HomeMy WebLinkAboutB06-0029 ���
Community Development Department
75 South Frontage Road
Vail, Colorado USA 81657
CERTIFICATE OF OCCUPANCY
This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town
Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various
ordinances of the town regulaiing building construction or use for the following:
Name and description of project Vail's Front Door Buildi�E Building 6 units 12,13
Address of project: 174 Gore Creek Drive Vail CO 81657
Owner name and address: Lod�e Properties Inc 174 Gore Creek Dr Vail,Co
IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s)of Construction:
Permit Number(s): B06-0029 Occupant Load:
�
Martin Haeberle,Chief Building Official
Sprinkler System Y/N Type: Y 13
�1� � �,
Date
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW(SFR,P/S,DUP) PERMIT Permit #: B06-0029
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' UNIT 6 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . 08/12/2008
Legal Description: Expires.....: 01/17/2007
Project No : PRJ06-0039
OWNER LODGE PROPERTIES INC 02/13/2006
PO BOX 7
VAIL
CO 81658
ARCHITECT 4240 ARCHITECTURE, INC. 02/13/2006 Phone: 303-292-3388
1621 18TH STREET
SUITE 200
DENVER
CO 80202
License: C000001868
APPLICANT HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
CONTRACTOR HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
Desciption: VAILS FRONT DOOR BUILDING 'E'LJNIT 6 CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116 .28 9, 552 $1, 110, 706 .56
Totals . . . 9, 552 $3 , 714, 875 . 00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 3,714,875.00
Fireplace Information: Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pallet: 0
�**++***++**�*+*+*�*#+*****+*+►�*�*+*►***�*******�*�+»�*v*��*r+r*s�s* FEE S UMMARY.++.�*+*.*+�•*�s.+►+.�*.*+*+*.*.**�.��:.��**s�+�++.�+�s�+++.
Building------> $15,518.s o Restuarant Plan Review--> $o.o o Total Calculated Fees-----> $3 2,2 94.92
$ $6,666.4o Additional Fees------------>
Plan Check---> 10,o B 7.0 2 Recreation Fee------------> ($6 0 0.o o)
Investigation-> $0.00 TOTAL FEES-------------> $32,294.92 Total Permit Fee-----------> $31,694.92
Will Call-----> $3.0 0 Payments-------------------> $3 1,5 4 4.9 2
BALANCE DUE---------> $15 0.o 0
****+***.+***�a***+*+�*a*ax*+►»*a�*�a�**r**a****r+�r+�***���*�a*«�as+*xs*�*��***��«*»**�**�*r**r**********s**►*z+�*ar***s****r**►*+*�«***+*�***+*s
Approvals:
Item: 05100 BUILDING DEPARTMENT
07/19/2006 cdavis Action: AP
12/05/2006 jplano Action: AP Approved Rev 1 root moditications tor insu.
hours
09/20/2007 ependley Action: AP Rev. 1/IR5443 ;b1dg 6 toundation changes unil
added valuation. Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev.2/IR5678; approved ASI E-057 . No aaaea
Additional plan review fee of $120 . 00 due.
10/10/2007 ependley Action: AP Rev.3/IR5679;approved ASI E-058 . No aaaea �
Additional plan review fee of $120 . 00 due
05/07/2008 sgremmer Action: AP Ret 7177 ASI E-58A Unit 13 buyer changes a�
05/08/2008 sgremmer Action: AP Ret 7558 REv 5 Asi 057a unit 12 Buyer chanc
by safebuilt
05/08/2008 sgremmer Action: AP REF 7561 REV 6 ASI E075 unit window revisic
Item: 05400 PLANNING DEPARTMENT
07/19/2006 George Action: AP
11/02/2007 GRUTHER Action: AP Rev. 3/IR5679;approved ASI E-058
11/02/2007 GRUTHER Action: AP Rev.2/IR5678; approved ASI E-057
04/02/2008 George Action: PA This is a partial approval tor ASI58, datec
2008 .
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
11/O1/2007 mcgee Action: NA ASI E-058 Unit 13
No fire issues .
11/O1/2007 mcgee Action: DN ASI E-057
Plans show changes to tire detection and tire sprinkler. Plans are not stamped by
02/13/2008 mcgee Action: AP Resubmitted 01-08-08 .
Unit 12 (6A) Rev 1
02/13/2008 mcgee Action: AP Resubmitted O1-08-08 .
Unit 12 (6A) Rev 2
08/05/2008 McGee Action: AP ASI E057a Unit 12
Item: 05500 PUBLIC WORKS
07/14/2006 tk Action: AP Approveci Builciing permit revisions dated rf
6/16/06 and 7/06/06
Item: 05550 ENGINEERING CIVILS
.��*,++.*�+.*+�.��.:.�**.*****�..+*»�+��.�.�*x.��,�**.,:....**..*.+.**..+.�*,�**.*.:*+.+.*+..**+.*s..,��:*.�»**,:«**�.*►�+�,�*.+...�:.,...�:*��.+++�.*
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that 1 have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM.
� �
SIGNATURE OF OWNER OR C CTOR FOR HIMSELF AND OWNER
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0029 as of 08-11-2008 Status: ISSUED
********************************************************************************************************
Permit Type: NEW(SFR,P/S,DUP) PERMIT Applied: 02/13/2006
Applicant: HYDER CONSTRUCTION, INC Issued: 08/12/2008
Job Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING'E' UNIT 6
Parcel No: 210108278002
********************************************************************************************************
CONDITIONS
********************************************************************************************************
Cond: 33
(PLAN)THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*************+++*+****************************++++***********+++*******�***********+**+*+***
TOWN OF VAIL, COLORADO Statement
*********************�***************�****�*************************************************
Statement Number: R080001359 Amount: $90. 00 08/11/200802 :54 PM
Payment Method: Check Init: DDG
Notation: Hyder 60494
-----------------------------------------------------------------------------
Permit No: B06-0029 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $31, 694 . 92
This Payment: $90. 00 Total ALL Pmts: $31, 544 . 92
Balance: $150. 00
***************************************************************************�****************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300, PLAN CK - project GFP012 90.00
-----------------------------------------------------------------------------
� � �
� b�l�� �nc.
c:c�t�c���o+�
Snilding�epartment Servicea
May 8, 2008
George Ruther
Community Development, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: Front Door ASI E-075 unit#13 buyer changes
PERMIT NUMBER: B06-0029
REVISION NUMBER: REV6
INTERNAL REF#: 7561
ADDRESS: 151 Vail Lane
Dear Mr. Ruther:
SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003
International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the
documents submitted to be complete for construction.
Plans:
ASI instructions/ 1 plan sheets
Plan review fee: $90
No additional square fog.tag�,No added valuation
� ".�.-_ �
Sincerel ,� .�' r; "�"
. .�:�
.- �;:
�----_�
Shane Gremmer
Plans Examiner
SAFEbuilt Colorado
P.O. Box 1618
Eagle, CO 81631-1618
(970)328-1790
shane.�remmer(�a,SAFEbuilt.com
Page 1 of 1
SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631
Phone: (970)328-1790✓Toll Free: (877)428-6412✓Fax:(970)328-1791✓\�Eaglel\eagle shared drive�Plan Review\Vai1�F'ront Door�B06-
0029\tov-b06-0029.7561 FAL.doc
4l a S/o a �/�j �`� �'�1 � `'�C� 1 0 � c.�--
�� �/ �� � ` 1��- -
-� � �.J lJ
�'F� P�6 6 -a a3�
PPLICATI�N WICC . ACCEPTED IF INCOMPLETE OR UNSIGNED
�-�1 Building Permit# �lo c�C�dq
�? ,
� t�'" � ;; 9���7�9„2'�����(Inspectiohs)
� �; � w . _
� � r"',� '; " �_.�a ����� �� �����
������ ; ' REVISION TC1- OWN OF VAIL BUILDING����"�' � ;
� ' �� Separate Permits are�r�quired for electrical, plumbing,��at1���a�,��etc ��',.,�'`��
75 S. Frontage Rd � �€"��� �� .�`�� •,���?�,_ s � °� �:
�.,
�,,:
Vail, Colorado 816�� _. _ _.._._ .._._.., .; __....._.._.. �
***All Revision submittals must include the Field Set of approved plans. No further inspections
will be performed until the revisions are approved. ***
CONTRACTOR INFORMATION
General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:
� s c.-�: ►,. \ A G "ll- 4G
AT ENTION: OE JR,CHARLIE,GREG,CHRIS
Contractor Signature:
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials
REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $
For Parcel# Contact Ea le Counf Assessors Office at 970-328-8640 or visit www.ea le-count .com
Par��a��
� � ��
Job Name: ,��aN o� Job Address: `.�-,�� G, �N
Legal Description Lot: Block: Filing: � Subdivision:
Owners Name: Address: . Phone:
� �QSO�
Architect/Designer: 4a r40 Address: Phone:
Engineer: �M V � � � " Address: Phone:
REASON FOR REVISIONS:
�ST E-o`t5 Uv�:k�\3 W:��aw 4�a�:s:a„s
Work Class: New((� Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( )
Work Type: Interior( ) Exterior( ) Both (� Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin
No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( )
**************�*******************,�*************FOR OFFICE USE ONLY*****�*��**�*�**,�*�**�**********�,�***********
Date�Recei�ed:�, �."�.. . - ;,:� . ° :. . .. ' Permit�'ee= 10 ::. �;. ,� � � ;�� ��::�Plan Ck.Fe�� 80 :�. .��.� � : _ ,:�� -'
AcceptedxBy � Permit Fee;(11): ' ;' � Plan Ck Fee;(81):
Outsourced,Terms:; ��� � ` �"`
F:\cdev\FORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 4/18/2007
. ,,��-� P
�w�r���� t Hyder Construction ,�o� _oo�� -
-� ,
August 5th, 2008
Permits/revisions ready for pick up. Doug Thompson has been contacted. These are
the fees due:
Fee
Item#
B06-0029 ASI E058 (Buyer changes, unit 13) $300.00 81
Please note:this revision was already picked up several weeks ago,
however payment was not received at that fime.
� B06-0029 Revision 6, ASI E-075 (Buyer changes, unit 13) $90.00 81
B06-0029 ASI E-057a (Buyer changes, unit 12) $150.00 81
TOTAL FEES DUE TODAY $540.00
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP)PERMIT Permit #: B06-0029
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' iJNIT 6 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . 08/12/2008
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0039
OWNER LODGE PROPERTIES INC 02/13/2006
PO BOX 7
VAIL
CO 81658
ARCHITECT 4240 ARCHITECTURE, INC. 02/13/2006 Phone: 303-292-3388
1621 18TH STREET
SUITE 200
DENVER
CO 80202
License: C000001868
APPLICANT HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
CONTRACTOR HYDER CONSTRUCTION, INC 02/13/2006 Phone : 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
Desciption: VAILS FRONT DOOR BUILDING 'E' LJNIT 6 CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116 .28 9, 552 $1, 110, 706 . 56
Totals. . . 9, 552 $3 , 714, 875 . 00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 3,714,875.00
Fireplace Information: Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pallet: 0
***+***�����*a***�►**�**+�*�***�*******+*�***�sv:**��**���*****+****�� FEE S UMMARY�s***********�«r*+.�***...+�*.+...++�+.*�s+*+.•.►:s.�**■*r*
Building------> $i 5,518.5 0 Restuarant Plan Review--> $o.o o Total Calculated Fees-----> $3 z,2 94.92
Plan Check---> $l 0,0 8 7.0 2 Recreation Fee------------>
$6,686.40 Additional Fees------------> ($600.00)
[nvestigation-> $0.0 0 TOTAL FEES-------------> $3 2,2 94.92 Total Perrrlit Fee-----------> $31,6 94.92
Will Call-----> $3.00 Payments-------------------> $31,694.92
BALANCE DUE---------> $o.o 0
:+r*a**+*�**«�+�*►:�+:***r++**+rs*s+ar�st***�***r*****�t�+«****+■*+*****+****a*�******+*rrr�s*+�***�+****t*���*�******�r*r***s+*s*s******+s*+*�++
Approvals:
Item: 05100 BUILDING DEPARTMENT
07/19/2006 cdavis Action: AP
12/05/2006 jplano Action: AP Approved Rev 1 root moditications tor insu.
hours
09/20/2007 ependley Action: AP Rev. 1/IR5443 ;b1dg 6 toundation changes uni1
added valuation. Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev.2/IR5678; approved ASI E-057 . No aaaea
Additional plan review fee of $120 . 00 due.
10/10/2007 ependley Action: AP Rev.3/IR5679;approved ASI E-058 . No aaaea �
Additional plan review fee of $120 . 00 due
05/07/2008 sgremmer Action: AP Ret 7177 ASI E-58A Unit 13 buyer changes a�
05/08/2008 sgremmer Action: AP Ret 7558 REv 5 Asi 057a unit 12 Buyer chanc
by safebuilt
05/08/2008 sgremmer Action: AP REF 7561 REV 6 ASI E075 unit window revisic
Item: 05400 PLANNING DEPARTMENT
07/19/2006 George Action: AP
11/02/2007 GRUTHER Action: AP Rev.3/IR5679;approved ASI E-058
11/02/2007 GRUTHER Action: AP Rev.2/IR5678; approved ASI E-057
04/02/2008 George Action: PA This is a partial approval tor ASI58; datec
2008 .
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
11/Ol/2007 mcgee Action: NA ASI E-058 Unit 13
No fire issues .
11/01/2007 mcgee Action: DN ASI E-057
Plans show changes to tire detection and tire sprinkler. Plans are not stamped by
02/13/2008 mcgee Action: AP Resubmitted 01-08-08 .
Unit 12 (6A) Rev 1
02/13/2008 mcgee Action: AP Resubmitted 01-08-08 .
Unit 12 (6A) Rev 2
08/05/2008 McGee Action: AP ASI E057a Unit 12
Item: 05500 PUBLIC WORKS
07/14/2006 tk Action: AP Approved Building permit revisions dated rf
6/16/06 and 7/06/06
Item: 05550 ENGINEERING CIVILS
....*.►*+�..�.�.*.*,+.+.....***.�►+.�**.*.*+*�*.���*+�+*.*+*++�+*.*.***.��*.�.��*..+*++****,��.*+*..����.*.*.*+*.*.»..�.*.+�.�.+#....#+�+*++++*..
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, lnternational Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS[N ADVANCE BY TELEPHONE A"I 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM.
, �
SIGNATURE OF OWNER OR C CTOR FOR HIMSELF AND OWNER
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0029 as of 08-11-2008 Status: ISSUED
********************************************************************************************************
Permit Type: NEW(SFR,P/S,DUP) PERMIT Applied: 02/13/2006
Applicant: HYDER CONSTRUCTION, INC Issued: 08/12/2008
Job Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' LJNIT 6
Parcel No: 210108278002
********************************************************************************************************
CONDITIONS
********************************************************************************************************
Cond: 33
(PLAN)THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*********+***********************************************************+**********************
TOWN OF VAIL, COLORADO Statement
+**********�**********+**++*********�**********************************�****************�***
Statement Number: R080001360 Amount: $150.00 08/11/200802 :58 PM
Payment Method: Check Init: DDG
Notation: Hyder 60494
-----------------------------------------------------------------------------
Permit No: B06-0029 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $31, 694. 92
This Payment: $150. 00 Total ALL Pmts: $31, 694. 92
Balance: $0. 00
*******************++*********�*******************************�*************************+***
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300, PLAN CK - project GFP012 150.00
-----------------------------------------------------------------------------
� � �
�ll�l�tmc.
���c���Q�
Suilding Department Services
May 8, 2008
George Ruther
Community Development, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: Front Door ASI E-057a/unit#12 buyer changes
PERMIT NUMBER: B06-0029
REVISION NUMBER: N/A
INTERNAL REF#: 7558
ADDRESS: 151 Vail Lane
Dear Mr. Ruther:
SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003
International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the
documents submitted to be complete for construction.
Plans:
ASI instructions/93 plan sheets
Plan review fee: $150
No additional square footage- No added valuation
Since y
Shane�r�emmer
Plans Examir�er
SAFEbuilt Colorado
P.O. Box 1618
Eagle, CO 81631-1618
(970)328-1790
shane.gremmer(�a,SAFEbuilt.com
SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631
Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓\\Eaglel\eagle shared drive�Plan Review\Vail�Fror.� "
0029\tov-b06-0029.7558 FAL.doc
4 I i� �8 --- --.._
,�
_
r �� ��,`°, . � �� � � '" � �- �� � ,� �
���� � 11 � � � ��_�
l --
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLET NED
` Bwlding Permit#�� ��3
� .,..��
. � �,� c�c� �-�����; ,,r;�
_ l
� � 97fl-d�'9,2'14�K�'In�p�ctr�ns} �-.. ,
������ � REVISION TO TOWN OF VAIL BUILDING PERMIT
Separate Permits are required for electrical, plumbing, mechanical, etc.! ��
75 S. Frontage Rd. • _
Vail, Colorado 81657 �r,+����,,� �� �����
***All Revision submittals must include the Field Set of approved plans. No furtf� - -°--
will be performed until the revisions are approved. ***
CONTRACTOR INFORMATION
General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:
�r• \ �l-P, d -�t �
ATTENTION: JR,CHARLIE,GREG,CHRIS
Contractor Signature:
_ �
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor & Materials
REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $
For Parcel# Confact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com
�?���cei:#
\O\ 0 8 \0"'1"1
Job Name: VQ; • �- � -� r Job Address: �
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: v k Address: . Phone:
r
Architect/Designer. � O Address: Phone:
Engineer: �� Q � ��t Address: Phone:
REASON FOR REVISIONS: �� E_os`��, c.�:� � ta 3uya.,, cZ�:s�o�s
no �,
Work Class: New(� Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( )
Work Type: Interior( ) Exterior( ) Both (py Does an EHU exist at this location: Yes( ) No ( )
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin
No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( )
*******�**�**************************************FOR OFFICE USE ONLY**********************************************
Date Reeeived:- Perrnit Fee�� 10 : �,_Plan CkFee�80 :
Accepted By: Per'mit�Fee(11) °�Plan Ck�Fee�81J.=.
Oatsourcecl Terms: °��- >��
F:\cdev\FORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 4/18/2007
'OWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
5 S. FRONTAGE ROAD
'AIL, CO 81657
70-479-213 8
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW(SFR,P/S,DUP)PERMIT Permit #: B06-0029
1���a�' �����
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING'E'UNIT 6 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . OS/12/2008
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0039
�WNER LODGE PROPERTIES INC 02/13/2006
PO BOX 7
VAIL
CO 81658
RCHITECT 4240 ARCHITECTURE, INC. 02/13/2006 Phone: 303-292-3388
1621 18TH STREET
SUITE 200
DENVER
CO 80202 .
License: C000001868
PPLICANT HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
ONTRACTOR HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
►esciption: VAILS FRONT DOOR BUILDING'E'LTNIT 6 CONSTRUCTION OF A WOOD
RAME DUPLEX TOWNHOME
ccupancy Type Factor Sq Feet Valuation
ESIDENTIAL/MULTFAM( ZONE 3 VB 116 .28 9, 552 $1, 110, 706.56
Totals. . . 9, 552 $3 , 714, 875. 00*
fumber of Dwelling Units: 2 Town of Vail Adjusted Valuation: 3,714,875.00
replace Information: Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pallet: 0
�**********+**�s*�****s*********►**r****s*�*ss***s*�s**�**�+***�**** FEE SUMMARY:::ss*rss+�sss�*�**:rs■*s.+s�s*«►ss+s*r�r:.ssss:s...�+•.*.•.
Building----> $15,51 B.50 Restuarant Plan Review--> $0.0 0 Total Calculated Fees---> $3 2,2 94.92
Plan Check---> $10,o a�.0 2 Recreation Fee---------> $6,6 8 6.a o Additional Fees-----------> $i,1 a o.o o)
Investigation-> $0.00 TOTAL FEES---------> $32,294.92 Total Peitl]it Fee------> $31,154.92
Will C311----> $3.00 Payments--------------> $31,154.92
BALANCE DUE----> $o.0 0
.r**ss*rx*****+s*s.s::*r:�:■s+*+.f.r�*:s*t**s**�******s****r*e**�*****�:►*s►s**.�ss********sa+�*�*..s+ts**r*r***�*t*s**�**:r+s*:s*'*.+s**ss*t*a*a
,pprovals:
tem: 05100 BUILDING DEPARTMENT
07/19/2006 cdavis Action: AP
12/05/2006 jplano Action: AP Approved Rev 1 root moditications for insu.
hours
09/20/2007 ependley Action: AP Rev. 1/IR5443 ;b1dg 6 toundation changes unii
added valuation. Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev.2/IR5678; approved ASI E-057 . No added
Additional plan review fee of $120 . 00 due.
10/10/2007 ependley Action: AP Rev.3/IR5679;approved ASI E-058 . No added �
Additional plan review fee of $120 . 00 due
05/07/2008 sgremmer Action: AP Ret 7177 ASI E-58A Unit 13 buyer changes a]
05/08/2008 sgremmer Action: AP Ret 7558 REv 5 Asi 057a unit 12 Buyer chanc
by safebuilt
05/08/2008 sgremmer Action: AP REF 7561 REV 6 ASI E075 unit window revisi<
tem: 05400 PLANNING DEPARTMENT
07/19/2006 George Action: AP
11/02/2007 GRUTHER Action: AP Rev.3/IR5679;approved ASI E-058
11/02/2007 GRUTHER Action: AP Rev.2/IR5678; approved ASI E-057
04/02/2008 George Action: PA This is a partial approval tor ASI58, datec
2008 .
tem: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
11/O1/2007 mcgee Action: NA ASI E-058 Unit 13 ,
No fire issues.
11/O1/2007 mcgee Action: DN ASI E-057
Plans show changes to tire detection and tire sprinkler. Plans are not stamped, by
02/13/2008 mcgee Action: AP Resubmitted 01-08-08 .
Unit 12 (6A) Rev 1
02/13/2008 mcgee Action: AP Resubmitted O1-08-08 .
Unit 12 (6A) Rev 2
tem: 05500 PUBLIC WORKS
07/14/2006 tk Action: AP Approved Building permit revisions dated r<
6/16/06 and 7/06/06
:tem: 05550 ENGINEERING CIVILS
x�s****►*******ss�*s*�a*�s*�*****a****►s*****+***�***�***►s*�*s*+s*s*f***�+s�s*s*sss**�s*s**s**s**s**�t*******�sss*s**s*�:*s�srt*ss**s�s**s*►s+*�*
�ee page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
nd state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all
'own ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
pproved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
EQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM.
�.� �i����A
SIGNATURE OF OWNER Q�C-F} CTOR FOR HIMSELF AND OWNER
PAGE 2
*******************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0029 as of OS-12-2008 Status: ISSUED
*******************************************************************************************************
Permit Type: NEW(SFR,P/S,DUP)PERMIT Applied: 02/13/2006
Applicant: HYDER CONSTRUCTION, INC Issued: OS/12/2008
Job Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING'E'UNIT 6
Parcel No: 210108278002
***�***************************************************************************************************
CONDITIONS
*******************************************************************************************************
;ond: 33
PLAN)THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
�E SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
'ond: 12
BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
3^ a1- 0 8 �
APPL TI�I�IL�V�T��E j1� TED IF INCOMPLETE OR UNSIGNED
� `�� � -�� !�� � Bwlding Permrt#: -Op a,��. �
- i ;I I�; 970�7'J 2��� � ��.��!��JJ
���!F�"t� ' � I� ��;�}�����
VISION TO TOW�'�. �OF VAIL BUILDING PERMIT ; -, , ,�� ��r,����x-
Se ar �n it��re required,�for electrical, plumbing, mechanical, etc.! �'�`' r �r r/
75 S. Frontage Rd. + ��l� � "_ '�`_����___Ye �
Vail, Colorado 81657
*�`*All Revision submittals must include the Field Set of approved plans. No further inspections
will be performed until the revisions are approved. ***
CONTRACTOR INFORMATION
General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:
1 V�i-� ��►- �t-10 — 4�Z
ATT NTION: JR,CHARLIE,GREG,CHRIS
Contracto Signature:
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials
REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $
For Parcel# Contact Ea /e Count Assessors Office at 970-328-8640 or visit www.ea le-count .com
Parcei�#
d�o� a �
Job Name: , . Job Address: �
dr �Sl :\ v,
Legal Description Lot: Block: Filing: Subdivision: �
Owners Name: �` �k Address: . Phone:
ArchitecUDesigner: � 4o Address: Phone: �
Engineer: �,�6„�u� 1 W�,l Address: Phone:
REASON FOR REVISIONS:
A�ST E o 58� — U�:� ��3 C�B� ��. e.�. �,1�w��e.
r I�'�S. N
Work Class: New Addition ( ) Remodel ( ) f2epair( ) Demo ( ) Other( )
Work Type: Interior( ) Exterior( ) Both f� Does an EHU exist at this location: Yes ( ) No( )
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
I No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet( ) Wood Burning ( )
NoIT e of Fire laces Pro osed: Gas A liances Gas Lo s 1Nood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( )
*****,�**,�**,�****************,�*�*,�********�*******FOR OFFICE USE ONLY*******************�*****�********************
Date Receiuetl:: Permit�Fee' 10 : . ; Plan Ck Fee; 80 :
Acceptetl By � �Pe�mit Fee,(11): ° �����Plan Ck'F�e.�81):�
Outsou"rced°Terms: 4
F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007
`,�`
� � btal��inc.
�QLC)f�AQC?
$uilding Department Services
�_��,,�,�- �.,��-�-.�-�:��
������ �.�4�
May 7, 2008
George Ruther
Community Development, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: Front Door ASI E-058a/unit#13 buyer changes
PERMIT NUMBER: B06-0029
REVISION NUMBER: N/A
INTERNAL REF#: 7177
ADDRESS: 151 Vail Lane
Dear Mr. Ruther:
SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003
International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the
documents submitted to be complete for construction.
Plans:
ASI instructions/93 plan sheets
Plan review fee: $300
No additional square footage- No added valuation
Sincerel
ne Gremmer
Plans Examiner
SAFEbuilt Colorado
P.O. Box 1618
Eagle, CO 81631-1618
(970)328-1790
shane.gremmer(�a,SAFEbuilt.com
Page 1 of 1
SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631
Phone:(970)328-1790✓Toll Free: (877)428-6412✓Fa�c:(970)328-1791✓\\Eaglel\eagle shared drive�Plan Review\Vai1�F'ront Door�B06-
0029\tov-b06-0029.7177 FAL.doc
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP)PERMIT Permit #: B06-0029
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING'E'IJNIT 6 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . 03/27/2008
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0039
OWNER LODGE PROPERTIES INC 02/13/2006
PO BOX 7
VAIL
CO 81658
ARCHITECT 4240 ARCHITECTURE, INC. 02/13/2006 Phone: 303-292-3388
1621 18TH STREET
SUITE 200
DENVER
CO 80202
License: C000001868
APPLICANT HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
CONTRACTOR HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
Desciption: VAILS FRONT DOOR BUILDING 'E'LJNIT 6 CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116 .28 9, 552 $1, 110, 706 . 56
Totals . . . 9, 552 $3 , 714, 875 . 00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 3,714,875.00
Fireplace Information: Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pallet: 0
*�******«**r****»*a*****�**r�**►�*r�+�******r++******************�*** FEE S UMMARY*r+�****+r******+******r****�r*************�*�+***********►
Building------> $15,518.5 o Restuarant Plan Review--> $o.o o Total Calculated Fees-----> $3 2,2 94.92
Plan Check---> $10,o s�.o z Recreation Fee------------> $6,6 8 6.4 o Additional Fees------------> $1,14 0.o o)
Investigation-> $o.o o TOTAL FEES-------------> $3 2,2 94.92 Total Permit Fee-----------> $31,154.92
Will Call-----> $3.0 0 Payments-------------------> $3 1,1 5 4.9 2
BALANCE DUE---------> $o.0 0
W�kY*+k+k*�+k#####*#�##+k�k�+k*+k#+k*+k�+k#4d+k*##�k#+k*�k*+k�+k:K4�k�M*k***�i�*+k#+k#�k#####t#Y#�t�t&�K:k�k#�k#�kk#N#�k*###�k##�k4�k�#**�#�k*�k#**�k#*��k*�k��k##k+k*#�k:k##*�k*#*+k*+Y+kY*M
Approvals:
Item: 05100 BUILDING DEPARTMENT
07/19/2006 cdavis Action: AP
12/05/2006 jplano Action: AP Approved Rev 1 root moditications tor insu.
hours
09/20/2007 ependley Action: AP Rev. 1/IR5443 ;b1dg 6 toundation changes unil
added valuation. Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev.2/IR5678; approved ASI E-057 . No added
Additional plan review fee of $120 . 00 due.
10/10/2007 ependley Action: AP Rev. 3/IR5679;approved ASI E-058 . No aaaea ,
Additional plan review fee of $120 . 00 due
Item: 05400 PLANNING DEPARTMENT
07/19/2006 George Action: AP
11/02/2007 GRUTHER Action: AP Rev.3/IR5679;approved ASI E-058
11/02/2007 GRUTHER Action: AP Rev.2/IR5678; approved ASI E-057
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
11/Ol/2007 mcgee Action: NA ASI E-058 Unit 13
No fire issues .
11/Ol/2007 mcgee Action: DN ASI E-057
Plans show changes to tire detection and tire sprinkler. Plans are not stamped by
02/13/2008 mcgee Action: AP Resubmitted 01-08-08 .
Unit 12 (6A) Rev 1
02/13/2008 mcgee Action: AP Resubmitted 01-08-08 .
Unit 12 (6A) Rev 2
Item: 05500 PUBLIC WORKS
07/14/2006 tk Action: AP Approved Building permit revisions dated rf
6/16/06 and 7/06/06
Item: 05550 ENGINEERING CIVILS
***.....�.**.+*.**.�►..:�*�.*..,..�,...*:+....*,..*.*.*,*��.*�*�***.*...*.***.*.*.*.*�*.***�**.**.**.*.*******:*.*.**��.�**.*.*.*��*.�,.,.*...*►+
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
RF,QUESTS FOR►NSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM.
�
SIGNATURE OF OWNER O CTOR FOR HIMSELF AND OWNER
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0029 as of 03-27-2008 Status: ISSUED
********************************************************************************************************
Permit Type: NEW(SFR,P/S,DUP)PERMIT Applied: 02/13/2006
Applicant: HYDER CONSTRUCTION, INC Issued: 03/27/2008
Job Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E'iJNIT 6
Parcel No: 210108278002
********************************************************************************************************
CONDITIONS
********************************************************************************************************
Cond: 33
(PLAN)THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
********+***********************************************************************************
TOWN OF VAIL, COLORADO Statement
****************************************************�*********************�*****************
Statement Number: R080000356 Amount: $120. 00 03/27/200803 :40 PM
Payment Method: Check Init: LC
Notation: #59210/HYDER
CONSTRUCTION INC.
-----------------------------------------------------------------------------
Permit No: B06-0029 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $31, 154. 92
This Payment: $120. 00 Total ALL Pmts: $31, 154. 92
Balance: $0. 00
*****************�*******************************�******************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300, PLAN CK - project GFP012 120. 00
-----------------------------------------------------------------------------
,.i �o�, ����
� �
APPLICATION WILL NOT BE A CEP INCOMPLETE OR UNSIG D �v� �"
Bu�ldmg Permit# —Wa°1 ���3 ( b�
� ��������k�������
-�: . �
�'���� � ION TO TOW O VAIL BUILDING PERMIT ,
Separate Permits are required for electricai, plumbing, mechanical, etc.!
75 S. Frontage Rd.
Vail, Colorado 81657
***All Revision submittals must include the Field Set of approved plans. No further inspections
will be preformed until the revisions are approved. *�
CONTRACTOR INFORMATION
General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:
_ �, c�. v� A�u t— (4� 1
ATT NTION: OE ,�HARLIE,GREG,CHRIS
Contractor ' nature:
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials
REVISED AMOU�IT: � � ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $
For Parcel# ContaCt�a !e Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com
. �
�,_ .„�_,�
a� a� �
Job Name: ` I Job Address: `c� � N�
�1G���S �OK� �V
Legal Description Lot: Block: Filing: Subdivision:
C�wners Name: ` �Q�� Address: Phone:
L/e.:
Architect/Designer: 4� Address: Phone:
Engineer: N� Q U Address: Phone:
REASON FOR REVISIONS: /�S� C--oS-�
c,��• � �a � �.� 1 M t�
Work Class: New� Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior( ) Exterior( ) Both (p� Does an EHU exist at this location: Yes ( ) No( )
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) �
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin
No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( ) No( ) Does a Fire Sprinkler System Exist: Yes( ) No( )
FOR OFFICE USE ONLY
w
"��'�E�����Y`���� ` ' � � . � �� �� "p�Y!'1't�����@ .�� `����,� �� t�;t { �� ���t1���� �Q ; � ���_' � � �t.�
� � � rm�t � ��� "3'� -i..�i' �'�' ���. ,.��i,� �� ��i}�� � iv
'�G� ��-��� ���� Perrr���� "�1 sz a ,�� �; ��; ��� �1an�K"� 8�)� �� �
�� �, ��� +. ��� � . u , � ° f
��ii�������;�'�T����'� '�B SI Y �}:F ,�Av:G,_.�k 1 M �� ��..A t! � �` �T a,. ��,<
qr
+d'
� o
�
➢ .�.. . Vw.. . .t ..: v+e�v—
F:lcdevlFORMSiPermits\BuildingAbuilding_revision_3-27-2007.doc Page 1 of 2 ��w� ���R��
i'y
� F � b i .
u ��n�.
������a�
Building Department Services
October 9, 2007
Charlie Davis
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: ASI E-057/unit#12 buyer changes
PERMIT NUMBER: 606-0029
REVISION NUMBER: 2
INTERNAL REF#: 5678
ADDRESS: 151 Vail Lane
Dear Mr. Davis:
SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003
International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the
documents submitted to be complete for construction.
Plans:
ASI instructions/21 plan sheets
Plan review fee: $120.00
No additional square footage- No added valuation
Sincerely,
�����
��
Matthew Royer
Building Official
SAFEbuilt Colorado
P.O. Box 1618
Eagle, CO 81631-1618
(970)328-1790
(877)428-6412
matt.ro.�r(a�SAFEbuilt.com
Page 1 of 1
SAFEbuilt Colarado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631
Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fa�c:(970)328-1791✓Z:�PIan Review\Vail�Front Door�B06-0029\tov-b06-
0029.Rev2_FAL.doc
.
r .4 2 L�.O
ARCH ITECT'S SU PPLEM ENTAL
VAIL'S FRONT DOOR
INSTRUCTION No. E-057
To: Doug Thompson / Hyder Construction, If1C. PROJECT NO:: 20693.OH
543 Santa Fe Drive DATE ISSUED 09.I 0.07
Denver, CO 80204 FROM: Michael Dire
303-825-1313 303-292-3388
The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions
indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time.
Architect's Supplementa] Instruction Title: Building E—Revisions Associated with Buyer Changes for Chalet Unit#12.
Reason for Change:
To incotporate buyer requested changes into Unit#12 (6A) affecting architectural,structural,mechanical,plumbing,and electrical.
Description of Instructions:
See attached drawings and annotations,as well as 8 '/z"x 11"specifications for design information.
Sheet BR 12-A162
Plan"1"—Added: A/V Rack to Jr.Master Closet;Partition Wall with locking pair of doors to Jr. Master Closet; (3) Storage Closets
to Garage; Built-in desk to Multi-Purpose Room;Built-in Bench/Storage to Vestibule; and Door to Closet. Deleted: Closet in Multi-
Purpose Room;Partition Wall w/Door from Vestibule to Corridor.
Sheet BR 12-A163
Plan"1"—Added and Located: Speakers,Motion Detectors, Sprinkler Heads and Smoke Detectors to Reflected Ceiling Plan.
Added: Lighting to Multi-Purpose Room, Stair,Bathroom, Bedroom,Jr. Master Bedroom, Jr. Master Closet and Jr. Master
Batlu-oom.
Sheet BR 12-A164
Plan"1"—Added: Partition Wall with locking door to Sr.Master Closet.; and a `jetted tub' to Sr. Master Bath.
Plan"2"—Added and Located: Speakers,Motion Detectors, Sprinkler Heads and Smoke Detectors to Reflected Ceiling Plan.
Added and Revised: Lighting in Bedroom,Bathroom, Sr. Master Bathroom, Sr. Master Closet,Corridor, Stair and Closet.
Sheet BR 12-A165
Plan"1"�—Added: Floor outlets to Living Room. Revised: Location of Fireplace.
Plan"2"—Added and Located: Speakers,Motion Detectors, Sprinkler Heads and Smoke Detectors to Reflected Ceiling Plan.
Added: Motorized Shades to windows along East Elevation. Added and Revised: Lighting to Living Room,Powder Room, Closet
and Foyer.
Sheet BR A261
Elevation"1"—Added: Keyless entry/intercom box to West Elevation; and Note to provide wiring,box and blocking for future
satellite/radio connection. �
Elevation"2"—Added and Located: Outside air intake termination to side wall of chimney.
__ --- --
Sheet BR A262 � �'����W�� �Y
Elevation"1"—For InFormation Only.
ElevaCion"2"—For Information Only.
pC� i� � ���7'
1
�
SAFEbuilt �oiflrado
42�40 ARCHITECTURE INC
1621 Eighteenth Street
Suite 200
Denver,Colorado 80202 The information contained in this message is privileged and confidential intended only for the use of the individual(s)or entity(ies)named
t 303.292.3368 f 303.29231 13 above. If the reader of this message is not lhe inlended recipient,you are hereby notified thal any dissemination,distribution,or copying o(
www.4240architecare.com this communication is strictly prohibi[ed. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately.
� 4240
Sheet BR S 160
For Information Only.
Sheet BR S 162
For Information Only.
Sheet BR S 164
Revised: Column locations in South Wall along grid line F,between Grid lines 3 &6; Column location along grid line H,between
grid lines 3 &6; and Beam and Column locations between grid lines G &H and 6&9.
Sheet BR 5165
Revised: Locations of LVL Beams and Columns between grid lines 3 &6 and F &H; and Beam and Column locations between
grid lines 6 &7 and G &H.
Sheet BR S 166
For Information Only.
Sheet M 161
Plan"I"—Added: HVAC equipment far A/V system and Ducting to Jr. Master Closet; and Return Air Grills and Ducting from
Foyer through Mechanical into Jr.Master Closet.
Plan"2"—For Information Only.
Plan"3"—Revised: Location of Thermostat in Living Room; and Radiant Floor Zones in Kitchen and Dining Room.
General—Added:Note for HVAC equipment for A/V system.
Sheet BR 12-P161
Plan"1"—Revised: Locations of Domestic Water Heat Exchanger,Expansion Tank, and Recirculation Pump,per`Base' Package
coordination.Deleted: Waste&Vent and Cold&Hot Water lines for future washer.
Plan"2"—Revised: Location of Gas Line up from level below.
Plan"3"—Revised: Location of Gas Line up from level below.
General—Deleted: Keynote.
Sheet E004
Added: XM antenna raceway detail note.
Sheet E008 (New Sheet)
Added: Load Center Schedule.
Sheet E161
Plan"]"—Added: Lighting to Jr. Master Bathroom,Jr. Master Closet, Bathroom,Bedroom,Multi-Purpose Room and Garage;
Receptacles to Multi-Purpose Roo�n,Jr. Master Closet and Vestibule; and Clock Receptacles to Multi-Purpose Room and Stair.
Revised: Locations of In-Floor Heating Pumps; and Switching for Jr. Master Closet.
Plan"2"—Added: Lighting to Sr. Master Bathroom,Bathroom, Closet,Bedroom, Stair and Corridor; and Clock Receptacles to
Stair.
Plan"3"—Added: Lighting to Living Room,Powder Room, Closet,Foyer, and Stair;Receptacle for Insta-Hot to Kitchen;
Receptacles to Living Room; and Cloek Receptacles to Stair and Living Room. Revised: Lighting layout of Living Room; and J-
Boxes in Kitchen and Dining Room. Deleted: Door Bell
General—Added: General and Detail Notes.
�EVI�WE�D BY
.�_____
�c� � � ��or
� SAFEbuilt Calorado
42�40 ARCHITECTURE INC
I621 Eighteenth Street
Sui[e 200
Demer,Colorado 80202 The information contained in ihis message is privileged and confidential in[ended only for the use of the individual(s)or entity(ies)named
[303.2923388 f 303.292.3113 above. If the�eader of this message is not the intended recipient,you are hereby notified that any dissemination,distnbution,or copying of
www.4240architecture.com this communication is sirictly prohibited. If you have received lhis communication in error,please notify 42/40 Architecture,Inc.immediately.
�
! 4240
Attachments and Enclosures:
Architectural Sheets: BR 12-A162,BR 12-A163,BR 12-A164,BR 12-A165,BR A261,BR A262
Structure Sheets: BR-S160,BR-S162,BR-S164,BR-S165,BR-S166
MEP Sheets: M161,BR 12-P161,E004,E008, E161
Copy To: 4240
gy: ��� _ ___ Jarvie Worcester/VRDC
Mark Gee/Monroe&Newell
Received By: __ _ _ Jim Ness/Monroe&Newell
Jay Watson/ABS Consultants
Steve Shayler/ABS Consultants
Marcus Vahling/ABS Consultants
�hr-an/Slifer Desiens
Submit to Town of VaiL �YES � NO Rob Pi���� p�/
Steve I��� / R��� �
��� � � ����
42�40 ARCHITECTURE INC �q��b�iit Calorado
1621 Eighteenth Street �
Suite 200
Denver,Colorado 80202 The information conlained in this message is privileged and confidential intended only for the use of the individual(s)or entity(ies)named
t 303.292.3388 f 303.292.31 13 above. If the reader of this message is not the inlended recipient,you are hereby notified that any dissemination,distnbution,or copying of
www.4240architecture.com this communication is strictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately.
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW(SFR,P/S,DUP)PERMIT Permit #: B06-0029
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING'E'iINIT 6 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . : 11/07/2007
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0039
OWNER LODGE PROPERTIES INC 02/13/2006
PO BOX 7
VAIL
CO 81658
ARCHITECT 4240 ARCHITECTURE, INC. 02/13/2006 Phone: 303-292-3388
1621 18TH STREET
SUITE 200
DENVER
CO 80202
License: C000001868
APPLICANT HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
CONTRACTOR HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
Desciption: VAILS FRONT DOOR BUILDING'E'LJNIT 6 CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116 .28 9, 552 $1, 110, 706 . 56
Totals. . . 9, 552 $3 , 714, 875 . 00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 3,714,875.00
Fireplace Information: Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pallet: 0
«*�************x*******+�r*r*****x****�******�******t*t*r***�**��**** FEE SUMMARY.+.��+�*r�.**.*********ss��*.+r+*+*******�**�.�r*..�s**+*�*
Building------> $15,518.5 o Restuarant Plan Review--> $0.o o Total Calculated Fees-----> $3 2,2 94.92
Plan Check---> $10,0 8�.0 2 Recreation Fee------------>
$6,6 8 6.4 o Additional Fees------------> $1,14 0.o o)
Investigation-> $0.0 0 TOTAL FEES-------------> $3 2,2 94.92 Total Permit Fee-----------> $31,154.92
Will Call-----> $3.0 0 Payments-------------------> $3 1,0 3 4.9 2
BALANCE DUE---------> $12 0.o 0
**«******r**r*****s*:*r***a**<s***�*****.***a�*r******�*�+���r+��+:r�+***�r*+*�t*�s�**r****st*�s****•#***+*�*►+*:�+:****�*�*�**►r:*r*rs�*+a�*****
Approvals:
Item: 05100 BUILDING DEPARTMENT
07/19/2006 cdavis Action: AP
12/05/2006 jplano Action: AP Approved Rev 1 root moditications tor insu.
hours
09/20/2007 ependley Action: AP Rev. 1/IR5443 ;b1dg 6 toundation changes unil
added valuation. Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev.2/IR5678; approved ASI E-057 . No added
Additional plan review fee of $120 . 00 due.
10/10/2007 ependley Action: AP Rev.3/IR5679;approved ASI E-058 . No aaaea ,
Additional plan review fee of $120 . 00 due
Item: 05400 PLANNING DEPARTMENT
07/19/2006 George Action: AP
11/02/2007 GRUTHER Action: AP Rev. 3/IR5679;approved ASI E-058
11/02/2007 GRUTHER Action: AP Rev.2/IR5678; approved ASI E-057
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
11/O1/2007 mcgee Action: NA ASI E-058 Unit 13
No fire issues .
11/Ol/2007 mcgee Action: DN ASI E-057
Plans show changes to tire detection and tire sprinkler. Plans are not stamped by
Item: 05500 PUBLIC WORKS
07/14/2006 tk Action: AP Approved Building permit revisions dated rE
6/16/06 and 7/06/06
Item: 05550 ENGINEERING CIVILS
«**:***.*.�.�.***.�.s*.*.*******:*+*►*:*.***�*+*.*.*.*+*«»*.*.*.**�**�.*..�*.*«:+.*.*+*.+*.*�:*.+*.****.*.*�*....*��*..�***.******�.**.*.*..*..+.
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOU�1 NCE BY TELEP�A`P�#99���\OUR OFFICE FROM 8:00 AM-4 PM.
\ 1
SIGNATURE OF O O ON T FOR HI AND OWNER
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0029 as of 11-07-2007 Status: ISSUED
********************************************************************************************************
Permit Type: NEW (SFR,P/S,DUP)PERMIT Applied: 02/13/2006
Applicant: HYDER CONSTRUCTION, INC Issued: 11/07/2007
Job Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E'L1NIT 6
Parcel No: 210108278002
********************************************************************************************************
CONDITIONS
********************************************************************************************************
Cond: 33
(PLAN)THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*********************************�**********************************************************
TOWN OF VAIL, COLORADO Statement
***********************************************+*********�**********************************
Statement Number: R070002458 Amount: $120. 00 11/07/200709:36 AM
Payment Method: Check Init: LC
Notation: #2507/DOUG
THOMPSON FOR HYDER CONSTRUCTION
-----------------------------------------------------------------------------
Permit No: B06-0029 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $31, 154 . 92
This Payment: $120.00 Total ALL Pmts: $31, 034 . 92
Balance: $120. 00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300, PLAN CK - project GFP012 120.00
-----------------------------------------------------------------------------
�
� � ���� ilf"IC.
CCILC)I��C3�.7
Building Department 5eivices
October 10, 2007
Charlie Davis
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: ASI E-058/unit 13 buyer changes
PERMIT NUMBER: B06-0029
REVISION NUMBER: 3
INTERNAL REF#: 5679
ADDRESS: 151 Vail Lane
Dear Mr. Davis:
SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003
International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the
documents submitted to be complete for construction.
Plans:
ASI E-058 supplement instructions/23 plan sheets
Plan review fee: $120.00
No additional square footage- No added valuation
Sincerely,
�
���
Matthew Royer
Building Official
SAFEbuilt Colorado
P.O. Box 1618
Eagle, CO 81631-1618
(970)328-1790
(877)428-6412
matt.rover_,SAFEbuilt.com
Page 1 of 1
SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631
Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax: (970)328-1791✓Z:�Plan Review\Vail�Front Door�B06-0029\tov-b06-
0029.Rev3_FAL.doc
,.---
-a�` ti:�
�--�-C-� ��� � j (��-- � -�v , _> L—�
. �--.�.� � f�
1��� ` _
AP TION ILL T BE ACCEPTED IN T SIGNED
` il rmrt# �C�lo Cx���l
�:.
r � �;:�4�.: il��f�����`����is)
w- �
�����'�� � IS OW F VAIL BUILDIN PERMIT
Separate Permits are required for electrical, plumbing, mechanical, etc.!
75 S. Frontage Rd.
Vail, Colorado 81657
***All Revision submittals must include the Field Set of approved plans. No further inspections
will be preformed until the revisions are approved. ***
CONTRACTOR INFORMATION
General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:
�, c. "� 10�i- 'L�..c Z ��'- o � - l4 1
ATT NTION: E .IR,C�IARI.IE,GREG,CHRIS
Contractg�Signatu re:
c�
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor&Materials
REVISED AMOUNT: $ � ELECTRICAL: $ OTHER: $ _
PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $
ForParcel# Contact Ea le Count Assessors Office af 970-328-8640 or visit www.ea le-count .com
a� a�
Job Name: Q, �,� a�� Job Address: `CJl :` ��,,n Q
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: Address: Phone:
G``
Architect/Designer: �a 4 Address: Phone:
.
Engineer: ,� Address: Phone:
�/10►�v c�e �r IV,o.w e.�l I
REASON FOR REVISIONS: r�= E-�SS
�� �t L I�t�
Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( )
Work Type: Interior( ) Exterior( ) Both( ) Does an EHU exist at this location: Yes ( ) No( )
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin
No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( ) No( ) Does a Fire Sprinkler Sys ' '
*��*********** FOR OFFICE USE ONLY
'� � m" "� : s ���'� � r Perni��:��e �,0 1 ; � '� �� 't'
, , s
x fPd� �t� �
�y � � � � -9 � , Permr�°�ee{1�) ; � R�� k F�+� ��� � �� �_ ,�
_�` ,�ed�Ercn� � r�. � , �� ` ��' �'�; � :;
VAIL
F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007
.�
- q.24o
ARCH ITECT'S SU PPLEM ENTAL VAIL'S FRONT DOOR
INSTRUCTION No. E-058
T� Doug Thompson/ Hyder Construction, If1C. PROJECT NO:: 20693.OH
543 Santa Fe Drive DATE ISSUED 09.I 0.07
Denver, CO 80204 FROM: Michael Dire
303-825-1313 303-292-3388
The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions
indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time.
Architect's Supplemental Instruction Title: Building E-Revisions Associated with Buyer Changes for Chalet Unit#13.
Reason for Change:
To incorparate buyer requested changes into Unit#13 (6B)affecting architectural,structural,mechanical,plumbing,and electrical.
Description of Instructions:
See attached drawings and annotations,as well as 8 '/�" x 11"specifications for design information.
Sheet BR13-A161
Plan"1"-Added: A/V Rack and Low Voltage Panels to Linen Room; Lutron Panels and Built-In Closet to Foyer;a Message
Room; a Yoga Room;a Linen Room;a shower and tub to Bathroom;Various Built-In Cabinetry;note to provide a vapor barrier;
and a note to refer to ID drawings. Revised: Layout of Bathroom and Storage Room. Deleted: Multi-Purpose Room.
Sheet BR13-A162
Plan"1"-Added: Built-In Cabinetry/Cubbies and a trench drain to Vestibule; Built-In Cabinetry to Bedrooms,Bathroom and
Laundry Room; a Bedroom; note to provide a vapor barrier; and a note Co refer to ID drawings.Revised: Location and layout of
Laundry Room and Bathrooms. Deleted: .tr. Master Closet and Storage.
Sheet BR13-A164
Plan"1"-Added: An office; a Storage Room; Various Built-In Cabinetry to Sr. Master Bedroom; Built-ln Desk and Shelving to
Oftice;Built-In Shelving to Closet; Built-In Island and Cabinetry to Sr. Master Bathroom; note to provide a vapor barrier; and a
note to refer to ID drawings. Revised: Layout of Bedroom, Sr. Master Bathroom and Bathrootn; Layout and Location of Closet and
Sr. Master Closet. Deleted: Laundry Room.
Sheet BR13-A165
Plan"1"-Added: Built-In Cabinetry to Kitchen; note to provide a vapor barrier; and a note to refer to ID Drawings. Revised:
Location and Layout of Powder Room and Closet; Layout of Stairs; and Layout of Kitchen. Deleted: Pantry in Kitchen.
Sheet BR A261
Elevation"1"-Added: Keyless Entry/Intercom Box to West Elevation.
Elevation"2"-Added and Located: Outside air intake termination to side wall of chimney.
General - Added: Note for all windows to be Aluminam EnduraClad Exterior windows.
Sheet BR A262
Elevation"1"-For Information Only. �
Elevation"2" -Added:Note to provide wiring box and blocking for future satellite/radio co _ � an� A��„�r;� �a��
south side of the Fourth Floor on the East Elevation. �����'������ �Y
General- Added: Note for all windows to be Aluminum EnduraClad Exterior windows.
�....���-..r,_.--
��� � � ����
42�40 ARCHITECTUREINC II SAFEbuilt Colorado
1621 Eighteenth Street
Suite 200
Denver,Colorado 80202 The information conlained in this message is privileged and confidential intended onty for the use of the individual(s)or entity(ies)named
[303.2923388 f 303.292.31 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distnbution,or copying of
www.4240architecmre.com this communication is stricUy prohibited. If you have received Ihis communicalion in error,please notify 42/40 Architecture,Inc.immediately.
4240
Sheet BR-S160
Added: Various Columns and Load Bearing Walls for revised floor plan; Section 1; Section 2;and a depression in the slab between
grid lines 3 &4 and B &C.Revised: Column locations for revised floor plan.
Sheet BR-S 162
Added: Section 1. Added and Revised: Various Column and Beam locations and sizes for revised floor plan.
Sheet BR-S 164
Added: Section 4; Section 5;LVL Beams between grid lines 1 &3 and D&F; and LVL Beams between grid lines 3 & 5 and B &
D. Added and Revised: Various Columns and Beams for revised floor plan. Revised: `Top of Slabs' between grid lines 7& 10 and
C&E.
Sheet BR-S 165
Added: Section 1; Section 2;and Section 3. Added and Revised: Various Columns and Beams for revised floor plan.
Sheet BR-S 166
Added: Section l; Section 2;and Section 3. Added and Revised: Various Columns and Beams for revised floor plan.
Sheet M 162
Plan"1"-Added and Revised: Exhaust Fans and ducting;supply air ducting;Thermostats;Manifold Boxes; and Hydronic Piping.
Revised: Location of Wall Exhaust Louver;and Radiant Floor Zones. Added: HVAC equipment for A/V system
Plan"2"-Added and Revised: Exhaust Fans and ducting;supply air ducting;Thermostats;Manifold Boxes; and Hydronic Piping.
Revised: Radiant Floor Zones. Added: HVAC equipment for A/V system.
General-Added: Plan General Notes and HVAC equipment for A/V system notes.
Sheet M 163
Plan"1"--Added and Revised: Exhaust Fans and ducting;supply air ducting; Manifold Boxes; and Hydronic Piping. Revised:
Location of Thermostats and Radiant Floor Zones.
Plan"2"-Revised: Locations of Exhaust Fans and ducting,Manifold Boxes and Thermostats; and Radiant Floor Zones.
General- Added: Plan General Notes.
Sheet BR13-P162 �
Plan"1"-Added: Steam Generator. Added and Revised: Waste&Vent,Hot&Cold Water lines and Storm Drains for revised
floor layout. Revised: Location of Hot Water HX Piping.
Plan"2"-Added and Revised: Waste&Vent,Hot&Cold Water lines, Strom Drains and Gas line.
General-Revised: Various Keynotes.
Sheet BR13-163
Plan"1"-Revised: Waste&Vent,Hot&Cold Water lines, and Gas line. Deleted: Hot&Cold Water lines.
Plan"2"-Revised: Waste&Vent,Hot&Cold Water lines, and Gas line. Deleted: Hot Water and Storm Drain Lines.
General-Revised: Various Keynotes.
Sheet E 162
Plan"1"-Added: Various A/V Equipment; A/V cooling equipment; and a Steam Generator Pump. Added and Revised: J-Boxes,
Exhaust Fans,and Receptacles for revised floor layout.Revised: Location of In-Floor Heating Pumps and Electrical Panel in
Mechanical Room.
Plan"2"-Added and Revised: Exhaust Fans and Receptacles for revised floor layout.
General Added: General Notes
Sheet E I 63
Plan"1"-Added: Humidifiers to Mechanical.Added and Kevised: J-Boxes and Receptacl s or rev
Plan"2"- Added and Revised: J-Boxes and Receptacles for revised tloor layout. ��� _�M�
General-Added: General and Detail Notes.Revised: Load Center and Equipment Schedul s. --���. _
���` � � �t�C1�
42�40 ARCHITECTURE INC
1621 EighteenchStreet SAFEbullt ColOrado
Suite 200
Denver,Colorado 80202 The in�ormation contained in this message is privileged and confidential intended only for the use of Ihe individual(s)or enlity(ies)named
t 3032923388 f 303.29231 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution,or copying of
www.4240architecture.com this communication is strictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately.
� 4zq.o
Attachments and Enclosures:
Architectural Sheets: BR13-A161,BR13-A162,BR13-A164,BR13-A165, BR-A261,BR-A262
Structural Sheets: BR-S 160,BR-S 162, BR-S 164,BR-S 165,BR-S 166
MEP Sheets: M162, BR13-P162,P402,E004,E162
Letter size sheets: Sonics ESD cut sheets. �
Copy To: 4240
By�--��_ __ Jarvie Worcester/VRDC
Mark Gee/Monroe&Newell
Received By:_ Jim Ness/Monroe&Newell
Jay Watson/ABS Consultants
���b/1��'�` �� �ov`��� °�—' �� L.� Steve Shayler/ABS Consultants
Marcus Vahling/ABS Consultants
Madeline�I�rait/ODA Design Associates
Ro ierang ' 't""�°—��
Ste �e Rondir � ���� ��
�.
��� 1 � ?���
42�40 ARCHITECTURE INC �
i6zi E�gn�ee„�ns«ee� i SAFEbuilt Golorado
s���e zoo
Denver,Colorado 80202 The information contained in Ihis message is privileged and confidential intended only for the use of the individual(s)or entity(ies)named
2 303.292.3388 f 303.29231 13 above. If the reader of this message is not Ihe intended recipient,you are hereby notified that any dissemination,distribution,or copying of
www.4240architetture.com this communication is strictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately.
Y
Q �
� m z
Z ��
J
�W z��wQ
, �--� Wm � �I��(n
�� �� zOu>m��0
� �� � U
I 1 �cn��J�Z�
-p I � ����i���
� ` � F-� ����
� s��� ��
� =�°�o°o
�� / i� �O��QQ��w
�j�� �� Z � O���
�� wQZm``�O
_ /
/ / � Ow�w��C�UZ
U � Z �� J�J�(n= ZZ�
/ Q ��Q��OOJWQ
� = WWQ�\�1=W
� � c� � �i�cnzc��v�-cn
/ F- � �
� �S % = a �7 0 .
� � i � o J p Q� �
I � � � W o Q ,� 7
I r � ~ ��w�Q O
_ I Q
� � z �
� � � ��J �
4J � �. � _�o
(I1 �r �� W �~_�� 1T
�" � z� w —
\ , � ���QJ
\ � —
cfl Q���
J � J
<, W � ��
� '� F— w(��2.Z
��li�—
— � �Q Q �
�
- � ��� � z
- - _ Z W � W�z ,b
�',I`� �� � 1- ��o�
� � � �N H J Q;w Jo
�� � � F' O N�Z�Q
w W� ; _ � f�; v)
z ° -�v' � X �= a 0 �
° ?u' w� � ^ y �� � = fSn
cn � z� �v > � � � Q ~ w�=UC� � v`
° z �� x z • � �� ,.._, � m�—zo�
f— W �] �� Q O C� �in Y �i W J W U�—Q Q .�
� � J ��Qg
� Q w Q �o °Q� ° `�Oc=n w o [-W� (� =zaocn� S
.
,,�,c� o Z`�' Q� =o � �z z- � oo �C Z �°ocnOOZCn
m o z Q� m� �n— `y c� �� Q� w �_ (I] (� u���Q��v,zp
F—� �m cwi� �� �z ~ O � � � `n � � �(�j����ZQ
c°'— W w �C� W � U �Q � t� O Q f—QQOQ�Q(�
x _ -�� QQ z O O cD � � O cn �z�cn��w� Z
CV� �L� U �Li YUI J � N�7 W Z �� —
� l!� O W� Q c�� cn�
� � J Q �o I z� I Q
Q tL
� Q J z m JU�QQ7�OQ ''
-� ° - Q °'F- w c� a
S N � O � ��wZ�U�~ �
� �� �!— � �U7
F- � w w �a o�� �� �
o cn � � > zi--��F-�o
z ° � c� .ocno�cnOC�
� � Q�Q
INNC mtL ��• eII�••�"�O�
CHALET AT THE LODGE � XTERIOR PARTITION
AT VAIL � SONICS ESD �T�� ����
1HI5 DOCUAlENT CONTAINS PROPRIEiMY INFORAIAPON BELONGING TO ME BARAIH ALWS11C5 MNC Nu REV.No.:
�IX!ITS Aii0.1ATEU CDVAPANIES AND SHALL BE USED Ol�LY FOR 1HE PUR�OSE GOR Ipl VFD AC-2 �
R WAS SUPPl1m.�T S1UL1 NOT BE COPIEq RECRO0UCE0 OR O7HQiw1SE USED,NON SNAIl
91p1 INFORAIA7tOf�BE NRNI9IED W WNOLE IXt W PMT To oT1ER5 EX(�PT IN ACCORDANCE 130 1/2 DUNECREST AVE. MONTEREY CA. 93940 , scuF onn�er c�acm a+ wa�o er
W17M TI£7ERM5 OF ANY Al77EE1�lENT UNDER N}iIQ1 IT'h'AS SUPPIJm OR�1TH THE PRIOR
'NR�ifE1!CONgNT OF 9MA7H ACOUSPL�INC AND 4iAt1 BE ftENRNEO UPON REWEST. PH�NE �8.j�� 646-9711 FQX �831�646-978� �'�'S Dat. 0]/23 a1 Dat• 03 /
Y
U (�
0 Q T
Z ��Q
�m z��wQ
0 ,-- O <fW�QC�
� �� Q� I �S l��
Q i� � w� Q ��n
� = zw w �
- O \ QOCn�'��-�
Xa' i � sz m��'°
z z - � z i ;; „ � ��_�jzz�i
0 0 � o
� t- t= � t= w I ii ii � ��~U=�w�
c� C� � U I- i� � 1 �-Q��v)�Q-
U � � I-"c� � z a Q � / ��zoo_ ��
� u~i c~n - v~i � °� ,�`� i ���v�co�o
�' �l Z � Z � Z � �1�J � , � Z��"����`S.
I— �— O r O �O W YOZ �� -- O��Zmr�>��
(n I I C� U p]� � � �� — O -Q�
z � � C� � C� � C� Q =\� � z JW�w�F—(�UL
W Z �f
O z \c~n \v~i g c~n � _�o �� _ �wwQ�\w=w
� `- x � x x \U O � c� � �i�cn z c��-c�F-cn ,
� � � W � w r) w ��J // _ � �
Q
� � X
� N � � � ❑ Q� �
� I � � W m cQ' w o
- F— a
---- -- -- �
_ Q �zm� 6
, . _ . . _.
..: ,, , , . .. . �
�
�Q o �
� �- �
-��
' w 'z���
�,
- - ----- - " �o_ �� _.
+ ��'�Q� "3
Q ��
� t� _'�`,\�-Q
c�
-- , I - - � ��o°z v'
- -- Z � ��cn�= �r
� � ��� �C"
IW>z �
� ��o = O �,
w � �.- co � W cn,�a'�-
o � �N H H Q J�'JC�
z w � r'� Q .Q J z -�
� Z(~J, � 'n �'' ...I c��z t�Q N
� o W� U WQ� � � S�
o �
�„ z ,(�
x zo ° m w� � .� � � � � p z V`
N � z� d � � c� j ° : ° � � = w�=�c� �
0 0� z � X z F- � F- -- -��+ F- m�F-z�i=
� w Q U cn \w S N v�zv �
`� �o°o � Q w°w �� ° zo 0 o W� ~ -� Qz�J��
� Q = ao�a
wU �� � pzQ = o � _ cn— � (� � cnp �z z�
m o m� z g� �,cn c� c�. � z?< Q p �� o°-z
o v, �a—
� �m U c�p w O w � Qf z�QZ�Q��
~`c' Ow � I i— Z Q _ � j 4._ �v���zzQ
w � �—�- 1—Q O Q Q U
NdU QQ - -�o Zoo � goE- A- � � QcnaQQJ �o
>� �n� z Y cn � � c� cn `. �z cn v�w a Z
Q— c�o cn a
�o � zQ � �Q
Ji--r �Ornp-� .
��,Qm� Q v
�
w U
��w���cnf=- �
�� Z> >cn
�z��d��o Z
ocno>-cnoc�
�-c�a�c���n
��p s r
oiu�hNC imc . ,� „ .
CHALET AT THE LODGE � _ - �
AT vAll., � SONICS ESD �N�T ►3 _
MIS OOd1MFNT CONTAINS PftOPRIEiARY II�FORI,IAiIOf�BELONGING TO iHE BARA7H ACOU571
DMVlWG BE aEV-No
�IXl ITS MIUAiED CdAPAN�ES Ay0 SHALL BE USEU Orylr FoR THE PURPOSE FoR ICH VF � AC-3 �
IT`�'AS$UPPl1ED.IT SHALL NOT BE COPIFD,RE7ftODUCFD OR OINER'�iSE USED,NOR SHMl
SVOI WFOR�IAl10N BE Fl1RNI31m p�`�MIXE OR 11�PART TO OIHERS E%LFPT IN ACCOAOMICE 130 1/2 Dl1NECRESi AVE. �AONTEREY CA. 93940 oaawN a� piECNEO Br ,wan er
TX lllE IEAIAS Of ANY ACftEE{,IE?!T UNDER KHICH IT WAS AIPPLIE�OR VAM 7ME PRIOR
�r�N caNSeNr ov e.w�n+�cousncs Mc ANO AbV.L BE RER1RIrE�UPaN REWEST. PHONE (H31) 646-9711 FAX (831)646-9780 krs
/z�/qi o�e. 3/v m uai< oa z�m
�
Y
U C�
Ll m -z
Z �Q
J
�m zw�UU
WJ � Q=��(n
�=OtnmS�O
�(/�z ��c�
O�=Q J�I-Q
���UQOWI
�- Q����Q�
1��-� ��
z�o�oo
(�l��U� QW
L�I F-O-QQ�
W n z � ��)�Y
2 � W C��QZm ��
� CY ,� Q
�d. Q] JWLIw�OC�UZQ
W
O J
r'� ��f�- Q�Q�dO�JWQ
� W rrl d(n I C��C��(n
_� �0 W
F-�= � �
N �
� Y �Y I �
00 �a� z ��
�m �mQ p �a
Q � � � �,, � m� �
��- �� Y �' W�
cn cn�t �, �z m F-
� �5 �
� ioao �, v�QJO '
O L�I C� U O Q d -Q�
� ZVIQ � QF- � ��Z�
Z(n �
W
�i � �O- J>-
O v ��'�QJ
rw z ����`��
_� � � w� �z
—� T �' �, � aQ���
Z o
�� � � �/ V i�� . � , � t � Q� ��,��i
X � � v,�cn
— � _ _ w z � � w- z
----
_�� _ -
_-- �_ � o�
Z J �JWW
J 1 � J Q J�
� � �'_' � � �1 � N�Z�Q
C] �
� � - Z 0.�i
� � � o zo W "� O �
w w � - f�-� � z
o t-w w
z z v o z °cFn � Q oo cn � W (~ m��Z��
0 o N � `'� m �o � °' �r o � (� W JwQQQQ
> > (J� �" �- o ,- J � � �
t� W `�J Q U
F- t- � . Qw� �O O>- L� � Y ��r� Vr =Q�OVj2
(n V) C� �1'� �� Y�7 z � -J C� V (n Ul z z
0] Z z Q U\� � � ~ Z �� �� Z
d cD �� �gW �� ��Cj w� � � � �����Q��
N N F-� �m [n � �_ �W� �Q w w � 0�����Z�
Cp� Lil�,�j �w (pQ� J - � 1=QZOQQQ(�
X � -� � QQ �)O � a Q �� � Q(n��Q�
O� N C� tf)ll. C� �li �Q J �z(n (n W�
Q- (�� (n�
�w � �� � �Q
JUrJO�OJ
�Qm� a
���� a,wc�
�w �c�cn�-
��- z> >v�
cn
o � �5 �
z�rr�F-�O
.00nO>-v�Oc�
�c>QtiC�QL�Q
c � .��r�
oa�N� ..... . _ .. ... .
CHALET AT THE LODGE � �`° E
AT VAIL ,� SONICS E D INTERIOR PARTITI N
oa�W�+c �e���: �� � aEV.N:
7M5 DOWAIENT CONTAINS PROPRIETARY WFIX2�IAP01�BEIONqNG TO iNE BARA7H ACOUSIICS VFD AC-4 �
�Op I15 IFfIl1AlID CdAPAWES ANO SH/�11 BE USm OI�LY�OR ME PURPOSE FOft ICM —
IT N'AS SIPPIIm.IT 9/AL1 NOT BE COPIED,REPRODUCEO OR OMER`h1SE USF➢,NOR SMAll
R101 INFORUA710N eE NRNISHED IN 1IMOLE IXt iN PART ta o7HERS E%CEPT IN AGCOHDANCE 130 1/2 DUNECREST AVE. MONTEREY CA. 3940 su� onnWH er cHCUCm er .raR er
�71H iHE iERA15 OF/J�Y AGREEAIEI�T UN�E7E YMICH IT'�'AS SUPPLIE�OR�'17H TME PRICH K 1 flUtA
'�RIT7EN CpiSENT OF BMA7H ACOUS7IGS,M4 �1N0 SN�LLl BE NENRNED UPON REWESi_ PHONE �83�� f)46-9��� F.Qx �83��646-978� N.i.S 3� Z o Dala OJ /0]
f
Y
C� �
� Q Z
Z m�Q
J
�m z�ODU
W J � Q=��`(n
=O�m=�O
�U
��zJ ~
J Q
�O J�'CJQO ,zj=
���-_���
�Q cn�,�Q—
Q��� ��
z�o�oo
cn�-c�c�� Qw
� z��—�o�Y
� � a w �WQZ°����
� � � m �~ z�� �~
JWOW��C7 ZQ
� �� � J�J�(n= ZZ-Q1
� ~ Ci W �WWQa\W=W
_� � ZO LZ rrl d(n I C7�(�F-(n
F- � = � �
N
�'- Y "1' I �
�� � 0� Z ��
�m � mQ O
oa
�� o� ,._.., w
� � Y � mc� �
cn cn Q ��m¢
I— JO � O � � cnQ�
Q y- (�i J 0
�Ztw/lQ !— Q� Q >�-ViQ�
0.' �zt=i���
w
C� � �o- ��
p W �-��oQg
a; z g W�J
� �Q
... : ....... ... ... . ,.. . . ._. . ... �
� J �Q�o�
Q °-�-°
z m J���=
w z � � W�z
U � ��XO�
.J Q--'wwo
J J � J Q Jz
� � � � Q N�ZL�Q
W z \ � �
0 o z o o � '� p p
� � � i= o .-. '-'-' - fs, � _
z z � o z �� � Q �cn � W N m��zo�
o ? `° � ��m ,�o �m �o 0 0.' J J�QgQQ
(/) N N � a Yv �W Y�Z �� Y ���-, () =Q�O(/j�
WU �z QQ Um� N� C� � Z Vlp �Z zVj
X `° �° �g o m� ��o w"' ° x cn �o�o°�u�o
N N t=� O m(n �W(n �W � F- � / ZUpZF-pZF-
wQ O�� ' �� �w = 1 �UZ��z Q
X� - �� � Q�� �)O � � ( � �QQ��Q�U
I- F- F-Q_I
O � N� �L� (> >z(n Q-1 N C3 c � �Z(n (n W�
Q- �� (n�
n-o � ZQ � Q
JU�Qm��Q
��w���cWnl-
r�— ?> >cn
�� � �
�o nO�v�io°
� � A� �
�,�:.,
CHALET AT THE LODGE HIGH PERFO.RMA CE
aT vA1L � SONICS E D f��TE�R(1���1��RTITI N
� U T
nrs ooaiwort oar�ms r�a�TUir x�onu�na eaaaanc ro n�e�w�m�courncs. °N'"10 "�' -
NG OR I75 AFFlLlA7ED CONPAWES AI�SHALL 8f US4.D ONLY FOR 1HE%1NPOSE FOR MHICII
IT wilS AlPPUED.R 41ALL NOt BE COREO.REPROWCED di O711EliW5E USED.NOf!91KL
41q1�idWAiION BE FURN9IED N/YMOLE pt NI PMT TO OTIERS blCEPT IN ACOOftDANCE 130 1/2 DUNECREST AVE. MONiEREY CA. 9 940 ar
MTI TIE lEAMS OF IJ/Y AGREEYENT IMDER NNICH IT W�5 S1PPUm qt N11H 7HE PPoqt 1 �.
ru�ooNSO�r av eu��ni�oousncs,u�c, ua sHUi eE nfluw+m uPan nEOUESr. PHONE (831) 646-9711 FAX (B31)646-9780 KTS
Y
(� �
� m Z
Z �Q
J
Qm Z�OC,�
°Q� , g=`�f=-
==ocaiwim=�j
z E- �
J Q
����UQOw=
J��=�UF-
Q �tn�
�Q�=p�i0�o
[/lt,.�U� QW
F-O�QQ� Y
�WQZm ��
JW�w���UZ
Q�Q��JWQ
Y Y W W Q�\�-1=W
U Y ` U r7 d(n=C�T-C��(n
=U � W O
I-S C� �
� Z z F-
W
wU � �\� 0
(�� �''� � � (� �(n
�Q �O � Q c Q�
��;j � � O (n CO C� a
tn� w� + Q a � p � �ZmQ
�C� � � � � w � a �QJ
�� �- n� O wY- � � � Q�
_`'� ��J � � g ° : � ��_��
�J W�� � S N � O � �Z�JW
w�' ��Z F-W- � W — � C� wOcDQ�Q
S z�� C� 0 � � � ?- _I
o w o ��� � - Z° � c� c� � g,���
_ Z �� ,r� �1� �.
� � Qw X v w� �Z
�J C��Y � J�L���
Q � �-- � � C� � Q-�O
W� �wo a
O� Z ��� � J��~�
w W � � w�z
(~/l� {�- Q�� �`� Y U ��XpL�
Z � � Q JwJp
o� w O N�Z�Q
Zm
� � (n Q O,
� �W � Q �
00(� � �.� m r�
\Z � �� m � �3.�
�n O p � _ Q ��� _
� Z� o>- Q f--w w
0o U ��� U\j � m��ZZF-
w`� � W�� ��� a QZ�gQ�
g� a g� � �o O �oao�Zn-ZVi
I I � �� NQ � �QJ o 0
� �o�o°��o
Z�aZ�a►--
oc�°��°ZQ
� i-aQOQQ�c�
��
�zc~i> �w�
Q- c�o �n�
�o � zQ � �Q
J~rJ���J
(�p�Qf�� Q
Q�.�� �wU
��w��U�~
E- Z� �cn
�Z�����0
.O I/)O>-(n O C�
�C�QIiC�QL�Q
� ' OR CEILi� G
CHALET AT TI� LODGE ����
AT VaII. � SONICS S uN�T ,3
�-- .�
n+s oowlkNT caNruNS vwrnrsirru+r NrarwnW ff�nNaNC ro nc eu+� �caurncs , A o
. �OR I75 AfiLIA7FD CWpANES AND 9UJ.l BE USED diLY FOR 7FE avasE i a+
AS SIRPLID.R 9fALL NOi BE OOPIED.I�PROWCED dt OTMERWRE USE0.Npt SH
N��e��v eu N IM�o�[pt q�pARi 7p ptNErt6 Exc[Pi y ACCanoAN�z 130 1/2 DUNECREST AVE. MONTEREY C . 939 seuc ow+IM ar aQ.x e� m
n�n�ni�7�nNs ov ANr�nlWr uw�N�ai ir�AS surr�v an*n+n[rnan K eauNC +.eav, rvrm
ir�caNsENT oF eu+�ni�eourncs NC �No suu ee r�n�nNEO uvdl P�ai�• PHONE (831) 646-9711 FAX (831)646-9 0 � � � � �v �
SA u o ora o
0
a�000000000000000
0
0 0
0 00
0 0
o �
0 00
0 0
a o0
0 0
0 00
0 0
0 0
° ° � - ��
_ o� / �
/ �
_ - / �
__
�
�-- �
l
�-_-- - �
�- ` — � w
� Z
� � a
' O
/ \ � _ - — / cx
� O
, O
�� Q
� W
' � � �, �
� Qo � �
� � oo Gy
\ ° "' � `� Q
� J
°oo Q � o C7
�- z � = Q
�° ° aw
Q� t �' �' E-W�
� � o � ¢ w
a
� � � '� �c,n
z i w O
z � o
c� �? w � z
� Qcnn _ -_
_—_- 2 � o -
� - j
--_ /� Q�
� � '� .
- - _ � �
<. ,�
� ' k
Winc rrti[: " '. _ -
CHALET AT "I'HE LODGE �`���
AT VAIL � SONICS ESD N & V ISOLATION
� RAWING NIl BER: �� I� ' � � REV.NO.:
THiS DOCUMENT CONTAINS PROPRIETARY WFORAIA710N BEI.ONGINC TO iME BARATH ACOUSTICS VF / AC-8 �
I�AS SUPPLED.IATEDHAL�I�NOTEBEACOPIEDAREPR00UCE0 OftYOTOHERWISEPUSED,NOR SHALLH
SUCH MFORAIAP�N BE FURNISHEO IN WNOLE OR IN PART TO 07HER5 E%CEPi IN ACCORDANCE 13O 1�2 DUNECREST AVE. MONTEREY CA. J394O SCU£ �MWN 9r CHECKED Bt nPVROVID
N1TH 7HE lERA15 0�ANY ACREEAIENT UN�ER WNICH li WAS SUPPLIED OR VA1H THE PRIpR N.BOLDiNL �.B�R/�RI
�STtIT1EN CONSENT OF BARAIH PCOUSTIC�INC AND SHALL BE RENRNED UPON REOUESI. PHONE �83�� 646-']��� FAX �H���E4E—J�BO Ni5 0 e / �• � /�/��
�
�
W
>
�
Z
W
- �
- o
c>
`-� ( ---� ( � c
_
U
� � -- - � N (U
r- �� — --� '- �
V/ �
� � (�J �J p
O
vJ - - N
Z - ---- �
W °e
-�„z�� �
� --- ---— `°
�
„UL b �
� X
CB
� LL
O
J °
U N
�
�
� �
O `�
�
U �
� �
� � �-
U W �., �
� �
(n � _
, �
� J �
�
� �
�
O a�
� c
� U
Q
_ _ �
__._._
- ------ -- --- --- -,.z,� ���6��"��� �Y'
„b
.,zi�ti ----- ���- � � ���p�
j SAFEbuilt Colorado
�
x �
o �
m �
z
Q o � z � b � 6
U ~ ~ � >
�-- C� J O
�
� � � � � Q� � � �
� � � � - � x �
�� W � � w °Z _ ws �
�, � � x o
`� o � w o � � � � S �
� � � � = d� m �- l/�
w � � o � �� Q U � O `_
� Qw � �. oc� _ y) � �S 6
� � � � w � � �
- Y W Z Q ? n- � 1— � � �
W J� � c� � � OC� 1
U � � a � � . � w � — � �
Qww � Q Qww
� U a cn
0
� :� � �
� � o �� �
� � �-� �
�
z
�
.,
��,
, �
�� a
\ c7
� \ ��
�� U
\` d�
.\ �
� �\ �
i �'� H
�
� p.�
�
� - �
i I ���s�l"��M�'.�� Y
' �
�
� ���� � � ����
i
� . � ut .o ora o
- ��--- --
CHALET AT THE LODGE � PUTTY BACKING PAD
' AT vA�. � SON-ICS ESD �N�T13
� �.�:
�5 ppqAlE�1T CONtANS PROPPoE-TARY INfOR1IAl10N BElUfKYNG W RE 0�1tA1N ACOU"TI VF� AC—�O �
�C,OR I75 AFFRIAIED COWAlIQ NP SHALL BE USED dlY�OR 7HE 7URPOg FOR ICN
� rt w,ts n sw�u Nor eE co�n,a�oakm a+on+�VASE uscu,Na+stwl
+ .��j�q���rs�n 1��ryplE OR 61 VMti W OT1ER5 EXCFPT N ACNHUAHCE 130 1/2 DUNECREST AVE (,IONTEREY CA. 93940 sr.u� No�N� ��� y�TM
I fRl AIE 1FRAl5 OF AH'f Aa�NCHr uoFx VMia iT Wtis s�ri�n oa Mn�nc rwoa oa. w/u/o� o�. w/u/o, od.m a�
' ��c�s�f�T a eu+�TM�n�.M�. �y���p�'���yq��qi6T PHONE (831) 64b-9711 FAX 831)646-9780 krs
�---- -- — — —� — —
t ,. ,
��� � F� '����
, _ � ;��
� F�
���ur — �. ..e
�. R��..
�g � c�
� � E �
W ��� � �
� Serenity'�" «R 530
roof dr wall
Soundp y
.N_:,.� s.;.�, T uvr� 4_ :�, . ,_ �_ ��� ., ��.�� _w �._ _ <<�_
_� ._e _.� __���.. ._.,� �_
� -:. __
- Unique patent-pending embedded polyrner Cannot be short-circuited like other methods
layers and steel absorb sound waves and (maintains designed STC value even after
vibration unlike any other constructiori customer hangs pictures, a 600kcase, etc.)
material on the market today r: Use like standard drywall (installs without
� Lower total cost than other methods (less special training)
labor for installation,re-work costs, , QR530 panels may also be used for RF
materials,floor space,and liability) mitigation (50d6 to 80dB) and EMI reduction
s Outperforms resilient channels in STC values from high voltage power lines(specific
construction techniques required).
� 10X more reliable than resilient channel (with
none of the resilient channel liability risks) :� Only 5/8" thick
. � - -_����.�..� --�.
�. z� �x�a
+x..,«. :�;:.::���.. ��. _-�r..
���.�E;s:..,i.r.�,����7..�:�.6�;.�'nL+#.�.,.��.>- �._s„�,,.....,:-:k-'s.�i�.�."4',c.F."-:���u�"-t,�a�.��:d�S.'�'..w=. . , '
QuietRock QR-530"Serenity" Comparison of StandardTechniques
`� � ' ------ -----�---
STC"
- ---— --
� �' _ __.
���, Baseline
_ ��� .; 5/8"GYPsum 34
- Cinderblock 38
;.:
� , '
p-�t� , :' _, ,:. Soundboard 42_ _ _ _
��. .. �-= .... ,-�., �
,„ ,_ . . � � �
_` QuietRock QR-530 52-74
� QuieTRnck ts a nnilri-layer engineceed drywall panel ---- ------
-- ___.._
__ __
- cQmpused.ot gy��sum,visi.uelastic sou�id absort5ing � 'in standard wood stud construction
pol�mers 2�d specially rlesigried steel Inner layers.
�Q,rJS�F��, APPlications
Fire rated. � � Multi-family dwellings Homes
Home theater Offices
Environmentally friendly. Dance studio Schools
c� � Recording siudio Hospitals
Lab tested. Apartmenticondo party walls Offices
. ,;�.,,� M_,�;: .._,�.. ....._.... „�:.>�,w..�,»,�.R.�....,,.,: Ceilings Factories
System Serenity Interior&party walls Warehouses
Conference roams
Product QR-530
Thickness 5/8" * Other QuietRock Models Available
Tolerance
Min 0.510';Max 0.635" � QuietRock"Relief"QR-520:Low cost,high STC, 1-1/4"
Weight(4'x8' panel) 2.6 Ibs/ftZ,82 Ibs � QuietRock"Solitude" QR 545:THX Certified,Superb low
STC Rated
52-74(ASTM E901 frequency,highest STC,1-3/8"
Fire Rated 1 hour,Type X equivalent QuietRock Product Numbers
UL Rated Assemblies U305, U309,U340, U341, Model Grade Size Complete
U376 QR-530 STD 4x8 QR530STD4X8
Shear Value 487 Ib/ft(ASTM E2126) QR-530 STD 4x9 QR530STD4X9
• Surface Flame Class A(ASTM E84� QR-530 STD 4x10-- QR530STD4X10 �,._.---.-----,
Permeability 0 QR-530 STD 4x12 QR530STD4X12 �`y�
0.38 QR-530 GRN 4x8 QH530GRN4X8* �
��: �a R Value _ �
� ��������� � _ _ ��
� v��� • No[e:QR 530 has tapered edges .. . _ �
g , � � �� "Greenboard product is 7l�"thick � r4
��. C��� 1 � ����
, � �,,
'�-�Y� 'Q " ,�j Quiet Solution 800-797-8159 ��.
- 0 - 1250 Elko Dnve info@QuietSolution com ,
µ ��� Su�nyvale.CA 94089 www.QuietSolution.com �.
� �� ��
_ ;.,-- : ;'
,
S ,.,
., , , , .. �: -
" � ,:�,
�
_ - -- � ' .,-� _. . ...
�
��„�� , , - �, ;�
� ,
4 � `
�`iv I � _ f
� i - � o �.- ,.
y,;�U t . . . ��_ . .. . . . . . ^ "'t _
. i .. ..: . -,_>� ... _ ..
$ ...,, � . , ,. i�i�'. . . �.�..,;. ..... _ . . . .._ .___ . . . .._.. . .
, . . :.. �� ... � . , .,,, ..�., E . .. . ..
.,� .. _i.f-.:I 'c i3, "'. . . . "� ..
r
�;i i ,�y� _. . . ..F S.. ;, t _ _, t d_:3 E.' , .-" ., -��
r f I� .
. � ._ �1 . �t�f: f .._ . .. _. . .5 _. . .
..
's ..
.,-;", . }�, .
�=
i.";, : ' =.: � fv'�� >
. ;.
..�. y . . :� ;"S
p��_ � : ,.. _.. � � p� - e ..
, . - .. .. . '� .
�t €.�.,..1}�.. _ .:i ..�� et $ .... .�,.. 3...,.:
,�iJi�}c7i�..� 6.,ti' . .c_!':l , �"c'.tf. ,.�:3t� � _ � .
- =I � �_,�:i..,�. Y"i n _ .. .
� , ., . i:..#.: . •.,�. . .. . .
. . .,, :.. .. .,.. .' .::�:�. .�._::.. ... .. . .. . .
':'�f' , .-. .. -.. ..- _ .. , _. , . . , .
v-� ,s_1 �,
l�� _ :� �`�E . _t.l:`u t f ���.i4� �Yir�. tl'���'� l i . �, - i�'�
�•�;�C .,.,:'� `�s .�, '-,<t,.`.:i�` �:,� , ?.'`` ,.� ...�f" � ,. - :s,!
,
�
..,Y `' c� 'S
. � : � k T. y��*
i '1 ��'u` cr'�".
� � �
Sr
� j�'
� F ' y. �
. _ . - �. � '�,g",�i � �'',� �.
, ��
_t
t
_ '��y�
._. ,. . .. . ,. . . , ... . .. . .. �.�
. : <_.;� ��:�i�:.� ;... ,. .. . . � .
�i E-'�( .� $ i, �.t? . ... ... ._.. . . . _ .. .. . _
. .. . . . ....... . .. .. .... . . .... . . . �t. �o
._.... __._.. ; .
.. . .,.�3... ..
, , .. . . . ..:., . . .:: : �� . . -` � � �r,.
, ,:�. . , '... . : �_, � � " . .. . � , ' ''
... .. �. . .... . •� ,I
. . . � . .. .. ., . . .. . . . �..
� '`� r l.-- ' ��i
�S r �-ii, � � . ��€ � 't �` t
r �Q i „�ec E y 4z , s' , i 7 . � 4 i .
;e
.`r7� . ,:'.',t . .._,t.'!€ ... . 5..:.. ,_ . G}i� . .
Y
� �� _ �� �k�
� �
�'�t � � �. i�� �'� ���� ���'- � ����{ x
��°' � ��r�a'. -��
�� ���� '�
:� 1
�,-= s� � � ,j�� �
x�. _- E'
- _ j ;
e�� .� r�
�:�
�-- - , . :�� . -� . .
�°EC)= _ , :.�t4. � � �
�,�_.
,,, _ ,
, � ;
r� _. ,.. �
e._� f;= ;: �.: `� � =
, ... ��:,. �
� rh �u
.. . E_.. �� .. . - -. . .. . p �',�
F 44
, . _ .. 3�: - — - ���
�� ���"
� �,
:� ��' �
,�
— �Y� ,
�
r -_ r�" �,'�� C
�.2P���,��`a � ���.r: - " . I �����f:
FFP Y2. � N� � .. ". � � rJ
� r t
- , �,. � � �;,� ��
"" ��'�:,�`�� ¢ �
.. ,
,
r��
a� p�2 ��"-_ �'"'-�,ri.�r+ � �'F'
i t. ¢ �`�a . E ��'s�a .'^ � r�° ,�`sa' � ". a . .
a l �, s
.� k� e y i�;�..�n- rs qt��'xcr i,r "�e�,�, '�x. � i
e `'� � '�°"�' 2� �^F �
�
+���" ��,,v���Y'-v'§ �-4� -a5 �x,rr"`�� avv�' '� °�� x.,�t -�
�- '��1` �3 .,z.y k �� ��,,�.'-.�..Z��s'��'`�•(t�'`-Lz� �-,����'`v.�i'6;'��_`v����r��:,�,.F;�w�:����'�. . ��"�>«,-,:��'. .,.. ,., ��z� ?-vx
. ,.__. __ _ . . .�.s,..�1�.n.�k�u.���'�._„��xS�E%��..:.,�..,,x .a� �
KINETICS
Noise Control
Resilient Sound Isolation Wall and Ceiling Clip
Model IsoMax
.
�.
: �.
,�i'r �'` ;$ .
� _ ,
� �� r�; �
� �
f �
* �� � � � ' ��ti �
c �� �, �
�
t � �! •
� �,��
�� --
.
�
� �
�?� f �
w �.�.�._ _
Watl and Ceiling Sound Isolation Theory:
Isolated wall and ceiling systems remain a popular channel, Model IsoMax also ensures that installers
method for mitigating noise problems Resiliently will not inadvertently screw through the"resilient"leg
mounted gypsum board or double wall assemblies of the channel into the joist or stud_ Given the
are constructed to minimize sound transmission from frequent occurrences where resilient channe� is
one occupied space into another. Incorporating accidentally rendered ineffiective because it is hard-
Kinetics Noise Control Model IsoMax, designers can attached, this feature cannot be underestimated
create simple, easy to build walls and ceilings that do when designing and constructing ceilings and walls
not require resilient channel, double-wall construc- for noise control
tion, andlor additional layers of gypsum board
Increasing the air cavity and resiliently decoupling I 3.86 j
the mass of the gypsum board from the non-isolated ;
structure(e.g., joists, studs, masonry)effectively and j—�
economically controls noise transmission. � ; p ; 1.0I0
! 1 1
Applicatiol7: p�an view �
Designers wanting low-cost, space saving ceilings �
and walls that provide superior noise control can �3 �2 �2.
employ Kinetics Model IsoMax resilient sound � (ti
isolation clip. Model IsoMax, attached to ceiling � —
joists, wall studs, or masonry, simply and easily , �� : �i N
secures drywall furring channei. One or more layers ; Q
of gypsum board are hung onto the furring channel �
using common construction practices. Offering 24i �
higher STC values than drywall attached to resilient S��vew �_f� ��(
t�t�v E�`���� 1�1� i
� � �
,;:.,- i f`l ;ar?i-ta� I
�
D 180L�4T1�7N.,......,.,_r., . j
KINETIC8 ARCHITE
CTU RAL S O U N --- --------� �
:F`,�'�E:;.:i';: ':.c7o���'ac�c� �
BXUV.U305 - Fire Resistance Ratings - ANSUUL 263
Page 1 of 6
�� 4NLIN
BXUV.U305
Fire Resistance Ratings - ANSI/UL 263
pa�e BoC[om
Fire Resistance Ratings - ANSI/UL 263
See General InformaGOn for Fire Hes�stance Rahngs F�NSIIUL 263
Design No.U305
Mardi O5, 2007
Bearing Wall Rating— 1 HR.
Finish Rating—See Items 3,3A,3D,3E and 3F.
STC Rating-56(See Item 9)
Load ResVicted for Canadian Applicatio�s—See Guide BXUV7
�' � ,,\�-.,) i�-v
, ,
, . .
, , ,� - -�
I ,; ,�_, t � „_.�....�....,�. �_...._ _._�.�........_. ., �lr�.,�._._,�� ��.3�..�_, �,_. . �fy�' _ .t
� �4 - ` '-x - _ _ -�'
i _ `� - -- �� ``
� ,i I;�,../ I ,�
1.Wood Studs—Nom 2 by 4 in.spaced 16 in.OC max,effec[ively firestopped.
2.Joints and Nail-Heads—Exposed or covered with fiber tape and joint compound,except where reqwred for specific
edge conFiguration.For tapered,rounded edge gypsum board,joints covered with joint compound or fiber tape and joint
compound.As an altemate,nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified
veneer baseboard.Jofnts reinforced.Nailheads exposed or covered with joint compound.
3.Gypsum Board` — 5/8 in. thick paper or vinyl surfaced,with beveled,square,or tapered edges, applied either
horizontally or vertically.Gypsum panels nailed 7 In.OC with 6d cement coated nails 1-7/8 in. long,0.0915 in.shank diam
alternate method�of attachm nt of gypsum�pa�nels,�efer to 1 e m 6 or�6A St el Framing Membea��ed horizontally-For an
When I[ern 6,Steel Frammg h1ernbers*,fs used,gypsum panels attached to furrmg channels with 1 in.long Type 5 bugle
head steel screws spaced 12 in-OC.
When Item 6A,5[eel Frarning Members*, is usee S`b�IteYheadfs9eelssmeWanePaeed 12�tOC.rFa eclayer altta�ched to furring
at[ached to furring cha�nels with 1 in.long Typ 9
channels with 1 5/8 in. lony Ty sum board attached tocoppos eas de of wo d swd w�ithout fua r ng channel9 asrdescrlbedlin 5
in base layers. One layer of gyp
Item 3. -----... ..
Whe� Item 7, resilient channels are used, 5/8 in.thick,4 ft wide gypsum panels applied vertiCally.Screw;at[ached furnnq ����•ti`�rY��
vert�cal oints Iqcated ��
channels with 1 in-long,self drilling,self tapping Type 5 or S 12 steel screws spaced 8 in.O�, J - '
midway between studs. I
i
AMERICAN GYPSUM CO—Types AGX 1 (finish rating 23 min.),Type AGX-11 (finish ratingl26 min or Typ��l��C� � ����y
�
i
I s�;1�"4;��uilt Caiarado
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.litml?name=8...
� BXtJV.U305 - Fire Resistance Ratings - ANSI/UL 263
Page 2 of 6
BEIJING NEW BUILDING MATERIALS PUBLIC
LTD CO - Type DE1X-1 (fini;h rating 24 min).
BPB AMERICA INC -Type 1,Type SF3(finish ratiny 20 min)or FRPC,ProRoc Type C or ProRoc Type X(finish raUng 26
min),lyp?fGRG(�inish raCing 23 min)
BPB CANADA INC - ProRor_iype C,ProRoc Type X or ProRoc Type Abuse-Resistant(finish rating 26 min)
CANADIAN GYPSUM COMPANY- Type AR(finish ratiny 24 min), Type C(finish ra[iny Z4 min),Type FCV(finish rating
24 min), iype IP-AR(finish rating Z4 min),Type IPC-AR(Finish ra6ny 24 mtn),Type IP-X1 (finlsh rating�4 min),Type lP-
XZ (finish rating 24 min), fype SCX (finish rating 24 min), Type SHX(finish raUny 24 min),Type WRC(finish rating 24
rnin), Type WRX(finish rating 14 min) .
G-P GYPSUM CORP,SUB OF
GEORGIA-PACIFIC CORP - Type 5(finish ra[ing 26 min), Type 6(finish rating 23 min),Type 9(finish ra[ing 26 min),
Type C(finish rating Z6 min),Type DGG(finish rating eo�s�Type DAPPType(fDDs(finish 9ato y ZO nTn)eDA F52(Finish
ra[ing 20 min),Type GPF56(finish ra[ing 2G min),Typ
LAFARGE NORTH AMERICA INC-Type LGFQ(finish rating 20 min),Type LGFC3(finish rating 20 min),Type LGFC6
(finish ra6ng 26 min),Type LGFGC(finish rating 20 min),Type LGFC6A(flnish rating 34 min),Type LGFC2A,Type LGFG
C/A.
NATIONAL GYPSUM CO-Type FSK(finish rating 20 min),Type FSK-G(finish ra[ing 20 min),Type FSW (finish rating ZO
min),Type FSW-2(finish rating 24 min),Type FSW-3(finish rating 20 min),Type FSW-S (finish ra[ing 22 min),Type FSW-
G(finish rating 20 min),Type FSK-C(finish ra[ing 20 min),Type FSW C(finish rating 20 min), Type FSMR-C.
PABCO BUILDING PRODUCTS L L C, DBA
PABCO GYPSUM �-Types C, PG2 (finish ra[ing 20 min), PG-3(finish rating 20 min),1yPe5 PG-3W, PG-SW(finish ratiny
20 min),Type PG 4(finish rating 20 min),Type PG-6(finish rabng 23 min),Types PG-3W5, PG-SWS(finish rating�0 min),
Types PG 5, PG-9(finish ra[ing 26 min)or Type VGC.
PANEL REY S A-Type PRX.
SIAM GYPSUM INDUSTRY(SARABURI)CO LTD -Type EX-1 (finish ratiny Z6 min)
TEMPLE-INLAND FOREST PRODUCTS CORP-Type X,Veneer Plaster Base Type X,Wa[er Ra[ed- Type X,Sheathing
Type X,Soffit-Type X.
UNITED STATES GYPSUM CO-Type AR(finish rating 24 mm),lype SCX(finish rating 24 min),Type C(finish rating 24
min),Type WRX(finish rating 24 min),Type WRC(finish ra[ing 24 min),Type IP-X1 (finish rating 24 min),Type FCV(finish
rating 24 min),Type IP-X2 (finish rating 24 min), iype SHX(finish ra[ing 24 min),Type FRX-G(finish rating 29 min),Type
IP-AR(finish rating 24 min),Type IPC-AR(finish rating Z4 min).
USG MEXICO 5 A DE C V -Type AR(Finish ratinq 24 min),Type C(Finish rating 24 min),Type WRX(finish rating 24
min),Type WRC(finish rating 24 min),Type IP X1 (finish rating 24 min),Type FCV(finish rating 24 min),Type IP-X2
(finfsh rating 24 min),Type SHX(finish rating 24 min), SCX(finish rating 24 min),Type IP-AR(flnish rating 24 min),Type
IPC AR(finish ratiny 24 min).
5 8 in.thick sum anels,with beveled, square,or tapered
3A-Gypsum Board' -(�s an aitemate to Item 3) - / 91'P P -�-
edges,applied either horizontally or vertically.Gypsum panels fastened to framing with 1 1/d�ri:Tong 7ype'W^-�oa��E'`
thread gypsum panel steel screws spaced a max 8 in.OC,wi[h last screw 1 in. From edge of board W���u'sed in'widih�°pf ��/
� � �
other than 48 in.,gypsum boards are to be installed horizontally. ; �3�� Y
i
AMERICAN GYPSUM CO-Types AGX-I (finish rating 2S min.),Type AGC(finish ratingl25 min ). ��� � � ����
� SA�°�L��ilt Colorado
------ -
http://database.ul.com/cgi-bi►�/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/18/200�—
BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263
Page 1 of 6
(] ON�E_C�TIFICATIO•"' "�°crTn[xY
� IN
BXUV.U305
Fire Resistance Ratings - ANSI/UL 263
F?age Bottom
Fire Resistance Ratings - ANSI/UL 263
See General lnformation_for fire Resis[ance Ra[i_ngs ANSILUL Z63
Design No.U305
h1arch O5, 2007
Bearing Wall Rating — 1 HR.
Finish Rating—See Items 3,3A, 3D,3E and 3F.
STC Rating-56(See item 9)
Load Restricted for Canadian Applications—See Guide BXUV7
i� 2 �.�� �' '��
,
� .
� � -- -- -
�
� - - ,f -�_ -t
�' .�,._ .y .,�.....,..,,+,�.... ._._._...... .. ..�.�...._L-�.. K- c ...�,.i •, �--_ . .� .
_" � � �1:, r i :.
�--� � r !� !!
- � � -��' _ _ .—f.
� 1 - _ �).
i Il _ ___ � __ _ _ `/� � _
.._� -" . .. ....�.� ..... :
l � i
/ ,
� \� i: 3 ../ I ,2
1.Wood Studs—Nom 2 by 4 in.spaced 16 in.OC max,effec[ively firestopped.
2.Joints and Nail-Heads—Exposed or covered with fiber[ape and joint compound,except where required for specific
edge configuration. For tapered,rounded-edge gypsum board,joints covered with i e�dtto�he ent re surface oP Clas�sif eldt
compound.A5 an al[ernate,nom 3/32 in.thick gypsum veneer plaster may be app
veneer baseboard.Joints reinfo«ed.Nailheads exposed or covered with joint compound.
3.Gypsum Board` —5/8 in. Ihick paper or vinyl surfaced,with beveled,square,or tapered edges, applied either
horimntally or vertically.Gypsum panels nailed 7 in.OC with 6d cement coated nails 1-7/8 in. long,0.0915 in.shank diam
altemate me(f old'of attachmentnof gyps�n Ipanels,h efetr to 1 e n 6 or 6A St�eel Framfng Membeasled horizontally. For an
When Item 6,Steel Frarning Mernbers*,is used,gypsum panels attached[o furring channels with 1 in.long Type S bugle
head steel screws spaced 12 in.OC.
When Item 6A,5[eel Framing Members', is used,st�°Ileyheadfs9eelssaewsr1spaced 12�COC!Fa eclayer alttaBhed toyFurring
at[ached to furring channels with 1 in.long Typ 9
channels with 1 5/B in.lony Type S bugle-head steel screw siteas de of wo d stud woithout fur reig channel9 asrdescribed1irn S
ln base layers.One layer of gypsum board attached to opp
Item 3. ---..__.._ .
When Item 7, resilient channels are used, S/S in.thick,4 ft wide gypsum panels applied vertically.Screw'tEached furriny � r yhr A� ��
vertical �11ts lorated l"S Y
channels with 1 in. long,self-drilling, self tapping Type 5 or 5-12 steel screws spaced 8 in.O�, J �.e �
midwdy between s[uds.
i
AMERICAN GYPSUM CO —Types AGX-1 (finish rating 23 min.),Type AGX-11 (finish rating�26 min or Typ�il� C �
i .� 1 ( �'���
I
i
�
�,�FE�k��.��!t r�oiarado
htt //database.ul.com/cgi-bir�/XYV/template/LISEXT/IFRAME/showpage.h �
tml?name=B.-.-_�� __
P=
� BXU��.U305 - Fire Resistance Ratings - ANSI!UL 263
Page 2 c�C6
BEI7ING NEW BUILDING MATERIALS PUBLIC
LTD CO — Type DEIX-1 (fini;h ra[ing 24 mIn).
BPB AMERICA INC — Type 1,Type SF3(finish ra[iny 20 miii)or FRPC,ProRoc Type�or ProRoc Type X(finish rating 26
rnln),lype CGRG(finlsh rating 23 min)
BPB CANADA INC— ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-Resistant(finish rafing 26 min)
CANADIAN GYPSUM COMPANY— Type AR(finish ratiny Z4 min),Type C(finish ratiny 24 min),Type FCV(finish ratiny
24 min), Type IP-AR(finish rating 24 min), Type IPC-AR(fini;h ratmy 24 min),Type IP-X1 (finish rating 24 min),Type IP-
X2 (finlsh rating 24 min),Type SCX (finlsh rating 24 min),Type SHX(finish rabng 24 min), �ype WRC(finish ra[ing 24
min),Type WRX(finish raCing 24 min) .
G-P GYPSUM CORP,SUB OF
GEORGIA-PACIFIC CORP— Type S(finish raUng 26 m�n),Type 6(finish rating 23 min),Type 9(finiehGPF52(F6 ishn)
Type C(finish ra[ing 26 min),Type DGG(finish rating ZO min),Type GPF51 (finish rating 20 min),Typ
ra[ing 20 min),Type GPF56(finish ra[ing 26 min),Type DS,Type DAP,Type DD(finish rating 20 min),DA.
LAFARGE NORTH AMERICA INC—Type LGFQ(finish ra[ing 20 min),Type LGFC3(finish rating 20 min),Type�GFC6
(finish rating 2E rnin),Type LGFGC(finish rating 20 rnin),Type LGFC6A(finish rating 34 min),Type LGFC2A,Type LGFC
C/A.
NATIONAL GYPSUM CO —Type FSK(finish rating 20 min),Type FSK G(finish rating 20 min),Type FSW(finish rating 20
min),Type FSW 2(finish rating 24 min),Type FSW 3(finish rating 20 min),Type FSW-5(finish rating Z2 min),Type FSW
G(finish rating 20 min),Type FSK-C(finish rating 20 min),Type FSW C(finish rating 20 min),Type FSMR-C.
PABCO BUILDING PRODUCTS L L C, DBA
pABCO GYPSUM—Types C, PG2 (finish rating 20 min), PG-3 (finish ra[ing 20 min),Types PG-3W, PGSW (finfsh ratiny
20 min),lype PG4(finish rating 20 min),Type PG 6(fini;h rating 23 min),Types PG 3W5, PG-SWS(finish rating 20 mfn),
Types PG 5,PG 9(finish rating 26 min)or Type.VGC.
pANEL REY 5 A—Type PRX-
SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1 (finish ratiny 26 min)
TEMPLE-INLAND FOREST PRODUCTS CORP—Type X,Veneer Plaster Base -Type X,Water Rated -Type X,Shea[hing -
Type X,Soffit Type X.
UNITED STATES GYPSUM CO— Type AR(Finish ra[ing 24 mm),Type SCX(finish ra[ing 24 min),Type C(Finish rating 24
min),Type WRX(finish rating 24 min),Type WRC(fine SHX1ff9 sh altingT24 m n)xTypelFRXaG(9i ish�rating 29 m n),(Type
rating Z4 min),Type IP-X2(finish ratiny 24 mfn),Typ �
IP-AR(Finish rafing 24 min),Type IPC-AR(finish rating 24 min).
USG MEXICO S A OE C V —Type AR(Finish rating 24 min),Type C(finish rating 24 min),Type WRX(finish rating 24
min),Type WRC(finish ra[ing Z4 min),Type IP X1 (finish rating 24 min),Type FCV(finish ra[ing 24 min),�ype IP-X2
(finish rating 24 min),Type SHX(finish rating 24 min),SCX(finish rating Z4 min),Type IP-AR(Finish rating 24 min),Type
IPC AR(finish rating 24 min).
3A Gypsum Board� —(/�s an altemate to Item 3) — SJ8 in.thick gypsum panels,with beveled,square or�tEpere�
edges,applied either horizontally or vertically.Gypsum panels fastened to framing with 1 1Jd in:Zong�q�
thread gypsum panel steel screws spaced a max 8 in.OC,wi[h las[screw 1 in.from edge Of board W�`E+�`u5ed in'widthq'�pf ��
�
other than 48 in.,gypsum boards are to be ins[alled horizontally. _�����
AMERICAN GYPSUM CO—Types AGX 1 (finish rating 25 min.),Type AGC(flnish ratinq'25 min�). ��� � � ����
�AF�'k���ilt Colorado
--_
- ------
http://database.uLcom/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.litml?name=B... 5/18/200
BXUV.U305 - Fire Resistance Ratings - ANSUUL 263
Page 1 of 6
��
BXUV.U305
Fire Resistance Ratings - ANSI/UL 263
Pa�e Bottom
Fire Resistance Ratings - ANSI/UL 263
See Gener, al Information for Fire Resis[ance Ra[ings ANSINL�63
Design No.U305
March O5, 2007
Bearing Wall Rating- 1 HR.
Finish Rating-See Items 3,3A,3D,3E and 3F.
STC Rating-56(See Item 9)
Load Restricted for Canadian Applications-See Guide BXUV7
f � % �•�� � ' �_
, . ,
�
, � ,
� ,�_, �f f, _.�, .�..� _.�____ . _v�.�.., -� �,� ,_.__. �: ��.�__�. .,..,... �l f =- i
f �,_' �:1� r �" ,(�
� hI , - # _ - r'r.
�r
j - `� - -— `� `� -
�- . -'_
� ,' I,�../ I �.
1.Wood Studs-Nom 2 by 4 in.spaced 16 in.OC max,effectively firestopped.
Z.)oints and Nail-Heads-Exposed or covered with fiber tape and joint compound,except where required for specific
edge confi9uration For[apered,rounded-edge gypsum board,jofnts covered with i e��tto�he enttle surface oP CI s�sif ei�nt
compound.As an altemate, nom 3/32 in.[hick gypsum veneer plaster may be app
veneer baseboard.Joints reinforced.Nailheads exposed or covered wlth joint compound.
3.Gypsum Board# - 5/8 in. thick paper or vinyl surfaced, with beveled,square,or tapered edges, applied either
horizontally or vertcalty.Gypsum panels nailed 7 in.OC with 6d cement coated nails 1-7/8 in. long,0.0915 in.shank diam
altemate m�e[ho�d of�attachment of gypsum�pa�els,�refe�r to I e m 6 or 6A St�eel Frami�ng Membea�led horizontally. For an
When Item 6,Steel framing Members*,is used,gypsum panels attached to furnng channels with 1 in.long Type S bugle
head steel screws spaced 12 in-OC.
When Item 6A,Steel Framing Members', is used�Stbu IleYheadf s9eelsscrewsrlspaced 12eidntOC rFa9e layer alttaBhed to furring
attached ro furring channels with 1 in. long Typ 9
channels wi[h 1 5/8 in.lony Type 5 bugle head steel screws spaced 12 in.OC.All jolnts in face layers s[aggered with joints
in base layers.One layer of gypsum board attached to opposite side of wood stud without furring channels as described in
Item 3.
.......�;:.ua�.�,..�
When Item 7, resilient channels are used, 5/8 in.thick,4 ft wide gypsum panels applied vertf ally.Screw�T
JQ�l� ��� ��
channels with 1 in. long,selF-drilling,self tapping Type S or 5-12 steel screws spaced 8 in.O , vertical" �� ---�� `yµ �
midway between studs
AMERICAN GYPSUM CO-Types AGX 1(finish rating 23 min.),Type AGX-11 (finish ra[ing 26 min or Typ�y�C� �,`� ����
!� . �
I
; SAti=Ebuilt Coiorado
http://database.ul.com/cgi-bin/XYV/template/LISEXT/iFRAME/showpage.htm .name= ...
' BXUV.U3U5 - Fii-e Resista�lce Ratings - ANSI!UL 263
Page 2 oC 6
BEIJING NEW BUILDING MATERIAIS PUBLIC
LTD CO — Type DBX-1 (finish ra[ing 74 min).
Bp6 AMERICA INC—Type 1,Type SF3(finish ra[ing 20 min)or FRPC, ProRoc lype C or ProRoc Type X(finish ra[ing 26
min),lype EGRG(finish rating 23 min)
BPB CANADA INC-- ProRoc Type C,ProRoc Type X or ProRoc Type Abuse�Resistant(finish ra6ny 26 min)
CANADIAN GYPSUM COMPANY—Type AR(finish rating Z4 min),Type C(finish ra6ng 24 min),Type FCV(finish rating
24 min), �ype IP-AR(finish rating 24 min),Type IPC-AR(finish ra6ng Z4 min),Type IP X1 (finlsh rating 24 min),Type IP-
X2(finish rating 24 min),Type SCX (finlsh rating 24 min),Type SHX(finish rating 24 min),Type WRC(finish rating 24
min),Type WRX(finish rating 24 min) .
G-P GYPSUM CORP,SUB OF
GEORGIA-PACIFIC CORP—Type 5(finish ratinq L6 min),Type 6(finish rating 23 min),Type 9(finish rating 26 min),
Type C(finish rating 26 min),Type DGG(finish rating 20 min),Type GPF51 (finish rating 20 min),Type GPF52 (finish
rating 20 mIn),Type GPF56(finish rating 26 min),Type D5,Type DAP,Type DD(finish rating ZO min), DA.
LAFARGE NORTH AMERICA INC—Type LGFC2(finish ra[ing 20 min),Type LGFC3(finish rating 20 min),Type LGFC6
(finish ratiny 26 min),Type LGFC C(finish rating 20 min),Type LGFC6A(finlsh ra[ing 34 min),Type LGFQA,Type LGFG
C/A.
NATIONAI GYPSUM CO—Type FSK(finish rating 20 min),Type FSK G(finish rating 20 min),Type FSw(finisT raeiF5W0
min),Type FSW-Z(finish rating 24 min),Type FSW 3(finish rating 20 min),Type FSW-5(finish rating 22 min), yp
G(finish rating 20 min),Type FSK C(fi�ish rating 20 min),Type FSW C(finish rating 20 min),Type FSMR C.
PABCO BUIIDING PRODUCTS L L C,DBA
PABCO GYPSUM—Types C,PGZ(finish ra[ing 20 min),PG 3 (finish ra[tng ��s�pG 3W5�G-SWS(f sh rating��20�m�),
20 min),Type PG-4(finish rating 20 min),Type PG 6(finfsh rating 23 min),Typ
Types PGS,PG 9(finish rating 26 min)or Type PGC
PANEL REY 5 A —Type PRX.
SIAM GYPSUM INDUSTRY(SARABURI)CO LTD —Type EX 1 (finish raUny 26 min)
TEMPLE-INLAND FOREST PRODUCTS CORP—Type X,Veneer Plas[er Base -Type X,Water Rated Type X,Sheathing
Type X,Soffit-Type X.
UNITED STATES GYPSUM CO—Type AR(finish rating 24 min),Type SCX(finish rating 24 min),Type C(finish rating 24
min),Type WRX(finish rating 24 min),Type WRC(finish rating Z4 min),Type[P-X1 (finish rati�g 24 min),Type FCV(finish
rating Z4 min),Type IP X2 (finish ra[ing 24 min),Type SHX(finish ratin9 24 min),Type FRX-G(Flnish ra6ng 29 min),Type
IP-AR(finish rating 24 min),Type IPC AR(finish rating 24 min).
USG MEXICO S A DE C V —Type AR(finish rating 24 min),Type C(finish rating 24 mIn),Type WRX(finish rating 24
min),Type WRC(finish ra[ing 24 min),Type IP-X1 (finish rating 24 min),Type FCV(finish rating 24 min),Type IP-X2
(finish rating 24 min),Type SHX(ffnish rating 24 min),SCX(finish rating 24 min),Type IP-AR(finish rating 24 min),Type
IPGAR(finish rating 24 mIn).
3A.Gypsum Board* —(As an alter�ate to Item 3) — 5/S in.thick gypsum panels,with beveled,square,or tapered
edges,applied either horizontally or vertically.Gypsum panels fastened to framing wi[h 1 in. o � � �y� ��
thread gypsum panel steel screws spaced a max 8 in.OC,With last screw 1 in.From edge f board.WI'�r��k¢M���d� f
{r� p
other than 48 in.,gypsum boarAs are to be fns[alled horizontally. _f�����
AMERICAN GYPSUM CO—Types AGX-1 (finish rating ZS min.),Type AGC(finish rating 25 min ).
�1��� � l� ����
�' SAFEbuilt Colorado
'�
http://database.ul.com/cgi-bin/XYV/templatelLISEXT/1 FRAME/showpage.html?name=B... 5/18/200
� BXU��'.U30� - Fire IZesistance Ratin�s - ANSUUL 263
Page 3 of 6
CANADIAN GYPSUM COMPANY —Type AR(finish rating 24 min),Type C(finish rating�4 min),Type FCV(finish rating
24 min) ,Type IP-AR(finish ratinq 24 min),Type IPC-AR(finish rating 24 min),Type IP-XI (finish ratiny 24 min),Type IP-
X2 (finish rating 24 min),Type SCX(finish ratiny 24 min),Type SHX(finish rating 24 min),Type WRC(finlsh rating 24
min),Type WRX(finish rating 24 min)-
UNITED STATES GYPSUM CO —Type AR(finish rating 24 min),Type SCX (finish rating 24 min),Type C(finish rating 24
min), Type WRX(finish raUny 24 min),lype WRC(Fnish ra[Ing 24 min),Type[P-Xl (finlsh ratinq 24 min),Type FCV(finlsh
rating 24 min),Type IP-X2 (finish ratiny 24 min),7ype SHX(finish ra6ng 74 min),Type FRX-G(fiNSh ra6ng 24 min),Type
[P-AR(finlsh ra[fng 24 min),Type IPGAR(finish rating 24 inln).
USG MEXICO 5 A DE C V — iype AR(finish ra[ing 24 min),Type C(finish rating 74 min),Type WRX(finish rating 24
mIn),Type WRC(finish rating 24 min),Type IP-XL (fnlsh rating 24 min),Type FCV(finish ra6ng 24 min),7ype[P X2
(finish rating 74 min),Type SHX(finish ra6ng Z4 min),Type SCX,Type IP-AR(fiNsh rabng 24 mIn),Type[PC-AR(finish
ra[ing 24 min).
aBdescP bed iB Iten*3 or(153/8 nClongtTypetWTCOarse Nhread/gypsumcpanel stleel�s ews as descr�bed in ItemC3Ated nails
CANADIAN GYPSUM COMPANY—Types AR, [P AR.
UNITED STATES GYPSUM CO —Types AR, IP-AR.
USG MEXICO 5 A DE C V —Types AR, IP-AR. ,
3C Gypsum Board* —(As an alterna[e(o Items 3, 3A and 3B) -5/8 in.thick,2 ft wide,[ongue and groove edge,applied
horizontally to one slde of the assembly. Installed with 1 7/8 in. long cement coated nails as described in Item 3 or 1-1/4
in.long Type W coarse thread gYpsum panel steel screws as described in Item 3A ]oini covering(Itern 2)not required.
CANADLAN GYPSUM COMPANY— Type SHX.
UNITED STATES GYPSUM CO — lype SHX.
USG MEXICO 5 A DE C V—Type SHX.
3D.Wall and Partition Facings and Accessories* —(As an alternate[o Items 3,3A, 38 and 3C,not shown) Nominal
5/B in.thick,4 ft wide panels,applied vertically to studs and bearing plates on one side of the assembly with 1 S I8�.long
Type S screws spaced 12 in.OC a[perimeter of panels and 8 in.OC in the field.Horizon[al joints of vertically app
panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound Screwheads
covered with two layers of joint compound.Batts and Blanke[s placed in stud cavity as described in Item SE Not evaluated
for use with Steel Framinq Members, Furring Channels or Fiber,Sprayed.
QUIET SOWTION INC —Type Quie[Rock QR-530(finish rating 23 min).
3E Gypsum Board* —(As an alternate[o Items 3, 3A, 3B, 3C, or 3D-not shown)For Di dtverticall t1OVertical oinOts lY
Nom S/8 in.thick lead backed gypsum panels with beveled,square or tapered ed9es,app Y
centered over studs and staggered min 1 stud cavity on opposite sides of studs- Wallboard secured to studs with 1-5/8 fn.
long Type W coarse thread gypwm panel steel screws spaced 8 in.OC at perimeter and in the field.Lead batten strips
required behind vertical joints oF lead backed gypsum wallboard and optional at remaining stud locations.Lead batten
strips, 2 in.wide,max 10 ft lon9 with a max thickness of 0.125 in.placed on the face of studs and attached to[he stud
with two 1 in.long Type 5 12 pan head steel screws,one at[he top of the strip and one a[the bottom of the s[rip.Lead
discs or tabs may be used in lieu of or i�addi6on ro the lead batten strips or optional a[other locations. Max 3/4 in.diam
by max 0.125 in.thick lead discs compression fitted or adhered over s[eel screw heads or max 1/2 in. by 1-1/4 in. by max
0.125 In.[hick lead tabs placed on gypsum boards underneath saew locations prior to the installation of the screws. Lead
batten stnps[o have a purity of 99.9%meeting the Federal specification QQ L 201f,Grade"C'.
RAY-BAR EN6INEERING CORP—Type RB LBG(Finish rating 24 min). .___-----�-•c��...�+
���`���v'=��:� �Y
3F.Gypsum Board' — (AS an altemate to Items 3,3A,36, 3C, 3D,and 3E) - 5/8 in.thick gy sum p _
edges,applied either horizontally or vertically.Gypsum panels fastened to framiny with 1 i/4 i . long ype W coarse
thread gypsum panel steel screws spaced a max 8 in.OC,with last 2 screws 1 and 4 in.from e ge of b ard or nailed 7�i.�s f �
OC wfth 6d cement coated nails 1 7/8 in.long,0.0915 in.shank diam and 15/64 in.diam head .W hen used inF(����Pts �f`i�,
other than 48 in.,gypsum boards are to be installed horizontally. Joints and nail heads treated s desc bed in�tefn�2. ��
� �
; SAFEbuil�t Colorado
http://database.ul.com/cgi-bin/XYV/template/LIS EXT/1 FRAME/showpage.html?name=B... 5/18/2007
� BXUV_U305 - Fire Resistance Ratings - ANSI/UL 263
Page 4 of 6
TEMPLE-INLAND FOREST PRODUCTS CORP—StructGlass Type X(finish r�t.ing 23 min)- .
�ide�w[fi�[wo 1/8�in�wlde deats protr�uding int�the 5/g��alW d chan el�fabncaCed�f�rom 24�ga�uge galv steeL Fasteneack �
applied only to the end or cut edge(not along tapered edges)of the gypsum board,no greater than 2 in from corner of
qypswri board,max spacing 16 in.OC Nailed to adjacent s[ud through tab using one No. 6d cement coated nail per
fastener. Comers of wall board shall be nailed to top and bottom piate usfng No 6d cement coa[ed nalls.
5. Batts and Blankets' —(Op[ional Required when Item 6A is used )Glass fiber or mineral wool insulation Placed to
completely or partially fill the stud cavities. When Item 6A is used,glass fiber or mineral wool insulation shall be placed to
completely fill the stud cavl[ies and shall be secured to the studs Z4 In-OC wlth staples, nalls or screws.
CERTAINTEED CORP
GUARDIAN FIBERGLASSINC
JOHNS MANVILLE INTERNATIONAL INC
KNAUFINSULATION GMBH
OWENS CORNING HT INC, DIV OF OWENS
CORNING —Coming Fiberglas Corp.
ROCK WOOL MANUFACTURING CO— Delta Board.
ROXUL INC
THERMAFIBER INC—Type SAf=ft.
SA. Fiber,Sprayed* — (Not shown- Not for use with Item 6A)As an alternate to Batts and Biankets((tem 5) —Spray
applied cellulose material.The fiber is applied with wa[er to completely fill the endosed cavity in accordance with[he
application instrucUOns supplied with the product.Nominal dry density of 3.0 Ib/Ft3. Altemate applica[ion method: The fiber
is applied with U.5-Greenfiber LLC Type AD100 hot melt adhesi�e�aion In�structions��uppl ed�wRh�t�he�pr du�t�Nort�Inalf��r
to completely fill the endosed cavity in accordance with the app
denslry of 7_S Ib/ft3.
U 5 GREENFIBER L L C—Cocoon7 Stabilized or CocoomFRM(Fire Ra[ed Material)
SB. Fiber,Sprayed� —(Not shown Not for use wfth Item 6A)As an afternate to Bat[s and Blankets([[em 5)and [tem
SA Spray applied cellulose insula[ion materiaL The fiber is applied with water[o interior surfaces in accordance with the
application instructions supplied wi(h the product Applied to completely fill the endosed cavity.Minimum dry density of 4.3
pounds per cubic ft.
NU-WOOL CO INC—Cellubse Insulation
SC.Batts and Blankets' —Required for use with resilient channels, I[em 7,3 in. thick mineral wool batts, placed to fill
interior of wall,attached to the 4 in.face of the s[uds with staples placed 24 in.OC.
THERMAFIBER INC—Type SAFB
SD.Glass Fiber Insulation—(AS an alternate to[tem SC)—3 in.thick glass fiber batts bearing the UL Classifica[ion
studs wrth staplerfpiaced�24��OC See�Batts�and Blanket�s�(BKNV or BZ]�Z)CategoWes for�nam�es�of�Classifiedace oF the
companies.
SE Batts and Blankets* —(Required for use wi[h Wall and Partition Facings and Rcces ::�',"�--?� —�I�c fiber or
insulation,nom 3 1/2 in.thick,min.density of 0.80 pcf,with a Flame spread of 25 or les and a smolye�������j����y,rs��
less,fric[ion-fitted to completely fill the stud cavities.See Ba[ts and Blankets Category(8 NV)for naiP! Q �r�
6.Steel Framing Members(Optional,No[Shown)* —Furring channels and Steel Fr ming embers as described
be�oW:
�����. � �.�� ����
a. Furring Channels—Formed of No. 25 MSG galv steel.2 3(8 in.wide by 7/B n.deep,spaced
�
�� SAF�:bulit C�lorado
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/18/2007
BXUV.U305 - Fu-e Resistance Ratings - ANSI/UL 263
Page 5 of E �
24 in.OC perpendicular to studs.Channeis secured to studs as descrihed in Item b-Ends of
adjoining channels are overlapped 6 in and tied toyether wi[h double strand of No 18 SWG galv
steel wire near each end of overlap-As an altern#6 fram ng sc�rews�m n.�7/16�in fo g�at�t��eapped
6 in.and secured[ogether with two self-[app g
midpoin[of Ihe overlap,with one screw on each Flange of the channeL Gypsum board attached to
furnng channels as described in Itein 3
�.Steel Framing Members* —Used to at[ach furring channels(ltem 6a)[o s[uds.Gips spaced
48 in.OC RSIC�1 dips secured to studs with No.8 x Z-t/2 in-coarse drywall screw through the
center grommeL RSIC V dlps secured to studs with No.8 x 1 1/2 In.coarse drywall screw through
Che center hole.Furnng channels are fric6on fit[ed into dips.
PAC INTERNATIONAL INC —Types RSIC-1, RSIG�_
6A. Steel Framing Members(Optional, Not Shown)* — Furring channels and Steel Frarning Men�bers on one side of
s[uds as described below.
a.Furring Channels— Formed of No 25 MSG yalv steel, spaced 24 in.OC perpendicular to studs.
Channels secured to studs as described in Item b. 6�ds of adjoinin9 channels are overlapped 6 in.
and tied together with Aouble strand of No. 18 SWG galv sCeel wire near eacsum boa dvattaPhed tos
and Blankets placed in stud cavity as described in Item 5.Two layers of gyp
Furring channels as described in Item 3
b.Steel Framing Members* —used to attach furring channels(I[em 6Aa)to one side of studs
only.Clips spaced 48 in.OC., and secured to studs with two No.8 x 2-1/�in. coarse drywall
screws,one through the hole a[each end of the clip_Furring channels are friction fitted into dlps.
KINETICS NOISE CONTROL INC —Type Isomax.
7. Furring Channel—Optional - Not Shown -For use on one side of the wal�-Resilient channels, 25 MSG qalv steel,
double lead'Phli lip�head stefel s9 ewsrCWhenr Psilientchhannels,arel�used, insul[ion,llte/msrSC or95Das�q i�tP�PPd point,
8. Caulking and Sealants—(not shown,opClonal)A bead of acoustical sealant applied aiaund the partibon penmeter for
sound control. .
9. STC Rating—The STC Rabng of lhe wali assembly is 56 when it is construc[ed as described by Items l through 6,
� except�.
A. I[em 2,above-Nailheads Shall be covered wlth joint compound-
B. [tem 2,above loints As described, shall be covered wi[h fiber tape and join[compound.
G Item S,above-Bat[s and Blankets*The cavl6es formed by the studs shall be fric6on fit with R 19 unfaced fiberglass
insulation batts measuring 6 1/4 in.thick and 15 1/4 in.wide.
D. Item 6,above Steel Framing Member;*Type RSIG1 dips shall be used to attach gypsum board to studs on either side
of the wall assembly.
E. Item 8,above Caulking and Sealants(not shown)A bead of acoustical sealan[shall be applied around the partition
perimeter for sound control.
F.Steel Corner Fasteners(Item 4),Fiber,Sprayed([tems SA and SB)and Steel Framing Members(I[em 6A), not
evaluated as altematives for obtaining STC ra[ing.
*Bearing the UL Classification Mark
Last Uodated on 2007-03 OS
.._. ._ _ ... . .. ... . . . . . ... . _ . . �� Paae lo�
uestions? Notice of Disdaimer —'
oovriaht_Q?�-,� rwriter�Labora[ories Inc CCn22
I F�,-�,�,.-
��`�4' , p
7he appearance of a company's name or product fn[his databas L�ark shouldtbefconsidered to be L sted an� co'vIe ehav rY r��a4��Y4t�� �
under UL's Follow-Up Service.Only those products bearing the U �
1
Service.Always look for the Mark on the product. ��� � � ����
��
i —
gt�FCbuiit Colorado
http://database.ul.com/cgi-bin/XYV/templafe/LISEXT/1 FRAME/showpage.hfm .nam�l g�0�
� BXUV.t13(15 - Fire Resista�lce Ra�ings - ANSI/UL 263
Page 6 of 6
UL permiCS the reproduction of[he material contained in the(lnline Certification Directory subject to the following conditions- L The Guide •
Information,Designs and/or Listings(files)musl be presented in thelr entirety and in a non misleading manner,without any manipulation of the
appea�adja eln9ro[heTe[atctted materialPrintaddi[ion,t[,he�relpreit d rnlater al rTwst ir dude a copyriqhlt notoe in ttdie follow i�g for�naat r!Copyrigt tUOO
2007 Underwn[ers Labora[ories Inc-C?�"
. ,. � _ �i; � ..� � .. � , � _ �
r
l��
�\� � .�Y�
✓
_.�; �s������ �Y
���,�'i�tv
I _�.e..,�
I' ��s � � '����`
� �
�F�FEbuilt Colorado
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=�..
� BXUV.L�83 - Fire Resistance Ratings - ANSUUL 263
Page 1 of 7
_ ff � 4NLIjYr � �r�n�rinkl�C I51RF��(�T(�RY -
� Y
��
BXUV.L583
Fire Resistance Ratings - ANSI/UL 263
('aqe E�octom
Fire Resistance Ratings - ANSI/UL 263
S�gGer�eral Inforir�ation_for Fire_ResiS[ance Ratfngs__ANSI UL L63
Design No.L583
Apnl 10, 2007
Unrestrained Assembly Rating— 1 Hr
Load Restricted for Canadian Applications—See Guide BXUV7
lr'�.
o^�. 1�� �
(� �
�
�
f
:
.
�' . ..j� r ��': %%/ / ., f ,, i `�f �l`� /
, ;. /�!� �.�.. %"
. . / � �, /
- T ".`,
�?_,i,, ,� �ry--� _-
��- ; -1 f; � i ; , -f� •,� ,l;;';;'
�,-
, . . < < _
,
,
, � ; , r > , r,. ; . • . .�
, ; , , , ,
� , ; ; , : ' � � �
, , , „ � : . � .
- r ,�
� _
.. . ' ��w �-,-�:
{�� f��)1 �:� �/
i � `t:1 \�,•
� .- ��-e
r` � � �� �
��� �,
��L1 �y ����.
-=-:f'
r ti
��"?-
.,r-r_
��
� y . j_-_• - ^-'y'--���'
r. ,-` �-->, r `�"�r f���l }� j�It\r'l� l `�� j1*1�,t�'� /� f 5�{f'y��t
� .jj t f
�G t
tr,( r�i��,l ��`r{ '�•�� ,� � SJ�_ �r �r. �f J 4 �1 �� 31, : S4 rt
, �� . 4 . ' ....... .
........ . ........ . .. . � , 4'
.� i .�,,��� l'�T�
� ,
5�3��} j �� 4.�1 �,._
�.J�
1. Floor Systems—The floonng system shall co�sist of one of the following: --^�-����----
System No. 1 i ���'�"��9ry�E ' � ��
, �„�..
Subflooring—Min 3/4 in.thlck T&G wood structural panels,min grade"Underlayment"or"Single-FI or".Fa e grain of f'� I
plywood to be perpendicular to the trusses with end joints staggered 4 ft.Plywood secured to trusses vv�th�on tructio�� � p., ,y����
adhesive and No.8d cement coated nails spaced 12 in.OC along each truss.Adhesive applied as 3/8+��.diam ead to 4 ,�
5A�E�uilt Colorado
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/18/2007
' BXU�'.LSb3 - Tire Resistance Ratin�s - ANSI!UL 263
Page 2 of 7
diord of[russes and yrooved edge�,of ply�vood- �
System No.2
Subflooring —�h���3/4 in. thick T&G wood structural panels, min grade"Underlayment"or"Single-F�oor".Face grain of
plywood[o be perpendicular to the trlisses wi[h end joints staggered 4 fL Plywood secured��tas 3/B nit�h�°�bead�to�top
adhesive and No.Sd cement coaCed nails spaced 12 in OC atong each truss Adhesive app
chord of trusses and 9rooved edges of plywood-
Vapor Barrier—(Optional) -Commercla�asphalt saturated felt,0-030 in_thlck-
Vapor Barner— (OpUOnal)-Nom 0.010 In.Chick commercial rosin-sized building pape�-
Fi�ish Flooring — Min 3/4 in-thickness of IighCweiyh[insulating concre[e with Perlite Ag9regate�or Vermiculite
Aggregate*,or gYpsum concrete-
See Perlite Aggregate(CFFX) and Vermiculite Ag9regate(OZZ)categories for names of manufacturers
System No.3
Subflooring —Min 3/4 in.thick plywood with exterior glue,conforming to PS 1-83,min grade"Standard". Face grain of
plywood to be perpendicular to the trusses with joints staggered.
Vapor Barrier— (Optlonal) -Commercfal asphait saturated fel[, 0.030 in.thick-
F�oor Mat Materials* —(�ptional)—Nom 6 mm thlck Floor mat material adhered tm xt�ure��When�flookma[�mater�ial�s
Primer to be app�ied to[he wrface of the mat prior to[he place�nent of floor[opping
used,min thickness of Floor topping mix[ure is 1 in.
HACKER INDUSTRIES INC --1-ypP Hacker Sound-Mat.
� Aloor Pnme�l Pr mea to be applied to the ts�urfalce ofFthermattprior toathe piacOmenttolf(a mm lr 1/7�in.`ff IFloor/topp���9ker
mixture
HACKER INDUSTRIES INC — Type Hacker Sound-Mal II.
Alternate Floor Mat MaYerials*—(�P��onal)—Floor ma[materlal nom 1/4 in. thlck loose laid over the subFloor- Floor
[opping thickness shall be a min of 1 in.
HACKER INDUSTRIES INC—Type Quiet Qurl 55/025
Alternate Floor Mat Materials` — (Option�l) —Floor mat material norn 3/8 in. thick loose laid over the subflooc Floor
topping thickness shall be a min of 1 1/2 in.
HACKER INDUSTRIES INC —Type Quiet Qurl 60/040
Metai lath(Optional) — For use with 3/8 in or 10 mm Floor mat materia'etl3�$lor to the pla�Cemerit ofrthe metal lath.4
Ibs/sq yd placed over[he Floor ma[material.Hacker Floor Primer to 6e app P
When metal lath is used,floor topping thickness a nom i 1/4 in. over the floor mat.
Finish Flooring-Floor Topping MixWre' —Min 3/4 in. [hickness of Floor topping mixture having a min compressive
strength of L100 psi. Mixture shall consst of 6-8 gal of water to 80 Ibs of floor topping mixture to 19 cu ft of sand.
HACKER INDUSTRIES INC— Firm Fill Gypsum Cancrete, f irm Fill 2010, Firm Fill 3310, Firm Fill 4010,Firm Fill High
Strength,Gyp Span Radiant
System No.4
—._ _---a�—��
R'�����R��.� �Y
Subflooring —Min 3/4 in thick plywood with exterior glue,conforminy to PS 1 83, min grade"Stand rd".Face g �k
plywood to be perpendicular to the(russes with joints staggered
Vapor Barrier— (Optional) Commercial asphalt saturated Felt,0.030 iri.thick. ���� � �� ���'y
I j
i
SAFEbuiit Colorado
� ow a e.html?name=B... 5/18/2007
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sh p g
� BXW.L583 - Fire Resistance Ratin�s - ANSUUL ?63
Page 3 of�7
Floor Mat Materials* — (Optional) - Min 3/H in_to max 3/4 m thick Floor ma[material�oose laid over the subFloor_Roor
toppin9 thickness shall be as specified under Floor Topping Mixture.
UNITED STATES GYPSUM CO — Levelrock 6rand Sound Reduction Board
Alternate Floor Mat Materials` —(Opbonai) Noin 1/4 in_(hick Floor mat material loose lald over the subfloor_Floor
topping tliickness shall be as specified under Floor Topping Mixture.
UNITED STATES GYPSUM CO —Levelrock Brand Roor Underlayrnent SRM-75
Alternate Floor Mat Materials* —(Op[ional) Nom 3/8 in. thick floor mat material loose laid over[he subFloor Floor
Yopping tKickness shall be as spedfied under Fioor Topping Mixture.
SOLUTIA INC—Type 560
Finish Floori�g-Floor Topping Mix[ureY — Min 3/4 in.thickness of Floor topping mixture having a min compressive
strength of 1500 psi Refer to manufacturer's instrudions accompanying[he material for specific mix design.
UNITED STATES GYPSUM CO —Type LRK
System No.5
Subflooring —h7in 3/4 in.thick ptywood wifh exterior glue�ere�lforming(o PS 1-83,rnin grade"Standard". Face grain of
plywood to be perpendicular to(he trusses with joints stagg
Vapor Barrier—(Optional) -Commercial asphalt satura[ed felt, 0.030 in.thick.
� Finish Flooring-Floor Topping Mixture' — MIn 1-l/2 In_thickness of Floor topping mtx[ure having a mIn compressive
strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam�oncentrate mixed 40-1 by volume wlth water and
expanded at 100 psi[hrough nozzle.Mixture shail consis[of 1-4 cu feet of preformed foam concentrate Co 94 Ibs Type I
Portland ceinent,300 Ibs of sand wlth 5�1/Z gal oY water.
ELASTIZELL CORP OF AMERICA --Type fF
System No.6
Subflooring— Min 3/4 in.thick plywood with exterior glue,conforminy to PS L-83,min yrade"Standard". Face grain of
plywood to be perpendir_ular to the trusses with joints staggered.
Vapor Barrier-(Optional) — (Op[ional) -Commercial asphalt saturated fel[,0.030 in.thick.
Finish Fiooring-Floor Topping Mixture* —Min 1 in.[hickness of Floor topping mix[ure having a min compressive
strength of 1000 psi and a cast density of 100 plus or minus 5 pcf.Foam concentrate mixed 40:1 by volume wfth water and
expanded at 100 ps through nozzle.Mixture shall consist of lA cu feet of preformed foam concentrate to 94 Ibs Type I
Portland cement,62.5 Ibs of Pea Gravel, 312.5 Ibs of sand with 5 1/2 9al of water.
LITE-CRETE INC —Type 1
System No.7
Subflooring —Min 3/4 in. [hick plywood with exterior glue,conforming to PS 1 83,min grade"S[andarA".Face grain of
plywood to be perpendicular to the trusses with joints staggered.
Vapor Barrier— (Optlonal) - Commercial asphall saturated Felt,0.030 in.thick.
Floor Mat Mate����sto[he�s�urface�of[he nat pr or�to the�Floor�topp ng placemen�t When�Floor�ma�t mater alx�s used�min
Primer to be app 1
---::>.-
thickness of Floor tapping mixture is 1 in.
p �� s��n:�,�-9`�
MAXXON CORP—Type Acousti Mat II g��� ��"'°A����b° ��
�
Alternate Floor Mat Maferials' — (Optional) Nom 0.8 in.thick floor mat material loose laid over th�subFlo r with�n� � i �����
Crack Suppression Mat(CSM)loose laid over the Floor mat materiaL Floor topping mix[ure shall be min;1 1/2 i - S� ��
S;�F�k�ullt Golorado i
http://database.ul.com/cgi-bin/XYV/template1LISEXT/1FRAME/showpage.html?name= ..-
� BXUV.L583 - Fire Resistance Ratings - ANSIIUL 263
Page4of7
MAXXON CORP—Type AcoustFMat 3,Crack Suppression Mat(CSM)
Metal La[h—(Altema[e to Crack Suppression Ma[(CSmixture8hall be mi�n��_9��vanlzed steel diamond mesh,3 4 IbsJsq
yd loose lald over[he Floor mat material.Floor[opping
Alternate Floor Mat Materials* — (Optional) —Norn 0-4 in thick floor mat ma[erial loose laid over the subfioor. �1�xxon
Floor Primer to be applled to the surface of the i�iat prior to[he Floor[opping placemenL Roor topping mixture shali be min
1 1/�in.
MAXXON CORP—Type Enkasonic 9110
Md p��f�1az on Co�rp��UL Classrfied Cra k Su�ppression Mat�(CSM)oose lai�d over�t�he fioor�i�t�ma e�naL F oor t�p3��y���ix[ure
shall be rnin 1 in.
MAXXON CORP —l ype Crack Suppression Mat(CSM)
Finish Flooring-Floor Topping Mixture* —Min 3/4 in.thickness of Floor topping mixture having a min compressive
s[rength of 1200 psi Mixt�re shall consis[of 4 to 7 gal of water mixed wi[h 80 Ibs of Floor[opping mixture and 1 A to 1.9
cu ft of sand
RAPID FLOOR SYSTEMS—Types RF, RFP,RFU,RFR,Ortecrete
System No.8
Subfloorin9—Min 3/4 in. thick plywood with ex[enor glue,conforming[o PS 1-83,mm grade"Standard". Face grain of
plywood to be perpendicular to the trusses with joints s[aggered.
Vapor Barrier— (Optional)-Commercial asphalt satura[ed felt,0.030 ln. thick.
Finish Flooring-Floor Topping Mixturek — Min 3/4 in.Ihickness of floor[opp�ng rtiix[ure having a 28-day coi��pressive
pcf 1i[�rfelt all cor oi Psof 2 9 eceu f[lof�stabliz ddn eformed fo�n t�494 II�f Vo tlar�d ement premi e�lvaithr61gal��c>(�0
water.
CELLUFOAM CONCRETE SYSTEMS,DIV OF
CELLUFOAM CONCRETE OF—Type Cellufoam
System No.9
Subflooring—Min 3/4 in.thick plywood with exterior ylue,confonning to PS 1-83,min grade"Standard". Face grain of
plywood to be perpendicular to[he trusses with joints staggered.
Vapor 8arrier—(Optional) -Commercial asphalt sa[urateA fel[,R030 in-thick.
Floor Mat Materials* — (Optional) -Nom 1/4 in.thick Floor mat rnater�lacemen�t f Whenrfloorsmatl materaalxisrused,rmm
Primer to be applied[o the surface of the mat prior[o the Floor topping p
thickness of Flaor topping mixture is 1 fn.
MAXXON CORP—Type Acousti-Mat II
Alternate Floor Mat Materials* (Optional)- Nom 0.8 in.Ihick floor mat material loose laid over Ihe subfloor with Crack
Suppression Mat(CSM)loose laid over the floor mat materiaL Floor topping mixture shall be min 1-1/2 in.
MAXXON CORP—TYPe Acous[i-Mat 3,Crack Suppression Mat(CSM)
Metal Lath(Altemate to Crack Suppresslon Mat(CSM)) 3/8 in.expanded galvanized steel diarr�ea9-��g�t1- 3 4 Ibs/sq yd
loose laid over the Floor mat material.Floor topping mixture shall be min 1 1/2 in. � ���k�a q�q�� �`�
q �r
xxon
Afternate Floor Mat Materials' (Optional)—Nom 0.4 fn.thick Floor mat macermenL Flolor�o pinghe��re shall be min
Floor Primer to be applied to the surface of the mat prior ro the floor topp g P
1-1�2 Ifl. ���� � �� �'��4�
i
SA��bu5l�t�R�7c��rado
ht ://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.htr�rl���i���=�
m
� BXUV.L583 - Fire Resi�tance Ratings - .��NSUUL 263
Page 5 of�7
MAXXON CORP—Type Enkasonlc 9110
or Malxxonh o�rpCIUL Gass f�dUCra kr�5ul��pre s on�Mat((SM)/loose la daov�er�t9elFloor enattn�It�er�mof�or topp iy mi/tu�re�
shali be min 1 in-
MAXXON CORP—Type Crack Suppression Mat(CSM)
Finish Flooring-Floor Topping Mixture' — Min 3�4of�wat�ekto 80 bs�of�Floor�topping�mixt re�to 1.0 to 2 l�c�u fC�of�
streng[h of 1000 psi.Mixeure shall�onsist of 3[0 7 ga
sand
MAXXON CORP —Type D C, GC, GQ000, L-R, l-F,CT
System No. 10
Subflooring—Min 3/4 in-thlck plywood wlth exterior glue,�onForrning to PS 1 83,rnin grade"Standard"-Face grain of
plywood to be perpenAicular to[he trusses with join[s s[aggered.
Vapor Barrier—(Optional) Commercial asphal[sa[urated Feit, 0.030 in.thick
Floor Mat Materials'—(Optlonal) Min 3/8 in-to max 3/4 in.thick Floor mat materlal loose lald over[he subFloor. Roor
[opping[hickness shall be as specified under Ploor Topping Mixture.
UNITED STATES GYPSUM CO—t_evelrock Brand Sound Reduc(ion Board
Alternate Floor Mat MaCerials* —(Optional) Nom 1/4 In.thick floor mat matenal loose laid over the subFloor_Floor
topping thlckness shall be as specified under Floor Topp�ng Mix[ure.
UNITED STATES GYPSUM CO—Levelrock Brand Floor UnderlaY�nent SRM-2S
Alter�ate Floor Mat Materials' —(Optional)-Noni 3l�in.thick floor ma[material loose laid over the SubFloor.Floor
topping thickness shall be as specified under Floor Topping Mixture.
SOLUTIA INC— Type SCSU
Finish Flooring-Floor Topping Mixture* Min 1/2[hickness of floor topping rnixture For having a min compressive
streng[h oP 2100 psl_Refer to manufadurer's instructions accompanying the matenal for speclfic mix design.
IJNITED 57ATE5 GYPSUM CO —Levelrock 3500,Levelrock Commercial RH
System No. 11
Subflooring —Min 3/4 in.thick plywood with exterior glue,conforming[o PS 1 83,min grade"5[andard". Face grain of
piywood to be perpendicular to the trusses with joints staggered.
Vapor Barrier— (Optional) Commercial asphalt saturated felt,0 030 in thick.
Floor Mat Ma[erials* — (OP[ional) Min 3/S in.to max1n/4��xtu1re.Floor mat material loose laid over the subfloor.Floor
topping thickness shall be as sper_Ified under Floor Topp 9
UNITED STATES GYPSUM CO--Levelrock Brand Sound Reduction t�oard
Alternate Floor Mat Materials` —(Optional) - Nom 1/4 in.[hick floor mat rnaterial loose laid over the subfloor.Roor
topping thickness shall be as specified under Floor Topping Mixture.
����M�'���
UNITED STATES GYPSUM CO—�evelrock Brand Roor Underlayment SRM 25 �;� F���i�� ��
9
'�
Alternate Floor Mat Materials# —(�ptional) Nom 3/8 in.thick Floor mat material loose laid o er[he ubfloor.Floor
in Mixture. h�i
topping thickness shall be as specified under Floor Topp 9 �� �i � ����'}
A 7
I
j SAFEbuilt Colorado
http://database.ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/showpage.html?name= ...
� BXUV_LS83 - Fire Resistance Ratings - ANSUUL 263
Page 6 of 7
SOLUTIA INC—Type SCSO
Finish Flooring-Floor Topping Mixture` — Min 1/7 in.thickness of floor topping mixture having a min compressive
strength of 3000 psi Refer to manufacturer's instruc6ons accompanying the material for specific mix design-
UNITED STATES GYPSUM CO — Levelrock 4500
System No. 12
� SubFlooring —Min 3/4 in.[hick plywood with exterior glue, conforming[o PS 1 H3,m(n grade"Standard"- Face yrain of
plywood to be perpendlcular to the trusses with joints staggered
Vapor Barrier—(Optionat) -Commercial asphalt saturated felt,0.030 in-thick
Finish Flooring-Floor Topping Mfxture* — Min 3/4 in.thickness of Floor topping having a rnin compressive s[rength of
1000 psi. Refer to manufacturer's InstrucGons accompanying the materlal for spedfic mix desiyn.
ALLIED CUSTOM GYPSUM PLASTERWORKS LLC —Accu Gete
2.Structural Wood Members' —Min 9 1/2 in.deep°I"shaped wood joists spaced max 24 in-OC.Min joist bearing on
bearing plate shall be 2 in.)oists secured to bearing pla[es with two 8d nails at each end.Circular holes may be cut in[he
web of joists in accordance with the manufacturer's publfshed installation instructions.
WEYERHAEUSER—Types TJIOO/L65, TJIOO/L90,TJI�/H90,TJIOO/HD90,TJIn/H590,TJIOO 100C,T)I�300C,T][OO 400C
2A. Alternate Structural Wood Members* —Min 14 in.deep wood and steel trusses spaced max 32 in-OC.Min truss
bearing on bearing plates to be in accordance wi[h the truss manufacturers publlshed installaGon instruc[ions. lrusses
nailed or bol[ed to bearing plates,through steel bearing dips,in accordance wl[h U�e manufadurer's pubfished installation
instructions.
WEYERHAEUSER�—Types TJH,T1L,TJM,T)S,TJW,T]L(X).
.-�. Steel Framing Members* —
a.Furring Channels—Formed of No.25 MSG galv s[eel,2 3/8 in-wide by 7/8 In. deep, spaced
16 in.OC pe.rpendicular to structural wood members.Channels secured to[russes as described in
Item b.Ends of adjoming channels overlapped 6 in.and tied together with double strand of No. 18
AWG galv steel wire near each end of overlap.
b.5[eel Framing Members* —Used[o attach furring channels(Rem a)to Crusses(Item 2 or
2A).Qips spaced 48 in. OC,and secured to the botrom chord of alternating trusses with two No 8
x 2 1J2 in.course drywall screws, one through the hole at each end of[he dip. Furring channels are
friction fitted into dips.Adjofning channels are overlapped as described in[tem a.As an altemate,
ends of adjoining channels may be overlapped 6 in.and secured together with two selF-tapping No.
6 framing screws,min 7/16 in. long at the midpoint of the overlap,with one screw°sum boa dge
of the channel.Additional dips required to hold furring channel that supports the gyp
but[joints, as descnbed i�Item 5.Two Iayers of gypsum board required as described in Item S.
KINETICS NOISE CONTROL INC—Type Isomax
4- Batts and Blankets* —Glass fiber or mineral wool insuiation bearing[he UL Classification Marking as to Surface
Bur�ing Charaderistics and/or Fire Resistance. Max 3 1(2 in.thick insulation shall be draped over the furring channels
(Item 3a)and gypsum board ceiling membrane,and frictiomftted between trusses and Steel Framing Members(Item 3b)
5 Gypsum Board` —Nom 5/8 in.thick,48 in.wide gypsum panels.Two layers of nom 5/8 in. thick,4 ft wide gypsum
board are installed with lony dimensions perpendicular to furring channels. Base layer at[ached to the furring channels
using 1 in.long Type S bugle head steei screws spaced 12 in.OC in the field of the board.Butted end jolnts shall be
staggered min 2 ft.wlthin the assembly,and occur midway between the continuous furnng channelsum board plus 6cin.on
gypsum board shall be supported by a single length of f ozimatela�4eneOC,land be at�tachedtto he underside of the truss
each end.The two furring channels shall be spaced app Y sum board butt oint shall be 8 in.OC.Outer
with one[somax dip at each end of the channel.Screw spacing along the gyp
J
layer attached to the furring channels using 1 5/8 in.long Type S bugle head steel screws space �:Qtz�,.r� �eld
(not shown).The end of the outer layer boards at the butt joint shall be attached to the base lay r boards w���5�����,� ��
long Type G screws spaced 8 in OC and 1-1/2 in.from[he end joint.Butted end joints to be off et a min of �
layer end joints. Butted side joints of outer layer to be offset min 18 in.from butted side joints o base I�er.�_ e���
shall be Finished as descnbed in Item 6.
I;��� � ��' ����
r�i r�������l B��TI(��'a do
http://database.ul.com/cgi-bin/XYV/template/LISEXTl1FRAME/showpage.ht 1?na
� BXUV.L583 - Fire Resistance Ratiiigs - ANSI/t1L 263
Page 7 of 7
Cl1NADIAN GYPSUM COMPANY— Types C, IP-X2, IPGAR-
UNITED STATES GYPSUM CO—Types C, IP-X2, IPC-AR-
USG MEXICO 5 A DE C V —Types C, (P-aZ, 1PGAR-
6. Finishing System —(Not sho�vn) `✓inyl,dry or premixed join[compo�md,applied in h^+o coa[5 to jolnts and screw
heads. Nom 2 in. wide paper[ape embedded in first layer of compound over all jofn[s. As an altemate, nom 3;32 in.thick
veneer plaster may be applied to[he enUre surface of gypswn board-
`Beariny the UL Classi(ication Mark
LasC Updated on 2007 04-10 � � � �
. . . ... �. .. . . . � Page T�.
Questions? Notice of Disdaimer
� Cooyrictht�)L007 Underwriters Laboraton�s[nc.00
The appearance of a company's name or produc[in this database does not in i[self assure tha[produds so identified have been manufactured
under U�'s Follow Up Service.Onty[hose products bearing the UL Mark should be considered to be Listed and covered under UL's Follow Up
Service. Always look for the Mark on the produc[.
UL permits[he reproduction of the matenal contained in[he Online CertificaCion Dlrectory subject co the following conditions: L The Guide
Information,Designs and/or Lis[ings(files)must be presented in[heir entire[y and in a non-mi9eading manner,without any manipulaCion of the
ri ht no[ice i�the following format."Copynght �O
data (or drawings). 2 The sta[emen["Reprin[ed from the Online Certifications Directory with pennission from Underwriters Laboratories[nc' mus
appear adjacen[to the ex[racted materiaL In addl6on, the repnnted matenal must i�dude a copy g
Z007 Underwriters Laboralories Inc.00"
. . .,_ , . .„�_ -;a:� ., .� . . . .��� .. -i .., z i ., -.. _ . . ,
.:c�, i ... .-.;�:�.
l .�Y��,
�
--�-��-...�.m
�}*'� k �e*-`i R('�"'ryi�� 1; d 1
t i��f Y�hn I��tl<,.c�M �
���` � �� �����
j S��Eb�i{t Colorado
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/18/2007
Page 1 of 1
` PAC InternatiouaL Inc - Products
lntr�du�it�r�.., �e5i(letit Y,_ . ,4��f,,J
S ound '►''�
P"�G `• � ���'� , � < c �� us
, ; i sola4icar� ��
� _.6 5
iNTE` `� �� :,.� ��s: 3 E� ,__ a f_:��._ �It�] ,_ .„_
.�„ i��
� � �
. ' , . .._ �� r�� �-
"� � `�s �����
� Our Featured Product!
��rt.� ;r��
(RSIC-1
?3-:t tl i:C�i':
Sound! iae�is�?�,r,�rui
?;�"_;:; _ '
,e"�T4;-2€-;{=.rr:.e�...
z�i�' , -� t -��
ivSFt��-S ?.�.,�.�., �"7
°� x
'�SL�: r i ,�,�:, � ��
�SIt`-1.�C_�<..P:.: ���°, ,�,
. �
3;51{'-Z .�:aif 7 � �.�,:
3/8"s;�are�.; �,. ��� �'�;
� �F .
�� ..
R5IC-7.4'.�TF?fi"' y `
2SIC-DCO�"' �'` }'���3
3?5IC-t�C(��o��t"" � U� Us
C.:;rnir;cf�o,s;!
S:3=:'1��'JC:i:4?:�;:..:.. RS I C-1
r >IC �r`E .2[_ti<�,
,;,„iF„�r,;,,,:,�:i Mouse over Produd menu ltems For Thumbnails of Products
�;5,:. }i t?/?.°.. . .. . ... . --_.—_-- ---- --- -�
--- ........_ .--.._
�:SFC-CJt+n" +�
�.IE �,�9��'<�,:a,. ,� "RSIC-1TM
`��.i��::751
:s:� �x "Steel Framing Members"
.; , �
''' ' � I! "Fire Resistance Classification"
?saic� _. li
r;,3�-:.;, NFW
������� �,,ti "See UL Fire Resistance Directory
4i f�F
�-€4 . "File R16638"� �� ��s
� ,. ..,i tt� tiz� ..,., c�,
q,
� .r t ty� :t� �s I� 'Click here to see some of the RSIC-1 T"' assemblies"�`-� �,
L�-= . _ ___.._ =-- ---- --
„__.— - —-
-- °----
--
;�;it�ile,.cdEli,t�� _— —_
i��ii�.,W i F�'r�."s:-.�
�=�'�i'�° r '''"'` '' '� The RSIC-1'"' can be attached to WOOD,STEEL,CONCRETE,or CMU
Ct.;ttr.iter:d�
;�r�tJcx y�"tr11v�:
c' t R 1�; t:=� ''�+�°
E,�rr.,� ?t �.,,� , � � :.
'� - ,...._.. ��:�.. :. � ,,.__.
r�ar�� c,l�r€ �_, ;,�, ���
-�==i .�� .._.e�;,`,-y r." ,.
. .. ... sh�, 't�, .�., -
i<�IC CSd.%^'i�S rf� o�.,,c *_
F;i3�ii _fict:t �,� `
��: ��
�
7�_1` i [�7 _ f, �!: -
r_. . .. . .�_�_ . . .
O 2007 PAC Intemational,Inc.•All Rights Reserved. �hz�F,_��;,p�
RSICOO is a registered Trade Mark of PAC Inlernational,Inc._
�������''�°�;� ��'
�,�,��
t:��.�" � '"� �����
i
�, S������2�orado
http://www.pac-intl.com/products.html —
p.,1�,�;-1'i�-�ii�_�, 1HU ij'� - F'h�.� � - �
AftQ11T�CT S�RI�SQ' DESIGN�A Seaici"� PndLlr�E°' '
� �A5�MENT
_ ___ Aluminum End�raClad`° Exterior ��
�� 1" L.amfnated Insulated Class -
Unit 5ections
5'
ScalP 6° = 1��"
(1271
1 511 B" , 3 11116"
���� �9��
�a�
rt m posHlon of optlon�l Ineta118dan fIn R,�
n',:: �—� _�
\�� ��� �
,, � \
,
,
�� � `\ � -
�
G
C�(V� _
\` `\ e
� i l e HEAD
�x
cn
� . ' 2 3116"
S �5oj � �
'V-----
� stt� �
- M
- �
- �
��,�
. ��Nt�[� \ \�/
�� �
ry \
� �
/
� �
/ x
m
O
m� �
_ ._tl
� . . , � . . , ' � .,
u
--r-�..�-�__._
��°�`$;`���`�� �Y
���' `l � ����r
i :�AFEbuilt Colorado
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW(SFR,P/S,DUP)PERMIT Permit #: B06-0029
����� ����: _ �� ��,`�1
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E'i1NIT 6 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . 10/22/2007
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0039
OWNER LODGE PROPERTIES INC 02/13/2006
PO BOX 7
VAIL
CO 81658
ARCHITECT 4240 ARCHITECTURE, INC. 02/13/2006 Phone: 303-292-3388
1621 18TH STREET
SUITE 200
DENVER
CO 80202
License: C000001868
APPLICANT HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
CONTRACTOR HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
Desciption: VAILS FRONT DOOR BUILDING 'E'iINIT 6 CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116 .28 9, 552 $1, 110, 706 . 56
Totals . . . 9, 552 $3 , 714, 875 . 00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 3,714,875.00
Fireplace Information: Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pallet: 0
**�*t*r+*t�r*r+**r�*rr*vr**+r:+�»r*s*�r�**►+**t*«*�**+*+s*�r+*******�* FEE SUMMARY*************+**s***..*+*.s�a�**�*.**►�►+�*.****►***•�**+**
Building------> $15,518.5o Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $32,294.92
Plan Check---> $10,0 B 7.0 2 Recreation Fee------------> $6,6 8 6.4 o Additional Fees------------> $1,3 8 0.0 0)
Investigation-> $0.0 0 TOTAL FEES-------------> $3 2,2 94.92 Total Permit Fee-----------> $3 0,914.92
Will Call-----> $3.0 0 Payments-------------------> $3 0,9 1 4.9 2
BALANCE DUE---------> $0.0 0
r*a**r*****s+t******►*�*****t**+t**x***►**x***r*a►*t**t*t*�***�t***:s.��:*w�sass*►*►*►*x******r►*r*:�*.**��*�*:�s*�*�*:r+«*r****s***«*****r#*.*�**#*
Approvals:
Item: 05100 BUILDING DEPARTMENT
07/19;2006 cdavis Action: AP
12/05/2006 jplano Action: AP Approved Rev 1 root moditications tor insu.
hours
09/20/2007 ependley Action: AP Rev. 1/IR5443 ;b1dg 6 toundation changes unil
added valuation. Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev. 2/IR5678; approved ASI E-057 . No aaaea
Additional plan review fee of $120 . 00 due.
10/10/2007 ependley Action: AP Rev. 3/IR5679;approved ASI E-058 . No added ,
Additional plan review fee of $120 . 00 due
Item: 05400 PLANNING DEPARTMENT
07/19/2006 George Action: AP
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
Item: 05500 PUBLIC WORKS
07/14/2006 tk Action: AP Approved Building permit revisions dated rf
6/16/06 and 7/06/06
Item: 05550 ENGINEERING CIVILS
.**�.�.**.«*��**�*�*��.*.*.****.*.****.*.*■*.*.*s*.*.�*�+**++**+.*.*.*....*:.*�+.***+,**.,.*..**.**.****■*.*►*�«*.+.*++.*s+�*�.*.*:....*:**.*.**.
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM.
SIG TURE OF OWNER OR ONTRACTOR FOR HIMSELF AND OWNER
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0029 as of 10-22-2007 Status: ISSUED
********************************************************************************************************
Permit Type: NEW(SFR,P/S,DUP) PERMIT Applied: 02/13/2006
Applicant: HYDER CONSTRUCTION, INC Issued: 10/22/2007
Job Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E'LJNIT 6
Parcel No: 210108278002
********************************************************************************************************
CONDITIONS
********************************************************************************************************
Cond: 33
(PLAN)THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD 1NSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*****************************************************************************+**************
TOWN OF VAIL, COLORADO Statement
************************************+***********************+*****************++*+**********
Statement Number: R070002291 Amount: $120.00 10/22/200709:21 AM
Payment Method: Check Init: DDG
Notation: Hyder 56964
-----------------------------------------------------------------------------
Permit No: B06-0029 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $30, 914 . 92
This Payment: $120. 00 Total ALL Pmts: $30, 914 . 92
Balance: $0. 00
***********+****+***************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES -8, 069.62
PF 00100003112300, PLAN CK - project GFP012 8, 189.62
-----------------------------------------------------------------------------
.`
'1�WN(�'VAt�,,,
October 19, 2007
Vail's Front Door revisions ready for pick up. Doug Thompson has been
contacted. These are the fees due:
B06-0020 Revision 10, ASI C-027 Roof Tie offs $ 60.00
B06-0021 Revision 11, ADI D-025 $120.00
Revision 16, Building D —ASI D-044 $120.00
B06-0024 Revision 6, Front Door ASI E-041 $ 60.00
B06-0029 Revision 1, Front Door/Bldg 6 Foundation
Changes units 12, 13 $120.00
B07-0176 Revision 2, Vail Sports tenant finish $1336.75
TOTAL FEES DUE 1816.75
t
r��� �
� F � bui�t �n�.
��������
Buildfng Departme�t Services
September 20, 2007
Charlie Davis
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: Front Door/ Bldg 6 Foundation changes (units 12, 13)
PERMIT NUMBER: B06-0029
REVISION NUMBER: 1
INTERNAL REF#: 5443
ADDRESS: 151 Vail Lane
Dear Mr. Davis:
SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003
International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the
documents submitted to be complete for construction.
Plans:
6 sheets/ Bldg 6 units 12 and 13 foundation revisions
Plan review fee: $120.00
No additional square footage- No added valuation
Sincerely,
�
Matthew Royer
Building Official
SAFEbuilt Colorado
P.O. Box 1618
Eagle, CO 81631-1618
(970)328-1790
(877)428-6412
matt.royer�a,SAFEbuilt.com
Page 1 of 1
SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631
Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓Z:�Plan Review\VaiI�F'ront Door�B06-0029\tov-b06-
0029.Rev 1_FAL.doc
� ��C
' �� `- � l-J
� � ��. ���
APPLI TION WILL NOT BE ACCEP ED IF INCOMPLETE OR UNSIGNED
� Bu�ldin�Permit# '�j�— 00��1
� . � � '���,�^�`����';�����4��ri�£�e��oi��)
� �
�` ���� � REVISION TO TOWN OF VAIL BUILDING PERMIT
_ -.
Separate Permits are required for electrical, plumbing, mecha�c��'., � � (�
,..
75 S. Frontage Rd.
Vail, Colorado 81657
***All Revision submittals must include the Field Set of approved plans. No f e tio �
will be preformed until the revisions are approved. **�
CONTRACTOR INFORMATION TOwN �� �A��-
General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:
� -�-�. �. ^ � _ /� �a� �i o �\— q�11
ATTENTION: ,JR,CHARLIE,GREG,CHRIS
Contractor Signature:
- .
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials
REVISED AMOUNT: $ 0 ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $
For Parcel# Contact Ea /e Count Assessors Office at 970-328-8640 or visit www.ea le-count .com
������`�
�o� 8 aa -1
Job Name: Y Job Address: S� ( , N
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: ,` � Address: Phone:
ArchitecUDesigner: 4 �� Address: Phone:
Engineer: r�� � �t Address: Phone: —
REASON FOR REVISIONS: g�; ��,;,,,� (� �o�,,,,�a�,.;�,,, (2 �u:S:o�s
C,l..; � -r��3
Work Class: New�) Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( )
Work Type: Interior( ) Exterior(�) Both ( ) Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin
No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( )
FOR OFFICE USE ONLY*'� �
';_D�e,#��ce��ec�:.......�.�.a. , y � ; � i'�rmt��eeu;1`fl �;.. °f'��an�k�.ee �0'���� ' � � ` �
x�
�� � ��� P;erm�t��.�ee.'(1�1) � �� � � P1ara G�c�e+�,(8�� � x � '
�.c�ep#�l�B� a� �t `
! Ou�s�taur�ec�"Term� � " � �` ��
G b='.
F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP) PERMIT Permit #: B06-0029
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' UNIT 6 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . 07/21/2006
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0039
OWNER LODGE PROPERTIES INC 02/13/2006
PO BOX 7
VAIL
CO 81658
ARCHITECT 4240 ARCHITECTURE, INC. 02/13/2006 Phone: 303-292-3388
1621 18TH STREET
SUITE 200
DENVER
CO 80202
License: C000001868
APPLICANT HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
CONTRACTOR HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIV�
DENVER
CO 80204
License: 109-A
Desciption: VAILS FRONT DOOR BUILDING 'E' UNIT 6 CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116.28 9, 552 $1, 110, 706.56
Totals. . . 9, 552 $3, 714, 875. 00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 3,714,875.00
Fireplace Information: Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 li of Wood Pallet: 0
*****************�**�*********�************************************** FEE SUMMARY**************************************�**��******+*********
Building------> $15,51s.5o Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $32,294.92
Plan Check---> $10,087.02 Recreation Fee------------> $6,686.40 Additional Fees------------> $1,500.oo)
Investigation-> $0.0o TOTAL FEES-------------> $32,294.92 Total Permit Fee-----------> $30,794.92
Will Call-----> $3.00 Payments-------------------> $30,794.92
BALANCE DUE---------> $o.00
******�*************��*�********************�*�*�***�***********************************************�************************�*******************
Approvals:
Item: 05100 BUILDING DEPAR.TMENT
07/19/2006 cdavis Action: AP
Item: 05400 PLANNING DEPARTMENT
07/19/2006 George Action: AP
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
Item: 05500 PUBLIC WORKS
07/14/2006 tk Action: AP Approved Building permit revisions dated r�
6/16/06 and 7/06/06
Item: 05550 ENGINEERING CIVILS
**************************************�*****************************************************************�*�******************************�*******
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4
PM.
�
SIGNATUR OF OWNER O CT AND OWNEF
PAGE 2
��:*�*�x*�x*�x*�x*�x*��:**��:**�:*�**�:*�:�*�:*�:*****��*�:**��**�x**��x*��:��:*****�:*�*�*�x***�*�:*�:*:x*�:*�:*�*�:�x*****�x*�:**�*
CONDITIONS OF APPROVAL
Permit#: B06-0029 as of 07-21-2006 Status: ISSUED
**�x*�:*�***�x*:x*�x*�x�x**�x*�:*�:�***�x*:�**�*�*�*�:*�**�***�:*���*�*:x*�x�**:x��:**��x***�*�*�x**�:*�:*�:*�:*�x*:�*�:***�*��x*�:*�
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 02/13/2006
Applicant: HYDER CONSTRUCTION, INC Issued: 07/21/2006
Job Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Parcel No: 210108278002
*�:�:*�:****�*�:**�:*�:*�*�x�****�:**�x*�:**�x*�x*�*�*�x**�*�x*�:*�*�:***�x��*�x*���x�*�:*�*�:�*�*�*�:�x�*�x*�:****�*�*******�:*�:*
CONDITIONS
:x*�***�x�*�:*�x****�:*�x*:x*:�*�*��x*�****�x*�x*�*:x**�*****�*�*�x*�x*:x*�x*�����:**�*�*�**�x*******�:x*�:**�:�*�:�x�x**�x�*�:�*�
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
**************************************************************************************�*****
TOWN OF VAIL, COLORADO Statement
**+****************************�x*********************************�****************�x*********
' Statement Number: R060001047 Amount: $20,686.9007/21/200612:12 PM
Payment Method: Check Init: LC
Notation: #53910/HYDER
CONSTRUCTION INC.
-----------------------------------------------------------------------------
Permit No: B06-0029 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $30,794.92
This Payment: $20,686.90 Total ALL Pmts: $30,794.92
Balance: $0.00
************:x******************�*****************************************�******************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 15,497.50
RF 11100003112700 RECREATION FEES 5,189.40
-----------------------------------------------------------------------------
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
********************************************************************************************
Statement Number: R060000139 Amount: $10,108.0202/16/200611:12 AM
Payment Method: Check Init: JS
Notation: 52915/HYDER
CONSTRUCTION
-----------------------------------------------------------------------------
Permit No: B06-0029 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $25,608.52
This Payment: $10, 108.02 Total ALL Pmts: $10,108.02
Balance: $15,500.50
*****************************************************************************�x**************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 21.00
PF 00100003112300 PLAN CHECK FEES 10,087.02
-----------------------------------------------------------------------------
; .
u
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG �- C���
Project#•
Buildin Permit#: '
�� '�i� � •. �� �� "� .�
����� a TOWN OF VAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, etc.!
75 S. Frontage Rd.
Vait, Colorado 81657
CONTRACTOR INFORMATION
Ge erai Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s:
2 4 -� � v � s K7 3tt3 $,2�13t3
Email address: �� �,,,�� Fax#: ��p3� g�s: ��
Contractor Signature:
\ s°-'�
COMPLETE VALU S F UILDING PERMIT Labor&Materials
BUILDING: $ ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL:$ TOTAL: $Gi r �
9 ?.S�'
For Parcel#Contact Ea !e Coun Assessors O�ce at 970-328-8640 or v�1� �ea !e-count .com
�F�
,�i ��! �� �p���'�`����
Job Name: , ..... ��'��`�� Job Address:
{��T�.,> 1�I�n�l �R- iV�t �
Legal Description Lot: � Block: Filing: Subdivision: /��,iy L �z�`�',c�„
Owners Name:�j 4 �,�,5t3(t�5 Address:�3? ►3E �+`1 Phone:�� -�„73�2
Architect/Designer: Address: /b?) /S ,5�' 1..''�. c,qare2, Ca Phone:�3� �2-33PY
Engineer:�p,� ?��„�� �'�p�,, Address: �/ GJy�►�,� . � Fw�►�►� Co Phone: 3- 7
Detailed description of work:�� �yy�� �����p�C - ��r�j��y�r�5� �j�C{?{��73 '<3�//�' �(=
�°'� Ii _" ? � C� �.
Work Class: New( Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior( ) Exterior( j Both � Does an EHU exist at this location: _Yes( ) No( )
Type of Bidg.: Single-family( ) Twafamily(� Multi-family( ) Commercial( } Restaurant( ) ather( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pe11et Wood Burnin
No/T e of Fire laces Pro osed: Gas A liances � Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes No( ) Does a Fire Sprinkler System Exist: Yes(�No( )
�
FOR OFFICE USE ONLY D ,
T e`of Construction ' Recefved:a
OCCUpancy,GrouP.„„ . Accepted 8y�.._...� ��� d� 2���
. � TC►WN O� `VAIL t
�
F:\cdev\FORMS\PERMITS\Building\building�ermit 1i-23-2005.DOC Page 1 of 14 11/23/2005
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 Permit #: A07-0150
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E'iJNIT 6 'A' Applied . . : 11/16/2007
Parcel No...: 210108278002 Issued . . . 12/07/2007
Project No : Expires . .: 06/04/2008
OWNER LODGE PROPERTIES INC 11/16/2007
PO BOX 7
VAIL
CO 81658
APPLICANT ENCORE ELECTRIC 11/16/2007 Phone: 970-949-9277
ATTN: SHANNON GEIER
2107 W. COLLEGE AVENUE
ENGLEWOOD
COLORADO 80110
License: 668-5
CONTRACTOR ENCORE ELECTRIC 11/16/2007 Phone: 970-949-9277
ATTN: SHANNON GEIER
2107 W. COLLEGE AVENUE
ENGLEWOOD
COLORADO 80110
License: 668-S
Desciption: NEW FIRE ALARM SYSTEM FOR VAILS FRONT DOOR BUILDING 'E'
UNIT 6 'A' & 'B'-CONSTRUCTION OF A WOOD FRAME DUPLEX
TOWNHOME �
Valuation: $6,084.00
*�+*a**rr*****�****�**r�**s*�*�**�►++�***+*�**r*�r**s*r**�********r* FEE S UMMARY *►*�****x��***►�**+**+*****+****�*******►**r�**��*�*****r*�■
Electrical---------> $o.o o Total Calculated Fees--> $4 5 0.i s
DRB Fee---------> $o.0 0 Additional Fees----------> ($z 3 2.0 0)
Investigation----> $0.o o Total Permit Fee--------> $2 2 8.15
W iIl Call---------> $o.o o Payments------------------> $2 2 8.15
TOTAL FEES--> $460.15 BALANCE DUE--------> $o.00
rs*�ar**s*►rs*******«s*sxs*s+►�****��*.*s***►****+**■*�+�+***s*s**��s:**+s*«►r*:**t***t�+x****s********�**�►�s�*�.*s**.s■*s�s.#sss**.*�+�+*+:*s..
Approvals:
Item: 05600 FIRE DEPARTMENT
11/19/2007 McGee Action: AP Change smokes in garage storage units to tJ
�tYP)
Recalculate battery backup to comply with 15 minute alarm time.
Add detector to water entry room E-003 .
Resubmit alarm sequence and matrix to have thermals trip alarm and red line requi:
noted.
Condo' s are under seperate permit, one per unit .
Relocate smokes in living rooms to within 16 ft of top of stair (typ) .
.,**.*.*�*,*�.*.*,�.**.**.***.�«*.*.*+«.+:*.*«.*.*�*.*.*.*.*****.*,***�**�.:*.*..:.**.*...+�.*..*.+�**�**.*.*.**:*.****.*.*�**.*..*.+.....«..*...
CONDITIONS OF APPROVAL
*�..�.�.*�*�.**��..*.*�*.*.*.�*��.*�...�.�*��****.*.*.*.*.*.**.�*.*�***.*.��*.*��**.*...**.*.�*.*.,:*,**,:�**«�.*.*«*.�.*..�«��.*...*�.........�.�.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY tEP E AT 479-2135 M 8:00 AM PM.
s�,..r: ..
� / �`�'--�--___
SIGN OF O R TRACTQ� OR HIMSELF AND OWNER
********************�*********************************�*************************************
TOWN OF VAIL, COLORADO Statement
********************************************************************************************
Statement Number: R070002669 Amount: $228 . 15 12/07/200708 :40 AM
Payment Method: Check Init: JS
Notation: 1858/ENCORE
ELEC
-----------------------------------------------------------------------------
Permit No: A07-0150 Type: ALARM PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6 'A'
Total Fees: $228 .15
This Payment: $228 . 15 Total ALL Pmts: $228.15
Balance: $o.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 FIRE ALARM PERMIT FEES 228 .15
-----------------------------------------------------------------------------
�-'�' aPPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR llIVSY '
u Pro3ect.#. ���. (�� ��
Builtiing P�rr it#:. �
..r � Alarm Perrni� #: ���"�.--�°`�.��,:....
�
. �"�
�WNOFVAIII� ; - T N �F VAIL FIRE ALARM PEI�IN�IT APPLI��l,TIC3�! `
Commercial &Residential>Fire<Alarm shop drawings are r���a�r�� ���:a�� �
J5 S. Frontage Rd. ap�lication submittal and m�ust inch�de infarmatic�r� �i�t��,� �.��� �€*�t�y
Vail, Colorado 81657 2" page of this form. Application �nrill not be�c�+e���;2� writ�e�����.��
informra�"on. ,�-��
� � - � I `'fS �I �
� � �o �
� CONTRACTOR INFORMATION
�D�'
Fire Alarm Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: �
�' �- ���� �-,�r yo�ry-�
�,+�,��� . �.�"
.
E-Mail Address: ''�S; ��- -- ---- j- Fax#: � r�� ���
Contractor Signature:
COMPLETE VALUATIONS FOR ALARM PERMIT (Labor �. C�at�ri���� .
- Fire Alarm: $ ���,�J�`� .
Contact Ea /e;Coun ',Assessors O�ce at 970-328-8640 or visif www,ea�lecovr,_t�us.�'���'P���, � �_' �'
—�_ -----
Parcel# 02> l 1'�'����J� � __—_---�.�__�_.__.. .
Job Name: fA/Z-�S �,��� �� �L�T � Job Addre=s: p � , „
�� _ i� � ff��G— �-�✓f'0�,'`:_
T'�/t ��S �C%�� �
Legal Description Lot: Block: Filing: Subdivision: �� ~�
Owners Name: � Address: � �i�/ L Phone:
Engineer:�Cy� � Address:� ��� � � Phone: � lZ� _
CJI� -�' L� L�,°
� �,����w
Detailed Location of work: (i.e., floor, un"t #, bldg.#)
/' �`'� �� l�� �� _�, _ �L� j� ' �'
Detailed description ofi work: ✓���� ���
� �
Work Class; New�'` Addition ( ) Remodel ( ) Repair( ) Retra•fit( ) Othe�( )
—._.____
YP 9�: 9 Y� ). Y� ) Y{ ) t )
T e of Bld Sin le-famil Two-famil Multi-famil Commercial Restaurant O U���4r O
� No, of F�cisting;Dwelling Units in this building: No. of Accommo�at�on �mits in this buildirig: ;� �
��._.
Does a Fire Alarm Exist: Yes O No ( Does a Fire Sprinkler System Exist; Yes { ..),, Nr�,��q-
- ��
���������������������*�����������������FOR OFFICE USE ONLY�3��������s����*::�:�:k�:���������:�:�:�.;..r
� ��
� ���'
� C, � � r �I �� � �
a ��
. . .. ���,fi.-,� �
� � � �. . . . � - 'P -:�vy�S � .
k�
F,\cdev�FORMS�Permits\Fire\alarm_perm_10-19-06.doc a l of 4 10/19/06'
`�'tr"11d1/�a� �Y� �.:+����
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E06-0193
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' UNIT 6 Applied . . : 09/27/2006
Parcel No...: 210108278002 Issued . . . 10/30/2006
Project No : -��,�—�� � `��,� Expires . .: 04/28/2007
OWNER LODGE PROPERTIES INC 09/27/2006
PO BOX 7
VAIL
CO 81658
APPLICANT ENCORE ELECTRIC 09/27/2006 Phone: (970) 949-9277
PO BOX 8849
AVON
CO 81620
License: 331-E
CONTR.ACTOR ENCORE ELECTRIC 09/27/2006 Phone: (970) 949-9277
PO BOX 8849
AVON
CO 81620
License: 331-E
Desciption: ELECTRICAL FOR VAILS FRONT DOOR BUILDING 'E' UNIT 6A & 6B -
CONSTRUCTION OF A WOOD FRAME DUPLEX TOWNHOME
Valuation: $0.00 Square feet: 9552
****************************************************************�** FEE SUMMARY ****************�*****�***********************�*************
Electrical---------> $435.s5 Total Calculated Fees--> $438.85
DRB Fee---------> $o.0 0 Additional Fees----------> $o.o 0
Investigation----> $0.0 0 Total Pernut Fee--------> $4 3 8.8 5
W ill Call---------> $3.0 0 Payments------------------> $4 3 8.8 5
TOTAL FEES--> $438.85 BALANCE DUE--------> $0.00
****************************************�********�*********�**************��*******************************�*******�*******************��***��***
Approvals:
Item: 06000 ELECTRICAL DEPARTMENT
10/05/2006 mroyer Action: AP
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 pian, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4
PM.
,�•, O
�l/
***********+**********************�**************************���**+***��******+******��*�***
TOWN OF VAIL, COLORADO Statement
****+**:�***�x******************�x*****�x*****+**********�x******+************�:�:*�x�z�x*************
Statement Number: R060001840 Amount: $438.85 10/31/200605:08 PM
Payment Method: Check Init: DDG
Notation: Encore
electric 20504
-----------------------------------------------------------------------------
Permit No: E06-0193 Type: ELECTRICAL PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $438.85
This Payment: $438.85 Total ALL Pmts: $438.85
Balance: $0.00
*******�*****�*********�:�:***********************�x*******************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 435.85
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-----------------------------------------------------------------------------
APPLICATION WILL NOT BE ACCEPTED IF INCOi�lPLETE OR UNSIG��(��..��� y
Project #: c� d
� � G � Building Permit #:_� -Ud 2�
��� ' c Electrical Permit #: - ,3
� 9�0-479-2149 (Inspections)
�w���y'�� TOVVN OF VAIL ELECTRICAL PERMIT APPLICATIOI� �
75 S. Frontage Rd. � $ S-
Vail, Colorado 81657 �
L[ 3�
CONTRACTOR INFORMATIOIV
Electrical Contractor: Town of Vail Reg. No.: Contact and Phone #'s:
���.or� �e�� � 3 3 � - r 1M � (1
E-Mail Address: �o,,,.`,` . �� �� � ���s`��� �o�
Contractor Sig e: p
v..��� s
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SQ Ff IN STRUCTURE: � �j`J 2- ELECTRICAL VALUATION: $
Contact Ea /e Coun Assessors Office at 970-3Z8-8640 or visit www,ea le-coun ,com for Parce/#
Parcel # � � c��0 8 �-7 8 0o z
Job Name: Va�SS �L�" �'O°r �r�Q Job Address: )7� �C�Y-�, ���-k-- �
,� —
Legal Description ot: Block: Filing: Subdivision:
Owners Name:� �-p �QS Address: ��v ��� --7 Phone: �-2� _ �0 3
Engineer: ' p_ Add ess: Phone:
/�-Q.S v l Y� I 23 �v r o...���,.. � 303 -(c �.3 -- G Zc�D
Detailed description of work:°��� t� �,U�-- `�At�� ��} �`� � �y1 ��- �� a. G3
� C vY"�S�'v��'l c>>(1 (�� C.� � u�C�, '`�t" �ti'h�
c�p 1 f� �wn l��zrn
Work Class: New � Addition ( ) Remodel ( ) Repair ( ) Temp Power( ) Other ( )
Work Type: Interior ( ) Exterior ( ) Both� Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family( ) Duplex(�f Multi-family ( ) Commercial (}� Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building:
Is this ermit for a hot tub: Yes No
Does a Fire Alarm Exist: Yes ( ) No (�Q Does a Fire Sprinkler System Exist: Yes ( ) No �
�
xx�x�:� rx �:� ��:��:�x*:�xx�:�x�xxx�:�::�:��*FOR OFFYCE USE ONLY*�*�:�x�x�x**���x��xxx��:�������*��:x*xx
�
e
Other Fees: Date Received:
�, � DRB Fees: Acce ted B :
Planner Si n-off:
\\Vail\data\cdevA�ORMS\PERM ITS\E LECPERM.DOC 07/26/2002
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M06-0279
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' UNIT 6 Applied . . : 10/OS/2006
Parcel No...: 210108278002 Issued . . . 10/24/2006
Legal Description: Expires . .: 04/22/2007
Project No :
OWNER LODGE PROPERTIES INC 10/05/2006
PO BOX 7
� VAIL
CO 81658
APPLICANT HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073
715 VALLEJO STREET
DENVER
COLORAUO 80204
License: 347-M
CONTRACTOR HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073
715 VALLEJO STREET
DENVER
COLOR�1Dp 80204
License: 347-M
Desciption: VAILS FRONT DOOR BUILDING 'E' UNIT 6-MECHANICAL
Valuation: $206,200.00
Fireplace Informarion: Restricted: Ji of Gas Appliances: 0 /i of Gas Logs: 0 /l of Wood Pellet: 0
***********************************�******************************** FEE SUMMARY ***************:x*************************************�****�*
Mechanical---> $4,14 0.0 o Restuarant Plan Review--> $o.0 o Total Calculated Fees---> $5,17 8.o 0
Plan Check---> $1,03 5.00 TOTAL FEES--------------> $5,17 8.0 0 Addirional Fees-----------> $0.0 0
Investigation-> $0.00 Total Permit Fee----------> $5,178.00
Will Call-----> $3.0 o Payments-------------------> $5,1�8.o 0
BALANCE DUE---------> $0.00
*********�***************************+*+******************************************************************************************************+**
Item: 05100 BUILDING DEPARTMENT
10/12/2006 mroyer Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG. ) : COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond: 23
(BLDG. ) : BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond: 25
(BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG. ) : ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC. .
Cond: 31
(BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond: 32
(BLDG. ) : PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004 .6.
********************�************************�******************��*********�************************�**��*******�*************�*�***************�
DECLARATIONS
I hereby acknowledge that I have read this application, �Iled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4
PM.
SIGNATURE O R CONTRACTOR FOR HIMSELF AND OWNEF
******�********��*���***********�*********���*************�*********************************
TOWN OF VAIL, COLORADOCopy Reprinted on 10-24-2006 at 12:39:32 10/24/2006
Statement
�x*��******�x*****************:x*�x�:��x�:***�***�x******************************�x*:x*���*�**********
Statement Number: R060001644 Amount: $5,178.00 10/06/200602:00 PM
Payment Method: Check Init: JS
Notation: 94681/HEATING &
PLUMBING ENGINEERS, INC.
-----------------------------------------------------------------------------
Permit No: M06-0279 Type: MECHANICAL PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $5, 178.00
This Payment: $5,178.00 Total ALL Pmts: $5, 178.00
Balance: $0.00
******************�******************++*************�********��*****************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 4, 140.00
PF 00100003112300 PLAN CHECK FEES 207.00
PF 00100003112300, PLAN CK - project GFP012 828.00
WC 00100003112800 WILL CALL INSPECTION FEE 3 .00
-----------------------------------------------------------------------------
_ �..,
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE�n (,`(,� � ��
TOV Project #: ���J���
� �� � � � 1 (� Building Permit #: -o Z
- - !' / 7 Mechanical Permit#: � Z,,.� �
������� � 970-479-2149 (Inspections)
TOWN OF VAIL MECHANICAL PERMIT APPLICATION
75 S. Frontage Rd. Permit will not be accepted without the following:
Vail, Colorado 81657
Provide Mechanicaf Room Layout drawn to scale to include:
❑ Mechanical Room Dimensions
❑ Combustion Air Duct Size and Location
o Flue,Vent and Gas Line Size and Location
❑ Heat Loss Calcs.
o Equipment Cut/Spec Sheets
CONTRACTOR INFORMATION
Mechanical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s:
�f�-'n r^,r.� �!-Q�k M 1�� A-� �:Y^�:i t!l�f'Sf 3� � ° '7�� "" � t �� ��l ��� ,
E-Mail ddress: ���E � �� ��� C� Fax#: �
Contractor Signature:
?ZO- -Z� /-ay��,
, ,--
�
.r
COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials
MECHANICAL• $ ZO6,Zpo - tooZ, � � �'
, �-�6 Xzo = � �-�rzy x +,�s = � 51 �� �
Contact Ea /e Coun Assessors Office at 970-3Z8-8640 or visit www,ea /e-coun .com for Parce�
Parcel #
Job Name: U�= ;•, �;:.,..� �c�r-�_ �tr�c. �: i 7 4 Gc�' Crec
v n l't <o ' ]ob Address: � e� ��Z
C�'�G-, �tJ ���aS� � .
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: �R�z �4e�v�-rts Address: °• �p�. 5S4 Phone:
tx���.�.,t ��v C �!�r� - -�f7a"�%- Z,3.5�.?.,
Engineer: �S Address:i��30 �L Y��� S.��tc �t�� Phone:
;�,. ,,...�.. C �� ozv�- _ .��W(�Z.�'� ���CJ
Detailed description of work: r„�<ti,r,r,,�,�rz. �',f:,,�, � �=��.�t%,,�r �, ���,�f�, �,��x,r��c �-; ,�� .
►'�� �{= `�-�5{�-sn. "b �.�j=���°{c' ��5 .L� !)_,� `.�!�J,¢ � �_� �.-
i� /'.'�, !�-ts Ly.�`�''st rc(�� „�. G.�,i�C�j ^e,.� . f
�,� 1`� Cw: 7fC?�S,
Work Class: New (� Addition ( ) Alteration ( ) Repair( ) Other( )
Boiler Location: Interior(r<) E�erior( ) Other( ) Does an EHU exist at this location: Yes( ) No
Type of Bld Sin le-famil (�)
9� 9 y( ) Duplex O Multi-family(�) Commercial
( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No T e of Fire laces Existin : Gas A liances Gas Lo s Wood Pellet Wood Burnin
No/Type of Fireplaces Proposed: Gas Appliances( ) Gas Logs ( ) Wood/Pellet( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( )
**************x��**�*****FOR OFFICE USE ONLY***********�****************�
� �� Other Fees: Date Received:
�/� 2� Accepted By:
� �
F:\cdev\FORMS\Permits\Building\mechanical_permit_11- 2005.DOC
S� �� 11/23/2005
�
� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE��``� „ ��
TOV Project #: �
Building Permit #: - � Z
- �' �� ' � a. � � Mechanical Permit #: • Z� �
��(Q�'��` ' 970-479-2149 (Inspections)
TOWN OF VAIL MECHANICAL PERMIT APPLICATION
75 S. Frontage Rd. Permit will not be accepted without the following:
Vail, Colorado 81657
Provide Mechanical Room Layout drawn to scale to include:
❑ Mechanical Room Dimensions
❑ Combustion Air Duct Size and Location
❑ Flue,Vent and Gas Line Size and Location
❑ Heat Loss Calcs.
❑ Equipment Cut/Spec Sheets
CONTRACTOR INFORMATION
Mechanical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s:
I��-�;���, +pI�M�4r.� �:,,�,=:�_�r�_ 3`-i "1 �7zo - � r �-( -Z� y`'i .
E-Mail b�ddress: ��4e t3 �� tlJC , Cv,v� Fax#: ?Z� _ 'Z°7��_o y��
Contractor Signature:
��,
��
COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials
MECHANICAL $ Zt%6,ZDo — tCOO � ���,zr� �(20 - � ��I Z�� �' ���'S ; � S 1 5 � °'�
� 3 = is g
Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www.ea /e-coun ,com for Parce/#
Parcel #
]ob Name: vf:".. ,�. �-,;-_,,..� ,�,ti;c-�2_ "aa�.z C,, E,� /
'"` Job Address: �7 ` Ga''� crec/�c, 1a�Z
U n t't �o G�'�h G-, C 4 ����S � .
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: vs��L Resc,--•-r-s Address: °• aOx ��`t
����-�.,.t ,��� c r<<�. z.� Phone:�70-8`!�- Z3.5�.
Engineer: �S Address:���v ��Y'��s� 5��fc �t�� Phone•
�,� �..,-.�� ��� dzv2 - ��.�.�,23'�- ���C.�
Detailed description of work: r,rc�ti,�,,�,y� '�t ff1IYP.+ a �=�G�,:;f>�„�; ., r.,;��,�£ r`i��#s;.�r �F..�,.
t'E- i'�: �;,`i 1'?-a Z:.z�R; 't ' `': � �
>;�-e�'� �� f �"�'' f7C5�<fiV �ie /�(�.S t�- ^•r'��"C f' ,�- �/���/� !'�r�w;Pt"[ ;!S' ,
.i
Work Class: New(� Addition ( ) Alteration ( ) Repair( ) Other( )
Boiler Location: Interior(e�) Exterior( ) Other( ) Does an EHU exist at this location: Yes( ) No(K)
Type of Bldg: Single-family( ) Duplex( ) Multi-family(�) Commercial ( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No Type of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet( ) Wood Burninq ( )
No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet
( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( )
************************FOR OFFICE USE ONLY*****************************
Q 0 Other Fees: Date Received:
?j�� � Accepted By:
�2 �
F.\cdev\FORMS\Permits\Building\mechanical_permit_11- 2005.DOC 11/23/2005
5� ��
. ..�.
�
*******************************************************:�************************************
TOWN OF VAIL, COLORADO , Statement
**********************************************�****************************�****************
Statement Number: R060001644 Amount: $5,178.00 10/06/200602:00 PM
Payment Method: Check Init: JS
Notation: 94681/HEATING &
PLUMBING ENGINEERS, INC.
-----------------------------------------------------------------------------
Permit No: M06-0279 Type: MECHANICAL PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL „
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $5,178.00
This Payment: $5,178.00 Total ALL Pmts: $5,178.00
Balance: $0.00
***********************************************************************************�x********
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 4,140.00
PF 00100003112300 PLAN CHECK FEES 207.00
PF 00100003112300, PLAN CK - project GFP012 828.00
WC 00100003112800 WILL CALL INSPECT20N FEE 3.00
-----------------------------------------------------------------------------
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P06-0128
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' UNIT 6 Applied . . : 10/OS/2006
Parcel No...: 210108278002 Issued . . . 10/24/2006
Legal Description: Expires . .: 04/22/2007
Project No :
OWNER LODGE PROPERTIES INC 10/05/2006 •
PO BOX 7
VAIL
CO 81658
APPLICANT HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073
715 VALLEJO STREET
DENVER
COLOR.ADO 80204
License: 353-P
CONTR.ACTOR HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073
715 VALLEJO STREET
DENVER
COLOR.ADO 80204
License: 353-P
Desciption: VAILS FRONT DOOR BUILDING 'E' UNIT 6-PLUMBING
Valuation: $137,600.00
Fireplace Informarion: Restricted: ?? #of Gas Appliances: ?? #of Gas Logs: ?? #of Wood Pallet: ??
*************************************************************�******* FEE SUMMARY
***********************************************************+
Plumbing---> $2,0�o.o o Restuarant Plan Review--> $o.o o Total Calculated Fees---> $2,5 9 0.5 0
Plan Check---> $517.50 TOTALFEES--------------> $2,590.50 Additional Fees-----------> $0.00
Investigation-> $0.00 Total Permit Fee----------> $2,590.50
Will Call-----> $3.0 0 Payments-------------------> $2,5 9 0.5 0
BALANCE DUE---------> $0.00
************�******�*******************�***�********************�*****************************************:x*****************************�********
Item: 05100 BUILDING DEPARTMENT
10/12/2006 mroyer Action: AP
Item: 05600 FIRE DEPARTMENT
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 information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4
PM.
SIGNATURE OF OW OR CONTRACTOR FOR HIMSELF AND OWNEF
�
******+*****�*****************************�*�***********************�**�********************
TOWN OF VAIL, COLORADOCopy Reprinted on 10-24-2006 at 12:49:37 10/24/2006
Statement
*******:x********************�***�x*:x*******+****�x*�x**�x*****************************�x:�**:�**�x**
Statement Number: R060001643 Amount: $2,590.50 10/06/200601:53 PM
Payment Method: Check Init: JS
Notation: 94681/HEATING &
PLUMBING ENGINEERS, INC.
-----------------------------------------------------------------------------
Permit No: P06-0128 Type: PLUMBING PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 6
Total Fees: $2;590.50
This Payment: $2,590.50 Total ALL Pmts: $2,590.50
Balance: $0.00
*********************�x****+***+****�****�***********��*****:x**************************+**�x**
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 103.50
PF 00100003112300, PLAN CK - project GFP012 414.00
PP 00100003111100 PLUMBING PERMIT FEES 2,070.00
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-----------------------------------------------------------------------------
..,
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI �r � ��
Project #• 'E� �
. � r ` O �� � Building Permit#:�� -�bZ
��j/�L� ,t�t ' � {p Plumbing Permit#: q\
�irvt ��+ � 970-479-2149 (Inspect" n �U
75 S. Frontage Rd.
Vail, Colorado 81657
TOWN OF VAIL PLUMBING PERMIT APPLICATION
CONTRACTOR INFORMATION
Plumbing Contractor: Town of Vaif Reg. No.: Contact Person and Phone#'s:
�e�'ri t- u n,�<n �.�e rc��t� 3 S 3 —'P �� �3(k5f �ZU-z I`� -Z t`1'�'j.
E-Mail l�lddress: �-��,;• �,k,� �
f'��' , `r�G- , c cw�, Fax #: 7 Z D -Z?y- ��/9.
Contractor Signature:
-,T�.
�
COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $ �,3`� �Od �f o017 -- 13'���° �C 1� - ZO��f X 1.Z5 � `�Z'�`g�
fi3 = �zs$3
Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www,ea /e-coun ,com for Parce/#
Parcel #
]ob Name: �R ; t � ����r�_: �_�cz0.,�. �;� r�,,+�,,,r;
�n,.� � � Job Address: /7`� Gac-e �,��,Y y,�
Ufh�t- G� �/6S'7.
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: ����-- (�'r r<�i s Address: Po Br>1c S
�,r,�,;.��..;�� - ,.�� `� �•�;��:�.�c% Phone:�'7�-�`/S - Z3S z _
Engineer: Address: rS3� .rb� �-
�Q� S� a«<fc, 'tr� Phone�
��g '. f � o `30 - C2.3 -- 6�c��
Detailed description of work: �1 ;��.I�� ,�� L� e�� � k�� � �
/'t� ft��'-.�- r �'t � EGZ,vt�.t'� , �'Fr.�'[r1�`� !�v
� C' �jL�'% C�R.�' �i �. ,t?, r+i''E%P-,'e`-� ,fj ; `t� c j
�"e �— � �� ��=* I��1 ' f G���
Work Class: New(k) Addition ( ) Alteration ( ) Repair( ) Other( )
Type of Bldg.: Single-family( ) Duplex( ) Multi-family(�c) Commercial( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
xxx x�:xx xxxxxxxxxxxxxxxxxxxx��x�xxxFOROFFICEUSEONLYxx�xx*�:�;�x��xx,�*,�xxx�x�x�xx�xxxxxx*,�x
���x x . x
� Other Fees. Date Received•
�l� Acce ted B : �
� ��
s�
Z
F:\cdev\FORMS\PERMITS\Building\plumbing_permit_11-23-2005.doc Page 1 of 1
11/23/2005
*****************************************�*******+******************************************
TOWN OF VAIL, COLORADO Statement
********************************************************�***********************************
Statement Number: R060001643 Amount: $2,590.50 10/06/200601:53 PM
Payment Method: Check Init: JS
Notation: 94681/HEATING &
PLUMBING ENGINEERS, INC.
-----------------------------------------------------------------------------
Permit No: P06-0128 Type: PLUMBING PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING �E� UNIT 6
Total Fees: $2,590.50
This Payment: $2,590.50 Total ALL Pmts: $2,590.50
Balance: $0.00
********************************************************�********************************�:**
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 103.50
PF 00100003112300, PLAN CK - project GFP012 414.00
PP 00100003111100 PLUMBING PERMIT FEES 2, 070.00
WC 00100003112800 WILL CALL INSPECTION FEE 3 .00
-----------------------------------------------------------------------------
B06-0029: Entries for Item:540 - BLDG-Final C/O 15:41 06/18/2013
Action Comments By Date Unique_
Ke
AP JRM 07/17/2009 A000125
818
Total Rows: 1
Page 1
E06-0193: Entries for Item:190 - ELEC-Final 15:42 06/18/2013
Action Comments By Date Unique_
Ke
AP PER SAFE BUILT ALL INSPECTIONS WERE JRM 07/17/2009 A000125
COMPLETED 815
Total Rows: 1
Page 1
M06-0279: Entries for Item:390 - MECH-Final 15:42 06/18/2013
Action Comments By Date Unique_
Ke
AP PER SAFEBUILT ALL INSPECTIONS WERE JRM 07/17/2009 A000125
COMPLETED 816
Total Rows: 1
Page 1
P06-0128: Entries for Item:290 - PLMB-Final 15:42 06/18/2013
Action Comments By Date Unique_
Ke
AP PER SAFE BUILT ALL INSPECTIONS WERE JRM 07/17/2009 A000125
COMPLETED $��
Total Rows: 1
Page 1