HomeMy WebLinkAboutB10-0175 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES
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Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT COMM BUILD PERMT Permit #: B10-0175
Project #:
Job Address: 100 E MEADOW DR VAIL Status. . : ISSUED
Location......: UNIT 23,VAIL VILLAGE PLAZA Applied . . : 07/13/2010
Parcel No....: 210108256023 Issued. .. : 07/28/2010
Expires. ..: 01/24/2011
OWNER NICO VAIL INC 07/13/2010
C/O SLIFER MGMT
PO BOX 2264
EDWARDS
CO 81632
APPLICANT CONTRACT ONE 07/13/2010 Phone: 970-748-1138
0048 E BEAVER CREEK BLVD
P.O. BOX 8530
AVON
CO 81620
License:281-A
CONTRACTOR CONTRACT ONE 07/13/2010 Phone:970-748-1138
0048 E BEAVER CREEK BLVD
P.O. BOX 8530
I AVON
CO 81620
License:281-A
Description:
TENANT IMPROVEMENT(DIGITS NAIL BOUTIQUE, UNIT 23):
CONSTRUCT NEW WALLS
Occupancy: B Valuation: $3,000.00
Type Construction:VB Total Sq Ft Added: 0
...................................................�_,.,,.......,.,.,.�..,.,._... FEE SUMMARY .....,....�.....,,.,._...,_..................,..,.......,.,_..............,,,...,
Building Permit Fee------> $83.25 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $141.36
Plan Check--------------------> $54.11 Use Tax Fee---------------------> $0.00 Additional Fees-----------------------> $0.00
, Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $141.36
IInvestigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments-------------------------------> 5141.36
Total Calculated Fees--------> $141.36 BALANCE DUE------------------------> a0.00
...............................................................................................................................................................�.,.......,.__,__.._...
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- • 0 PM.
? Z� l�
Owner or ntractor Date
Print
bld_alt_construction_perm it_041908
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APPROVALS
Permit#: 610-0175 as of 07-28-2010 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
07/27/2010 jrm Action: AP
Item: 05600 FIRE DEPARTMENT
07/13/2010 drhoades Action: COND See conditions.
.........................................................................................>.......,,.....,,.,.,,..,...,......,....,..,,,.,,,,,..............,.......,....,,,,,,......,
See the Conditions section of this Document for any that may apply.
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CONDITIONS OF APPROVAL
Permit#: 610-0175 as of 07-28-2010 Status: ISSUED
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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: CON0011516
Contact the fire alarm company to determine if any
changes/alterations are needed to the existing system. Also
change any nomenclature related to the fire alarm system so
that each space is clearly labeled for responding EMS
personnel.
b Id_a It_constructio n_perm it_041908
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B10-0175: Entries for Item:540 - BLDG-Final C/O 10:28 11/29/2013
Action Comments By Date Unique_
Ke
AP mdenney 08/03/2010 A000135
255
Total Rows: 1
Page 1
********************�***************************************************+*******************
TOWN OF VAIL, COLORADO Statement
+******************************************++*****************************************++****
Statement Number: R100000936 Amount: $141.36 07/28/201001:35 PM
Payment Method:Credit Crd Init: SAB
Notation: visa bryan
johnson
-----------------------------------------------------------------------------
Permit No: B10-0175 Type: ADD/ALT COMM BUILD PERMT
Parcel No: 2101-082-5602-3
Site Address: 100 E MEADOW DR VAIL
Location: UNIT 23, VAIL VILLAGE PLAZA
Total Fees: $141.36
This Payment: $141.36 Total ALL Pmts: $141.36
Balance: $0.00
********************************************************************�**+****a***************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 83 .25
PF 00100003112300 PLAN CHECK FEES 54 .11
WC 00100003112800 WILL CALL INSPECTION FEE 4 .00
-----------------------------------------------------------------------------
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Asba�O�t T!ldn�w AM�e111eNt Rquir+ea�ents
AsbesGos besting and ababe�nent probacts waloe'rs,homeowr�s,�r�hbors and eme�gen�.y serviaes nesponders from ez-
posure bo harmful asbe�os.The Tarn d Vai asbeslos aba�r�t pragram is��i"on 6o the Stah�af Golorado's regu-
lations.ft�S yar�tjr�be in aompCar�oe with the Stabe.Please aortact the StaGe dKectl�r�ior tfieir req��i�r�r�s
at the aontac#irro�isbed below.
�!Y�9���9 more tlwn tl�ese tlrestakl le�rek af buidr�ma��quire asbesbos 6esting:
One-and Tw�-Farni�t Dwe�"r�32 squane�eet
N Othgs(aommer�oial�aoes,ho�h+J noo�r�s,eec): 160 squate fe�
D�f'inidor of s ai�gls-fae��fl dwarM�airy dweip wR t6at Is nead prl�ariN�ur a siple�iyl.�9
multl-fan�►/oondomir�a�u�rr ad t�radlo�l t�ae��s.
Asbesto6 besting re9ultx must be prorided with your app�ation�or a b�idng perrtwk.
Tests which ide�ti�y POSIIIVE�at more than 196 require aaat,e�nent by a StaGe-aerat'�ed aad�ai-regis�r�ed abate-
ment contrac�or.M asbes�os aba��t perr�tit must be appro�red,aM the tlear'anoe let�er n+ust be�to the `
Tovm of Va�befor�e the bti[�ing pefm�r�be iss�red.
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My P�faMs i�b tl�e cabegory thedoed below:
� W�I not d�sturb more than the Ur�eshold�its identified at�o�+e.
� TesGed nagadve,ar at 1%a bpJo�w(1 coNies of best rew�s includeda -
� Tesbad positive at more than 1%,requ�ir�es aba�ernent(1 oopies of best resu�induded)
7ips�Fscts:
• Ev�en reoent aa�struc�ion Prolects�'wY include asbesba�ao�'�fair�in9�s�b�idn9s af�C age re�re testing.
• The"1989 Ban'on asbes6os-aor�taining maEe�iak's ooim�only miwndasbood.'In fact,in 1991 the U.S.F�th Circuit
Cou�t of Appeals vacaEed nxxh af the so-ca�ed'AsbesEos Ban and Pha9eoi�C n�e and remanded�b the EPA Thus,
much af tl�e criginal 1989 EPA ben an the US.manufatturin9.�Pa�.P�9.or�n'budon�commerce
Of�I'1�aS�CSb06'OOfI��G�WaS 9EC�afld�110[��E��'�E
ASbesbo5 best rewlts ard ababerr�t perrrut appfica6ons 5110uW be w�bo:TaM't of 1/a�,�De�iopment.
75 S Frontage Rd,va�,CO,81657.
Town d Y��antsc� Stabe ot Colorado Oont�
Fire Pre�don Bireau Colorado Departnxnt of Ribic Healtl�
Vail Fire Departrnent and Emrinonrr�ent
75 S Fror�tage Rd Asbes�os Gorr�oe�6roup
Fire inspe�ors@vailgav.00m 30:i-692-3158
� 970-479-2252 a�bOS@stabe.ao.us
www.vailaov� www.cdohe.state.co.us
I S-May-10
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- 58 GA-600-2006 FIRE RESISTANCE DESIGN MANUAL
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO.WP 3510 GENERIC 1 HOUR 35 to 39 STC
FIRE SOUND
GYPSUM WALLBOARD,WOOD STUDS
One layer s/e"type X gypsum waliboard or gypsum veneer base applied parallel or at right
angles to each side of 2 x 4 wood studs 24"o.c.with 6d coated nails,1'►/s"long,0.0915"
shank,+/a"heads,7"o.c.
Joints staggered 24"on opposite sides.(LOAD-BEARING)
Thickness: 4�/e"
Approx.Weight: 7 psf
Fire Test: UL R3501-47,-48,9-17-65,
UL Design U309;
? UL R1319-129,7-22-70,
` UL Design U314
Sound Test: NGC 2404, 10-14-70
1 HOUR 35 to 39 STC
GA FILE NO.WP 3514 GENERIC FIRE SOUND �
GYPSUM WALLBOARD,WOOD STUDS
One layer sla"type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of 2 x 4 wood studs 16"o.c.with 1�/a"Type W drywall screws 12"
o.c.
Joints staggered 16"on opposite sides.(LOAD-BEARING)
Thickness: 43/a"
Approx.Weight: 7 psf
Fire Test: SWRI 01-4511-619,8-19-92
Sound Test: See WP 3520
(GB�H NG-246FT,7-2-65)
GA FILE NO.WP 3520 GENERIC 1 HOUR 35 to 39 STC
FIRE SOUND
GYPSUM WALLBOARD,WOOD STUDS
One layer 5/a"type X plain or predecorated gypsum wallboard applied parallei to each side
of 2 x 4 wood studs 24"o.c.with 6d coated nails, 1�/e"long,0.0915"shank,�/4"heads,
7" o.c. at joints and top and bottom plates and 3/a" beads of adhesive at intermediate
studs.
Joints staggered 24"on opposite sides.(LOAD-BEARING)
Thickness: 4�/e"
Approx.Weight: 7 psf
Fire Test: FM WP 90,8-21-67
Sound Test: G8H NG-246FT,7-2-65
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