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NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MWNO VVAII
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
NEW COMM BUILDING PERMIT Permit B09-0022
Project
Job Address: 560 E LIONSHEAD CR VAIL Status : ISSUED
Location......: ADJACENT TO CHAIR 8 Applied 02/26/2009
Parcel No....: 210107220001 Issued...: 09/01/2009
Expires...: 10/24/2009
OWNER VAIL CORP 02/26/2009
C/O VAIL RESORTS DEV CO
PO BOX 959
AVON
CO 81620
APPLICANT MCBOYD BUILDERS INC 02/26/2009 Phone: 328-5789
PO BOX 238
EAGLE
CO 81631
License: 776-B
CONTRACTOR MCBOYD BUILDERS INC
PO BOX 238
EAGLE
CO 81631
License: 776-B
02/26/2009 Phone: 328-5789
Description:
NEW RESTROOM AND MOUNTAIN OPERATIONS BUILDING (ADJACENT TO
CHAIR 8 SKI LIFT)
Occupancy Type
Totals...
Number of Dwelling Units:
Occupancy: B/S-2
Type Construction: VB
Town of Vail Adjusted Valuation: $758,000.00
Total Sq Ft Added: 2195
< FEE SUMMARY
Building Permit Fee------ >
$4,459.25
Will Call >
$4.00
Total Calculated Fees >
$24,956.76
Plan Check-------------------->
$2,898.51
Use Tax Fee--------------------- >
$14,960.00
Additional Fees----------------------->
14,960.00)
Add'I Plan Check Hours->
$440.00
Restuarant Plan Review
$0.00
TOTAL PERMIT FEES-------------->
$9,996.76
Investigation----------------->
$0.00
Recreation Fee---------------- >
$2,195.00
Payments >
$9,996.76
Total Calculated Fees >
$24,956.76
BALANCE DUE------------------------ >
$0.00
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTIO 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. g
~
Sig of Owner or ra ~r Date
Print Name
Factor Sq Feet Valuation
2,195 $758,000.00`
n ew_co n st ru ct i o n_pe rm i t_041908
APPROVALS
Permit B09-0022 as of 09-01-2009 Status: ISSUED
Item: 05100 BUILDING DEPARTMENT
02/27/2009 cg Action: CR
F:\cdev\CH RIS\PERMIT.COMMENTS\B09-0022\B09-0022. DOC
03/09/2009 cg Action: CR APPROVED REVISED
PLANS. STILL WAITING ON RESPONSE FOR SPECIAL INSPECTION
AGREEMENT AND SOILS REPORT. EMAILED KYLE W/VAIL RESORTS
04/09/2009 cgunion Action: COND special inspection
statement to be submitted by VRDC/contractor
08/31/2009 cg Action: AP APPROVED REVISIONS
TO APPROVED PLANS
Item: 05400 PLANNING DEPARTMENT
02/26/2009 bgibson Action: DN storage lockers
can not be installed on first floor in LMU1 District.
plans routed to Chris Gunion.
03/06/2009 bgibson Action: DN storage lockers
not permitted on first floor/street level
04/01/2009 bgibson Action: AP plans routed to
Chris Gunion
Item: 05600 FIRE DEPARTMENT
03/12/2009 mvaughan Action: DN 1. ventilation
system for ski shop not shown. Shall meet TOV ski shop
ordinance.
2. Fire department connections and staging
not identified.
03/26/2009 mcgee Action: CR 1. Sheet C 3 shows
"options" to installation design and references a pending
agreement between ERWSD and applicant.
Select and define which option the applicant wishes to
use and furnish copy of agreement.
2. Response comments indicate ski shop is for "binding
adjustment" only. Ski wax machines will require
compliance with Ski Shop Ordinance. Recommend applicant
comply with Ski Shop requirements as adopted by the
TOV.
3. Provide copy of written approval of gas meter location
from Xcel Energy.
4. FP1.1 Alternate to eliminate sprinklers in attic and
use fire retardant wood is not acceptable. This structure
is inaccessible. Construction type requies NFPA 13
compliant system throughout.
5. Crawl space may require fire sprinklers and
detection.
6. ERWSD requires PRV or waiver on water supply.
04/15/2009 mvaughan Action: AP crawl space issues
addressed. per owner rep, no waxing of skis to take place
on premise.
06/09/2009 McGee Action: AP Civil drawings
dated 6/3/09 approved with confirmation from Deborah
n ew_co n stru ct i o n_pe rm it_041908
Shaner, FPE and Fred Hassle, ERWSD.
HVAC plans revised to meet TOV Municipal Code Title
Ski Shop Requirements, apporved per ARC drawing 6 8 09.
Item: 05500 PUBLIC WORKS
03/06/2009 Salli Action: AP 1. Due to the
amount of disturbance to the rec path, full width
reconstruction will be required from the western most
limits of disturbance to the eastern most limits of
disturbance.
2. Public Way permit required prior to the
start of construction, submit Method of Handling Traffic
plan and traffic control plan with application.
See the Conditions section of this Document for any that may apply.
new_co n stru ction_pe rm it_041908
CONDITIONS OF APPROVAL
Permit B09-0022 as of 09-01-2009 Status: ISSUED
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: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 17
(BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE
ANY STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION IS
APPROVED BY THE TOWN OF VAIL.
Cond: 20
(BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS
ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED
FOR OCCCUPANCY.
Cond: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE
A FOOTING INSPECTION WILL BE CALLED FOR.
Cond: 35
(P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE
FOOTING INSPECTION.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: 5
(PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A
FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE
(ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY
DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF
THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING
FOOTPRINT SHALL BE INDICATED ON THE ILC.
Cond: CON0010619
SPECIAL INSPECTIONS REQUIRED PER IBC CH 17. SEE PLANS AND
FILE FOR LIST OF REQUIRED INSPECTIONS
Cond: CON0010620
NO SKI TUNING OR WAXING IS PERMITTED IN THE BUILDING.
VENTILATION SYSTEM WAS NOT PROVIDED. ARCHITECT AND OWNER
RESPONSE INDICATED NO WAXING OR TUNING WOULD BE DONE
n ew_co n s t r u ct i o n_pe rm it_041908
TOWN OF VAIL, COLORADO Statement
Statement Number: R090001115 Amount: $440.00 09/01/200911:35 AM
Payment Method: Check Init: SAB
Notation: 2743 MC BOYD
BUILDERS
Permit No: B09-0022 Type: NEW COMM BUILDING PERMIT
Parcel No: 2101-072-2000-1
Site Address: 560 E LIONSHEAD CR VAIL
Location: ADJACENT TO CHAIR 8
Total Fees: $9,996.76
This Payment: $440.00 Total ALL Pmts: $9,996.76
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
PF 00100003112300 PLAN CHECK FEES 440.00
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
TOWNOFVA[G '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
NEW COMM BUILDING PERMIT Permit B09-0022
Project
Job Address: Status ISSUED
Location......: ADJACENT TO CHAIR 8 Applied 02/26/2009
Parcel No....: 210107220001 Issued 04/2712009
Expires 10/24/2009
OWNER VAIL CORP 02/26/2009
C/O VAIL RESORTS DEV CO
PO BOX 959
AVON
CO 81620
APPLICANT MCBOYD BUILDERS INC 02/26/2009 Phone: 328-5789
PO BOX 238
EAGLE
CO 81631
License: 776-B
CONTRACTOR MCBOYD BUILDERS INC
PO BOX 238
EAGLE
CO 81631
License: 776-B
02/26/2009 Phone: 328-5789
Description:
NEW RESTROOM AND MOUNTAIN OPERATIONS BUILDING (ADJACENT TO
CHAIR 8 SKI LIFT)
Occupancy Type
Totals...
Number of Dwelling Units:
Occupancy: B/S-2
Type Construction: VB
Town of Vail Adjusted Valuation: $758,000.00
Total Sq Ft Added: 2195
FEE SUMMARY ,<....,,...<..,......<.....,,..«....,.....<...,.....,........,,.<.....,,...,..
Building Permit Fee------ > $4,459.25 Will Call > $4.00 Total Calculated Fees > $24,516.76
Plan Check--------------------> $2,898.51 Use Tax Fee--------------------- > $14,960.00 Additional Fees-----------------------> 14,960.00)
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review $0.00 TOTAL PERMIT FEES--------------> $9,556.76
Investigation-----------------> $0.00 Recreation Fee---------------- > $2,195.00
Payments > $9,556.76
Total Calculated Fees > $24,516.76 BALANCE DUE------------------------ > $0.00
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4:00 PM.
Signature of Owner or Contractor Date
Print Name
Factor Sq Feet Valuation
2,195 $758,000.00"`
new-construction-permit-041908
i
APPROVALS
Permit B09-0022 as of 06-29-2009 Status: ISSUED
Item: 05100 BUILDING DEPARTMENT
02/27/2009 cg Action: CR
F:\cdev\CHRIS\PERMIT.COMMENTS\B09-0022\B09-0022. DOC
03/09/2009 cg Action: CR APPROVED REVISED
PLANS. STILL WAITING ON RESPONSE FOR SPECIAL INSPECTION
AGREEMENT AND SOILS REPORT. EMAILED KYLE W/VAIL RESORTS
04/09/2009 cgunion Action: COND special inspection
statement to be submitted by VRDC/contractor
Item: 05400 PLANNING DEPARTMENT
02/26/2009 bgibson Action: DN storage lockers
can not be installed on first floor in LMU1 District.
plans routed to Chris Gunion.
03/06/2009 bgibson Action: DN storage lockers
not permitted on first floor/street level
04/01/2009 bgibson Action: AP plans routed to
Chris Gunion
Item: 05600 FIRE DEPARTMENT
03/12/2009 mvaughan Action: DN 1. ventilation
system for ski shop not shown. Shall meet TOV ski shop
ordinance.
2. Fire department connections and staging
not identified.
03/26/2009 mcgee Action: CR 1. Sheet C 3 shows
"options" to installation design and references a pending
agreement between ERWSD and applicant.
Select and define which option the applicant wishes to
use and furnish copy of agreement.
2. Response comments indicate ski shop is for "binding
adjustment" only. Ski wax machines will require
compliance with Ski Shop Ordinance. Recommend applicant
comply with Ski Shop requirements as adopted by the
TOV.
3. Provide copy of written approval of gas meter location
from Xcel Energy.
4. FP1.1 Alternate to eliminate sprinklers in attic and
use fire retardant wood is not acceptable. This structure
is inaccessible. Construction type requies NFPA 13
compliant system throughout.
5. Crawl space may require fire sprinklers and
detection.
6. ERWSD requires PRV or waiver on water supply.
04/15/2009 mvaughan Action: AP crawl space issues
addressed. per owner rep, no waxing of skis to take place
on premise.
06/09/2009 McGee Action: AP Civil drawings
dated 6/3/09 approved with confirmation from Deborah
Shaner, FPE and Fred Hassle, ERWSD.
new-construction-permit-041908
HVAC plans revised to meet TOV Municipal Code Title
Ski Shop Requirements, apporved per ARC drawing 6 8 09.
Item: 05500 PUBLIC WORKS
03/06/2009 Salli Action: AP 1. Due to the
amount of disturbance to the rec path, full width
reconstruction will be required from the western most
limits of disturbance to the eastern most limits of
disturbance.
2. Public Way permit required prior to the
start of construction, submit Method of Handling Traffic
plan and traffic control plan with application.
See the Conditions section of this Document for any that may apply.
new-construction-permit-041908
CONDITIONS OF APPROVAL
Permit B09-0022 as of 06-29-2009 Status: ISSUED
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: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 17
(BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE
ANY STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION IS
APPROVED BY THE TOWN OF VAIL.
Cond: 20
(BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS
ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED
FOR OCCCUPANCY.
Cond: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE
A FOOTING INSPECTION WILL BE CALLED FOR.
Cond: 35
(P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE
FOOTING INSPECTION.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: 5
(PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A
FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE
(ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY
DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF
THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING
FOOTPRINT SHALL BE INDICATED ON THE ILC.
Cond: CON0010619
SPECIAL INSPECTIONS REQUIRED PER IBC CH 17. SEE PLANS AND
FILE FOR LIST OF REQUIRED INSPECTIONS
Cond: CON0010620
NO SKI TUNING OR WAXING IS PERMITTED IN THE BUILDING.
VENTILATION SYSTEM WAS NOT PROVIDED. ARCHITECT AND OWNER
RESPONSE INDICATED NO WAXING OR TUNING WOULD BE DONE
new_construction_perm it_041908
Department of Community Development: `
75 South Frontage Road
1 Vail, `Color5gw 8 '
Tel' 97071,~
4 e 7 4
.Fad 97W.
4 .
~JVeo vvWyv ¢
Development te. eww o ~ tnatQ.
tia~^ziaL~2.,,! ~-:y VJ j
TRANSMITTAL 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:
Revisions
( ) Response to Correction Letter
_attached copy of correction letter
( ) Deferred Submittal
( ) Other
Project Street Address:
&0o L~ons~izc ~L "d
(Number) (Street)
Description / List of Changes:
(Suite A 6
(S
Building/Complex Name: LrDilShx~~ ~-r~~ (I h S ~ ZfAIt 5fdJ`
Contractor Information:
Company: Imp ~;t oD LA. (&Y-y
Company Address: 2-30
City: State: (-.,0 Zip:
Contact Name:
Contact Phone:
E-Mail ) A hie-16 f D C-
~ e"4, ry P_ ~ . n e-T
Town of Vail Contractor Registration No.:
- i
-Poo-c I&dwale-
i' S C_ A s i i
Contractor Signature (required)
Valuations (Labor & Material))
i
Building:
Plumbing:
Electrical:
Mechanical:
Total:
i
(use additional sheet if necessary)
Date Received:
JUL 2 2 2009
TOWN OF VAIL
29-May-09
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ON,
RI Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
NEW COMM BUILDING PERMIT Permit M B09-0022
Project ek `)-l -(,93,
Job Address: 600 LIONSHEAD MALL VAIL
Location......: ADJACENT TO CHAIR 8
Parcel No....: 210107220001
OWNER VAIL CORP 02/26/2009
C/O VAIL RESORTS DEV CO
PO BOX 959
AVON
CO 81620
APPLICANT MCBOYD BUILDERS INC 02/26/2009 Phone: 328-5789
PO BOX 238
EAGLE
CO 81631
License: 776-B
CONTRACTOR MCBOYD BUILDERS INC 02/26/2009 Phone: 328-5789
PO BOX 238
EAGLE
CO 81631
License: 776-B
Description:
NEW RESTROOM AND MOUNTAIN OPERATIONS BUILDING (ADJACENT TO
CHAIR 8 SKI LIFT)
Occupancy Type
Totals...
Number of Dwelling Units:
Occupancy: B/S-2
Type Construction: VB
Factor Sq Feet Valuation
2,195 $758,000.00'
Town of Vail Adjusted Valuation:
Total Sq Ft Added:
Status :
ISSUED
Applied . . :
02/26/2009
Issued
04/27/2009
Expires
10/24/2009
$758,000.00
2195
.....................x FEE SUMMARY
Building Permit Fee------ >
$4,459.25
Will Call >
$4.00
Total Calculated Fees >
$24,516.76
Plan Check-------------------->
$2,898.51
Use Tax Fee >
$14,960.00
Additional Fees----------------------->
14,960.00)
Add'I Plan Check Hours->
$0.00
Restuarant Plan Review
$0.00
TOTAL PERMIT FEES-------------->
$9,556.76
Investigation >
$0.00
Recreation Fee---------------- >
$2,195.00
Payments >
$9,556.76
Total Calculated Fees >
$24,516.76
BALANCE DUE------------------------ >
$0.00
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4:00 PM.
i e of Owner or contractor Date
i r1el 2!V
Print Name
n ew_co n st ru ct i o n_pe rm it_041908
APPROVALS
Permit B09-0022 as of 04-27-2009 Status: ISSUED
Item: 05100 BUILDING DEPARTMENT
02/27/2009 cg Action: CR
F:\cdev\CH RIS\PERMIT.COMMENTS\B09-0022\B09-0022. DOC
03/09/2009 cg Action: CR APPROVED REVISED
PLANS. STILL WAITING ON RESPONSE FOR SPECIAL INSPECTION
AGREEMENT AND SOILS REPORT. EMAILED KYLE W/VAIL RESORTS
04/09/2009 cgunion Action: COND special inspection
statement to be submitted by VRDC/contractor
Item: 05400 PLANNING DEPARTMENT
02/26/2009 bgibson Action: DN storage lockers
can not be installed on first floor in LMU1 District.
plans routed to Chris Gunion.
03/06/2009 bgibson Action: DN storage lockers
not permitted on first floor/street level
04/01/2009 bgibson Action: AP plans routed to
Chris Gunion
Item: 05600 FIRE DEPARTMENT
03/12/2009 mvaughan Action: DN 1. ventilation
system for ski shop not shown. Shall meet TOV ski shop
ordinance.
2. Fire department connections and staging
not identified.
03/26/2009 mcgee Action: CR 1. Sheet C 3 shows
"options" to installation design and references a pending
agreement between ERWSD and applicant.
Select and define which option the applicant wishes to
use and furnish copy of agreement.
2. Response comments indicate ski shop is for "binding
adjustment" only. Ski wax machines will require
compliance with Ski Shop Ordinance. Recommend applicant
comply with Ski Shop requirements as adopted by the
TOV.
3. Provide copy of written approval of gas meter location
from Xcel Energy.
4. FP1.1 Alternate to eliminate sprinklers in attic and
use fire retardant wood is not acceptable. This structure
is inaccessible. Construction type requies NFPA 13
compliant system throughout.
5. Crawl space may require fire sprinklers and
detection.
6. ERWSD requires PRV or waiver on water supply.
04/15/2009 mvaughan Action: AP crawl space issues
addressed. per owner rep, no waxing of skis to take place
on premise.
Item: 05500 PUBLIC WORKS
03/06/2009 Salli Action: AP 1. Due to the
amount of disturbance to the rec path, full width
reconstruction will be required from the western most
new_construction_perm it_041908
limits of disturbance to the eastern most limits of
disturbance.
Public Way permit required prior to the
start of construction, submit Method of Handling Traffic
plan and traffic control plan with application.
See the Conditions section of this Document for any that may apply.
new-con struction_pe rm it_041908
CONDITIONS OF APPROVAL
Permit • B09-0022 as of 04-27-2009 Status: ISSUED
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: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 17
(BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE
ANY STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION IS
APPROVED BY THE TOWN OF VAIL.
Cond: 20
(BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS
ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED
FOR OCCCUPANCY.
Cond: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE
A FOOTING INSPECTION WILL BE CALLED FOR.
Cond: 35
(P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE
FOOTING INSPECTION.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: 5
(PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A
FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE
(ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY
DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF
THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING
FOOTPRINT SHALL BE INDICATED ON THE ILC.
Cond: CON0010619
SPECIAL INSPECTIONS REQUIRED PER IBC CH 17. SEE PLANS AND
FILE FOR LIST OF REQUIRED INSPECTIONS
Cond: CON0010620
NO SKI TUNING OR WAXING IS PERMITTED IN THE BUILDING.
VENTILATION SYSTEM WAS NOT PROVIDED. ARCHITECT AND OWNER
RESPONSE INDICATED NO WAXING OR TUNING WOULD BE DONE
new_construction_perm it_041908
Department. of. Community Deveioi
2 75 South Frontage
• cu1i w,.A..
Y 4_
11Ve~1
Developmentg
BUILDING P6r--'RMIT APPLICATION
Separate permits are required for ele-tiica.l, plumbing, mechanical, fireplace, etc.
Project Street Address:
(Number) (Street) (!.rite
Building/Complex Name: O*rJS'POO D O TO-50,- T v r.-r
Contractor Information:
;c--~ipany: 0*40#99Z 17 L GO ,G?
company Address: 7015" ?cer
Cit;c AVbrr State: G" Zip: ~1 GZo - _
_ ,tact Name: I`v'lLE ~~Gtff'i~'H
{;ontact Phone:
//pp303- 8$S '!o~'~
M ait k l 1~'-i'Nt, Yc, Utz orG'cS . C.o
4n of Vail Contractor Registration No.:(J'
o - -
.{cpi or i re (required)
Owovoyc
P •operty Information
Parcel 9101 ' - ~ 000 - _
Q'or parcel contact Eagle County Assessors Office at 970-328-8640 or
visit www.eaglecouty.us/patie)
` anant Name:
Owner Name: Vk11. C01-P
Valuations (Labor & Material))
Building:
Plumbing:
Electrical:
Mechanical:
Total:
$ 113, 000
$ Vo _4 y , d
$ 70, 000
$ 7S,ooe
4 W54'z'~
_x
Office Ure: IF ~ 1 0
Project 1~p- tlJt
DRB _P~F1CT I O "1 Z
Bi iildin Pe:' ii'. _ Q//~~
V 2,
L# ~ rr--
71Bh ck Subdivision:L~on~ to
~,.s-.-
Detailed Description of Work: 1e6-!'LrKE 6-9 •%T7fy
~EST~~vo vi~✓ 0P.5 SP4-r_!~_
(use additicnal sheet if necessary)
New F xdidon Remodel ( ) Repair (
) Other ( )
tNork I yr)e
Interior ( ; Exterior ( ) Both 96
Type of Duildiag:
Single-Family ( ) Duplex ( ) Multi-Family ( )
Commerc ai ) Other ( }
Does a Fire Alarm Exist? Yes (Iy
No(
)
Monitored Alwrr,? Yes()()
No(
)
Does a Sprinkler System Exist? Yes
)
No(
# & Type of Existing Fireplaces: Gas Appliances
Gas Lo,:, Wood/Pellet Wood Burning
# & Type of Proposed Fireplaces: Gas Appliances
Gas Log Wood/Pellet Wood Burning _
Date Received:
I PP . gr if s.s-"
TOWN OF VAIL
TOWN OF VAIL, COLORADO Statement
Statement Number: R090000368 Amount: $6,658.25 04/27/200904:58 PM
Payment Method: Check Init: JLE
Notation: 472965 VAIL
RESORTS
Permit No: B09-0022 Type: NEW COMM BUILDING PERMIT
Parcel No: 2101-072-2000-1
Site Address: 600 LIONSHEAD MALL VAIL
Location: ADJACENT TO CHAIR 8
Total Fees: $9,556.76
This Payment: $6,658.25 Total ALL Pmts: $9,556.76
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
BP 00100003111100 BUILDING PERMIT FEES 4,459.25
RF 11100003112700 RECREATION FEES 2,195.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
TOWN OF VAIL, COLORADO Statement
Statement Number: R090000193 Amount: $2,898.51 02/26/200902:26 PM
Payment Method:Credit Crd Init: JLE
Notation: kyle griffith
Permit No: B09-0022 Type: NEW COMM BUILDING PERMIT
Parcel No: 2101-072-2000-1
Site Address: 600 LIONSHEAD MALL VAIL
Location: ADJACENT TO CHAIR 8
Total Fees: $22,321.76
This Payment: $2,898.51 Total ALL Pmts: $2,898.51
Balance: $19,423.25
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
PF 00100003112300 PLAN CHECK FEES 2,898.51
1
KOECHLEIN CONSULTING ENGINEERS, INC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
GEOTECHNICAL INVESTIGATION
PROPOSED SKIER SERVICES BUILDING
EAGLE BARN GONDOLA - VAIL MOUNTAIN
VAIL, COLORADO
Prepared for:
Matt Rogers
Vail Resorts Development Company
P.O. Box 959
Avon, Colorado 81620-0959
Job No. 06-131
November 15, 2006
DENVER: 12364 West Alameda Prkwy., Suite 115, Lakewood, CO 80228 (303) 989-1223
A VONISIL VER THORNE: (970) 949-6009
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 06-131 Consulting Geotechnical Engineers
TABLE OF CONTENTS
SCOPE
EXECUTIVE SUMMARY
SITE CONDITIONS
3
PROPOSED CONSTRUCTION
4
SUBSURFACE INVESTIGATION
4
SUBSURFACE CONDITIONS
5
EXISTING STRUCTURES
6
EXISTING FILL
7
GROUND WATER
7
EXCAVATIONS
8
FOUNDATIONS
8
Spread Footing Foundation System
10
Drilled Pier Foundation System
11
Helical Pier/Screw Pile Foundation System
13
FLOOR SYSTEMS
14
SLABS-ON-GRADE
15
FOUNDATION DRAINAGE
16
LATERAL WALL LOADS
17
RETAINING WALLS
18
SURFACE DRAINAGE
18
IRRIGATION
19
COMPACTED FILL
20
LIMITATIONS
21
VICINITY MAP Fig. 1
LOCATIONS OF EXPLORATORY BORINGS Fig. 2
LOGS OF EXPLORATORY BORINGS Fig. 3
LEGEND OF EXPLORATORY BORINGS Fig. 4
GRADATION TEST RESULTS Figs. 5 and 6
FOUNDATION EXCAVATION RECOMMENDATION Fig. 7
TYPICAL WALL DRAIN DETAIL Fig. 8
SUMMARY OF LABORATORY TEST RESULTS Table I
I 4
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 06-131 Consulting Geotechnical Engineers
SCOPE
This report presents the results of a geotechnical investigation for the proposed
skier services building to be constructed northeast of the Eagle Bahn Gondola and
directly adjacent to Chair #8 at Vail Mountain in Vail, Colorado. The approximate site
location is shown on the Vicinity Map, Fig. 1. The purpose of this investigation was to
evaluate the subsurface conditions at the site and to provide geotechnical
recommendations for the proposed construction.
This report includes descriptions of subsurface soil and ground water conditions
encountered in the exploratory borings, recommended foundation systems, and
recommended foundation design and construction criteria. This report was prepared from
data developed during our field investigation, laboratory testing, and our experience with
similar projects and subsurface conditions in the area.
The recommendations presented in this report are based on the proposed skier
services building to be constructed at the approximate location shown on the Locations of
Exploratory Borings, Fig. 2. A summary of our findings and conclusions are presented in
the following paragraphs.
EXECUTIVE SUMMARY
1. The subsurface conditions encountered in the exploratory borings varied.
The subsurface conditions encountered in exploratory boring TH-1
consisted of existing fill to a depth of 6.0 feet. The existing fill is
characterized by loose to dense, silty sand with gravel and cobbles. The
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 06-131 Consulting Geotechnical Engineers
existing fill is underlain by a loose silt to a depth of 10.0 feet. Below the
silt, to the maximum depth explored of 13.0 feet, the subsurface conditions
consisted of a medium dense to dense, silty sand with gravel, cobbles, and
scattered boulders. The subsurface conditions encountered in TH-2
consisted of existing fill to a depth of 1.0 foot. The existing fill is
characterized by loose to dense silty sand with gravel and cobbles. The
existing fill is underlain by a medium dense to dense, silty sand with
gravel, cobbles, and scattered boulders to the maximum depth explored of
15.0 feet. The subsurface conditions encountered in TH-3 consisted of
existing fill to a depth of 14.0 feet. The existing fill is characterized by
loose to dense silty sand with gravel and cobbles. Below the existing fill,
to the maximum depth explored of 30.0 feet, the subsurface conditions
consisted of a medium dense to dense silty sand with gravel, cobbles, and
scattered boulders. Practical drill refusal occurred in exploratory boring
TH-1 at a depth of 13.0 feet on a boulder.
2. Ground water was encountered in exploratory boring TH-2 at a depth of
10.5 feet and in boring TH-2 at a depth of 17.5 feet. Ground water was
not encountered in exploratory boring TH-I to the maximum depth
explored of 13.0 feet.
3. Up to 14.0 feet of existing fill was encountered on this site. Greater
depths of fill could be encountered across the site. Based on the drilling
characteristics and observed quality of fill, it is our opinion that the
existing fill was not placed in a controlled manner. Therefore, special
considerations will need to be taken for the proposed construction. Refer
to the EXISTING FILL section of this report.
4. We anticipate that the soils at the foundation elevation for the proposed
building will consist of existing uncontrolled fill. Since the existing fill
was placed in an uncontrolled manner, special consideration must be taken
when selecting a foundation system for the proposed skier services
building. Refer to the FOUNDATIONS section of this report for more
details.
5.In our opinion, the existing uncontrolled fill will not safely support slabs-
on-grade floors. Refer to the FLOOR SYSTEMS section of this report for
complete recommendations.
2
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
6.We anticipate that the subsurface conditions at the proposed slabs-on-grade
elevations will consist of existing fill. Refer to the SLABS-ON-GRADE
section of this report for complete recommendations.
7.Since cobbles and scattered boulders were encountered in the exploratory
borings, we anticipate that heavy duty construction equipment will be
necessary to complete the required excavation for the proposed building.
Refer to the EXCAVATIONS section of this report for complete
recommendations.
8.Draina ge around the building should be designed and constructed to
provide for rapid removal of surface runoff and avoid concentration of
water adjacent to foundation walls. Refer to the SURFACE DRAINAGE
section of this report for additional recommendations.
9.The potentia I for radon gas is a concern in the area. Building design should
include ventilation systems for under floor areas. Refer to the RADON
section of this report for additional details.
10. Mold has become a concern with new construction. Refer to the MOLD
section of this report for additional details
SITE CONDITIONS
The proposed skier services building will be constructed northeast of the Eagle
Bahn Gondola, directly adjacent to Chair #8 at Vail Mountain in Vail, Colorado. The site
is bordered on the north by an access road, to the east and south by Gore Creek, and to the
west by Chair Lift #8. Currently the site is occupied by an existing wood frame trailer.
The wood frame trailer consists of a single-story building with a structural floor and
exterior slabs-on-grade. Topography of the site has an approximate slope of 5 percent to
the southeast and an approximate slope of 30 percent from the access road to 20.0 feet
3
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC.
JobNo.06-131 Consulting Geotechnical Engineers
south of the existing trailer. Vegetation has been stripped off of the site prior to our
investigation, but large pine trees line the adjacent stream.
PROPOSED CONSTRUCTION
A preliminary site plan was provided by Alpine Engineering prior to our field
investigation. The area of the existing wood frame skier services trailer will be converted
to a permanent skier services building. We anticipate that the proposed permanent
building will consist of a single-story building that will house skier services. We
anticipate that the proposed building will be of cast-in-place concrete and wood frame
construction with a structural floor. We do not anticipate that a below grade area will be
constructed for the proposed building. We anticipate that excavations of up to 4 feet
could be required for construction of the proposed building. Anticipated structural loads
for the proposed skier services building are assumed to be those normally associated with
light commercial construction.
SUBSURFACE INVESTIGATION
Subsurface conditions were investigated at this site on November 1, 2006 by
drilling three exploratory borings (TH-I thru TH-3) with a 4-inch diameter solid stem
continuous flight power auger mounted on a truck drill rig. The approximate locations of
the borings are shown on the Locations of Exploratory Borings, Fig. 2. An engineer from
4
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 06-131 Consulting Geotechnical Engineers
our office was on the site to supervise the drilling of the exploratory borings and visually
classify and document the subsurface soils and ground water conditions. The engineer
also obtained representative samples of the soils within the exploratory borings to be
examined in our laboratory. A description of the subsurface soils encountered in the
exploratory borings is presented in the Logs of Exploratory Borings, Fig. 3; and the
Legend of Exploratory Borings, Fig. 4.
The laboratory investigation included visual classification of all samples and
testing of selected samples for natural moisture content, natural dry density, gradation
properties, and Atterberg limits. Results of the laboratory tests are presented on the Logs
of Exploratory Borings, Fig. 3; on the Gradation Test Results, Figs 5 and 6; and the
Summary of Laboratory Test Results, Table I.
SUBSURFACE CONDITIONS
The subsurface conditions encountered in the exploratory borings varied. The
subsurface conditions encountered in exploratory boring TH-1 consisted of existing fill to
a depth of 6.0 feet. The existing fill is characterized by a brown to red-brown, moist,
loose to dense, silty sand with gravel and cobbles. The existing fill is underlain by a
black, moist, loose, silt to a depth of 10.0 feet. Below the silt, to the maximum depth
explored of 13.0 feet, the subsurface conditions consisted of an orange to brown, moist to
wet, medium dense to dense, silty sand with gravel, cobbles, and scattered boulders. The
5
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC.
JobNo.06-131 Consulting Geotechnical Engineers
subsurface conditions encountered in TH-2 consisted of existing fill to a depth of 1.0
foot. The existing fill is characterized by a brown to red-brown, moist, loose to dense
silty sand with gravel and cobbles. The existing fill is underlain by an orange to brown,
moist to wet, medium dense to dense, silty sand with gravel, cobbles, and scattered
boulders to the maximum depth explored of 15.0 feet. The subsurface conditions
encountered in TH-3 consisted of existing fill to a depth of 14.0 feet. The existing fill is
characterized by a brown to red-brown, moist, loose to dense, silty sand with gravel and
cobbles. Below the existing fill, to the maximum depth explored of 30.0 feet, the
subsurface conditions consisted of an orange to brown, moist to wet, medium dense to
dense silty sand with gravel, cobbles, and scattered boulders. Practical drilling refusal
was encountered in exploratory boring TH-1 at a depth of 13.0 feet on a boulder.
Ground water was encountered in exploratory boring TH-2 at a depth of 10.5 feet
and in exploratory boring TH-3 at a depth of 17.5 feet. Ground water was not
encountered in exploratory boring TH-1 to the maximum depth explored of 13.0 feet.
EXISTING STRUCTURES
We understand that the existing wood frame trailer will be removed prior to the
beginning of the proposed construction. The area of the existing wood frame skier
services trailer will be converted to a permanent skier services building. Exterior slabs-
on-grade were observed during our field investigation. We recommend that the existing
6
November 15, 2006 KOECIILEIN CONSULTING ENGINEERS, INC.
JobNo.06-131 Consulting Geotechnical Engineers
slabs-on grade and any foundation systems, if present, be completely removed prior to
construction of permanent skier services building. If necessary approved, properly
moisture conditioned and compacted structural fill may be placed after removal of the
existing slabs-on-grade and foundation systems. Refer to the COMPACTED FILL
section of this report for fill recommendations.
EXISTING FILL
Existing fill was encountered on this site to varying depths of 1.0 to 14.0 feet.
However, greater depths of fill could be encountered across the site. Based on the drilling
characteristics and the quality of fill, it is our opinion that the existing fill was not placed
in a controlled manner. It has been our experience that when uncontrolled fill is loaded,
large differential movement can occur. This differential movement can result in damage
to structures constructed on the uncontrolled fill. Due to the presence of the existing
uncontrolled fill special considerations should be taken when considering a foundation
system for the proposed skier services building. Refer to the FOUNDATIONS section of
this report for recommendations.
GROUND WATER
At the time of this investigation, ground water was encountered in exploratory
boring TH-2 at a depth of 10.5 feet and in boring TH-3 at a depth of 17.5 feet. Ground
water was not encountered in exploratory boring TH-I to the maximum depth explored of
7
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
13.0 feet. Our investigation was conducted during a dry time of year. It is possible that
ground water could be encountered at shallower depths during wetter times of the year.
Based on the subsurface conditions encountered, we do not anticipate that ground water
will adversely influence the construction of the proposed building.
EXCAVATIONS
We anticipate that excavations of up to 4 feet could be required during
construction of the proposed skier services building. Since cobbles and scattered
boulders were encountered in the exploratory borings, it is our opinion that heavy duty
construction equipment will be necessary to complete the required excavations. Care
needs to be exercised during construction so that the excavation slopes remain stable. In
our opinion, the existing sand fill and the natural silty sand with gravel, cobbles, and
scattered boulders will classify as a Type B soil in accordance with OSHA regulations.
The loose silt will classify as a Type C soil in accordance with OSHA regulations.
OSHA regulations should be followed in any excavations or cuts.
FOUNDATIONS
We anticipate that the subsurface conditions at the foundation elevation for the
proposed building will consist of existing fill underlain by either loose silt or medium
dense, silty sand with gravel, cobbles, and scattered boulders. Because we believe that
8
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
the existing fill is uncontrolled, it is our opinion that that the existing fill will not safely
support a shallow foundation system for the proposed building. In order to safely support
the proposed building on a shallow foundation system all of the existing fill must be
removed and replaced with properly moisture treated and compacted structural fill. Due
to the depth and quality of the existing fill we do not believe that supporting the proposed
building on a shallow foundation, after removing and replacing all of the existing fill with
approved structural fill, would be an economic foundation alternative.
In situations where a structure without a below grade area is to be constructed
over a deep uncontrolled fill, a more economic foundation option is typically a deep
foundation system. In our opinion a deep foundation system bearing in the natural silty
sand with gravel, cobbles, and scattered boulders will safely support the proposed skier
services building with a low risk of movement. Two deep foundation systems that have
successfully been used in similar conditions are drilled piers and helical piers/screw piles.
The following sections present foundation systems that may be used at this site.
9
November 15, 2006
Job No. 06-131
Spread Footing Foundation System
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
In our opinion, spread footings could be used to support the proposed skier
services building, provided that all of the existing fill is removed and replaced
with properly moisture treated and compacted structural fill. We recommend that
the spread footing foundation system be designed and constructed to meet the
following criteria:
1. All existing uncontrolled fill must be removed and replaced with
properly moisture treated and compacted structural fill prior to
construction of the foundation system. Footings may be constructed on
the new structural fill.
2. We recommend wall and column footings be designed for a maximum
allowable soil bearing pressure of 2,500 psf.
3. Fill was encountered across the site at varying depths from 1.0 to 14.0
feet. Greater depths of fill may be encountered. All existing fill
beneath the proposed foundations must be removed and replaced with
compacted structural fill prior to any new construction.
4. Compacted fill placed beneath spread footings should extend at a 1 to 1
(Horizontal to Vertical) slope from the outside edge of the footings.
Excavation recommendations beneath spread footings are shown in the
Foundation Excavation Recommendation, Fig. 7.
5. Wall footings and foundation walls should be designed to span a
distance of at least 10.0 feet in order to account for anomalies in the
compacted fill.
6. The base of the exterior footings should be established at a minimum
depth below the exterior ground surface, as required by the local
building code. We believe that the depth for frost protection in the
local building code in this area is 48 inches.
10
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
7. Column footings should have a minimum dimension of 24 inches
square and continuous wall footings should have a minimum width of
16 inches. Footing widths may be greater to accommodate structural
design loads.
8. Structural fill should be placed and compacted as outlined in the
COMPACTED FILL section of this report. We recommend that a
representative of our office observe and test the placement and
compaction of structural fill used in foundation construction. It has
been our experience that without engineering quality control,
inappropriate construction techniques occur which result in
unsatisfactory foundation performance.
9. We recommend that a representative of our office should observe the
completed over excavation prior to the placement of structural fill.
Variations from the conditions described in this report, which were not
indicated by our exploratory borings, can occur. The representative can
observe the excavation to evaluate the exposed subsurface conditions
and make the necessary recommendations.
Drilled Pier Foundation System
In our opinion, the proposed skier services building may also be supported
by a drilled pier foundation system. We recommend that a drilled pier foundation
system at this site be designed and constructed to meet the following criteria:
1. Drilled piers should extend into the natural silty, cobbly, gravelly
sand.
2. Piers may be designed for a maximum allowable end bearing pressure
of 7,000 psf.
3. The piers should penetrate at least 3.0 feet into the natural silty sand
with gravel, cobbles, and scattered boulders.
II
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC
Job No. 06-131 Consulting Geotechnical Engineers
4. All pier reinforcement should be designed and specified by the
structural engineer. Reinforcement should extend the full length of
the pier and into the grade beam.
5. The top of the piers should be constructed with uniform cylindrical
sides. Sono tube forming may be necessary to achieve uniform
cylindrical sides on the top of the drilled piers.
6. Piers should be spaced center to center at a minimum of 3 pier
diameters. Piers closer than 3 pier diameters should be designed as a
group. Special installation techniques will be required for piers
spaced closer than 3 pier diameters.
7. If ground water is encountered during construction of the drilled piers,
casing could be required. An adequate head of concrete should be
maintained within the casing at all times during the removal of the
casing to prevent soil and water intrusion. Concrete placement should
not be initiated if more than 3 inches of water is present in the drilled
pier hole.
8. All piers should be cleaned of cuttings and soft materials prior to the
placement of concrete.
9. If ground water is encountered during installation of the drilled piers,
the concrete should be placed in the pier hole immediately after the
holes are drilled, cleaned, dewatered, observed, and the reinforcing
steel set.
10. Concrete must be placed in the pier hole the day of drilling. Pier
holes may not be left open overnight.
11. If cobbles and/or boulders are encountered, pier drilling may be
difficult. The drilling contractor may have to relocate piers to avoid
the debris and achieve the required penetration. The structural
engineer must be consulted to evaluate the relocation of any piers
during construction.
12. A representative from our office should be on-site full time to observe
the installation of the drilled piers. Our representative will be able to
observe the conditions exposed by the installation of the drilled piers,
12
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 06-131 Consulting Geotechnical Engineers
to check the pier construction procedures for proper cleaning of the
pier holes and to observe and test concrete placement.
Helical Pier/Screw Pile Foundation System
Another deep foundation system that may be used to support the proposed
skier services building is helical piers/screw piles. Helical piers consist of square
shafts with helices (helical plates) welded onto the shaft. Screw piles consist of
hollow round shafts with helices (helical plates) welded onto the shaft. Helical
piers and/or screw piles are rotated into the ground until an adequate bearing
material is reached. For this project the helical piers/screw piles will bear in the
natural silty sand with gravel, cobbles, and scattered boulders. The capacity of the
helical piers/screw piles is controlled by the underlying soils, shaft size, and
number and size of helices. If a helical pier/screw pile system is chosen, we
recommend that a test pier be installed to determine the depth at which the
installation torque would be achieved. Another advantage to a helical pier/screw
pile system is that the helical piers/screw piles would not be affected by the
presence of ground water. If the owner chooses to support the proposed building
with a helical pier/screw pile foundation system, we recommend that the helical
pier/screw pile foundation system at this site be designed and constructed to meet
the following criteria:
1. In order to properly design the helical piers/screw piles, we
recommend that the foundation plans with structural loads be
13
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 06-131 Consulting Geotechnical Engineers
provided to a helical pier/screw pile contractor. The helical
pier/screw pile contractor, in conjunction with the structural
engineer, can then determine the size, number, and layout of the
helical piers/screw piles.
2. We recommend that a test pier/screw pile be installed prior to
construction to determine the approximate depth at which the
required torque could be achieved. A test pier/screw pile would
also help to more accurately determine construction costs for a
helical pier/screw pile foundation system.
3. Final length of the piers/screw piles will be determined in the field
during construction. However, the test pier/screw pile will indicate
the approximate length of piers/screw piles for construction
bidding purposes.
4. The applied torque should be field verified on a select number of
helical piers by shearing the appropriate number of shear pins.
5. We recommend that a representative from our office be on site on a
full time basis while the piers/screw piles are installed for the
structure. Our representative will observe the installation of the
piers/screw piles and record the location, total length of pier/screw
pile, depth, number and size of helical plates and installation
torque obtained for each pier/screw pile observed.
FLOOR SYSTEMS
The subsurface conditions at the anticipated floor elevation for the proposed
building will consist of existing fill. It is our opinion that slabs-on-grade constructed on
the existing fill will have a high risk of movement. If all of the existing fill is removed
and replaced with structural fill, it is our opinion that slabs-on-grade may be safely
supported by the new structural fill. Slabs-on-grade constructed on the new structural fill
14
November 15, 2006 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 06-131 Consulting Geotechnical Engineers
may be designed and constructed as recommended in the SLABS-ON-GRADE section of
this report.
If all the existing fill is not removed and replaced, it is our opinion that the
proposed skier services building should be constructed with a structural floor system.
When structural floor systems are used, protection from and/or confinement of moisture,
which may develop below the floor, must be maintained. Under floor space areas must
be kept dry and air circulated on a permanent basis. Wet conditions encountered during
or after construction must be reported to our office in order for a representative from our
office to evaluate the conditions.
SLABS-ON-GRADE
The subsurface conditions at the anticipated slabs-on-grade elevations will consist
of the existing uncontrolled fill. Depending upon the amount of risk the owner is willing
to accept the exterior slabs-on-grade may be constructed on either the existing
uncontrolled fill or approved structural fill. Exterior slabs-on-grade constructed on the
existing uncontrolled fill will have a high risk of movement. If the owner would like to
reduce the risk of movement to a moderate level, 3.0 feet of the existing fill could be
removed and replaced with properly moisture treated and compacted structural fill. All
existing fill below interior slabs-on-grade should be removed and replaced with new
15
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
structural fill. Slabs-on-grade constructed on this site may be designed and constructed to
meet the following criteria:
1. Exterior slabs-on-grade may be constructed on the existing uncontrolled
fill or new structural fill depending on the amount of risk the owner is
willing to accept. All existing fill should be removed and replaced with
new structural fill under interior slabs-on-grade.
2. Exterior slabs should be separated from the building. These slabs should
be reinforced to function as independent units. Movement of these slabs
should not be transmitted directly to the foundations or walls of the
structures.
3. Frequent control joints should be provided in all slabs to reduce problems
associated with shrinkage of the concrete.
4. New structural fill beneath slabs-on-grade may consist of the natural silty
sands, existing fill free of deleterious material, or approved imported fill.
Structural fill for this project should be placed and compacted as
recommended in the COMPACTED FILL section of this report.
Placement and compaction of structural fill beneath slabs should be
observed and tested by a representative of our office.
FOUNDATION DRAINAGE
Surface water tends to flow through relatively permeable backfill typically found
adjacent to foundations. The water that flows through the fill collects on the surface of
relatively impermeable soils occurring at the foundation elevation. Both this surface
water and possible ground water can cause wet or moist under floor conditions after
construction.
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November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
Since we anticipate a structural floor system will be implemented with the design
of the proposed skier services building, a foundation drain will be necessary to reduce the
moisture in the under floor space. The foundation drain should consist of a 4-inch
diameter perforated pipe encased in free draining gravel. The drain should be sloped so
that water flows to a sump where the water can be removed by pumping or to a positive
gravity outlet. A recommended detail for a typical foundation wall drain is presented in
the Typical Wall Drain Detail, Fig. 8.
LATERAL WALL LOADS
We do not anticipate that below grade walls that require lateral earth pressures for
design will be constructed for the proposed skier services building. If plans change and
walls requiring lateral earth pressures are added to the design, they should be designed in
accordance with the following recommendations. Lateral earth pressures depend on the
type of backfill and the height and type of wall. Walls that are free to rotate sufficiently
to mobilize the strength of the backfill should be designed to resist the "active" earth
pressure condition. Walls that are restrained should be designed to resist the "at rest"
earth pressure condition. The following table presents the lateral wall pressures that may
be assumed for design.
17
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
Earth Pressure Condition
Equivalent Fluid Pressure
( cf)
Active
40
At-rest
50
Passive
300
Notes:
1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic
pressures or live loads.
Backfill placed behind or adjacent to foundation walls should be placed and
compacted as recommended in the COMPACTED FILL section of this report. Placement
and compaction of the fill should be observed and tested by a representative of our office.
RETAINING WALLS
Due to the topography of the site and the proposed construction, we do not
anticipate that retaining walls will be constructed as part of the development of the
subject site. If plans change and retaining walls are planned at the subject site, we should
be contacted for specific recommendations at that time.
SURFACE DRAINAGE
Reducing the wetting of structural soils and the potential of developing
hydrostatic pressure behind below grade walls can be achieved by carefully planned and
maintained surface drainage. We recommend the following precautions be observed
during construction and maintained at all times after the site has been developed.
18
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnica! Engineers
1. Wetting or drying of the open excavations should be minimized during
construction.
2. All surface water should be directed away from the top and sides of the
excavation during construction.
3. The ground surface surrounding the exterior of the building should be
sloped to drain away from the structure in all directions. We recommend a
slope of at least 12 inches in the first 10 feet in landscaped areas.
4. Hardscape (concrete and asphalt) should be sloped to drain away from the
building. We recommend a slope of at least 2 percent for all hardscape
within 10 feet of the structures.
5. Backfill, especially around foundation walls, should be placed and
compacted as recommended in the COMPACTED FILL section of this
report.
6. Roof drains should discharge at least 10 feet away from foundation walls
with drainage directed away from the building.
7. Surface drainage for this site should be designed by a Professional Civil
Engineer.
IRRIGATION
Irrigation systems installed next to foundation walls or sidewalks could cause
consolidation of backfill or existing fill below and adjacent to these areas. This can result
in settling of exterior steps, patios and/or sidewalks if they are constructed on these soils.
We recommend the following precautions be followed:
1. Do not install an irrigation system next to foundation walls. The irrigation
system should be at least 10 feet away from the proposed building.
19
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
2. Irrigation heads should be pointed away from the building or in a manner
that does not allow the spray to come within 5 feet of the structure.
3. The landscape around the irrigation system should be sloped so that no
ponding occurs at the irrigation heads.
4. Install landscaping geotextile fabrics to inhibit growth of weeds and to
allow normal moisture evaporation. We do not recommend the use of a
plastic membrane to inhibit the growth of weeds.
5. Control valve boxes, for automatic irrigation systems, should be located at
least 10 feet away from the building and periodically checked for leaks and
flooding.
COMPACTED FILL
Structural fill for this project may consist of the existing fill free of deleterious
material, or approved imported fill. Deleterious material consists of wood fragments,
organics, large concrete pieces, etc. The imported fill may consist of non-expansive silty
or clayey sands or gravels with up to 30 percent passing the No. 200 sieve and a
maximum plasticity index of 10. No cobbles or boulders larger than 6 inches should be
placed in fill areas. Fill areas should be stripped of all vegetation, and topsoil; scarified;
and then compacted. Fill should be placed in thin loose lifts, moisture conditioned and
compacted to the recommended compaction shown in the following table. The
recommended compaction varies for the given use of the fill.
20
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
Recommended Compaction
Percentage of the Standard
Percentage of the Modified
Use of Fill
Proctor Maximum Dry Density
Proctor Maximum Dry Density
(ASTM D-698)
(ASTM D-1557)
Below Structure Foundations
98
95
Below Slabs-on-Grade
95
90
Utility Trench Backfill
95
90
Backfill (Non-Structural)
95
90
Notes:
1. For clay soils, the moisture content should be 0 to +3 percent of the optimum moisture content.
2. For granular soils, the moisture content should be -2 to +2 percent of the optimum moisture
content.
We recommend that a representative of our office observe and test the placement
and compaction of each lift placed for structural fill. Fill placed below foundations and
slabs-on-grade is considered structural. It has been our experience that without
engineering quality control, inappropriate construction techniques can occur which result
in unsatisfactory foundation and slab-on-grade performance.
LIMITATIONS
Although the exploratory borings were located to obtain a reasonably accurate
determination of subsurface conditions, variations in the subsurface conditions are always
possible. Any variations that exist beneath the site generally become evident during the
construction of the new building. Therefore, we should be contacted by the contractor
and/or owner so that a representative of our office can observe the completed excavations
21
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
and installation of the foundations in order to confirm that the soils are as indicated by the
exploratory borings and to verify our foundation and slab-on-grade recommendations.
The placement and compaction of each lift placed for structural fill, as well as
installation of foundations, should also be observed and tested. The design criteria and
subsurface data presented in this report are valid for 3 years provided that a representative
from our office observes the site at that time and confirms that the site conditions are
similar to the conditions presented in the SITE CONDITIONS section of this report and
that the recommendations presented in this report are still applicable. We recommend
that final plans and specifications for proposed construction be submitted to our office for
study, prior to beginning construction, to determine compliance with the
recommendations presented in this report.
22
November 15, 2006
Job No. 06-131
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
We appreciate the opportunity to provide this service. If we can be of further
assistance in discussing the contents of this report or in analyses of the proposed structure
from a geotechnical viewpoint, please contact our office.
KOECHLEIN CONSULTING ENGINEERS, INC.
Jessica E. Brown
Staff Engineer
Reviewed by:
Scott B. Myers, P.E.
Senior Engineer
(4 copies sent)
23
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
A
t[~
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rtage Rd &
NOT TO SCALE
r
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VICINITY MAP
JOB NO. 06-131 FIG. 1
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
ACCESS ROAD
EXISTIN
TRAILEI
EAGLE BAHN
GONDOLA TH
-1
• TH-2
HAIR
#8
1 " = 40'
PROPOSED
SKIER SERVICES
BUILDING
50' GORE CREEK
SET BACK
LOCATIONS OF EXPLORATORY BORINGS
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JOB NO. 06-131 FIG. 2
105
TH-1
APP. EL. 100.0
100
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APP. EL. 94.5
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DD=70
LL=81
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8/12
33/12
WC=12
DD=103
LL=26
P1=6
16/12
WC=12
-200=26
15/12
9/12
WC=16
DD=95
-200=12
23/12
14/12
WC=25
-200=12
54/6
LOGS OF EXPLORATORY BORINGS
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
105 -i
TH-3
APP. EL. 100.5
100
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JOB NO. 06-131 FIG. 3
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
LEGEND:
r7 FILL, Sand, Silty, Gravelly, Cobbly, Moist, Loose
to dense, Brown to red-brown.
Ifl] SILT, Moist, Loose, Black.
SAND, Silty, Gravelly, Cobbly, Scattered boulders,
Moist to wet, Medium dense to dense, Orange,
Brown.
T REFUSAL. Indicates practical drill rig refusal on a
boulder.
WATER. Indicates depth of water encountered
while drilling.
a CALIFORNIA DRIVE SAMPLE. The symbol
38/12 indicates that 38 blows of a 140 pound
hammer falling 30 inches were required to drive a
2.5 inch O.D. sampler 12 inches.
' SPLIT SPOON DRIVE SAMPLE. The symbol
8/12 indicates that 8 blows of a 140 pound
hammer falling 30 inches were required to drive a
2.0 inch O.D. sampler 12 inches.
Notes
1. Exploratory borings were drilled on November 1, 2006 using a 4-inch diameter continuous flight power auger
mounted on a truck drill rig.
2. Ground water was encountered at the time of drilling in exploratory boring TH-2 at a depth of 10.5 feet and in boring
TH-3 at a depth of 17.5 feet. Ground water was not encountered in exploratory boring TH-1 to the maximum depth
explored of 13.0 feet.
3. The Exploratory Boring Logs are subject to the explanations, limitations, and conclusions as contained in this report
4. Laboratory Test Results:
WC -
Indicates natural moisture
DD -
Indicates dry density (pcf)
-200-
Indicates percent passing the No. 200 sieve
LL -
Indicates liquid limit
PI -
Indicates plasticity index
5. Approximate elevations are based on elevations taken using a Stanley Compulevel Elevation Measurement System,
assigning exploratory boring TH-1 an elevation of 100.0.
LEGEND OF EXPLORATORY BORINGS
JOB NO. 06-131 FIG. 4
KOECHLEIN CONSULTING ENGINEERS
U
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DIAMETER OF PARTICLE IN MM
00
Sample of SAND, Silty, Gravelly GRAVEL 21 % SAND 53 %
Source TH-3 Sample No. Elev./Depth 4.0 feet SILT & CLAY 26 % LIQUID LIMIT %
PLASTICITY INDEX %
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Sample of SAND, Gravelly, Silty GRAVEL 32
Source TH-3 Sample No. Elev./Depth 14.0 feet SILT & CLAY 12
PLASTICITY INDEX
GRADATION TEST RESULTS
SAND 56
LIQUID LIMIT
Job No. 06-131 FIG. 5
KOECHLEIN CONSULTING ENGINEERS
100
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PLASTICITY INDEX %
Sample of GRAVEL % SAND %
Source Sample No. Elev./Depth SILT & CLAY % LIQUID LIMIT %
PLASTICITY INDEX %
GRADATION TEST RESULTS
Job No. 06-131 FIG. 6
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
RETE FOOTING
1 ~ ~ 1
UNCONTROLLED 1~ UNCONTROLLED
FILL COMPACTED FILL \ FILL
(SEE REPORT FOR
/ COMPACTION RECOMMENDATIONS) \
FIRM NATURAL SOIL
EDGE OF EXCAVATION
(EXCAVATE AS PER
OSHA REGULATIONS)
FOUNDATION EXCAVATION RECOMMENDATION
JOB NO. 06-131 FIG. 7
. . ►
KULUHLtIN UUNbUL I INU tNUINttK,, IN(:,
Consulting Geotechnical Engineers
FLOOR SYSTEM
CLAYEY BACKFILL 10 -
- - - BELOW GRADE WALL
EDGE OF EXCAVATION -_____:j COMPACTED BACKFILL
(EXCAVATE AS PER WATERPROOFING
OSHA REGULATIONS)
U--
UNDER FLOOR SPACE
GROUND SURFACE
1
6" MIN.
DRILLED PIER AND/OR \ \
HELICAL PIER/SCREW PILE GRAVEL
PERFORATED PIPE
FILTER FABRIC
NOTES:
1. DRAIN SHOULD BE AT LEAST 6 INCHES BELOW GROUND SURFACE OF
CRAWLSPACE AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE
GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY
PUMPING.
2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND
114 INCH DROP PER FOOT OF DRAIN.
3. GRAVEL SPECIFICATIONS: 1 1/2 INCH TO NO. 4 GRAVEL WITH LESS THAN 3
% PASSING THE NO. 200 SIEVE.
4. THE BELOW GRADE CONCRETE FOUNDATION WALLS SHOULD BE
PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON
MASTIC WATERPROOFING OR AN EQUIVALENT PROTECTION METHOD.
TYPICAL WALL DRAIN DETAIL
JOB NO. 06-131
FIG. 8
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eJob Cover Sheet
'j
7S--
Engineering eJob
7/28/2009
This eJob is prepared exclusively for:
Wholesale Truss Company (2126)
838 21 1/2 Rd
Grand Junction, CO 81505-9712
Work Order: 0160-09
Job Customer: HLC G.S. - Bob Burns
Job Name: 0160-09
Job Address: McBoyd Builders, Inc.
Lionshead Restroom, Vail, Co.
Truswal ID: T377724.J409333
Page 1 of 1
I hereby verify that this document was prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer. I am responsible for the design of each
component detail only not for the proper manufacture of the components.
This document is no longer valid if any modifications are made to it .
ITW Building Components Group
4445 Northpark Drive, Suite 102
Colorado Springs, CO 80907
800-322-4045
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eJob Table of Contents
r
Table of Contents
Page 1 of 1
Engineering eJob
7/28/2009
Page No. Truss Label
1 CJ1
4 T01
7 T03
10 T06A
13 T09A
16 T12A
19 T15A
F Page No. Truss Label
2 G01
F 5 T02
F 8 T04
F 11 T07A
14 T1 OA
F 17 T1 3A
Page No. Truss Label
3 HC1
6 T02B
9 T05
12 T08
15 T1 1A
18 T14
Page 1
ITW Building Components Group
4445 Northpark Drive, Suite 102
Colorado Springs, CO 80907
800-322-4045
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eJob Scope of Work Statement
Engineering eJob
7/28/2009
Truss Engineer Design Responsibilities
Page 1 of 1
The engineer's signature on this design certifies that the individual component depicted, if built
with the materials and to the placements and tolerances specified, will bear the loads shown
on the drawing. Users of the component are responsible for determining that any as-built
component conforms to the design. The loading and dimensions specified have been provided
by others and have not been verified by the signing engineer. The building designer is
responsible for determining that the dimensions and loads for each component match those
required by the plans and by the actual use of the individual component. The building designer
is responsible for ascertaining that the loads shown on the designs meet or exceed applicable
building code requirements and any additional factors required in the particular application.
The engineer's seal on the attached component designs indicates acceptance of professional
engineering responsibility solely for the design of the individual component assuming that the
loading and dimension requirements are as represented to the engineer. The suitability and
use of this component for any particular building is the responsibility of the building designer in
accordance with ANSI/TP1, Section 2. The engineer certifying this component is not
responsible for anything beyond the specific scope of work set forth above, including but not
limited to, the loading factors used in the design of the component, the dimensions of the
component, the transfer of lateral loads from the roof and/or forward to the shear walls down to
the foundation, connection of the components to the bearing support, the design of the bearing
supports, the design and connection to the shear walls, the design of temporary or permanent
building bracing required in the roof and/or floor systems, transfer of vertical loads down to the
foundation, the design of the foundation or analysis in connection with the roof and/or floor
diaphragms of the building. This is a high quality facsimile of the original engineering
document. A wet or embossed seal copy of this engineering document is available upon
request.
ITW Building Components Group
4445 Northpark Drive, Suite 102
Colorado Springs, CO 80907
800-322-4045
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eJob Table of Details
ate;
Engineering eJob
7/28/2009
Required Details*
Other Available Details*
p
http://www.itwbcq.com/trussconnections.h
*Sealed versions of these details are available upon request.
ITW Building Components Group
4445 Northpark Drive, Suite 102
Colorado Springs, CO 80907
800-322-4045
Page 1 of 1
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Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION
(303) 989-1223 (970) 949-6009 (970) 241-7700
(303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX
Kyle Griffith Job No. 09-020
Vail Resorts Management Company Set No. 7
P.O. Box 959, 137 Benchmark Road
Avon, CO 81620
SUMMARY OF CONRETE TEST RESULTS
Project: Lionshead Restroom Building, Lionshead, Vail, Colorado
Location: Piers at C.9/4.9, E.0/4.0, E.6/4.9, E.9/3.3, E.9/4.9, E.9/4.2, and E.9/4.9
Total Cubic Yards: 7.5
Supplier: B&B Excavating Ticket No: 32132297 Mix Design No: 35012401
Slump: 4.00 inch(es) Air Content: 4.4 % Wet Unit Weight: 145.2 pcf
Concrete Temperature: 74 °F Air Temperature: 77 °F
Test Date: 07/15/09 Time Test Taken: 2:26 PM
Design Strength: 3000 psi at 28 days Amount of Water Added at Site: 20 gallons
Remarks:
*Refer to ASTM C39/C39M-05
Age (days) Total Load (lbs) Diameter (in.) Area (sq. in.) Compressive Strength (psi) Type of Fracture*
7 31624 4.01 12.63 2500 5
28 48038 4.01 12.63 3800 2
28 49013 4.02 12.69 3860 Average: 3830 3
~oa~~Z2
Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION
(303) 989-1223 (970) 949-6009 (970) 241-7700
(303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX
Kyle Griffith
Vail Resorts Management Company
P.O. Box 959, 137 Benchmark Road
Avon, CO 81620
Job No. 09-020
Set No. 6
SUMMARY OF CONRETE TEST RESULTS
Project: Lionshead Restroom Building, Lionshead, Vail, Colorado
Location: Piers, Sampled at Gridlines B.8/3.0, A.9/4.0, B.6/4.9, B.8/4.9, C.2/4.9, C.6/4.9, and D.4/4.9
Total Cubic Yards: 9
Supplier: B&B Excavating Ticket No: 32132280 - Mix Design No: 35012401
Slump: 3.50 inch(es) Air Content: 6.1 % Wet Unit Weight: 144.0 pcf
Concrete Temperature: 78 OF Air Temperature: 80_ OF
Test Date: 07/14/09 Time Test Taken: 1:30 PM
Design Strength: 3000 psi at 28 days Amount of Water Added at Site:
Remarks:
*Refer to ASTM C39/C39M-05
25 gallons
Age (days)
Total Load (lbs)
Diameter (in.)
Area (sq. in.)
Compressive Strength (psi)
Type of Fracture*
7
27313
4.01
12.63
2160
2
28
43754
4.01
12.63
3460
5
28
44207
4.01
12.63
3500 Average: 3480
4
O~2
~e
Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy • Suite 115 9 Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION
(303) 989-1223 (970) 949-6009 (970) 241-7700
(303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX
Kyle Griffith
Vail Resorts Management Company
P.O. Box 959, 137 Benchmark Road
Avon, CO 81620
Job No. 09-020
Set No. 5
SUMMARY OF CONRETE TEST RESULTS
Project: Lionshead Restroom Building, Lionshead, Vail, Colorado
Location: Piers, Sampled at Gridlines A.9/1.1, B.2/1.1, B.6/1.1, A.3/4.9, A.7/4.9, A.9/4.9, and B.2/4.9
Total Cubic Yards: 9
Supplier: B&B Excavating Ticket No: 32132272 Mix Design No:
Slump: 3.75 inch(es) Air Content: 6.7 % Wet Unit Weight: 143.0 pcf
Concrete Temperature 75 OF Air Temperature: 77 OF
Test Date: 07/13/09 Time Test Taken: 3:03 PM
Design Strength: 3000 psi at 28 days Amount of Water Added at Site: 20 gallons
Remarks:
*Refer to ASTM C39/C39M-05
Age (days) Total Load (lbs)
Diameter (in.)
Area (sq. in.)
Compressive Strength (psi)
Type of Fracture*
7 29645
4.02
12.69
2340
2
28 44818
4.00
12.57
3570
4
28 43724
4.01
12.63
3460 Average: 3520
5
35012401
Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy a Suite 115 • Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION
(303) 989-1223 (970) 949-6009 (970) 241-7700
(303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX
Kyle Griffith
Vail Resorts Management Company
P.O. Box 959, 137 Benchmark Road
Avon, CO 81620
SUMMARY OF CONRETE TEST RESULTS
Project: Lionshead Restroom Building, Lionshead, Vail, Colorado
Location: Piers, Sampled at Gridlines A.1/1.1, A.3/1.1, A.1/1.8, A.7/1.1, A.1/3.3, A.9/3.0, and A.1/4.2
Job No. 09-020
Set No. 4
Total Cubic Yards: 7
Supplier: B&B Excavating Ticket No: 32132267 Mix Design No: 35012401
Slump: 3.00 inch(es) Air Content:
Concrete Temperature: 81 °F
7.0 % Wet Unit Weight: 142.3 pcf
Air Temperature: 86 °F
Test Date: 07/10/09 Time Test Taken: 1:54 PM
Design Strength: 3000 psi at 28 days Amount of Water Added at Site:
Remarks:
*Refer to ASTM C39/C39M-05
Age (days)
Total Load (lbs)
Diameter (in.)
Area (sq. in.)
Compressive Strength (psi)
Type of Fracture*
7
25729
4.01
12.63
2040
2
28
40276
4.02
12.69
3170
6
28
38410
4.02
12.69
3030 Average: 3100
5
0 gallons
Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION
(303) 989-1223 (970) 949-6009 (970) 241-7700
(303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX
Kyle Griffith
Vail Resorts Management Company
P.O. Box 959, 137 Benchmark Road
Avon, CO 81620
Job No. 09-020
Set No. 3
SUMMARY OF CONRETE TEST RESULTS
Project: Lionshead Restroom Building, Lionshead, Vail, Colorado
Location: Piers, Sampled at Gridlines F.5/1.3, E.2/1.1, C.9/2.0, C.9/3.0, C.2/1.1, and B.8/1.1
Total Cubic Yards: 7
Supplier: B&B Excavating Ticket No: 32132256 Mix Design No:
Slump: 3.25 inch(es) Air Content: 5.6 % Wet Unit Weight: 144.5
Concrete Temperature: 81 °F Air Temperature: 84 °F
Test Date: 07/09/09 Time Test Taken: 3:21 PM
Design Strength: 3000 psi at 28 days Amount of Water Added at Site: 8
Remarks:
*Refer to ASTM C39/C39M-05
Age (days)
Total Load (lbs)
Diameter (in.)
Area (sq. in.)
Compressive Strength (psi)
Type of Fracture*
7
29878
4.00
12.57
2380
4
28
46327
4.01
12.63
3670
5
28
45691
4.01
12.63
3620 Average: 3650
5
ocf
gallons
35012401
~A ,OoI:L--"
Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy • Suite 115 9 Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION
(303) 989-1223 (970) 949-6009 (970) 241-7700
(303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX
Kyle Griffith
Vail Resorts Management Company
P.O. Box 959, 137 Benchmark Road
Avon, CO 81620
Job No. 09-020
Set No. 2
SUMMARY OF CONRETE TEST RESULTS
Project: Lionshead Restroom Building, Lionshead, Vail, Colorado
Location: Piers, Sampled at Gridlines E.6/1.1, D.8/1.1, D.4/1.1, C.9/1.1, E.0/2.0, E.0/3.0, and C.6/1.1
Total Cubic Yards: 8
Supplier: B&B Excavating Ticket No: 32132220 Mix Design No:
Slump: 3.00 inch(es) Air Content: 6.3 % Wet Unit Weight:
Concrete Temperature 80 °F Air Temperature: 81 °F
Test Date: 07/08/09 Time Test Taken: 3:39 PM
Design Strength: 3000 psi at 28 days Amount of Water Added at Site:
Remarks:
*Refer to ASTM C39/C39M-05
1A2 4
12
35012401
pcf
gallons
Age (days)
Total Load (lbs)
Diameter (in.)
Area (sq. in.)
Compressive Strength (psi)
Type of Fracture*
7
30479
4.01
12.63
2410
6
28
44715
4.01
12.63
3540
5
28
44913
4.01
12.63
3560 Average: 3550
5
V0Dq „a-Zz
Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION
(303) 989-1223 (970) 949-6009 (970) 241-7700
(303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX
Kyle Griffith
Vail Resorts Management Company
P.O. Box 959, 137 Benchmark Road
Avon, CO 81620
SUMMARY OF CONRETE TEST RESULTS
Project: Lionshead Restroom Building, Lionshead, Vail, Colorado
Location: Caissons, Sampled at Gridlines F.9/1.3, F.9/2.9, F.9/3.4, E.9/1.8, and E.9/2.7
Job No. 09-020
Set No. 1
Total Cubic Yards: 6.5
Supplier: B&B Excavating Ticket No: 32132206 Mix Design No:
Slump: 2.75 inch(es) Air Content: 6.2 % Wet Unit Weight: 144.0
Concrete Temperature: 78 °F Air Temperature: 81 °F
Test Date: 07/07/09 Time Test Taken: 3:40 PM
Design Strength: 3000 psi at 28 days Amount of Water Added at Site: 0
Remarks:
*Refer to ASTM C39/C39M-05
Age (days)
Total Load (lbs)
Diameter (in.)
Area (sq. in.)
Compressive Strength (psi)
Type of Fracture*
7
35583
4.01
12.63
2820
3
28
50837
4.02
12.69
4010
5
28
49409
4.01
12.63
3910 Average: 3960
5
v
ncf
gallons
35512429
MASONRY OBSERVATION
KOECHLEIN CONSULTING ENGINEERS, INC.
Geotechnical and Materials Engineers
Lakewood - (303) 989-1223
Silverthorne / Avon - (970) 949-6009
Grand Junction- (970) 241-7700
To: Kyle Griffith Job No. 09-020 Date: 9/10/09
Vail Resorts Management Company
P.O. Box 959 Report 11 Sheet: 1 of 1
137 Benchmark Road
Avon, Colorado, 81620
Project: Lionshead Restroom Building, Lionshead, Vail, Colorado
Weather: Sunny ❑ Cloudy ❑ Rain ❑ Snow Temp: 58°F±
Masonry Observations:
Gridline Location (Height): Gridlines F.0-G.0/1.0 and Gridlines G.0/1.0-4.9 (3'-4")
Block Size: 8"x8"x16" Meets Project Spec.
yes
no
Block Cells Cleaned (yes/no): Yes
®
❑
All Cells with Rebar Grouted (yes/no): Yes
®
❑
All Cells without Rebar Grouted (yes/no): No
❑
❑
Rebar Installed in Cells: Qty/Size: #5 Spacing: Dowels at 2'-0" o.c.
®
❑
Rebar Installed in Cells: Qty/Size: Spacing:
❑
❑
Horizontal Joint Reinforcement: Type: Dur-o-wall Spacing: 1'-4" (but not required)
®
❑
Bond Beam Installed (yes/no): No
❑
❑
Rebar Installed in Bond Beam: Qty/Size: Spacing:
❑
❑
Rebar Installed in Bond Beam: Qty/Size: Spacing:
❑
❑
Gridline Location (Height):
Block Size: Meets Project Spec.
yes
no
Block Cells Cleaned (yes/no):
❑
❑
All Cells with Rebar Grouted (yes/no):
❑
❑
All Cells without Rebar Grouted (yes/no):
❑
❑
Rebar Installed in Cells: Qty/Size: Spacing:
❑
❑
Rebar Installed in Cells: Qty/Size: Spacing:
❑
❑
Horizontal Joint Reinforcement: Type: Spacing:
❑
❑
Bond Beam Installed (yes/no):
❑
❑
Rebar Installed in Bond Beam: Qty/Size: Spacing:
❑
❑
Rebar Installed in Bond Beam: Qty/Size: Spacing:
❑
❑
Discrepancies/Remarks: Based on our observations, it is our opinion that the masonry reinforcing steel
yes
no
(rebar) and masonry block observed during this site visit has been properly placed and has met project
®
❑
specifications.
Don Sneed Scott B. Myers, P.E.
Field Observer Reviewed By
god ,po 2,z.
MASONRY OBSERVATION
KOECHLEIN CONSULTING ENGINEERS, INC.
Geotechnical and Materials Engineers
Lakewood - (303) 989-1223
Silverthorne / Avon- (970) 949-6009
Grand Junction - (970) 241-7700
To: Kyle Griffith Job No. 09-020 Date: 9/17/09
Vail Resorts Management Company
P.O. Box 959 Report 12 Sheet: 1 of 1
137 Benchmark Road
Avon, Colorado, 81620
Project: Lionshead Restroom Building, Lionshead, Vail, Colorado
Weather: Sunny Cloudy ❑ Rain Snow Temp: 66°F±
Masonry Observations:
Gridline Location (Height): Gridlines F.0-G.0/1.0, G.0/1.0-4.9, and F.0-G.0/4.9 (7'-4.5")
Block Size: 8"x8"x16" Meets Project Spec.
yes
no
Block Cells Cleaned (yes/no): Yes
®
❑
All Cells with Rebar Grouted (yes/no): Yes
®
❑
All Cells without Rebar Grouted (yes/no): No
❑
❑
Rebar Installed in Cells: Qty/Size: #5 Spacing: Verticals at 2'-0"
®
❑
Rebar Installed in Cells: Qty/Size: #5 Spacing: Wall ends, each side of opening
®
❑
Horizontal Joint Reinforcement: Type: Dur-o-wall Spacing: 1'-4" observed
®
❑
Bond Beam Installed (yes/no): Yes
®
❑
Rebar Installed in Bond Beam: Qty/Size: 2 - #5 Spacing: Continuous at top of wall
N
❑
Rebar Installed in Bond Beam: Qty/Size: Spacing:
❑
❑
Gridline Location (Height):
Block Size: Meets Project Spec.
yes
no
Block Cells Cleaned (yes/no):
❑
❑
All Cells with Rebar Grouted (yes/no):
❑
❑
All Cells without Rebar Grouted (yes/no):
❑
❑
Rebar Installed in Cells: Qty/Size: Spacing:
❑
❑
Rebar Installed in Cells: Qty/Size: Spacing:
❑
❑
Horizontal Joint Reinforcement: Type: Spacing:
❑
❑
Bond Beam Installed (yes/no):
❑
❑
Rebar Installed in Bond Beam: Qty/Size: Spacing:
❑
❑
Rebar Installed in Bond Beam: Qty/Size: Spacing:
❑
❑
Discrepancies/Remarks: Based on our observations, it is our opinion that the masonry reinforcing steel
yes
no
(rebar) and masonry block observed during this site visit has been properly placed and has met project
®
❑
specifications.
Don Sneed Scott B. Myers, P.E.
Field Observer Reviewed By
t01- 0DL'Z
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LVL DESIGN VALUE COMPARISON CHART
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mm xtam
Fb
Fv
Fa
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Tnn-JaW
Paraqwm
2.0
2,900.
290
750
21860
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266
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3,000
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18
2,650
265
780
2.360
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2,600
285
750
2,510
9-11201 I-JOIST COMPARISON CHART
j-jW X T-1a4", 9-1N", 9-
114AC,11-716"
Ile x 64/2", 7-114", 9-
W. 941r.
11414", il-7W,f4".16",
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M
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14'-9"
13'-9"
r x 1.131i"
2,450
160
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956
2,180
Boke
i3Ci 601161.7
ir-r
16'-2"
15-3"
14'-3"
2-sH601 x 1-1
2,866
186
1,ii7S
1,175
2,460
L-p
U3j.2o~t,e
1r:9"
18' r
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14'x"
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185
1,230
970
2AU
Tnts,ioist
TA 210
1r r
16'-3"
161.4"
14'3"
2-iM6" x 1413"
3,000
186
1,330
t M
2.145
MLO
RFP! 400
ir-r
16'-5"
IW
14'4r
2.1M6" x i4W
3,346
193
1,120
1,M
4160
Boise
Sa 65001.8
lrr
16'-10"
16'-0"
1f-Ir
24MIr x 1-ilb"
3,605
219
1.575
1.178
2000
1614"
18'11"
15-r
14'-11"
24M6":1
3,780
216
1,120
1,060
Z,180
L-P
UM-32
IV r
iT-0"
15'-11"
14'x"
-!/1 k t-1/1-
8,820
243
1,260
970
ZA66
11-718" I'JOIST COMPARISON CHART
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am
1z ae.
18"o.c 1
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w It
vpagql
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e pwm
Boise
80 60001.7
20'-2"
18'-6"
1 r-r
15'-9"
r' x 141x"
3,150
266
1,625
VW
2,230
80ise
8d 60001.7
21'-0"
19'-2"
19'-1"
16'-10"
z4vi - x mis-
3,670
305
1,675
1,175
2,500
TtvS~Joist
TJ1210
21'-2"
19'-3"
18'-2"
18'11-
2-lmr x 1x18'
3,795
313
1,6x6
1,005
2,145
L-P
LPi-2oPhts
21'-r
14'-4"
18'.3"
1 r-0"
- a xi-vr S
Vss
318
1,350
970
2,236
6
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21=6"
i9'-7"
18'-8"
ir-r
2-imr x 1.318"
4,3f5
330
mn
1,050
2,M
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Bp 66061.8
211-11'
20'-0"
IF41"
1Ta-
2.8M6" x 1-118"
4,4®5
360
1,676
1,178
2,600
R 6
Pf 40
21'11"
2W-r
19'-0"
Mr
24vir x 1318"
4,555
366
1,420
1,260
2,506
L-P
LPi-32
2r3"
20'-2"
iW r
17'-7"
-1r2x7-t/1"
4,690
406
1.350
970
2,=
Trus.iotst
TA 30
2r4f"
W41'
IW
18'-4"
2ari0"x 1
6.180
419
1.705
1,060
2.406
Boise
Soso
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21.13-
20'-1"
18'-6"
24WIe x 1-1/1C"
6,235
439
1,678
1,175
2,760
agld
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23'-7"
21'-6"
20"-3"
18'-ir
24mvx1-ur
6,6411
455
1,420
1,160
2,338
Tnn,loist
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28'-1-
29'-8"
22' 4"
20--r
3-112` x 1.318"
9,500
636
2050
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3,060
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26'3"
2T-11'
27-x'
20' 11-
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9,560
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2,150
1,425
3,375
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24'-1"
221-V
2114"
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10,170
668
1,940
1
3,800
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26'-6-
24'4"
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21'-1-
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10,145
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1.925
1,406
3,355
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Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy a Suite 115 • Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Project Name: Lionshead Restroom Building
Owner's Name: Vail Resorts Development Company
AVON/SILVERTHORNE GRAND JUNCTION
(970) 949-6009 (970)-241-7700
(970) 949-9223 FAX (970)-241-7783 FAX
Permit $pf- po~.Z
r(t__U"1 -w3-7
Testing/Inspection
Agency: Koechlein Consulting Engineers, Inc.
(Print) (Signa re) (Date)
The following list presents Koechlein Consulting Engineers, Inc. personnel who will be performing the
special inspections for the subject project.
FOUNDATION SUBGRADE:
1. Don Sneed (Field Engineer) - Soils and Bedrock
2. Mike Brath (Field Engineer) - Soils
3. Jessica Brown (Staff Engineer) - Soils and Bedrock
4. Scott Myers (Senior Engineer) - Soils and Bedrock
POST-TENSIONED TENDONS:
1. Don Sneed (Field Engineer)
2. Mike Brath (Field Engineer)
3. Jessica Brown (Staff Engineer)
4. Scott Myers (Senior Engineer)
MASONRY:
1. Don Sneed (Field Engineer)
2. Mike Brath (Field Engineer)
CONCRETE, SHOTCRETE, GROUT AND MORTAR:
1. Don Sneed (Field Engineer)
2. Mike Brath (Field Engineer)
STRUCTURAL STEEL:
1. Western States Inspection (Subcontracted)
ASPHALTIC CONCRETE:
1. Don Sneed (Field Engineer)
2. Mike Brath (Field Engineer)
FIREPROOFING:
1. Western States Inspection (Subcontracted)
FILL MATERIAL:
1. Don Sneed (Field Engineer)
2. Mike Brath (Field Engineer)
Town OFFICE COPY
7-7
D
APIR 2 i 2009
jJ
Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy a Suite 115 a Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION
(303) 989-1223 (970) 949-6009 (970) 241-7700
(303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX
SPECIAL INSPECTION AND TESTING AGREEMENT
(To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC)
The owner or his/her representative, on the advice of the responsible Project Engineer or Architect, shall
complete, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to Town of
Vail for review and approval. Original signatures are required on both pages; photocopied or faxed signatures
are not acceptable.
The owner and his/her general contractor, where applicable, shall also acknowledge the following conditions
applicable to Special Inspection or Testing:
I . Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.
2. Only the testing laboratory should take samples and transport them to their laboratory.
3. Copies of all laboratory reports and inspections are to be sent directly to Colorado Inspection Agency by
the Testing agency on a weekly basis.
4. Inspection agency to submit names and qualifications of on-site special inspectors to Colorado Inspection
Agency for review and approval.
5. The special inspector is responsible to Colorado Inspection Agency Building Official immediate
notification of any concerns and/or problems encountered.
6. It is the responsibility of the contactor to review the Colorado Inspection Agency approved plans for
additional inspection or testing requirements that may be noted. A pre-construction conference at the job
site is recommended to review special inspection procedures.
7. The special inspector shall use only Colorado Inspection Agency approved drawings.
8. The special inspector's field report must be left on site for review by Colorado Inspection Agency staff
prior to required Colorado Inspection Agency inspections.
BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a statement that all
items requiring testing and inspection were fulfilled and reported. Those items not tested and/or inspected shall
be noted in this statement. A copy of the statement shall be maintained at the job site for the Building Inspector's
review prior to final inspection.
APR z `7 2009
~J
TOWN OF VAIL J
Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION
(303) 989-1223 (970) 949-6009 (970) 241-7700
(303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX
SPECIAL INSPECTION AND TESTING AGREEMENT
Acknowledgement:
Owner: VAIL 0oArm (CA"
Special Inspection
Agency: Koechlein Consulting Engineers, Inc.
Project
Arch/ Eng:
Contractor: fk10 &14 Af7G$ .
(Print)
- D0
(Si ture)
D~
4/-,70-0
(Date)
APR 2 7 2009
TOWN OF -VA-'L
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT
Job Address: 560 E LIONSHEAD CR VAIL
Location.....: ADJACENT TO CHAIR 8
Parcel No...: 210107220001
Project No
OWNER VAIL CORP
C/O VAIL RESORTS DEV CO
PO BOX 959
AVON
CO 81620
APPLICANT ACME ALARM COMPANY
P.O. BOX 883
RIFLE
CO 81650
License: 154-S
CONTRACTOR ACME ALARM COMPANY
P.O. BOX 883
RIFLE
CO 81650
License: 154-S
08/20/2009
Permit A09-0062
Status
ISSUED
Applied..:
08/20/2009
Issued .
09/09/2009
Expires.
03/08/2010
08/20/2009 Phone: 970-625-3398
08/20/2009 Phone: 970-625-3398
Desciption: NEW RESTROOM BUILDING: INSTALL FIRE ALARM SYSTEM
Valuation: $9,323.00
FEE SUMMARY
Electrical > $0.00 Total Calculated Fees--> $637.61
DRB Fee--------- > $0.00 Additional Fees > $0. 00
Investigation > $0.00 Total Permit Fee--------> $637.61
Will Call > $0.00 Payments > $637.61
TOTAL FEES--> $637.61 BALANCE DUE--------> $0.00
Approvals:
Item: 05600 FIRE DEPARTMENT
09/02/2009 mvaughan Action: AP
CONDITIONS OF APPROVAL
Cond: 52
Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES
Standards
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 970-479-2252 FROM 8:00 AM - 5 PM.
TOWN OF VAIL, COLORADO Statement
Statement Number: R090001164 Amount: $637.61 09/09/200902:08 PM
Payment Method: Check Init: LC
Notation: #10223/ACME
ALARM CO
Permit No: A09-0062 Type: ALARM PERMIT
Parcel No: 2101-072-2000-1
Site Address: 560 E LIONSHEAD CR VAIL
Location: ADJACENT TO CHAIR 8
Total Fees: $637.61
This Payment: $637.61 Total ALL Pmts: $637.61
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
BP 00100003111100 FIRE ALARM PERMIT FEES 349.61
PF 00100003112300 PLAN CHECK FEES 288.00
~10~ I~i^51~:2ad Cr
Project Street Address:
nn r/
9 (Number) (Street) (Suite
I Building/Complex Name: Lton_-'ke-ark Qe.skeoom 61da
i _0
i Contractor Information:
i Company: Acyyt- Akrrrt Com_Dan4
p
l Company Address: 190 &x ~$3
City: State: CO Zip: 1(o5U
i Contact Name: i hnJ Aarle S
Contact Phone: '?70 &Z5 5535
E-Mail 11-It f 6i)azlmeQloym . airn
Town of Vail Contractor Registration No.: 1~~ ~c J
X
Contractor Signature (required)
Property Information
Parcel o?4) In 7Q-? 0
(For parcel con act Eagle County Assessors Office at 970-328-8640 or
visit www.eaglecounty.us/patie)
Tenant Name:t
Owner Name: V QI I CQQ2,
Complete Valuation for Fire Alarm Permit:
410 ~k -)3 a15
Fire Alar .
Office Use:
Project V
Building Permit Qq -62-,2-
Alarm Permit ,(-)0 (0 2^
Lot Block # Subdivision:
Detailed Description of Work: eA60 C7r~~~I1
(use additional sheet if necessary)
)
Does a Fire Alarm Exist? `ry Yes( ) No 90
Does a Sprinkler System Exist? Yes( ) No (X)
Work Class:
New IX) Addition ( ) Remodel ( ) Repair ( )
Retro-Fit ( ) Other ( )
Type of Building:
,,,Single-Family( ) Duplex( ) Multi-Family(
)
Commercial ( ) Restaurant( ) Other(
)
Date Received:
Approved as Submitted rJ
APProved as Noted p
D INe:
Cate:
19,HML
D
AUG 18 !20009
TOWN OF VAIL
29-May-09
FIRE ALARM PERMIT
Commercial and Residential Fire Alarm shop drawings are required at the time of application
submittal and must included information listed on the 2nd page of this form. Application will
not be accepted without this information.
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MWNO VVAQ"
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT Permit E09-0057
ACOM
Job Address: 600 LIONSHEAD MALL VAIL
Location.....: CHAIR 8
Parcel No...: 210107220001
OWNER VAIL CORP 05/14/2009
C/O VAIL RESORTS DEV CO
PO BOX 959
AVON
CO 81620
APPLICANT NEW ELECTRIC INC, 05/14/2009 Phone: 970-949-4651
P O BOX 957
AVON
CO 81620
License: 110-E
CONTRACTOR NEW ELECTRIC INC, 05/14/2009 Phone: 970-949-4651
P O BOX 957
AVON
CO 81620
License: 110-E
Desciption: NEW RESTROOM BUILDING ADJACENT TO CHAIR 8 SKI LIFT-
COMPLETE ELECTRICAL
Valuation: $20,000.00 Square feet: 2195
Status...:
Applied. .
Issued. . .
Expires.
PRJ07-0037
ISSUED
05/14/2009
05/14/2009
11/10/2009
FEE SUMMARY
Electrical Permit Fee--------- > $437.00 Total Calculated Fees--> $441.00
Investigation Fee--------------> $0.00 Additional Fees > $0.00
Will Call Fee--------------------> $4.00
Use Tax Fee------------------- > $0.00 TOTAL PERMIT FEE---> $441.00
Total Calculated Fees > $441.00 Payments-----------------> $441.00
BALANCE DUE---------- > $0.00
Item: 06000 ELECTRICAL DEPARTMENT
05/14/2009 RLF Action: AP
APPROVALS
Item: 05600 FIRE DEPARTMENT
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
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 FO INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE FROM -00
S' nature of Owner or Contractor Dye
Project
elec_prm_041908
TOWN OF VAIL, COLORADO Statement
Statement Number: R090000485 Amount: $441.00 05/14/200904:14 PM
Payment Method: Check Init: LC
Notation: #49459/NEW
ELECTRIC
Permit No: E09-0057 Type: ELECTRICAL PERMIT
Parcel No: 2101-072-2000-1
Site Address: 600 LIONSHEAD MALL VAIL
Location: CHAIR 8
Total Fees: $441.00
This Payment: $441.00 Total ALL Pmts: $441.00
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
EP 00100003111100 ELECTRICAL PERMIT FEES 437.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
May 14 09 09:09a
New Electric Inc
9709495354
p. Z
ity Development;,:
ELECTRICAL PERMIT
Project Street Address:
600 LIONSHEAD MALL
(Number) (Street) (Suite
Building/Complex Name: RESTROOM ADJACENT TO CHAI
Contractor Information:
Company: NEW ELECTRIC, INC
Office Use: ` f
Project
Building Permit#: L>nC) Electrical Permit
Lot Block # Subdivision:
Company Address: PO BOX 957
Detailed Description of Work:
City: AVON State: CO Zip: 81620
COMPLETE ELECTRICAL
Contact Name: JAY OR BETH
Contact Cell: 970-949-4651
E1Mail NEWELECTRIC@MOUNTAINCOMM.NET (use additional sheet if necessary)
Town of ail Contractor Registration No.: 110E Work Class:
)
X New(.,) Addition( ) Remodel( ) Repair( ) Other(
Contractor gnature (required)
Type of Building:
Property Information
Parcel 210107220001
(For parcel contact Eagle County Assessors Office at 970-328-8640 or
I visit www.eaglecouty.uslpatie)
Tenant Name:
Owner Name: VAIL CORP
COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUA-
TION OF WORK (Labor & Material)
Amount of SQ Ft.: 2195
Electrical S: $20,000.00
Single-Family ( ) Duplex ( ) Multi-Family ( ) Commercial
( ) Restaurant( ) Other(,/)
Date Received:
ID 9
W
TOW
~Ob~r
14 2009 lU~
OF VAI
Apr-09
E
FOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
✓AIL, CO 81657
)70-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT Permit F09-0036
Job Address: 560 E LIONSHEAD CR VAIL Status ISSUED
Location.....: LIONSHEAD RESTROOM, ADJACENT TO CH 8 Applied..: 08/21/2009
Parcel No...: 210107220001 Issued . 08/27/2009
Project No Expires.
)WNER VAIL CORP 08/21/2009
IN CARE OF SAMANTHA JONES
390 INTERLOCKEN CRESCENT STE 1000
BROOMFIELD
CO 80021
APPLICANT CENTRAL FIRE PROTECTION 08/21/2009 Phone: 303-576-8157
10775 E. 51ST AVENUE
DENVER
CO 80216
License: 447-S
:ONTRACTOR CENTRAL FIRE PROTECTION 08/21/2009 Phone: 303-576-8157
10775 E. 51ST AVENUE
DENVER
CO 80216
License: 447-S
)esciption: INSTALL ANTI-FREEZE, WET PIPE FIRE SPRINKLER SYSTEM
Valuation: $28,300.00
***************************+******************s******************** FEE SUMMARY ********************r*********************►*****************
Mechanical
$0 .00 Restuarant Plan Review--> $0.00
Total Calculated Fees--->
$1, 634 . 75
Plan Check
$432.00 DRB Fee--------------------- > $0.00
Additional Fees >
$0 .00
Investigation->
$0.00 TOTAL FEES--------------> $1, 634 . 75
Total Permit Fee---------- >
$1,634.75
Will Call----->
$0.00
Payments >
$1,634 .7 5
BALANCE DUE--------- >
$0.00
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE
DEPARTMENT
08/25/2009
McGee Action: AP
CONDITION OF APPROVAL
_.ond : 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
-ond : 53
donitored fire sprinkler system required and shall comply with NFPA 13 and VFES
Standards.
DECLARATIONS
hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
Ind 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.
2F.QUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS ADVANCE BY TELEPHONE AT 970-479-2252
FROM 8:00 AM - 5 PM.
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
TOWN OF VAIL, COLORADO
Statement
Statement Number: R090001091 Amount: $1,634.75 08/27/200911:06 AM
Payment Method: Check Init: LC
-
Notation:
-
-
Permit No: F09-0036 Type: SPRINKLER PERMIT
-
Parcel No: 2101-072-2000-1
Site Address: 560 E LIONSHEAD CR VAIL
Location: LIONSHEAD RESTROOM, ADJACENT TO CH 8
Total Fees:
$1,634.75
This Payment: $1,634.75 Total ALL Pmts:
$1,634.75
Balance:
$0.00
ACCOUNT ITEM LIST:
Account Code Description
Current Pmts
BP 00100003111100 SPRINKLER PERMIT FEES
1,202.75
PF 00100003112300 PLAN CHECK FEES
432.00
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Project - fV-301-003
Building Permit /50- 0022
Sprinkler Permit - - P047
970-479-2135(/nspections)
TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION
Fire Sprinkler shop drawings are required at time of permit submittal and
75 S. Frontage Rd. must include the following. Permit application will not be accepted
Vail, Colorado 81657 without this information:
• A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp.
• Equipment cut sheets of materials.
• Hydraulic calculations.
• A State of Colorado Plan Registration form.
• Plans must be submitted by a Registered Fire Protection Contractor.
CONTRACTOR INFORMATION
Fire Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone Vs:
F,y -ttr~e Ft Cq- (2 0 ; E "S the V, i. ~i C- rtr~t 30 3 57 b i S"I
E-Mail Address: ,Cp 2 (P c -PC , v S
CAPpTOVCw`-
COMPLETE VALUATIONS FW~CU> ERMT (Labor Maten Is)
J
$ 2 S v
IjLi
~28 8640 or visit www ea !e-count . com for Parcel #
Contact Eagle Coun Assessors
Parcel # 2 C>b 22 000
Job Name: QQ
L I b ~.l $ f-f E ~ ~~zS'f hoc M (J ~ i c~p i a..l Cq
L
Job Address: 'Rio E L-i o r is Vt.caJ C r
Legal Description
Lot:
Block:
Filing:
Subdivision:
Owners Name: Address: PO (30 6 Phone:
~fA ~ ~ o ~ ~Jv~ foulbZ~
Engineer: Address: Phone:
kar+ rscr~p r,,- kAc►:s"_naNR Ao 624 s.tg. Z14 Avm,vO 816 920-~9 -SS2o
Detailed Location of work: (i.e., floor, unit bldg.
FniTifL~ ~JtLfl~+~~a
Detailed description of work:
#,S 5 T14U. h'KICu1 49Tr-FR rZa W&r f" ft. tYsraM /,1 .4 iJgk1 REs?t'ootir ddno~.~f<i -T-,c IYT,-,4 +113
Work Class: New (j4 Addition ( ) Remodel ( ) Repair ( ) Retro-ftt ( ) Other ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial ()Q Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: O No, of Accommodation Units in this building: CJ
.
Does a Fire Alarm Exist: Yes ( ) No ( ) Does,a Fire Sprinkler System Exist: Yes (4) No
*****x**,r****xx**x***+x*****x**x******FOR OFFICE USE ONLY***,a******x**x********************
Other Fees:
Date Received:
Public Way Permit Fee:
Acce ted By:
EE
Occupancy Group:
\\Vail\data\cdev\FORMS\PERMrrS\SPRKPERM.DOC
Pin,
AUG 1.9 2999
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MOHR '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149
MECHANICAL PERMIT
Permit
M09-0161
NCOM
Project
PRJ07-0037
Job Address: 560 E LIONSHEAD CR VAIL
Status. .
ISSUED
Location.....: ADJACENT TO CHAIR 8
Applied.
08/27/2009
Parcel No...: 210107220001
Issued.
0812712009
Expires .
02/23/2010
)WNER VAIL CORP 08/27/2009
C/O VAIL RESORTS DEV CO
PO BOX 959
AVON
CO 81620
kPPLICANT MTECH MECHANICAL TECHNOLOGIE 08/27/2009 Phone: (303) 650-4000
7535 HILLTOP CIRCLE, STE 200
DENVER
CO 802213452
License: 281-M
,ONTRACTOR MTECH MECHANICAL TECHNOLOGIE 08/27/2009 Phone: (303) 650-4000
7535 HILLTOP CIRCLE, STE 200
DENVER
CO 802213452
License: 281-M
)esciption: NEW COMMERCIAL BUILDING (RESTROOMS): INSTALL BOILER, SNOW
MELT, HEAT RECOVERYNENTILATION SYSTEM
faluation: $131,754.00
**++#*#**###+*###+*#**+++*rt**##+rt**R*+***k+*#*******#k**rtkkk+fF******#k+##*k##*FEE SUMMARY*k****#####+*##*********k+***##*#**k#++**kk+**ft#kk+*#*k++k*##+**kk##***k#++*#*+#**#k*
640.00 Will Call----------->
Aechanical Permit Fee---> $2
$4.00
Total Calculated Fees
$3,304.00
,
'Ian Check > $660.00 Use Tax Fee------ >
$0.00
Additional Fees >
$0.00
00
$0
TOTAL PERMIT FEE--->
$3,304.00
.
nvestigation----------------- >
Total Calculated Fees-->
$3,304.00
Payments----------------->
$3,304.00
BALANCE DUE------- >
$0.00
#++****#*******#+rt*##k#**#+#***##++*#*#***#*k*+**#****k#ikrt#it#*#k*#**k#+#k*+##****##
***■k*##**fef4*#ik*+***k*##k*#****fF+#*#*k++**rt#*+#+#rt*#*****rt#*#***k#+###********
**********rtrt**++++***#*
APPROVALS
tem: 05100 BUILDING DEPARTMENT
08/27/2009 Martin Action: AP
#**#***rt
**####**k*+*#*rtrt#k***rtrt*#+##***+*+***k*******+*#
*****#****##*+*#**#*#rtrt
**##+++*#*#**+**####***#****#*#********i#+**#*****#*+**#*##***rtR*k*#*#*+**rt****rt***#*####****###***#*+#**
CONDITION OF APPROVAL
;ond: 12
BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
;ond: 22
BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
@4 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
;ond: 23
BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
;HAPTER 10 OF THE 2003 IMC.
;ond: 25
BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
;ond: 29
BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
MC AND CHAPTER 3 OF THE 2003 IFGC..
;ond: 31
BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
.ISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
;ond: 32
BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
O AN INSPECTION REQUEST.
;ond: 30
BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
AEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
n e ch c a n ica I_pe rm i t_041908
###*##**+##rt*rt*rt*+*###*rt*#*****+*####k**+#*4##*****#***4###****#*#rtrt*##rtk*k#***#*#****##rtk***krtk****##****4##*****#**k**+#*rt*4##kk+*#*rt**##****##*k**k#rt**###k**+**kk*4*#k**###***#+##rt*
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
is 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 sub ivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
E TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
ZEQUESTS R INSN L BE MAD
tM-4P .
Sig ure of Owner or ontractor Date
Print Name
i e ch ca n i ca I_pe rm it_041908
TOWN OF VAIL, COLORADO Statement
Statement Number: R090001094 Amount: $3,304.00 08/27/200902:56 PM
Payment Method: Check Init: NP
Notation: ck 023458
Permit No: M09-0161 Type: MECHANICAL PERMIT
Parcel No: 2101-072-2000-1
Site Address: 560 E LIONSHEAD CR VAIL
Location: ADJACENT TO CHAIR 8
Total Fees: $3,304.00
This Payment: $3,304.00 Total ALL Pmts: $3,304.00
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
MP 00100003111100 MECHANICAL PERMIT FEES 2,640.00
PF 00100003112300 PLAN CHECK FEES 660.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
08/26/2009 14:59 19709490323 MTECH PAGE 02
Boiler l_ urnace Annlications Mil UST include: Fires ace Applicativlns MUS1"nclud~t
❑ Mechanical Room Layout/Plan with Dimensions ❑ Equipment Cut Sheets for Fireplaces/Log Sets
(Manufacturer's info showing m_ model & approval listing)
. Combustion Air Duct Size and Location
❑
❑ Flue or Vent Size / y
r~ Gas Piping plan (if applicable)
o Heat Loss Calculations* G"~--
❑ Equipment Cut Sheets for Boiler/Furnace -,Z2,/
Not required for same sire (,97-U) boiler replacement with no SYst
changes, or snow melt
~
Project Street Address:
M
(Number) ( treet)
(Suite
/
~
9
Building/Com lex Name: 4
~ l ~JfdaL
GLfT
Contractor Information:
Company:
y~
Company Address:
State:
City:
zip:
t Name:
t
C
on
ac
q~~ q
Contact Phone:
E-Mail
Town of_Vail Can rrorhegistration No.:
Contractor Signaturg (required)
Property Information
Parcel l O 17' O
(For parcel GOP eft Eagle County Assessors Office at 970-32"640 or
visit www.e8g1ecounty,u,4patia)
Tenant Name'.
(Commercial Properties)
Owner Name:
Office use'.
Project
Building Permit C~y" 12
Mechanical Permit M
Lot Block # Subdivision:
Detailed Description of Work,
4U l~'kJ
r
(use additional sheet if necessary)
❑ Gas Piping Included
Gas Piping by Others
a Wood to Gas Fireplace Converslon
Boiler Lo tion:
Interia } Exterior ( ) Other ( )
Number of Existing Fireplaces:
Gas Appliances Gas Logs Wood/Pellet
Number of Proposed Fireplaces:
Gas Appliances Gas Logs Wood/Pellet
Type of Building:
Single-Family ( ) Duplex ( ) Multi-Family ( ) Commercial ( )
Restaurant ( ) Other
Date Received.
AU6 '2~6 2569
TOWN OF VAIL
Complete Valuation for Mechanical Permit:
' 11
Mechanical 3
(0 rAJ act " Exp
(MECHANICAL PERMIT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
TnWNO iV '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
PLUMBING PERMIT
Permit
P09-0044
NCOM
Project
PRJ07-0037
Job Address:
Status
ISSUED
Location.....: ADJACENT TO CHAIR 8
Applied
05/29/2009
Parcel No...: 210107220001
Issued .
06/03/2009
Expires .
11/30/2009
OWNER VAIL CORP 05/29/2009
C/O VAIL RESORTS DEV CO
PO BOX 959
AVON
CO 81620
APPLICANT TOTAL PLUMBING 05/29/2009 Phone: 303-393-7271
4701 N. COLORADO BLVD
DENVER
CO 80216
License: 110-P
CONTRACTOR TOTAL PLUMBING 05/29/2009 Phone: 303-393-7271
4701 N. COLORADO BLVD
DENVER
CO 80216
License: 110-P
Desciption: PLUMBING FOR NEW RESTROOM BUILDING ADJACENT TO CHAIR 8 SKI
LIFT
Valuation: $101,523.00
...................t..«...........>........«.................... FEE SUMMARY
Plumbing Permit Fee--->
$1,530.00
Will Call > $4.00
Total Calculated Fees--->
$1,916.50
Plan Check >
$382.50
Use Tax Fee------------ > $0.00
Additional Fees >
$0.00
Investigation-------------->
$0.00
TOTAL PERMIT FEES-->
$1,916.50
Total Calculated Feds--> $1,916.50
Payments >
$1,916.50
BALANCE DUE----------->
$0.00
APPROVALS
Item: 05100 BUILDING DEPARTMENT
05/29/2009 JLE
Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
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 informatic
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.
AM - 4 PM.
Signature of Owner or Contractor
Print Name
Date
plmbpermtl_041908
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
TOWNO VVAlI
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
PLUMBING PERMIT Permit P09-0044
NCOM Project PRJ07-0037
Job Address: 600 LIONSHEAD MALL VAIL
Status
ISSUED
Location.....: ADJACENT TO CHAIR 8
Applied
05/29/2009
Parcel No...: 210107220001
Issued .
06/03/2009
Expires .
11/3012009
OWNER VAIL CORP 05/29/2009
C/O VAIL RESORTS DEV CO
PO BOX 959
AVON
CO 81620
APPLICANT TOTAL PLUMBING 05/29/2009 Phone: 303-393-7271
4701 N. COLORADO BLVD
DENVER
CO 80216
License: 110-P
CONTRACTOR TOTAL PLUMBING 05/29/2009 Phone: 303-393-7271
4701 N. COLORADO BLVD
DENVER
CO 80216
License: 110-P
Desciption: PLUMBING FOR NEW RESTROOM BUILDING ADJACENT TO CHAIR 8 SKI
LIFT
Valuation: $101,523.00
...............x,,....«.......*........................~...... FEE SUMMARY x .......<.....,.......,...<«..*..«>...........
Plumbing Permit Fee---> $1,530.00
Will Call > $4.00
Total Calculated Fees
$1,916.50
Plan Check > $382.50
Use Tax Fee------------ > $0.00
Additional Fees >
$0.00
Investigation--------------> $0.00
TOTAL PERMIT FEES-->
$1,916.50
Total Calculated Fees--> $1,916.50
Payments >
$1,916.50
BALANCE DUE----------->
$0.00
APPROVALS
Item: 05100 BUILDING DEPARTMENT
05/29/2009 JLE Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQU
IRED TO CHECK FOR CODE COMPLIANCE.
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.
REQUES FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 9 0.479.2149 OR AT OUR OFFICE FROM 8:0(
AM - 4
ignature of Owner or Contractor D-
s , A r
Name
plmbpermtl_041908
TOWN OF VAIL, COLORADO Statement
Statement Number: R090000597 Amount: $1,916.50 06/03/200909:01 AM
Payment Method: Check Init: LC
Notation: #108040/TOTAL
PLUMBING
Permit No: P09-0044 Type: PLUMBING PERMIT
Parcel No: 2101-072-2000-1
Site Address: 600 LIONSHEAD MALL VAIL
Location: ADJACENT TO CHAIR 8
Total Fees: $1,916.50
This Payment: $1,916.50 Total ALL Pmts: $1,916.50
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
PF 00100003112300 PLAN CHECK FEES 382.50
PP 00100003111100 PLUMBING PERMIT FEES 1,530.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
PLUMBING PERMIT
Pro ect Street Address:
0, UONY " Cl/1 AGE"
(Number) (Stye (Sulte
Bullding/Complex a e:
Contractor Information: 4
Company: rB0G
Company Address: 5`%
City: ~iNYIC State: W Zip: BD
Contact Name: sw
!Contact Phone:
E-Mail Sr{,-4. Lr 1c, \ b a &'Y\
Town f Vail Co cta Registration No.:
X
Contractor Sign re (required)
Property Information
Parcel ?-I M2 V4060 Z
(For parcel contact Eagle County Assessors Office at 970-32&8640 or
visit www.eaglecouty.uslpatie)
Tenant Name: V4-t 14 r-P
/
Owner Name: 0 Ai Complete Valuation for Plumbing Permit: 2
Plumbing 1,9(
office use:
Project {1043 d~_7___0 a
✓7
Building Permit #:_Rn_o, -(1V2Z
kmbibinPermit ~(1 O 4
at A> Block # Subdivision: it L/1
Detailed Description of Work: %i() OW L
(use a dltlonal sheet if necessary)
Work Class:
)
New 00 Addition( ) Remodel( ) Repair( ) Other(
i
Type of Building:
Single-Family ( ) Duplex ( ) Multi-Family ( ) Commercial
Restaurant ( ) Other( )
Date Received:
~ MAY 2r 2009
TOWN OF VAIL
i It
7 .d £btiE'ON WVltl 16001 'LZ'A?H
E09 -0057 : Entries for Item: 190 - ELEC -Final 13:18 01/30/2013
Action
Comments
By
Date
Unique_
Key
AP
MDENNEY
11/05/2009
A000129
411
Total Rows: 1
Page 1
P09 -0044: Entries for Item-290 - PLMB -Final 13:18 01/30/2013
Action
Comments
By
Date
Unique_
Key
CR
1) BACKFLOW DEVICE CERTIFICATION
cg
11/10!2009
A000129
REQUIRED
502
2) WATER STORAGE TANK RELIEF DRIN
TO BE WITHIN 6" OF THE FLOOR
3) DRINKING FOUNTAINS NOT WORKING
4) TOILET PARTITIONS, GRAB BARS, TP
HOLDER ETC. TO BE INSTALLED FOR
BUILDING FINAL
5 KIDS RESTROOM SINK NOT INSTALLED
AP
_
CG
11/16/2009
A000 229
709
Total Rows: 2
Page 1