %.
Data QA
Due Date:
--` RES 161901
Due Time: !' REt LAO Riesery a irH Environmental, Inc.
5801 Logan St. Denver, CO 802% - Rb: 303 964.19&6 • Fax 303. 477 -4275 • Tog Free :ese REST - ENV
SUBMITTED BY: INVOICE TO: (IF DIFFERENT) CONTACT INFORMATION:
Company. DS C onsu lting, I
"--
REQUESTEU.ANALYSiB
co D ave Sinkbe
ntact:
- --
nadTeag: 10988 E 1 1 6t h Ave.
Address: -- -
phone!
{
He nderso n, CO 80640
l
Fax: 303- 286-9094
Fax:
_.�
�� -•
720 - 204-6611
Cerr/pagar.
Pro }eM r aumbar and�w P.O. K.�._ n _.� � �'�- N
Pint Data 00wabW Email Address:
I dsconBultfn In mS ,9om
Frgecl IiWlnotionfl.00ation: , 1,3 2 — CCV r C. t
ASBESTOS LABORATORY HOURS. Weekdays:: 7am, -7plrt
REQUESTEU.ANALYSiB
ID
Sample Condition: On ice
Temp, (Fa) YIN
VALID MATRIX CODES
LAS NOTES:
LM CM / TEM RUSH (Same Day) _,• PRIORITY (Next Day) ,_,,,,STANDARD
{
l l
l
C
O
Time
Air = A
Bulk _= 8
-
Contact T >,A,a -a
(Rush PCM = 2hr, TEM = Ghr.)
o
a
Cs
� ;
° i
� �
Initials
8
�'
t
� I
a
0
_D = D
— `
Paint = P
CHEMISTRY LABORATORY HOURS: Weekdays: Pam - 5 m
SO= SS
Wipe = W
Metal(s) J Dust — RUSH 24 hr. . Day
Drinking Water = DW
Y
-Prior notification Is
RCRA a f Metals & Welding
RUSH 5 day t Q day required tar RUSH
�
>a
t
3
O
�
i
�
Waste Water = W
Oth er = O
fiuine Scars f T — -
turnarounds,-
g
,,, rn
yr
1
3
3`
ASTM E1792 approved
wipe media only'
- --
du
Organics — 24 hr. ^ 3 day _5 Day
�
. ; 1
I �
I ^: I
!(I
� t
�
�
- Analysts turnarounds are subject to laboratory sample volume .and ara.notguaranteed, Yowwill be
notltfted If delays are expected. Additional lass apply for afterhouts and hoildays for all analysis types."
.�
~
�
� �
h
�
=
'E4
Date
Time
"O �r try 'Aed$ - 5 C.4 *4 � � 3�
EM Number
(Laboratory Use Only)
Special instructions: �. _
- '
. l
r (a
l o
C
E
�',
x
x
#
Collected
mmydoyyy
Collected
h tmm ayp
Client sample
ID number
(Sample 1p's must be un u
2
q
d
4
--
I
w
g
0
t
l
Number of samples received; (Additlionai samples shalt be listed on attached long Form.)
NOTE: REi vXV arralyza Incamii same as based upon r , a0on received and will not ba respom4bre hey errors or omissions in calculao"s resulting nom the inaccuracy of original date, By Signing dionticompany representative agrees that suornission ar ina
forowing samples for r%ties a s lndicpted o,;Ifls chdioof Custody shall carlstituio an anaiy,ical services agreement wish payment terms of NET 30 days, failure to comply veld pay m e nt ter m re in a t 5% montNy interest sumnargo,
Relinq By.
Daterrime:
ID
Sample Condition: On ice
Temp, (Fa) YIN
Sealed
YIN
intact
r'"y
Laboratory s i
Received 8y: T-. Datetrim: .. i CarrieF
{
Results:
I Contact
Page Phone Email Fax Date Time Initials lContact
Page Phone Email Fax Date
Time
Initials
Contact T >,A,a -a
Page Phon Email Fax Dat& P 8' Tlme ? Contact
Page Phone Emali Fax Date
Time
Initials
�.j
APPENDIX B
SAMPLE LOCATIONS
s
�
— iry
s
. . ... . . ... . ........
. . . . .........
i
APPENDIX C
CERTIFICATE
10
V t
STATE OF COLORADO
ASBESTOS
CERTIFICATION*
Colorado Department of Public Health .F . - -_- . _..._
and Environment
" NO,
0, Air Pollution Control Division
This certifies that
Matthew A. Rampy
Certification No: 11039
has met the requirements of 25-7-507, C.R.S. and Air Quality Control
Commission Regulation No. 8, Part B, and is hereby certified by the
state of Colorado in the following discipline:
Building Inspector*
Issued: 211512008
Expires on: 211512009
A
Tkjv cerrificate is valid vasty with the possasion of current Division-approved training course
certification in the discipline specified abow.
11
HAP Engineering, Inc.
CIVIUGEOTECUNICAL
May 29,2008
Gannett Residence
c/o Kyle Webb
KH Webb Architects, P.C.
7l0VV.Liouohnad Circle, Suite A
Vail, CO, 8l6j7
Dear Kyle:
RE: Preliminary Soils Report
Lot 6, Block 3, Vail Filing No. 3
03' )0 Beaver Darn Circle - Unit A
Vail, Eagle County, Colorado
Project No. 08047
At your request, vmhave prepared a preliminary soUreport5orUeduplexouLot 6,
Block 3, Vail Village Filing No. 3,0390 Beaver Dam Circle - lnit AVail,EagleCounty,
Colorado. This report is not based oo field soils and foundation investigation, Itiobusedoo
personal experience of the soils conditions in the area and visual observation of a hand dug test
pit io the crawl space ofthe existing residence.
Lot 6 is on the east side of the cul-de-sac of Beaver Dam Circle, off of Beaver Dam Road,
Town of Vail, Eagle County, Colorado. The topography of the site, is moderate to steep, sloping
to the north. On the south (up hill) side of the duplex, there is a pond. The proposed development
will consist ofuuderpiuuiuQthe existing foundation iu order nm create u lower level living area
below the existing duplex residence.
Two test pits were excavated, one iu each ofthe cruvv\ mpuuen below the duplex residence.
The test pits were about 3-foot diameter and about 4 feet deep. The soil exposed in the hand dug
&cyt pit intbccruwimpunccouxistedofooe±bctoffiUovorboovmzgruveUyo4uduud sandy gravel
with angular cobbles and boulders. At the bottom of the test pit excavated io the crawl space of
Unit B, there was ground water.
For apreliminary foundation design u bearing capacity of2O00psf can bc used. This
value will be verified by soil sampling and laboratory analysis of the actual foundation material.
We have assumed that the footings will bc supported hythe gravelly soils with cobbles and
boulders. ltia also, assumed that ground water dcvvateriug will bcdone prior to the concrete
placement for the footings.
The undersigned engineer must the soils exposed in thmftuodudon
excavation /orurify that the soil conditions are oY anticipated /nth/xpru/bnbxoryrenur1
Minimum width o[l6 inches im recommended for the continuous footings and 2 feet for
the isolated footing pads. Continuous foundation walls should bc well reinforced, top and
PD. Box %827 Edwards, CQ8l632. (070)O26-9088Tel, (97O)g26-y08PFax
u
Gannett Residence ' c/o DL}l Webb
Page 2- Project No. O8O47
May 29,200O
bottom, 0a span au unsupported length ofat least lQfeet. Aouinimom of40 inches ofbackfiU
cover is recommended for frost protection of the footing subsoils.
Tbcfbuodadooezcavud0osbooddhcfrctfr000csouYatiouopoi)o,froot
standing water. Anyoverexcuvo1ioovvithiotbe proposed foundation, should bobuokfillod,io8
inches /ouuc, level lifts and compacted to 100Y6 uf the znuxiroozo dry density and within 2percent
of the optimum moisture content as determined iuu laboratory from aStaodazd Proctor test
(\Q7MD-h9O). Structural fill, placed under footings, should he tested 6vthe engineer or her
representatives ooregular basis.
The natural on-site soils, exclusive of topsoil and organics, are suitable tomupyodligbdy
loaded oiab-ou-unadecnos�uo�on. The uub�ado for thcxlub-oo,urudc construction should be
proof compacted to detect and remove soft spots. Soft spots that have to be overexcavated and
back{lUed with structural mater and other nudersluhfiU should be constructed with the on-site
soil or other suitable material, compacted tna minimum ofg5 percent of the maximum standard
Proctor density b&QTMI}-690\. Suitable material should be free from topsoil, organics and rock
fragments greater than 3 inches.
The concrete slab should be constructed over a 2-foot layer of clean gravel consisting of -
3, inch jzravel with at least 5O% retained oo the No. 4 sieve and less than 3 percent passing the
No. 3OO sieve. A minimum of 2-fout separation must be maintained between tile hi ground
water table and the bottom uf the concrete slab. The concrete m|u6-oo-gradc should be
reinforced. and control joints scored according to the American Concrete Institute requirements
and per the recommendations of the designer to reduce darnage due to shr The concrete
slab should hc separated from the foundation walls and columns with expansion joints 1oallow
for independent movement without causing damage.
Foundation walls retaining earth and retaining structures that are latera supported
should be desicyned to resist an equivalent fluid density of 60 pef for an "at-resf' condi
Laterally unrestrained structures retaining the on-site earth should be designed to resist an
equivalent fluid density of4O puf for the ^^uctiYc" case.
The above design recommendations assume drained backfill conditions and a horizontal
buck0l surface. Surcharge loading due to adjacent structures, weight of temporary stored
construction materials and equipmcuLinclined buokbll and hydrostatic pressure due iouodradocd
haokfiD should be incorporated in the desi Everymttomoptubooldbrzoodotopreventtbe
buildup of hydrostatic pressure behind the retaining wall.
Since the proposed addition will be io the crawl space of the existing residence,
and due to the potential for a high ground water table, an underdra system to lower the ground
water table will be required, which will also serve as an interior perimeter drain, that will
da on the downhill side of the site. The drain pipe should be placed over a filter fabric
(Mira{ l40Nor equivalent) and covered with m minimum nf24 inches of-3/4inch free-draining
granular material. Geotextile (Mirafl 140N or equivalent) should also, be used to cover the free-
draining
gravel to prevent siltation and clogging of the drain.
LKP Engineering, Inc.
Gannett Residence - c10 K.H. Webb
Page 3 - Project No. 08047
May 29, 2008
This report has been prepared according to locally accepted professional Geoteclinical
engineering standards for similar methods of testing and soil conditions at this time. There is no
other warranty either expressed or implied.
The above preliminary report has been prepared for the exclusive use of Mr. Kyle Webb,
for the specific application to the proposed construction on the Gannett Residence, Lot 6, Block
3, Vail Village Filing No. 3,0330 Beaver Dam Circle - Unit A, Vail, Eagle County, Colorado.
Sincerely,
I..,KP Engineering, Inca`` PETRc-j
t'
29526 Cc
Luiza Petrovska. PE
President
J-,1 — WP12-LKP'\08047PREI.RPT,wpd
LKP Engineering, Inc.
�i
REI LAB ReservoirH Env /17C.
September 26, 2008 Laboratory Code: RES
Subcontract Number: NA
Dave Sinkbeil
DS Consulting, Inc.
10988 E. 116th Ave.
Henderson CO 80640
Dear Customer,
Laboratory Report:
Project Description:
RES 161901 -1
714
330 & 332 Beaver Dam
Cir.
Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene
and Environmental matrices by the National Voluntary Laboratory Accreditation Program ( NVLAP), Lab
Code # 101896 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM)
analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate
#480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both
Proficiency Testing and PAT programs respectively.
Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your
request. The analysis has been completed in general accordance with the appropriate methodology as
stated in the attached analysis table. The results have been submitted to your office.
RES 161901 -1 is the job number assigned to this study. This report is considered highly confidential
and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study
with personnel other than those of the client. The results described in this report only apply to the samples
analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or
any agency of the U.S. Government. This report shall not be reproduced except in full, without written
approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer
storage is requested. If you have any questions about this report, please feel free to call 303 - 964 -1986.
Sincerely,
Jeanne Spencer Orr
President ff�
rra x't ! G't G
Analyst(s):
Paul D. LoScalzo Wenlong Liu
Paul F. Knappe Rich Wegrzyn
Michael Scales Adam Humphreys
Nancy R. Adams Scott Klaus
P: 303 - 964 -1986 5801 Logan Street, Suite 100 Denver, CO 80216 1- 866 -RESI -ENV
F: 303 - 477 -4275 www.reilab.com
Page 1 of 3
RESERVOIRS ENVIRONMENTAL, INC.
NVLAP Accredited Laboratory # 101896
TDH Licensed Laboratory # 30 -0136
TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
RES Job Number
Client:
Client Project Number / P.O.
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Analyzed:
RES 161901 -1
DS Consulting, Inc.
714
330 & 332 Beaver Dam Cir.
September 25, 2008
PLM, Short Report
2 Hour
September 25, 2008
Page 2 of 3
Analyst: MS
Client
Sample
Number
Lab
ID Number
L
A Sub
Y Physical Part
E Description
R
Asbestos Content
Mineral visual
Estimate (%)
Non
Asbestos
Fibrous
Components
N
on-
Fibrous
Components
N
714 - 0925 -DW1
EM 335809
A White plaster w/ light tan paint 8
ND
TR
100
B White drywall 92
ND
35
65
714 - 0925 -DW2
EM 335810
A White plaster w/ tan paint 12
ND
TR
100
B White drywall 88
ND
20
80
714 - 0925 -DW3
EM 335811
A White plaster w/ tan paint 15
ND
TR
100
B White tape 15
ND
85
15
C White plaster 25
ND
TR
100
D White drywall 45
ND
40
60
714 - 0925 -DW4
EM 335812
A White plaster w/ white paint 25
ND
TR
10
B Pink drywall 75
ND
40
60
714 - 0925 -DW5
EM 335813
A White plaster w/ white paint 12
ND
TR
100
B Pink drywall 88
ND
35
65
714 - 0925 -DW6
EM 335814
A White paint w/ white plaster 9
ND
TR
100
B Pink drywall 91
ND
35
65
714 - 0925 -PL7
EM 335815
A White fibrous material 2
ND
90
10
B White foam 8
ND
TR
100
C Off -white resinous w/ granular plaster 40
ND
TR
100
D Gray granular plaster 50
ND
TR
100
ND =None Detected
TR= Trace, <I% Visual Estimate
Trem- Act= Tremol ite- Actin° lite
Note- Further analysis by TEM is recommended for organically bound material (i.e. floor tile)
if PLM results are <l %.
signed by
sheree O'Bb.
Date
2006.09.26
09.06'.26 -
06'00'
Data QA
RESERVOIRS ENVIRONMENTAL, INC.
NVLAP Accredited Laboratory # 101896
TDH Licensed Laboratory # 30 -0136
TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
RES Job Number:
Client:
Client Project Number / P.O.
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Analyzed:
RES 161901 -1
DS Consulting, Inc.
714
330 & 332 Beaver Dam Cir.
September 25, 2008
PLM, Short Report
2 Hour
September 25, 2008
Page 3 of 3
Analyst: MS
Client
Lab
L
Asbestos Content
Non
on-
Sample
ID Number
A Sub
Asbestos
Fibrous
Number
Y Physical Part
Fibrous
Components
E Description ( %)
Mineral visual
Components
( %)
R
; Estimate (%
N
714 - 0925 -PL8
EM 335816
A White fibrous material 2
ND
90
10
B White resinous granular plaster 48
ND
0
100
C Gray granular plaster w/ white foam 40
ND
TR
100
714 - 0925 -PL9
EM 335817
A White /light blue fibrous material 5
ND
80
20
B White resinous granular plaster 47
ND
0
100
C Gray granular plaster 48
ND
TR
100
ND =None Detected
TR= Trace, <I% Visual Estimate
Trem- Act= Tremolit a -Acti nol ite
Note: Further analysis by TEM is recommended for organically bound material (i.e. Floor tile)
if PLM results are <I %.
Digitally
signed by
SMr OSI1.
oah
2008 09.26
a9.05s7 -
M . m .
Data QA
Due Date:____
Due Time: >ai i luiz Re- servoirS Environmental, Inc. RES 161901
5801 Logan St. Denver, CO 50216 • Ph: 333 064.1986 - Fax 303.477 -4275 • Ton Free Me RES :-ENV
SUBMITTED BY: INVOICE TO: (IF DIFFERENT) CONTACT INFORMATION:
Company DS C I nc.
Company,
contact gave Slnkbe
Contact:
._�-.--
Address: 1 E . 116th Ave.
-
address:
_..._._..._ ._.......�......
Phone: _
__._...»_.,__. ._..�- _„__W._.„._...,._.
Phone:
Henderson, C 8D640
�
Fa> — 303 - 286 - 9094 - ^
q ge Phone Email Fax
Air= A
_ Bulk = 8
ca;upagor. 720- 201 -6611
(Rush PCM = 2hr, TEM = $hr.)
Froject Numear andior F. Cf. M rvx g �_- �� � ����
_. _..�.._._.
Final Cara Cielimratte Email Address
dsconsult in msn.com
Froiect0escrzpiianA.xatiwr:._
2 ici G i �^ -
ASBESTOS LABORATORY HOURS: Weekdays ,.. lam - 'T m
REQUESTED'.ANALYSIS
Date/Time: +�
VAI..lD MATRIX CODES
LAB NOTES:
LM ! CM 1 TEM RUSH (Same Day),,,_,,,,, PRIORITY (Next Day),_,,,,ST'ANDARD
� '
t €
I
�
a
q ge Phone Email Fax
Air= A
_ Bulk = 8
_
(Rush PCM = 2hr, TEM = $hr.)
Initials
O
! i
p ° !
j
f
`
0
0
Contact
Dust = D
Paint = P
initials
CHEMISTRY LABORATORY HOURS: Weekda s: Bata - m
Soil S
Wipe = W
Meta I Dust „.„_„ RUSH, 24 hr. _3-5 Day
Drinking Water = OW
Wa ste Water = WW
-Prior notification Is
RCRA 8 t Metals & Welding
RUSH 5 dayI0 stay required for RUSH
,,,,_ ,_,_
r2. i
N l ¢ ,
� : x l
�
�
�
'
Oth er = O
-----
_
Fume Scan! TCLP turnarounds. ,.,
Organics __-_ 24 hr. _ 3 day �5 Day
�'
>` O
N t {
i �
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a
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`•ASTM Et 792 approved wipe media only'
—°
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following samples for requested analysis as Indic] Cn iS CIA cf Custody shall constitute an analytical services agreement wO payment terms of NET 30 days, failure to comply whit payment terms may result in a 1.5% monir interest surcharge.
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Date Time Initials
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31 �-�).1O5
MAR 1 2009
TOWN OF VAIL
-Sao- L � l G
11 Ar
\--" P 1�-" T mt-14
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT
Job Address: 330 BEAVER DAM CR VAIL
Location.....: UNIT A
Parcel No...: 210107112007
Project No
OWNER GANNETT, KATHRYN
690 ARDSLEY RD
WINNETKA
IL 60093
APPLICANT INVISION COMMUNICATIONS
P.O. Box 2001
Edwards
CO 81632
License: 630 -S
CONTRACTOR INVISION COMMUNICATIONS
P.O. Box 2001
Edwards
CO 81632
License: 630 -S
06/19/2009
06/19/2009
06/19/2009
Desciption: INSTALL NEW FIRE ALARM SYSTEM
Valuation: $1,500.00
Permit #:
A09 -0040
Pao g va-7 (-e
Stat us ...:
ISSUED
Applied..:
06/19/2009
Issued
. .. 07/22/2009
Expires.
.: 01/18/2010
Phone: 970 - 926 -1896
Phone: 970 - 926 -1896
#######+##########*##+####+### k+##+## # # # # # # # # # # # * # # * + * # #k #k #k # +k + + ## FEE SUMMARY ##*******+*++* k**+**+*####### # * * # # * # # * #k # * * * * # # * * #k * # * # * # # *#
Electrical --------- > $0.00 Total Calculated Fees - -> $ 344.25
DRB Fee --------- > $0.00 Additional Fees---- - -- -> $0.00
Investigation ---- > $0.00 Total Permit Fee ------ > $ 344.25
Will Call--------- > $0.00 Payments---------- - --• -> $ 344.25
TOTAL FEES - -> $ 344.25 BALANCE DUE--- --- - -> $0.00
Approvals:
Item: 05600 FIRE DEPARTMENT
07/06/2009 drhoades Action: AP Unit A, approved as noted on plans. Ciarit:
of
3 rooms needed but will confirm use of those rooms at inspection. Wireless
system.
CONDITIONS OF APPROVAL
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 -47 ROM 8:00 AM - F PM.
TOWN OF VAIL, COLORADO
Statement
Statement Number:
R090000889 Amount: $344.25 07/22/200902:48 PM
Payment Method:
Check Init: JLE
Notation: 2019
INVISION
COMMUNICATIONS
-----------------------------------------------------------------------------
Permit No:
A09 -0040 Type: ALARM PERMIT
Parcel No:
2101- 071 - 1200 -7
Site Address:
330 BEAVER DAM CR VAIL
Location:
UNIT A
Total Fees:
$344.25
This Payment:
$344.25 Total ALL Pmts:
$344.25
Balance:
$0.00
ACCOUNT ITEM LIST:
Account Code
Description Current Pmts
-------------- - - -
BP 00100003111100
- -- ------------------------ - - - - -- ------
FIRE ALARM PERMIT FEES
- - - - --
56.25
PF 00100003112300
PLAN CHECK FEES
288.00
.,: ....................... ... ....... . ..........................................................................
......... ... .... ... ------------ ....... * ........ ... . .............. :
Project/Street Address
Project #:
.......... ... ................ 0 t
Building Permit #: _
Contractor Information:
Alarm Permit #:
Company: CaA�
............ ................. .................
: ................. .....I......................... ... ...
Company Address: VDC) I
(A Wc)�_ v6 '5 State: C ` 5z �
CRY: zip:
Contact Name:
Contact Ph: alo-�2_6-R) 6Cell.__
E-Mail ')iQ
Co
Town of ctor Registration No.: 10-
X
—re (r,
Contractor Si Silreqired)
.................................................... ............
Property Information
- 11 -00 1
Parcel#
Legal Description: Lot #: Block #:
Detailed Description of Work: J UQ
a k ck-yyv,- .SCI 5_&h
(use additional sheet K necessary)
........................................................................................................
Value of Fire Alarm:
(Labor & Materials)
........... ......................... .................................................................
Work Class:
New Addition Remodel ) Retro-Fit/
Repair Other
......................
Work Type:
Interior VExterior Both
. ......... ........ .......... ...........................................................
Subdivision. ........ .......
Type of Building-
Building/Complex Name:
Single-Family Duplex a Multi-Family
Owner Name: K o, � Rr-o-nn t
Commercial Restaurant ) Other
-Ai
(For parcel #, contact Eagle County Assessors Off ice at 97o-328-8640 or visa ... . ... .. .... .. ...... .......... ...... ...............
www.eaglecouty.us/patie)
............. . .................................... ........................ I ..............
: Date Receive
.. d:
Does a Fire Alarm Exist? Yes No
Does a Sprinkler System Exist? Yes ( )
No
V
VAJJ_ IfIrf _.ff 7
Approved as Submitted 13
Appr as Noted
.4 L
IWA 1-0.5VU
i l ��
VYAA I
TOWN _IL,_
FIRE ALARM PERMIT
Commercial & Residential Fire Alarm shop drawings are required at the time of
application submittal and must include information listed on the 2 nd page of this
form. Application will not be accepted without this information.
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
TOWN OF �AII
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT Permit #: E09 -0054
ADUP Project #: PRJ08 -0276
Job Address: 330 BEAVER DAM CR VAIL Status ...: ISSUED
Location.....: UNIT A Applied ..: 05/13/2009
Parcel No...: 210107112007 Issued. .: 05/15/2009
Expires . .: 11/11/2009
OWNER GANNETT, KATHRYN
690 ARDSLEY RD
WINNETKA
IL 60093
APPLICANT D.P. ELECTRIC
P.O. BOX 711
EDWARDS
CO 81632
License: 119 -E
CONTRACTOR D.P. ELECTRIC
P.O. BOX 711
EDWARDS
CO 81632
License: 119 -E
05/13/2009
05/13/2009 Phone: 970-926-4140
05/13/2009 Phone: 970-926-4140
Desciption: WIRING FOR BASEMENT ADDITION
Valuation: $18,000.00 Square feet: 1511
„*......,,.......«.«.«,.,, ,. *„ * *.. *. « * *.. * * *. * *.... * *..., .. FEE SUMMARY..,...,....,*.,.*..*.,..*. *.. *..... *.......,..,.,..,,.,�.
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
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 SHALk � MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE FROM 8:00 AM - 4 PM. ,
re of Owner or
PF F61
Print Name
Date
elec_prm_041908
Electrical Permit Fee --------- >
$86.25
Total Calculated Fees - ->
$90.25
Investigation Fee--------- - - - - ->
$0.00
Additional Fees ---------- >
$0.00
Will Call Fee--------------- - - - - ->
$4.00
Use Tax Fee ------------------- >
$0.00
TOTAL PERMIT FEE --- >
$90.25
Total Calculated Fees ------- >
$90.25
Payments------------ - - - - ->
$90.25
BALANCE DUE ---------- >
$0.00
APPROVALS
Item: 06000 ELECTRICAL DEPARTMENT
05/13/2009 JLE Action: AP
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
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 SHALk � MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE FROM 8:00 AM - 4 PM. ,
re of Owner or
PF F61
Print Name
Date
elec_prm_041908
TOWN OF VAIL, COLORADO Statement
Statement Number: R090000490 Amount: $90.25 05/15/200910:45 AM
Payment Method: Check Init: SAB
Notation: 25319 DAVE
PETERSON
Permit No: E09 -0054 Type: ELECTRICAL PERMIT
Parcel No: 2101 - 071 - 1200 -7
Site Address: 330 BEAVER DAM CR VAIL
Location: UNIT A
Total Fees: $90.25
This Payment: $90.25 Total ALL Pmts: $90.25
Balance: $0.00
************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
EP 00100003111100 ELECTRICAL PERMIT FEES 86.25
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
ELECTRICAL PERMIT
Proiec Street Address:
1?) 1 Vty
(Number) (Street)
(Suite #)
Building/Complex NameAO-d
� - ..... ............. _ ..... ... .. I .... .... ..... . .... .. ..... . ..... ...... ... ... 1.1"...- ......... ... ...
Contractor Information;
Compa � �VGOYI lkcbL�
, Office Use:
Project #:
Building Permit y � L, ( o - 1i -
Electrical Permit ft:
Lot #: Block #
20 Subdivision:
Company Address'.
City: e�A\M"V S _ State: CA) _ Zip: Y�
Contact Name
Contact Cell:
E-Mail
TowInVa ContractorAi�lrati nNo.".. IR�L,/
'ra
X
Co ntractor ontractor Signature (req Iredk
Detailed Description of Work;
O's ArN
(use additional sheet ff necessary)
. . . .. .. .......... .... ......... .... .. . ........
Work Class:
New Addition� Remodel( )Repair( )Other(
. .............. ............
.. .......... .......
Type of Building:
. .................. I ............. I ....................... . ....... ......................... . ..... .....
";'r`operty Information
Parcel A ,l C) Ob-1
(For parcel #, contacl Eagle County Assessors Office at 970-328-8640 of
WISIt wV+ eaglecouty.us /patie)
Tenan
l Name
Owner Name.
.............
COMPS ETE SO. FOOTAGE FOR AREA OF WORK AND VALUA-
TION Q F WORK (Labor & Material)
Amou t of SO Ft.:
Elect al %
Single-Family Duplex • IV Multi-Family Commercial
Restaurant ) Other
. .... ... ... ... . . . ... .. ...
Date Received;
(ID I U W IE
MAY 1 2 2009
TOWN OF VAIL
May, 12, 2009 10:17AM No. 9918 P. 2
NOTE: THIS PERMIT MUST BE POSTED ON JOBSI TE AT
NWNOFVA!!
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970 - 479 -2139 f. 970.479.2452 inspections. 970.479.2149
MECHANICAL PERMIT
ADUP
Job Address: 330 BEAVER DAM CR VAIL
Location.....: UNIT A
Parcel No...: 210107112007
OWNER GANNETT, KATHRYN
690 ARDSLEY RD
WINNETKA
IL 60093
APPLICANT R & H MECHANICAL LLC
PO BOX 810
EAGLE
CO 81631
License: 184 -M
CONTRACTOR R & H MECHANICAL LLC
PO BOX 810
EAGLE
CO 81631
License: 184 -M
05/11 /2009
05/11/2009 Phone: (970) 328 -2699
05/11/2009 Phone: (970) 328 -2699
Desciption: INSTALL RADIANT HEAT SYSTEM FOR NEW BASEMENT, BOILER, VENTS
AND FANS, KITCHEN HOOD
Valuation: $19,000.00
ALL TIMES
Permit #: M09 -0062
Project #: PRJ08 -0276
Status ...:
ISSUED
Applied ..:
05/11/2009
Issued . .:
05/20/2009
Expires. .:
11/16/2009
++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +FEE SUMMARY ++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Mechanical Permit Fee --- > $380.00 Will Call ------------ > $4.00 Total Calculated Fees --- > $479.00
Plan Check ------------------- > $95.00 Use Tax Fee ------ > $0.00 Additional Fees------ - - - - -> $0.00
Investigation------------ - - - - -> $0.00 TOTAL PERMIT FEE --- > $479.00
Total Calculated Fees - -> $479.00 Payments------------ - - - - -> $479.00
BALANCE DUE --------- > $0.00
APPROVALS
Item: 05100 BUILDING DEPARTMENT
05/19/2009 JRM Action: AP
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond: 23
(BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond: 25
(BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC.
Cond: 31
(BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
mechcanical_permit_041908
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 F R INSPECTION ALL BE1VIADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 O AT OUR OFFICE FROM 8:0(
AM - 4 PM.
6
Signat6ae6f Owner or Contractor Date
Print Name
mechcanical_permit_041908
TOWN OF VAIL, COLORADO Statement
Statement Number: R090000521 Amount: $479.00 05/20/200901:04 PM
Payment Method: Check Init: SAB
Notation: 15171 R &H
MECHANICAL
Permit No: M09 -0062 Type: MECHANICAL PERMIT
Parcel No: 2101 - 071 - 1200 -7
Site Address: 330 BEAVER DAM CR VAIL
Location: UNIT A
Total Fees: $479.00
This Payment: $479.00 Total ALL Pmts: $479.00
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------- - - - - -- ------------------------ - - - - -- ------ - - - - --
MP 00100003111100 MECHANICAL PERMIT FEES 380.00
PF 00100003112300 PLAN CHECK FEES 95.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
! R . w� a .H'i::'.r�i1iA:t:'t k.N • I'
k:i ..!" •'` � r z .4_�.i:� °�_: t.; .5
Alt , n
^t V . 'e y. ��1' ':�. '.�� btit� k .0 {t ". .r".•iv .'1,!Fiit'�I-,':�j
&&,, ��� ,� a �n1,y� :: � °q�'� , �j'�; 'F' �,.a - :: ' ,��.. t a
d r�f� � i YC}� C�1Ief
}i1 +A i�J ,tea i °L� :s- y l, . S e
.Sam' Fa+ i'. •ti�u.. ! r S�F31u�!fl ��i��Sl�t�,i�"�fl:�i.
t��' 1>nY.c, ..: _
MECHANICAL PEIRMIT
iler /Furnace Aoolications MUST include:
16 / Mechanical Room Layout /Plan with Dimensions
4 Combustion Air Duct Size and Location
Ri Flue or Vent Size
❑ Gas Piping Plan (if applicable)
Z Heat Loss Calculations*
4/ / Equipment Cut Sheets for Boiler /Furnace
*Not required for same size (BTU) boiler replacement with no system
changes, or snow melt
Fireolace Applications MUST include:
❑ Equipment Cut Sheets for Fireplaces /Log Sets
(Manufacturer's info showing make, model & approval listing)
PygjeFtt Street d
_5 1 9 m ress:
aww aw-p-. A
(Number) (Street) (Suite #)
Building /Complex Name:
_..... _ ..... .... ..:....... .... . .....
....:...... :....::..:......:_.....
Contractor Information:
Com an 1 lA me c "r-A R (Ll.c
Office Use: O ��
Project #: (� I I ( _
Building Permit* � /,1 X0 3 .�
'1
Mech nical Permit #; V ` — I (1 �� ,�,�� _
Lot # Block # � Subdivision: Val ( 1
Compan ddress: r Detailed Description of Work: IBS 1Zt� t �L� �t 6,4/0 V1�
City: i1 I ( State: l y zip: �
Contact Name: l0 1 �{ l Vl•}1/�`�` l GYt, - — �.} I
Contact Phone: 8 ( (use additional sheet if necessary)
:E-Mail 1 I� S �� i} c1W1�t G�'1 I L (,� I o Gas Piping Included
i ��� o Gas Piping by Others
Town f ail Cont rac r Registratio n No.:
a Wood to Gas Fireplace Conversion
;X
Boiler Location:
Contractor si at re (required)
__ .::.....::.::.:... �.._ � .::.. .........:...........:...::...: ,.:..::.::.::.� . �..:.....::...., Interior ) Exterior ( ) Other ( )
Property Infor ation - ................ _ _._..... .
'1,r
Parcel #: +o " D 7 1 - 0 J Uy� Number of Existing Fireplaces:
(For parcel #, contact Eagle County Assessors Office at gR) 32&8640 or is Gas Appliances ( ) Gas Logs ( N�let )
visit www.eaglecouty.us /patie)
Number of Proposed Fireplaces: A
'Tenant Name:
(C�o1mm rcial P operties)
Owner Nam th l Y1 Y �t
Complete Valuation for Mechanical Permit:
Mechanical $: I
Gas Appliances ( } Gas Logs ( ) W Yl l let ( )
Type of Building:
Single- Family ( ) Duplex k Multi - Family { ) Commercial ( )
i. Restaurant ( ) Other ( )
Date Received: Fn - iE - nnu — wiE
MAY 0 8 2009
T0= = VAIL
All
(.0 t
T p- �t- 0 & ((,- �
HI'3k
0 = 1
O b� fje�
r v
F./af 5
Beaver Dam A
HVAC Load Calculations
for
KPB Development
IN V�� H yo D
Prepared By:
Houston
R &H Mechanical
825 Chambers Avenue
Eagle, Colorado 81631
970 - 328 -2699
Wednesday, May 06, 2009
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Project Title: Beaver Dam A
Designed By: Brian Bahr
Project Date: Wednesday, May 06, 2009
Client Name: KPB Development
Company Name: R &H Mechanical
Company Representative: Houston
Company Address: 825 Chambers Avenue
Company City: Eagle, Colorado 81631
Company Phone: 970- 328 -2699
Company Fax: 970 -328 -0234
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Reference City: Eagle, Colorado
Daily Temperature Range: Medium
Latitude: 40 Degrees
Elevation: 0 ft.
Altitude Factor: 1.000
Elevation Sensible Adj. Factor: 1.000
Elevation Total Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference
Winter: -25 0 30 72 34
Summer: 94 69 50 75 1
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Total Building Supply CFM: 206 C Per Square ft.: 0.159
Square ft. of Room Area: 1,295 Square ft. Per Ton: 0 **
Volume (ft') of Cond. Space: 12,950 Air Turnover Rate (per hour): 1.0
(htg.)
* Based on area of rooms being heated or cooled (whichever governs system) rather than entire floor area.
** Based on area of rooms being cooled.
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Total Heating Required Including Ventilation Air: 15,848 Btuh 15.848 MBH
Total Sensible Gain: 0 Btuh -1. #IND %
Total Latent Gain: 0 Btuh -14IND %
Total Cooling Required Including Ventilation Air: 0 Btuh 0.00 Tons (Based On Sensible + Latent)
0.00 Tons (Based On 75% Sensible
Capacity)
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Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
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Miscellaneous Report
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Winter: -25 0 30 72 33.73
Summer: 94 69 50 75 1.43
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Main Trunk Runouts r, .•..
Calculate: No No
Use Schedule: Yes Yes
Roughness Factor: 0.00300 0.01000
Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft.
Minimum Velocity: 650 ft. /min 450 ft. /min
Maximum Velocity: 900 ft. /min 750 ft. /min
Minimum Heights 0 in. 0 in.
Maximum Height: 0 in. 0 in.
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Winter Summer
Infiltration: 0.250 AC /hr 0.000 AC /hr
Above Grade Volume: X 12,950 Cu.ft. X 0 Cu.ft.
3,238 Cu.ft. /hr 0 Cu.ft. /hr
X 0.0167 X 0.0167
Total Building Infiltration: 54 CFM 0 CFM
Total Building Ventilation: 0 CFM 0 CFM
- -- System 1 - --
Infiltration & Ventilation Sensible Gain Multiplier: 20.90 = (1.10 X 1.000 X 19.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 0.97 = (0.68 X 1.000 X 1.43 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 106.70 = (1.10 X 1.000 X 97.00 Winter Temp. Difference)
C:1Documents and SettingslhwrightlDesktoptBeaver Dam Road - side A.rhv
Load Preview Re
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Total Building Summary Loads
l ';.
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, i. �,..,•.Sf'u °t x riCn'in'_i:2!!i :i„ r ._r ,iii- !?(iWi �.n.acr: "'3� _ � -,�7 _ »�: y g�
4a a, - . m ...r� ifir. , ,., r a�s 4 ..c�S°k. a, ifi�.e.'si daP• .: �,.: ,,..,; �,s�• ,,:!!, l�' , :z I�ri �" s , .. ., a 7r a 3:,, 11Y � #', Ar!Ir.Q }.
urri�� 5+ ..... a o: Glazing - Double pane low -e (e = 0.40), operable 54 1,440 0 0 0
window, wood with metal clad frame, u -value 0.275,
SHGC 0.19
3A - - o: Glazing - Double pane low - e (e = 0.40), operable 18 925 0 0 0
window, wood with metal clad frame, u -value 0.53,
SHGC 0.61
Custom Wall: Wall- 948 2,758 0 0 0
Custom Wall: Wall- 140 2,580 0 0 0
21 B -20: Floor- Basement, Concrete slab, any thickness, 2 1295 2,387 0 0 0
or more feet below grade, R -3 or higher insulation
installed below floor, any floor cover, shortest side of
floor slab is 20' wide
-- _ -- -- - - - - -- - - - -- - - - -- — - -- ... .... __ ........ . __. -.. _. -... ........... .._ .
_ - --
Subtotals for structure: 10,090 0 0 0
People: 0 0 0 0
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration: Winter CFM: 54, Summer CFM: 0 5,758 0 0 0
Ventilation: Winter C 0, Summer CF : 0 0 0 0 0
Total Building Load Totals: 15,848 0 0 0
- �:iiia� "k;m''. Kn�[�+: � �1'i!ssi�: °r, •- _ 44i �4 2 :'£: �: - !u:,rt.s.'.•r" -_ � !11 i, ;:3jeiec ^eEn s:r�3 s!'y.”
:.. .r , ...a::,a�: ,... 3'P -. �SYE�� -a ;E aa: uw..:!� ys� . '"u3!!i � a = -�4>3� n'•��' �31t.'� a r,'w�3�r4n €�i� ,�:d, �::: trr��i'3 "�'ry(`r= V�� €!� -
::
Total Building Supply CFM: 206 CFM Per Square ft.: 0.159
Square ft. of Room Area: 1,295 Square ft. Per Ton: 0 `*
Volume (ft') of Cond. Space: 12,950 Air Turnover Rate (per hour): 1.0
(htg•)
Based on area of rooms being heated or cooled (whichever governs system) rather than entire floor area.
** Based on area of rooms being cooled.
n °c u,; •a _-, ;,a: ±F'4, .n ".!•' :io3i;iciLa 'rlla'?ii ncs =i ° nR° ..r ..:! = i r +:akf "i:3lR +' r. •r. sn r :.,^ r, • -
01 fiff r' i P .� k ' t' @sYG 13,d •: € iP• -r 3 y ?CI '_•: s �; °2i s4
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rk� 3 �'. «k3r..n _•n ....d?�,. „ : dk o:a. c3g7mu. us,t ,: S,..ifu6�+ :S'.:a•tp,l : 3!eunv.
Total Heating Required Including Ventilation Air: 15,848 Btuh 15.848 MBH
Total Sensible Gain: 0 Btuh -1. #IND %
Total Latent Gain: 0 Btuh -14IND %
Total Cooling Required Including Ventilation Air: 0 Btuh 0.00 Tons (Based On Sensible + Latent)
0.00 Tons (Based On 75% Sensible
Capacity)
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Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:0ocuments and Settingslhwright\Desktop\Beaver Dam Road - side A.rhv
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.�n.. ... , :.: :s:rt f:._. :9r• .,.:_:.,.i..... .:: =a:�.,. s , a =,� ?:r::•,,.. ° �i?ta-�+!=:!t!s; = sa 3 st r�isldi3 +f ;IPF.�. ssa;: ? =:, a a16L'ii16i. "'- :�a�rr - i
=�i: •
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s, .. >.... , f, :e.. rc „2.ti s » .t inrc.•.. t _i:.f...., r : ir....isE......... rit..........6 3 nd_'? Ir .:a s:a:••: , ulvo�i! ?¢ifea;y! ... ,..P: .
... .:::�..Z�dr ?•: f...:. ...x.rt' ...,.w.:. .n. _.Wlrr. .. ar;.ec�??,Pr.�,..., n. r n, uu.- :..... r. ,.. vu .:..,:
...., ., E.�. -,_,. sr... ...::4: n :....._ .uv .. �r.n r .. r ..:_S.{:Ni :IS:� c.: ,. : $4an.•_ a .. 4SuG3L.;_t. ,, { 1 •ni ^3.. n= :4'sa'`d'., ... ... .';iiifi,f rlu? Sii:a'iE}' H
.� I�, { �� 8�$ ?�: r:.: d.,: rr:._.••.; rsEf:r su. Y r, ,, .._a,.,...:..:a:••: =srs,.,.a. .:.... i 31 t.r..A =ar3 -H . a,.:a: ..,T.3;iP.(:.,, ,� ,E:l.a•�,3 _ _.r... ..rl... _
.: a.... - ... -.._.. s... .....i•.., sex.,,._s.n. _. , _...rn4r.• =s,. s.'-•- »....k..:...xaa: hit......... �.ru,a,rrt. ...... svf•f:':l;•it:.
..
_ ..._r•, -..• .:�.;n�;l...r.fE_:.. :.;tsi;: • ....,.,,. -_ .;v34ii.i
Building P Chart
Floor 15%
Infiltration 36%
Buildin
Loss�
15,848
Btuh
:
Wall 34%
i
E
Glass 15%
Building
Gain
0
Btuh
100.0%
u:tuucumenis ana 5ettingslhwright \Desktop \Beaver Dam Road - side A.rhv
CADocuments and Settingslhwright\Desktop\Beaver Dam Road - side A.rhv
e ? i . F. ?: ,.,•:: ;K , is _ ,...•
•.,_.... «.. �:. •.. � ,.... ..: •.: ib .�, ,iii ..i,F:,,....:�- ..i:: =' ., n:i.r }.f:[a:4::�!,;:� :., i ., r, i f.:.. �b2
1y :?
... ....'.'i4-T ..r. ?::n=: ?ia� }i.iiii�'a
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i r�h. ,� h , ._:iFFZ?= 1133 , }! tS ;..., iJ..... .b.n s i't:ruu.,, x Fsc •:. ,. ? .r,. ..�., E j'u'g " =L,„ • . �5 :'.: �r.n
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.1 . i Y::t•Y i ::::tt::li:i':�:'t[,jr. jf H.i..il:•..::i:•r .Sf ?t Fi�. . =.: :cF'ilSfi .��t�'i� ?Ilif:i�:. ^.. .t�•:U'.'j:li {lii� RXi� ��f
rc ifn?4•::::_3', �, i ?.F'.. s:. ij?�'a i= .r .13j �x3 3'Fu,'iE.......- ...SL..a:=r« r a,[ ,.. as .i ti.. , leiiitt��iF:i=: • er r!'�::5. t Iii «: ; ::::
'1' .. [ 4•;•:.., , � i.4 i : �.:: s., ii.Fi..uu'd� .7 -K... - ..+,'it, a ip'rihEHFP,1 �}. Sb ftt �Fd ::.f vn$ v .. - iii..... eta'iv'i:': ar -Fi.., ..:�. , :!E ?ri!i �•. ' :9i�i r
._ r5 =._ vlsw- :•- ...:v:i!j „Fn :: I- L•,. ^u' �E5r -:• ^ a: :..s -n:, .. ...,$iregicV_iiS: C!.:i.r: r L.... � �•i {nU 'i .., i;,.., u- it _ir.: ,.
Building B Graph
6,000
5,000
iia i
t
4,000
i”
d �
2
Building
j
tfi
Loss
3,000
j
15,848
Btuh
2,000
i
1,000
�i
s
0
Floor 15% Wall 34% Glass 15% Infiltration 36%
60
50
40
Building
Gain
30
0
Btuh
20
10
0
1
CADocuments and Settingslhwright\Desktop\Beaver Dam Road - side A.rhv
S stem 1 Beaver Dam A Summary Load
-a -o: Glazing-Double pane low -e (e = 0.40), operable
54
1,440
0
0
0
window, wood with metal clad frame, u -value 0.275,
SHGC 0.19
3A -a -o: Glazing - Double pane low -e (e = 0.40), operable
18
925
0
0
0
window, wood with metal clad frame, u -value 0.53,
SHGC 0.61
Custom Wall: Wall-
948
2,758
0
0
0
Custom Wall: Wall-
140
2,580
0
0
0
21 B -20: Floor- Basement, Concrete slab, any thickness, 2
1295
2,387
0
0
0
or more feet below grade, R -3 or higher insulation
installed below floor, any floor cover, shortest side of
floor slab is 20' wide
Subtotals for structure:
10,090
0
0
0
People:
0
0
0
0
Equipment:
0
0
0
Lighting:
0
0
0
Ductwork:
0
0
0
0
Infiltration: Winter CFM: 54, Summer CFM: 0
5,758
0
0
0
Ventilation: Winter C FM: 0, Summer CFM: 0_
0
0
0
0
System 1 Beaver Dam A Load Totals:
_
15,848
0
0 v
0
Supply CFM: 206 CFM Per Square ft.: 0.159 "
Square ft. of Room Area: 1,295 Square ft. Per Ton: 0 `*
Volume (ft of Cond. Space. 12,950 Air Turnover Rate (per hour): 1.0
(htg.)
Based on area of rooms being heated or cooled (whichever governs system) rather than entire floor area.
** Based on area of rooms being cooled.
,••:, ai: ".: + ii: ":ill i'na : `• �. ri•�. °iuvef! ° h G i:, '+Jr. ail .i+=lc:fi!.i"F. g •r,,q ^na�' .' r ^ .�..
•�� . � ':{ d�`.;.t' � i'iiv: r , ...i'�:'l' rn . ...I.r`i+: `�a,r;r�:: � t� ",,, ; r:�; Syic,i' ; ! ... a� _ -• ..�::' -ia i � 4 � :.:: ��li'IW'�!: I . �'•,;�r:, ; . �.� -_."'r � ll,�:�.�Ju;e�� ��rs�� �+ ; ¢rUi�i
Total Heating Required Including Ventilation Air: 15,848 Btuh 15.848 MBH
Total Sensible Gain: 0 Btuh -1. #IND %
Total Latent Gain: 0 Btuh -1. #IND %fl
Total Cooling Required Including Ventilation Air: 0 Btuh 0.00 Tons (Based On Sensible + Latent)
0.00 Tons (Based On 75% Sensible
Capacity)
a
a ' cisn:i{'i!iii!riEtiF' ''Tr ,; mtf "f, _, taei+ u:i - - ::3i�,�.,,iomPei i iir- i' - a3i ir' " • „ ui q' - -r :•a::r er.•r "
';" ritar., -,� :r, a„<� > : ,• , .,.,. r � "'r' :. ;�;�'� u'h�, .. �I!«_ , :r3::•a9;� +,,;:•s y. i . r .,. �� �[ u ��_::?,,r��___i . •r �l r !a � � ��� .:
°! � °' n.r w ':;i3r:,,:.i.. .. �.l or���:. y,.r. ���_.�,� : •', = �!� ��?!"`iisiii'`�xil�`•r�t�'�
Ar. .. � rR, rte:.;. . < � ...,.. _ .. ...........m•.� .,; ..
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
U\uocuments and Settingslhwright\Desktop\Beaver Dam Road - side A.rhv
•:. ;,t,,y.�. p •; ::. +.; _ :: � , • : : 1 . "- ,. &3>irii:'r.!'4in:p! _, ..'.:eaa,,. a49�5i }ej: :: y: 3!cic " =4 °sic;",:.,.; ::. • :3i +�uiru a} + +.�'r} .::....
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..... s . r _a -. ....- .- ..t.... •, e.....ra : ..:.i .....: •. s,a.N n.:::x_.. _.r:.a• .R r_..a _st ": 4:i �.x:S : M
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::.�.! _ ... �.. .. r, rS,E!}.iLf.4. .ss.. :..... a. _.. _. • „ l4:3,.... ! diE........a.:Gnnrf .8.� '•n, i..e - „,:. :,}::::t!c:..,: . ,... .. :e sir' a!3SSiirS �'• »<._= : Ei!! ?i }3P:.}:i;.':�r ,.
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s }R:..,,e >xl�e.i.;fl, .. , .. u.r n i _a•, . �.,rN }t..t . r r: !r. td .,34 r...E::nF:..r3.:r ...5...• xP , ...rrav,.f.._ - th . vet:w::: ....: , . ..t.uti �.c�`::: "..:.,.t :,..v, . .•f :e :
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.....i...v,.r. : ..... ........:• nrd • n=F . v..r!,.4.. ..: • . Gst ....,... ; ..3 s....�rni snit ...n.3.....•, r r.....Etn a . n•,...._ - rrrs.l r , ....:• }?.....:....,. .
..... ... ... . ?.,....3,a_... ... r.=..._ ........ ,., r.. ..,. �•. .., ,anrr r. .. ...4i. u,:n:;;a r .,...ii,..... p:d:u r.: »:::=x,iL, .::: •.rt n, n.. c.v,.,,aa: aqu!! ?•7:'• ^f•;r!at'tiE3 . -.�
,: ..:... ...... :�...,? .:!•, . ,... _...._wart itt.. .... ; . +il...tn , , ...,.. e....t er.r!. . 4 c_.a.,l. • .. -- :}::::.. i....... ... ;,::......,; 4
, ::...ar..4:nrE ?:: _ut :... —!}:� 4.L : ,f •:n
��'� i� �,.!�;I}& .3. }: s:'�n._....._.t..__...'•n, a -:: n _. 4,: r„ rn =!. t., n ... ...........4:e:y::!r } : E. .,n... } ,_....i.,
.... ,. a - ..r:::.r..,a . t .... vv,.... _ ::.:..♦ .,4,.r...... ,. !ea',i,n!n rr ^•e4;;!3 c•a .e :, ?T�Rr °: A - :....rrkiraa:3hE: s14Irr�� 13
S ystem 1 Beaver Dam A Pie Chart
— I
Floor 15%
Infiltration 36%
System
1 Beaver e �”
Dam A
Loss
15,848
Btuh
Wall 34% n
1
Glass 15%
System
1 Beaver
Dam A
Gain
0
Btuh
100.0%
C:1Documents and Settingslhwright\Desktop\Beaver Dam Road - side A.rhv
IN tip IN 0.
g ilia
ENT I.
1 I Beaver Dam A Bar Graph
5,000 Off
System
I Beaver
Dam A
3,000
Loss
Btuh
2,000
Floor 15% Wall 34% Glass 15% Infiltration 36%
System
1 Beaver
Dam A
30
Gain
C:\Dooumentn and Settings\hwrigh8Deokjop\Beaver Dam Road ' side A.rhv
C:\Documents and Settings\hwright\Desktop\Beaver Dam Road - side A.rhv
Fs 1, Zone I Summary Loads (Average -Load Procedure for Rooms)
bm-NUMPU I.Ell
!
PIR
3A-a o: Glazing-0ouble pane low-e (e = 0.40), operable 54 1,440 0 0 0
window, wood with metal clad frame, u-value 0.275,
SHGC 0.19
3A-a-o: Glazing-Double pane low-e (e = 0.40), operable 18 925 0 0 0
window, wood with metal clad frame, u-value 0-53,
SHGC 0.61
Custom Wall: Wall- 948 2,758 0 0 0
Custom Wall: Wall- 140 2,580 0 0 0
21 B-20: Floor-Basement, Concrete slab, any thickness, 2 1295 2,387 0 0 0
or more feet below grade, R-3 or higher insulation
installed below floor, any floor cover, shortest side of
floor slab is 20 wide ... . .... ... --------- .. . .......... ...... .. . .
Subtotals for structure: 10,090 0 0 0
People: 0 0 0 0
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration: Winter CFM: 54, Summer CFM: 0 5,758 0 0 0
. .... .. .. .......
System 1, Zone I Load Totals: 15,848 0 0 0
i LIN F� 1 MINES,
Supply CFM: 206 CFM Per Square ft.: 0,159
Square ft. of Room Area: 1,295 Square ft. Per Ton: 0
Volume (ft of Cond. Space: 12,950 Air Turnover Rate (per hour): 1.0
(htg.)
Based on area of rooms being heated or cooled (whichever governs system) rather than entire floor area.
Based on area of rooms being cooled.
M
T UN
Total Heating Required: 15,848 Btuh 15.848 MBH
Total Sensible Gain: 0 Btuh -1.#IND %
Total Latent Gain: 0 Btuh -1.#IND %
Total Cooling Required: 0 Btuh 0.00 Tons (Based On Sensible + Latent)
0.00 Tons (Based On 75% Sensible
Capacity)
....:... 1'11 1 - ffill"
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\Documents and Settings\hwright\Desktop\Beaver Dam Road - side A.rhv
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xa ..ei x, t:f.ki' • .,,,nlesl.i. r...e,: ,, ....._ : na ,..... ,f,:u,i .:..alma:.,.. ....y.,ua£E !: 'f':i'
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�s':!j:
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-,
System 7, Zone 1 Pre Chart
Floor 15%
Infiltration 36%
System
1, Zone!
1
Loss
15,848
Btuh
Wall 34%
Glass 15%
System
1, Zone
1
Gain
0
Btuh
100.0%
U'. \L)oCUments and Settings \hwright \Desktop \Beaver Dam Road - side A.rhv
MRO
M M x
�System 1, Zone I Bar Graph
6,000 -
5,000
-
Off,
4,000 -
System
1, Zone nee
1 3,000
Loss
15,848
Btu h 2,000
1,000
0
Floor 15% Wall 34% Glass 15% Infiltration 36%
60
50
40
System
1, Zone
1 30
Gain
0
Btuh 20
10
0
CADocuments and Settings\hwright\Desktop\Beaver Dam Road - side A.rhv
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Detailed Room Loads - Room 9 - Media /Game
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Calculation Mode:
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Htg. only Occurrences:
a7l.rg31
1
Room Length:
29.0 ft. System Number:
1
Room Width:
25.0 ft. Zone Number:
1
Area:
725.0 sq.ft. Supply Air:
73 CFM
Ceiling Height:
10.0 ft. Supply Air Changes:
0.6 AC /hr
Volume:
7,250.0 cu.ft. Required Vent.:
0 CFM
Number of Registers:
1 Actual Winter Vent.:
0 CFM
Runout Air:
0 CFM Percent of Supply.:
0
Actual Summer Vent.:
0 CFM
Percent of Supply:
0
Actual Winter Infil.:
25 CFM
Actual Summer Infil.:
0 CFM
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E -Wall- Custom Wall 12 X 10
s ,
120 0.030 2.9 349 0.0
S .. .
0 n 04
S -Wall- Custom Wall 27 X 10
270 0.030 2,9 786 0.0
0 0
W -Wall- Custom Wall 12 X 10
120 0.030 2.9 349 0.0
0 0
S -Wall- Custom Wall 3 X 10
30 0.030 2.9 87 0.0
0 0
Floor -21 B -20 25 X 29
_.. _. -----
725 0.019 1.8 1,336 0.0
- - - - -- — - -_ —_ _.... - - -- - _ --
0 0
Subtotals for Structure:
_ - -
2,907
- - -._ __..._.
0 0
Infi1 WEn.: 25 1, Sum 0.0
_ _ 540 _ _ 4.963 2,680 0.000
0 0
Room Totals.
5,587
0 0
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Detailed Room Loads - Room 2 - SPA
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Calculation Mode: Htg. only Occurrences:
1
Room Length: 15.0 ft. System Number:
1
Room Width: 9.0 ft. Zone Number:
1
Area: 135.0 sq.ft. Supply Air:
27 CFM
Ceiling Height: 10.0 ft. Supply Air Changes:
1.2 AC /hr
Volume: 1,350.0 cu.ft. Required Vent.:
0 CFM
Number of Registers: 1 Actual Winter Vent.:
0 CFM
Runout Air: 0 CFM Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
Percent of Supply:
0 %
Actual Winter Infil.:
11 CFM
Actual Summer Infil.:
0 CFM
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S -Wall- Custom Wall 12 X 10 120 0.030 2.9 349 0.0
0 0
W -Wall- Custom Wall 11 X 10 110 0.030 2.9 320 0.0
0 0
Floor -21 B -20 9 X 15 135 0.019 1.8 249 0.0
- -- -- - - - .. ..... ..... . ..._... _ .. - - --
0 0
- -- ..... _ _..
Subtotals for Structure: 918
0 0
Infil .....__ .: Win.: 10.7, Sum.: 0.0 230 4.965 1,142 0.000
-- . - -- - - — - - ......_.... - - - - - -- - __ _._._ .. .. _ ... _. ._._.. - -- -- -
- - -- .... 0 0
Room Totals: 2,060
0 0
C:1Documents and Settingslhwright\Desktop\Beaver Dam Road - side A.rhv
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Detailed Room Loads - Room 3 - Bunk Room
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Calculation Mode: Htg. only Occurrences:
1
Room Length: 29.0 ft. System Number:
1
Room Width: 15.0 ft. Zone Number:
1
Area: 435.0 sq.ft. Supply Air:
107 CFM
Ceiling Height: 10.0 ft. Supply Air Changes:
1.5 AC /hr
Volume: 4,350.0 cu,ft. Required Vent.:
0 CFM
Number of Registers: 1 Actual Winter Vent.:
0 CFM
Runout Air: 0 CFM Percent of Supply.:
0
' Actual Summer Vent.:
0 CFM
Percent of Supply:
0 %
Actual Winter Infil.:
18 CFM
Actual Summer Infil.:
0 CFM
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N -Wall- Custom Wall 25 X 10 178 0.030 2.9 518 0.0
0 0
E -Wall- Custom Wall 14 X 10 140 0.190 18.4 2,580 0.0
0 0
N - GIs- 3A -a -o shgc -0.19 100 %S (3) 54 0.275 261 1,440 0.0
0 0
N - GIs- 3A -a -o shgc -0.61 100 %S . 18 0.530 51.4 925 0.0
0 0
Roor B 15 X 29 435 0 -019 1.8 802 0.0
0 0
Subtotals for Structure: 6,265
0 0
lnfil Win.: 18 1, Sum.: 0.0 390 4.964 1,936 0 .000
- - - - -- -- - - ---_ _ -- ._. . ..
._ ...... 0 0
Room Totals. 8,201
0 0
C: \Documents and Settings \hwright \Desktop \Beaver Dam Road - side A.rhv
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Room Cooling and Heating Loads Bar Graphs
Media /Game
1 Cooling
SPA
Heating
Bunk Room
0 2,000 4,000 6,000 8,000 10,000
Btuh
CADocuments and Settingslhwright\Desktop\Beaver Dam Road - side A.rhv
Sensible
Latent
0 50 100 150
Btuh
[:VDoouments and Setingm\hwr!gh DamRood - mideA^rhv
C:\Documents and Settings\hwright\Desktop\Beaver Dam Road - side A.rhv
rS I Room Load Summa
214
--Zone 1---
I Media/Game 725 5,587 73 1-0 0 0 0 0 73
2 SPA 135 2,060 27 1-0 0 0 0 0 27
3 Bunk Room 435 8,201 107 1-0 0 0 0 0 107
...... .. .... . 11 .. . ....... ..... . .... . ....... .... ...
System 1 total 1,295 15,848 206 0 0 0 206
ISM
i ii . r 1 11,T! i
" HMN.-.
Fe
Net Required: 0.00 0%/0% 0 0 0
Recommended: 0.00 75%/25% 0 0 0
Heatin_g System Cooling System
Type:
Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
C:\Documents and Settings\hwright\Desktop\Beaver Dam Road - side A.rhv
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:: ,_. - _._.._........_u.:.tr.H]� .. _.. ] .. t �l� •M� � i .l �'M�n r ::r :rdvf�- _o .� .� 1"°..it ., iy :t� �'�` (.+�j�lilr.. i.:. � �{ q,m ::£� �r�;g.C} �yui.aii�' � #-...
1- Media /Game 1/2” PEX Wirsbo [25,9] 725 5,587 298 896 16,804 - 11,217
2 -SPA 1/2" PEX Wirsbo [25,9) 135 2,060 110 150 2,819 -759
3 -Bunk Room 1/2" PEX Wirsbo [25,9] 435 8,201 437 526 9,857 -1,656
System 1 Total: 1,295 15,848 845 1,572 29,480 - 13,632 r
ri' °i:' :.ie : :: .f.e::;: •_ -_" as".,�...
•uit � r � r�ut4]s- �It #raai: , [ #. �a_ i : a�. a -.r i ' ... u]ro-��'.r. , ._;._ . ,:a' = ' : a - -
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N .. , . I , :::!en e! .....; al v9 . 'd..r M?rHM a •`�' =S' _
r. ,.r r:c:>.., ] •� r ..:__. ,aair.!,Si!il :�' �mr�}ya;. " , ,, r;_ a•r n " :� .::., � i.r is
Area values shown include only those rooms for which radiant floor properties have been entered.
Sensible heat loss values on this report do not include losses associated with ductwork, ventilation, winter humidification or
I hot water piping.
Tubing lengths include only the tubing that is part of the radiant floor panel itself and not the supply and return piping to
and from the manifold. Tubing lengths are calculated from the Tubing Spacing input and an assumed installed coverage
area that is based on a 6 -inch offset from each wall around the perimeter of a rectangular room.
The Floor Heat Output Btuh values shown are calculated with the assumption that the tubing is installed to fill the room at
the given spacing.
If the Supplemental Heat Required is negative, the radiant floor output exceeds the sensible loss of the room by the
indicated amount, assuming that the tubing is installed to fill the room at the given spacing.
C:1Documents and Settingslhwright\Desktop\Beaver Dam Road - side A.rhv
NY Thermal Inc / Products and technical questions / Boilers / Gas /The Trinity Page 1 of 2
HOME / PRODU AND TECHNICAL INFORMATION / BORERS / GAS f THE TRINITY
BOILERS / GAS / THE TRINITY - All -new, ultra- compact, high- efficiency boiler and water heater
TQp_Tepg¢vantaggs
_zP.ecificabons
GENERAL TRINITY DOWNLOADS TRINITY TECHNICAL AND SERVICE DOWNLOADS
7rinity.,.Ti._ Ins ta_Il.at Manual __R�i February Trinty_Ti..T_,,Q Trou. .ble_S,h.S14.11A9._Fl.ow._Chart
M TI1RIlY T_T1 91Q Tz_0 Tr4u_kl.,e.$ Flow C hart .
Zri.nily_L�Qri�sSz1_44..Pdf i?roce�i�.� for Ctc;3_niag
Instr�ctions_�'int. @Ilai4 et d'entre,i n C_lening Plat Heat Excha nger
Sales UPEP yre ra ed Plate F{.5J:1oad Loss_Qv..rve,a
Concentric Ver)t,Sppmittal DraL� i.f!.g T15 Head L oss ,, �Iryes
T,2D0..Heas1_.LP_ S..�Urs
T400 Head L . u._ryes_
TOP TEN ADVANTAGES OF THE TRINITY
• Available in both Natural Gas and Propane versions with a
modulation system that eliminates additional models
• State -of -the -art sealed modulation combustion system with hot
• surface ignition
• Patented 316L stainless condensing heat exchanger provides ultimate
efficiencies
• All connections are conveniently located for ease of installation.
• Wall mount configuration saves valuable floor space
• Vents easily with conventional ABS, PVC or CPVC plastic piping
• The TRINITY has industry- leading modulation rates, which
significantly increases comfort while reducing cycling and fuel
consumption
• The distinctive casing design reduces costly standby losses, while virtually
eliminating combustion noises
• High- capacity plate heat exchanger on combination models provides ample
domestic hot water
• The TRINITY is certified, designed and rated to strict CSA, AGA, ASME and
CSAus codes
top 4.f. -page.
SPECIFICATIONS
=. TIID
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T1200
T140C.
IT'x laK x�,�W'.
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30 PSi
30 PSI
14 RV
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195' cq mfl-ertt
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4 "- 3U'.5" ^6',' :k
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http:// www .nythermal.com/Products/boilers /gas /trinity.htm 5/l/2009
The Tritt ty uses a stainless numer wi!J1 a
moral fibre, coating to produce eitre-Mely
high modulmion rmes, This +rrterici view
of the CDmbUVjnn chamber iilu.wates
the venter hibe heal exchmWr, ymich is
constructer! Y 316L Stainless steel.
NY Thermal Inc / Products and technical questions / Boilers / Gas / The Trinity Page 2 of 2
top._9f.Raw
http:// www .nythermai.com/Products/boilers /gas /trinity.htm 5/1/2009
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
' MWNOVE
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
PLUMBING PERMIT Permit #: P09 -0035
ADUP Project #: PRJ08 -0276
Job Address: 330 BEAVER DAM CR VAIL Status ...: ISSUED
Location.....: UNIT A Applied ..: 05/13/2009
Parcel No...: 210107112007 Issued . .: 05/13/2009
Expires . .: 11/09/2009
OWNER GANNETT, KATHRYN 05/13/2009
690 ARDSLEY RD
WINNETKA
IL 60093
APPLICANT AVON PLUMBING & HEATING
PO BOX 2051
EDWARDS
CO 81632
License: 314 -P
CONTRACTOR AVON PLUMBING & HEATING
PO BOX 2051
EDWARDS
CO 81632
License: 314 -P
05/13/2009 Phone: 970-926-1608
05/13/2009 Phone: 970 - 926 -1608
Desciption: FULL PLUMBING FOR BASEMENT ADDITION INCLUDING EJECTOR PUMP
Valuation: $33,000.00
«........ «..«.........« «. «. « «... «..... «.... < «.. «... : «« « «..... «... «.. « « «. « «.« FEE SUMMARY ..«..« «. «... « «. «... « «...... « «.... «... « ... «... «. «.. « « « « «..... «... « «..« ... «..« ..
Plumbing Permit Fee --- > $495.00 Will Call ------------------ > $4.00 Total Calculated Fees --- > $622.75
Plan Check ---------------- > $123.75 Use Tax Fee ------------ > $0.00 Additional Fees ------------ > $0.00
Investigation--------- - - - - -> $0.00 TOTAL PERMIT FEES - -> $622.75
Total Calculated Fees - -> $622.75 Payments ------------------- > $622.75
BALANCE DUE------ - - - - -> $0.00
APPROVALS
Item: 05100 BUILDING DEPARTMENT
05/13/2009 JLE Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
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 SHA BE MADE T
AM - 4 PM.
Signature of Owner or
-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
5
Date
HAOIAPI-) CyZA21435
Print Name
plmbpermt1_041908
TOWN OF VAIL, COLORADO Statement
Statement Number: R090000464 Amount: $622.75 05/13/200912:37 PM
Payment Method: Check Init: LC
Notation: #1735 /AVON
PLUMBING
Permit No: P09 -0035 Type: PLUMBING PERMIT
Parcel No: 2101 - 071 - 1200 -7
Site Address: 330 BEAVER DAM CR VAIL
Location: UNIT A
Total Fees: $622.75
This Payment: $622.75 Total ALL Pmts: $622.75
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------- - - - - -- ------------------------ - - - - -- ------ - - - - --
PF 00100003112300 PLAN CHECK FEES 123.75
PP 00100003111100 PLUMBING PERMIT FEES 495.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
PLUMBING PERMIT
Project Street Address:
330 - 5En VE1Z DA C 1 eCLE - Ll N 1 T - A
(Number) (Street) (Suite #)
Office Use:
? a 0 g ' oz = 1 -( p Project #:
f � r�_C'3 c
Building Permit #: + ( � CJ 6
Building /Complex Name:
Plumbing Permit #: CJ - .._
1P6 00
Contractor Information:
'�( /y !' II
Lot #:� Block # _1 Subdivision: `� 1M V , 1`
Company: A\VOIN 'PLU M'51 t , I AC
Company Address: T 01 6M 205 (
Detailed Description of Work: 1 W I ► TALL 'PWHV
City: t - DWAP - DS State: Q-0 Zip: 8x'632
joe FULL bff 5t() 1JJ ADDIT10JJ . -ADD
Contact Name: 1`- heA O
5EKUte ul1�n oe 1TU nP • IZE20lITe
ExIS"TING �U tr1$1 tJG.
Contact Cell: (g q04 - 009
(use additional sheet if necessary)
E -Mail Mario avoclpbJM be_rC% Corte
_ P
Town of Vail Co ctor Re stration No.:
X GIGL
Work Class
New ( ) Addition (Remodel ( )Repair ( )Other ( )
Type of Building:
Single- Family ( ) Duplex ( ✓) Multi- Family ( ) Commercial
( ) Restaurant ( ) Other ( )
Contractor Signature (required)
Property Information
Date Received:
Parcel #:
(For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or
visit www.eaglecouty.us /patie)
Tenant Name:
Owner Name: LJ THQ4)/ 1 G�,�Nt� T
n �/7
Q v
D
MAY 1 2 2009
MAY
Complete Valuation for Plumbing Permit:
Plumbing $: 7 J3 . OOO
- rn %AIAI r1 VA 11
tb?"*Z.1t5 I I _0 W
Apr -09