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TRANSMITTAL FORM
Revision Submittals:
1. "Field SeY'of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved&the permit is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance.
�. �._..,.. �.�_._. ___ _..�._......�_�.._._.._�.._.____.�......__ . ._._..._�_._�..��__. .._�_..�.�_.�..________< <__.._.__.� . «. ...__ _....�__.._ __.._�..�.....__.�.___.__,
;Permit#(s)information applies to: Attention: O Revisions ;
; ( ) Response to Correction Letter
� ��� 6 '��'F _attached copy of correction letter
; ( ) Deferred Submittal �j
� ( ) Other �
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(Project Street Address: �
�o-� � � ���� ,� p A Description/List of Changes.
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�(Number) (Street) (Suite#)
� Building/Complex Name: n1002-tG(- tivrw�S GGNao s' ft,kJ1� �F�IC�L-- �1(°�'2-S ��
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�Contact Information: �
i Company_ l�'llnrc e.tc ('v.vs`i ���-(_���' l 1 !l E'
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':.Company Address: f?.c�. 139� �u�b� �
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;Contact Name: d,�AuiD /y11�✓�C/� �
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i Contact Phone: ��d�(--'�S� � G �
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Revised ADDITIONAL Valuations(Labor 8�Materials) �
i(DO NOT include original valuation) °
� Building: $ �, 5'�jj �(use additional sheet if necessary) '
� ; __ _ _...__ _ _
� Plumbing: $ �
!Date Received:
�
Electrical: $ 5 � ��. �
;�Mecha�ical: $ i �
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i Total: $
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MAY 0� 2Q10
_�._r__ ----_____..___________._____�__�_._�________�____ ____._ ____ __._.__ �
TQ1NN OF V'AiL
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01-Jan-10
K R M CONSULTANTS, INC.
P.O.Box 4572 J70-J4�-J�J'I
Vail,Colorado 8'I B58 FAX J4J-'I S77
FIELD REPORT
TO:
DATE: 5/7/2010
Minick Construction, Inc.
ARRIVE: 11:00 a.m.
P.O. Box 4018
DEPART: 11:15 a.m.
Vail,CO 81658
WEATHER: cool, partly cloudy
ATTENTION:
Dave Minick
JOB NUMBER: 0912-10
PROJECT: Espejo(Northwoods A9)
PRESENT AT SITE: Kim McGhee, Dave Minick
STATUS OF COMPLETION: helical piers in place
I observed the helical pier cap assembly at the two installed helical piers. The cap assemblies appear to be in
accordance with our details and specifications and are acceptable as constructed.
` �'�� �������p COPY TO:
SIGNED: e,e�;.,�R°`v,� c�
�.`s�`° Mc�,� 4
, .
` M:
Kimberly R. McG e, PE ,,�'o�s J-7 9/��•�
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REVIEWED: �a�'�'•••.«••'�V�
�SS�C N a�``�
Town of Vail
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C� C� CD �IC�
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MAY 0'7 2010
TOWIV O� l/�4�1m
_ _ .
B09-0356: Entries for Item:90 - BLDG-Final 08:40 11/21/2013
Action Comments By Date Unique_
Ke
AP Martin 07/01/2010 A000134
415
Total Rows: 1
Page 1
STEEL HELICAL PIERS:
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Steel helical piers shall be designed and installed to resist the unfactored design loads as
shown on Foundation Plan. Unless otherwise recommended by the manufacturer, the factor of
safety to be applied to the design loads to obtain the ultimate load capacity of each pier
shall be 2
Installer Qualifications: Installation shall be done by an authorized installation contractor.
Proof of current certification with the manufacturer, as an authorized installer or the helical
piers being used, shall be submitted to the Architect or Structural Engineer prior to starting
installation.
A written installation record shali be kept for each helical pier, including date of iristallation,
locotion of pier, description of lead section, including number and diameter of helices and
extensions used, overoli depth of installation from a known reference point, and installation
torque at termination of pier.
Soil corrosivity and required mediotion shail be determined by the geotechnical eng;neer ond
helical pier supplier, respectively. All piers must hove 'mum���sion pro#.qction of hot
dip galvanization. ° �J
The steel helical pier system shall be iCBO (ICC) opproved: I stalling contract n�l�}��je D°+��'`''�ent
�T1c�if1��,Citf�i����?iiG2$
evidence to the Structural Engineer by means of ��?`JCBO (I ' C) evaluation report or ER
number.
S �•;-
Acceptable tolerance for alignment of top of pier �hall be 2 inches. i�iers.�ex��edirrg this '''��
amount shal� be removed and redrilled. Do not %rce pier tops into alignment. ��
:`t' .,, a;�C;; .,, �
� � �o�� ate o r� - `>
�u �s�:.� ._��. �, � _.=��u��- - ;� �
provis�ons o`this a:ie o a� �)u Jict
t , ��uc� dc^ ,. .�
va:id.The iss4a«��e �, �c, �"'�'�yll l�f V1��
ot'ner data shGu n,.'y,�,_��r �,� ;-�� �`��
CQ'f2C�iDli Oi F�rC)CS I,? ( ill � r n�,c, �^'
buiiding official 5 � � r��� - PY
structure v -� .,��ti _ _. - _ � :j;�_
I� � I� U P N •, =., ._/" / G}--�.__-�':'�E:S�� ��IO
D �SP �,J o
�} MAY 07 2010 � No�T t-� �toobS �`�
�_
:
DRIVE–PIN BOTTOM
TRACK TO CONC. @
16" O.C.
O
� 24'-6
T.0.W. a �a
d
(2)–#5's CONT.
HORIZ. TOP & BOT.
0
I
20'-6 �
T.O.F.
� �
PERIMETER DRAIN —
PER SOILS ENGINEER
1Y2" SHAFT HELICAL–
PIER BY OTHERS.
SEE PLAN FOR LOAD
CAPACITY
�S��C�
a
(N) 5Y2"x 13/$" x 22 GA.
STEEL STUDS @ 16" O.C.
%z" EXP. MAT'L, TYP.
4" CONC. SLAB PER PLAN
24'-6
T.O. SLAB
a (1)–#5 CONT. HORIZ. @ MID–HT.
a
�
_
4" 4" #5 DWLS x I J
@ 48" 0.C. L
a
� 6"
_ (2)–#5 (GR. 40) RABBIT
EARS WELDED TO TS
3/$"x2"x0'-4" CAP �j'
° BOLT PER MANUF.
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2x2x3/6 TS SLEEVE
SCALE: 3/4" = 1 '-0"
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(N) T.O.W. = 23'-10
(N) T.O.F. = 20'-6
(N) T.O.W. = 24'-6
(N) T.O.F. = 20'-6
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DWL. (N) CONC. WALLS TO (E)�; ;
W/ #5 DWLS. x 24" EPDXIED � �
INTO 3/a'��x4" HOLES @ 12" O.C. , �
AND (2) DW�S. IN FTG., TYP. � ;
i
24
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25
INDICATES HELICAL PIER �BELOW
� FOOTING W/ 15k UNFACT�ORED
LOAD CAPACITY (2 LOC TIONS)
9'—p.,
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�::ciin�
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G���m����i ��velopmAnt�epartment
auiiding ;;af�ty and Inspection Services
� 6,_S„ I ��� �_.Ir � _"""_— _
(N� T.O.W. = 24'-6 I %d�Vaiidity; � `'��"�g��de/lnternational Residentiaf
I I (N) T.O.F. = 20'-6 'ae consuu�: '�S'�a��cE orgranting of a perrnit shall
� 2 � � ;�f i'�e pro�;,� I "ut for,or Gn approval of,any violation of
;�,�i�,�� �e, ode or of any other ordinarce of the
S1 . , y io give authority to vio�ate or ca��cel the
r -1 '�,rdinances of the jurisdiction shall not be
— — — — — — --� �rased on construction documenfs and
- - � � �e huil�Ing official from requirng the
- � �\ — — — — — — — — — — —1 I ^<<a��ion documents and other dafa.The
— — �- — — — — — — — — — — d c orever,t occu anc
� � (N) 4" CONCRETE SLAB ON 4° CLEAN GRAVEL � J , p y or use of a
i— (N 24'-6 I �� BASE ON UNDISTURBED C�RADE OR COMPACTED � �" � ` ���eorofanyothzrord;;;ancesof
� I T.O. SLAB ; � STRUCTURAL FILL PER SQILS ENGWEER. -;-,.��_ S—/r, /D
MATCH (E) REiNFORCE SLAB wiTH 6x6—w�.4xw1.4 WELDED ------_..DhrC: �y�
I i WIRE FABRIC THROUGHO T. I I
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MAY 0� 2010
• TQW� OF i�A1L
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.
,
�owxo�vnQ; •
Town of Vail,Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT MF BUILD PERMIT Permit #: B09-0356
Project #: PRJ09-0671
Job Address: 600 VAIL VALLEY DR VAIL Status. . : ISSUED
Location......: UNIT A9, NORTHWOODS Applied . . : 12/30/2009
Parcel No....: 210108111009 Issued. .. : 05/10/2010
Expires. ..: 11/11/2010
OWNER ESPEJO,MELITA MONICA 12/30/2009
BOSQUE DE ALMENDROS 203
BOSQUES DE LAS LOMAS
MEXICO 11700 DF
APPLICANT MINICK CONSTRUCTION 12/30/2009 Phone:970-827-5924
PO BOX 4018
VAIL
CO 81658
License:224-B
CONTRACTOR MINICK CONSTRUCTION 12/30/2009 Phone:970-827-5924
PO BOX 4018
VAIL
CO 81658
License:224-B
Description:
ADDITION: ENLARGE F�RST AND SECOND STORIES, INSTALL NEW
WINDOWS, DOORS AND DECK
Occupancy: R2 Valuation: $65,510.00
Type Construction:ll IA Total Sq Ft Added: 118
•,,••,•,•,••••••,,••••,•,•,•••,••••••,,•••,,,,••••••••••••,•,•»••,••••••••••,•,•» FEE SUMMARY lRtRtlr4�ttYtr4�kfekt#tR�HYtifTY�F/tff/fff'1rRfiF4iFYrflMf#kRlVVV111ffFiFtkyft4ftlelV�V1r��YYki
Building Permit Fee------> $755.75 Will Cal Fee--------------------> $4.00 Total Calculated Fees------------> $2,589.19
Plan Check-------------------> $491.24 Use Tax Fee--------------------> $1,110.20 Additional Fees---------------------> $0.00
Add'I Plan Check Hours-> $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> a2,589.19
Investigation-----------------> $0.00 Recreation Fee----------------> $118.00
Payments----------------------..._—> a2,589.19
Total Calculated Fees--------> $2,589.19 BALANCE DUE---------------------> 50.00
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DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM-4:00 PM
` -'� S�lO�/D
Signature of Owner or C ntractor Date '
`l��{"v/�J NJ I N!Lk
Print Name
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bld_alt_construction_perm it_041908
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APPROVALS
Permit#: 609-0356 as of 05-10-2010 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
02/18/2010 CG Action: AP APPROVED CORRECTED
PLANS
05/06/2010 cg Action: AP approved revised
plans
Item: 05400 PLANNING DEPARTMENT
01/22/2010 RLF Action: DN CANNOT APPROVE
THIS APPLICATION UNTIL BUILDING PERMIT FOR ROOF OF THIS
BUILDING IS ISSUED.
03/24/2010 RLF Action: AP
05/07/2010 RLF Action: AP Plans stamped TOV
received April 21, 2010 approved.
Item: 05600 FIRE DEPARTMENT
01/04/2010 mvaughan Action: DN asbestos report
required
03/08/2010 drhoades Action: AP Asbestos clearance
letter received.
04/28/2010 mvaughan Action: AP revision dated
april 21 2010. Modification of sprinkler and alarm
systems will require separate permits.
Item: 05101 BUILDING DEPT REVISION
05/07/2010 Martin Action: AP Approved revision
to footings as submitted by the engineer
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See the Conditions section of this Document for any that may apply.
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CONDITIONS OF APPROVAL
Permit#: 609-0356 as of 05-10-2010 Status: ISSUED
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Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: CON0011289
SPECIAL INSPECTION REPORTS REQUIRED FOR CONCRETE AND
WELDING PER IBC CH. 17. SPECIAL INSPECTOR MUST BE APPROVED
BY TOWN OF VAIL.
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� *******r****r*****�****■*s**��*********************************�*********�**r******�********
� TOWN OF VAIL, COLORADO Statement
� *�************s��********�*�**�**���****�*********�+��******�*****************��*r*****�****
Statement Number: R100000430 Amount: $490.80 05/10/201012:37 PM
Payment Method: Check Init: LC
Notation: #14232 /
MINICK CONSTRUCTION
-----------------------------------------------------------------------------
Permit No: B09-0356 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-081-1100-9
Site Address: 600 VAIL VALLEY DR VAIL
Location: UNIT A9, NORTHWOODS
Total Fees: $2, 589.19
This Payment: $490.80 Total ALL Pmts: $2, 589.19
Balance: $0.00
+*******+�******�*****�+*************************��*****�*�**********************�********s*
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
BP 00100003111100 BUILDING PERMIT FEES 84.00
� PF 00100003112300 PLAN CHECK FEES 164.60
� UT 11000003106000 USE TAX 4� 242.20
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TRANSMITTAL FQRM
Revision Submittals:
1. "Field SeY of approved plans MUST accompany revisions.
2• NO fiuther insPedia►s wiq be performed until the revisions are approved 8 the pem►it is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),a�d are due upon issuance.
Permit#(s)information applies to: Attention: ( ) Revisions
�dG`���� ( )Response to CoRedion Letter
_attached copy of corredion letter
{ ( )Deferred Submittal
� ( )Other
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� Project Street Address: ,
fo0 b Uq� �,�.(,{„,� �y �_ Description/List of Changes:
(Number) (Street) (Suite#) A,,(7 h pl�7-�,�i ' c5 N1 n (�_
Building/Complex Name: q10�G tim�t t c°�.,,��c� s l�i° L1/,q-(, cf- L�x�eJ �S��`�C
Contractor tnfortnafion:
Company: M Gu�cl.I��Y - � ' '
Company Address: �0- �I3 ax �-Cfi(�
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City_ V� �- State: f'p Zip: �t(L r�� '
Contaci Name: ,D�rz rv,���,.�
Contad Phone:_pa y_ ; ,r6�G
E-AAai! �AC M,tnii�����h- c�i.., . .
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Town of Vail Contraetor Registration No.:
X
Contractor Signature(required)
REVISED ADDITIONAL VALUATIONS.(Labor S Materials) �
(DO NOT include original valuation) (use adddional sheet if necessary7_ _ ^_ __ ___ _ I
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Building: $ /D �'��
Date Received:
Plumbing: $
Electrical: $ `� `� � O v �
D
Mechanical: $ APR 2 1 2010 ` �
Total: $
TOWN O� i/AiL
53,y� •co
�- t 4, S(aG •Go
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES
.�
� �wxo�vn� �
Town of Vail, Communiry Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f.970.479.2452, inpsections 970.4792149
ADD/ALT MF BUILD PERMIT Permit #: B09-0356
Project #: PRJ09-0671
Job Address: 600 VAIL VALLEY DR VAIL Status. . : ISSUED
Location......: UNIT A9, NORTHWOODS Applied . . : 12/30/2009
Parcel No....: 210108111009 Issued. .. : 04/14/2010
Expires. ..: 10/11/2010
OWNER ESPEJO, MELITA MONICA 12/30/2009
BOSQUE DE ALMENDROS 203
BOSQUES DE LAS LOMAS
MEXICO 11700 DF
APPLICANT MINiCK CONSTRUCTION 12/30/2009 Phone: 970-827-5924
PO BOX 4018
VAIL
CO 81658
License:224-B
CONTRACTOR MINICK CONSTRUCTION 12/30/2009 Phone:970-827-5924
PO BOX 4018
VAIL
CO 81658
License:224-B
Description:
ADDITION: ENLARGE FIRST AND SECOND STORIES, INSTALL NEW
WINDOWS,DOORS AND DECK
Occupancy: R2 Valuation: $53,400.00
Type Construction:IllA Total Sq Ft Added: 118
•......................................................................,.......,. FEE SUMMARY .._,...«,,....,.....,..._.....,................,...,..,,.,.,.,_,._.,.,._,,,.,..
Building Permit Fee------> $671.75 Will Cal Fee------------------> $4.00 Total Calculated Fees-------------> $2,098.39
Plan Check--------------------> $436.64 Use Tax Fee---------------------> $868.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $2,098.39
Investigation-----------------> $0.00 Recreation Fee-----------------> $118.00
Payments----------------------------> a2,098.39
iTotal Calculated Fees--------> $2,098.39 BALANCE DUE------------------------> a0.00
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+...+......................:.....++.:...................«..::.....».....++.++■:.....■:.:.�.....+.....++.:.+..+.■+..:......:...............«+.................::.....+.......�......:..
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residentia�Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
I8:00 AM-4:00 M. �
��ur�°� �I � !
ig ature of Ow er or Contractor te
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� Print Name
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APPROVALS
Permit#: 609-0356 as of 04-14-2010 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
02/18/2010 CG Action: AP APPROVED CORRECTED
PLANS
Item: 05400 PLANNING DEPARTMENT
� 01/22/2010 RLF Action: DN CANNOT APPROVE
� THIS APPLICATION UNTIL BUILDING PERMIT FOR ROOF OF THIS
BUILDING IS ISSUED.
03/24/2010 RLF Action: AP
Item: 05600 FIRE DEPARTMENT
01/04/2010 mvaughan Action: DN asbestos report
� required
03/08/2010 drhoades Action: AP Asbestos clearance
� �**�*letter received.
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� See the Conditions section of this Document for any that may apply.
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CONDITIONS OF APPROVAL
Permit#: 609-0356 as of 04-14-2010 Status: ISSUED
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Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: CON0011289
SPECIAL INSPECTION REPORTS REQUIRED FOR CONCRETE AND
WELDING PER IBC CH. 17. SPECIAL INSPECTOR MUST BE APPROVED
BY TOWN OF VAIL.
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***********�******+**�*�**************************+***r*********�****************�**********
TOWN OF VAIL, COLORADO Statement
�********�*******+************��*****************��***�***************+++******�*�**********
� Statement Number: R100000286 Amount: $2, 098.39 04/14/201012 :00 PM
Payment Method: Check Init: SAB
Notation: 14195 minick
construction
-----------------------------------------------------------------------------
Permit No: B09-0356 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-081-1100-9
Site Address: 600 VAIL VALLEY DR VAIL
Location: UNIT A9, NORTHWOODS
Total Fees: $2, 098.39
This Payment: $2, 098.39 Total ALL Pmts: $2, 098.39
Balance: $0.00
********�*************************************************************r********�************
ACCOUNT ITEM L1ST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 671.75
PF 00100003112300 PLAN CHECK FEES 436.64
RF 11100003112700 RECREATION FEES 118.00
UT 11000003106000 USE TAX 4$ 868.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
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BUILDING PERMIT APPLICATION
Separate Permits are required for electrical,plumbing, mechanical, fireplace, etc
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; Property Information Work Class: ;
�� � New( ) Addition(fi} Remodel( ) Repair( )Other( ) `
Parcel#: 2/�/ �a�(- ��60' 9 9
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� Legal Description: Lot# Blk# � Work Type:
' � Interior( ) Exterior( ) Both�y�
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� Building Type:
j Job Name: N W �� /��n'1a17� L �
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Mailing Address:�SC�kc AL /}�►�t�✓�� 203� !!T� �F 1 ��Y� �- --- �m�
, #&Type of Existing Fireplaces: Gas Appliances(�() �
� (For Parcel#Contact Eagle County assessors Office at 9 0-328-8640 or i Gas Log O Wood/Pellet O Wood Burning O
; visit www.eaglecounty.us/patie) ; ;
� T �4���� �-����� � #&Type of Proposed Fireplaces: Gas Appliances( ) ;
` Valuations(Labor&Material)
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� Building$ ��� S�0 � __._____.,__.,�.�...._.___..�... _.__�._______�_...�..�.._._�
� i�Does a Fire Alarm Exist: Yes (�) No O ;
� Plumbing$ : �� _____._ _.._____ , __.__�_ ,__._____..��__._�__ r._ __�__. _.�
! Od � Monitored Alarm: Yes (� No O i
� Electrical$ ..3 q ,m---.--.--.-.._ .___.______�___._....._.__._..___---___.__._�_�.�.v__.�....._.,.
; ? Does a Fire Sprinkler System Exist: Yes {'r) No O _
; Mechanical$ �_.__.______,__._._..._.__...�.._..._..__....._. .�..._.._._.._._.__..____.____�
� ' l Date Received
� Total$ `� � yd(7 ;
' 1�=, � 1� U V l�
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TOWN OF VAIL
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Town of Vail
oFF�c� c
OPY
Presented to:
Mr. Dave Minick
Minick Construction
P.O. Box 4018
Vail, CO 81658
Performed&Prepared by:
� Mr. Steve Shurtliff
DS Consulting, Inc.
PO Box 6864
Avon, CO 81620
(303) 378-1544
Project Details:
DSC Project#: 2036
Conducted: March 2, 2010
� � I� � MC�
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MAR 0 4 2010
TOWN OF ViAIL
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On March 2, 2010, Mr. Steve Shurtliff of DS Consulting, Inc. (DSC) performed a limited inspection and
asbestos bulk-sampling at 600 Vail Valley Dr, Bldg A, Unit 109, Vail, Colorado, in order to identify
potentially hazardous friable and non-friable asbestos-containing materials (ACM) within a portion of the
above-referenced, single family residence in which renovations are scheduled. The Colorado Department
of Public Health and Environment's (CDPHE) Regulation 8, Part B defines an asbestos-containing materfal
(ACM)as a material containing more than 1% asbestos.
Mr. Shurtliff performed asbestos bulk-sampling of drywall (surfacing material) in a total of three (3)
locations within the lower level bedroom, as well as the upper level living room of the residence (see
Appendix A for sample locations). All three (3) bulk-samples were analyzed by Reservoirs Environmental,
Inc. (NVLAP #101896) with all three (3) laboratory results being non-detect for asbestos (see Appendix C
for laboratory results).
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March 3, 2010 Laboratory Code: RES
Subcontract Number. NA
Laboratory Report: RES 187705-1
Project#/P.O.# 2036
Project Description: 600 Vail Valley Dr.,Unit
Steve Shurtliff A109,Vail,CO
DS Consulting, Inc.
3247 S. Indiana St.
Lakewood CO 80228
Dear Customer,
Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene
and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab
Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM)
analysis and the American Industrial Hygiene Association(AIHA), Lab ID 101533-Accreditation Certificate
#480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both
Proficiency Testing and PAT programs respectively.
Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your
request. The analysis has been completed in general accordance with the appropriate methodology as
stated in the attached analysis table. The results have been submitted to your office.
RES 187705-1 is the job number assigned to this study. This report is considered highly confidential
and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study
with personnel other than those of the client. The results described in this report only apply to the samples
analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or
any agency of the U.S. Govemment. This report shall not be reproduced except in full, without written
approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer
� storage is requested. If you have any questions about this report, please feel free to call 303-964-1986.
Sincerely,
Jeanne Spencer Orr
President
�
Analyst(s):
Paul D. LoScalzo Wenlong Liu
Michael Scales Rich Wegrzyn
� Anita Bridges James Venendaal
� Adam Kinch Louis A. Church Jr.
s Robert R. Workman Jr.
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� P:303-964-1986 1-866-RESI-ENV
5801 Logan Street, Suite 100 Denver, CO 80216
F:303-477-4275 www.reilab.com
� Page 1 of 2
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RESERVOIRS ENVIRONMENTAL, INC.
NVLAP Lab Code 101896-0 Page 2 of 2
TDH Licensed Laboratory#30-0136
TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
RES Job Number: RES 187705-1
Ciient: DS Consultin�� Inc.
Client Project Number/P.O.: 2036
Client Project Description: 600 Vail Valley Dr., Unit A108,Vail,CO
Date Samples Received: March 3,2010
Analysis Type: PLM, Short Raport
Tumaround: 2 Hour
Date Analyzed: March 3, 2010
en a L estos ontent on on
Sample ID Numbsr A Sub Asbestos Fibrous
Number Y Physical Part Fibrous omponent
E Description (%) Minerai visuai omponents (%)
R Estimab X %
DW01-01 EM 535238 A White paint 2 ND 0 100
B White tape 5 ND 9S 5
C White compound (2 layers) 5 ND 0 100
D White/brown drywall 88 ND 15 85
D�AI01-02 EM 535239 A White palnt 2 ND 0 100
B White tape 5 ND 95 5
C White compound (2 layers) 5 ND 0 100
D White/brown drywall 88 ND 15 85
DW01-03 EM 535240 A White paint 2 ND 0 100
B White tape 5 ND 95 5
C White compound (2 layers) 5 ND 0 100
D White/brown drywall 88 ND 15 85
NIkNone Detacted
TR=Trace,<1%Visual Estimate
Trem-Act=Tremolite-Actinolite
Note:Further soalysis by T'EM is recommended for organicatly bound material(i.e.floor tile) Data QA
if PLM results are<1%.
VII. Recommendations
The laboratory results of the potential ACM sampled at 600 Vail Valley Dr, Bldg A, Unit 109, Vail,
Colorado, indicate that all three (3) bulk-samples of drywall collected from the lower level bedroom and
upper level living room were reported as non-detect for asbestos. Therefore, no professional abatement
activities are recommended to remove the above-referenced material.
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VI. Homogeneous Area Descriptions
The following section contains sampled HA descriptions and sample locations. Percent-asbestos content
for each sample indicated can vary depending on sample locations, homogeneity of the materials, and
type of application. The following samples were collected from the single family residence at 600 Vail
Valley Dr, Bldg A, Unit 109, Vail, Colorado, on March 2, 2010. The quantities are approximations and are
subject to field verification:
Sample#: DW01-01 Sample#: DW01-02
Sample Description: Drywa�l Sample Description: Drywall
Sample Location: Lower Level Bedroom Wall SQmple Locatron: Upper Level Living Room Wall
Material Classifrcation: Surfacing Material Moterial Clcrssi�'ication: Surfacing Material
Material Qua�tity: +/-200ftz Material Quantity: +/-200ft2
MateriQl Condition: Go� Material Condition: Good
Physical Description(layers): White paint;White Physrcal Description(layers): White paint;White
tape;White compound(2 layers);White/brown tape;White compound(2layers);White/brown
d all d all
Asbestos Content(layers): Non-detect; Non-detect; Asbestos Content�layers): Non-detect; Non-detect;
Non-detect Non-detect
Recornmendations: ��$Aj�-See Section VII RecommendQtions: GENERAL-See Section VII
Sam�le#: DW01-03
Sample Descriptiorr: Drywall
Sample Location: Upper Level Living Room Wall
Mater�al Classificotion: SurFacing Material
Materral Quant�ty: +/-200ft2
Mater�al Condidon: Good
Physical Description (layers): White paint;White
tape;White compound (2layers);White/brown
d all
Asbestos Content{(ayers): Non-detect; Non-detect;
Non-detect
Recommendations: GENERAL-See Section VII
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IV. Notes on Report Format
Suspect materials alike in appearance and application were sampled as HAs. Suspect materials were
divided into three classifications:
1. Surfacing Material: sprayed or troweled onto structural building member.
2. Thermal System Insulation (TSI):any type of pipe,boiler,tank,or duct insulation.
3. Miscellaneous Material: other suspect materials, floor tile, sheet vinyl/linoleum, ceiling tiles,
insulation,and finishing materials.
Condition assessments were performed by the accredited inspector at the time of inspection. Condition
assessments are listed in the following section. Ratings of "good," "damaged," and "significantly
damaged"are meant to indicate the overall condition of the material.
A material in "good" condition has no visible damage or deterioration, or showing only very limited
damage or deterioration.
A material in "damaged" condition has the following characteristics: The surface is crumbling, blistered,
water-stained, gouged, marred or otherwise abraded over less than one-tenth of the surface if the
damage is evenly distributed (one-quarter if the damage is localized). Accumulation of powder, dust or
debris similar in appearance to the suspect material on surfaces beneath the material can be used as
confirmatory evidence.
A material in"significandy damaged"condition has one or more of the following characteristics:
• The surface is crumbling or blistered over at least one-tenth of the surface if the damage is evenly
distributed (one-quarter if the damage is localized).
• One-tenth (one-quarter, if localized) of the material is hanging from the surface, deteriorated, or
showing adhesive failure.
• Water stains, gouges, or mars are over at least one-tenth of the surface if the damage is evenly
distributed (one-quarter if the damage is localized). Accumulation of powder, dust or debris
similar in appearance to the suspect material on surfaces beneath the material can be used as
confirmatory evidence.
Response-action recommendations for asbestos-containing HAs are listed in the section VII.
Recommendations may be for more than one HA, if materials are alike. Recommendations are either
"general" or "immediate." An immediate recommendation indicates the presence of asbestos greater
than 1% within the bulk-sample, or a bulk-sample in the same HA, and should be addressed accordingly.
A general recommendation indicates asbestos does not exist greater than 1%within the bulk-sample and
no further abatement activities are required for removal of the material.
V. Inspector Comments
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� No asbestos-containing material (ACM) was identified during the bulk-sampling conducted at 600 Vail
Valley Dr, Bldg A, Unit 109, Vail, Colorado. A total of three (3) bulk-samples were collected from drywall
j in the lower level bedroom as well as the upper level living room of the above-referenced residence
� where renovations will occur. All three (3) bulk-samples tested non-detect for asbestos.
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I. Introduction
A limited inspection and bulk-sampling for ACM was conducted at 600 Vail Valley Dr, Bldg A, Unit 109,
Vail, Colorado, by Mr. Shurtliff on March 2, 2010, at the request of Mr. Dave Minick with Minick
Construction. Mr. Shurtliff is a Colorado State Certified Building Inspector and has EPA Accreditation
#15413 (see Appendix B for certificate). The purpose of the inspection was to identify, sample and assess
potentially hazardous friable and non-friable ACM within the residence.
II. Structural Design
The structure is a two-level,single-family residence.
III. Sampling and Analytical Procedures
The inspection, assessment and sampling were conducted by an EPA and AHERA accredited Building
Inspector qualified by experience, education and training in the recognition of potential ACM and
approved bulk-sampling techniques. The asbestos bulk-sampling was conducted on suspect ACM with a
limited number of bulk-samples being collected within the residence.
The inspection, assessment and sampling were performed in accordance with Environmental Protection
Agency/AHERA recommended procedures. These procedures call for the visual inspection of the area of
concern and the collection and analysis of representative bulk-samples of suspect material.
Some minor destructive sampling was conducted. Walls, columns and perimeter pipe chases were not
broken into in order to locate and quantify suspect ACM. It should be noted that additional ACM might be
located in these and other inaccessible areas.
Random bulk-samples, representative of the suspect asbestos-containing building materials (ACBM) of
each homogeneous area (HA), were collected according to the guidelines published as Environmental
Protection Agency (EPA) Final Rule: Title II of the Toxic Substances Control Act (TSCA), 15 USC, Sections
2641 through 2654 and in compliance with 40 CFR, Part 763. Representative sampling is based on the
following criteria:
1. The distribution of the suspect material throughout the HA.
2. The suspect material's physical characteristics and application.
3. Random sampling patterns determined for each HA.
Suspect materials sampled and analyzed should be considered to be representative of materials in each
HA if they exhibit similar physical characteristics and the application of the sampled material can be
correlated to the application of un-sampled material. Bulk-samples collected were analyzed utilizing the
EPA's �od for the Determination ofAchPCtnc �n R.�)k Building Matprials (EPA 600/R/116, July, 1993)
and the McCrone Research Institute's The Asbestos Particle Atlnc as methods references. Analysis of the
ibulk-samples was performed on the"date reported,"as listed in the bulk-sample analysis repor�t.
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MinickConstruction
P.O. Box 4018
Vail, Co. 81658
Gross receipts: Feb. 09 through Feb. 10 $270,049.72
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KRM CONSULTANTS, INC.
b P.O.Box 4572 �7O_�4g_�3��
Vail,Colorado 8'I 658 FAX J4J-'I 577
FIELD REPORT
ro:
DATE: 6/1/2010
Minick Construction, Inc.
^ ARR/VE: 3:00 p.m.
P.O. Box 4018 ��(��
� DEPART: 3:30 p.m.
Vail,CO 81658
WEATHER: warm,sunny
� ATTENTION:
Dave Minick
JOB NUMBER: 0912-10
PROJECT: Northwoods A9(Espejo)
PRESENT AT SITE: Kim McGhee, Dave Minick
STATUS OF COMPLETION: structural framework complete
I observed the completed framing for the modifications to the existing structure. The cantilevered extensions to the steel
roof trusses have been installed and the new cantilevered deck framing is in place. Where we originally showed bolted
connections for the new steel beams and columns,welding was substituted after receiving verbal approval from us to do
so. The ftaming appears to be in substantial conformance with our plans and specifications and is acceptable as
constructed.
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SIGNED: .�•��y R. ,y�cF��,o
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Kimberly R. Mc ee, PE �' '•. .•'��
REVIEWED:
��S�C'PJ Al E��
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JUN o 3 2010
TOWN OF VAIl.
THUNDER MOUNTAIN TESTING
♦ ♦ ♦
2973 F.Road ♦ Grand Junctioa,CO 81504
(970)256-9965/Cell(970)210.7008/FAX(970)314-7067
Minick Construction May 25,2010
P.O.Box 4018
Vail,CO 81658
ATT'N: Mr.Dave Minick Permit#B09-0356
# RE: Northwoods Condominiums Project#PRJ09-0671
Unit A-09 Remodel
600 Vail Valley Drive
Vail,Colorado 81657
Dear Mr.Minick,
As requested,shuctural steel special inspection was conducted at the above referenced project per
the IBC 2009 Edition-Chapter 17:Structural Tests and Special Inspection and the Town of Vail
requirements.I azrived on site at 2:00 PM. I met with you on site to review project requirements and
specifications.The steel fabricator and erector for this project is Gupps Portable Welding in Denver,
Colorado.The welder qualification test reports for Mr.George Schrupp was reviewed and observed to be
acceptable with project specifications.Copies of test reports are on file with you.
Visual welding inspecrion was conducted at the Second Floor Framing Plan on the tube column to
beam,beam angle to beam flange,and 18 Gauge joist material fillet welded connections as required on
Sheet S3:Details 1,2,and 4 on approved jobsite drawings provided by KRM Consultants Inc.in Vail,CO:
Job#0912-10 dated 3-31-10.Inspection was conducted North of A line 8c 23-26.Fillet welds referenced
were observed to be as detailed and in compliance with project specificarions.
Continued inspection shall be conducted at a later date.
� Res ctfully Submitte Reviewed by: �
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Scott L.Maxwell ��L910A8201� Michael Allan Berry . • � 3 O O
AWS CWI#91040201 ' State of Colorado#3 � �
ICC Certified#0863569-S 1 &S 1 EXP.04/Ol/f 2 /(' �y
Thunder Mountain Testing �' .•' �►
�s�4NAt��6
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THUNDER MOUNTAIN TESTING
♦ ♦ ♦
2973 F.Road ♦ Grand Junction,CO 81504
(970)256-9965/Cell(970)210-7008/FAX(970)314-7067
Minick Construction June 8,2010
P.O.Box 4018
Vail,CO 81658
ATTN: Mr.Dave Minick Permit#B09-0356
9
RE: Northwoods Condominiums Project#PRJ09-0671
Unit A-09 Remodel
600 Vail Valley Drive
Vail,Colorado 81657
Dear Mr.Minick,
As requested,structural steel special inspection was conducted at the above referenced project per
the IBC 2009 Edition-Chapter 17: Structural Tests and Special Inspection and the Town of Vail
requirements.I received from you on 6-7-10 a copy of a field report from the project structural engineer
Ms.Kimberly R McGhee,PE with KRM Consultants,Inc.dated 6-1-10 reviewing the completed framing
to existing structure.Please refer to the attached report for project documentation.
Visual welding inspection was conducted via digital photos of four canrilevered e�ctensions to the
steel roof trusses.Drawings utilized for inspection were provided by KRM Consultants,Inc.Fillet welds on
trusses referenced appeazed to be as detailed and in compliance with project specificarions.
T'his concludes all required struct�u�al steel special inspection per Chapter 17 and project
specificarions for the Unit A-09 Remodel in Vail.Colorado.All documented areas of inspecrion aze in
compliance with project specificarions.
� Res ly Submi ed, Reviewed by: 4
SCOTf L MA�t.t �
Scott .Maxwe � q���1Q1 Michael Allan Be • � 3 O Q
AWS CWI#91040201 �, ����11 State ofColorado#3 J,a�
ICC Certified#0863569-S1 &S2 ��,'�� �
Thunder Mountain Testing �' '�• ,��
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K R M CONSULTANTS, INC. �
(J70] J4J-J3J'I =
P.D.Box 4572 FAX J4�-'I 577 �
Vail,Colorado 8'I 658 �
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RECORD �
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TO: Minick Construction, Inc. �
P.O. Box 4018 �
Vail, CO 81658 �
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DATE: 6/16/2010 JOB NUMBER: 0912-10 �'
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PROJECT: Northwoods A9(Espejo) �
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❑ RFI ❑ MEET/NG NOTES ❑ RESPONSE LAR/F/CATION/CHANGE �
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We were notified that the window header shown on the Roof Framing Plan, sheet S2, was installed as (3)-2x6's �
rather than the steel stud box beam per plan. This is an adequate substitution for this situation, and no further �
modifications are necessary. �
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Please cail with any questions. �
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KRM Consuitants, Inc. �
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Tim D. Hennum, PE •e ' �
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