HomeMy WebLinkAboutB10-0029NOTE: TH/S PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES
.�
�ow�o�v�, •
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT SFR BUILD PERMIT
Job Address:
Location......:
Parcel No....:
1017 PTARMIGAN RD VAIL
210109211001
OWNER R.L. BOLIN PROPERTIES LTD 03/18/2010
IN CARE OF NAME DMS & CO
PO BOX 5677
ABILENE
TX 79608
APPLICANT ASHTON-HIRST CONSTRUCTION
PO BOX 5102
FRISCO
COLORADO 80443
License: 969-B
CONTRACTOR ASHTON-HIRST CONSTRUCTIO�
PO BOX 5102
FRISCO
COLORADO 80443
License: 969-B
Description:
FOUNDATION WALL REPAIR
03/18/2010 Phone: (970) 409-8024
03/18/2010 Phone: (970) 409-8024
Permit #:
Project #:
Occupancy: R3 Single Family Residence Valuation:
Type Construction:V6 Total Sq Ft Added:
Status . . :
Applied . . :
Issued . .. :
Expires . ..:
B10-0029
PRJ10-0076
ISSUED
03/18/2010
07/21 /2010
10/13/2010
$157, 500.00
0
.....................,.,.............................«.....�...............«...... FEE SUMMARY .....�,.....,.....,..,..........,..,,....,..,.,.........,....,..,.�,.....,....,....
Building Permit Fee---> $1,318.55 Will Cal Fee-----------------> $4.00 Total Calculated Fees----------> $5,239.61
Plan Check---------------> $857.06 Use Tax Fee---------------> $2,950.00 Additional Fees--------------> $0.00
Add'I Plan Check Hours-> $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> 55,239.61
Investigation--------------> $0.00 Recreation Fee--------------> $0.00
Payments------------ -----> 55,239.61
Total Calculated Fees--------> $5,239.61 BALANCE DUE------ ---> a0.00
♦fMffikrtfiFk�4itlf4RRRf}RRRV VfA'rt4fi(#4fffiht�#�ff'VffhtYlh�F�Frtil4fl�ff�lfi4tfiRwVRRf'frMiRARYf1I4t}�k1�4frfrflrRNfkfYif�kIItyYr#tr#�f#4+tt+�x4kffAitYtkT4�kiFkYdflrlrHf'frRRfffVRRYffYYb'R##HefR**444M1wfiYRfAR�Fy'ffrf#*
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 mply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the t n onin and bdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable there . l
REQUESTS OR ALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:OOAM-4 OP .
� �� ��
Signature of Owner or Contractor Date
i�r i�u P �— f� �,�-ST
Print ame
bld_a It_construction_perm it_041908
x�r�����twaw�:�x�:w:ww-r��������:wxxxwxwwww++���xxxx�xxwwsm+����w��wxnw:��wxxxxwwwwwwwwrt�xr+xr�:+xwxixxwwwwxr+x:rtwxwxx+wixe�www�w�ti:�++���xwxrxxx�xxwxxw�r�r�,w�����t::�+x:xxx�»yx
Permit #: B10-0029
APPROVALS
as of 07-21-2010
Status: ISSUED
.,..,« .......................................«........,..,.......,...................,,,...................,......,..........,....,,.,.........,,..........,.............,,,....,.,..
Item: 05100 BUILDING DEPARTMENT
03/22/2010 JRM Action: AP
07/19/2010 JRM Action: AP APPROVED FOR STONE
VENEER
f'�1Rfit4iRffYtY4YMffRt4RRtrV ffiRPrYRYnY4'RYf4#fnlf44fitflfRfrRffYtY.Yf 1frM#4R}4tRf'ff4ffliRiRfitfMRY'4Yi+Y'k4�d/ik4t1`R4frRRRVRfYrfrfYrY'YMiy'#4ff#/f1M�1ff'lritflMfr V1rMr1rYM'kit#*f4p#�t#itMf4frNkitf4RfVRVtYfYiRY`fYHiI
See the Conditions section of this Document for any that may apply.
bld alt construction_permit_041908
RR VRRffflrfR4y'YlMft4*d�M4}wpff'RVltftf V YntfF*RRititHrRfrf'f'frx�Rfrlffy'Y`ik�4YrNI*NMRd�ftrf'frfrVfRfR44fYntfYy'YnHr'k4RMekfr4lrARfrV Y`ltkfikYYMi(####1rlffrfr4N4fN11f1rRRfrftkLllM'4rtYi4l4fftfht4�lRfrR+l+!}�t#44f1#wRtH
CONDITIONS OF APPROVAL
Permit #: 610-0029 as of 07-21-2010 Status: ISSUED
1fR}Rf4fRfV VR4MfYeYeffr/H#1f#itfrlffftk V 4ikYeiF'k+t1r}RRff`4f'f'f'�fRfR4Yeft�FY`#�##f/MihHr*RRR4rY}r'tk'k►�ff**4f1rlf`44441rfY�IrYr Vit'kRiM/#htR##41r1fR1'Vf1YYeVf4fiMf#**#�#f'f'4ilNrftHRlr'kftRAR/M11�t4fr*#tfrf'?Rf'ft1rHl�Yff'4
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 44
(BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION
R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE
ALARM SYSTEM IS REQUIRED.
Cond: 42
(BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE
INSTALLED PER 2009 IRC R315
bld alt_construction_permit_041908
***�****************�************�***+��***�************************************�***********
TOWN OF VAIL, COLORADO Statement
****r***********rrrr*+**+**************************************�****�*�**+*****+************
Statement Number: R100000890 Amount: $333.92 07/21/201009:15 AM
Payment Method:Credit Crd Init: LC
Notation: CREDIT CARD
FROM PHILLIP S HIRST
-----------------------------------------------------------------------------
Permit No: B10-0029 Type: ADD/ALT SFR BUILD PERMIT
Parcel No: 2101-092-1100-1
Site Address: 1017 PTARMIGAN RD VAIL
Location:
Total Fees: $5,239.61
This Payment: $333.92 Total ALL Pmts: $5,239.61
Balance: $0.00
******************************************************************�*****�*******************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 44.80
PF 00100003112300 PLAN CHECK FEES 139.12
UT 11000003106000 USE TAX 4� 150.00
TRANSM ITTAL FORM
Revision Submittals:
1. "Field Set" of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to: Attention: � ( evisions� ��
�/�\ �� T� C () Response to Correction Letter
�C� v 7 attached copy of correction letter
( ) Deferred Submittal
( ) Other
Project Street Address:
1p1�_ r�rx�a�n �GA+�
(Number) (Street) (Suite #)
Building/Complex Name:
Contact Information:
Company: —
Company Address: (] S'Q�
�
City: r��►() State: � Zip:
Contact Name: � tl�L� � � �2��
Contact Phone: �������� �.L
E-Mail �Ft�'�J�i�I 1.�1��,(��C�i (Ai�i�:�
Valuations (Labor & Material))
Building:
Plumbing:
Electrical:
Mechanical:
Total:
� � so�
$
$
$ �V✓V�_
Description / List of Changes:
c�
(use additional sheet if necessary)
Date Received:
�
D����d�
JUL 1 t 2010
TOi VAIL
n
1-Sep-09
�• - �
.�..
►�
�
;i ' t
.•
�
_
� �
„
,
�
nn�u■ n�■..■. ...----
�� � �
���L_ I �1--� !.�l�
� ill����! III� U�i��i�
_v�r�
.
J �
�
�
i
��:
/,
L�
���
�
�\
�--�
�
I��III�
�
_ t'��tN �ZE51 �EI��
. �_ ._ _�GK_�wM�rlo_,��=Hrte£�-p
. -
i�dL-IN I��� ��NG�
0
t31-�k C�Pd`'tA�I P_ Ps� l'�"�'S �
Z
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
,.
�owxo�vn� �
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT SFR BUILD PERMIT Permit #: B10-0029
Project #: PRJ10-0076
Job Address:
Location......:
Parcel No....:
1017 PTARMIGAN RD VAIL
210109211001
OWNER R.L. BOLIN PROPERTIES LTD 03/18/2010
IN CARE OF NAME DMS & CO
PO BOX 5677
ABILENE
TX 79608
APPLICANT ASHTON-HIRST CONSTRUCTION 03/18/2010 Phone: (970) 409-8024
PO BOX 5102
FRISCO
COLORADO 80443
License: 969-B
CONTRACTOR ASHTON-HIRST CONSTRUCTION
PO BOX 5102
FRISCO
COLORADO 80443
License: 969-B
Description:
FOUNDATION WALL REPAIR
03/18/2010 Phone: (970) 409-8024
Status . . : ISSUED
Applied . . : 03/18/2010
Issued . .. : 04/16/2010
Expires . ..: 10/13/2010
Occupancy: R3 Single Family Residence Valuation: $150,000.00
Type Construction:V6 Total Sq Ft Added: 0
...,..,...� .................<......,..�...,.......�,,.................,....,..,..... FEE SUMMARY .....,.........,.......,,.....��...«...............,..,,.,.,..,.,.,..,.,........
Building Permit Fee------> $1,273.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $4,905.69
Plan Check--------------------> $827.94 Use Tax Fee---------------------> $2,800.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $4,905.69
Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments-------------------------------> $4,905.69
Total Calculated Fees--------> $4,905.69 BALANCE DUE------------------------> $0.00
M�kf twh+F+F+FY`t#%�w�.1'#'#rt�krtiFYrrt#ff �#fff4i�kf kxf kAY#Y�tr#rtf #Yert#rti1'fYrff#rt'k4fe�kifir##*f##it#*fif�f�.FRfYrRhle+Ftri4iFlrfrh�lrfYe V Yrtf�k+tirYrrtf4�t�f1�*At(#iktriFirfYrFtrtr%�Yrffrt�k�ktr�kYr�k�k4f!*#rt1(1`lf+iFfe#rt#k#*h*t*titxxirtrrtf �t�R+ttf+t+tw�t#fw#
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. ree 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 to g and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable there
REQUESTS
8:00 AM - 4:
SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
l
Signatur� of Owner or Contractor Date
�H�t._[_I j� �T
Print Name
bld_a It_construction_perm it_041908
<.......,,.> ..................�...,......,,..,.....�,,..................,.....................,,....,...........,,,.....,....,.,..,�...,....,.,.,....,..,............,,............,...
APPROVALS
Permit #: 610-0029 as of 04-16-2010 Status: ISSUED
...........................>........�.,........................,,...........,..,...............,,.,.........................�......�..�,.,...,,,,,x.......,,,,,,...,.,.......,,......
Item: 05100 BUILDING DEPARTMENT
03/22/2010 JRM Action: AP
...<.,,.......,���......,.�.......,,� ........................................»...,....,��.»...,............��.,...,,....,.....,�......,.,.....,..........,.,,,...,.,�,..:.,,.,.........
See the Conditions section of this Document for any that may apply.
bld_alt_construction_perm it_041908
,...........»» ..............................�..�.....,....,,,�.........�............,.,>.......>.........�.,...,........................,.........,,,.,«......�..�..............,x....
CONDITIONS OF APPROVAL
Permit #: 610-0029 as of 04-16-2010 Status: ISSUED
•iPi1'fw'w'+FY`'k+w'w'fYr>f'k'k'k'k'k'k'k+i'rt>L'krt+FMlr**f+F4##ii(trfrAi******i***�Ir*********3r*****�k*%Y%�#*�kYe*#iFtrYrtrhfr4#f V Y�Y�frM'�kwM'Mk*�R*R#Art*+ir4f4*1`1�iff}##:lfe�li#*f�f(f1`+'*kf>kMk#*iRi*#**ix*f.e*XX**w#�#k�FtR#tiiiYr*fY�*Yf*RtrR*
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 44
(BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION
R314 OF THE 2009 IRC
Cond: 42
(BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE
INSTALLED PER 2009 IRC R315
bld_alt_construction_perm it_041908
************+*****************************+***************************************+*********
TOWN OF VAIL, COLORADO Statement
******�******************+******************+*********************************�*************
Statement Number: R100000302 Amount: $4,077.75 04/16/201003:10 PM
Payment Method:Credit Crd Init: SAB
Notation: VISA-PHILLIP
HIRST
-----------------------------------------------------------------------------
PErmit No:
Parcel No:
Site Address:
Location:
B10-0029 Type: ADD/ALT SFR BUILD PERMIT
2101-092-1100-1
1017 PTARMIGAN RD VAIL
Total Fees: $4,905.69
This Payment: $4,077.75 Total ALL Pmts: $4,905.69
Balance: $0.00
************************************************************************�*******************
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
UT 11000003106000
WC 00100003112800
Description Current Pmts
------------------------------ ------------
BUILDING PERMIT FEES 1,273.75
USE TAX 4% 2,800.00
WILL CALL INSPECTION FEE 4.00
********++***++�***************************************++++++**++**+*++*+*+*****************
TOWN OF VAIL, COLORADO Statement
+*****************************************************+++**+****++****+***+*************+**+
Statement Number: R100000217 Amount: $827.94 03/18/201004:26 PM
Payment Method:Credit Crd Init: JLE
Notation: CATHERINE
ASHTON-HIRST
Permit No:
Parcel No:
Site Address:
Location:
B10-0029 Type: ADD/ALT SFR BUILD PERMIT
2101-092-1100-1
1017 PTARMIGAN RD VAIL
Total Fees: $4,905.69
This Payment: $827.94 Total ALL Pmts: $827.94
Balance: $4,077.75
**************************************+******+********+*********************************t***
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 827.94
BUILDING PERMIT APPLICATION
Separate permits are required for electricai, plumbing, mechanical, fireplace, etc.
Project Street Address: ' Office Use: �0��
1 D!"� �1'AR,MI GAI�i 1� ' Project #:
(Number) (Street) (Suite #) , DRB #:
Building/Complex Name:
Contractor Information:
Company: �1J-H�2sr Go�ti,�'i ic�t� • (NG.
Company Address: r�� �� ���
� g��City: (�(LI S�O State:� Zip:
Contact Name: �(�jr,1 r� fi 1Q� (
Contact Phone:(��� � �q ���y--
E-Mail K�,tti'ONH1�1 WNL`+I IC�JI(�l tUNVd�.11W`i�l.�.l.0
Town o il tractor Registration No.: / b��
X
Con rac or Signature (required)
Building Permit #: l U � ,� � !
Lot #: _�___ Block #�.J Subdivision: V 11
�- -. .•- • . . . . . a:: ' �:.
� .1.: ■ � u ;� _ i.� I: .
.
�. . .11 • - - �i�L! � �
(use additional sheet if necessary) ��
.
Work Class:
New ( ) Addition ( ) Remodel ( ) Repair (,�) Other ( )
Work Type
Interior ( ) E�erior (� Both ( )
Property Information > Type of Building:
Parcel #: 2,�0 � "" � l�—' � � W " � � Single-Family (�/) Duplex ( ) Multi-Family ( )
(For parcel #; contact Eagle County Assessors Office at 970-328-8640 or �
visit www.eaglecounty.uslpatie) Comme�Cial ( ) Othe� ( )
Tenant Name: Does a Fire Alarm Exist? Yes () No ()
Owner Name: 1� . L • _J-.�Ci1---) � � KOI�CCZ7�IC� ��, � Monitored Alarm? Yes ( ) No ( )
� Does a Sprinkler System Exist? Yes () No ()
Valuations (Labor & Materials)
Building: $ �JV . V ��
Plumbing: $�Q
Electrical: $ (n _
Mechanical: (including fireplace) $ In/u�
Total: $ i� j � � U
#& Type of Existing Fireplaces: Gas Appliances
Gas Log Wood/Pe�let Wood Burning
#& Type of Proposed Fireplaces: Gas Appliances
Gas Log Wood/Pellet Wood Burning _
_ .__ . _ .... _ _ . __ .
Date Received:
____ _ __ . _ . _ �
�Q� e��,�� �� y=y�c p s t �
Co�Dil� i l�Q. ��-4tn— � i ��1-
/�.r. � �. �i /1�'1 /1 7 �' L1
''
CC�I��1M�
MAR 18 2010
TOWN OF VAlL
01-Jan-10
����,� � �a��
�
.� �
. �}..� ; �P� 9:
�
March 17, Zo 1 o Monroe 8� Newell
Engineers, Inc.
Ashton-Hirst Construction
P.O. Box 5102
Frisco, CO 80443
� l0— 4U2-�
Vail, Colorado
Denver, Colorado
Frisco, Colorado
�������
D
MAR 1 � ����
, �TC�V'Viv �� V�i�. .�.�
Re: Bolin Residence Foundation Wall Structural Observation,
Ptarmigan Road, Vail, Eagle County, Colorado (M&M #7501.1)
Gentlemen:
Monroe & Newell Engineers Inc. conducted a site visit at the Bolin Residence on September 11,
2009. The purpose of this visit was to observe the visible structural condition of the foundation
walls along the south and east of the residence.
The existing structure is approximately 40 years old and was constructed as a standard wood and
timber framed structure on a sloping site. The foundation walls below the eastern and southern
exterior building walls are approximately 8 to 9 feet tall and are retaining up to a full story of the
exterior grade. Along the south wall of the garage a concrete slab-on-grade stair follows the
slope of the grade down to the garage entrance which is located at the west side of the home. The
grade also slopes down towards the north along the east foundation wall. The south foundation
wall below the entrance of the building can be observed from an interior crawlspace.
During our site visit we observed the following:
The south foundation wall of the garage had been painted approximately 19 months ago
during the renovation of the garage. Since then a horizontal crack, approximately 1/8 inch
wide has opened along the grout joint in this CMU wall that is closest to the ceiling
framing. The occurrence of this crack indicates that this wall has been moved laterally
into the lower level by the exterior earth pressure. The soils at the outside face of this
wall were very moist and sprinkler heads are located in a planter that is in place alongside
this wall.
2. The interior stud framed wall at the rear of the garage appears to have racked slightly
towards the north. This is the result of the south garage wall moving at the top into the
building (see item 1). The interior door in this wall has a slightly racked frame, because
of this horizontal movement.
www. monroe-newell. com
70 Benchmark Road • Suite 204 • Y.O. I3ox 1597 • Avon, Colorado 81620
(970) 949-7768 • FAX (970) 949-4054 • email: avonC�monroe-newell.com
3. The foundation wall below the entry and under the two south walls on either side of the
entry is exposed at the inside of the crawlspace. A large horizontal gap is visible in the
top mortar joint of this CMU wall. Empty and partly grouted wall cells can be seen inside
the crack. Vertical or horizontal steel reinforcement was not found during our
observation. The crack does appear to have opened up within the last years as paint has
cracked along this joint and paint was not found inside the crack. The top course of this
wall is held in place by the wood floor framing while the lower part of the wall has
moved laterally.
4. Outside of the wall described in item 4, two very large spruce trees have grown for many
years. The root balls appear to be right adjacent to the basement wall. The large load of
these trees very probably has contributed to the horizontal loading of the foundation walls
and their subsequent localized partial failure. Roots will continue to grow and damage
this wall further.
5. The east wall of the basement is allowing moisture to penetrate. The owner has asked to
have the wall waterproofed, which will require removing exterior backfill soils down to
the footing and installation of a new underground perimeter drain system. This work
should be part of the repair of the whole foundation system along the south walls,
because it is probable that a new perimeter drain system will also have to be installed
along the south side of the building.
After observing the damage to the foundation walls described above we have determined the
following repair requirements and options:
A. The spruce trees located on the south side of the building have to be removed, because the
large vertical loads and the root ball systems of these trees appear to have caused new
foundation damage in recent years. Allowing these trees to remain in place without
reinforcing the foundation walls will result in complete failure of the south foundation
wall system in the future.
B. The garage foundation wall will have to be reinforced. We recommend removal of all
soils at the exterior of this wall and construction of an L— shaped concrete foundation
wall outside of the existing wall. The new wall can then be backfilled and will remain
stable for the lifespan of the building. We have attached section SXl, which shows a wall
detail. Alternately the existing garage wall could be removed and replaced with a newly
designed concrete wall. This repair option will require careful shoring of the building
above and will lead to extensive drywall damage, because shoring and replacement will
lead to movement of the framing above. To provide engineering for this replacement wall,
we have to review framing loads from above this wall, which is beyond the scope of this
initial report.
Monrce & Neweil Engineers, Inc. 2 Bolin Residence Foundation Observation
Mazch 17, 2010 (M&N #7501.1)
.
C. The walls under the entry and each side of the entry can be repaired with the following
construction method:
C.1 An L— shaped retaining wall could be constructed outside the existing
foundation as shown in the attached section SX2. This option will require
complete excavation of the soils on the south side of the building, but can be
accomplished without disturbing the framing of the residence and without
causing damage to the interior drywall. Waterproofing could be placed both
between the existing and new wall as well as outside the new wall. A new
perimeter drain would also be installed on the whole south side of the home.
In summary, we found that the south foundation walls have recently moved laterally. Repairs to
these walls have to be made within the next year to prevent failure of these walls and extensive
damage to the residence. We have outlined repair procedures and recommend that a decision be
made which repair is to be completed. Monroe and Newell Engineers, Inc. will then be able to
provide exact detailing and foundation repair plans as well as construction administration
services as needed to help complete the work. We will also issue additional construction
documents that will allow acquisition of a building permit for this project. Our recommendation
is to not replace the existing walls that are damaged, but to install the exterior L— shaped
retaining wall system described above. Alternative exterior shoring methods such as drilled
concrete piers or pressure grouted soils are not a good option for repair, because these would
destroy existing perimeter drain systems and would be extremely costly for such a small project.
We are available to discuss these repairs in a phone conference or during a site meeting to help
decide on the next sequence of actions.
If you have any questions or comments, please call.
Very truly yours,
MONROE & NEWELL ENGINEERS, INC.
Hannes Spaeh, P.E.
Principal
Monroe & Newell Engineers, Inc.
Mazch 17, 2010
�`,� `�>��:�
..' ' � �..
��
6` +
� :_,. 257�9 �.
� f, ,
,.�, � .� f . �
+,,,,���. e�� #:
�. , d j•� d
'w .. YY;.i .
3
Bolin Residence Foundation Observation
(M&N #7501.1)
�LI �i ��� r�N C�-
� ��� �� vai�
�
�
�
►
�
�
,
��-
��:.
s�
� p� �� � _
�
ti
.�
$ Z.
��u r� �. �`
�(' , � �
GC���-� �
� £�: .
��;
{LL� - " :�,, �
. � ��� � - — e��
�; r
�
�
���� s � ��
�"�-{ - ,
� � „���,.,. �' o �..-
� � s_
� �� �d, ���. _ a
��� � , �h� �� ; ���
��
�� � � z:;�
�.
��- rv �
�..�,.,.�.e..a. �
. . . � �i � • '! � -
3
i ��
. 3 � ��;�i. e � �
� ,
� � `� „�..�.-�� � � � � Q �E'�°` r
� a ..
. �
� �; ��:,� :-
. 'Y f . � � � � .. .
t
f
. . . � . . ?4a � � � �p�
� � � ��
. . " .'' �. � : � � �m- y. . "
. . . �t ' Y � 3 . . . _. _. � .
� � t� �'�' :� �� � - Q�
`���- �
_ i �� �� �- ,
� :µ
�,
. ,� � ,�, ��r�
�.�.:, �, � ' , 1 � � -
F � � ��� � • .
_ t � � t ,. .
z�K ...�. �f�"'�"�° ' � _ ta� .f.�.e.�sz� + .
: � _ � ���� � , � i � - �-�.,� �
� � . ���
�� �
����- � _ ` ��-1 ��-��
� f,����' �#����
�
��� 3 �'��-�,��
-! >J� � •� J � `a fr ��Y'"
+,��Y . �. c 1 ..
a�o p'� Y .
R. � _.y'.;.
_,4_ �?'�3 7 k.
i. e, �
\�"�� o
� . .3.
:`� a
Monroe 8� Newell
Engineers, Inc.
70 Benchmark Rd. Suite Z04
P.O. Box 1>97
Avon, Colorado 81620
�
�-�. y � ��z�� .�
o� ���� �� ���
���� �- 1� �.
r
�
�
� �t
a
�� _
Z,�a. `�aw►�sf,cu,,� l�2fvNs
�j ei, Swt. FAc.e' t�JaT+�1�
�Rt�tNS .
R
� � \,� —'z_
`
� � -
�� Sc,ceFAc..c.= C�.�' 1Z�'7L. � � hJ
't� �c� -ra �AYc.� c� ca r .
� M�Rd� ����
�-�' .
r rouNc�,�o�, wA�rr.00F�►J c�
,
'
�
�
t3Auc�cc.�. c.�,v�P,�c�-- -m 90% ,u�Mu�vc
��=o?L�aCTl'�..L. CLOT?-j
� y i%�P11� 120GIG„ '
roc�c,NDAT�rJ
� � • - _ - ����
�
� �t ` 4� ..� '� ` c� a
!'C' V ♦ � / i � ` �! � �
�
�
.o%
. �..
T �.�. �2���.s
ae� aR.y SwKQ,
,
3')C'3 aC3,
Pa,Y wc:c..�.
� � �Y�cC�t�
►���� ��2 - �I��tE�.����r�� pE-rP��� 3-�-��
� fi� ���
___HOUs�
/ ' `��` �
�j.�, �,(�-1� f ;�\ (�� �
\
rt�rnic��_- __ _-
�� ►�au- .
,�
_ ._---- ---- ' �
`_
__ 2$� � �� �
F
2
� _ TYP��- �
_ENTI R� h1�LL
����? I �t=a�,� �� �,�'�
,
�p' ,Z- ,�- I
S o U'C �-) S i D� - GDI�,IGR�'t' ��i.�i �,�'1"la�
i/
U
`�
�'�)
.�
�---
;,
;M
!..�
I.
!�
�—
�
i^
��►
I�
;�
_�.
�
C�
S
�
o''
�
Z
�
�
�
�
�
�
�
'�13'
Z
Q
E--
>
�'
►
�
A
V '
t-
�
��� �� � 3���-lo
��_...�,.�.._.�.���__._� _��,�_�,.�� _�.-W�_�v.�. � =ra_.�i� :_.��..�.
� .a
'�
.
a-;�,� �..�
'�=='1���
� �s�,.,��-�-��
�s
� ��
�� 1 �L�
�� �
�� �
�,�✓
p��"/� I (.�# � — Ex,s-r► �� �r� ��A� � i �=�-�o
�I �Nf�:Lks -t� �� . F� Ft�C,� p_��'�vt Ta s�ALE
11 -12 -2010 Inspection Request Reporting Page 5
6:17 pm Vail, C =City Of
Requested Inspect Date: Monday, November 15, 2010
Inspection Area: JRM
Site Address: 1017 PTARMIGAN RD VAIL
A/P /D Information
Activity: B10 -0029 Type: A -BUILD Sub Type: ASFR Status: ISSUED
Const Type: Occupancy: Use: VB Insp Area: JRM
Owner: R.L. BOLIN PROPERTIES LTD
Contractor: ASHTON -HIRST CONSTRUCTION Phone: (970) 409 -8024
Description: FOUNDATION WALL REPAIR
Requested Inspection(s)
Item: 542 PLAN -FINAL
Requestor: ASHTON -HIRST CONSTRUCTION
Requested Time: 08:00 AM
Phone: (970) 409 -8024
Comments: 970.409.8024
Assigned To: BGIBSON
Action: '"` Time Exp:
`t
Ite 90 LDG -Final
Request r: AS TON -HIRST C NSTRUCTI N
Comment - 970. .8024
Assigned To. JMONDRAGON
Action: Time xp:
U
Inspection History
Item: 10 BLDG - FOOTING — Approved"
05/11/10 Inspector: Martin
Comment: Pending revised engneer plan
Item: 20 BLDG - Foundation /Steel ** Approved "
05/19/10 Inspector: Martin
Comment:
Item: 542 PLAN -FINAL
Item: 90 BLDG -Final
REPT131
Entered By: CGUNION K
Requested Time: 10:30 AM
Phone: (970) 409 -8024
Entered By: CGUNION K
007 Y
Action: AP APPROVED
Action: AP APPROVED
Run Id: 12184