HomeMy WebLinkAboutB07-0058Comments
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D07-0002: Entries for Item:90
By
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- BLDG-Final
Date Unique_
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09:32 02/08/2013
D07-0002: Entries for Item:90
- BLDG-Final
Comments By Date Unique_
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09:33 02/08/2013
E07-0195: Entries for Item:190 - ELEC-Final 09:33 02/08/2013
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M07-0154: Entries for Item:390
�tion Comments gy —
' All HVAC, humidification and other mech. JGG
devices are a roved.
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- MECH-Final
Date Unique_
Ke
12/11/2008 A000120
936
09:33 02/08/2013
M08-0061: Entries for Item:390 - MECH-Final 09:33 02/08/2013
Action Comments By Date Unique_
Ke
AP All fireplaces in operation: Living room OK,. JGG 12/11/2008 A000120
Master bedroom OK, Upstairs study OK, Fire g3z
it to be com leted at a later date.
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M08-0065: Entries for Item:390 - MECH-Final 09:34 02/08/2013
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P07-0114: Entries for Item:290 - PLMB-Final 09:34 02/08/2013
Action Comments By Date Unique_
Ke
AP All bathrooms working OK. Kitchens, sinks JGG 12/12/2008 A000121
and DW's all OK. Boiler room, heating and 019
snow melt s stems runnin , OK.
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_�
Building Safety £� Inspection Services Division
Community Development Department
75 South Frontage Ror�d
Vail, Calorado USA 81657
CERTIFICATE OF OCCUPANCY
This certificate is issued pursuant to the requirements of the Internationa] Building Code as adopied by the Town of Vail
certitying that, at the time of issuance, this struciure was four►d to be substantially in compliance with the various
ordinances of the town regulating building construction or use for the following:
. „ ,
Name and descripfivn of project: G ��
Address �f project: �/� ��i�'/�/� ��LJ� �Wl��r
.
tJwner name and address: Jc.i������/ ��%������. /y�� G��6�"'Z�
IBC Edition:�f�C �(/(f,� Occupancy Group(s): S�i� Type(s) of Constrvciion; �
Permit Number(s):�(�" (�� Occupant Load:
Sprinkler System Y/N Type: ".T
NOT�: The building official ma�=, in tivriting, suspend or revoke a certificate of occupancy issued under the provisions of this code
whenever the cerkificate is issued in error, or on the basis o€ incorrect mformation supplied, or when it is de#ermined that the building
or strucfwe or portion thereof is in violation of any ordinance or regulation of this code.
�CAt�-�� �"� l
GEORGE RIITHER
DIRECTOR OF COMMIINITY DEVELOPMENT
���_
Date
Receipt funds to: �'�''� � ��'"�""'°"`'1
Name: F�a.�.l� 1�4•, r•..�
Mailing Address:
1 ' �( ' a
�. b. 3e,� yo o �.r �,�o �«Sa
CASH DEPOSIT FORMAT
Legal Description: Lot 2`f ,Block �
Subdivision: �oTi4Ta ?A-'rcG-1
Address: f e-}-a.�. -4r1.- 't�r• ..= � �
Developer: 'ae.�.� � �diK ��aK�-+
Permit Number: ?ao� - o� 58
Project Number: F'FZ O(a -0��5 _
Improvement Completion Date: (o �c.�T o4
DEVELOPER IMPROVEMENT AGREEMENT
THIS AGREEMENT, made and entered into this � day of �c.c.e.�.�� , 200'�.
by and among ; l ; C�-o (the "Developer"), and the Town of
Vail (the "Town").
WHEREAS,
Occupancy for _
(address, legal �
Agreement; and
approval of the T
ry Certificate of
✓a; I Go , 8/l05 �
-I a� k.: i t�� � �
ber) wishes to enter into a Developer Improvement
The��er agrees to establish a cash deposit account w
escrow agent, in the amount of $ g�, �So as
completion of all improvements referred to in this Agreement,
default under this Agreement by the Developer.
�al sufficient in the
i improvements set
cifications
rform ce of this
reement, by means
h the Town of Vail, as
collateral for the
in the event there is a
NOW THEREFORE, in consideration of the following mutual covenants and agreements,
the Developer and the Town agree as follows:
1. The Developer agrees, at its sole cost and expense, to furnish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The
Developer a �ree-.s to complete all improvements referred to in this Agreement on or before the _
day of � J4�� , 2009 . The Developer shall complete, in a good workmanlike
manner, all improvements referred to in this Agreement, in accordance with all approved plans
and specifications filed in the office of the Community Development Department of the Town of
Vail, and to do all work incidental thereto according to and in compliance with the following:
a. All said work shall be done under the inspection of, and to
the satisfaction of, the Town Planner, the Town Engineer, the Town Building
Official, or other official from the Town of Vail, as affected by special districts or
service districts, as their respective interest may appear, and shall not be deemed
F:\cdev\FORMS\Permits\Planning�Administrative_Actions\DIA cash format_5-16-2007.doc Page 1 of 5
complete until approved and accepted as completed by the Community
Development Department and Public Works Department of the Town of Vail.
2. To secure and guarantee performance of the obligations as set forth herein, the
Developer agrees to provide collateral as follows:
A cash de osit account with the Town of Vail, as escrow agent, in the amount of
$ ��� �$o as collateral for the completion of all improvements
referred to in this Agreement, in the event there is a default under this Agreement
by the Developer.
3. The Developer may at any time substitute the collateral originally set forth above
for another form of security or collateral acceptable to the Town to guarantee the faithful
completion of those improvements referred to herein in this Agreement and the performance of
the terms of this Agreement. Such acceptance by the Town of alternative security or collateral
shall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occurring to the work specified in this
Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any
officer or employee thereof, be liable for any persons or property injured by reason of the nature
of said work, but all of said liabilities shall be and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
Town or any of its officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereofl arise out of or are based upon
any performance by the Developer hereunder; and the Developer shall reimburse the Town for
any and all legal or other expenses reasonably incurred by the Town in connection with
investigating or defending any such loss, claim, damage, liability or action. This indemnity
provision shall be in addition to any other liability which the Developer my have.
5. It is mutually agreed that the Developer may apply for and the Town may
authorize a partial release of the collateral deposited with the Town for each category of
improvement after the subject improvement is constructed in compliance with all plans and
specifications as referenced hereunder and accepted by the Town. Under no condition shall the
dollar amount of the collateral that is being held by the Town be reduced below the dollar amount
necessary to complete all uncompleted improvements referred to in this Agreement.
6. If the Town determines, at its sole discretion, that any of the improvements
referred to in this Agreement are not constructed in compliance with the approved plans and
specifications filed in the office of the Community Development Department of the Town of Vail or
not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this
Agreement, the Town may, but shall not be required to, draw upon the security referred to in this
Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this
Agreement may be revoked until all improvements referred to herein are completed by the
Developer or the Town in accordance with this Agreement.
F:\cdev\FORMS\Permits\Planning�Administrative_Actions\DIA cash format_5-16-2007.doc Page 2 of 5
If the costs of completing the uncompleted improvements referred to in this Agreement
exceed the dollar amount of the deposit, the excess, together with interest at twelve percent
(12%) per annum, shall be a lien against the property and may be collected by civil suit or may be
certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad
valorem taxes levied against such property. If the Developer fails or refuses to complete the
improvements referred to in this Agreement, such failure or refusal shall be considered a violation
of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to
penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty),
of the Vail Town Code.
7. The Developer shall warranty the work and materials of all improvements referred
to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter
8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said
improvements.
8. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided that such amendments be in writing and executed by all parties hereto.
F:\cdev\FORMS\Permits\PlanningWdministrative_Actions\DIA cash format_5-16-2007.doc Page 3 of 5
Dated the day and year first above written.
STATE OF COLORADO
COUNTY OF EAGLE
I�e�I�. `�; Id� Co a� ��„' .
��
Developer 'a
)
) ss.
)
The foregoing Developer Improvement Agreement was acknowledged before me this
`� Day of L�c.c�...b.�--,. , 20 08 by FRflN K i�A �1 JJE., PIQ.F.S) n� I�%
Witness my hand and official seal.
My co�m�sion expires�n� �/� _!
V r�t �; o
�Q� ��+��e�� :'/�i
� i
: �JOTARY�:
• e
�,� : PUBLIC : o
9•. : c
�'F � • •.....• •' Q.P _
OF Cp��
STATE OF COLORADO
COUNTY OF EAGLE
� ��
� J, / � ��l
• . � •
;` .
� �
Town Planner
)
)ss.
)
The foregoing.Developer Improvement Agreement was ackno ledged before me this
_L�Day of �-�c�'vw1-�-2� , 20_ bY ���-�,C,e,I �U'i e��e---
Witness my hand and official seal.
My commission expires: � �i < <� � � �
V L
Notary P blic
.e�,.
.,��_�i �,.
``�,e � � il���"-:°.
'�: a� �.� ��ews��,p
�.� :A�� �~°' � =
;�` �'�, � �. / (; : C� ��
;� .: , • �4
.
ryAy� .�
. �'7 � •p^��°, •a �`�e���`,
.. �, �t��QyO ��
, �j ���1�
F:\cdev\FORMS\Permits\PlanningWdministrative_Actions\DIA cash format_5-16-2007.doc Page 4 of 5
ATTACHED COPIES OF THE ESTIMATED BID(S)
F:\cdev\FORMS\Permits\Planning�P,dministrative_Actions\DIA cash format_5-16-2007.doc Page 5 of 5
, ..� :,
.
June 20, 2008
Ceres Design & Arborscape, LLC
DBA: Land Designs by Ellison
PO Box 2134
Eagle, CO 81631
VIA: US MAIL
Dear Sean:
r_
B U I L D I N G
G D M P A N Y
Enclosed are two copies of our Contract Packet for the Hathaway Residence. Please sign and date the Beck
C°pv of the CONSTRUCTION SUBCONTRACT and STANDARD SUBCONTRACTOR GUARANTEE and return
them to me by June 30, 2008. The second packet is for your records.
We also request that you submit a copy of your Safety Policy and MSD Sheets on all products and materials that
you will be working with on the project prior to beginning work. These MSD Sheets shall be site specific. The
policy MSD Sheets will be forwarded to the field office of the project you are on.
In reviewin� the enclosed Construction Subcontract please carefully read these following sections as they
contain mandatory information that if not properlv followed mav delav pavment.
4.Insurance
5. a. Subcontractor Responsibilities
11. a. l. Contract Sum and Progress Payments
13. a. b. c. Safety
If you have any questions, please call.
Sincerely,
n ,� ; ,�
�%G�� - ��t����
Paula J. Hall
Project Coordinator
Beck Building Company
encl. 2 Contract Packets
BUILDING A LEGP,CY OF TRUST FOR OVER 30 YEARS
1
G�
���" CON TR CTION SUBCONTRACT
�
THIS AGREEMENT, made thi 2AQ8, between Beck Building Company, a Colorado Corporation, P.O. Box
� �
4030, Vail, CO 81658 (hereinafter "Contractor' ) and Ceres Design & Arboiscape, LLC, PO Box2134, Eagle, C081631 DBA
Land Designs By Ellison, (hereinafter "Subcontractor"). WHEREAS the Contractor has entered into a Contract with John aitd
t/era Hathaway(the "Owner"), for the construction of the NathawayResidence (the "Project"), located at 791 Potato Patch Di,
l/ai/, C081657; and WHEREAS, the Contractor wishes the Subcontractor to perform part of the construction work (the "Work")
Landscape.
NOW THEREFORE, the parties agree as follows:
1. WORK OF THIS CONTRACT
a) The Work is to be completed in conformity with the Plans dated Septembei 14, Za07 prepared by Suman
Aichitect, LLC and in connection with this contract. Plans and Specifications are intended to describe a
complete installation; omission of minor details shall not relieve the Subcontractor from providing all labor
and/or materials necessary to accomplish a complete installation at no extra cost to the Contractor.
Quantities on Subcontractor's takeoffs shall be the responsibility of the subcontractor regardless of what is
listed on the Bidding Guidelines or on the Subcontractor's Proposal. Ail plans and specifications shall remain
the property of the Owner as specified in the Landscape Architectural Design/Build Services agreeme t dated
23 October 2006. J�,,,�y,,_ Zi �'z.���
b) The Subcontractor agrees to furnish, at the Subcontractor's expen -, all labor and/or materials to do and
perform all of the Work described on the attached 7. In situations where a
conflict exists between the Drawings, the Proposal and the Bidding Guidelines, the more inclusive description
of the Work shail prevail. Also, where a conflict exists between the terms of this Contract and any attached
proposal, the terms of this Contract shall prevail. The Subcontractor also agrees to furnish at his expense
one set of reproducible shop drawings.
2. DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION �
a) The Subcontractor shall begin the Work at the Contractor's requ for the Subcontractor to begin the Wor
e�,d, ceresl,�'//%Son S��d�Jle c(,,l�i, 6�J�%8
as indicated by the attached project schedule dated 1 May 2 08 (which depicts Ceres/Ellison mobilizing to
the site on August 3`d, 2008 and completing the work weat er permitting) by November 3, 2008. Remaining
final detail work such as perennial planting, or possibly water feature startup may by mutual consent be
completed the following spring. Subcontractor shall continue the Work with sufficient staffing so as to not
delay the Project. Further, the Subcontractor shall have a competent English speaking foreman at the job
site directing the work at all times; shall employ as many employees as are required to perform the Work in
accordance with the Construction Schedule. Any deficiencies in the work of the Subcontractor's foreman will
be corrected by the Subcontractor at his own expense. TIME IS OF THE ESSENCE.
�
2
b) If the Subcontractor is delayed in the progress of the Work by any act or neglect of the Owner, Architect,
Contractor; by any act or neglect of any employee of the Owner, Architect, Contractor or other Subcontractors
on the Project; changes in the Work; or by adverse weather conditions not reasonably anticipated, then the
time for completion of the Work shall be extended by the amount mutually agreed to in writing between the
Subcontractor and the Contractor (into the following spring). Any cfaim for extension of time must be made
in writing to the Contractor at the time of commencement of the delay.
c) If the Contractor reasonably believes the Subcontractor is not doing the Work in a manner that facilitates
completion of the Work within the time as required by paragraph 2.a., the Contractor may require the
Subcontractor to demonstrate that the work can be completed on schedule and, if this cannot reasonabiy be
established, may require the Subcontractor to work overtime, including Saturdays, Sundays and holidays
and/or to add personnel and equipment to bring the Work up to schedule. All of such measures shall be
performed and complete by the Subcontractor without any additional cost to the Contractor and the Project.
d) The Subcontractor shall provide all necessary material and equipment in time to prevent any delay to the
completion of the Project. Upon demand by the Contractor, the Subcontractor shall submit written
verification that he has, or is ordering material and equipment in a timely fashion. No extension of time for
completion of the Work shall be allowed for failure of the Subcontractor to order material and equipment on a
timely basis.
3. BREACH OF CONTRACT
If the Subcontractor fails to carry out the Work in accordance with this Contract or this Contract is terminated for
any reason by either party, the Contractor may employ such other employees or subcontractors as the Contractor
exclusively deems appropriate or necessary to complete the Work. The Contractor shall charge the additional cost
of completing the Work to the Subcontractor's account, including any penalties incurred by the Contractor due to
the Subcontractor's failure to complete the Work as agreed upon.
4. INSURANCE
The Subcontractor shall obtain such rypes of insurance an in such amounts as stated in the attached
Memorandum. Such types of insurance are required by the Contractor and by applicable law to properly insure
the performance of this Contract. This insurance shall include, but not be limited to, Worker's Compensation,
comprehensive General Liability including completed operations, and Comprehensive Automobile Liability. All
insurance shall be obtained by the Subcontractor upon execution of this Contract and the Subcontractor shall
deliver proof of insurance to the Contractor at that time.
5. SUBCONTRACTOR RESPONSIBILITIES
a) The Subcontractor shall be required to complete the attached W-9 form and submit with the Contractor upon
execution of this Contract.
3
b) The Subcontractor shall do all of the Work called for in the plans and specifications and shall furnish all
labor, equipment, materials and other necessary service for the complete performance of the Work in a good,
substantial and workmanlike manner. All materials shall be as new or warranted as new.
c) The Subcontractor recognizes his responsibiliry and agrees to take proper care to safeguard all building
materials located on the premises. Further, the Subcontractor agrees to pay for damage to the building
and/or the building site as a result of the Subcontractor's actions or negligent inactions.
d) The Subcontractor pickup and dispose of any trash where they have worked, and organize their materials on
a weekly basis. The Contractor, at its cost, shall provide a trash trailer on site. Should the Subcontractor not
clean up trash and organize their materials on a weekly basis, the Contractor may clean up and charge the
cost thereof to the Subcontractor.
e) The Subcontractor agrees to comply with the rown of l/ail Construction Regulations. The Subcontractor will
be assessed and agrees to pay parking fines imposed upon Beck Building Company for the Subcontractor's
failure to park in the area designated by the Project Superintendent. A Subcontractor is limited to one
vehicle (excluding machinery necessary to work) on site unless otherwise approved by the Project
Superintendent.
6. CHANGES IN THE WORK
The Subcontractor agrees to make no changes in the Work or to charge for any extra labor, materials, overhead or
other items unless there exists a written agreement entered into between the Subcontractor and the Contractor
setting forth the scope and cost of the change before the change begins. Timely notice of changes in the work,
and timely processing of such Change Orders (approval by Beck and/or Owner) shall take no longer than two
working days for notice and the same for processing of approva�s. Change order approvals which take longer shall
be subject to extensions to the schedule as mutually agreed upon between Beck and Ceres D& A.
Further, should there be changes made in the scope of the Work pursuant to this Contract, the Subcontractor and
the Contractor shall in good faith negotiate a fixed price to be paid to the Subcontractor for the changes prior to the
effectuation of the changes. If, for any reason, the Subcontractor and the Contractor fail to agree upon the fixed
price to be paid the Subcontractor for such changes, then the Contractor through mutual consent with the
subcontractor elect (1) to have the Subcontractor complete the changes on a cost-plus basis or (2) elect to
complete the changes by other means at his disposal. Such changes completed by the Contractor shall not
disrupt or delay the Subcontractor's performance of the Work. As per paragraph l.b., extra work or changes to the
Work shall not be construed to include omission of minor details from the plans or specifications require to provide
a complete installation. Furthermore, no extra charges will be allowed for failure of the Subcontractor to
thoroughly investigate what reasonable labor and material is necessary for a complete installation. Additional work
beyond the estimate dated November 1, 2008 completion date, or unforeseen by reasonable efforts shall be
completed at the unit and materiai costs identified in the Bidding Guidelines the following spring.
�
7. WARRANTY
a) Neither acceptance or, nor payment for the Work or any part thereof, nor the partial or entire use of
occupancy of the Project by the Owner shall release the Subcontractor from liability for speciai warranties of
material or equipment installed or for workmanship which is faulry, unsound, improper, or not in accordance
with the Bidding Guidelines, plans and specifications, and the Subcontractor shall, at his own expense, take
down and replace all such portions of the project done by him or his Sub-Subcontractors and shall remedy
any defects due thereto and pay the Owner for any damage resulting therein.
b) The Subcontractor shall submit a signed copy of the Beck Building Company Standard Subcontractor
Guarantee at the execution of this contract. The Subcontractor will also be required to provide Operations
and Maintenance Manuals and As-Built Drawings at the completion of the Work.
8. INDEMNIFICATION
a) The Subcontractor hereby indemnifies and holds the Contractor, the Owner and their respective agents and
employees harmless from and against all claims, losses, liabilities and expenses, including attorney's fees, arising
out of or in any manner caused by, connected with or resulting from the Subcontractor's performance or
nonperformance of this Contract or the presence of the Subcontractor's employees and/or agents at the
construction site, including any fines, penalties or other charges imposed by OSHA, or any other governing or
regulatory authoriry.
b) Should Beck provide any construction machinery or equipment for specific or generic use, the subcontractor
who uses or directs this machine or equipment, including their representatives and assignees, indemnifies and
holds harmless Beck against all physical damage and or bodily injury resulting from this machinery or equipment
or it's use without regard to fauit.
c) Should Beck erect a fence or provide any form or security, it is agreed that this is for the specific good of Beck
and not a substitute for subcontractor's individual security. This refers to property protection, and liabiliry hazards
control.
9. ARBITRATION
a) All claims or disputes between Beck and the Subcontractor arising out of or relating to the contract documents,
the breach thereof, or in any way arising from or relating to the construction, of the project shall be decided by
arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association
currently in effect, unless the parties mutually agree otherwise. Notice of the Demand for Arbitration shall be filed
in writing with the other party to this Agreement and shall be made within a reasonable time after the dispute has
arisen and in no event later than when institution of legal or equitable proceedings would be barred by the
applicable statutes of limitation.
b) A parry who files a Demand for Arbitration must assert in the Demand all claims then known to the party and all
such claims not asserted are thereafter forever barred. The parties agree that such arbitration shall be held before
a single qualified Arbitrator and any award rendered by the Arbitrator or Arbitrators shall be final, and judgment
may be entered upon it in accordance with Colorado law.
5
10. ASSIGNABILITY
The Subcontractor shall not assign this Contract without the prior written permission of the Contractor.
11. CONTRACT SUM AND PROGRESS PAYMENTS
a) The Contractor agrees to pay the Subcontractor the sum of $436,400 Four hundred thirty six thousand four
hundred dollars, (the Contract Price as noted on the 14 May 2008 Bidding Guidelines/subsequent proposal)
for all materials, labor and other items necessary to complete the Work. This amount is to include sales tax
and to be paid as foilows:
(1) Progress bill for work satisfactorily completed as determined by the attached Application for
Payment and/or materials stored on the site must be submitted by the 25"' of each month and
will be paid as stated in the attached Memorandum. Each monthly billing shall include the
attached Beck Building Company Application for Payment filled out to show the total value of
each category of work within the schedule of values, the value of the work complete for each
category, and the contract balance for each category. Payment is contingent upon the
Contractor receiving payment from the Owner that is due at the end of each month. Should the
Subcontractor not receive payment by the 30�' of the month in which payment is due, the
Subcontractor may stop work on the Project after giving 24 hours written notice to the
Contractor.
(2) As a condition precedent to the Contractor's obligation to pay the Subcontractor the progress
payments, the Subcontractor may be required to present satisfactory evidence that ail current
bills for labor, materials or other liabilities have been paid in connection with this Contract. The
Contractor shall be entitled to require appropriate lien releases for that part of the Contract
completed as of the date of the Subcontractor's billing before any payment is made.
(3) Should the Subcontractor fail to present evidence that all current bills for labor, materials and
other liabilities have been paid in connection with the progress payments, the Contractor shall
be entitied to pay directly such charge(s) that exist(s) in connection with the performance of the
Contract. Any payments by the Contractor will be deducted from the Contract Price and will
therefore reduce any payments due to the Subcontractor.
(4) Acceptance by the Contractor of the Subcontractor's progress billing shall not prevent the
Contractor from withholding all or part of the progress payment in direct proportion to the actual
work completed by the Subcontractor.
12. FINAL PAYMENT
No portion of any final payment shall be made without compliance by the Subcontractor with the submittal
requirements of paragraph 5.a.
13. SAFETY
a) The Subcontractor shall submit a written safety program and hazard communication program to the Project
Coordinator. A copy of Beck Building Company's safety policy and hazard communication program shall be
available to all subcontractors at the job site.
�
b) The Subcontractor shall submit to the Project Coordinator MSD (Material Safety Data) sheets on all products
and materials he is providing for the project before beginning the Work which may fall under the scrutiny of
OSHA. For Instance, this shail apply to over the counter purchased items which OSHA may deem as a
hazard, (see www.OSHA.gov for more information). These MSD sheets shall be labeled specific to this site.
c) All safery policies must, as a minimum, meet OSHA requirements for hardhats, fall protection and electrical
safery. Each Subcontractor must have a designated representative on site with a good working knowledge of
all OSHA requirements that pertain to his work; he must have the authority to take corrective actions as
required.
d) Failure to adhere to safery requirements after written warning may result in a fine from Beck Buiiding
Company of a minimum of $100.00 per incident.
e) All accidents and injuries involving the Subcontractor's material, equipment and/or personnel must be
reported immediately to the Contractor. Any employee of the Subcontractor involved in an accident causing
injury or any employee shall be required to submit to drug testing. A complete written report must be given
to the Contractor within 24 hours.
f) Subcontractors and material men shall be responsible for replacing safety rails and any other safety related
device that they remove to facilitate their work. Replacement shall take piace on a daily basis whenever work
ceases or the Subcontractor leaves the location where the device was removed.
14. SUCCESSORS AND ASSIGNS
The Contractor and Subcontractor for themselves, their executors, successors and assigns hereby agree to the full
performance of the covenants and agreements of this Contract.
a) This Construction Subcontract is binding on the heirs, successors and assigns of the parties hereto.
b) This Construction Subcontract shall be construed under and governed by the laws of the State of Colorado.
IN WITNESS WHEREOF, the parties have hereunto signed this Agreement.
Beck Building Company
A Colorado Coraoration
Ceres Design & Arborscape, LLC.
(DBA Land Designs by Ellison)
Subcontractor
���
ID � �
�. -
F:\PROJECTS\Hathaway\Subwntractor\Contract & Communication\Contract\Contracts\Land Designs by Ellison Contractdoc
Beck Building Company
Bidding Guidelines
Landscaping
Hathaway Residence
14 May 2008
Subcontractor shall submit a proposal for providing all labor and materials as required by and in conformance
with the plans and specifications updated 15t6 of April 2008 for the Hathaway Residence. Quantities listed
below are approximate to the plans. Subcontractors are responsible for their own
Unless noted otherwise, the Subcontractor shall include in his bid the following scopes of work broken out
individually:
1. Site Preparation: Includes site preparation for landscape construction, site layout for the entire
landscaping project, and removal of existing weeds, undesirable rocks and other debris. Roto-till all
areas if necessary to create proper soil conditions for planting. Rake sidewalk edges to keep a clean
appearance. Daily site clean up. All utility locates shall be by Subcontractor.
2. Soil Preparation and Grading: Grade to be smooth and consistent throughout. Grading and fine
raking to remove all small rocks and debris larger than 3/4".
3. Boulder Retention Walls: Deliver and place 75 tons of Cherokee boulders (using basket system, not
claw system), including 4771ineal feet of drain curtain. All boulder retainine walls must be designed
by a licensed engineer.
4. Landscape Boulders: Deliver and place 15 tons of select Cherokee boulder using same system.
5. Garden Pathway: prep and leave rough grade for 115 tons of Siloam risers, and 4 tons of Siloam
flagstone. Include and place 9 cubic yards of sand and gravel above rough grade
6. Fire Pit Terrace: construct with 2 tons of Cherokee stone the fire pit surround. Gas, logset and
flagstone by others.
7. Automatic Irrigation System: Install sleeves as required below walls and paths to service planting
spaces. : Supply and install an approved irrigation system. The system should conform to the
specifications of the landscape plan. Subcontractor shall provide a list of equipment and specifications
for all irrigation equipment that is part of the irrigation system. Subcontractor shall provide two sets of
as-built drawings for the irrigation system upon completion. Before permanent structures are in place,
Subcontractor shall advise contractor about necessary sleeving required to accommodate irrigation
system. Subcontractor to verify who is responsible for supplying PR valve and drain hookup and to
coordinate service locations with the plumber. PR valve installation and operation to be tested and
certified by licensed contractor. Certification to be included in installing contractor's bid. Install
multiple programmable controller, and twelve inch popup spray heads at perennial beds, drip emitters
at all shrubs and trees, and temporary above ground irrigation at re-vegetated areas. First season
winterization and spring start up included.
8. Planting: Supply and installation of premium quality plants, grass and trees and re-vegetation of
disturbed areas as specified by the construction documents. Bid "nursery grown" plant material if that
is what is specified. Also include filter fabric, landscape mulch, tree stakes, straps, and steel edging as
required for installation of all plant material. All trees to be staked with a minimum of three stalces.
Verify that wire and burlap is cut back on all tree balls after placement.
a. 8 Colorado Spruce 10 -12'
b. 7 Colorado Spruce 12-14'
c. 6 Colorado Spruce 14-16'
d. 2 Colorado Spruce 16-18'
e. 21 Aspen @ 2-3" caliper clump, single stem
£ 23 Shrubs@ 3-4' B&B
Landscaping Bidding Guidelines
Page 2 of 5
g. 333 Shrubs @ 5 gallon containers
h. 440 perennials @ 1 gallon containers
i. 180 flats perennials @ 15 plants/flat
j. 70 flats perennials @ 32 plants/flat
9. Re-vegetation: final grade of all disturbed areas, broadcast 8 lbs of native grass seed mix, erosion
blanket on slopes greater than 2:1, Straw mulch over seed sown areas
10 . Sod: Shall be placed over finely graded and fertilized topsoil raked of all debris and stones. Sod shall
be accurately cut between adjoining pieces of sod and at other adjacent materials. Sod shall be rolled
to assure an even installation
11. Landscape Hardware: Spread 270 three cubic foot bags of shredded hardwood mulch at shrub
massing, insta11200 linear feet of steel edge along planting beds, stake all aspen trees with 5' steel
fence posts, guy with 14 gauge wire, and 12" nylon tree straps. Stake all Spruce trees larger than 14'
with 3' steel fence posts, guy, etc.
12 . Water Features: Supply and install if required by the construction documents including EPDM
rubber liner throughout, woven geo-textile fabric beneath and above rubber liner, below grade surge
tank. Supply and place 44 tons of hand selected Cherokee boulders throughout the sides and interior
portions of the feature, and 18 tons of Cherokee stone at dry stack walls along sides of feature, and 22
tons of Siloam stone at bottom of water feature. Place Telluride Gold chips and waste from masons to
fill void spaces between Siloam slabs. Supply and connect submersible pump and variable flow
devise, as well as auto fill, backfill water discharge, fili and return lines. All mechanical within pit to
be installed as well.
13 . Gunnite Spa: supply and install under-drain system, supervise (and subcontract for) construction by
spa contractor. Supply and install: all necessary equipment, automatic cover fiber optic lighting,
masonry associated with spa, 5 telluride gold boulders, bedding and shading material for plumbing
trench.
14 . Lighting: trench and backfill for electrician to install electrical lines
15 . Final Site detail: distribute 45 three cubic bags of manure for compost at all perennials, fertilize all
perennial areas, detail all hard-scape, power wash, drive and paths, weed shrub massing, prune broken
material.
16 . Topsoil and Grade: Subcontractor to provide and place 140 cubic yards of topsoil and 210 three
cubic foot bags of compost for all planting areas as necessary or as required by the construction
documents. Verify with the contractor the availability of on-site topsoil. Verify completed sub grade
will allow for adequate topsoil installation.
17 . Machinery: All machinery and equipment required to accomplish the landscaping work including a
crane if necessary shall be included in this proposal.
1 S. OSHA: All work is to be done in accordance with current OSHA safety standards. Subcontractor
shall submit a written safety program and hazard communication program to the Project Coordinator
upon start of the work.
19 . MSDS Sheets: Subcontractor shall submit to the Project Coordinator Material Safety Data (MSD)
Sheets on all products and materials he is providing for the Project before beginning work. These
MSD Sheets shall be site specific.
2 0. Warranty: Subcontractor shall provide a one year Warranty on all work from the date of the Project's
temporary Certificate of Occupancy unless the Construction Documents call for a longer guarantee
period.
The Subcontractor shall bid a complete installation; omission of minor details from the Plans and
Specifications shall not relieve the Subcontractor from providing all labor and materials necessary for a
complete installation.
The Subcontractor shali indicate in his proposal the len�th of time to compiete the Landscape work.
P:\Hathaway\Construction\Estimates\06-17-08 Hathaway Bidding Guidlines.doc
Rev. 16 May 2006
1. Site preparation
2. Soil preparation and grading
3 . Boulder Retaining Walls
4 . Landscape boulders
5 . Gazden Pathways
6. Fire Pit and Terrace
7 . Irrigation
8. Planting
9. Re-vegetation
Sod
Landscape Hardware
10 . Water features
i l . Gunnite Spa
12 . Lighting
13 . Final Site DetaiUTopsoil
Landscaping Bidding Guidelines
Page 3 of 5
5
13
8
2
4
1
16
24
2
NA
2
The Subcontractor shall assign separate values for the following categories of work:
1. Site prepazation
2. Soil prepazation and grading
3. Boulders and stone prep
a. Landscape boulders
b. Boulder Retaining Walls
c. Garden Pathway (spa to drive)
d. Fire pit and terrace
4. Planting
a. Inigation
b. Re-vegetation
c. Sod
d. Landscape Hardware
5 . Water feature
6 . Gunnite Spa
7. Lighting
8 . Final Site Detail/topsoil
9 . As-builts/operations manual
24
NA
4
2
$ 12,700
$ 33,800
$ 10,100
$ 67,100
$ 15,600
$ 3,200
$ 112,400
$ 36,800
$ 4,900
$ NA
$ 10,000
$ 119,000
$ NA
$ 4,400
$ 4,200
$ 2,200
Total Price $ 436,400
days
days
days
days
days
days
days
days
days
days
days
days
days
days
days
P:\Hathaway\Construction\Estimates\06-17-08 Hathaway Bidding Guidlines.doc
Rev. 18 May 2006
Landscaping Bidding Guidelines
Page 4 of 5
In the event of additional or deleted work, provide unit pricing per square foot, lineal foot or piece. Any
additional work or credit for work deleted will be based on these rates. These rates are to be inclusive of all
material, waste, installation, supervision, markups, shipping, taaces, overhead, and profit.
1. Site preparation
2. Soil preparation and grading
3 . Rock work
a. Landscape boulders
b. Boulder Retaining Walls
c. Pathway prep
4. Planting
a. Irrigation
b. Re-vegetation
c. Hardware
5. Sod
6 . Water features
7 . Gunnite Spa
8. Lighting
Bid Notes:
$
$
$
$
$
$
$
$
$
$
$
$
/ Square ft
/ Square ft
/ each
/ Square ft
/ Square ft
/
/ Square ft
/
/ Square ft
/ Square ft
/ Square ft
/ Linal ft
Coordination and supervision of vazious subcontractors to install snowmelt, site lighting, concrete curb, stone
auto-court, and driveway pavers as well as any stone veneer at site walls (work by others integrated with
landscaping scope) in a timely manner and integrated with project schedule dated May 1, 2008 shall be the
responsibility of Beck Building Company.
All exterior work at the building requiring scaffolding, including exterior trim, stone veneer at house, and
stucco is to be completed prior to starting hard-scape installation.
Driveway curb and pavers may be scheduled to install later in August or September of 2008 in order to provide
a working storage area for landscape (boulder) staging area through the summer.
Landscape subcontractor is responsible for coordinating deliveries, and use of machinery and crane time with
Beck Superintendent
l�ny contractors "subcontracted" ior the scopes of work listed above shall be fully insured to Beck standards,
and herein listed.
Include 6illine rates for your personnel that will be bilied to the project.
$ 45.20 per hour laborer
$ 65.00 per hour lead person
$ 70.00 per hour irrigation tech
$ 94.18 per hour supervisor
$ 120.00 per hour other (specify)
Project Manager
P:\Hathaway\Construction\Estimates\06-17-08 Hathaway Bidding Guidlines.doc
Rev. 18 May 2006
Landscaping Bidding Guidelines
Page 5 of 5
The Subcontractor shall obtain such types of insurance and in such amounts as stated below:
Comprehensive General Liability including completed operations:
General Aggregate $ 1,000,000
Products / Completed Operations $ 1,000,000
Personal and Advertising Injury $ 1,000,000
Each Occurrence $ 1,000,000
Comprehensive Automobile Liability
Bodily Injury and Property Damage $ 500,000
Workers' Compensation
Employer's Liability $ 100,000
Disease — Policy Limit $ 500,000
Disease — Each Employee $ 100,000
* A Worker's Compensation Certificate is not required from an
Independent Contractor if an Independent Contractor Status Form has
been completed and approved by CCIA.
The Subcontractor is required to submit Original Certificates listing Beck Building Company as a Certificate
Holder. Each certificate must have the following inserted in the section named DESCRIPTION OF
OPERATIONS / LOCATIONS / VEHICLES / SPECIAL ITEMS: `Beck Building Company is added as an
Additional Insured under the General and Automobile Liability. A Waiver of Subrogation is provided on the
Worker's Compensation policy in favor of Beck Building Company. General Liability is primary / non
contributory."
Certificates of Insurance shall be submitted by the Subcontractor before any work is performed on the job and
must be kept current until all work is complete.
P:\Hathaway\Construction\Estimates\06-17-08 Hathaway Bidding Guidlines.doc
Rev. 18 May 2006
������xp�°4�;�� :�� AIA Document G703� - 1992
��
Continuation Sheet
AIA Document G702, A�3�PLICATION AND CERTIFICATION FOR PAYMENT, APPLICATION N0: 001
containing Subcontractor's signed certification is attached. APPLICATION DATE:
In tabulations below, amounts are stated to the nearest dollar.
Use Coluirui I on Contracts where variable retainage for line items may apply. PERIOD T0: '°``
_......_ : . .
ARCHITECT'S PROJECT N0:
A B C D E F G H i! I
WORK COMPLETED TOTAL � �
MATERIALS
FROM COMPLETED BALANCE TO RETAINAGE
ITEM SCHEDULED PRESENTLY %
DESCRIPTION OF WORK PREVIOUS AND STORED FINISH (IF VARIABLE
NO. VALUE APPLICATION THIS PERIOD STORED (NOT TO DATE �G - C� (C = G); RATE)
(D + E) IN D OR E) �p+E+F) '
Site Preparation 12,700.00 0.00 0.00 0.00 0.00 0.00 % 12,700.00 -._ 0.00
' Soil Pre aration & Gradin 33,800.00 0.00 0.00 0.00 0.00 0.00 % 33,800.00 0.00
� Boulder Retention Walls 67,100.00 0.00 0.00 0.00 0.00 0.00 % 67,100.00 0.00
Landsca e Boulders 10,100.00 0.00 0.00 0.00 0.00 0.00 % 10,100.00 0.00
Garden Pathway (s a to drive) 15,600.00 0.00 0.00 0.00 0.00 0.00 % 15,600:00 0.00
_..._...
� Fire Pit Terrace 3,200.00 0.00 0.00 0.00 0.00 0.00 % 3,200.00 0.00
> Irrigation 36,800.00 0.00 0.00 0.00 0.00 0.00 % 36,800.00 0.00
Trees 58,000.00 0.00 0.00 0.00 0.00 0.00 % 58,000.00 0.00
� Shrubs � f�,�DO 19,400.00 0.00 0.00 0.00 0.00 0.00 % 19,400.00 0.00
Perennials 35,000.00 0.00 0.00 0.00 0.00 0.00 % 35',000.00 '� 0.00
Revegetation 4,900.00 0.00 0.00 0.00 0.00 0.00 % 4,900.00 0.00
' Hardware 10,000.00 0.00 0.00 0.00 0.00 0.00 % 10,000.00 0.00
. ...__..:.. _..._.� _ ._
Water Feature: excavation an
rou h-in -i� 20,000.00 0.00 0.00 0.00 0.00 0.00 % 20;000:00 "" """ ` 0.00
' Water Feature: stone work 69,000.00 0.00 0.00 0.00 0.00 0.00 % 69,000.00 �--��-° 0.00
Water feature: finish work/start '' - - ° �
u 30,000.00 0.00 0.00 0.00 0.00 0.00 % 30;000.00 0.00
Li htin 4,400.00 0.00 0.00 0.00 0.00 0.00 % 4,400.00 0.00
Final Site Detail 4,200.00 0.00 0.00 0.00 0.00 0.00 % 4,200.00 0.00
� As-built plans & operations
; ....,.r.._ :a..,__._...._.... _ .
manual 2,200.00 0.00 0.00 0.00 0.00 0.00 % 2�200:00 `""'" """ 0.00
GRAND TOTAL $ 436,400.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 0.00 % $ 436,400.00 $ 0.00
AIA Document G703"` - 1992. Copyright � 1992 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and Snternational
Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum
extent possible under the law. This draft was produced by AIA software at 11:25:03 on 06/20/2008 under Order No.1000338299 1 which expires on 2/8/2009, and is not for resale.
User Notes:
(2670937Z72)
Land Designs by Ellison PO Box 2134 Eagle, CO 81631 p970.328.6080
a ceres company
Landscape Construction Proposal Date: June 25, 2008
Project: Hathaway Residence
Location: 791 Potato Patch Drive, Vaii
Submitted to: Beck Building Company
Attn: f on Stavney
Land Designs by Ellison is pleased to present this proposal for landscape construction services. The
proposal includes the labor, materials, equipment and supervision necessary to provide the following
scope of work. The information acquired for estimating purposes was obtained from drawings
created by Land Designs by Ellison dated June 4, 2008.
TOTAL PRICE: $436,400
A. SITE PREPARATION
I. Clear and grub site of undesirable vegetation and debris
2. Supply and install 50 linear feet of Multiflow drain
�--� a"�O 3. Prepare, grade and layout site
B. SOIL PREPARATION & GRADING
I. Deliver, distribute and grade 140 cubic yards of topsoil
2. Deliver and amend topsoil with 210 three cubic foot bags of compost
021�� 3. Create final grade
4. Remove landscape related refuse and unwanted spoils from the site
Price: $ 12,700
Price: $ 33,800
C. BOULDER RETENTION WALLS
I. Deliver and place 75 tons of Cherokee boulders for retention purposes (boulder walls
I I, I 2, I 3, I 4, I 5, I 6, I 7, I 8)
2. Install 480 square feet of drain curtain including drain tube behind boulder walls
�`�3a 3. Compact behind and/or below boulder walls
Price: $ 67, I 00
D. LANDSCAPE BOULDERS
���° I. Deliver and place I 5 tons of Cherokee boulders along path from spa to fire pit
Price: $ I 0, I 00
E. GARDEN PATH AND STEPS (from spa to driveway)
I. Excavate pathway area to create rough grade
2. Import, place and compact 9 cubic yards of sand and gravel above rough grade
�'� °�O 3. Deliver and place 4 tons of Siloam flagstone and 56 Siloam risers to construct path and
step system
Price: $ 15,600
F. FIRE PIT TERRACE
I. Deliver and place 2 tons of Cherokee stone to construct fire pit
�OO�(Oo
Price: $ 3,200
02� o�'O�'
o-Z� � o
�-� � �
June 20, 2008
Hathaway Proposal
Page 2 of 5
G. AUTOMATIC IRRIGATION SYSTEM
I. Install sleeves as required below boulder walls and garden paths to service planting
spaces
2. Install and program new multiple programmable irrigation controller
3. Install automated twelve inch pop-up spray heads at perennial flowers
4. Install automated drip emitters at all shrubs and trees
5. Install temporary, above ground irrigation at revegetated areas
6. First season winterization of system
7. First season spring start-up of system
H. PLANTING
I . The planting of:
8 Colorado Spruce @ 10 - 12 feet
?j 7 Colorado Spruce @ 12 - 14 feet
IJ, v....�-°"'� 6 Colorado Spruce @ 14 - 16 feet
2 Colorado Spruce @ 16 - 18 feet
21 Aspen @ 2- 3 inch caliper clump and single stem
23 Shrubs @ 3- 4 feet B&B
333 Shrubs @ 5 gallon containers
440 Perennials @ i gallon containers
180 Flats perennials @ 15 plants/flat
70 Flats perennials @ 32 plants/flat
1. REVEGETATION
I. Final grade of all remaining disturbed areas
2. Broadcast 8 Ibs. of native grass seed mixture
3. Supply and install erosion blanket on slopes greater than 2:1
4. Broadcast 125 Ibs. of organic fertilizer over seed sown areas
5. Spread straw mulch over seed sown areas
Price: $ 36,800
Price: $ I12,400
Price: $ 4,900
J. LANDSCAPE HARDWARE
I. Spread 270 three cubic foot bags of shredded hardwood mulch at shrub massings
2. Install 200 linear feet of steel edge along pianting beds
��� 3. Stake all Aspen trees with 5 foot steel fence posts; guy with 14 gauge wire and 12 inch
green nylon tree straps
4. Stake all Colorado Spruce trees, larger than 14 foot, with 3 foot steei fence posts; guy
with 14 gauge wire and I 2 inch nylon tree straps
K.
2� � �`"a,o
`� b"���
Price: $ 10,000
WATER FEATURE
I. Excavate and form water feature channel and pond
2. Supply and install concrete supports for large triangle stone piece for "Sun Terrace"
3. Supply and install an EPDM rubber liner throughout the feature
4. Supply and install 3 rubber pipe penetration boots
5. Supply and install a woven geotextile fabric beneath and above the rubber liner
6. Supply and install below grade surge tank
7. Supply and place 44 tons of Cherokee boulders throughout the sides and interior
portions of the feature
8. Supply and install I 8 tons of Cherokee stone at dry stack walls along sides of water
feature
June 20, 2008
Hathaway Proposal
Page 3 of 5
L.
�� a.O,
9. Supply and place 22 tons of Siloam stone at bottom areas of water feature
10. Place Telluride Gold chips and waste pieces from masons to fill void spaces between the
Siloam slabs
I I. Deliver and place one triangle piece of Colorado Buff stone for corner of terrace
12. Supply and connect a submersible pump and variable flow devise
I 3. Supply and install automatic fill
14. Excavate, install and backfill water feature discharge, fill and return lines
LIGHTING
I. Trench and backfill for electrical lines
M. FINAL SITE DETAIL
I. Distribute 45 three cubic foot bags of compost on all perennial areas
2. Fertilize all perennial areas
3. Detailed sweep of driveway, boulders and paths
� a.�.i � 4. Power wash driveway and paths
5. Weed shrub massings and perennial areas
6. Prune broken plant material
� ��
1
N.
AS-BUILT PLANS & OPERATIONS MANUAL
I. Supply as-built plans and operations manual
Price: $ I19,000
Price: $ 4,400
Price: $ 4,200
Price: $ 2,200
Not included in this estimate:
I. Routine landscape maintenance service
2. Annual flower displays or containers
3. Dust control within the interior or exterior of the home
4. Protection from wildlife
5. Wildlife damage to landscape
6. Deep root fertilization of trees
7. Tree removal, trimming or protection
8. Installation of additional site or landscape lighting
9. Snowmelt piping, controls or manifolds of any kind
10. Channels for snowmelt in water feature bridge(s)
I I. High voltage electrical supply wiring and over-current protection
I 2. Subgrade of the outdoor snow melted terraces, sand-set terraces, sub-slab walkways and
steps
13. Fire pit ceramic log set
14. Fire pit cover
I 5.
I 6.
I 7.
I 8.
t9.
20.
Gas and electric supply to fire pit
Drain for fire pit
Concrete pan for bottom of fire pit
Snapped flagstone areas (fire pit and "Sun" terraces, landings at path and path on top of
garage)
Expanded footers to receive boulder accents
Address marker
June 20, 2008
Hathaway Proposal
Page 4 of 5
21. Boulder retention walls I, 2, 3, 4, 5, 6, 7, 8, 9, 10, 19, 20
22. Layout of boulder retention walls I, 2, 3, 4, 5, 6, 7, 8, 9, 10, 19, 20
23. Path from back of house to spa and spa to fire pit
24. Driveway subgrade or paving
25. Roof water management, including down spout dissipators
26. Any drain to waste plumbing
27. Site and area drains
28. Any natural or propane gas service
29. Tenting, heating and protection from weather should it be necessary
30. Block-outs and coring of foundation for spa requirements
31. Engineered walls
32. Veneered walls
33. Gunnite Spa
34. Excavate and backfill of spa and plumbing trenches
35. Utility stubs for Spa
36. Equipment area for spa equipment
37. Supply and place I 8 wide road base band along road
38. Dewatering
39. Rock removal, including blasting of rocks larger than I.0 cubic yard, as well as shale and
bedrock.
40. Over-excavation or re-compaction due to unsuitable soils
Owner and General Contractor shall provide:
I. Building permit procurement and fees
2. Dumpsters and trash removal
3. Temporary toilet facilities
4. Utility locations, preservation and protection
5. Dewatering of work spaces
6. Traffic control, including construction vehicle parking
7. On-site material storage
8. Site perimeter control fence
9. Access route of I 5 feet wide with 25 feet of swing clearance for excavator to work
10. Telluride Gold chips for water feature
I I. Under drains at planters
12. Installation of backflow protection device per Uniform Building Code
13. Water supply for irrigation system (20 gpm at 60 psi)
14. Sleeves under drive or any other non-permeable surface not in Land Designs' Scope
15. Block-outs and coring of foundation for irrigation requirements
I b. Site rough grade to three inches below final
Change Orders:
Land Designs by Ellison will utilize change orders to address specific items that will increase or
decrease the original scope of work. Change orders will be developed based on clienddesigner
requests and will require approval by all parties. Change orders may also be required to deal with
unforeseen obstacles. Some examples of unforeseen obstacles we might encounter include:
. Unsuitable sub-surface soils
• Sub-surface bedrock, shale or large boulders that must be removed or avoided.
• Groundwater that must be managed.
• Extraordinary measures (tenting, heat blankets) to continue work during unseasonable
weather conditions.
f une 20, 2008
Hathaway Proposal
Page 5 of 5
Working Season:
Land Designs by Ellison's regular working season is from mid April to mid November depending on
weather. Extension of these dates can be possible, depending on safety considerations and with a
minimum of 45 days notice. Work outside the regular season will require a change order.
Land Designs by Ellison shall provide the above-described scope of work for the total sum of
$436,400. This price is valid for 30 days from the date of the proposal. If this proposai meets with
your approval, please provide your signature at the space provided below and return one copy for
our files.
Respectfully submitted,
Land Designs by Ellison
Sean Moody
of , 2008.
BECK BUILDING COMPANY
APPLICATION FOR PAYMENT
5ubcontractor: LAND DESIGNS BY ELLISON, INC.
Project: HATHAWAY RESIDENCE
)escription of Work: Landscape
BBC
Cost
Code Description
21200 Site Preparation
21200 Soil Prep & Grading
20930 Boulder Retention Wals
20930 Landscape Boulders
21200 Garden Pathway
100400 Fire Pit Terrace
21200 I rrigation
21200 Trees
21200 Shrubs
21200 Perennials
21200 Revegetation
21200 Hardware
21220 Water Feature:excavation & rough in
21220 Water Feature: stone work
21220 Water Feature: finish work/start up
21200 Lighting
21200 Final site detail
21200 As-built plans /operations manual
Contract
Value
12,700.00
33, 800.00
67,100.00
10,100.00
15,600.00
3, 200.00
36,800.00
58,000.00
19,400.00
35,000.00
4,900.00
10,000.00
20,000.00
69,000.00
30,000.00
4,400.00
4, 200.00
2, 200.00
Total Original � 436,400.00
Total Contract � 436,400.00
Contract No: 20071-LDE
Application No:
Project No: 2�71
Work Completed
Prev Apps � This App
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67,100.00 rv
10,100.00 �
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3,200.00 �
36,800.00 �, 3°0
58,000.00 �{�Sa�
19,400.00 �'j�5a
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35,000.00 35�°�
4,900.00 2�`(°
10,000.00 �
20,000.00 �
69,000.00 'd
30,000.00 3�
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4,400.00 S�
4,200.00 `f���
2,200.00 �
0.00 436,400.00
0.00 436,400.00
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06/26/2008
BECK BUILDING COMPANY
STANDARD SUBCONTRACTOR GUARANTEE
Ceres Design & Arborscape, LLC, DBA: Land Design by Ellison guarantees that the Landscape that he has
provided in the Hathaway Residence have been done in accordance with the Drawings and Specifications and
that the work as provided will fulfill the requirements of the guaranty-warranty included in the Specifications.
The Subcontractor agrees to repair or replace any or all of their work together with any other adjacent work
which may be displaced by so doing, that may prove to be defective in its workmanship or material within a
period of 1 year from the date of Temporary Certificate of Occupancy/Certificate of Occupancy, ordinary wear
and tear and unusual abuse or neglect excepted. The subcontractor agrees to pay for or pursue payment from
his insurance carrier for damage to adjacent materials and equipment that is caused by the defective work.
In the event of the Subcontractor's failure to comply with the above-mentioned conditions within thirty (30)
days after being notified in writing by the Contractor, he hereby authorizes the Contractor to proceed to have
such defects repaired and made good at his expense, and he will honor and pay the costs and charges
therefore upon demand.
Ceres Design & Arborscape, LLC
DBA: Land Design by Ellison
Signed
� ubcontra or
Page 1 of 1
Warren Campbell - Hathaway landscape bond refund
From: Chuck Coe
To: "wcampbell@vailgov.com"
Date: 6/ 11 /2009 10:5 8 AM
Subject: Hathaway landscape bond refund
CC: Frank Payne
Warren,
I have been authorized and directed by Beck Building Co. President Frank Payne to issue
the following instructions to the Town of Vail:
Regarding the Hathaway Residence landscape bond refund under Permit # B07-0058, you
are hereby directed to make this check payable to John Hathaway, and mail this check to Mr.
Hathaway at 791 Potato Patch Dr, Vail, CO.
This refund is not to be made out or sent to Beck Building Company as previously stated, per
a subsequent agreement between Frank Payne and John Hathaway.
Thank you for your attention to this matter.
�
�
CHU�K CC�E
Su penntendent
t�t��, �°y'�:�, tt� �.':� ��� ,���:; t�,� � f a�rt�t ��€, ����;t.
N+as4 ()11ice E�x �1i:Ji§::i Vail C��aeiU Fiiu"_Ei
�E"3.+ S.� 1i.� {:.t'�!:� ��`l.� F i!?f ti i� ��C� "'� i.'iil
�h«�k��txsc:k t�u il�s.t���t�rri
file://C:\Documents and Settings\Administrator\Local Settings\Temp\XPgrpwise\4A30E3... 06/11/2009
PREPARED 6/15/09, 12:32:33 � ��- ., '�,�DEPOSIT REFUND REPORT-UPDATE � �� - .- .�� PAG£�. .1
PROGRAM MR415U �
Town of Vai1
---------------------------------
CUST-ID CUSTOMER NAME TYPE
CHARGE DEPOSIT DEPOSIT-ADJ ADJUSTMENT AFTER-REFUND
CODE DESCRIPTION TX-DATE AJ-DATE AMOUNT AMOUNT AMOUNT AMOUNT
2852 John Hathaway DZ
DEP10 Dep-Developer Imp Agrmts 12/15/OS 6/15/09 87750.00 87750.00 87750-00= - .00
------------- -------------
TOTAL FOR CUSTOMER TYPE: D2 87750.00 87750.00 87750.00- .00
------------ ------------ ----------- -------------
------------- ----- — ------ ------------- ---- — -------
GRAND TOTAL: 87750.00 87750.00 87750.00- .00
DEPOSIT COUNT: 1
G/L BATCH CREATED: BATCH-01673 2009/06 USERID-JLOVATO AP HELD
COUNT- .00 AMOUNT- 67,750.00
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
Job Address:
Location.....:
Parcel No...:
C�]: �l�ta
APPLICANT
CONTR.ACTOR
ARCHITECT
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP) PERMIT
791 POTATO PATCH DR VAIL
791 POTATO PATCH DR
210106301024
HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
MICHAEL SUMAN ARCHITECT,
PO BOX 7760
AVON
CO 81620
License: C000001764
Desciption: CONSTRUCTION OF A NEW SFR
Occupancy Type
Totals...
Number of Dwelling Units: 1
Town of Vail Adjusted Valuation: 3,200,000.00
03/20/200�
Permit #:
Project #:
Status . . . .
Applied . . :
Issued . . .
Expires.....:
B07-0058
PRJ06-0225
ISSUED
03/20/2007
06/OS/2008
12/OS/2008
03/20/2007 Phone: 970-949-1800
03/20/2007 Phone: 970-949-1800
LLC 03/20/2007 Phone: 970-471-6122
� �.
�" � s1 � (
� �� �
v�.�v�����
Factor Sq Feet Valuation
8,682 $3,200,000.00*
Revision Valuation: $0.00
**********s**********�***********x*****s************�****�******* FEE SUMMARY *******�*****s*********:****r*r*********:�*s*:******s:c******
Building------> $13, 638.75 Restuarant Plan Review--> $0.00 Total Calcula[ed Fees-----> $24, 139.24
Plan Check--- > $ s, 8 6 5.19 Recreation Fee------------ > $1, 3 0 2. 3 0 Additional Fees------------ > $ 0. o 0
Investigation-> $0. oo TOTAL FEES-------------> $24, 139.24 Totai Permit Fee-----------> $24, 139.24
Will Call-----> $3.00 Payments-------------------> $24, 139.24
BALANCE DUE---------> $0. 00
******************************�********************�*******************************�*************************************************************
Approvals:
Item: 05100 BUILDING DEPARTMENT
04/11/2007 cgunion Action: CR see 1/h/n
05/O1/2007 cgunion Action: AP approved revised corrected plans
08/17/2007 cgunion Action: AP approved revision for hot tub vault.
05/13/2008 JRM Action: AP APPROVED ROOF OVER GAS METERS
Item: 05400 PLANNING DEPARTMENT
03/27/2007 Warren Action: AP
06/13/2007 Warren Action: AP Retaining wall structurals approved dated
June 8, 2007
07/30/2007 Warren Action: AP Revisions to crate a spa mechanical room a:
per
notes on plans.
Item: 05600 FIRE DEPARTMENT
03/22/2007 DRhoades Action: COND See conditions attached to DRB06-0528.
05/28/2008 JJR Action: NA REV08-0010
Item: 05500 PUBLIC WORKS
03/30/2007 gc Action: DN Provide stamped PE drawings for retaining
(any wall over 4' and all cobination walls)
Provide updated staging plan.
Provide an erosion control plan.
Provide a Revokable Right of Way permit.
Drainage pipe on the south end of lot to be moved to the west away from the patio
04/26/2007 gc Action: COND Provide stamped PE drawings of all retaini:
(single and combination walls) before the construction of walls or June 15th.
Must recive an eseament before TCO is granted.
Provide the Revocable Right of Way permit before TCO.
Item: 05550 ENGINEERING CIVILS
*****************************************«**********************************�**�****************************************************�************
See the Conditions section of this Document for any conditions that may apply to this permit.
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 HOL:
AM-4PM.
siGr
*���**���*�*���******�*�*�****�*��*�**�*�********�*****���***�**�****�***�*��**************�*�***��****�
CONDITIONS OF APPROVAL
Permit �: B07-0058 as of 06-OS-2008 Status: ISSUED
�*****�:x��x***���x�:*�**�:��***�*�*******:��*:�*��***��:�*�x�***�****�*�x�:�**:�****�:*�**�****�**�:**�*�:**�:**:�*�x*��*
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 03/20/2007
Applicant: BECK BUILDING COMPANY Issued: 06/OS/2008
Job Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Parcel No: 210106301024
��*�x*�x�:�x�::�*�::x��***���:*:x***�***�*�*�x*�x�*�:*�xx�***�*��****��*�:******�*���:***��*��*�***:��:*��*�*�x*�x*:�**�**��**
CONDITIONS
*****��:�*��****�x***************�x�:******�****�x�*�x�:******��***�*�**�*�x****�:*****�*�x***�*:x*******�*:x******�
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0008766
Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES
standards.
Cond: CON0008767
Monitored fire alarm system required and shall comply with NFPA 72(2002)and
VFFS standards.
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: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING
INSPECTION WILL BE CALLED FOR.
Cond: CON0009771
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
**************************��****************************************************************
Statement Number: R080000889 Amount: $110.00 06/05/200804:40 PM
Payment Method: Check Init: RLF
Notation: 15583 BECK
BUILDING CO
-----------------------------------------------------------------------------
Permit No: B07-0058 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $24,139.24
This Payment: $110.00 Total ALL Pmts: $24,139.24
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code
--------------------
PF 00100003112300
Description Current Pmts
------------------------------ ------------
PLAN CHECK FEES 110.00
-----------------------------------------------------------------------------
TRANSM ITTAL
TO I O\I . �
ATTN
FROM �
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8 U 1 L 0 1 N 6
C U M P 11 N Y
DATE � � (��
RE � . �,{� �D�/�Q`
VIA �� �_�1 . �
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We are sendin� you the foliowing items:
[ ] Shop Drawings [ l Prints
[ ] Samples [ ] Specifications
[ ] Change Order [ ] Photographs
COPIES
I
�
[ ] Plans
[ ] Copy of letter
( ) Bidding Guidelines
DATE DESCRIPTION
s/al�d' �� � C��. � ��au�r�
�5
These are transmitted as checked below:
[ I For approval [) Approved as submitted [ For your use
[] Approved as noted [] Returned for corrections [ As requested
� l For review & comment [) For bids due [ l
Remarks:
. v��v
Copy to: �. , l � Signed:
-v�,�� �i�%��i%�� %�i��r
F:ICOMPANIITEMPLATE�Beck Building Co WadlTrarxmittal.doc
Tornrn of Vall � � � (� � I�
Q�F'C �
aPY
JUN 0 4 2008
BUIIDING A LEGACY QF TRUST FOR OVER 30 YEARS
Post Office Box 403Q Vait Colorado 81658 Te1 970 949 1800 Fax 970 949 4335 bec builds�� W N O F VA I L
s�l°�,�a s �
Q 1� sto InsuNa�l� LLC
1��{,es
Post OfFice Box 2888
Vail, Colorado 81658
970-524-3000
Fax 970-524-3001
Mr. Chuck Coe
Beck Building Company
PO Box 4030
Vail CO 81658
May 21, 2008
PROJECT: Hathaway Residence Insulation and R-values
791 Potato Patch
Vail, CO
ROOF AREAS
R-32 (5") polyurethane spray foam (PUF) with R-26 (6.25") Blow-In-Blanket Fiberglass
Insulation System (BIBS) for a total of R-58 to 2x12 exterior ceiling of the home
R-19 (3") PUF with R-30 unfaced fiberglass batts for a total of R-49 to garage metal deck
exterior ceiling
EXTERIOR WALL AREAS
R-23 BIBS to 2x6 exterior wa11s
R-47 BIBS to 11" clear exterior wa11s_/
Polyurethane spray foam to misc. cavities adjacent to beams and columns
R-23 BIBS to 2x6 garage exterior wall
R-23 BIBS to 2x6 garage common wall
R-15 BIBS to 2x4 furred concrete exterior walls
R-16 PUF to 2.5" furred concrete exterior walls
VAPOR BARRIERS
MemBrain smart vapor bazrier to exterior ceilings, garage e�erior ceilings, e}rterior walls,
garage exterior walls, garage common walls
MemBrain smart vapor barrier applied directly to concrete walls that are furred out
INTERIOR FLOORS/WALLS
R-25 unfaced fiberglass batts to 11 7/8" mid floor
R-25 unfaced fiberglass batts to 14" LVL mid floor
R-30 unfaced fiberglass batts to 11 7/8" crawl ceiling
R-25 unfaced fiberglass batts to 11 7/8" rim joist
CANTILEVERED AREAS y
3" polyurethane spray foam to cantilevered area and beams
with R-25 unfaced fiberglass batts below
3" polyurethane spray foam to cantilevered beams one foot inside the home
R-25 unfaced fiberglass batts to 11 7/8" rim joists
R-13 sound batts to Zx4 interior walls
R-19 sound batts to 2x6 interior walls
WINDOW AND DOORS
Foam all windows, doors, and penetrations
Page 2 of 2
Call me with any questions or comments.
ck Rogers
Assistant Br ch Manager
See attachments
ES Report on polyurethane spray foam
Builders Statement on Blow-In-Blanket System fiberglass insulation
�
!- �l
��� ESR-1615
� EPO RTTM Reissued April 1, 2008
This report is subject to re-examination in one year.
ICC Evaluation Service, Inc. B"�'"�1Of�� °�' �0 �Q"�' "�"'�� �� � �� • ��� �
Regional Office � 900 Mor�tdair Roed, Suite A�m, Alaberna 35213 ■(205) 599-9800
W W W. I C C-@S .O Cq Recjional Office � 4051 West Fbssrraor Roed, Courrtry Gub Hdls, Illinas 60478 �(708) 799-2305
DIVISION: 07—THERMAL AND MOISTURE PROTECTION
Section: 07210—Building Insulation
REPORT HOLDER:
NCFI POLYURETHANES
POST OFFICE BOX 1528
MOUNT AIRY, NORTH CAROLINA 27030
(336) 789-9161
www.ncfi.com
Roqer.mo rrison(cDncfi. net
EVALUATION SUBJECT:
INSULSTAR� SPRAY APPLIED POLYURETHANE
INSULATION
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2006 Intemational Building Code� (IBC)
■ 2006 Intemational Residential Code� (IRC)
■ 2006 Infemational Energy Conservation Code� (IECC)
■ Other Codes (see Section 8)
Properties evaluated:
■ Surtace�buming characteristics
■ Physiql properties
■ Thermat resistanc�
■ Attic and crawl space installation
2.0 USES
InsulSta� insulation is used as a medium-density thermal
insutating material and has been evaluated for use in Type V-
B construdion (IBC) and dwellings under the IRC. Under the
IRC, the insulation may be used as a vapor retarder, or as an
air-impermeable insulation when applied in accordance with
this report.
3.0 DESCRIPTION
3.1 General:
InsulStar'� is a spray-applied cellular polyurethane foam plastic
insula6on tt�at is installed in cavities of roofs, ceilings, floors,
crawl spaces and stud wall assemblies. The foam plastic is a
two-component, dosed-oell, one-to-one-by-volume spray foam
system with a nominal density of 2 pcf (32 kg/m3). InsulSta�
insulation may be used for application to wood, metal,
concrete, masonry and gypsum board surfaces. InsulStar�
insulation liquid components are supplied in nominally 55-
gallon (208 L) drums, labeled as "A" component or "R°
component.
3.2 Surtace-buming Characteristics:
The insulation, at a maximum thickness of 4 inches (102 mm)
and a nominal density of 2 pcf (32 kg/m3), has a flame-spread
index of less than 25 and a smoke-developed index of less
than 450 when tested in acxordance with ASTM E 84.
Thicknesses of up to 8 inches (203 mm) for wall cavities and
12 inches (305 mm) for ceiling qvities are recognized based
on room corner fire testing in accordance with NFPA 286,
when covered with minimum '/2 inch-thidc (13 mm) gypsum
board or an equivalent thermal barrier complying with, and
installed in accordance with, the applicable code.
3.3 Thermal Transmission R-values:
The insulation has thermal resistance R-values, at a mean
temperature of 75°F (24'C), as shown in Table 1.
3.4 Aldocoat� 757 Intumescent Coating:
Aldocoat'� 757 intumescent coating is manufactured by Aldo
Products Company and is a water-based latex coating with
specific gravity of 1.4. AldocoaY° 757 is supplied in 5-gallon
(19 L) pails and 55-gallon (208 L) drums and has a shelf life
of six months when stored in a factory-sealed container at
temperatures betw�een 40°F (4.5°C) and 90°F (32°C).
4.0 INSTALLATION
4.1 General:
InsulSta� insulation must be installed in accordance with the
manufaeturer's published installation instruc6ons and this
report. The manufacturer's published installation instructions
and this report must be stricUy adhered to, and a copy of the
instrudions must be available at all times on the jobsite during
installation.
InsulStar insulation must be spray-applied on the jobsite
using a volumetric positive displacemerrt pump as identified in
the NCFI application manual. The InsulStar R component
must not be stored at temperatures below 65°F (18°C) or
above 85°F (29°C). InsulStar must not be used in areas that
have a maximum in-service temperature greater than 180°F
(82°C). The foam plastic must not be used in electrical outlet
or jundion boxes or in direct continuous oontad with water.
The InsulStar•insulation, with a maximum nominal thickness
of 8 inches (203 mm) for wall pvities and 12 inches (305 mm)
for ceiling cavities, must be separated from the interior of the
building by an approved thermal barrier of 0.5-inch (12.7 mm)
gypsum wallboard ar an equivalent 15-minute thermal barrier
complying with and installed in acxordance with the applicable
oode. Within an attic or cravN space, installation must be in
accArdance with Section 4.2.
4.2 Attics and Crawl Spaces:
4.2.1 ApplicaUon with a Prescriptive Ignition Bamer:
When InsulStar� insulation is installed within attics or crawl
spaces where entry is made only for service of utilities, an
� REPORTS'" are not to be constnred as representrng aesthetics or any other attributes not spec�cally addressed, nor are they ro be construed as an
endorsement of the subject ofthe report ora recommendation for its use. There is no warranty byICCEvaluaJion Service, /nc., express or implied, as to arry finding
or other matter rn this repon, or as to arry product covered by the report.
Copyright � 2008
�
��m.�rn.a.�
mmu.R �rraunor
Page 1 of 3
Page 2 of 3 ~ ESR-1615
ignition barrier must be instalied in accordance with IBC
Section 2603.4.1.6 or IRC Sections R314.5.3 and R314.5.4,
as applicable. The ignition barrier must be consistent with the
requirements for the type of construction required by the
applicable code, and must be installed in a manner so that the
foam plastic insulation is not exposed. InsulSta� insulation as
described in this section may be installed in unvented attics in
accordance with IRC Sedion R806.4.
4.2.2 Application without a Prescriptive Ignition Barrier:
Where InsulStar� insulation is installed in accordance with
Section 4.2.2.1, the following conditions apply:
■ Entry to the attic or crawl space is only to service utilities,
and no heat-produang appliances are permitted.
■ There are no interconnected basement or attic areas.
• Air in the attic is not circulated to other parts of the
building.
■ Ventilation of the attic or crawl space is provided in
acxordance with the applipble c�de, except when air-
impermeable insulation is permitted in unvented attics in
accordance with Section R806.4 of IRC.
4.2.2.1 Application with Intumeacent Coating: In attics,
InsulStar'� insulation may be spray-applied to the underside of
roof sheathing or roof rafters, and/or vertical surtaces; and in
crawl spaces, InsulStar'� insulation may be spray-applied to
the underside of floors and/or vertiql surtaces as descxibed
in this section. The thidcness of the foam plastic applied to the
underside of the top of U�e space must not exceed 10 inches
(254 mm). The thidcness of the foam plastic applied to vertical
surfaces must not exc�ed 6 inches (152 mm). The foam
plastic must be covered with a minimum nominally 10-mil
(0.25 mm) wet fi lm thickness of the Aldocoat� 757 intumescent
coating described in Section 3.4. The Aldocoat� 757
intumescent coating must be applied over the InsulSta�
insulation in accordance with the coating manufacturer's
instructions and this report. Surtaces to be coated must be
dry, Gean, and free of dirt, loose debris and any other
substances that could interfere with adhesion of the coating.
The Aldocoat� 757 coating is applied with a medium-size nap
roller, soft brush or conventional airless spray equipment at a
rate of 0.75 gallon per 100 square feet to obtain a
recommended minimum dry film thickness of 7.5 mils (0.19
mm) [10 wet mils (0.25 wet mm)]. The coating must be applied
when ambient and substrate temperatures are within a range
of 50°F (10°C) to 90°F (32°C), and requires a 24hour curing
time. InsulStar� insulation may be installed in unvented attics
as described in this section in accordance with IRC Section
R806.4.
4.2.3 Use on Attic Floors: InsulStar'� insulation may be
installed exposed at a maximum thickness of 12 inches (305
mm) between joists in attic floors. The InsulStar'� insulation
must be separated from the interior of the building by an
approved thermal barrier. The ignition barrier in acxordance
with IBC Section 2603.4.1.6 and IRC Section R314.2.3 may
be omitted.
5.0 CONDITIONS OF USE
The InsulSta►'� insulation described in tt�is report complies
with, or is a suitable altemative to what is specified in, those
codes listed in Section 1.0 of this report, subject to the
following conditions:
5.1 This evaluation report and the manufaeturer's published
installation instructions, when required by the code
official, must be submitted at the time of permit
application.
5.2 InsulSta� insulation and Aldocoat� 757 intumescent
coating must be installed in accordance with the
manufacturer's published instatlation instructions, this
evaluation report and the applicable code. The
instructions within this report govem if there are any
conflicts between the manufacturer's published
installation instructions and this report.
5.3 InsulStar'° insulation must be separated irom the interior
ofthe building by an approved 15-minute thermal barrier,
as described in Sedion 4.1, except when installation is
in attics and crawl spaces as described in Section 4.2.
5.4 InsulStar� insulation must be protected from the w�eather
during application.
5.5 InsulStar insulation must be applied by installers certified
by NCFI Polyurethanes.
5.6 Use of InsulStar'� insulation in areas where the
probability of termite infestation is "very heavy° must be
in acxordance with IBC Section 2603.8 or IRC Sedion
R320.5, as appliqble.
5.7 Jobsite certification and labeling of the insulation must
comply with IRC Sections N1101.4 and N1101.4.1 and
IECC Sections 102.1.1 and 102.1.11, as applicable.
5.8 InsulStar'� insulation at a 15/1e inch ( 33.3 mm) thickness
or greater is a vapor retarder as defined in IRC Section
R202 and IECC Sedion 202.
5.9 InsulSta►� insulation is produced in Mount Airy, North
Carolina, and Cleafield, Utah, under a quality control
program with inspections by Construction Materials
Technologies (AA-709).
6.0 EVIDENCE SUBMITTED
6.7 Data in accordance with ICC-ES Acceptance Criteria for
Spray-applied Foam Plastic Insulation (AC377), dated
October 2007.
6.2 Reports on room corner fire tests in accordance with
NFPA 286.
6.3 Reports on air leakage tests in acxordance with ASTM
E 283.
6.4 Reports on water vapor transmission tests in accordance
with ASTM E 96.
7.0 IDENTIFICATION
Components of the InsulStar'� insulation are identified with the
manufacturer's name (NCFI Polyurethanes), address and
telephone number; the produd trade name (InsulStar'�; use
and application instructions; the density; the flame-spread and
smoke-developmerrt indices; the evaluation report number
(ESR-1615); and the name of the inspedion agency (PRI
Construction Materials Technologies LLC).
Aldocoai� 757 intumescent coating is identified with the
manufacturer's name (Aldo Produds Company, Inc.) and
address; the product trade name (Aldocoat 757); use
instructions; and the name of the inspection agency (PRI
Construction Materials Technologies LLC).
8.0 OTHER CODES
8.1 Evaluaiion Scope:
The products recognized in this report have also been
evaluated in acxordance with the following codes:
■ BOCA� National Building Code/1999 (BNBC)
■ 1999 Standard Building Code° (SBC)
■ 1997 Uniform Building CodeTM'(UBC)
Page 3 of 3 � ESR-1615
8.2 Uses:
See Sedion 2.0, except the product has been evaluated for
Type 5-B (BNBC), Type VI (SBC) and Type V-N (UBC).
8.3 DescripUon:
See SecUon 3.0.
8.4 Installation:
See Section 4.0 except the wording of Section 4.2.1 should be
replaced with the wording of Section 8.4.1 and the wording of
Sedion 4.2.3 should be replaced with the v�rording of Section
8.4.2.
8.4.1 Application with a Prescriptive Ignition Barrier:
When InsulSta� insulation is installed within attics or crawl
spaces where entry is made only for service of utilities, an
ignition barrier must be installed in ac.cordance wrtth BNBC
Section 2603.4.1.4, SBC Sedion 2603.5.1.6, or UBC Sedion
2602.4, as applicable. The ignition barrier must be consistent
with the requiremerrts for the type of construction required by
the appliqble code, and must be installed in a manner so that
the foam plastic insulation is not exposed.
8.4.2 Use on Attic Floors: InsulSta� insulation may be
installed exposed at a ma�cimum thidcness of 12 inches (305
mm) between joists in attic floors. The InsulSta� insulation
must be separated from the interior of the building by an
approved thermal bamer. The ignition barrier in accordance
with BNBC Sedion 2603.4.1.4, SBC Sedion 2603.5.1.6, and
UBC Section 2602.4 may be omitted.
8.5 Conditions of Use:
The InsulStar� insulation described in this report complies
with, or is a suitable aftemative to what is specified in, those
codes listed in Section 8.1 of this report, subject to the
conditions noted in Sections 5.1 through 5.9.
TABLE 1— THERMAL RESISTANCE (R-VALUES)
'Calculated R-values are based on tested K-values at 4-inch thickness.
}, � �
����-C� aa5
APPLIC TION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Buildin� Permit # a�� �' ���
�� � '�� � � 9T0-�i9`�2't�9 tin�;pect�dns)
�� � � � �,� �� _ � w
������ �� REVISION TO TOWN OF VAIL BUILDING PERMIT
Separate Permits are required for electrical, plumbing, mechanical, etc.!
75 S. Frontage Rd.
Vail, Colorado 81657
***All Revision submittals must include the Field Set of approved plans. No further inspections
will be performed until the revisions are approved. ***
CONTRACTOR INFORMATION
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials
REVISED AMOUNT: $ �(lp ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $
For Parcel # Contact Ea,
Parc±el�#
l�lp 3�
i Job Name: ,-►, d
L�t
Legal Description Lot:
�Owners Name: �k� �n
Architect/Desianer:
County Assessors Otfice at 970-328-8640 or visit w�
�
Job Address: � f
,� Block� Filing: � Subdivision:
ress: n„� u�_ �: r�
• ..-
� .:, � .. -
�� ' � -J
.r.7.7i�]
111� U2P 3�11�1Jt� I /. T 70 _ 7`!i '/SU d
Engineer: 6��� Address: � � Phone� � ,�,
REASON FOR REVISIONS: �t�v������g,
��� �;���r� �oti;..Cs;�c-1 ��.^eti' y-�� T G�t-C2ivtG�,�� C,���"�$..�i��
Work Class: New ( ) Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ✓�_ ��
.
Work Type: Interior () Exterior (�/f' Both () Does an EHU exist at this location: Yes () No ()
Type of Bldg.: Single-family ( Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: ��- No. of Accommodation Units in this building: ��-
pe of Fireplaces Existing: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burnin ()
pe of Fireplaces Proposed: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burnin (NOT ALLOWED
a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist: Yes () No ()
****,��,�*,�**�*******,�*****�***�***************,�***FOR OFFICE USE ONLY*********�*,��******************,��*************
F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007
���
�,,�
�
� 7�
TRANSM ITTAL
T� � ,V. �,I . l.��r,N�,µA . {J
ATTN ��J��f�
FROM f � �
4
We are sending you the following items:
�
B U i L D I N G
C 0 M P A N Y
DATE ��3/O�
RE �,�� # UQ� DD '�J F� ' h' �.
VIA �� ��
t � R�. � �� o�a.
[ ] Shop Drawings [ ] Prints [ ] Plans
(] Samples [] Specifications [] Copy of letter
[] hange Order [� Photographs [] Bidding Guidelines
. ,
L s ��"'�' �,,,� �,
COPIES DATE
o� �ev. LI /l �F1 A�
I --_
�
q����o�
C� �� �����
DESCRIPTION
,
, `�', �'
���`�` �b •�""� -1 f
Tov �� �
��,.�►,D �`�"A
°�
These are transmitted as checked below:
[ For approval [] Approved as submitted [] For your use
[] Approved as noted [] Returned for corrections [ I As requested
[] For review & comment [] For bids due []
'' � I
�� ` � r i � � � �� � 1 1 1 ; � �
I �
�►• � � ,� , I 1
Copy to: �. � _
.��.CQ,
Signed: �
F:\COMPAN`(�TEMPLATE\Beck Building Co Word\Transmittal.doc
BUILDING A LEGACY OF TRUST FOR OVER 30 YEARS
Post Office Box 4030 Vail Colorado 81658 Tel 970 949 1800 Fax 970 949 4335 beckbuilds.com
f
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213 8
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP) PERMIT Permit #: B07-0058
Project #: PRJ06-0225
Job Address: 791 POTATO PATCH DR VAIL Status ...: ISSUED
Location.....: 791 POTATO PATCH DR Applied ..: 03/20/2007
Parcel No...: 210106301024 Issued ... 06/OS/2008
Expires.....: 12/OS/2008
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
APPLICANT BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
CONTR.ACTOR BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
ARCHITECT MICHAEL SUMAN ARCHITECT,
PO BOX 7760
AVON
CO 81620
License: C000001764
Desciption: CONSTRUCTION OF A NEW SFR
Occupancy Type
Totals...
Number of Dwelling Units: 1
Town of Vail Adjusted Valuation: 3,200,000.00
03/20/200�
03/20/2007 Phone: 970-949-1800
03/20/2007 Phone: 970-949-1800
LLC 03/20/2007 Phone: 970-471-6122
Factor Sq Feet Valuation
8,682 $3,200,000.00*
Revision Valuation: $0.00
■*►*►�**�*+�***�***+*+***r�r�x***+**�**�***�r****+s+*►*++�+�****■ FEE SUMMARY �+*�*�r*x*�s++*�*as�«+�*s�**�++�**+r*rre+�*+**�*�***+�rr*�•
Building------> $13 , 638.75 Restuarant Plan Review--> $o. oo Total Calculated Fees-----> $24, 304.24
Plan Check---> $8, 865. 19 Recreation Fee------------>
$1 , 3 02 . 3 o Addihonal Fees------------> $ o. o 0
lnvestigation-> $ o. o o TOTAL FEES-------------> $ 2 4, 3 04 . 2 4 Total Permit Fee----------->
$24,304.24
Will Call-----> $3 . 00 Pa ments------------------->
y $24,304.24
BALANCE DUE---------> $ o. o 0
r*�+�****t�***r***�*a*s*■:rs+.e+*«�x***a*��x:**�***r*:«*s***r��****�*******��*r+*■+***e*�•r+*+��r»******.++�*+.�+s+*s�+rr*.+++++*+r�+*+�*�s*w�*..
Approvals:
Item: 05100 BUILDING DEPARTMENT
04/11/2007 cgunion Action: CR see 1/h/n
05/Ol/2007 cgunion Action: AP approved revised corrected plans
08/17/2007 cgunion Action: AP approved revision for hot tub vault.
05/13/2008 JRM
08/04/2008 cgunion
Item: 05400 PLANNING DEPARTMENT
03/27/2007 Warren
Action: AP
Action: AP
Action: AP
APPROVED ROOF OVER GAS METERS
APPROVED REVISIONS TO LANDSCAPE DRAWINGS
06/13/2007 Warren Action: AP Retaining wall structurals approved dated
June 8, 2007
07/30/2007 Warren Action: AP Revisions to crate a spa mechanical room a�
notes on plans. '
07/18/2008 Warren Action: AP Planning approves ot the site landscaping �
he fire pit and spa area submitted on July 15, 2008.
Item: 05600 FIRE DEPARTMENT
03/22/2007 DRhoades Action: COND See conditions attached to DRB06-0528.
05/28/2008 JJR Action: NA REV08-0010
Item: 05500 PUBLIC WORKS
03/30/2007 gc Action: DN Provide stamped PE drawings tor retaining �
(any wall over 4' and all cobination walls)
Provide updated staging plan.
Provide an erosion control plan.
Provide a Revokable Right of Way permit.
Drainage pipe on the south end ot lot to be moved to the west away trom the patio
04/26/2007 gc Action: COND Provide stamped PE drawings ot all retaini�
(single and combination walls) before the construction of walls or June 15th.
Must recive an eseament before TCO is granted.
Provide the Revocable Right of Way permit before TCO.
07/18/2008 cdelles Action: AP Approved revision for the spa/terrace
Item: 05550 ENGINEERING CIVILS
�..+*...*+.:+*..+�*..s**...*.�.+**+:+**.�.+*+:.+**+.�.+*..�*.*.v*�..+..:�**..*«*.�.**..«�...�***+*****��*.�.��*.*+.**:+��.*.�*+*.�**.+..+.,+�..�.
See the Conditions section of this Document for any conditions that may apply to this permit.
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 N DVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM •
4 PM.
C���'�,�G� '
TURE OF
OR CONTRACTOR FOR HIMSELF AND OWNER
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit #: B07-0058 as of 08-08-2008 Status: ISSUED
********************************************�***********************************************************
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 03/20/2007
Applicant: BECK BUILDING COMPANY Issued: 06/OS/2008
Job Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Parcel No: 210106301024
********************************************************************************************************
CONDITIONS
********************************************************************************************************
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0008766
Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES
standards.
Cond: CON0008767
Monitored fire alarm system required and shall comply with NFPA 72(2002)and
VFES standards.
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: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING
INSPECTION WILL BE CALLED FOR.
Cond: CON0009771
***+****************************************�****************************+****************+*
TOWN OF VAIL, COLORADO Statement
************�***************************+****++*********++*******************************+**
Statement Number: R080001341 Amount: $165.00 08/08/200811:28 AM
Payment Method: Check Init: SAB
Notation: 15929 BECK
BUILDING
-----------------------------------------------------------------------------
Permit No: B07-0058 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $24,304.24
This Payment: $165.00 Total ALL Pmts: $24,304.24
Balance: $0.00
******************+********+*******************+********************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 165.00
-----------------------------------------------------------------------------
75 S.�
Vail,
***All
Genera
�
A.B I N WILL ��� 1.4'�G�TED IF INCOMPLETE OR UNSIGNED '�`-� a� _���
� �' � �, uildin� Permit # G� �' �Q 5gj
�� ��,w �..n�a �,��,�� PY � Q=�7�m���'�G.i�11S�@CtIO1lS)
•
�15 ti��� RE ION TO TOWN OF VAIL BUILDING PERMIT
�� Sepa\,�te Pe mits are required for electrical, plumbing, mechanical, etc.!
\,.
81 (�F�P
�� mittals must include the Field Set of approved plans. No further inspections
will be performed until the revisions are approved ***
CONTRACTOR INFORMATION
�ctor: Town of Vail Reg. No.: Contact nd Phone #'s:
. <<� - � � 4-
ATTENTION: JOE, JR, HARLIE, GREG, CHRIS
Contractor Signature: „ � ^
COMPLETE
REVISED AMOUNT: $ �
PLUMBING: $
For Parcel # Contact
Job Name: �..�C
Legal Descrip�ion
Owners Name:
Architect/Designer:
eer:
[��7:�
Lot:
�NS EVALUATIONS FOR BUILDING PERMIT (Labor 8� Materials
� ELECTRICAL: $ OTHER: $
MECHANICAL: $ REVISED TOTAL: $
nty Assessors Office at 970-328-8640 or visit wi
�a �-
.
Job Address: ",�Z, f� I ��
Block: � Filing: Subdivision:
_ \ _ y� Address: ; ��
' �'��JL_ v
' Address: ll..,
WITC
�IONS: }�--�l�vtc�.�;,hC�r�
0
C�ti�
0
�D) �'!l"(oldal
� 0 47l-D
'�o iNu�.�-�
v:., r.,. ,
Work Class: New Addition Remodel �
( ) ( ) Repair ( ) �emo ( ) other ( )
Work Type: Interior () Exterior (� Both () Does an EHU exist at this location: Yes () No �
Type of Bldg.: Single-family � Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: /1 No. of Accommodation Units in this building:
�/�
No/Type of Fireplaces Existinq: Gas Appliances (�) Gas Lo s(�,) Wood/Pellet �� W d B
No/Type of Fireplaces
Does a Fire Alarm Exi:
Gas A liances Gas Lo s Wood/Pellet
�) No () Does a Fire Sprinkle
0o urrnng ( )
Wood Burning (NOT ALLOWED
stem Exist: Yes ( X) No ( 1
*******************,�***,�****,�***,�***,�****�****�*�FOR OFFICE USE ONLY�****,�***�***��***********,�********�*,�******�*
F:\cdev\FORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 4/18/2007
� {
� � S'��-I� . - —
Dat�
�dor-thwe ora°d�e �o�ncil nf C��vernments fi�
� TOW11 Of �/A�� �LE1�A`�'OR. PEi��TT A�h�L�C,�.TIQI�. �ror�
a\ w.-... � .� .� �..� � ,� _ . n
perm
To�al �se � :�l01, -�' Date
Plan Review�ed �nd Approued by �
.Jv'. r���,.�!�i..,�-.,-- Fax# .... - �.—
Receipt # �,�lp � �i- # of pages
�..Q Date Issued _ �/'�--�lD �
Perniit �xplr�tion L�a�e _,�--���-,----
** ,AJI the �Following .must be com�l�d by the elevator contractor �* �
Inaccut`ate, �tleylbt� or missin� infortn�'�on �nrill �ause a delay in the apptication prc�ce�,
� Please complete a separate apPlication per conveyance. ,�s �,� �
- • .n . t /A'� , •
JtErisdicriQr� �uilding Permit #
�ob Address ��1�
, Qwner �
� � � Malling•Address
Phon� # �I��( ) ^ `7+.("�_
�levator Contractor ,�
Malling Address ���
Fax # "f t C_) - `� �-t ` ! `�
Phone # `� ( U � `� 4 � ' 7`� `�1.� Fax # - `� l U w `'� y� � l� `� ii�,�
* Permlts ex ire in ane ear for nsw installat�ons and six months for alt�erations **
� New xnstaltat�on Unit or eontract #_ l�3��
S� t��� I
Alteration (uni� cannot be re�urped t� setylGie unti! inspecfed and svnrbved bv /Vbf�CCOGI �
. N4T�CE
I hereby certify tha# Z have read and examin�ed�t�is application
and know tha same ta be true and correct. All ptnvis�ons of (aws
�and brdinances goverriing this type of work will be complied with
wh�ther specc,ifified herefn or not. The •granbng of a permifi does
nat presume to give authorlty to violaCe o� cancel the prov(sions
of any other state or local law regulating rnnstrudion or the
p rfo►manoe of constru�ion. � '
� , ��
°� �
o �.� e i�"r �"�t xr{.`�... Y F," .`Y.F, ?f'y Z:fiaiD .
� NE)A�,INSTALLATION FEES
Passenger flr freighi elevator, lu�la, escalator, m,anring wallc
Up �O and induding $50,000 of•valuatloh =$375.00
Over $50,000 oP valuation =�375.OD plus $7.00 for each
$1,0OO.OU or frac.tion thereof over $50,000,00
Lift, Ducs�bwait�r �r prlvats residence elevato�:
Up tn and Including $z0,000 oF valua�ion =$275.00
�ver $20,000 of valuation �$275.00 plus $4.00 for each
�1,0OO.Oo or fraction thereaf over $20,000.00
,�fAJOR ALTERA'CIQN �EFS: :
Fees for majar alteratiohs sfiall'be'as set forth In 7ab1e 3-A of the
Unlform Administrative Code o� T�ble ��A,
� i,.-� r, _ � P� O �
j00/100 'd
80ZI89�OG6'�N X��
�o���N �� sz � so s�s��ooz�gz�N�r
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
Job Address:
Location.... ..
Parcel No...:
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP) PERMIT
791 POTATO PATCH DR VAIL
791 POTATO PATCH DR
210106301024
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
APPLICANT BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
CONTRACTOR BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
ARCHITECT MICHAEL SUMAN ARCHITECT,
PO BOX 7760
AVON
CO 81620
License: C000001764
Desciption: CONSTRUCTION OF A NEW SFR
Occupancy Type
Totals...
Number of Dwelling Units: 1
Town of Vail Adjusted Valuation: 3,200,000.00
03/2o/aoo�
Permit #
Project #
Status . . . .
Applied . . :
Issued . . .
Expires.....:
B07-0058
PRJ06-0225
ISSUED
03/20/2007
OS/Ol/2007
10/28/2007
03/20/2007 Phone: 970-949-1800
03/20/2007 Phone: 970-949-1800
LLC03/20/2007 Phone: 970-471-6122
Factor Sq Feet Valuation
8,682 $3,200,000.00*
Revision Valuation: $0.00
*******�*�*************************�***********�***************** FEE SUMMARY ***********�**********�:�*****�:�****************************
Building------> $13 , 63 8. � 5 Restuarant Plan Review--> $ o. o o Total Calculated Fees-----> $ 2 3, 8 0 9. 24
Plan Check--- > $ 8, 8 6 5.19 Recreation Fee----------- > $1, 3 0 2. 3 o Additional Fees------------ > $ o. 0 0
Investigation-> $0. 00 TOTAL FEES-------------> $23, 809.24 Total Pernut Fee-----------> $23, 809.24
Will Call-----> $3 . 00 Payments-------------------> $23 , 809. 24
BALANCE DUE---------> $0. 00
*******��****************�****a�*******************�**********�:***********�***************�****�*:x************************************�******:x�***
Approvals :
Item: 05100 BUILDING DEPARTMENT
04/11/2007 cgunion Action: CR see 1/h/n
05/O1/2007 cgunion Action: AP approved revised corrected plans
Item: 05400 PLANNING DEPARTMENT
03/27/2007 Warren Action: AP
Item: 05600 FIRE DEPARTMENT
03/22/2007 DRhoades Action: COND See conditions attached to DRB06-0528.
Item: 05500 PUBLIC WORKS
03/30/2007 gc Action: DN Provide stamped PE drawings for retaining
walls.
(any wall over 4' and all cobination walls)
Provide updated staging plan.
Provide an erosion control plan.
Provide a Revokable Right of Way permit.
Drainage pipe on the south end of lot to be moved to the west away from the
patio.
04/26/2007 gc Action: COND Provide stamped PE drawings of all
retaining walls
(single and combination walls) before the construction of walls or June 15th.
Must recive an eseament before TCO is granted.
Provide the Revocable Right of Way permit before TCO.
Item: 05550 ENGINEERING CIVILS
***********�****m*********�************************************�***********�***********************�*******�*******�*******�**�***************�*�
See the Conditions section of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full t' iQrmation required, completed an accurate plot plan
and state that all the information as required is correct. I agree to co ly with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure accordin to 'e towns zoning an subdivision codes, design review
approved, International Building and Residential Codes and other or i ances of the Town plicable thereto.
,
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOUrRS IN AD ANCE BY �I� �iT'A79--3,id9-9R-AT.,QUR, OFFICE FROM 8:00
AM - 4 PM. I` . , Gi1 � i� �
SIGNATURE OF OWNER OR CON'Y$lACTOR FOR HIMSELF AND OWNEF
�*��****��*�**�**�*���*�*�*�*�**�*��*�*�*��*�**�*�*�*�***���*�*�**���*�*�*�*�����*�*��*�**�*��*�*�*����*
CONDITIONS OF APPROVAL
Permit #: B07-0058 as of OS-01-2007 Status: ISSUED
:�*�x*�:*�:�:�**:�*:x***�***�x*���:*�x*�:*:�*:�*:��:*�:*�:�:�:�*��*�x*�:��:*�*���***�x*�:*:�*�**���:��x*���:*�:*�*�:*�:**�*�x**�x*�**�*�*
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 03/20/2007
Applicant: BECK BUILDING COMPANY Issued: OS/O1/2007
Job Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Parcel No: 210106301024
:��*�:*�**�:*:�*�*�:*�:*�**�:*:�*��:*�:*�**:�*:�*�:*�:**�:*�:x**�x*�:****�:*�:**�:*�:*�:*�:*�:*�:*��x*�:�:�:�x*�x*�:*�:*:�*�:*�:*��x*�x*�:*�x*�*�x
CONDITIONS
�*�:*�x*�x*�*�:**�:*��x*�:*�**�*��:��*�*:�*��x*�*�*:�**�:���:*�:*:�*�*�:*�:**�x*�:*�:*�x*�:*�*�:*��*��x*�*�*���x*�:*:�**���:�*�*�*�:*
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0008766
Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES
standards.
Cond: CON0008767
Monitored fire alarm system required and shall comply with NFPA 72(2002)and
VFES standards.
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: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING
INSPECTION WILL BE CALLED FOR.
********�**�*********��*************�***�****�*********�**�*�***�********�***��*���*�*�*****
TOWN OF VAIL, COLORADO Statement
*****�*******�*:�***********:x�:*********:x**+************************************************�x*
Statement Number: R070000592 Amount: $14,944.0505/O1/200701:40 PM
Payment Method: Check Init: DDG
Notation: Beck Building
Company 13334
-----------------------------------------------------------------------------
Permit No: B07-0058 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $23,809.24
This Payment: $14,944.05 Total ALL Pmts: $23,809.24
Balance: $0.00
*******�:x:�**********�*********�**�x********:�***:��********�x�**�++********�********************
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
RF 11100003112700
WC 00100003112800
Description
------------------------------
BUILDING PERMIT FEES
RECREATION FEES
WILL CALL INSPECTION FEE
Current Pmts
13,638.75
1,302.30
3.00
-----------------------------------------------------------------------------
**************************************************�*******�*********************************
TOWN OF VAIL, COLORADO Statement
*********************************�x**********************************************************
Statement Number: R070000319 Amount: $8,865.19 03/20/200701:59 PM
Payment Method: Check Init: JS
Notation: 13098/BECK
BUILDING CO
-----------------------------------------------------------------------------
Permit No: B07-0058 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $22,506.94
This Payment: $8,865.19 Total ALL Pmts: $8,865.19
Balance: $13,641.75
*************#******************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 8,865.19
�I
AP TION NOT BE ACCEPTED IF INCO LETE OR UNSIi���4�p (��- � ZZ S
4 Project #: ( ���
O � � uilding Permit #: "�
�� 0'-479-2149 (Inspecti
������'� � TOWN OF VAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, etc.!
75 S. Frontage Rd.
Vail, Colorado 81657
General Contractor:
����� � ���
Email address: �
Contractor Signature:
CONTRACTOR INFORMATION
Town of Vail Reg. No.: Contact Person and Phone #'s: �j�� __��(ci —
��y . r�� ,� � �� s� � �w�,-�-� < <��, �.
��
Fax#: G��O_�i�_
COMPLETE VALI�ATIONS FOR BUILDING PERMIT (Labor � Materials
BUILDING: $ �� 2C'�'�l�;��,�C�
PLUMBING: $
ELECTRICAL: $
MECHANICAL: $
OTHER:$
TOTAL: $
*******************************,�*************FOR OFFICE USE ONLY*******,�,�,�******************�****�******************
T e of Construction:
Occupancy Group:
R i
Accepted By:
F: \cdev\FORMS\Permits\Building\building�ermit_4-21-06. DOC
..� ._..� _.... _ __
—.
�� ' „ , -� �
D' � ��
! i h�AR � 2001 � '';
�
� i` �; _-; :
`'�a%e 1 of 16 04/2�/Z(�06
�"�1���M �� ;:r ,, �e t, ; .
4 ^. ,.-: �.. �:
� �
A& D Asbestos Testing and Consulting
John R. Peterman
�����������
P.O. Box 1230 Clifton, CO. 81520-1230
Cell 970-270-3689 Home Phone 970-464-5265
INSPECTION REPORT PREPARED FOR:
John Hathaway
400 Mansfield
Darien, CT. 06820
LOCATION:
The Residence
791 Potato Patch Road
Vail, CO.
REPORT PREPARED BY:
John R. Peterman
Inspector Manager
Certificate No. 6601
2
A& D Asbestos Testing and Consulting
John R. Peterman
Asbestos Testing, Project Design, and Consulting
INTRODUCTION:
On January 25`h, 2007 an inspection/survey was conducted and 20
bulk samples were collected from the:
Residence
791 1'otato Patch Road
Vail, CO.
The purpose of the inspection/survey was to locate and sample
suspected Asbestos containing materials that might be present in the
Building that is planned for demolition.
The inspection was made, and the samples were collected by John R.
Peterman, an A.H.E.R.A. and State of Colorado Certified Asbestos
Inspector. Great care was taken during the inspection and sampling to be as
accurate as possible. It should be noted that minimal damage was done to
the existing building structures during the inspection so there is no
documentation for unseen conditions or stored itemse
All samples were analyzed by DCM Science Lab in Wheatridge, CO.
This laboratory is deemed "Proficient" in the E.P.A.Quality Assurance (QA)
program for the determination of asbestos in bulk materials, and is
accredited by the American Hygiene Association (AHA).
SAMPLING PROTOCOL:
A random sampling scheme was used to sainple the suspect materials that
were discovered. If during any future demolition or renovation work,
suspect material is discovered that hasn't been sampled and would be
disturbed, work should be halted until the material has been tested.
A& D Asbestos Testing and Consulting
John R. Peterman
AsbestosTesting, Project Design, and Consultang
The Residence
791 Potato Patch Road
Vail, CO.
BUILDING DESCRIPTION:
The Building at 791 Potato Patch Road is a multi-story building with an
attached garage that is planned for demolition. The roof is covered with
wood shake shingles, and the soffits are wood. The exterior walls are
covered with wood siding, and exterior stucco. The interior walls are
covered in sheetrock, with two types of texture. The west half is a troweled-
on texture, and the east half is a spray-on hard texture. `The ceilings are
covered in sheetrock that is textured like the walls. The floors are covered
with carpet, finished wood, ceranuc tiles, and three types of sheet vinyl. The
heating is provided by base board heating and a fireplace. No suspect
materials were visible on the heating system.
CONCLUSIONS & RECOMMENDATIONS:
Laboratory analysis of the bulk samples indicate that the sheet vinyl
flooring, in the hot water heater room, contains Asbestos that is in excess of
the Regulatory Limit (Greater than 1°Io Asbestos). The sheet vinyl will need
to be handled as per Colo. Reg. #8 prior to disturbance of this material.
Two of the composite sheetrock samples contain Asbestos that is less than
the Regulatory Limit. T'he Asbestos content of ihe sheetrock samples was
verified by the Required Point Count Analysis.
Date: January 25th, 2007
Location: The Residence, 791 Potato Patch Fioad, Vail, CO.
SAMPLE LOCATIONS
SAMPLE NUMBER AREA SAMPLE REMOVED FROM
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
001
002
003
004
005
006
007
008
009
010
011
012
013
014
015
016
017
018
019
020
Laundry Room Floor
Hot Water Heater Room Floor
Downstairs Bathroom Floor
Hot Water Heater Room Wall
Upstairs Closet Wall
Upstairs Closet Wall West End
Laundry Room Closet
Garage Wall
Upstairs Closet Wall
Entry Closet Wall
Downstairs Bedroom Closet Wall
Living Room Wall
Upstairs Loft Wall
Downstairs Hallway Wall
Downstairs Bedroom Wall
Kitchen Walt
Entry Wall
Entry Exterior Wall
Entry Exterior Wall
Entry Exterior Wall
DESCRIPTION
Sheet Vinyl
Sheet Vinyl
Sheet Vinyl
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/°frowel Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/Trowel Texture
Exterior Stucco
Exterior Stucco
Exterior Stucco
FRIABLE
YES
YES
YES
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
Date: January 25th, 2007
Location: The Resicience, 791 Potato Patch Road, Vail, CO.
SAMPLE RESiJLTS:
SAMPLE NUMBER
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
001
002
003
004
005
006
007
008
009
010
011
012
013
014
015
016
017
018
019
020
DESCRIPTION
Sheet Vinyl
Sheet Vinyl
Sheet Vinyl
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Shee4rock w/Spray-On Texture
Composite Sheetrock �nr/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock wlfrowel Texture
Composite Sheetrock w/'Trowel Texture
Exterior Stucco
Exterior Stucco
Exterior Stucco
Key:
NAD - No Asbestos Detected
CHRY - Chrysotile
PC - Point Count Analysis
ASBESTOS TYPE
NAD
CHRY
NAD
NAD
NAD
Chry PC
NAD
NAD
NAD
Chry PC
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
��o
0.00
37.90
0.00
0.00
0.00
<0.25
0.00
0.00
0.00
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Oa00
0.00
Date: January 25th, 2007
Location: The Residence, 791 Potato Patch Road, Vail, CO.
SUSPECT MATERIAL CONDITIONS
SAMPLE NUMBER
791 - B 001
791 - B 002
791 - B 003
791 - B 004
791 - B 005
791 - B 006
791 - B 007
791 - B 008
791 - B 009
791 - B 010
791 - B 011
791 - B 012
791 - B 013
791 - B 014
791 - B 015
791 - B 016
791 - B 017
791 - B 018
791 - B 019
791 - B 020
Key:
TYPE OF SUSPECT MAiERIAL
MISC
MISC
MISC
SUR
SUR
SUR
SUR
SUR
SUR
SUR
Sl1R
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
MISC - Miscellaneous
SUR - Surfacing
OVERALL CONDITION
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
�GOOD
POOR
GOOD
COOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
DAMAGED
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
IV O
NO
NO
NO
NO
NO
NO
NO
%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0,00
0.00
0.00
0.00
0.00
TYPE OF DAMAGE
N/A
N/A
N/A
Pl/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/e4
N/A
N/A
N/A
Date: January 25th, 2007
Location: The Fiesidence, 791 Potato Patch Road, Vail, CO.
POTENTIAL FOR DISTURBAI\10E
Sample Number Accessibility Potential
yes/no contact
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
i91 - B
791 - B
791 - B
791 - B
791 - B
�91 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
001
002
003
004
005
006
007
008
009
010
011
012
013
014
015
016
017
018
019
020
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
1(ES
YES
YES
YES
YES
YES
HIGH
HIGH
HIGH
HIGFI
HIGH
HIGH
WIGH
HIGH
HIGH
HIGb
HIGH
HIGH
HIGH
HIGH
HICH
HIGH
HIGH
HIGH
HIGH
HIGH
Influence
vibration
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LO W
LOW
Potential
air erosion
LOVI/
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
Located in Plenum
yes/n o
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
CLIENT:
A& D ASBESTOS TESTING & CONSULTING
653 36 1/4 ROAD
PALISADE, CO 81526
DCM SCIENCE LABORATORY, INC.
12421 W. 49TH AVENUE, UNIT #6
WHEAT RIDGE, CO 80033 (303) 463-8270
BULK ASBESTOS TEST REPORT
PAGE 1 OF 5
ANALYSIS DATE: 1-30-07
REPORTING DATE: 2-1-07
RECEIPT DATE: 1-29-07
CLIENT JOB NO.: RESIDENCE
PROJECT TITLE: 791 POTATO PATCH - VAIL, CO
DCMSL PROJECT: ADAT304
PERCENTAGE COMPOSITION BY VISUAL ESTIMATE
TOTAL
DCMSL CLIENT TOTAL PERCENTAGE
SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED
Ni.JMBER NUMBER DATE DESCRIPTION OF SAMPLE Tl'PE RANGE % IN SAb1PLE CONSTITUENTS CONSTITUENTS MATERIALS
-1 791-B-A001 1-25-07 A. WHITE SILICONE CAULK 3.0% ND 0.0 100.0 100.0
B. WHITE FIBROIJS RESIN/YELLOW 45.0% ND 55.0 45A 100.0
MASTIC (I)
C. WHITE AND TAN RESINOUS TILE 52.0% ND 0.0 100.0 100.0
ND
-2 791-B-A002 1-25-07 A. WHITE FIBROUS/YELLOW MASTIC (I) 48.0°/a CHRYSOTILE [75-85] 79.0 I.0 20.0 100.0
B. MULTICOLORED RESINOUS TILE 52.0% ND _ OA 100.0 100.0
37.9
-3 791-B-A003 1-25-07 A. WHITE FIBROUS RESIN/YELLOW 35.0°/a ND 55.0 45.0 I00.0
MASTIC (I)
B. WHITE AND TAN RESINOUS TILE/ 65.0% ND 0.0 100.0 100.0
PINK PAINT (I) ND
-4 791-B-A004 1-25-07 A. WHITEPAINT 2.0% ND 0.0 100.0 100.0
B. WI-IITE DRYWALL MUD 4.0% ND 0.0 100A 100.0
C. TAN FIBROUS 10.0% ND 100.0 OA 100.0
D. WIIITE DRYV1%ALL 84.0% ND _. 2.0 98.0 100.0
ND
-5 791-B-A005 1-25-07 A. WHITE PAINT 1.0% ND O.O 100.0 100.0
B. TAN FIBROUE. 5.0% ND 100.0 0.0 100.0
C. WIIITE DRYVF'ALL MUD 7.0% ND OA 100A 100.0
D. WIIITE DRYV: ALL 87.0% ND 2.0 98.0 100.0
ND
-6 791-B-A006 1-25-07 A. TAN PAINT 2.0% ND 0.0 100.0 l00_0
B. WHITE DRY��'ALL MUD 3.0% CHRYSOTILE [TR-1] 0.5 0.0 99.5 100.0
C. TAN FIBROUS 16.0% ND 100.0 0.0 100.0
D. WHITE DRYV'ALL 79.0% ND 2.0 98.0 100.0
<0.1
CLIENT:
A& D ASBESTOS TESTING & CONSULTING
653 36 1/4 ROAD
PALISADE, CO 81526
DCMSL CLIENT
SAMPLE SAMPLE SAMPLE
NUMBER NUMBER DATE DESCRIPTION
-7 791-B-A007 1-25-07 A. WHITE PAINT
B. WHITE DRYWALL MUD
C. TAN FIBROUS
D. WHITE DRYWALL
-8 791-B-A008 1-25-07 A. TAN FIBROUS
B. WHITE PAINT
C. WHITE DRY��ALL MUD
D. WHITE DRYWALL
-9 791-B-A009 1-25-07 A. WHITE PAINT
B. WHITE DRYWALL MUD
C. TAN FIBROUS
D. WHITE DRYWALL
-10 791-B-A010 1-25-07 A. TAN PAINT
B. WHITE DRY�'ALL MUD
C. TAN FIBROUS
D. WHITE DRYV.'ALL
-1 I 791-B-A011 1-25-07 A. TAN PAINT
B. WHITE DRYV,'ALL MUD
C. TAN FIBROUS
D. WHITE DRYNiALL
DCM SCIENCE LABORATORY, INC.
12421 W. 49TH AVENUE, LJNIT #6
WHEAT RIDGE, CO 80033 (303) 463-8270
BULK ASBESTOS TEST REPORT
PAGE 2 OF 5
ANALYSIS DATE: 1-30-07
REPORTING DATE: 2-1-07
RECEIPT DATE: 1-29-07
CLIENT JOB NO.: RESIDENCE
PROJECT TITLE: 791 POTATO PATCH - VAIL, CO
DCMSL PROJECT: ADAT304
PERCENTAGE COMPOSITION BY VISUAL ESTIMATE
T01'AL
TOTAL PERCENTAGE
PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIPIED
OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONST[TUENTS MATERIALS
2 p% j�D 0.0 100.0 100.0
3.Oo�a ND 0.0 100.0 100.0
6.0% r]D 100.0 0.0 100.0
89.0% ND 2.0 98.0 I 00.0
ND
0.5% j�D 100.0 OA 100.0
1.0% ND 0.0 100.0 100.0
3.0% ND 0.0 100.0 100.0
95.5% ND 2.0 98.0 100.0
ND
1.0% ND 0.0 100.0 100.0
5.0% ND 0.0 100.0 100.0
12.0% ND 100.0 0.0 100.0
82.0% ND 2.0 98.0 100.0
ND
I.0% ND 0.0 100.0 I 00.0
2.0% CHRYSOTILE [TR-1] 0.5 0.0 99.5 100.0
5.0% ND 100.0 0.0 100.0
92.0% r]D 2.0 98A 100.0
<0.1
1.0% ND 0.0 100.0 100.�
5.0% ND 0.0 100.0 100.0
7,p��a ND 100.0 0.0 I 00.0
g� �% ND 2.0 98.0 100.0
ND
CLIENT:
A& D ASBESTOS TESTING & CONSULTING
653 36 1/4 ROAD
PALISADE, CO 81526
DCMSL CLIENT
SAMPLE SAMPLE SAMPLE
NUMBER NUMBER DATE DESCRIPTION
-12 791-B-A012 1-25-07 A. TAN PAINT
B. TAN FIBROUS
C. WHITE DRYWALL MUD
D. WHITE DRYWALL
-13 791-B-A013 1-25-07 A. TAN PAINT
B. TAN FIBROUS
C. WHITE DRYWALL MUD
D. WHITE DRY�'ALL
-14 791-B-A014 1-25-07 A. TAN PAINT
B. TAN FIBROUS
C. WHITE DRYWALL MUD
D. WHITE DRYVVALL
-15 791-B-A015 1-25-07 A. TAN PAINT
B. WHITE DRY�1'ALL MUD
C. TAN FIBROUS
D. WHITE DRY��ALL
-16 791-B-A016 1-25-07 A. TAN PAINT
B. TAN FIBROUS
C. WHITE DRYWALL MUD
D. WHITE DRY�uALL
DCM SCIENCE LABORATORY, INC.
12421 W. 49TH AVENUE, CTNIT #6
WHEAT RIDGE, CO 80033 (303) 463-8270
BULK ASBESTOS TEST REPORT
PAGE 3 OF 5
ANALYSIS DATE: 1-30-07
REPORTING DATE: 2-1-07
RECEIPT DATE: 1-29-07
CLIENT JOB NO.: RESIDENCE
PROJECT TITLE: 791 POTATO PATCH - VAIL, CO
DCMSL PROJECT: ADAT304
PERCENTAGE COMPOSITION BY VISUAL ESTIMATE
TOTAL
TOTAL PERCENTAGE
PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED
OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS
Z.p% ND 0.0 100.0 100.0
5.0% ND 100.0 0.0 100.0
'7.p% ND 0.0 100.0 100.0
86.0% ND 2.0 98.0 100.0
ND
1.0% ND 0.0 100.0 100.0
5.0% ND 100.0 OA 100.0
10.0% ND 0.0 100.0 100.0
84.0% ND 2.0 98A 100.0
ND
1.0% ND 0.0 100.0 100.0
6.0% ND 100.0 0.0 100.0
23.0% ND 0.0 100.0 100.0
70.0% ND 2.0 98A 100.0
ND
1.0°/a ND 0.0 100.0 100.0
2.p% ND 0.0 100.0 100.0
5.0% ND 100.0 0.0 100.0
92.0% ND 2.0 98A 100.0
ND
1.0% ND 0.0 100.0 t00.0
5.0% ND 100.0 0.0 100.0
17.0% ND 0.0 100.0 100.0
'77.p�/p ND 2.0 98.0 I 00.0
ND
CLIENT:
A& D ASBESTOS TESTING & CONSULTING
653 36 1/4 ROAD
PALISADE, CO 81526
DCM SCIENCE LABORATORY, INC.
12421 W. 49TH AVENUE, LTNIT #6
WHEAT RIDGE, CO 80033 (303) 463-8270
BULK ASBESTOS TEST REPORT
PAGE 4 OF 5
ANALYSIS DATE: 1-30-07
REPORTING DATE: 2-1-07
RECEIPT DATE: 1-29-07
CLIENT JOB NO.: RESIDENCE
PROJECT TITLE: 791 POTATO PATCH - VAIL, CO
DCMSL PROJECT: ADAT304
PERCENTAGE COMPOSITION BY VISUAL ESTIMATE
DCMSL CLIENT
SAMPLE SAMPLE SAMPLE
NUMBER NUMBER DATE DESCRIPTION
-17 791-B-A017 1-25-07 A. TAN PAINT
B. TAN FIBROUS
C. WHITE DRYWALL MUD
D. WHITEDRYWALL
-18 791-B-A018 1-25-07 A. TAN PAINT
B. WHITE RESINOUS CONCRETE
C. GREY CONCRETE
-19 791-B-AOl9 1-25-07 A. TAN PAINT
B. WHITE RESINOUS CONCRETE
C. GREY CONCRETE
-20 791-B-A020 I-25-07 A. TAN PAINT
B. WHITE RESINOUS CONCRETE
C. GREY CONCFETE
FOR CALCULATION PURPOSES, TRACE (TR) IS ASSUMED TO BE 0.5%.
(I) - INSEPARABLE LAYERS ND - NONE DETECTED
TOTAL
TOTAL PERCENTAGG
PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIF[ED
OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS
1.0% ND 0.0 100.0 100.0
5.0% ND 100.0 0.0 100.0
20.0% ND 0.0 100.0 100.0
74.0% ND 2.0 98A 100.0
ND
2.0% ND 0.0 100A 100.0
6.0% ND 0.0 100.0 100.0
92.0% ND 1.0 99.0 100.0
ND
1.0% ND OA 100A 100.0
3.0% ND 0.0 100.0 100.0
96.0% ND TR 100.0 100.0
ND
4.0% ND 0.0 100.0 100.0
42.0% ND 0.0 100.0 I 00.0
54.0% ND 1.0 99.0 100.0
ND
DCM Science Laboratory, Inc.
12421 W. 49th Avenue, Unit #6
Wheat Ridge, CO 80033
DCM Project No.: ADAT 304
Client Job No.: 791 POTATO PATCH
Bulk Sample Analysis
BULK SAMPLE ANALYSIS PROCEDURES:
Page � of �
DCM Science Laboratory, Inc. analyzes bulk asbestos samples following procedures developed by the
McCrone Research Institute and in compliance with guidelines established by the Environmental Protection
Agency (EPA-600/R-93/116, July, 1993).
Bulk samples are prepared for analysis using a 10X-80X stereo microscope in a hepa filter hood which provides
a contamination-free environment. The sample is then analyzed by polarized light microscopy (PLM) at 100X.
When the sample consists of more than one layer, each layer is prepared and analyzed separately. Fiber and
matrix materials are identified by the characterization of optical properties including color and pleochrorism,
form, cleavage, relief, pirefring2nce, extinction, oriencation, h�vinning, interference figure and other distinguishing
features. Dispersion staining is also used to further aid in mineral identification. All percentages of asbestos,
other fibers and non-fibrous constituents are calculated from the values obtained from the stereo and PLM
microscopes analysis. In-house and NIST standards as well as a chart prepared by R.D. Terry and G.V.
Chilinger for "The Journal of Sedimentary Petrology", (Volume 24, pp. 229-234, 1955) provide a guide for
estimating percentages. All samples are archived for six months unless other arrangements are made by the
client.
ACCREDITATION:
DCMSL is accredited by NVLAP (since April 1, 1989). Our NVLAP Lab Code is 101258-0. DCMSL complies
with NVLAP requirements unless otherwise noted.
ENDORSEMENT:
The results of this analysis must not be used by the client to claim endorsement by NVLAP or any agency of the
U.S. Government.
This test report relates only to the items tested. This report may not be reproduced except in full, without the
written approval of the laboratory. The analysis was performed by :
� ,U— �
John Silverman, Analyst
Ron Schott
Laboratory Director
� i ��'
Ron Schott, Analyst
��dQ �
�
NVLAP Lab Code 101258-0
l-�D-DrZ-_
Date
DCM SCIENCE LABORATORY, INC.
12421 W. 49TH AVENUE, UNIT #6
WHEAT RIDGE, CO 80033 (303) 463-8270
BULK ASBESTOS ANALYSIS - POINT COUNT METHOD
PAGE 1 OF 2
CLIENT: ANALYSIS DATE: 2-1-07
A&D ASBESTOS TESTING REPORTiNG DATE: 2-6-07
653 36 1/4 ROAD RECEIPT DATE: 2-1-07
PALISADE, CO 81526 CLIENT JOB NO.: RESIDENCE
PROJECT TITLE: 791 POTATO PATCH - VAIL
DCMSL PROJECT: ADAT305
CROSS REFERENCE: ADAT304
PERCENTAGE COMPOSITION BY AREANOLUME
DCM LAB NO.: -1 -2
SAMPLE DATE: 1-25-07 1-25-07
% OF TOTAL SAMPLE: 3.Q°% 2.0°%
CLIENTNO.: 791-B-A006 791-B-A010
PART B PART B
ASBESTIFORM MINERAL FIBERS:
CHRYSOTILE <0.25%
AMOSITE ND
CROCIDOLITE ND
TREMOLITE-ACTINOLITE ND
ANTHOPHYLLITE ND
TOTAL ASBESTOS COUNTED <0.25%
TOTAL ASBESTOS IN LAYER <0.25%
TOTAL ASBESTOS IN SAMPLE <0.25%
NOTES: SAMPLES NO. 1 AND 2 ARE WHITE DRYWALL MUD.
ND - NONE DETECTED
TOTAL ASBESTOS CCUNTED =
TOTAL ASBESTOS IN LAYER =
TOTAL ASBESTOS IN SAMPLE _
DEFINITIONS
0.25 %
ND
ND
ND
ND
0.25%
0.25 %
0.01%
TE[E AMOUNT' OF ASBESTOS YRESENT IN THE SAMPLE EXPRESSED
AS A PERCENT.
THE PERCENT OF SAMPLE REMAINING TIMES ASBESTOS COUNTED
EXPRESSED AS A PERCENT.
THE PERCENT OF TOTAL SAMPLE (FROM PLM/SM ANALYSIS)
TIMES THE TOTAL ASBESTOS IN LAYER (IF NO ASBESTOS IN
OTHER LAYERS).
DCM Science Laboratory, Inc.
12421 W. 49th Avenue, Unit #6
Wheat Ridge, CO 80033
DCM Project No.: ADAT 305
Client Job No.: 791 POTATO PATCH
Quantitative Bulk Sample Analysis (Point Count)
QUANTITATIVE BULK SAMPLE ANALYSIS PROCEDURES: Page aof�
DCM Science Laboratory, Inc. analyzes bulk samples in accordance with the National Emission Standard for
Hazardous Air Pollutants (NESHAP) for asbestos (Federal Register, Vol. 55, No. 224, pp. 48406-48433,
11/20/90). The analytical procedures followed are described in "Interim Method for the Determination of
Asbestos in Bulk Insulation Samples", (USEPA 600/M4-83-020, 1982), with minor modifications recommended
by the Atmospheric Research and Exposure Assessment Laboratory, USEPA, Research Triangle Park, N.C.
Samples analyzed by the point count method are milled to homogenize the sample, prepared on microscope
slides and point counted using polarized light microsc;opy (PLM) in conjunction with a point countir�g stage and
cour�ter. One hundred counts are performed on four separate preparations of each sample for a total of 400
points.. If asbestos is identified but not counted during the point counting procedure, total asbestos is reported
as zero and presence is noted on the report. Other preparation procedures including ashing and acid washing
may be performed with client permission to improve accuracy in determining asbestos concentration. All
samples are archived for six months unless other arrangements are made by the client.
ACCREDITATION:
DCMSL is accredited by the AIHA (since 1986). Our laboratory number is 101526. DCMSL is accredited by
NVLAP (since April 1, 1989). DCMSL complies with NVLAP and AIHA requirements unless otherwise noted.
ENDORSEMENT:
The results of this analysis must not be used by the client to claim endorsement by NVLAP or any agency of the
U.S. Government.
This test report relates only to the items tested. This report may not be reproduced except in full, without the
written approval of the laboratory. The analysis was performed by :
�
`�_�
John Silverman, Analyst Ron Schott, Analyst
Ron Schott �- �- ��
Date
Laboratory Director
��dQ °
NVLAP Code 101258
t
.
�ow�oFV�c +
�
ASBESTOS TESTING REQUIREMENTS
THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING
ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED.
AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION
FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING
MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE
NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT.
A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION
. I have,i�cJ�iided tl�e,fa�bestos test and report with my building permit application
� ' �41� �
,�,% �-
applicant signature date
�
• I certify my project will not disturb or remove more than 160 s.f. of building material. The construction
plans submitted with my application clearly indicate this information. (This will be verified during plan
review, and will delay your project if found to be inaccurate)
applicant signature date
OR
• The building was constructed after October 12, 1988. The date of construction was
original construdion date
applicant signature date
F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 4 of 16 04/21/2006
�
i . �
Town of Vaii
OFF�� COPY
5����g
Ms. Rachel Friede
Town of Vail Building Dept.
Vail, CO 81657
RE: Hathaway Residence
Energy Calculations
REI Job #: 7010.00
Rachel,
� � ��� i� � � �
ENGINEERING • COMFORT SYSTEMS�t
PO BOX 8610 • AVON, CO 81620 • Telephone 970-845-7910
Fax 970-845-7522 • E-mail drader@raderengineering.com
�� �--o a58
�Z�Ca — d 2 2 �
� c�� u� �A-�
� ���oMr�
MAY 0 7 1008
TOWN 4F VA1L
I have revised the REScheck, updating the code to the 2003 IECC. The data has been
modified to reflect the exposed concrete walls. I created "Wall 2" in the program consisting of
the combined area of the exposed concrete walls with a 2" fir, and R-8.4 blown-in insulation in
the cavity; this area was subtracted from the gross area of "Wall 1." Also, the insulation in the
ceiling cavity was increased from R-47 to R-60.
Please call if you have any questions.
Thank you,
Jason Cohen
�
. .. • _ , „
.. , . ..
��
REScheck Software Version 4.1.4
Compliance Certificate
Report Da,te: 05/07/08 :
Data filename: J:\Jobs�2007 - Jobs\7010.00 - Hathaway Residence\Mechanical\Calculations\REScheck\7010-REScheck-042908b.RCK
Energy Code: 20031ECC
Location: Vail, Colorado
Construction Type: Single Family
Glazing Area Percentage: 27%
Heating Degree Days: 9248
Construction Site:
Owner/Agent:
. . ,
Compliance: 0.1% Better Than Code Maximum UA: 1174 Your UA: 1173
Desig ner/Contractor:
Ceiling 1: Cathedral Ceiling (no attic)
Wall 1: Wood Frame, 16" o.c.
Window: 2x2: Wood Frame, Double Pane with Low-E
Window: 2x2' 6": Wood Frame, Double Pane with Low-E
Window: 2x3: Wood Frame, Double Pane with Low-E
Window: 2.5x3: Wood Frame, Double Pane with Low-E
Window: 6x2: Wood Frame, Double Pane with Low-E
Window: 2x4: Wood Frame, Double Pane with Low-E
Window: 2x4'10": Wood Frame, Double Pane with Low-E
Window: 3x3.5: Wood Frame, Double Pane with Low-E
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E
Window: 2.67w4ngle: Wood Frame, Double Pane with Low-E
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E
Window: 2.67x3: Wood Frame, Double Pane with Low-E
Window: 5x4.5: Wood Frame, Double Pane with Low-E
Window: 2.83x3: Wood Frame, Double Pane with Low-E
Window: 2.67x6.5: Wood Frame, Double Pane with Low-E
Window: 2.83x6.5: Wood Frame, Double Pane with Low-E
Window: 2.5x4.5: Wood Frame, Double Pane with Low-E
Window: 2.5x2.5: Wood Frame, Double Pane with Low-E
Window: 4.5x4.5: Wood Frame, Double Pane with Low-E
Window: 2x3.25: Wood Frame, Double Pane with Low-E
Window: 2.5x2: Wood Frame, Double Pane with Low-E
Window: 2.5x4: Wood Frame, Double Pane with Low-E
Window: 2.25x2.5: Wood Frame, Double Pane with Low-E
Window: 4.5x5: Wood Frame, Double Pane with Low-E
Window: 2.5x6.5: Wood Frame, Double Pane with Low-E
Window: 5x3: Wood Frame, Double Pane with Low-E
Window: 2.5x5: Wood Frame, Double Pane with Low-E
Window: 1.5x3: Wood Frame, Double Pane with Low-E
Window: Sx7: Wood Frame, Double Pane with Low-E
Window: 2.5x5.5: Wood Frame, Double Pane with Low-E
Window: 5x8.5: Wood Frame, Double Pane with Low-E
3750
6105
64
5
36
15
12
48
87
10
29
16
37
21
48
22
34
104
55
79
50
20
13
20
10
11
22
16
120
62
36
140
82
42
60.0 0.0
23.0 0.0
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
68
234
22
2
13
5
4
17
30
4
10
6
13
7
17
8
12
36
19
28
18
7
5
7
4
4
8
6
42
22
13
49
29
15
Project Title: Report date: 05/07/08
Data filename: J:\Jobs�2007 - Jobs\7010.00 - Hathaway Residence\Mechanical\Calculations\REScheck\7010-REScheck-042908b.RCK Page
1 of
Window: 5x6.5: Wood Frame, Double Pane with Low-E
Window: 2.83x6.5: Wood Frame, Double Pane with Low-E
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E
Door: EXT 1: Glass
Door: EXT 3: Glass
Door: EXT 4: Glass
Door: EXT 5: Glass
Door: EXT 6: Glass
Door: EXT 7: Glass
Door: EXT 2: Solid
Wall 2: Solid Concrete or Masonry:lnterior Insulation
Basement 1: Solid Concrete or Masonry
Wall height: 9.5'
Depth below grade: 9.5'
Insulation depth: 9.5'
Floor 1: Slab-On-Grade:Heated
Insulation depth: 6.0'
Floor 2: All-Wood Joist/Truss:Over Unconditioned Space
Boiler 1: Other (Except Gas-Fired Steam) 93 AFUE
Air Conditioner 1: Electric Central Air 13 SEER
32
18
13
12
54
48
30
30
60
21
162
264
1040
190
8.4 0.0
11.0 0.0
5.5
162 30.0 0.0
0.350
0.350
0.350
0.350
0.340
0.340
0.340
0.340
0.340
0.340
0.300
11
6
5
4
18
16
10
10
20
7
49
33
55
140
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 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title
Signature
Date
5
Project Title: Report date: 05/07/08
Data filename: J:\Jobs�2007 - JobsV010.00 - Hathaway Residence\Mechanical\Calculations\REScheck\7010-REScheck-042908b.RCK Page
2 of
«
�
REScheck Software Version 4.1.4
Inspection Checklist
Date: 05/07/08
Ceilings:
❑ Ceiling 1: Cathedral Ceiling (no attic), R-60.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1: Wood Frame, 16" o.c., R-23.0 cavity insulation
Comments:
❑ Wall 2: Solid Concrete or Masonry:lnterior Insulation, R-8.4 cavity insulation
Comments:
Basement Walls:
❑ Basement 1: Solid Concrete or Masonry, 9.5' ht / 9.5' bg / 9.5' insul, R-11.0 cavity insulation
Comments:
Windows:
❑ Window: 2x2: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2x2' 6": Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 6x2: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2x4: Wood Frame, Doub►e Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2x4'10": Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Project Title: Report date: 05/07/08
Data filename: J:\Jobs12007 - Jobs\7010.00 - Hathaway Residence\Mechanical\Calculations\REScheck\7010-REScheck-042908b.RCK Page
3 of
�- 4❑ Window: 3x3.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67�ngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 5x4.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.83x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67x6.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.83x6.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x4.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x2.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 4.Sx4.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
Project Title: Report date: 05/07/08
Data filename: J:\Jobs�2007 - Jobs\7010.00 - Hathaway Residence\Mechanical\Calculations\REScheck\7010-REScheck-042908b.RCK Page
4 of
9
#Panes Frame Type Thermal Break? Yes No '`
Comments:
❑ Window: 2x3.25: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x2: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x4: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.25x2.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 4.5x5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x6.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 5x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 1.5x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 5x7: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x5.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 5x8.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Project Title: Report date: 05/07/08
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N ' ' ❑ Window: 5x6.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.83x6.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door: EXT 1: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 3: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 4: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 5: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 6: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 7: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 2: Solid, U-factor: 0.300
Comments:
Floors:
❑ Floor 1: Slab-On-Grade:Heated, 6.0' insulation depth, R-5.5 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 6.0 ft. OR down to at least the bottom of the slab then horizontally for a
total distance of 6.0 ft.
Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends
at least 6 in. below grade.
❑ Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation
Comments:
Heating and Cooling Equipment:
❑ Boiler 1: Other (Except Gas-Fired Steam): 93 AFUE or higher
Make and Model Number:
❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher
Make and Model Number:
Air Leakage:
� Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
� Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible
materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation.
Skylights:
Project Title: Report date: 05/07/08
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� Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19.
Vapor Retarder:
� Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
■
■
■
■
■
■
■
■
■
■
�❑
Materials Identification:
Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications.
Insulation is installed according to manufacturer's instructions, in substantial contact with the surFace being insulated, and in a manner
that achieves the rated R-value without compressing the insulation.
Duct Insulation:
Supply ducts in unconditioned attics or outside the building are insulated to at least R-11.
Return ducts in unconditioned attics or outside the building are insulated to at least R-6.
Supply ducts in unconditioned spaces are insulated to at least R-11.
Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on retum ducts in basements.
Where exterior walls are used as plenums, the wall is insulated to at least R-11.
Duct Construction:
Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened.
� All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or
tapes. Tapes and mastics are rated UL 181A or UL 181 B.
Exceptions:
❑
❑
❑
❑
❑
❑
❑
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Service Water Heating:
Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or
is part of a circulating system.
Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable
sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Project Title: Report date: 05/07/08
Data filename: J:\Jobs12007 - Jobs\7010.00 - Hathaway Residence\Mechanical\Calculations\REScheck\7010-REScheck-042908b.RCK Page
7 of
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
Temperature (°F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Piping System Types
Heating Systems
Low Pressure/Temperature
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant and
Brine
Fluid Temp.
201-250
106-200
Any
40-55
Below 40
NOTES TO FIELD: (Building Department Use Only)
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
1.0 1.5
0.5 1.0
1.0 1.0
0.5 0.5
1.0 1.0
1.5 2.0
1.0 1.5
1.5 2.0
0.75 1.0
1.5 1.5
Project Title: Report date: 05/07/08
Data filename: J:\Jobs�2007 - Jobs\7010.00 - Hathaway Residence\Mechanical\Calculations\REScheck\7010-REScheck-042908b.RCK Page
8 of
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.
H ATH AWAY R ES I D E N C E�TITLE: A�RTH ELEVATION
791 POTATO PATCH DRIVE VAIL,CO
DATE: 4.18.08
SCALE: 1/4' =1' 0'
FROM: MDS
NOTE NEW GAS AND ELECT.
METER FNCLOSURE
SKETCH: �
i
R 14-3
I
�
�
HATHAWAY RESIDENCE �7�'�.F; WESTELEVATION
791 POTATO PATCH DRIVE YAIL,CO DATE: 4_18.�
SCAIE: 1/4'=1'-0'
FROM: MDS
NOTE NEW GAS AND ELEGT.
METER ENCLOSURE
SKETCH:
R 14-2
■
� REI STRUCTURAL
April 15, 2008
Mr. Chuck Coe
Beck Building CO.
P.O. Box 4030
Vail, CO 81658
RE: Hathaway Residence
Letter on Substantial Conformance of Structural Work
Dear Chuck:
At your request, REI�Structural, as structural engineers of recard for the referenced project has
performed a framing observation. During our observation we noticed a few items that need to
be corrected. These items are listed below:
`��a. The Northeast shear wall of the guest suite on gridline 1 needs to be extended to the West.
�b. The South LVL post at the man door to the study on grid D needs to have both studs nailed
together w/ (2) rows of (30) 12d nails per row. Contractors option to use (2) rows of (19)
Timberlok fasteners per row. �
�-c. The exterior column at the entry needs to have solid grout installed below the base plate.
d. The south hold-down posts on gridline G at the master bedroom needs to be strapped
across the head using (2) CS 16 straps with an end length of 14" above and below the
header.
.-e. The top plates at the master bedroom and breakfast area need to be strapped with CS 16
straps.
��: f. The 2x stud on gridline G need to be ramset to the face of the HSS located at the
intersection of gridline G& 8 with Hilti powder actuated fasteners @ 12" o.c. or the
HD8A hold-down can be installed per the structural documents.
g. The west end of the shear wall at the crawlspace, north of the guest closet needs to be
attached to the foundation wall with a Simpson HD2A hold-down.
h. The steel beams at the garage need to be connected to the embed plates per detail F/55.13.
700 17th Street � Suite 1900 � Denver, CO 80202 (pI 303.575.9510 (t) 303.575.9515
0150 East Beaver Creek Blvd. � Unit 204A, PO Box 8009 � Avon, CO 81620 {p} g70.748.0711 {{} g90.748.0722
Hathaway Residence: Substantial Conformance
April 15, 2008
Page 2
With the above noted items corrected and to the best of our professional knowledge, belief and
opinion, we believe that the structural work currently in place is in substantial conformance
with the contract documents, and meets the structural requirements of applicable codes and
regulations of agencies having jurisdiction to the extent that they apply to our portion of the
work.
Sincerely,
� �
Brett T. Burnside
Project Engineer
cc 06104
��
�
� REI''STRUCTURAL
MEMORANDUM April 21, 2008
TO: Chuck Cce
Beck Building Company
FROM: Brett Burnside
SUBJECT: Spa Vault Roof Framing
Hathaway Residence
At your request, REI � Structural has reviewed the roof framing for the spa vault located at
the Hathaway residence in Vail, Colorado. Based on our observation, the spa vault roof plan
was buih using (5) W8x10's in }ieu ofthe ('n that are specified on the structural documents.
This has caused the roof beams of the vault to be spaced further apart. In addition the angle
on the north side of the hatch has been replaced witfi a W8x10 steel beam. This beam has
been coped into the existing beams and was attached to the concrete wall per detail SX23 that
was issueci in December 2007. Some of the other embed plates were omitted or misplaced
and are also being supported by bolt on plate detail SX23. The new steel beam spacing, the
new beam on the north side of the hatch, and the bolt on plate connection is acceptable and
no additional modifications are required.
If you have any additional questions please contact our office.
End of Memorandum
cc: Mike Suman Suman Architects
06104
700 I�th Street � Suite t900 I Denver, CO 80202 � 303.575.9510 303.575.9515
0150 East Beaver Creek Blvd. Unil 204A. PO Box 8009 Avon. CO 61620 �� 970.748.0711 .� 9709d8.0722
�
Page 1 of 1
.
Chuck Coe
From: Brett Burnside [BBurnside�rei-structural.com]
Sent: Monday, April 21, 2008 2:13 PM
To: chuck cLDbeckbuilds.com; michael@sumanarchitects.com
Subject: Hathaway Residence - Spa Vault
Chuck,
Endosed is a memo regarding the spa vault framing you requested. Please review and call w/ any questions.
.
Thanks!!
Brett
Brett T. Bumside, P.E.
Project Engineer
REI � Structural
0150 E. Beaver Creek Blvd
Suite A204
P.O. Box 8009
P (970) 748-0711
F (970) 748-0722
bbu rn side@ rei-structu ra I, com
_._
4/22/2008
F. 1
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REScheck Software Version 3.7.3
Compliance Certificate
Permit #
Permit Date
Project Title: Hathaway Residence
Report Date: 02/21/07
Data filename: J:�.lobs�2007 - Jobs\7010.00 -+iathaway Residence\Mechanical\Calculations\7010-REScheck-022107nnnn.RCK
Energy Code: 2003 IECC
Location: Vail, Colorado
Construction Type: Single Family
Glazing Area Percentage: 27%
Heating Degree Days: 9248
Construction Site:
791 Potato Patch Drive
Vail, CO
Owner/Agent:
Michael Suman
Suman Architect
143 East Meadow Drive - Ste. 300
Vail, CO 81657
970-479-7502
michael C�? sumanarchitect.com
Ceiling 1: Cathedral Ceiling (no attic):
Wall 1: Wood Frame, 16" o.c.:
Window: 2x2: Wood Frame, Double Pane with Low-E:
Window: 2x2' 6": Wood Frame, Double Pane with Low-E:
Window: 2x3: Wood Frame, Double Pane with Low-E:
Window: 2.5x3: Wood Frame, Double Pane with Low-E:
Window: 6x2: Wood Frame, Double Pane with Low-E:
Window: 2x4: Wood Frame, Double Pane with Low-E:
Window: 2x4'10°: Wood Frame, Double Pane with Low-E:
Window: 3x3.5: Wood Frame, Double Pane with Low-E:
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E:
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E:
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E:
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E:
Window: 2.67x3: Wood Frame, Double Pane with Low-E:
Window: 5x4.5: Wood Frame, Double Pane with Low-E:
Window: 2.83x3: Wood Frame, Double Pane with Low-E:
Window: 2.67x6.5: Wood Frame, Double Pane with Low-E:
Window: 2.83x6.5: Wood Frame, Double Pane with Low-E:
Window: 2.5x4.5: Wood Frame, Double Pane with Low-E:
Window: 2.5x2.5: Wood Frame, Double Pane with Low-E:
Window: 4.5x4.5: Wood Frame, Double Pane with Low-E:
Window: 2x3.25: Wood Frame, Double Pane with Low-E:
Window: 2.5x2: Wood Frame, Double Pane with Low-E:
Window: 2.5x4: Wood Frame, Double Pane with Low-E:
Window: 2.25x2.5: Wood Frame, Double Pane with Low-E:
Window: 4.5x5: Wood Frame, Double Pane with Low-E:
Window: 2.5x6.5: Wood Frame, Double Pane with Low-E:
Hathaway Residence
3750
6370
64
5
36
15
12
48
87
10
29
16
37
21
48
22
34
104
55
79
50
20
13
20
10
11
22
16
DesignedContractor:
Chris Clark
Rader Engineering Inc.
40690 Highway 6, Ste. E-1
Avon, CO 81620
(970)845-7910 EXT 113
chrisc C�? raderengineering.com
47.0 0.0
23.0 0.0
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
83
248
22
2
13
5
4
17
30
4
10
6
13
7
17
8
12
36
19
28
18
7
5
7
4
4
8
6
Page 1 of 8
Window: 5x3: Wood Frame, Double Pane with Low-E:
Window: 2.5x5: Wood Frame, Double Pane with Low-E:
Window: 1.5x3: Wood Frame, Double Pane with Low-E:
Window: 5x7: Wood Frame, Double Pane with Low-E:
Window: 2.5x5.5: Wood Frame, Double Pane with Low-E:
Window: 5x8.5: Wood Frame, Double Pane with Low-E:
Window: 5x6.5: Wood Frame, Double Pane with Low-E:
Window: 2.83x6.5: Wood Frame, Double Pane with Low-E:
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E:
Window: 2.67xAngle: Wood Frame, Double Pane with Low-E:
Door: EXT 1: Glass:
Door: EXT 3: Glass:
Door: EXT 4: Glass:
Door: EXT 5: Glass:
Door: EXT 6: Glass:
Door: EXT 7: Glass:
Door: EXT 2: Solid:
Basement 1: Solid Concrete or Masonry:
Floor 1: Slab-On-Grade:Heated: , Insulation Depth: 6.0'
Floor 2: All-Wood JoisVTruss:Over Unconditioned Space:
Boiler 1: Other (Except Gas-Fired Steam): 93 AFUE
Air Conditioner 1: Electric Central Air: 13 SEER
120
62
36
140
82
42
32
18
13
12
54
48
30
30
60
21
162
1040
190
162
11.0
30.0
0.0
5.5
0.0
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.340
0.340
0.340
0.340
0.340
0.340
0.300
42
22
13
49
29
15
11
6
5
4
18
16
10
10
20
7
49
55
140
5
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 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
.�+c��� f ..,..-,�-� /�t.�lcs+r.r �tu�.,�.�,. i�c��c.�_ 'l � zt. o�
Builder/Designer Company Name Date
Hathaway Residence Page 2 of 8
REScheck Software Version 3.7.3
inspection Checklist
Date: 02/21 /07
Ceilings:
❑ Ceiling 1: Cathedral Ceiling (no attic), R-47.0 cavity insulation
Comments
Above-Grade Walls:
❑ Wall 1: Wood Frame, 16" o.c., R-23.0 cavity insulation
Comments:
Basement Walls:
❑ Basement 1: Solid Concrete or Masonry, 9.5' hU9.5' bg/9.5' insul, R-11.0 cavity insulation
Comments:
Windows:
❑ Window: 2x2: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
� Window: 2x2' 6": Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
� Window: 6x2: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2x4: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2x4'10": Wood Frame, Double Pane with Low-E, U-factor. 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments
❑ Window: 3x3.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments
Hathaway Residence Page 3 of 8
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments
❑ Window: 5x4.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.83x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67x6.5: Wood Frame, Double Pane with Low-E, U-factor. 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.83x6.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x4.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x2.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 4.5x4.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2x3.25: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x2: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
Hathaway Residence Page 4 of 8
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x4: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.25x2.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 4.5x5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x6.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 5x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 1.5x3: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 5x7: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.5x5.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 5x8.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments
❑ Window: 5x6.5: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.83x6.5: Wood Frame, Double Pane with low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Hathaway Residence Page 5 of 8
❑ Window: 2.67xAngle: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door: EXT 1: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 3: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 4: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 5: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 6: Glass, U-factor: 0.340
Comments:
❑ Door: EXT 7: Glass, U-factor: 0.340
Comments
❑ Door: EXT 2: Solid, U-factor: 0.300
Comments:
Floors:
❑ Floor 1: Slab-On-Grade:Heated, 6.0' insulation depth, R-5.5 continuous insulation
Comments
Slab insulation to extend down from the top of the slab to at least 6.0 ft. OR down to at least the bottom of the slab then
horizontally for a total distance of 6.0 ft.
Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade)
insulation and extends at least 6 in. below grade. 1
❑ Floor 2: All-Wood JoistlTruss:Over Unconditioned Space, R-30.0 cavity insulation
Comments
Heating and Cooling Equipment:
❑ Boiler 1: Other (Except Gas-Fired Steam): 93 AFUE or higher
Make and Model Number:
❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher
Make and Model Number:
Air Leakage:
❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed.
❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation.
Skylights:
❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19.
Vapor Retarder:
❑ Required on tF�e warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
❑ Materials and equipment must be identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.
❑ Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or
specifications.
Duct Insulation:
❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-11.
❑ Retum ducts in unconditioned attics or outside the building must be insulated to R-6.
Hathaway Residence Page 6 of 8
❑ Supply ducts in unconditioned spaces must be insulated to R-11.
❑ Retum ducts in unconditioned spaces (except basements) must be insulated to R-2.
❑ Where exterior walis are used as plenums, the wall must be insulated to R-11.
❑ Insulation is not required on retum ducts in basements.
Duct Construction:
❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened.
❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181 A or UL 181 B.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500
Pa).
❑ The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
❑ Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the
heating and/or cooling input to each zone or floor shall be provided.
Service Water Heating:
❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral
heat trap or is part of a circulating system.
❑ Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
❑ Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20°/a of the heating energy is from
non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
Hathaway Residence Page 7 of 8
Table 1: Minimum Insulation Thickness for Circu/ating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water
Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2: Minimum insu/ation Thickness for HVAC Pipes
Fluid Temp.
Piping System Types Range(°F)
Heating Systems
Low Pressure/Temperature 201-250
Low Temperature 106-200
Steam Condensate (for feed water) Any
Cooling Systems
Chilled Water, Refrigerant and 40-55
Brine Below 40
NOTES TO FIEID: (Building Department Use Only)
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
1.0 1.5
0.5 1.0
1.0 1.0
0.5 0.5
1.0 1.0
1.5 2.0
1.0 1.5
1.5 2.0
0.75 1.0
1.5 1.5
Hathaway Residence Page 8 of 8
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REDWINE ENGINEERS INC. PROJECT:
STRUCTURAL CONSULTANTS HATHAWAY R ES I D E N C E
0150 East Beaver Creek Blvd
REDWINE Unit #204A SUBJECT
■ Avon, CO 81620 SITE RETAINING WALL � EAST SIDE
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97�194�P454 T r: 97G1�4'�4 JJC F' . 1� 1 �:
HEPW�RTH - PAWLAK GEOTECHNICAL, INC.
5020 County Road 154
Glenwood Sprfngs, Colorado 81601
Phone: 970-945-7968
Fax; 970-945-8454
e-mail: hpgeo@hpgeotech,com
PROJECT NO.: I O� O2a�
T� : U Q� FAX N O: -I�I r�'� !"rJ
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Number of Pages:
MESSAGE:
�
(fncluding this page)
The original of #his transmittal will be sent by:
�C Ordinary Mail �
Fax Only `�
Overnight �
Other `�
The inforrnation contained in this facsimile message is confidential and intended for the sole use of fhe
individual named above. If you are not the intended recipient, received this comrnunication in error, or if
problems occur with transmission, please notify us at 970-945-7988.
Sent 8y:
FEB-�6-���L�� 1 i: c8 Fr urn: HP-i�EOTE�_H 9 i t�ia458454 To : 9 ��'�49�}^35 F. c� 12
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HEPWORTH - PAWLAK GEOTECHNICAL
Ciient:
Project
5020 County Road 154
Glenwood Springs, CO 818Q1
Phone; 970-945-7988
Fax: 970-945-8454
hpgeo@hpgeotech.com
CONSTRUCTION ACTIVITY REPORT
John and Vera Hathaway Job No.: 107 0288 Day: Friday
400 Mansfield Avenue Date: 1/11/OB
Darien, CT 06820 Sheet: 1 of 2
Construction Observation and Testing, 791 Patato Patch Drive, Lot 24, Biock 1, Vail
Potato Patch, Eagle County, Colorado
Weather Cloudy, snowing Temperature: 20-30's°
Contractor's
Construction Activities:
Equipment in Use
Contractor installing helical piers for site wall foundation support.
Bobcat
HP Geotech's Site Site visit as requested by Chuck Coe with Beck Building Company
Activities: to observe helical pier installation. Four piers were installed today
and a fifth started to 10'. Shear pins were in-place in the torque
head but did not break on any of the four installed piers. Two of the
pier shafts twisted which according to Webb with Great Divide
Construction, happens at torque of 5,500 foot pound or higher.
5,000 ft/lb torque was specified for job. The structural engineer was
notified of the installation results and the installer will test double
helix helical piers on-site Monday.
Verbal Communication: Chuck with Beck
Webb wlth Great Divide
Brett with Redwine Engineering
cc:
Beck Bulldfng Company— Lee Dorthy
Beck Bullding Company — Chuck Coe
Redwine Englneers — Bob Redwlne
Tim Barrett Jordy Z. Adamson, Jr. P.E.
Field Technician Reviewed by
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HEPWORTH-PAWLAK GEQTECHNICAL
TO:
John and Vera Hathaway
400 Mansfield Avenue
Darien, CT 0682Q
5020 County Road 154
Glernvood Springs, Colorado 81601
Pho�e: 970-345-7988
Fax: 970-945-8454
h pqeo(a)hpqeotech. com
REPORT OF HELICAL PIER QBSERVATION
JOB NO. 107 0288
DATE: Fri., 1/11/08
PAGE: 2 OF 2
PROJECT: Construction Observation and Testing, 791 Potato Patch Drive, Lot 24, Block 1, Vail Potato Patch, Eagle County, Cotorado
CONTRACTOR: Beck Building Company DRILLER: Great Divide RIG TYPE: Babcat
PILE TYPE: 1'/Z" thick X 5' 1 day PQ.E: MANUFACTURER:
PIER TOTAL DEPTH ( HELiX DESIGI�[ REFUSAL
NUMBER HOLE I�' Lti BEDROCK 7YPE LOAD CRCCERIA
DEPTH OVERBtiRDE,�1 (F"i� CAPACITY
(� (�PS)
23 15 Single S" 25 Bar Twist 5,500, refusal to
penetration of pile
22 13.5 Single 8" 25 Rock, refnsai to penetration of
pile
21 12.5 Single 8" 25 Refusal to penetration of pile
19 16 Single 8" 25 Deflected 10" left, twisted, refusal
to enetration of ile
18 Single 8" 25 Started to 10'
cc:
Beck Building Company — Lee Dorthy
Beck 8uilding Company — Chuck Coe
Redwine Engineers — Bob Redwine
r�y
Tim Barrett
Fietd Observer
Jordy Z. Adamson, Jr. P.E.
Reviewed By
FEE-25-�t�Glo 1 i: �� Frnrii: HP-[aEC1TECH 9 �G194���}54 Tr�: �i'����}943�� P. �1�12
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HEPWORTH-PAWLAK GEOTECHNICAL
5020 County Road 154
Glenwood Springs, CU 81601
Phone: 970-945-7988
Fax: 970-945-8454
hpgeo@hpgeotech.com
CONSTRUCTION ACTIVITY REPORT
Client: John and Vera Hathaway Job No.: 107 0288 Day: Monday
400 Mansfield Avenue Date: 1/14/08
Darien, CT 06820 Sheet: 1 of 2
Project: Construction Observation and Testing, 791 Potato Patch Drive, Lot 24, Block 1, Vail
Potato Patch, Eagie County, Colorado
Weather Clear
Contractor's
Construction Activities:
Equipment in Use:
Temperature: 30's°
Contractor installing helicai piers for site wall foundation.
Bobcat
HP Geotech's Site Site vislt, as �equested by Chuck Coe with Beck Building Company
Activities; to observe helical pier installation. Contractor installed two helical
piers today. Both locations sheared 8 pins, resulting in 4,000 ft./lbs.
torque. The structural engineer was notified and redesigned for the
7 uphill/north locations on 4' centers and 3,500 ft./Ib. torque.
Helical pier contractor used 1'/z" shaft piers with double helix of 8
and 10 inches. They only had 2 of those available today. They will
get more to the site and resume installation tomorrow. Ba� tilt was
observed after 7 sheer pins and before 8 sheer pins.
Verbal Communication: Chuck with Beck
Webb with Great Divide
Brett with Redwine Enginee�ing
cc:
Beck Bullding Company — Lee Dorthy
Beck Bullding Company — Chuck Co�
Redwfne Englneers — Bob Redwlne
Tim Barrett Jordy Z. Adamson, J�. P.E.
Field Technician Reviewed by
/cay
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HEPWORTH-PAWLAK GEOTECHNIGAL
TO:
John and Vera Hathaway
400 Mansfield Avenue
Darien, CT 06820
5020 County Road 154
Glenwood 5prings, Colorado 81b01
Phone: 970-945-7986
F�: s�aeas-sasa
hpgeo hpgeotech.com
REPORT OF HELiCAL PIER OBSERVATION
JOB NO. 107 0288
DATE: Mon., 1/14/OS
PAGE: 2 OF 2
PROJECT: Construction Observation and Testing, 791 Potato Patch Drive, Lot 24, Block 1, Vait Potato Patch, Eagle County, Colorado
CO�iTRACTOR: Beck Building Company DRILLER: Great Divide RIG TYPE: Bobcat
PILE TYPE: 12/Z" thick X 5' 1 day PILE: MANUFACTURER:
PIER TOTAL DEPTH FT HELIX DESiGN REFUSAL
�1tfDiBER HOLE PV IN BEDROCK TYPE LOAD CRITERIA
DEPTH OVERBURDEN (F"� CAPACITY
(f�) (�') (�°PS)
2fl 16 Double 8", 6' — 5 pins sheer
10" 9' — 6 pins sheer
10' — 7 pins sheer
Bar twisted
10.5' — 8 pins sheer
7 9 Double 8", 8 pins sheer
10"
cc:
Beck Building Cornpany — Lee Dorthy
Seck Suilding Comfsany — Chuck Coe
Redwine Engineers — Bob Redwine
��r
Tim Barrett
Field Observer
Jordy Z. Adamson, Jr. P.E.
Reviewed $y
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HP
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HEPWOR7H-PAWI�AK GEOTECHNICAI.
5020 County Road 154
Glenwood Springa, CO 81801
Phone: 870-945-7988
Fax: 970-945-8454
hpgeo@hpgeotech.com
C�NSTRUCTION ACTIVITY REPORT
Client: Joh� and Vera Hathaway Job No.: 107 0288 Day: Tuesday
400 Mansfield Avenue Date: 1/15/08
Darien, CT 06820 Sheet: 1 of 2
Project: Construction Observation and Testing, 791 Potato Patch Drive, Lot 24, Block 1, Vail
Potato Patch, Eagle County, Colorado
Weather Partly cloudy Temperature: 20's-30's°
Contractor's Contractor instaliing helical piers for site wall foundation support.
Construction Activities:
Equipment in Use: Bobcat
HP Geotech's Site Site visit, as requested by Chuck Coe with Beck Building Company
Activities: to observe helical pier installation. Today, the cantractor installed
10 helical piers, 5 on the north (uphill) slde were installed to 3,500
ft./lbs. torque or higher per structural engineer direction. The other
5 on the south (dawnhill) side were installed either to 5,000 ft./Ibs.
to�que or penetration refusal, at 30° angle, again per structural
engineer.
Verbal Communication: Chuck with Beck
Webb with Great Divide
cc:
Beck Building Company — Lee Dorthy
Beck Bullding Company — Chuck Coe
Redwlne Engfneers— Bob Redwlne
Tim Barrett Jordy Z. Adamson, Jr. P.E.
Field Technician Reviewed by
/cay
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HEPWOR7H-PAWLAK GEOTECHNlCAL
T�:
John and Vera Hathaway
400 Mansfield Avenue
Darien, CT Ob820
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone:970-945-7988
Fax: 970-945-8454
hpqeona hpqeotech.com
REPORT OF HELICAL PIER OBSERVATION
JOB NO. 107 0288
DATE: Tues., 1J15/OS
PAGE: 2 OF 2
PROJECT: Construction Observation and Testing, 791 Potato Patch Drive, Lot 24, Black 1, Vail Potato Patch, Eagle County, Colorado
CONTRACTOR: Beck Building Company DRILLER: Great Divide RIG TYPE: Bobcat
PILE TYPE: 1'/" thick X �' 1 day PILE: MANUFACTURER: AB Chanee
P[ER TOTAL DEPTH FT HELLY DESIGN REFl;SAL
NUAIBER HOLE IN IN BEDROCK TYPE LOAD CRITERL�
DEPTH OVERBURDEN (Fl� CAPACITY
(f�) �� �PS)
23 14 Dovbie 8", 10" Sheared 8 pins 4,000 ftllbs, mfused by torque limit
22 13_5 Dauble 8", 10" Shear�d 7 pins 3,500 ffllbs, refused by torque limit
19 15.5 Double 8", l0" 7 pins 3,500 ft/Ibs, refused by torque limit
18 14 Double 8", 10" 7 pius 3,500 ft/lbs, refused by torque limit
21 14.5 Doubte 8",10" 7 pins 3,500 ft;bs, refused by torque limit
16 32 Single 8" 2� i0 pins 3,000 ft/Ibs, refused by torque limit
15 22 Single 8" 25 Refusal to penetration of pile, rock refusal
14 17 Single 8" 2� Refusal to penetration of pile, rock refusal
13 14 Siugle 8" 2� Refusal to penetration of pile, rock refusal
12 35 Single 8" 25 Refusal to penetration of pile, rock refusal, bar twist
cc:
Beck Building Company — Lee Dorthy
Beck Buiiding Company — Chuck Coe
Redwine Engineers — Bob Redwine
�ay
Tim Barrett
Field Observer
3ordy Z. Adamson, Jr. P.E.
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HEPWORTH • PAWLAK GEOTECHNICAL
9 �G194��3�}54 Tn:'� �1_IJ�J`Y^JC P. o%1c
5020 County Road 154
Glenwood Sp�ings, C� 81801
Phone: 970-945-7988
Fax: 970-945-8454
hpgeoQhpgeotech.com
CONSTRUCTION ACTIVITY REPORT
Client: John and Vera Hathaway Job No.: 107 0288 Day: Friday
400 Mansfield Avenue Date: 1/18/08
Darien, CT 06820 Sheet: 1 of 2
Project: Construction Observation and Testing� 791 Potato Patch Drive, Lot 24, Block 1, Vail
Patato Patch, Eagle County, Colorado
Weather Cloudy, snowing Temperature: 10's-20's°
Contractor's
Construction Activities;
Equipment in Use
Contractor installing helical piers for site wall foundation support.
Bobcat
HP Geotech's Site Site visit, as requested by contractor, to observe helical pier
Activities: installation. Helical pier #1 was installed today prior to our arrival.
Trevor with Great Divide reported that it torqued to 5,000 ft./lbs.
Contractor installed 2 more piers to st�uctural engineer's specs
during our site visit. Piers #2 and #3 were installed to 51' and 35'
respectively, but did not torque or refuse per engineers specs.
Webb with Great Divide said they will reuse them and install double
helical piers.
Verbal Communication: Chuck with Beck
Webb and 7revor with Great Divide
cc:
Beck Building Company — Lee Dorthy
Beck 8ullding Company — Chuck Coe
Redwine Engineers — Bob Redwlne
Tim Barrett Jordy Z. Adamson, Jr. P.E.
Field Technician Reviewed by
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HEPWORTH-PAWLAK GEOTECHNICAL
TO:
John and Vera Hatha�vay
400 Mansfield Avenue
Darien, CT 06820
5020 County Road 154
Glenwood Springs, Colarado 81607
Phone: 970.945-7988
Fax: 970-945-8454
heQeoCclhnaeotech.com
REPORT OF I3ELICAL PIER OBSERVATION
30B NO. 107 0288
DATE: Fri., 1/18/08
PAGE: 2 OF 2
PROJECT: Construction Observation and Testing, 791 Potato Patch Drive, Lot 24, Block 1, Vail Potato Patch, Eagle County, Colorado
CONTRACTOR: Beck Building Company DRII.LER: Great Divide RIG TYPE: Bobcat
PILE TYPE: 1'/z" thick X 5' 1 day PILE: MANITFACTURER: AB Chance
PIER TOTAL DEPTH (F'n HELIX DE51GN REFUSAL
NUAtBER HOLE IN L�' BEDROCK TYPE LOAD CRITERiA
DEPTH OVERBURDEN (FI) CAPACITY
�fr-� � 'iI� ��FS%
1 25 Single 8" 25 Not observed, reported 5,000
ft./Ibs., refused 6y torque limit
2 51** Singie S" ZS
3 35** Single 8" 25
4 6S Single 8" 25 Refusal to penetration of pile,
rock refusai
S 20.5 Single 8" 25 Refused by torque limit,
s,000 e.nbs.
+`No torque or refusal.
cc:
Beck Building Company- Lee Dorthy
Beck Buiiding Company - Chuck Coe
Redwine Engineers - Bob Redwine
Tim Barrett
Field Observer
Jordy Z. Adamson, Jr. P.E.
Reviewed By
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HEPWORTH-PAWLAK GEOTECHNICAL
5020 County Road 154
Glenwood Springs, CO 81801
Phone: 970-945-7988
Fax: 970-945-8454
hpgeo@hpgeotech.cam
CONSTRUCTION ACTIVITY REPORT
Client: John and Vera Hathaway Job No.: 107 0288 Day: Monday
400 Mansfield Avenue Date: 1/21108
Darien, CT 06820 Sheet: 1 of 2
Project: Construction Observation and Testing� 791 Potato Patch Drive, Lot 24, Block 1, Vail
Potato Patch, Eagle County, Colorado
Weether Cloudy, snow flurries Temperature: 20's-30's°
Contractor's Contractor installing helical pie�s for site wall foundation support.
Construction Activities:
Equipment in Use: Bobcat
HP Geotech's Site Site visit as requested by contractor, to observe installation of
Activities: helical piers. During our visit contractor installed 8 helical piers to
the structural engineer's specs. Pier location #7 was installed to
30' but did not torque or refuse. Contractor will remove it and
replace with double helix pier.
Verbal Communication: Chuck Coe with Beck
Webb and Trevor with Great Divide
cc:
Beck Bullding Company — Lee Dorthy
Beck Building Company — Chuck Coe
Redwine Englneers — Bob Redwlne
Tim Barrett Jordy Z. Adamson, Jr. P.E.
Field Technician Reviewed by
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HEPWORTH • PAUVLAK GEOTECHNICAL
TO:
John and Vera Hathaway
400 Mansfield Avenae
Darien, CT 06820
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-94�7488
Fax: 970-945-8454
hnaeoCa�hpqeolech.COm
REPORT OF HELICAL PIER OBSERVATION
JOB NO. 107 0288
DATE: Mon., 1/2ll08
PAGE: 2 OF 2
PROJECT: Consttvction Observation and Testing, 791 Potato Patch Drive, Lot 24, Black 1, Vail Potato Patch, Eagle Caunty, Colorada
CONTRACTOR: Beck Building Company DRILLER: Great Divide RIG TYPE: Bobcat
PILE TYPE: 1'/Z" shaft PILE: MANIJFACTURER: AB Chance
PTER TOiAL DEPTH (F"I) HELIX DESIGN REFUSAL
NUMBER HOLE IN IlY BEDROCK TYPE LOAD CRITERIA
DEPTH OVERBiJRDEN (FI') CAPACITY
(ft.) �� ( Idps)
6 19.5 8" 2� Refusal to penetration of pile,
rock refusal
7 30**
g 17 Refusal to penetration of pile,
rock refusal
q 2� Refusa! tfl genetration of pile,
rock refusal
11 15 Refusal to penetration of pile,
rock refusal
10 18 ' Refusal to penetration of pile,
rack refusal
**No torque or refusai.
cc:
Beck Building Company — Lee Darthy
Beck Building Company — Chuck Coe
Rerlwine Engineers — Bob Redwine
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Tim Banett
Field Observer
Jordy Z. Adamson, Jr. P.E.
Reviewed By
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HEPWORTN - PAWLAK GEOTfCHN1CAL
T0:
John and Vera Hathaway
400 Mansfield Avenue
Darien, CT 06820
5020 County Road 154
Glenwood Springs, Calorada 81601
Phone: 970-945-7988
Faa:970-945-8454
hpqeo hpqeoiech.com
REPORT OF HELICAL PIER OBSERVATION
JOB NO. 107 028$
DATE: Tues., 1/22/O8
PAGE: 1 OF 1
PROJECT: Construction Observation and Testing, 79l Potato Patch Drive, Lot 24, Biock 1, Vail Potato Patch, Eagle County, Colorado
CONTRACTOR: Beck Building Company DRILLER: Great Divide RIG TYPE: Bobcat
PILE TYPE: 1'/z" (#2 —'n PILE: MANUFACTURER: 1'/" (3)
P1ER TOTAC DEPTH (F'T) HELIX DESIGN REFUSAL
NUMBER HOLE IN IN BEARLVG TYPE LOAD CRiTERIA
DEPTH OVERBURDE� (Fi) CAPACI7Y
�h�� �� �bA�)
2 28 28 8', 10' (X2) Refusai to penetration of pile
7 34 34 Refusal to penetration of pile
3 5 5 S', 10' (X2) Refusal to penetration of pile
Comments: #7, one section was added onto what was already drilled.
C.C..
Beck Building Gompa�y — !ee Dorkhy
Beck Building Company — Chuck Coe
Redwine Engineers — Bob Redwine
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Stephanie Blair
Field Observer
Jordy Z. Adamsog Jr. P.E.
Reviewed By
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Redwine Engineers Inc.
Structural Consultants
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MEMORANDUM
TO: Larry Daake Town of Vail
Beck Builds Company
. Br � o��l . OPY
FROM. ett Burnside
SUBJECT: Hathaway Residence
RFI dated July 24, 2007
July 25, 2007
Below is our response to your questions regarding the Hathaway Residence located in Vai]
Colorado.
l. It is acceptable to use a monolithic pour for all of the interior footings. Enclosed is a
sketch (SXl) which shows the additional reinforcing required for a typical continuous
footing. For isplated footings refer to the footing schedule for additional reinforcing.
2. The slab reinforcing is W.W.F. 6x6 as noted on the 52.01 and 52.02 foundation plan
sheets unless noted otherwise.
3. All exterior walls, interior bearing walls, and shear walls are to have a 1/2" diameter
anchor bolts at a maximum spacing of 48" o.c. unless noted otherwise on plan, details,
or in the shear wall schedule on sheet 50.03.
4. The Simpson post base for the 12x12 posts can be omitted and replaced with the posts
base per the architectural detail 5/A6.3. The post base needs to be attached to tl�e
foundation per the enclosed sketch (SX2).
End of Memorandum
Enclosed: SXl and SX2
cc: Michael Suman
John Stavney
06104
700 17`" Street, Suite 1900
Denver, CO 80202
1303) 575-9510 phone
i�n�� ���-q��� fax
Suman Architects.
Beck Building CO.
0150 East Beaver Creek Blvd. A204
Avon, CO 81620 - P.O. Box 8009
(970) 748-0711 phone
ia�rn �aR-m�� rax
❑e
ALTERNATI
3/4" = 1'-0"
REDWINE ENGINEERS INC.
STRUCTURAL CONSULTANTS
0150 East Beaver Creek Blvd
REDWINE Unit #204A
■ Avon, CO 81620
(970) 748-0711
PROJECT:
SUBJECT:
) NT. FTG C� '
HATHAWAY RESIDENCE
ALTERNATE INTERIOR FOOTING
'�N
'- W�
48' O.C.
ANS
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DATF: 7/25/07
sHE� No.
SX1
JOB N0. 06104
❑�
POST BASE PER ARCHITECTURAL
DETAIL 5/A6.3. � 12x POST NOT
SHOWN FOR CLARITY
�/z" THICK BASE PLATE
TO BEAR DIRECTLY ON TOP
OF CONC. SLAB.
NATCHED INDICATES AREA
OF NON-SHRINK GROUT
BELOW BASE PLATE
PROVIDE (1) 5/8"�x6"L. W.A.
INTO UPPER SLAB
PROVIDE 5/8"� x 9"L. W.A. INTO
LOWER SLAB. COVER ALL W.A.
W/ NON-SHRINK GROUT.
M INTERIOR 12x POST BASE CON
5.� 3/4" = 1'-0"
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REVISION R1 8/28�07
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
Job Address
Location.....
Parcel No...
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP) PERMIT
791 POTATO PATCH DR VAIL
791 POTATO PATCH DR
210106301024
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
APPLICANT BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
CONTRACTOR BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
ARCHITECT MICHAEL SUMAN ARCHITECT,
PO BOX 7760
AVON
CO 81620
License: C000001764
Desciption: CONSTRUCTION OF A NEW SFR
Occupancy Type
Totals...
Number of Dwelling Units: 1
Town of Vail Adjusted Valuation: 3,200,000.00
03/20/2007
Permit #
Project #:
Status . . . :
Applied . . :
Issued . . .
Expires.....:
B07-0058
PRJ06-0225
ISSUED
03/20/2007
OS/O 1 /2007
10/28/2007
03/20/2007 Phone: 970-949-1800
03/20/2007 Phone: 970-949-1800
LLC03/20/2007 Phone: 970-471-6122
Factor Sq Feet Valuation
8,682 $3,200,000.00*
Revision Valuation: $0.00
**r***►*+****�+�a**r»r*r�*****�s�*****»r***►***�*«*r*****s+*�*r** FEE SUMMARY *«*s***r.+�.*+**�*»*r+�****�+�:*****.r**�*.******+*******�**
Building------> $13 , 638. �s Restuarant Plan Review--> $o . 00 Total Calculated Fees-----> $24, 029.24
Plan Check---> $ e, 8 6 5. 19 Recreation Fee------------> $1, 3 0 2. 3 o Additional Fees------------> $ o. o 0
Investigation-> $o.00 TOTALFEES-------------> $24,029.24 TotalPermitFee-----------> $24,029.24
Will Call-----> $ 3. 0 0 Payments-------------------> $ 2 4, 0 2 9. 2 4
BALANCE DUE---------> $ o. 0 0
r�r+******t**�:r*:*+****t***�**s��:*******t**►*:*a**►****.***r*t�*�*s:*****s********►*►***ss******sa*****s*�*■ss*�*+x***►*s*********�s*»r+*+�++*+►
Approvals:
Item: 05100 BUILDING DEPARTMENT
04/11/2007 cgunion Action: CR see 1/h/n
05/O1/2007 cgunion Action: AP approved revised corrected plans
08/17/2007 cgunion Action: AP approved revision for hot tub vault.
Item: 05400 PLANNING DEPARTMENT
03/27/2007 Warren Action: AP
06/13/2007 Warren Action: AP Retaining wall structurals approved dated :
June 8, 2007
07/30/2007 Warren Action: AP Revisions to crate a spa mechanical room a�
notes on plans.
Item: 05600 FIRE DEPARTMENT
03/22/2007 DRhoades Action: COND See conditions attached to DRB06-0528.
Item: 05500 PUBLIC WORKS
03/30/2007 gc Action: DN Provide stamped PE drawings tor retaining �
(any wall over 4' and all cobination walls)
Provide updated staging plan.
Provide an erosion control plan.
Provide a Revokable Right of Way permit.
Drainage pipe on the south end ot lot to be moved to the west away trom the patio
04/26/2007 gc Action: COND Provide stamped PE drawings ot all retaini�
(single and combination walls) before the construction of walls or June 15th.
Must recive an eseament before TCO is granted.
Provide the Revocable Right of Way permit before TCO.
Item: 05550 ENGINEERING CIVILS
�**.*.*.*.***.*s.,+***.**:+*+..*►**s*.*****.*s*...+.*.*s*..�.*.*.+s�**�**.**�+.*s***.*:***+**.*x***+*.+*�**+.+**,+.*�*�*�*.+�r�+�..+*�s...*.�.+..
See the Conditions section of this Document for any conditions that may apply to this permit.
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 479-2149 OR AT OUR OFFICE FROM 8:00 AM -
4 PM. ��
,
u
SIGNATURE OF O ER OR CONTRACTOR FOR HIMSELF AND OWNER
✓
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit #: B07-0058 as of 08-20-2007 Status: ISSUED
********************************************************************************************************
Permit Type: NEW (SFR,P/S,DUP) PERMIT
Applicant: BECK BUILDING COMPANY
Job Address: 791 POTATO PATCH DR VAIL
Applied: 03/20/2007
Issued: OS/O1 /2007
Location: 791 POTATO PATCH DR
Parcel No: 210106301024
********************************************************************************************************
CONDITIONS
***********************************************************�w********************************************
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0008766
Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES
standards.
Cond: CON0008767
Monitored fire alarm system required and shall comply with NFPA 72(2002)and
VFES standards.
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: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING
INSPECTION WILL BE CALLED FOR.
*******++++*+*************************************************************+�****************
TOWN OF VAIL, COLORADO Statement
*************************************************************+************************+*****
Statement Number: R070001612 Amount: $220.00 08/20/200703:37 PM
Payment Method: Check Init: DDG
Notation: Beck Building
13989
-----------------------------------------------------------------------------
Permit No: B07-0058 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $24,029.24
This Payment: $220.00 Total ALL Pmts: $24,029.24
Balance: $0.00
*�************************************�*****************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 220.00
�'�Y-c9-?00� 12:23 From:HP-GEOTECH 9709458454
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HEPWORTH-PAWLAK GEOTECHNICAL
May 23, 2007
To:9709494335
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John and Vera Hathaway
400 Mansfield Avenue
Darien, Connecticut 06820
Job No. 107 02$8
Subject: Observation of �xcavatian, Proposed Residence, .Lot 24; Block 1, Vail
po r,li,.291 Potato Patch Drive, �;agie County, Colorado.
Dear Mr. rs. ]��athaway:
As requested, a representAtive of l�epwonh-Pawlak Geotechnical, lnc, observcd the
excavation at the subject site on May 4 and 17, 2007 to evaluale the soils exposed ior
foundation support. 'I'he findings of our observa�io�is and recommendations for the
foundation design are presented in this repon. The services were performed in
�ccord�nce with our agreement for prafessional engineering services lo you, dated April
26, 2007.
"fhe proposed residence will consist of a two story wood frame struclure over a wnikout
basement levei. 1'he attached garage and basement floors will be slnb-on-grade. Spread
footings sized i�or an allowable soil bearing pressure of 2,500 psf were assumed in the
design,
�1t the time bf our initial visit to the site, we met with Lee 1�orthy of [3eck I3uilding
Company to evaluate groundwa�er seepa�e that was encountered upl�ill of the proposed
excavation. The water was flowing from an existing drain of the previaus residence on
the lot khat has recently been removed. We rccommended instailing an intercept drain
consisting of a 6-inch diarneter perforated pipe surrounded by screened rock and covered
with filter fabric to daylight to the south outsidc of the proposed excavation. On May 17,
the foundation excavation had been cu� in muliiple levels fYOm 2 to 20 :feet below the
adjACent ground surface. The groundwater previously observed appeared to have been
intercepted with one drain trench daylighting to ihe e�s� �nd two drain trenches
daylighting to the s�uth. With the exception oJ'lhe southeast c�rner where thc subgrade
was very moist, the drains appear to be adequately dewatering the excavation. 'Che soi(s
exposed in the boltom ofthe excavation consisted aiciayey sand with gravei. Results of
1';�rl:��r i13-;;41- i 119 �(_'�,l�,r;��l�, ti�,nnk� i 1��-Ci i 3-55h1. • Silrerrh�,mr �)7t�-46�i- I�)ti9
f'�Y-29-�007 12:23 From:F�'-CEOTECH 9709458454 To:9709494335 P.3�5
�
John and Vera l�athaway
May 23, 2007
Page 2
swell-consolidation testing performed on a sample of the clayey sand taken from the si�e,
shown on Figure 1, indicate the soils have low ta moderate compressibility under
conditions of loading and wetting. No free water was encountered in the excavation and
the soils were generally moist.
Considering the conditions exposed in the excavation and the nature o(' �he proposed
construction, spread .footings placed on the undisturbed natural soil designed far �n
allowable sail bearing pressure of 2,500 psf should be adequate for support of the
proposed residence>There could be same post-conswctian settlernent of the .Pounda�ion
if the bearing soils become wet�Pootings should be a minimum width of l 6 inches for
con�inuous walls and 2 feet for columns. Loose and disturbed sails in footin� areas
should be removed. The expased bearing soils should then be moisture adjusted to near
optimum and compacted. Exterior foolin�s sh�uld be provided with adec�uate soil cover
above their bearing elevations for frost protection. Con�inuous fountlation walis should
be reinforced top and bottom to span locai anomalies such as by assuming �n unsupporlecf
length of at least 12 feet. Foundation walls acting as retainin6 struclures Should also be
designed to resist a lateral earth pressure based on an equivalent fluid unit weight oFat
least 50 pef i'or on-site soil, excluding vegetation, topsoil or oversized rock, as backiill. A
perimeter founda�ion drain should be provided to prevent temporary buildup oi'
hydrostatic pressu.re behind the b�sement walls and prevent wetting of the lower level.
Structural .fill placed within floor slab areas ca�i consist of the on-site soils compacted to
ac least 95% of standard Proctor dcnsity at a moisture conten� near oplimum. Backfill
placed around the structure should be campaclee3 and the surface �r�decl to prevent
ponding wilhin al leasl 10 feet of the building. �
The recommendations submitted in this letter are based on our observation of the soils
exposed within the foundation excavation and do not include subsurface exploration to
evaluate the subsurface conditions within �he loaded depth of foundation influence. This
study is based an the assumption that soils beneath the footings have equal ar better
support than those exposed. The risk of foundation movement may be greater than
indicated in this report because of possible variations in lhe subsurface condilions. ln
orde.r to reveal the nature and extent of variations in the subsurface conditions below lhe
excavation, drilling would be required_ It is possible the data obtained by subsurface
exp]oration could change the recummendations contained in �l�is letter. Our services do
Job No. )07 028R
Gec�teCh
MAY-25-�Q07 1z:24 From:F�-C�EOTECH 9�09458454 To:�709494335 P.4�5
John and Vera l��athaway
May 23, 2Q07
Page 3
not include determining the presence, preventian or possibility of mold or other biological
contami.nants (MOBC) developing in the future. If �he client is concerned about MOBC,
then a professional in this special field of praclice should be consulted.
lf you have any questions or need further assistance, please call our oif ce.
Sincerely,
NEPW4RTH — PAWLAK G
Jordy Z. Adamson, Jr., P.E.
Rev. by: SLP
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attachment Pigure I— Swell-Consolidation Test Resulls
tc: Beck Building Company —�1ttn: Lee Dorthy
Redwine Engineers — Attn: Iiob Redwine
Job No_ 107 02R8
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Figure 1
JUN 08 z�07 2:lOPM HP LRSERJET 3200 p.l
� �K�� � CONSULTANTS, 1NC. [g�o� 9��-����
P.O. Bax 4572 FAX 94J-'I 577
Veil, C��lorado 81 658
TO: Suman Architect
fa�c 479-7511
DATE: 6I8l2D07
PROJI:CT.• Hathaway Boufder Walls
❑ RI'! ❑ MFETING NOTES
RECQRD
� RESPONSE
JOB NUMBER: 0706-02
❑ CLARIFICATl�N/CHANGF
The faliawing design criteria was used to design the 6' tall boulder retaining walfs af the above referenced
projecl:
Geote�:hnical report: #107 0288 by H-P Geotech
Latera pressure: 5Q pcf
Searin� pressure: 250� pcf
Goeffic�ient of iriction: 0.40
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W r, � ;°��' HATHAWAY RESIDENCE KRM CONSULTANTS. INC.
7/ 1 1 �� etructuro� engineering ond deaign
O v L � � 791 POTATO PATCH DRIVE
P.O. BOX lS�i 88�8 W. OTtnWn nvE
� � � ;; v�iL, CO 81658 SurtE 2t0
O O VAI L, C 0 LO RAD 0 (9�0) 949-9J91 LITTIETON, CO 80128
(FA%) 9a9-1577 (303) 97J-9806
N (i'�X) 973-98�7
TOWN OF VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
OWNER
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT Permit #: A08-0018 �v~l � �=��
Job Address: 791 POTATO PATCH DR VAIL Status ...: ISSUED
Location.....: 791 POTATO PATCH DR Applied ..: 03/11/2008
Parcel No...: 210106301024 Issued ... 03/14/2008
Project No : - � ��� _ 6 �, 2 ,� Expires . .: 09/10/2008
APPLICANT
CONTRACTOR
HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
THUL ELECTRONIC
P O BOX 534
AVON
CO 81620
License: 112-5
THUL ELECTRONIC
P O BOX 534
AVON
CO 81620
License: 112-5
SYSTEMS
SYSTEMS
03/11/2008
Desciption: NEW FIRE ALARM FOR NEW HOUSE
Valuation: $2,500.00
03/11/2008
03/11/2008
Phone: 970-949-4638
Phone: 970-949-4638
*****r�**�**s***ar��****r**»*r*s*�*t��**r*�+�***�r***�**�:�***�:****** FEE S UMMARY ***�*�***+*►*t*s***t+*+►�**+*+�**r*+�*r*s**+***+�**r**+�***r
Electrical---------> $ o. 0 0 Total Calculated Fees--> $ 3 2 5. � 5
DRB Fee---------> $ o. 0 0 Additional Fees----------> $ o. 0 0
InveStigati0n----> $ 0. 0 0 Total Permit Fee--------> $ 3 2 5. 7 5
W iIl Call---------> $ o. o o Payments------------------> $ 3 2 5. � s
TOTAL FEES--> $ 3 2 5. 7 5 BALANCE DUE--------> $ o. o 0
*s�*�*.�*��«r:**►��****►****.*►***�.*+s*r+*+�r*s*s�*++�s*■**+*�***�*v*�*�+.v��s�**r�**►*►*�++****r+*�st*►+►�e**+*�r+.*�**r***«r*�+r*�+**+****+.�w
Approvals:
Item: 05600 FIRE DEPARTMENT
03/13/2008 DRhoades Action: AP Approved as noted on plans.
�:.�.*.****..**�.******.*...*...,**��.�**....+*.�.***��..+*�*+*,.*...*,*.�...++*�*....:*...**.*:*�**.*.*,*.*:�.»*...+*.*.�*.*��.►**.�.*.�►.*�+,�.
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 o the Town applicable thereto.
�
REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADV E Y HONE AT 970-479-2252 FROM 5:00 AM - 5 PM.
/
SIGNAi�I� OF OWNER OR CONTRACTOR FOR HIMSELF AND OWN�K
*********************************�*******************************************************++*
TOWN OF VAIL, COLORADO Statement
****************************************�***************************************************
Statement Number: R080000278 Amount: $325.75 03/14/200810:24 AM
Payment Method: Check Init: DDG
Notation: Thul
Electronics 41368
-----------------------------------------------------------------------------
Permit No:
Parcel No:
Site Address:
Location:
A08-0018 Type
2101-063-0102-4
791 POTATO PATCH DR
791 POTATO PATCH DR
ALARM PERMIT
VAIL
Total Fees: $325.75
This Payment: $325.75 Total ALL Pmts: $325.75
Balance: $0.00
********************************+***********************+***********************************
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
PF 00100003112300
Description Current Pmts
------------------------------ ------------
FIRE ALARM PERMIT FEES 93.75
PLAN CHECK FEES 232.00
-----------------------------------------------------------------------------
APPUCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSN�'�}�C� �/_� Z Z�
� Project #: � �`� u
Building Permit #:
Alarm Permit #:
� 970-479-2135 (Mspections)
�y��py� TOWN OF VAIL FIRE ALARM PERMIT APPLICATION
Commercial � Residential Fire Alarm shop d�awings are required at time of 75 S.
Frontage Rd. application submittal and must inciude information listed on the Yail, Colorado
81657 2nd page of this form. Application will not be a pted without this
information.
� /
CONT CTOR INFORMATION
Fire Alarm Contractor:
�;`i t�( 'L `� � `G (_'. t I� (`.;:i ' f�.
E-Mail Address: yy� � � � 'r
Town of Vail Reg. No.:
112- S
C
Contact and Phone #'s:
{��C I �� 1 �t s� �. `� '7 4 -� 7 �, '? �.-, `"i
Contractor Signature: i
i
:�,
COMPLETE VALUATIONS FOR ALARM PERMIT (Labor � Materials)
� ?S
�S � Fire �arm: $ *Z>�G. Q�
�
*�r*****************,t,�*�r***********,�**�r*FOR OFFICE USE ONLY*�******,r*****,r*,��r
_._��.,.....�-=
Other Fees:� . .
� � �
��ZQQ�
Approveci as Submit#ed O I� � �
ed as Noted QZj -�-o�N �� �p�(�-
E�va. "
o�i2a�zoo2
�ii�� FiR,�I� l SF1�sr �2
i��te: n � - L �-[� R'
STONE COPING —
� RE: ARCH
�
VARIES
RE: PLAN
STONE VENEER W/ —
VENEER TIES � 16" O.0
� RE: ARCH
DOVETAIL SLOTS @ 16" O.C.
STONE LINTEL---
� 9'-3" AFF
VERIF`( W/
ARCH.
L6x6x5/16 W� 5�g"0x6"L.
W.A. @ 16" O.C.
�
i
�
z
�
:
�
�,
\ �1
\
\ �
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:. : '�
C GARAG E WA
5. � 3 3/4" = 1'-0"
—�
�
•
.
.
.
FOR WATERPROOFING REQUIREMENTS
RE: ARCH
� 2 ROWS OF (2) �6 TOP BARS
� EXTEND TOP BARS TO
END OF WALL & BOTTOM
BARS TO OPENING FACE +6"
#3 STIRRUPS @ 6" O.C.
C� 8" BEAM SECTION
�EXTEND 1'-6" BEYOND TOP
OF LOWER TIE
L4x4x�/4 BETWEEN BEAMS
��/2"x4' W.A. C� 16" O.C.
W12x
RE: F/S5.13
(4) �5 LONG x OPENING FACE +6"
@ 6° O.C.
�(4) MIN. EA. FACE
#3 TIES � 6" O.C.
� 12" BEAM SECTION
(4) �6 BOTTOM BARS
OPENING FACE BEYOND
�� �••�
DATE: REV1 10/09/07
REDWINE ENGINEERS INC. PROJECT: DATE: 10/Ot/07
STRUCTURAL CONSULTANTS HATHAWAY RESIDENCE SHEET N0.
0150 East Beaver Creek Blvd
REDWINE Unit #204A SUBJECT: SX18
■ Avon, co $�s2o GARAGE CONCRETE HEADER
(970) 748-0711 JOB N0. 06104
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ASBESTOS
Job Address: 791 POTATO PATCH DR VAIL
Location.......: 791 POTATO PATCH DR
Parcel No....: 210106301024
Legal Description: �� S b� °� Z�°�
Project No . : ?? �
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
APPLICANT AMERICAN ABATEMENT,
4340 BROADWAY
DENVER
CO 80216
License: 483-S
CONTRACTOR AMERICAN ABATEMENT,
4340 BROADWAY
DENVER
CO 80216
License: 483-5
04/02/200�
INC. 04/02/2007
INC. 04/02/2007
Permit #: ASB07-0007 f�'jb ^1 - C� d S�
Status . . . .
Applied . . :
Issued . . . .
Expires . . ..
ISSUED
04/02/2007
04/09/2007
10/06/2007
Phone: 303-298-8550
Phone: 303-298-8550
Desciption:
INSTALL A FULL CONTAINMENT SYSTEM WITH ENGINEERING CONTROLS
AND THEN REMOVE 48 SF OF LINOLEUM FROM WITHIN THE FURNACE
ROOM.
Occupancy:
Type Construction:
Type Occupancy: ??
Valuation: $3,216.00
Add Sq Ft: 0
Fireplace Information: Restricted: N of Gas Appliances: 0 # of Gas Logs: 0
# of Wood Pellet: 0
****�****�*********�***********�***************+******************** FEE SUMMARY ****************��******************************************
Building------> $58 . oo Total Calculated Fees--> $ii6. o0
Plan Check---> $ 5 8. o o Additional Fees----------> ($ 5 8. 0 0)
Investigation-> $o. oo Total Permit Fee---------> $58. 00
Paymenu------------------- > $ 5 8. 0 0
TOTAL FEES-------------> $116. 00 BALANCE DUE---------> $0. 00
**********�:***************�*****************�**********************:�***********�*******************�:******************************************�*�
Approvals:
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
04/04/2007 mvaughan Action: AP
***�**********��******�:*******���***��*�*��*****��*�*************�******+****+**��**+�****************�****���**�******�********�**�******�****�*
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I ha�e read this application, iilled 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 Residentail Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE FORTY-EIGHT HOURS IN
SIGNA
CE BY TELEPHONE AT 970-479-2135 OR 970-479-2252
� �' `�
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
**�**���***��****+*******�*****�*�******��*****�*��***********�**��*********+*****��*******�
TOWN OF VAIL, COLORADO Statement
**************�x********************�***********�x�************�****�x��x�*�x+�*�***********�****
Statement Number: R070000430 Amount: $58.00 04/09/200710:31 AM
Payment Method: Check Init: DDG
Notation: American
Abatement, INc. 13398
-----------------------------------------------------------------------------
Permit No: ASB07-0007 Type: ASBESTOS
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $58.00
This Payment: $58.00 Total ALL Pmts: $58.00
Balance: $0.00
************�x************************************�*********�x***:x**+*�*+*************�:*******
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
Description Current Pmts
------------------------------ ------------
BUILDING PERMIT FEES 58.00
-----------------------------------------------------------------------------
' PAGE 2
�*�:*�:*�x�x**�*��:*��x*��:*�x*�:*�x***:x*�**�x*�:��**�**�:*�**�*�x*�x�x*=x�x��*�x�x��x*�x*�***��:��*�:*�:*�x*�*��x�x�:*�:�*��*�x*�**�:*�
CONDITIONS OF APPROVAL
Permit #: ASB07-0007 as of 04-09-2007 Status: ISSUED
*�x*�x�x�x*�:�*:x*��:�x�����:�x�*����x��x*�*�*��x*=x�x��x*x:*��x������x*:x*�*�x*�*�**�:*=����x��:��:*�*:����x��*�*�*�*��*��x*�*:����:��x
Permit Type: ASBESTOS
Applicant: AMERICAN ABATEMENT, INC.
303-298-8550
Job Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Parcel No: 210106301024
Applied:
To Expire
Description:
INSTALL A FULL CONTAINMENT SYSTEM WITH ENGINEERING CONTROLS
AND THEN REMOVE 48 SF OF LINOLEUM FROM WITHIN THE FURNACE
ROOM.
Conditions:
Cond: 38
(BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.
AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE
FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK
OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479-2250.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
04/02/2007
Issued: 04/09/2007
10/06/2007
APPLI TION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS D(�1 ��� j
Project #: v"
• Building Permit #:
� Asbestos Permit #: ' �
'� TOWN OF VAIL ASBEST�S ABATEMENT PERMIT APPLICATION
T�WNOFYAII, Required per Ordinance No. 19, Series of 1998
75 S. Frontage Rd. Permit application will not be accepted without the following:
Vail, Colorado 81657 1. Copies of General Abatement Certificate and State of Colorado Certification
2. A copy of written arrangements with the facility operators for any temporary disabling of the
air handling systems, fire sprinkler system, and alarm systems with fihe names and contact
phone numbers of these individuals.
3. Site plan with details addressing: waste container storage location, waste load out area
location. entry and exiting details of abatement area. details of entry and exiting plans for the
occupants of the structure in unaffected areas.
CONTRACTOR INFORMATION
On Site Abatement Contractor: Town of Vail Reg. No.: Contact and Phone #'s:
AMERICF,N ABATII�NT, INC. 483-S Office: 303-298-8550
E-Mail Address: elaine@amer' anabat�nent.com jo@americanabat�nent.cam
Contractor Signature: �� �_ ' Jim Oleskevich (V�') Cell: 303-472-0262
COMPLETE V,
210106301024
ABATEMENT PERMIT (Labor & Materials)
Job Name: ���y , John & Vera �(� T�
Legal Description Lot: 24 Block: 1 Filing:
Owners Name: ��Ay Address: 400 Mansf
Project Manager:
Project Designer:
Address: Uas'len,
ress:
2i t�r�U
0
. 7
for Parce/ #
Patch Rd., Vail, CO
�Vail Potato Patch
Nhone: 9�0-476-7124
Phone:
Phone:
Air Monitoring S�Q� ialist: ?��N �"��� Address: �� �Ox � z 3� Phone:
A�(7 /a'S6ES'��S T�STi�liCq GG`li=rt�!•.P . Gfr E5:5f.=! 1'L3 �i7C� - L7U -;�(•utij
Detailed description of work: i�.r.� �at;- A Fut,L co:vTaiNa.�Ew�'s �,'ST�o.�1 w,rrt i*��•i�:cerzt'�� Lc:+��oc.5 tv.i�
TKcu ;'E:�aCu��c u`� 5� rT Z» LinloL�u�4 ��L•M iNrTi-(jn! �NG F+�ttz,�cLc�: %it:M. �L� (� w�tL r�v
%ivAi-5 A1J7 5��:•�1 uF� O:il �'-1� t7EMGf_i7(04.i PeizMt! A�P�(ca� tc�i v�J c`3ci-t�li.i- �i=77-(r G�:.7r.
Start Date: �- 9-o �7 End Date: 4-i 2-�7 Start Time: 7= <>cj �,n� �rQuit Time: ;°> o PM
Amount of Asbestos: Linear Feet: �-- Square Feet: 4£3 55/Gal Drums: --
Work Class:
Work Type:
Type of Bldg
Does a Fire
New ( ) Addition ( ) Remadel ( )
Interior (+/f Exterior ( ) Both ( )
�-family ( � Two-family
Exist: Yes ( ) No
Repair ( ) Demo ( �' Other ( )
Does a Fire
***��*�******�***��******�**�*��*�*�,�,��FOR OFFICE
��
F:
h
%�� 1,
�. ,i ;
�, .-
Restaurant �Other _
er System Exist: es ( No
ONLY�*�*:�,�**�*��*�������***�*�**����*�
� � �„ �
��� r Q.
. �
� � ��
Page 1 of 1
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG
Job Address: 791 POTATO PATCH DR VAIL
Location.......: 791 POTATO PATCH DR
Parcel No....: 210106301024
-� -�� �� _ o � 2.�
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
APPLICANT BECK BUILDING COMPANY
LEE DOROTHY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
CONTRACTOR BECK BUILDING COMPANY
P.O. BOX 4030
VAIL
CO 81658
License: 117-A
Desciption:
DEMOLITION OF AN EXISTING STRUCTURE
Occupancy:
Type Construction:
03/20/200�
03/20/2007
03/20/2007
Permit # D07-0002
Project # ??
Status . . . .
Applied .. . .
Issued . . . .
Expires.....:
�6� - o� �.
ISSUED
03/20/2007
04/11/2007
10/08/2007
Phone: 970-949-1800
Phone: 970-949-1800
Valuation: $70,000.00 Revision Valuation: ?? Total Sq Ft Added: 0
********��**�****��********��*************************************** FEE SUMMARY �********�:****��***************�************�***********�*�:*
Building------> $783 . 75 Restuarant Plan Review--> $0. 00 Total Calculated Fees--> $1, 296. 19
Plan Check---> $ s o 9. 4 4 Recreation Fee--------------> S o. 0 o Additional Fees----------> $ o. o 0
Investigation-> $ o. 0 o TOTAL FEES-------------> $1, 2 96 . 19 Total Permit Fee---------> $1, 2 9 6. 19
Will Call-----> $3 . 00 Payments-------------------> $1, 296.19
BALANCE DUE---------> $0. 00
*�*�*****�***************�********�**�:*�******************�**�**********��*************�*************:�********�*****�*�*���******�*****���***�*�*
Approvals:
Item: 05100 BUILDING DEPARTMENT
04/02/2007 JS Action: AP
Item: 05400 PLANNING DEPARTMENT
03/28/2007 Warren Action: AP Please see
condition regarding erosion control fencing and limits of
disturbance fence location.
Item: 05600 FIRE DEPARTMENT
04/03/2007 JJR Action: AP ,
Item: 05500 PUBLIC WORKS
03/29/2007 gc Action: AP
********************�********�**�:*****�**********�*�*�***�**�:**�:***�:********�**�**********�:�*****�**********�*****�*******�:*�***�*****�*******��*
�**������*�*��*�**�****��*������*�*��*�*�**�*�*�**��*�*�*�*�*��*�*�*�*�*�*�***�*�*�*�*�*�*�*��*�*�*��*�*
CONDITIONS OF APPROVAL
Permit #: D07-0002 as of 04-11-2007 Status: ISSUED
�x*�***�x*�:�*��*�**��x*�*�*�*�:*�x*����x�:x*�x*�x�x*�*��*�:*�:*�*�:*�:*�*�*��x*�*�x���x�**�**�x*�:��*�:��*�*�*:x*�x��*�*�:�*�x**
Permit Type: DEMO. OF PART/ALL BLDG.
Applicant: BECK BUILDING COMPANY
970-949-1800
Job Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Parcel No: 210106301024
Description:
DEMOLITION OF AN EXISTING STRUCTURE
Applied
To Expire:
03/20/2007
Issued: 04/11/2007
10/08/2007
*�x*��:*��x*=��x*�x*�x�*�x�*��:*�:*�x�*�:**�*�*�:*�*:x���x**�:*Conditions:*��:*�*�x*�*�*�x*�*��:*������x*��*�*��::�*�*�x���*�x*��:��x
Cond: 38
(BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.
AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE
FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK
OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479-2250.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0008803
The applicant shall install the erosion control fencing and
limits of disturbance fence in the location identified on
the site plan no along the eastern property line and just
off the southern propoerty line. The existing stands of
trees and willows are to be protected from disturbanceas
idenitifed on the site plan prepared by the architect and
Peak Land Consultants.
See the Conditions section of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I ha�e 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 accord' to t wns. zoning and subdivision codes, design
review approved, International Building and Residential Codes and other/or i of the Tow a licabl �reto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOUI�`IN ADV�N�i� BY
AM - 4 PM. � �,,� �
OR AT OUR OFFICE FROM 8:00
OF OWNER OR CON'��/�CTOR FOR HIMSELF AND OWNEF
��***********���*****************��*****�********�*�*******+*�**�*���*��****��*****�*******�
TOWN OF VAIL, COLORADO Statement
********�x*********************************�********�x*��****************************�:*****�:**
Statement Number: R070000459 Amount: $1,296.19 04/11/200702:13 PM
Payment Method: Check Init: LT
Notation: Beck Building /
ck 13247
-----------------------------------------------------------------------------
Permit No: D07-0002 Type: DEMO. OF PART/ALL BLDG.
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $1,296.19
This Payment: $1,296.19 Total ALL Pmts: $1,296.19
Balance: $0.00
*****�*********:�**+****************+*************�*****�:*******�**********�:�****************
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
PF 00100003112300
WC 00100003112800
Description
------------------------------
BUILDING PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
Current Pmts
783.75
509.44
3.00
-----------------------------------------------------------------------------
� ,
APPLICATION WILL NOT 8E ACCEPT F INCOMPLETE 4R UNSIGN '��Ej .� ��.5�
�Praject #:
�,�, � �� Buildin Permit #: p�
� . . ;
����� TOWN OF VAIL BUILQING PERM17 APPLICATION �
S�parate Permits are required for electricai, plumbing, mechanical, etc.!
75 S. Frantage Rd.
Vai1, Co(orado 81657
GONTRACTORINFORMATION
General Contraetor. Town of Vait Rsg. No.; Canfact Person and Phon s:
���iJ��d �p �7"� �� �C�� �� ��_t�
Emaii address. � �� � Fax #:
Contractor Signature.
�
' COMPL TE VALUATIONS FOR BUILDING PERMIT : Labor � Materiais
BUtLdING: $ �% �} �j - ,��j ELECTRlCAL: $ OTHER: $ °
PLUMBtNG: $ MECHANlCAL: $ TOTAL: $
FOR OFFICE
Type� Canst�c��n��; � T� = Date Receive
• � Occnp�nc�;'Grotr� ��.�� �-., �.,;,w �. Accepted B�y
F:\cdev�FORMS\Permits\Buiidingjbuiiding,�etmitDOC
�
�
A 8� D Asbestos Testing and Consulting
John R. Peterman
�����������
P.O. Box 1230 Clifton, CO. 81520-1230
Cell 970-270-3689 Home Phone 970-464-5265
YNSPECTION REPORT PREPARED FOR:
Beck Building Company
PO Box 4030
Vail, CO. 81658
LOCATION:
The Residence
791 Potato Patch Road
Vail, CO.
REPORT PREPARED BY:
John R. Peterman
Inspector Manager
Certificate No. 6601
�
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A& D Asbestos Testing and Consulting
John R. Peterman
Asbestos Testing, Project Design, and Consulting
INTRODUCTION:
. On January 25`", 2007 an inspection/survey was conducted and 20
bulk samples were collected from the:
The Residence
791 Potato Patch Road
Vail, CO.
The purpose of the inspection/survey was to locate and sample
suspected Asbestos containing materials that might be present in the
Building that is planned for demolition.
The inspection was made, and the samples were collected by John R.
Petezman, an A.H.E.R.A. and State of Colorado Certified Asbestos
Inspector. Great care was taken during the inspection and sampling to be as
accurate as possible. It should be noted that minimal damage was done to
the existing bui].ding structures during the inspection so there is no
documentation for unseen conditions or stored items.
All samples were analyzed by DCM Science Lab in Wheatridge, CO.
This laboratory is deemed "Proficient" in the E.P.A.Quality Assurance (QA)
program for the deternunation of asbestos in bulk materials, and is
accredited by the American Hygiene Association (AHA).
SAMPLING PR01 OCOL:
A random sampling scheme was used to sample the suspect materials that
were discovered. If during any future demolition or renovation work,
suspect material is discovered that hasn't been sampled and would be
disturbed, work should be halted until the material has been tested.
�.d deo�zi c.o c.o qa�
A& D Asbestos Testing and Consulting
John R. Peterman
AsbestosTesting, Project Design, and Consulting
The Residence
791 Potato Patch Road
Vail, CO.
BUILDING DESCRIPTION:
The Building at 791 Potato Patch Road is a multi-story building with an
attached garage that is planned for demolition. The roof is covered with
wood shake shingles, and the soffits are wood. The exterior walls are
covered with wood siding, and e:�terior stucco. The interior walls are
covered in sheetrock, with two types of texture. The west half is a troweled-
on texture, and the east half is a spray-on hard texture. The ceilings are
covered in sheetrock that is textured like the walls. The floors are covered
with carpet, finished wood, cerarnic tiles, and three types of sheet vinyl. The
heating is provided by base board heatin; and a fireplace. No suspect
materials were visible on the heating system.
C4NCLUSIONS & RECOMMENDATIONS:
Laboratory analysis of the bulk samples indicate that the sheet vinyl
flooring, in the hot water heater room, contains Asbestos that is in excess of
the Regulatory Limit (Greater than 1°I'o Asbestos). The sheet vinyl will need
to be handled as per Colo. Reg. #8 prior to disturbance of this material.
Two of the composite sheetrock samples contain Asbestos that is less than
the Regulatory Limit. The Asbestos content of the sheetrock samples was
verified by the Required Point Count Analysis.
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Date: January 25th, 2007
Location: The Residence, 791 Potato Patch Road, Vail, CO.
SAMPLE RESULTS:
SAMPLE NUMSER DESCRIPTION
791 - B
791 - 6
791 - B
791 - B
791 - B
791-B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
79t - B
791 - B
791 - B
791 - B
791 - B
791 - B
791 - B
001
002
003
004
005
006
007
008
OQ9
01Q
01'I
012
013
814
015
016
017
018
019
020
ASBESTOS TYPE
Sheet Vinyl
Sheet Vinyl
Sheet Vinyl
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite 5heetrock w/Spray-On Texture
Composiie Sheetrock w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetr�ck w/Spray-On Texture
Composite Sheetrock w/Spray-On Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock w/Trowei Texture
Composite Sheetrock w/Trowel Texture
Composite Sheetrock wlTrowel Texture
Composite Sheetrock wlTrowei Texture
Composite Sheetrock w/Trowei Texture
Composite Sheetrack w/'irowet Texture
Exterior Stucco
Exterior Stucco
Exterior Stucco
Key:
NAD - No Asbestos Detected
CHRY - Chrysotile
PC - Point Count Analysis
NAD
CHRY
NAD
NAD
NAD
Chry PC
NAD
NAD
NAD
Chry PC
NAD
NAD
NAD
NAD
NAD�
NAD
NAD
NAD
NAD
NAD
�io
0.00
37.90
0.00
O.QO
o.00
<0.25
0.40
a.oa
Q.OU
0.01
0.00
0.00
Q.Oa
0.00
0.00
0.00
o.oa
o.00
0.00
0.00
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Date: January 25th, 2007
Location: The Residence, 791 Potato Patch Road, Vait, CO.
SUSPECT MATERIAL CONDITIONS
SAMPLE NUMBER
7g1 - B 001
791 - B 002
791 - g 003
791 _ g 004
791 - B 005
791 _ g 006
791 - B 007
791 - B 008
791 _ g 009
791 - B 010
791 - B 011
791 - B 012
7g1 - B 013
7g1 � g Oi4
791 - B 015
791 - B Q16
791 - B 017
791 - B 018
791 - B 019
791 - B 020
Key:
MISC - Misceilaneous
SUR - Surfacirig
TYPE OF SUSPECT MATERIAL
MISC
MISC
MfSC
SUR
SIiR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
OVERALL CO�fDITION
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
POOR
GOOD
GOOD
GOOD
GODD
GOOD
G�OD
GOOD
GOOD
GOOD
GOOD
DAMAGED
NO
NO
NO
�t0
NO
NO
NO
NO
NO
NO
NO
NO
NO
HO
NO
NO
NO
NO
NO
NO
%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
O.QO
0.00
0.00
0.00
0.00
0.00
0.00
o.ao
0.00
Q.00
0.00
0.00
TYPE OF DAMAGE
N/A
N/A
N/A
N1A
N/A
N/A
N/A
N/A
N/A
N/A
N!A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
P[/A
N/A
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Date: January 25th, 2007
Location: The Residence, 791 Potato Patch Road, Vail, CO.
POT�NTIAL FOR DISTURBANCE
Sample Number Accessibility
yes/no
791 . g 001 YES
791 _ g 002 YES
791 - g 003 YES
�g� . g 004 YES
791 - B 005 YES
791 . g 006 YES
791 - B 007 YES
7g1 _ g ppg YES
791 - B 009 YES
7g1 . g p�p YES
791 - B 011 YES
791 - B 012 YES
791 - B 013 YES
79Z _ B 014 YES
791 - B Q15 YES
791 _ g 016 YES
7g1 - B 017 YES
79� _ g p�g YES
791.g 019 YES
791-B 020 YES
Potential
contact
HIGH
HIGH
HIGH
HIGH
HIGH
NIGH
HIGH
NIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HiGN
HIGH
HIGH
HIGH
HIGH
Influence
vibration
LOW
LOW
LOW
LOW
LOW
LOW
LO W
LOW
L�W
LOW
LO W
LOW
LOW
LOW
LOW
LO W
LO W
LOW
LOW
LOW
Potential
air erosion
LOW
L�W
LOW
LO W
LOW
LOW
LOW
LOW
LOW
LC1W
LOW
LO W
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
Located in Plenum
yes/no
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
[VO
NO
NO
NO
NO
NO
NO
NO
�LIENT;
A& D ASBESTO$ TESTING & CaN$ULTING
653 J6 1!a ROA�
PALISADE, CO 81526
DCM SCIk?�CE LABURATORY, IT'C.
�1A21 \4, a9TH AVENUE, �NIT K6
LvH EAT R! DG�, CO 800J 3(]03) 46J •827�
BIiLK A5BESTUS TEST RF�aRT
PAGE l OF 5
ANALYStS DA7fi: l•]OA i
REF'ORTING UATE: 2- I-01
RECEIPT DATF: I-29-07
CL1GMlOBNO_ �S� pTOPATCH-V�11-,CO
pRp7PC'T TITLE:
DCMSL PR0IECT: ADAT341
PfRCEt1IAGF COMP0517TUN BY YISUAL ESTI.'IA'CE
I
-�; a- �
����� i
�
TOTAL
PERCENTAGE
TO7AL (DEN'iIFIED
7CMSL CLIENT PERCEI<T ASBESTOS ISBES70S OTNER PIBROUS NOI�•fIBROUS
$AAIPLE SA.I�IPLE SnMPLE OF SAM17PLE TYPE 3L1NGE % (N 5,41�1PLE C�NSTffUErTS CaTlSTITU:ry75 M1IATERIaLS
VLlMBFR NU�fBER DATE �ESCR1PTlON --
-- 0.0 190_0 100.0
lU% � 4t.0 J00.0
� ���_g.Ap�� �.?5-n7 A. NrH]TESILICONECAULK ND �•�
g. w7i1TEFIHAnuSRESJN+"YELLOw as.av
MAS7{C (I) p.q 100.0 100.0
ND
C. ti�'HffEAyDTArRES1NOUi'fILE 5>f�',� NL
7.0 20.0 140.0
48G%a CH&YSO'f1LE (�S-b�] 79�D �Q ]pp.p 1�10-U
: 79]-B-AO�' �.3�.p7 A.1'�FfITEFIBROIlS�YELL01�`4fASTlC(]) 520% N� ----'
e. MULTICOLOREDRL•SiNDU3 T[LE �� �
cg � dS.0 100.0
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_3 �g�,g.pp�j I•25-07 a, �'Ht7EFlBROIJSR[5[?�+YELOW 35.0% on i�a �pp.0
hlAST1C{fi Nfl _
H. N'HITEAN�T.4NRFSlNOI.S'�7i�J 65.0% NP
P1NK PAINT (q, 100A
ND D.0 100.0
?9'/. p.p 100.0 J00_0
_d T91•SACU�4 t-Zi07 A.1\+}IITEPAINT 4.�/s ND �,0 160.0
B. ►YHITEDRY�VAL1. AtUD � I(4.0
C. TAN FIBROUS 10.�° _ Z,p 48.0 ��-fl
0.1YHITEDRt`V�'ALL 840°�6 ND �O
4.0 1�J0.9 !OOA
1.Oi"v TD p.p :D4.0
.5 791-B-AfAS 1-25•G9 A. \VN{7bPAINT ND 14p.0
SU% U.0 100.0 :00.0
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Ih.O% ND ygr� IOV.O
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1YHE�1T ILDGE, CO 8003) (303) 46)-B?70
BULK ASBE57'GS 7EST REPORT
P.aGE1 OF 5
pNA1,YS1S D.4TE; I-3Q-07
REPpRT11:GDATE 2•7-07
RECEI?T DATE: 1 •29'�1�
CUE�T )08 NO_: RESTDENCE
PROlE�7'iffLE: 191 PQ7A70 PA'TCH � VA1L, CO
DC!�i5�. PROJEC:: a0AT3na
PERCENTAGECCMP'�SITICN BY V(SUAL 55TI1•4ATE
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TOTAL
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T�('AL
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OF Sr1MPl.6 TYPE RANGE °/s TN SAMPLE CONSTITUENTS
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PAGE3 OF :
ANALYSIS DATE: 1-10-07
REPOk'fiNG DA"E: 2 • l-U7
RECEI?? n.�TE: i �29-07
CLIENfJOBtJO.: R,ESIDENCE
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ANALYSIS DAT� 1•]0•07
RFPOFT(NG DATE_ 1-�-�'
RfiCfJPT DA7E: I-29-07
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P� Sox 1230
Clifton, CO. 81520-1230
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TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE
DEPARTMENT OF COMMUNITY DEVELOPMENT
THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 791 POTATO PATCH DR VAIL
Location.....: 791 POTATO PATCH DR
Parcel No...: 210106301024
Project No : ��fj� .. p2 2 �
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
APPLICANT MARMOT ELECTRIC
P.O. BOX 4511
AVON
CO 81620
License: 250-E
rONTRACTOR MARMOT ELECTRIC
P.O. BOX 4511
AVON
CO 81620
License: 250-E
os/23/200�
Permit #: E07-0195
��1 -c76��
Status . . . : ISSUED
Applied . . : 08/23/2007
Issued . . . 08/24/2007
• Expires . .: 02/20/2008
08/23/2007 Phone: 970-926-0990
08/23/2007 Phone: 970-926-0990
Desciption: ELECTRICAL FOR NEW SFR
Valuation: $0.00 Square feet: 8682
��*r*+*��+**r*++****t*******►+****r***�****�****s******t****�**s*** FEE SUMMARY ***********r***+�**�*****x*r*s**++*********t***a*�►***�*****
Electrical---------> $394.45 TotalCalculatedFees--> $397.45
DRB Fee---------> $ o. 0 0 Additional Fees----------> $ 0. o 0
Investigation----> $ 0. o o Total Permit Fee--------> $ 3 97 . 4 5
W ill Call---------> $ 3. o o Payments------------------> $ 3 9 �. 4 5
TOTALFEES--> $397.45 BALANCEDUE--------> $0.00
�sr*r***r»*s**+***************�*�ttr**��*r********r****�**********�*****►**tr*r***s****r*+r*�*s*�►*xts►***r*t************r�r****************�***+
Approvals:
Item: 06000 ELECTRICAL DEPARTMENT
08/23/2007 shahn Action: AP
Item: 05600 FIRE DEPARTMENT
.«:�*+*�**.*..+*+:++....***.:�.*.*.�*:..*►*«:*..�***.**.+**.+*,:«*+.*.�*�*:*..*�*«*��*«***+.+**:*..***.*.*..,:***+*:**.*.....,�.s�.+.�**s*+.****...*
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
M4�K�k�k�k##�k�K�K�k#�k#�F#�K�F*�Y#�k##�F�Ki��k�K#�kk�k�F#i�#�k#�k�k+k#�k###�K#�k#*I��k#�K#i�#�k+k�k�K/*�F#�k�k$i«�k�k�k�k#+k#�k�K$�kt#�k�k#�k�F�kA��k4*##�k�k�k�F�K�k�k�F###�k4#i��k�k#�k+k#�K#�k#�k#�F�k�k�1i��I###�k#i��k�k#�F�k+kA��k
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 SHALL BE MADE TWENTY-FOUR HOUR�`IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OF OWNER OR CONTRACTOR 1�OR HIMSELF AND OWNER
*************************++***********+*****************************+******************++***
TOWN OF VAIL, COLORADO Statement
***********************************++*******+*************+******+*************+****�*******
Statement Number: R070001663 Amount: $397.45 08/24/200711:14 AM
Payment Method: Check Init: LT
Notation: Marmot Electric /
ck # 10270
-----------------------------------------------------------------------------
Permit No: E07-0195 , Type: ELECTRICAL PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $397.45
This Payment: $397.45 Total ALL Pmts: $397.45
Balance: $0.00
*********************************�**********+******************+****************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 394.45
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-----------------------------------------------------------------------------
v
.
� L�s_
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG ��_ � ��
Pro�ect #.
Building Permit #: —�-�s
. Electrical Permit #: /�u �7 •d �
- i �% � �i 970-479-2149 (Inspections)
� �.
�ow�o���=.
75 S. Frontage Rd.
Vail, Colorado 81657
� , ��
3��
�--� - l .s-
TOWN OF VAIL ELECTRICAL PERMIT APPLICATION
Electrical Contractor:
�!� �fl�C>�� � ( F� % L ��—�l Gc
E-Mail Address:
Contractor Signature: � /
CONTRACTOR INFORMAIION
Town of Vail Reg. No.:
� � ��
Contact Person and Phone #' : "'�
� ��2c%so�r9� .�
Fax#:
COMPLETE S�: FOOTAGE FOR AREA OF_ WORK AND VALUATION OF WORK (Labor & Materials)
AMOUNT OF SQ Fi� IN
at
� � Parcel #
lob Name: , /�y���„�
t/
Legal Description Lot: B�ock:
Owners Name: Address:
Engineer: Address:
Detailed description of work:
C L. f �L� I�� 'r
�� �
i p� � ELECTRICAL VALUATION: $
i70-3Z8-8640 or visit www, eaAle-a
Job Address:
�
F���ny; Subdivision: J
Phone:
Phone:
VL �-� v�` � �
for
;q� f �2cfi
�
Work Class• New � Addition () Remodel () Repair () Temp Power (J(� Other ()
Work Type: Interior () F�cterior () Both (� Does an EHU exist at this locat�on: Yes () No ()
Type of Bldg.: Singie-family ( ) Duplex ( ) Mutti-famity ( ) Commercial ( ) Re�aurant ( ) Other ( )
No. of F�cisting Dwelling Units in this building: No. of Accommodation Units in this building:
Is this rmit for a hot tub: Yes No
Dces a Fire Alarm Exist: Yes ) No () Does a Fire Sprinkler System Exist: Yes () No �}(')
` "` �, t
L � �
******�*��****,�***�**,�****,�,�****,�****�*
FOR OFFICE USE ONLY************'�*********'�*******'��**'�**
f�C�C��M[�
c�,e� �� r� r���:
°� �� � B AUG 21 200T
Planner Sign-off:
F:\odev\�MS�Pertnits\���di�91�����t 11-23-2005.DOC Page 1 of 2 � TOWN OF�
03l24I2608 14:59 9705246991 LEMONAID MARMOT PAGE 01104
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Mt�r�o .
�` Ele�c�r �
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9i0, 524.099U F 970.52q,Oqq 1
���
�o� Stan From: ,lohn
Fax: F�:
Phone; Phone:
Date; 3/24/2008
SubJect; E07 0195
Comments;
03/2412008 14:59 9705240991
NCI� �Ir�
V�ilr��1 Gl�r��n�c�od L.7
_ Spr.onr.la�y Volrage �_
LEMONAID MARMOT
oFr-��� use carv�Y
Trans C_o �/�
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PAGE 62I04
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03124I2968 14:59
9705246991
LEMONAID MARMOT
�` �o�k e�oss ��1�RGv
Rr-_sIDFNTI,�f_ ,�O/�►D INFaRIUTAT�On� aiVD MCT�R �OCATION FOR,IUI
(confiinu�d)
PAGE 03I04
on �h� ��aace p�nvided belouv p��:ase slcetcl� �he struMure Spr,P includi�n� roads, drive►nrays, sideMrallcs,
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� (Pho�ie;) ._..__.--�-____ ,_ (Ti�le) � `
TOWN OF VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT
Job Address: 791 POTATO PATCH DR VAIL
Location.....: 791 POTATO PATCH DR
Parcel No...: 210106301024
Proj ect No : -��;p� - � 2 2 5
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
APPLICANT CASTLE FIRE SPRINKLERS INC.
PO BOX 3878
AVON
COLORADO 81620
License: 735-5
CONTRACTOR CASTLE FIRE SPRINKLERS INC.
PO BOX 3878
AVON
COLORADO 81620
License: 735-S
02/05/2008
Permit #
Status . . . :
Applied . . :
Issued . . :
Expires . ..
F08-0005
�j � - vo��
ISSUED
02/OS/2008
03/24/2008
02/05/2008 Phone: (970) 688-0789
02/05/2008 Phone: (970) 688-0789
Desciption: INATALLATION OF A FIRE SPRINKLER SYSTEM THROUGHOUTHOME
Valuation: $30,000.00
**�sr�+��*r********++*��*****++**►**++*****►+►�+r**�***�*�*s*�*s+*r� FEE S UMMARY ****�r*+***s****�+*****�*�*+►***+�:*�+***+********+r**�+�**�►
Mechanical---> $0. 00 Restuarant Plan Review--> $0 . 00 Total Calculated Fees---> $1, 625. 00
Plan Check---> $ 3 5 0. o o DRB Fee---------------------> $ 0. 0 0 Additional Fees-----------> $ 0. 0 0
Investigation-> $ o. o o TOTAL FEES--------------> $1, 62 5. o o Total Permit Fee----------> $1, 62 5. o 0
W il I Call-----> $ o. o o Payments-------------------> $1, 6 2 5. o 0
BALANCE DUE---------> S o. o 0
�*��r�**���***s�+��**�**►sas�+*�«*�x���**�**�****�***r*s*�+r�t�r*��*�********►**+**+***+*r*r�*�*+�**�*�s**�*�sr**►*�*��*��***sr�r****r***�*r*��rr
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
03/20/2008 DRhoades Action: AP Approved as noted on plans.
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*****��*�**++�.*.*�,*.*�*+*.*.�*�**.,�,****:r�.*.�.��*�+�.*....*.**.*.*►�,****�....*+*.***.**��.*�.*.*«.*.**.��*.��*:*+�+**+#**+*«��*�,:*....*�*���
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 SEVENTY-TWO HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252
FROM 8:00 AM - 5 PM.
SIGNATUR�F OWNER OR CONTRACTOA'FOR HIMSELF AND OWNER
************************+*+**++++********+***************+++*+*********+********************
TOWN OF VAIL, COLORADO Statement
**********++*****++*********+***************�********************************************+**
Statement Number: R080000314 Amount: $1,625.00 03/24/200810:24 AM
Payment Method: Check Init: DDG
Notation: Castle Fire
Sprinklers 1082
Permit No: F08-0005 Type: SPRINKLER PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $1,625.00
This Payment: $1,625.00 Total ALL Pmts: $1,625.00
salance: $0.00
************************************+******+***********+*+**********************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 SPRINKLER PERMIT FEES 1,275.00
PF 00100003112300 PLAN CHECK FEES 350.00
_ _
APPLIGATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI �.���� ��
� Ie� #'� '
� � Building Permit #.� (� � b0
+ � - -
, Sprml�ler Perm�t-#:
�
�WNOF`YAIL � < TQWN OF VAIL FIRE SPRiNKLER PERMIT APP�,ICATION
Fire Sprinkler shop draarings are required at �ime of permit subrx�ittal and
75 S. Fr.ontage Rd. must inc�ude the following. Permit application will not be accepted
Vaii, Colorado 81657 without this inforn�ation;
• A Colarado Registered Engineer's stamp or N.I.C,E.T. Level III (min)
stamp.
�/ • Equipment cut she+ets of materials. ;�
S • Hytlraulic calculations.
�r(�Z • A State of Colorado Plan Registration form.
` • Pians must be submitted by a Registered Fire Pwotection Contractor.
CONTRACTOR INFOI2M�TION
Fire Sp�i� kler Contractor� � Town of Vail Regf No.: Cantact and hone #'s•
C� �t 5 -� °T '�r-e � ..� �c 't✓ � , � J S � 0 !O � V ( �
E�Mail Addressd �4S �c � r e s` � w �.j� .�
Contractor Signature:
�
COMPLETE YALUATIONS �OR ALARNf ERMIT (Labor 8c Materials)
t Fire Sprinkler: $ (� (� �
��
C�ntact Ea /e Coun Asses�ors O�ce at 970 328-8640 or visit, www. ea Jecoun , u.� for P�r�iel.;�#
- � Parcel #' �
�
Jo6 Name: r � Jab Addre�: t���� � �
��
Legal Description ` Lot: Block: Filing: Subdivision:
Owners Name: �' � Address: . l o,� o.,.�`r. a;, Phon %� `��� `" ���C�
�ngineer: Address: Phone:
. �s�, �,tis� 70 �.1� -��60
Detailed Location o�,work: (i.e. floor Wnit # bidg. )
, � G�d'o-s.c I�b-K� �tr�+�l �
Detailed description of work: ' ` � \ �
_
. �i ✓' �P � � G✓ ( K ��c l �c.V�lb.'�%
Work Class. New (�( Addition ( ) emodel; ( ) Repair ( ) Retro-fit ( ) �ther ( ) ;
Type of Bldg.: 5ingle-family ( pij Two-family {) Multi-family O Commercial (. ) Restaurant O Oiher O
Na of Existing Dwelling Units in this 6uilding: No. of Accammadation Units in this building:
Does a Fire Alarm F�cist:' Yes'( ) No : Does"a Fire 5prinkler System Exist: Yes (_,� No (
�,r„r..�..,, `; �`. � R�,' t,. ,�. ? f �ad�'�_i� "� ,�.
�����,�*� �����*����� � �*��FOR`'� � ~ � �NLY�������*,��������,�,��*������*���,�,���
D P�ravr �,� �� ��k�� : ;,
A�prc� s Not�d f�
F�� � � 1�0� "
��� ....
� � -4-i i',�,�. .(�"� A r��- i a 1 � ii�C.f� �T�� � � � ��� / � � . � .
! y�F�. �
T�W�I oF VA�I. ���e: F��.-� 1-f�S�. .. _
F:\cdev\FOR prm er_.perm_10-19-06.DOC 10/19/2006 -
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
Job Address:
Location.....:
Parcel No...:
Legal Description:
Project No :
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT
791 POTATO PATCH DR VAIL
791 POTATO PATCH DR
210106301024
�"�Z��G—bh�.�
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
CONTRACTOR HOME & HEARTH OUTFITTERS
730 S. JASON ST. #28
DENVER
COLORADO 80223
License: 368-M
APPLICANT MICHAEL SUMAN ARCHITECT,
PO BOX 7760
AVON
CO 81620
License: C000001764
03/26/2008
Permit #:
Status . . . :
Applied . . :
Issued . . .
Expires . .:
M08-0061
"��:�o � — �°��"
ISSUED
03/26/2008
04/14/2008
10/11 /2008
03/26/2008 Phone: (303) 327-4654
LLC 03/26/2008 Phone: 970-471-6122
Desciption: INSTALLATION OF TWO TOWN AND COi1NTRY DV FIREPLACES AND 1
MASONRY UNIT WITH GAS LOGS
Valuation: $18,538.01
Fueplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet 0
*��*r+r+�*�+**+�*�****+*�x***�*�**�****�r*�*�*t********r**�:�***►***x FEE S UMMARY t*t�*tr***�**********r�***�*►**�*t***�*+*+**+*��***t**+r*�*■
Mechanical---> $ 3 e o. o o Restuarant Plan Review--> $ o. o o Total Calculated Fees---> $ 4 7 9. 0 0
Plan Check---> $ 95 . 0 0 TOTAL FEES--------------> $ 4 7 9. 0 0 Additional Fees-----------> $ o. o 0
Investigation-> $ o. 0 0 Total Permit Fee----------> $ 4 � 9. o 0
W ill Call-----> $ 4. o o Payments-------------------> $ 4� 9. o 0
BALANCE DUE---------> $ o. o 0
*►*�+r�r**���**�+e+*a*�*•*r*«*�r*r**r�rr■r********s+**�*a*t*+*t*+:**s*r***s**�*��.*�*+*��r**■**►*r�+s��s««*:r*«*****s***■s*.++*�►�**.rr�rs****+*+■
Item: 05100 BUILDING DEPARTMENT
03/28/2008 cgunion Action: AP
Item: 05600 FIRE DEPARTMENT
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.
.+*�**��*�*:�+�:*+�+.��.�....*.�..+*�.�:�*****,***.*,*.*.*.*.*��*...*..*.*.�*...*.++�.�..�++****+.*:*�+�+*:+*�**��*�*,+++#.*:+*.+��*►+�+*+..+*+*.
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 s ' ision c es, design review
approved, International Building and Residential Codes and other ordi�nces of the Tow, �cable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADJ�A�CE BY TELEPHON�jATj4Jg-21/�/9 OR AT OUR OFFIfCE FROM 8:00 AM - 4 PM.
OWNL�'R`P1R CONTRACTOR FOR HIIGTS�LF AND OWNER
******************************************************�++***********************************
TOWN OF VAIL, COLORADO Statement
**+*******************************************************************+********+************
Statement Number: R080000439 Amount: $479.00 04/14/200811:01 AM
Payment Method: Check Init: DDG
Notation: Home & Hearth
Outfitters 057806
-----------------------------------------------------------------------------
Permit No: M08-0061 Type: MECHANICAL PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
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
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE O� �O�S
TOV Project #: �
Building Permit #:
r �� Mechanical Permit #: -
��� �� ��i � 970-479-2149 (Inspections)
75 S. Frontage Rd.
� j
D '
n � a ;._ ;��
TOWN OF VAIL MECHANICAL PERMIT APPLICATION
Permit will not be accepted without the following:
� ovide Mechanical Room Layout drawn to scale to include:
Mechanical Room Dimensions
Combustion Air Duct Size and Location ';�"�,��� �� �a��
TC)WN QF VAIL
Flue, Vent and Gas Line S�ze and Location �� �:�G �� ,�
� w� , � -. R� „� � `� i -..
Heat Loss Calcs. � a�� �� �� � � � � a � � �
❑ Equipment Cut/Spec Sheets �' � - ��' � ,,
CONTRACTOR INFORMATION
COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials
MECHANICAL: $ �� , � ��. (' �
Contact Eag/e County Assessors Office at
Parcel # Z �� j� 4,�� c7 ���,y
or visit
Job Name���.�,� ��,�� r�,� ���,� � II Job Address:
for Parce/ #
U
Legal Description I Lot:��( �lock: � II Filing: II Subdivision:
a C Address: Q � (�� � Phone:� v�
Engineer: Address: Phone:
Detailed description of work: y�� �- G1 j � a� b�l �---r� (,��1 °I� U/lJ`�- �� V
�'�e Io I�C� �I' l i'v� ��,'�n ►'u n�`��- w/ C' � l6 ���
Work Class: New� Addition () Alteration () Repair () Other ()
Boiler Location: Interior () Exterior () Other () Does an EHU exist at this location: Yes () No ()
Type of Bldg: Single-family� Duplex () Multi-family () Commercial () Restaurant () Other ()
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/Type of Fireplaces Existinq: Gas Appliances () Gas LoAs () Wood/Pellet () Wood Burning ()
No/Type of Fireplaces Proposed: Gas Appliances (� Gas Logs ( �) Wood/Pellet () Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes () No ()
************************Ff1R AFFT['F I ISF ANI Y*****************************
F:\cdev\FORMS\Permits\Building\mechanical_permit_l 1-23-2005.DOC 11/23/2005
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
Job Address:
Location.....:
Parcel No...:
Legal Description:
Project No :
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT
791 POTATO PATCH DR VAIL
791 POTATO PATCH DR
210106301024
' � t� � Q(�: . (� ';C � S
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
APPLICANT SKYLINE MECHANICAL
P.O. BOX 1258
GYPSUM
CO 81637
License: 121-M
CONTRACTOR SKYLINE MECHANICAL
P.O. BOX 1258
GYPSUM
CO 81637
License: 121-M
04/09/2008
Permit #
Status . . . :
Applied . . :
Issued . . .
Expires . .:
M08-0065
3� � . �b�,��.
ISSUED
04/09/2008
04/11 /2008
10/08/2008
04/09/2008 Phone: 970-524-6809
04/09/2008 Phone: 970-524-6809
Desciption: GENERAL VENTING,AC, HUMIDIFICATION
Valuation: $28,000.00
Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood PeIIeC 0
r*r+***+*►*►**+**********�******�****r+**********a*********�r*«**►*♦ FEE S UMMARY ****+�a**�******►*�***t*r*+r*****s*�*r********►**�+**�*��+��
Mechanical---> $ 56 0. o o Restuarant Plan Review--> $ o. o o Total Calculated Fees---> $ 7 04 . 0 0
Plan Check---> $14 0. o o TOTAL FEES--------------> $ � 04 . 0 o Additional Fees-----------> $ o. o 0
Investigation-> S o. o o Total Permit Fee----------> $ � o a. o 0
W ill Call-----> $ 4. o o Payments-------------------> $ 7 0 4. o 0
BALANCE DUE---------> $ o. o 0
+s�****�«.*+s*��r�«�v***r******sr*�+�xr*r*�rrrr�r**�**�****r*r******r�*�*►+****+�+**�r***r******r*r****�*+*�**r��*►��*****+*s�►s*��+s*�*r+**+r+�s
Item: 05100 BUILDING DEPARTMENT
04/09/2008 JRM Action: AP
Item: 05600 FIRE DEPARTMENT
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.
��..��.*�.****�.**+�.*+.*.*...�.....�+...*.*.*.*..�,.��*�*�+*.*.*.**��*.*+.*�*.�.**..,*,..�..*.*�,*,*.*.+..�.*.�.**�*►**.*.:....�*�**......+***++
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 st�ucture 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 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
; ' j'' ,
�` %� ._.. =��../ _, -
.�.�'�'.�'.� . ,>.__..
_. �
''- . °• -,...__ __.�._-
E OF
SI
OR
FOR HIMSELF AND OWNER
*****************************************+*+********+****�**********************************
TOWN OF VAIL, COLORADO Statement
****************************************+***************************************************
Statement Number: R080000425 Amount: $704.00 04/11/200808:35 AM
Payment Method: Check Init: DDG
Notation: Skyline
Mechanical 12524
-----------------------------------------------------------------------------
Permit No: M08-0065 Type: MECHANICAL PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $704.00
This Payment: $704.00 Total ALL Pmts: $704.00
salance: $0.00
***************************************************************************�**+�************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 560.00
PF 00100003112300 PLAN CHECK FEES 140.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
Rpr 03 2008 3:42PM Skyline Mechanical INC. 970-524-6810 p.l
�?�2��-j � - �� z_"zs�
APPI.ICATiON '�IIfILL 1VOT B� ACCEi�TE� IF INCOMPLEtE OR UNSIGNED
Project #. �
i Building Perrr�it #: o� o0 5 R
� Medtanical Permit #: �
I a ♦ � 970� 479-21' �(� nspecdons)
i TD�PIV OF Y�9IL °►?A �179 � �e.�
-rr,..,�■ nc.�w�� �uc�WeNT�ei DFRM�[T ePPLiCAT�OIV
�5 5. Frontage Rd.
Yail, Colarado 81687
Parcel # (Res
Job Name: �
�
Legal Description
Owners Name:
Enqineer:
if no
�!A
Lot:
Permit wili not be accepted without the following:
Provide Mechanical Ruom Layout drawn to scale to include: ��
n Mechanical Room Dimensions
c Combustian Air Duct Size and I.ocatio� �a� �- '
❑ Flue, Vent and Gas Line 5'+ze'and location �
r� Heat Loss Calcs. ,
c� �quipment Cut/Spec Sheets
�'A ?C -� `17�i �( S�
�, permit # is provided at�ove)
]ob Address:
Block: Filing:
-- - {�Address:
� �
work: G. eiV�lL A L (/'e.
79� a�t,
Subdivision:
Phone:
Phone:
am f�vr Par�ce/ #
o Q.g7��I ,
�R��-u � A c �[ f /u M � ��Fl��7'�°.�
Work Class: �� New (� Additlon ( ) Alteration ( ) Repair ( ) Other ( )
Boi{er Laation: Interior () Exterior () Other () Does an EHU exist at this location: Yes () No ().
Type of 91dg: Single-family�) Dup�ex () Multi-famiy () Commercia) () Restaurant () Other ()
I�o. of Existing Owelling Units in this building: No. of Accommodation Units in this buitding:
NolT �pe of �ireplaces Existing� Gas Appliances (? Gas Loas O Wood/Pellet O Wood eurnmg t) ,�
No/Type of Firepiaoes Proposed: Gas Appliances () Gas �ogs () wood/Pellet () Wood Burning (NOT ALL�WED)
Is this a wn�ersion from a wood burning fireplace to an EPA Phase II de�ice? Yes O No O
COM°LEi'E YALUATri�N F�R MECHANiCAL PERMIT (Labor & Materials)
MECHANICAL: $ � 8, Q
CONTRACTOR INPORMATION
**�**********x�*�********FOR OFFICE U
— ' _ _ _ _ . _ ." _.' _.' _._ � _ �r .�. .�..a..a..a..�. W W W W W Hf Nt �I! y[ 9►' �' � `� `� � �
F:1 ev eryone/forrns/ mechpenn
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
Job Address:
Location.....:
Parcel No...:
Legal Description:
Project No :
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT
791 POTATO PATCH DR VAIL
791 POTATO PATCH DR
210106301024
�' i�"t�:s 6� � 02,2s�
OVJNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820 •
APPLICANT R & R HEATING
PO BOX 1154
GYPSUM
CO 81637
License: 216-M
CONTRACTOR R & R HEATING
PO BOX 1154
GYPSUM
CO 81637
License: 216-M
os/o2/200�
Permit #
Status . . . :
Applied . . :
Issued . . .
Expires . .:
M07-0154
��'� - Oc3��"
ISSUED
08/02/2007
08/07/2007
02/03/2008
08/02/2007 Phone: 970-524-1210
08/02/2007 Phone: 970-524-1210
Desciption: INSTALLATION OF RADIANT HEAT SYSTEM AND BOILER-COMBUSTION
AIR BY OTHERS
Valuation: $61,000.00
Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0
•r�***********�*r****+�*�**►**�****t***�**+*r***********x*a*►�*t*t** FEE SUMMARY ***********�*******s**t**r**********+**►�*►*�►******+►**s+**
Mechanical---> $1, 2 2 0. o o Reswarant Plan Review--> $ o. o o Total Calculated Fees---> $1, 5 z s. 0 0
Plan Check---> $ 3 o s. 0 0 TOTAL FEES--------------> $1, 5 2 8. o o Additional Fees-----------> $ o. o 0
Investigation-> $ o. 0 o Total Permit Fee----------> $1, 52 8. o 0
W ill Call-----> $ 3. o o Payments-------------------> $1, 5 2 8. o 0
BALANCE DUE---------> $ 0. 0 0
*��***tt***:****.***:*s+:+.**+*+�*�****�*�****�+*s*s*s�sr*+x�*t****t***t*►*****s*+***t******:***s**..rs+s..*.*����r*►*►***t+*aa.*.ss..+«.#+�►*���
Item: 05100 BUILDING DEPARTMENT
08/02/2007 cgunion Action: AP
Item: 05600 FIRE DEPARTMENT
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.
+..*s***«****:.�:.+.�*.****.*,..:*:*.*�**.**..:.**.*.*.+.***r��.*..**.**:.�s*►�***..**:*�*�*s►*.***.x�..**.*..�**�.***+*.*..**�:**,*.***..*.�*.*+
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the 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 ADV�C(j{e`E BY TELEPHONE A.T 479-�19 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
SIGNATURE OF OWNER OR CONTRACTOR FORTi�IMSELF AND OWNER
*++++***+************+*******************++++*+**+**++++++++++++**************************+*
TOWN OF VAIL, COLORADO Statement
*********+**********+**+*+*************************************************************+****
Statement Number: R070001450 Amount: $1,528.00 08/07/200709:27 AM
Payment Method: Check Init: DDG
Notation: R & R Heating
9519
Permit No:
Parcel No:
Site Address:
Location:
M07-0154
2101-063-0102-4
791 POTATO PATCH
791 POTATO PATCH
Type: MECHANICAL PERMIT
DR VAIL
DR
Total Fees: $1,528.00
This Payment: $1,528.00 Total ALL Pmts: $1,528.00
Balance: $0.00
**************************+***************+*********************************************�***
ACCOUNT ITEM LIST:
Account Code
--------------------
MP 00100003111100
PF 00100003112300
WC 00100003112800
Description
------------------------------
MECHANICAL PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
Current Pmts
1,220.00
305.00
3.00
Feb�01-OT 03:SBpm From-TOWN OF VAIL CONNNlIiITr OEVELOPNEflT e1U418140� ��aaa r.uu�iuuq r-va�
APPISGTtON 1eRU. NOT BE AOCEPI'ED ip �NGOMPt.6TE OR UNSl6N��V��`� Z�
. TOV Prvje�t #:
Building Pe�rpit �: 5
,� n/� ��, 1 S� MotMankal Pennit #: �� "/
tMa
� ��i � � � � 9�0-4�9�2i49 (In� )
�s s. F�o� �a.
vail, Cvlo�� e16B7
� � i
rs�
Perm�t r�ii71 rrot be aaoe�d wttl�out the folla�wing:
Prov�ee Med�anicaf Room I.arvat drawn tv �caie to indue�:
a Med1a�ICa1 Rpom Di�ewions •
a Combustion Air Du�t � and Loc�tivtt
o Eiue� Yent and 6�s Une S�oe end L�oradon
o �e � c�ks
o EquiPn�t �utl�pe�c 5h�
�
MECti�WI�At.: � � 1 c�nr� - �o
F: atiedta�' 1- Z(p�,
�
'
« '�t�`s�"�t'I� �
-r
�"'�' U6 - 2 Z007
TOWN OF V� AIL
HEAT LOSS / HEAT GP.IN SUh►MARY
JOB NA[�IE: Hathaway Residence
JOB NUA9BER: 7010.C�0
DATE: 2112l07
CALCS 6Y: cwc
(USER SHALL INPUT YE
SITE ELEVA710N =
TRANSFER FACTOR =
COOLlN3 AIRFI.OW AT =
VJINDOV►� VALUES (U, S.0
LIGHTING LOAD (W/S.F.)
815a
4.79
20
0.35, 0.5
1 all.3 kitchen
R�DER�
ENGINEER!!�G • �OMFORi SYSTENiSM
ROO�►4 FLOOR AREA COCLIIdG HEHTIMG
� 'SF SENS LATENT TOTAL BTU/SF CFM CFF/IISF BTUlH BTU/SF GPM
1U4-Bed 2B0 0 0 0 0.0 3878 14 0,4
tiD7-Famil lGarne 89S 0 D 0 0.0 Si650 74 S2
109-Wi na 87 U 0 0 0.0 572 7 0.9
1'12-Bed 324 0 0 0 0.0 4375 i4 0.5
913-Bed 288 0 0 0 0.0 3819 13 0.4
117-B atb 163 U 0 0 0.0 1617 �f 0 0.2
919-Bed 298 0 D 0 0.0 7a33 24 0.7
�01-Gara e 749 0 0 0 D.0 14DB0 19 1.5
�03-MuclLaund, 36] 3058 52� 3586 10 192 0.5 3888 11 0.4
^e09-Kftci�eNBreakfast 430 90415 1052 i 1467 27 655 1.5 9578 22 1.0
210�Ltvin IDinin /Ent 1974 27765 5454 �3219 26 1747 1.5 336fi6 29 3.6
21B-Master8ath 287 3725 44) 4165 15 234 D.8 5439 19 0.6
224-MaFter BedICloset 481 10537 S1 r7 117'f4 24 663 1.4 i 1847 25 9.3
�04-Kid Bath i00 908 131 t039 40 57 D.B 1317 13 O.t
305-Kid Sui[e A95 721 B i 149 6367 17 454 0,9 7782 9 6 0.8
309-Hal(rPutUPawder 362 3584 534 4098 14 224 a.G 4'74 13 0.5
312�tud 34i � 6'[20 603 6726 20 385 1.i 7 �25 21 U.B
Stair 375 5488 503 5971 96 394 0.9 7190 19 O.B
TOTALS /AVG'S. 7402 76778 9i574 89389 19 4694 0.6 138fi30 i9 94.0
7.0 TONS
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE
DEPARTMENT OF COMMUNITY DEVELOPMENT
THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT
Job Address: 791 POTATO PATCH DR VAIL
Location.....: 791 POTATO PATCH DR
Parcel No...: 210106301024
Legal Description: -�y� � O 2zS
Project No :
OWNER HATHAWAY, JOHN C.
400 MANSFIELD AVE
DARIEN
CT 06820
APPLICANT R & R HEATING
P O BOX 1154
GYPSUM
CO 81637
License: 146-P
CONTRACTOR R & R HEATING
P O BOX 1154
GYPSUM
CO 81637
License: 146-P
08/02/2007
Permit #: P07-0114
"�� -i -ov ��
Status . . . : ISSUED
Applied . . : 08/02/2007
Issued . . . 08/07/2007
Expires . .: 02/03/2008
08/02/2007 Phone: 970-524-1210
08/02/2007 Phone: 970-524-1210
Desciption: INSTALLATION OF WATER PIPING, GAS PIPING, CAST IRON WASTE
AND VENT SYSTEM
Valuation: $48,000.00
Fireplace Information: Restricted: ?? # of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet: ??
�****�*�*******s�*s**�****s�*+*�*�*********sr***�******s*�:******�**** FEE S UMMARY *********��***************r**+*+****�*�*r***�**►�***�*M*+�**
Plumbing---> $ � 2 0. o o Restuarant Plan Review--> $ o. o o Total Calculated Fees---> $ 903 . 0 0
Plan Check---> $18 0. o o TOTAL FEES--------------> $ 90 3. o o Additional Fees----------->
$o.00
Investigation-> $ 0. o o Total Permit Fee----------> $ 9 0 3. 0 0
Will Call-----> $3 . 00
Payments-------------------> $903 . o0
BALANCE DUE---------> $ o. 0 0
.*►**+**r*�+�s*+*+*.**►**.*+..■*��*a*+*+�.*�s*+s.*.**«*►********.**s******:*�*�**.*s*�+*«■***«x..*****«*s.s.**+****+***■++«:v*►**+►s..**»•+****.*
Item: 05100 BUILDING DEPARTMENT
08/02/2007 cgunion Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*�**..�:**��*..*.*.*****.*+,.*.�.++:.*.***..�...*�***.*�*+.,:*�����*��»».�.�*.�+*.����:*****s*�.�**�*�.��**s*....s*.�*.�,:s.::****.*:******�.**,:**.
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 1NSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE �LEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
SIGNAi`URE OF OWNER OR CONTRACTO—R�'OR HIMSELF AND OWNER
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
+*******************************************************************************************
Statement Number: R070001451 Amount: $903.00 08/07/200709:28 AM
Payment Method: Check Init: DDG
Notation: R & R Heating
9519
-----------------------------------------------------------------------------
Permit No: P07-0114 Type: PLUMBING PERMIT
Parcel No: 2101-063-0102-4
Site Address: 791 POTATO PATCH DR VAIL
Location: 791 POTATO PATCH DR
Total Fees: $903.00
This Payment: $903.00 Total ALL Pmts: $903.00
Balance: $0.00
***************+**************************�********************+****************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 180.00
PP 00100003111100 PLUMBING PERMIT FEES 720.00
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-----------------------------------------------------------------------------
Feb-Ot-OZ �3;58vm From-TO�N OF VA1L CO(VI�ITY UEVECOPUEIVT 970dT9Z45Z I•dea r,uuiiuus r-or�
AP�1.iCATION 1AI�LL NOT BE ACCEYTED IF xNCOMPLE�E OR UI�Ila�6 (� G_ �� �
. Pro� #• ��.J
, _y Bu�ding .Perrnit #- —
��� a , � �� - � � � (� • Plum�ing Psrmit �: [i
I 970-479-2149 T
75 S. Fronta�e Rd.
Vall, Colorado 818�7
1! • ' - y - _ ;_.� _�_ � �
�
COMPLETE Y1kLUATION FOR PLUM6�NG PERIMxT (l�bo� & Ma�rials)
PLUM9I�IG: $
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12-17-2008
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A/P/D Information
Inspection
Requested Inspect Date:
Inspection Area:
Site Address:
Activity: 607-0058 Type: B-BLD
Const Type: 101 Occupancy:
Owner: HATHAWAY, JOHN C.
Contractor: BECK BUILDING COMPANY
���
uest Ri
�
CG �day, December 18, 2008
791 POTATO PATCH DR VAIL
791 POTATO PATCH DR
Sub Type: NSFR
Use: V-B
Phone: 970-949-1800
Page 3
Status: ISSUED
Insp Area: CG
Architect: MICHAEL SUMAN ARCHITECT, LLC Phone: 970-471-6122
Description: CONSTRUCTION OF A NEW SFR
Requested Inspection(s)
Item 530 BLDG-Temp C/O Requested Time: 09:00 AM
Requesto BECK BUILDING COMP Phone: 904-1300 -or- 970-949-
4335
Comments: will call Chuck 904 -1300, Fire is scheduled for 17 h so should be done
Assigned To: JMON,DF�AGON � Entered By: DGOLDEN K
Action: � Time Exp: �
�..
�%��l �i��� i9�J �i%�,��—` �
. _ ���
��"��i�� �����i�'1 /�'���-�= � � .�
�����������io�,��/6�/'�ir�r �3'��� ������ .�'� � ,
�.i�- �����/
��� W
s i�/��/'� ��1�/� %����',d��,�l�� ��f%� �° dL//y�
Inspection Historv ����'F���� ���-- � ����%��
Item: 10 BLDG-FOOTING "" Approved " ���' [���+j-?�%�
06/21/07 Inspe�ctor: shahn Actio . O NOTIFIED
Comment: CANCELLED BY CONTRACTOR �}-/ ���,`�/r� �L��
06/26/07 Inspector: JRM Action: PA PARTIAL APPROVAL' �� i�'�.�
Comment: PARTIAL FOOTERS , LOWER LEVEL ONLY, SOILS REPORT REC'D AND PLACED IN FILE
08/27/07 Inspector: JRM Action: PA PARTIAL APPROVAL '�-- ,�
Comment: APPROVED LOWER LEVEL INTERIOR FOOTERS ADDED TO MONOLITCH POUR PER +, ��--!�J'
ENGINEER STAMPED DETAIL LETTER AND DRAWING '
09/21/07 Ins ector: GCD Action: PA PARTIAL APPROVAL
Comment: GA�AGE AND CRAWLSPACE FQOTINGS
10/08/07 Ins ector: GCD Action: PA PARTIAL APPROVAL
Comment: 2 �NTRY FOOTINGS
10/19/07 Inspector: shahn Action: PA PARTIAL APPROVAL
Comment: rebar and ww in upper garage planter ok.
11/02/07 Inspector: JRM Action: PA PARTIAL APPROVAL
Comment: APPROVED FOOTERS FOR VAULT, 3 RETAINING WALL FOOTERS
11/08/07 Inspector: dplace Action: AP APPROVED
Comment: site wall -south of house- 1' to 2' of top soil was removed and compaced fill was installed to
footing grade.
spa walrs AS2.03 approved to pour.
11/14/07 Inspector: dplace Action: AP APPROVED
Comment: site walls and footings approved for north and south walls.
11/21/07 Inspector: S. Gremmer Action: AP APPROVED
Comment: retaining walls on north and east side of property, had stamp ed drawing for these two walls
02/28/08 Inspector: SHAHN Action: AP APPROVED
Comment: EAST SIDE V SHAPE FOOTER REBAR APPROVED. MAINTAIL 3 INCH CLEARANCE TO
EARTH.
06/23/08 Inspe�ctor: JRM Action: PA PARTIAL APPROVAL
Comment: SOUTH RETAINING OUTSIDE OF VAULT
07/31/08 Inspector; JGG Action: PA PARTIAL APPROVAL
Comment: Spa steel OK, ready for cement.
08/15/08 Inspector: JRM Action: AP APPROVED
Comment: SPA REBAR APPROVED/ BONDING APPROVED
Item: 20 BLDG-Foundation/Steel "*Approved'"`
REPT131 Run Id: 8852
�
06-10-2009
Inspection Request
Vail_ C[� _ f_ifi
rting
Page 3
/J/ / ,r ,s
Requested Inspect Date: Thursday, June 11, 2009
Inspection Area: CG C' n"`--/V
Site Address: 791 POTATO PATCH DR VAIL
791 POTATO PATCH DR G�s..,_
A/P/D Information
Activity: 607-0058 Type: B-BLD
Const Type: 101 Occupancy:
Owner: HATHAWAY, JOHN C.
Contractor: BECK BUILDING COMPANY
Architect: MICHAEL SUMAN ARCHITECT, LLC
Description: CONSTRUCTION OF A NEW SFR
Re4uested Inspectionls)
Item: 537 PLAN-FINAL C/O
Requestor: BECK BUILDING COMPANY
Comments: 904-1300
Assigned To: BGIBSON
Action: Time Exp:
Item: 539 PW-FINAL C/O
Requestor: BECK BUILDING COMPANY
Comments: 904-1300
Assigned To: JMONDRAGON
Action: ��
n: 54 LDG-Final C/O
>r: CK BUILDING COMPANY
: 904-1300 /
o: JMONDRAGON
� Time Exp:
��r� �
l�
G
Inspection Historv
Item: 10 BLDG-FOOTING '* Appro
06/21/07 Inspe�ctor:
Comment: CANCELLE[
06/26/07 Ins ector:
Comment: PA�TIAL FC
08/27/07 Ins ector:
Comment: AP�ROVED
ENGINEER ;
09/21/07 Inspector:
Comment: GARAGE A�
10/08/07 Ins ector: �
Comment: 2 �NTRY FC
10/19/07 Inspector: ;
Comment: rebar and wv
11/02/07 Inspector: ,
Comment: APPROVED
REPT131
Sub Type: NSFR
Use: V-B
Phone: 970-949-1800
Phone: 970-471-6122
Status: ISSUED
Insp Area: CG
Requested Time: 08:00 AM
Phone: 970-949-1800 -or- 970-949-
4335
Entered By: JMONDRAGON K
Requested Time: 08:00 AM
Phone: 970-949-1800 -or- 970-949-
4335
Entered By: JMONDRAGON K
Requested Time: 08:15 AM
Phone: 970-949-1800 -or- 970-949-
4335
Entered By: JMONDRAGON K
hn Action: NO NOTIFIED
(CONTRACTOR
� Action: PA PARTIAL APPROVAL
ERS , LOWER LEVEL ONLY SOILS REPORT REC'D AND PLACED IN FILE
� Action: PA PARTIAL APPROVAL
WER LEVEL INTERIOR FOOTERS ADDED TO MONOLITCH POUR PER
,MPED DETAIL LETTER AND DRAWING
� Action: PA PARTIAL APPROVAL
RAWLSPACE FOOTINGS
� Action: PA PARTIAL APPROVAL
INGS
�n Action: PA PARTIAL APPROVAL
upper garage planter ok.
1 Action: PA PARTIAL APPROVAL
�TERS FOR VAULT, 3 RETAINING WALL FOOTERS
Run Id: 9864