HomeMy WebLinkAboutB06-0026 Permit �
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 struciure was found to be substantially in compliance with the various
ordinances of the town regulating building construction or use for the following:
Name and description of project Vail's Front Door Building E Building 3 Units 5,6
Address of project: 174 Gore Creek Drive Vail CO 81657
Owner name and address: Lodge Properties Inc 174 Gore Creek Dr Vail,Co
IBC Edition: 2003 IBC Occupancy Group(s): R2
Permit Number(s): B06-0026 Occupant Load: _
�_
Martin Haeberle,Chief Building Official
Type(s)of Construction: VB
Sprinkler System Y/N Type: Y 13
� 2Z�`� °J
Date
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213 8
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP)PERMIT Permit #: B06-0026
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING'E'LJNIT 3 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . 03/27/2008
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0036
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 FORNT DOOR BUILDING 'E'UNIT 3-CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116 . 28 9, 914 $1, 152, 799 . 92
STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 173 $19, 926 . 14
Totals . . . 9, 914 $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 Pallel: 0
***r*r+***********�****+****��***�+�►+►��*�*r�s�*rw�►**+*+******r��*• FEE SUMMARY«****«+*********+a�**++**r+s.*+**■r«.►..+*.*+*e*�***►*�+++�
Building------> $15,518.5 0 Restuarant Plan Review--> $0.0 0 Total Calculated Fees-----> $3 2,54 8.3 2
Plan Check---> $10,0 8�.0 2 Recreation Fee------------> $6,93 9.B 0 Additional Fees------------> $1,0 8 0.0 0)
Investigation-> $0.0 0 TOTAL FEES-------------> $3 2,54 8.3 2 Total Permit Fee-----------> $31,4 6 8.3 2
W il I Cal I-----> $3.0 0 Payments-------------------> $31,4 6 8.3 2
BALANCE DUE---------> $0.0 0
*.*+*�+s+*v*�+++e�*�+�.sa�s++e.�r�*****�*r�+»*s►►***►***+a+e�*+�*�+*.*.*,r**+*r*+*»*.+s*�*�MS*****«sr�*****»*+�*+****►+**«�+�**�+�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
10/04/2007 ependley Action: AP Rev2/IR5632 ASI E-052 approved. No aaaea v�
Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev3/IR5638 . Approved ASI E-053 . No aaaea ,
Added plan review fee of $120 . 00 due.
12/05/2007 ependley Action: AP Rev4/IR6177 ASI E-052A Unit #5 (3A) buyer c
approved. No added valuation. Added plan review fee of $60 . 00 due.
Ol/25/2008 jplano Action: AP Rev5/IR6452 ASIE-053a Unit #6 Buyers changE
No added valuation. Added plan review fee due. $120 . 00
Item: 05400 PLANNING DEPARTMENT
07/14/2006 George Action: AP
11/O1/2007 GR Action: AP BUYER CHANGES FOR UNIT #5-ASI E-052
11/02/2007 GRUTHER Action: AP Rev3/IR5638 . Approved ASI E-053 .
Ol/29/2008 GR Action: AP Rev5/IR6452 ASIE-053a Unit #6 Buyers changE
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
11/Ol/2007 mcgee Action: DN ASI E - 053
Sheets BR6 A 132, 133, 134 and 135 show changes to tire sprinkler and smoke detec1
plans are not stamped by BCER. Not Approved.
Sheet A 147 shows wood burning tireplaces . Gas log sets are not shown. Provide de1
specitications on log sets and maximum heat capability ot tireplaces . Wood traminc
the firebox may not be allowed.
11/O1/2007 mcgee Action: DN ASI E-052 Unit 5 3A
Sheets BR5 A131, 132, 133 , 134, show changes to tire alarm and tire sprinkler sys1
are not stamped by BCER.
11/Ol/2007 mcgee Action: NA ASI E-052 Unit 5 (3A)
Plans are not stamped by BCER. Changes to tire alarm and tire sprinkler must be rf
shop drawings .
11/20/2007 McGee Action: DN ASI E-053 Unit 6 3b
Changes to fire alarm and fire protection must be stamped by BCER.
Ol/15/2008 JJR Action: AP ASI E-053a Unit 6 3B
02/13/2008 mcgee Action: AP ASI E 053 Unit 6 (3B)
Rev 2
02/13/2008 mcgee Action: AP Dated 01-08-08
ASI E 053b Rev 3
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
.*.*►�*.�.�►*.�.+*.+*.**+�+*.*��.+.+....******...*�*+*�*«M******�*.*.*�.s*.+.:�*�.s*s*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.
�`�1c� �
SIGNATURE OF OWNER CO RACTOR FOR HIMSELF AND OWNER
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0026 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 3
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: B06-0026 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 3
Total Fees: $31,468.32
This Payment: $120.00 Total ALL Pmts: $31,468.32
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
-----------------------------------------------------------------------------
9�a� /o� ����' �/..�, . �
TI WI NOT BE P CO ET OR UNSIGNED C''� ����r G--�-
, Bu ermit# �
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������ � EVISIO O TOWN OF VAIL BUILDING PERMIT
Separate Permits are required for electrical, plumbing, mechanicai, etc.!
75 S. Frontage Rd.
Vail, Colorado 81657
***All Revision submittals must include the Field Se� of approved plans. No further inspections
will be preformed until the revi�ions are approved. ***
CONTRACTOR INE"ORMATION
General Contractor: Town of Vail Reg. Nb.: Contact and Phone#'s:
o � � -► �t - 149'1
AT ENTION: E JR,CHARI.IE,GREG,CHRIS
Contractor S' nature:
.
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials
�
REVISED AMOUNT: $ � ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $
For Parce!# Contact Ea Ie Coun Assessors Office at 970-328-8640 or visit www.ea Ie-count .com
.�'�,,�
a.� l � � -�-t
Job Name: � ,l s � � Job Address: �S� `�G;, ��� I
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: t` S Address: Phone:
Architect/Designer: 4 Address: Phone:
Engineer: �� � Address: Phone:
N�w e,�(
REASON FOR REVISIONS: /�S,r E- c�S3
, *�b �.� S � 1 -
Work Class: New(b(� Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior( ) Exterior( ) Both (c� 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 ALLOWEQ
Does a Fire Alarm Exist: Yes O No O Does a Fire Sprinkler S � o
FOR OFFICE USE ONLY**�*�'` 2 1 �OO�
Date���cei�ed. � � � :P,ermit��ee:��p �� ;nr = `'PIan,C e= 80 �. # ' � 4
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F:\cdev\FORMS\Permits\Building�building_revision_3-27-2007.doc Page 1 of 2 1218/2005
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Building Department Servic�es
October 9, 2007
Charlie Davis
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: ASI E-0531 unit#6(3b) buyer changes
PERMIT NUMBER: B06-0026
REVISION NUMBER: 3
INTERNAL REF#: 5638
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-053 instruction pages/24 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�(�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✓Z:�Plan Review\Vai1�F'ront Door�B06-0026\tov-b06-
0026.Rev3_FAL.doc
4240
ARCHITECT'S SUPPLEMENTAL VAIL'SFRONTDOOR
INSTRUCTION No. E-053
To: Doug Thompson/ Hyder Construction, I�C. PROJECT NO:: 20693.OH
543 Santa Fe Drive DATE ISSUED 09.10.07
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#6.
Reason for Change:
To incorporate buyer requested changes into Unit#6(3B)affecting architectural,structural,mechanical,plumbing,and electrical.
Description of Instructions:
See attached drawings and annotations, as well as 8 '/z" x I 1"specifications for design information.
Sheet BR6-A132
Plan"1"—Added: Vapor Barrier to demising wall"Type R'; `Wet Bar' to Multi-Purpose Room; Doors from Foyer to Storage;
Laundry Room; `Acoustical Wall Assembly' to exterior walls. Revised: Layout of Bathroom.
Plan"3"—Added and located: Speakers,motion detectors,sprinklers heads and smoke detectors to Reflected Ceiling Plan. Added:
`Acoustical Ceiling Assembly' to Multi-Purpose Room;and Lighting in Entry Room,Multi-Purpose Room and Foyer. Revised:
Location of lighting in Multi-Purpose Room. Deleted: Lighting in Foyer.
Sheet BK6-A133
Plan"1"—Added: Vapor Barrier to demising wall "Type R"; a Bedroom; a Bathroom; `Built-in' Closets in Foyer; and `Low
Voltage' Panels and `A/V rack' in new`Built-in' Closets; `Acoustical Wall Assembly' to exterior walls.Revised: Layout of`entire'
2"a level.
Plan"3"—Added and located: Speakers, motion detectors,sprinklers heads and smoke detectors to Reflected Ceiling Plan. Added:
`Acoustical Ceiling Assembly' to Bedrooms. Added and Revised: Lighting on entire 2°a level.
Sheet BR6-A134
Plan"1"—Added: Vapor Barrier to demising wall"Type R"; 'Lutron' Panels to Laundry Room; and `Shoe Shelving' to Sr. Master
Closet; `Acoustical Wall Assembly' to exterior walls. Revised: Tub and Shower in Sr. Master Bathroom.
Plan"3"—Added and located: Speakers, motion detectors,sprinklers heads and smoke detectors to Reflected Ceiling Plan. Added:
`Acoustical Ceiling Assembly' to Sr. Master Bedroom, Sr. Master Batlu-oom,Toilet Room and Bedroom; and Lights in Bathroom.
Revised: Layout of lighting in Bedroo�n, Sr. Master Bedroom and Sr. Master Bathroom. Deleted: Lighting in Sr. Master Closet,
Laundry Room and Sr. Master Bathroom.
Sheet BR6-A135
Plan"1"—Added: Vapor Barrier to demising wall"Type R"; `Built-in' Bench and Cubbies to Foyer; Closet to Stair;Pantry;
`Acoustical Wall Assembly' to exterior walls. Revised: Layout of Lavatory; and the Fireplace. Deleted: Island in Kitchen; Closet
in Foyer; Pantry Closet in Kitchen; and Bar Area in Dining Room.
Plan"3"—Added and located: Speakers, motion detectors,sprinklers heads and smoke etectors�o ' . d:
Lighting to Foyer, Stair, Living Room and Pantry. Revised: Lighting in Kitchen, Stair d Lavat�Del�eted �Li�htiri�in Livin
Room and Dining Room.
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42�40 ARCHITECTURE INC
1621 EighteenthScreet SAFEbuilt Color
Suite 200
Demer,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
c 303292.3388 f 303.29231 13 above. If the reader of this message is not the intended recipient,you are hereby notified[ha�any dissemination,dislnbution,or copying of
www.4240architecture.com this communicalion is strictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately.
� 4240
Sheet BR-A231
Elevation"1"–Added: `Keyless' entry. Added and Located: Outside air intake termination to side wall of chimney.
Elevation"2"–For Infortnation Only. (RFP E-014)
Sheet BR-A232
Elevation"1"–For Information Only.
Elevation"2"–Added: Box,blocking and cabling for`Future' satellite/radio connection.
Sheet BR6-A471
Plan"1"–For Information Only.
Plan"2"–Revised: Size and Shape of Fireplace;Type of Mantel.
Plan"3"–Revised: Size and Shape of Fireplace; Type of Mantel.Deleted: Side Elevation.
Sheet BR-S130
Plan"1"–Added: Embed Plate;Opening in concrete wall for`New' storage room door.
Section"1"–For information only. (RFP E-014)
Section"2"–Added: Embed Plate Detail.
Sheet BR-S 132
For information only.
Sheet BR-S133
Added: Structural connections along grid"D"; Structural connections to beam between grids"D" &"E"near grids"4" &"6"; LVL
beam between grids"3" &"4"near grid"D". Revised and Relocated: Columns along grid"D"; Steel beam location on grid"D".
Deleted: Steel beam near grid"D" west of grid"4"; Columns between grids"4" &"6" near grid"D".
Sheet BR-S 134
Added: Steel beam,steel column and structural connections between grids"4" &"6"near grid"D"; Columns along grid"D"
between grids"2" &"4".
Sheet BR-S 135
Revised: Structura]connections at gid"4" near grid"C".
Sheet BR-S 136
For informaCion only.
SheeC M 132
Plan"1"–Added: Exl�aust venting for Laundry. Revised: Exhaust fan ducting.
Plan"2"–Added: Grills to new A/V Closet; and a Manifold box. Revised: Ducting of entire level; Location of exhaust fans and
exhaust fan ducting; and location of Thermostats.
Plan"3"–Added: Humidifiers to supply air.
Plan"4"-��Revised: Location of Thermostat and Humidistat in Dining Room;Location of hood exhaust in Kitchen; and exhaust fan
and exhaust ducting in revised Lavatory layout.
General-Revised: Radiant Floor Zone Schedule and keynotes.
Sheet BR6-P132
Plan"1"–Added: Waste&vent and hot&cold water lines for Laundry and `Wet Bar'. Revised: Storm drains, waste&vent and
hot&cold water lines.
Plan"2"–Added: Waste&vent and hot&cold water lines for new Bathroom. Revised: Waste&vent, hot&cold water lines and
Storm drains for revised 2°d Floor layout.
Plan"3"–Revised: Routing of waste &vent lines and Gas lines; and size of hot&cold water � ,
Plan"4"–Revised: Size of vent up for level below; and location of hot&cold water and wast &vent �ine�in Lavatory.��r.����
General–Added: Keynotes.Revised: Various keynotes _�-- --�—
. ,. � a ''`' ':�
(„�ry .. t'- .
42�40 ARCHITECTURE INC =
I 621 Eighteenth Street S�r�"�l���t c 0��r�d�
Suite 200
Denver,Colorodo 80202 The information contained in this message is privileged and confidential mtended only for the use of the indivfdual(s)or entity(ies)named
t 303.292.3388 f 303.292.3113 above. If the reader of this message is not the intended recipient,you are hereby noiified that any dissemination,distribution,or copying o(
www.4240architec[ure.com this communication is strictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately.
� 4z4o
Sheet P402
Revised: Waste&vent isometric drawing 6.
Sheet E004
Revised: XM Antenna Raceway Detail.
Sheet E007
Added: Load Center Schedule Sheet
Sheet E132
Plan"l"—Added and Revised: Various A/V equipment,lighting and receptacle for new plan layout. Added: lighting and
receptacles at `Wet Bar' and Laundry.
Plan"2"—Added and Revised: Various A/V equipment, lighting and receptacle for new plan layout.
Plan"3"—Added and Revised: Various A/V equipment, lighting and receptacle for new plan layout.
Plan"4"—Added and Revised: Various A/V equipment, lighting and receptacle for new plan layout.
Attachments and Enclosures:
Architectural Sheets:BR6-A132,BR6-A133,BR6-A134,BR6-A135,BR-A231,BR-A232,BR6-A471
Structural Sheets: BR-S 130,BR-S 132,BR-S 133,BR-S 134,BR-S 135,BR-S 136
MEP Sheets: M132,BR6-P132,P402,E004,E007,E132
Letter size sheets: Majestic Fireplaces data sheets for SHR42 fireplace,Proposed Pella `Acoustical' assembly, and Sonics ESD
details&UL ratings.
/� Copy To: 4240
�y. � ��` Jarvie Worcester/VRDC
Mark Gee/Monroe&Newell
Received By: _ _ _ Jim Ness/Monroe&Newell
Jay Watson/ABS Consultants
�0 ���� �,� ��.� ✓ Steve Shayler/ABS Consultants
C�. �/��� Marcus Vahling/ABS Consultants
Sandy Cochran/Slifer Designs
Rob�ierange i. _ u
Ste e Rondin�i�al BCER _ :.^> �
I " � � '' ' "
, i.� .. t. _ �!
42�40 ARCHITECTURE INC
1621EighceenthScreet 5��1=c:44ui{t Calarado
s��ce zoo
Denver,Colorado 80202 The in(ormation contained in this message is privileged and confidentiat intended only for the use of the individual(s)or entity(ies)named
t 303192.3388 f 303.2923113 above. If the reader of this message is not the intended recipient,you are hereby notifed that any dissemination,distnbulion,or copying of
www.4240archi[ecture.com this communlcation is stricUy prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately.
� rth SHR42A Fire laces Wood Fire laces by Ver... Page 1 of 2
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Home > View Ali Fir�laces > Wood Fire�laces > _The R�al Collection > ROYAL SUPERHEARTN - SuperHearth SHR42A •
Wood Fireplaces
The Royal Collection
RQYAL SUPERHEARTH SuperHearth SNR42A
Print This Paqe.
The Royal SuperHearth SHR Series wood burning
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_ __
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Product Features � �� ��< .� ,
Available in 36", 42", 48", and 52" opening width ' � �� � r` ,�•��
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Totaliy refractory-lined firebox. Sides and back are �� � '
lined with a realistic herringbone firebrick pattern �"�'� �,. .
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imprint for beauty and durability. The hearth is lined �
with a dassic brick pattern for easy ash clean up `
'� .,�.���, .�
Built-In Steel Flue Damper. Dampers help reduce �`�� ���T
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II I,� �
Tapered Firebox Sides assure greater reflection of
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Fully insulated firebox construction helps improve Brorhure - The�al
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Product Fact Sheet___SHR42A
Built-In Ash Lip helps to reduce ash spillage Owner's Man�al
Black Wire Mesh Firescreen with stylish brass pulls CAD File_:_5_HR47_A
protects against sparks 4�arranty -_Ltd_& 3U.Y_r _r _
Protection _Plan -_Majeskic �'
Generous wood basket grate made of 5/8" diamond �"`- ° � ' ` '�'�� `� �
stock steei
Factory installed connection for Outside Air System
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assists with fiow of combustion air to firebox. Venting
and termination sold separately I
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SAFEbuilt Colorado
t,rr„•��.x„a,�x, „-,a;P�t;�,,,-�rinct� cnm/c�ntent/nroducts/productdetails.cfm?id=105 5/3/2007
,, ROYAL SUPERHEARTH - SuperHearth SHR42A Fireplaces � Wood Fireplaces by Ver... Page 2 of 2
Uses Majestic"" li" double-wall chimney system that keeps instaliation simpie and
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Gas Line Access has easy knockout on both sides of firebrick for optional gas application
UL Listed and Tested to meet and exceed safety standards
30 Year Protection Plan and limited warranty to assure quality and dependability �
Optional Accessories:
Tempered Bi-Fold Glass Doors are simple to install and operate. These doors provide a
great view of the fire while helping to reduce heat loss. Availabie in Black, Pewter,
Brushed Brass, and Deluxe Polished Brass finishes
AK-MST Outside kit provides constant flow of fresh air to the fire box for tightly sealed
homes
Full surround mantels are available in a variety of materials and come pre-cut for fast,
easy instaliation
Product Specifications
Rough Opening Width 53.75 in.
Rough Opening Height 54.25 in.
Rough Opening Depth 29.25 in.
Heating Method Radiant
Firebox Opening 42 in.
Hearth Area 700 square inches
Warranty Period Limited Warranty and 30 Year Protection Plan
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CFM Corporation Home Site Terms & PrivaCy PoliCy OO 2007 CFM Corporation,All Rights Reserved.
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FIREPLACE & CHIMNEY COIVIPONENT SPECIFICATIONS
• , � . . � : • . . ,
Rough 3/a"(1I9mm � 32'Fz'(826mm)
Openin t
65L'e"(1654mm) Depth 10 2,� — � 133�s"Dia
(340mm)
(267mm) �
29L:i' `
(743mm) 11"Dia.
'�^ � f3�4" (279mm)
� �� �1 ��
E � a`O �,� f �-.Rough Opening Width 53?�a"►�
� .�'�� 1 (1365mm)
�O ` , o�� Rough
V ����,�` Opening —
� ; ,�a� „` ,�` Height o d
� �y�e tl; 0 1
�f °j 12'/a"
f\ / 54Ya" (311mm)
\/ (1378mm)
19��" 48'/e" Gas Line
Outside (489mm) 28!%•z"
Air (1222mm) �—4 ^(1067mm —� �724mm) Access
14'/4' -�
(362mm) g�� 7'�'E'
229mm (189mm)
.I105/az'
(258mm) Gas Line Access 52Yi'(1327mm)
• • � : �
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I 46vz" � , �
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� 131i2" / /� �
�— 34v2"
TYP � � �� j
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� � � 161/2" � /
1�7/2" �
� �-----
11 CF1 11 CF18 11 CF3 11 CF4 11 CF�'0i2` _ ��
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NOTE:THE INSTALLED LENGTH OF ANY VENTING SECTION IS 1" LESS THAN TS T AL
LENGTH, EXCEPT FOR THE LAST SECTION INSTALLED. ____._______.,
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� ■ � � � � ' � � � � � �
�161�2"--�I . � � � � Q "
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9 1 Superhearth 42-inch non-heat circulating model. Firebox
_� i 4;ia" larger than most competitive 42-inch firepiaces.
::.......... g3/g" 1
..........:.
_� ► FEATURES:
�_____�.� '�-1i;Z�� •42-Inch Wide x 28 1/2 inch High Firebox Opening
10�i1^ I • 700 Square Inch Hearth Area
• Full Refractory Lined Firebox Herringbone Pattern
iss�s° RLTCFII FPSis • Fully Insulated Construction
� ' � ' ► ' � MINIMUM FLOOR AREA:
•53 3/4"W X 26 3!4" D
� � �
MINIMUM NON-COMBUSTIBLE HEARTH
�16ii2"� EXTENSION AREA:
•66"W x 20" D
� -Requires 1/2"thick CFM Corporation EH2416 Insulation
9sia" -goard Between Combustible Floor and Non-Combustible
.......... 5v2" Covering
31�ia" OPTIONAL ACCESSORIES:
16„ •AK-MST-Outside Air Kit Termination`
� -4" Rd.Class 1 Duct(Not Supplied)
-40 Ft. Maximum Run
-+--►-� -(4)90°Elbows Maximum(Not Supplied)
10ii2" ' •Wood Mantels,Trim Kits and Mantel Shelves
-�143i8'=► RLTCFII L FP814 (See Mantel Section) 12" Minimum ciearance above fireplace
opening
' � �
'Required for all installations in Canada.
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oQOO } �� i OPTIONAL GLASS DOORS
I �� 15ia�� •42SHGDKTBK-42" Bi-fold Glass Door Kit Black w/Black
�15�� � Track
11�� •42SHGDKTBB-42" Bi-fold Glass Door Kit Brushed Brass
� l --
I�2z,��=--I �I-�- 23�:'-"--�I w/Black Track
�- 22a::,�=-I ' 24�� •42SHGDKTS-42"Bi-fold Glass Door Kit Pewter wlBlack
SKDSBL PKDSBL FP808 Track
FP807
� � � � � � � � �
11"TWO-WALL `CF' SYSTEM
�� z5" _I
SPECIFICATION:
� • 11" I.D.
2o,�z'--
f'� '� -- �� • 133�8"O.D.
� � • 2"Clearance to Combustible Materials
^ t ��" �� 36„ • 17i�2" x 17v2" Mini ' nin
o b,;a�,I 0 � ��
00 00 � � �� � . _ �. �
00 00 0
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SLTCFII I� 20" I
FP840 TheFireplaceFactslnformation5he tsare —
A * forquickreferenceonlyandaresub ctm
SGO� FP848 change wfthout notice.Actual fir place ��-1�"r�U�I�
instructions must abide by specific " s � .
`Chimney Extension(202036)is an provided with each product
option to extend the S20B 36 inches
higher.S206 must be used with '
SlTSKB or PLTSKB.
OBl06
� � . � � � • � •
WITH WITHOUT (for On-Site Construction) �
Noncombustible Noncombustible %� •�
Surround Facing Surround Facing � ��
Shaded area starts � G� �G �
4"Brick � 1/2"away trom H
, (Example malerial) / ,� edge of unit ;
� � � � �4�, It_-- � ►I
� o00 00o T' +
�E -- Firebox -- �3 E Seal cracks
F� � � Opening � + /� May install between the I
�•� � A-Min.clearance +--�► / noncombustible fireplace /'
� to combustible � � decorative an d hea rt h �
� perpendicular wall , covering extension with i
� I OR.018"min. noncombustibte
Side g-Min.clearance�—� Slde material
Wall to combustible , Wal� sheet metal FireplaCe�
� perpendicular wall when Hearth �
using noncombustible wall shield" �
[� Combustibie materiai permitted within shaded area 4"Min. � _ ___— _
.Noncombustible wall shield requires 1"CFM Corporation —�
EH2416 insWation(ininimum R Value=1.85)between
decorative noncombustible rigid covering and combustible wall. t ��Vlinimum �Safet stri s
Minimum height and width is 40"x 40". `-CombuStible Y P
..Dimension/degree of angle will vary depending on thickness Floor Insulation must overlap
of noncombustible surround tacing. Value"R": 1/2"minimum
q g C D E F G H .1
SHR42A 22" 18" 32�/2° 39'/z° 18" 14" 12" 2p" 66"
(559 mm) (457 mm) (457 mm) (356 mm) (305 mm) (508 mm) (1676 mm)
Combustible side wall protECtion and hearth extension dimensions. FPSSZSHR
� � � : � � � � � •
OFFSET
\
�
RISE ��
� Intermediate Sections
Intermediate Sections Hei ht
\` Height 1' iv2' 3' 4' 9 1' 1v2' 3' 4'
35v2" 0 0 1 0 209ii2" 0 0 2 3
�� �` 38 i/2" 2 1 0 0 214" 0 1 3 2
�o c o 471/2" 0 0 0 1 2211/2" 0 0 1 4
E a E a 52" 0 1 1 0 226" 0 1 2 3
1' 1�/z' 3' 4' cLi n Offset Rise 1' 1'/' 3' 4' ��'n Offset Rise 58�� 1 0 0 1 233v2" 0 0 0 5
0 0 0 0 0 3" 11" 0 1 3 0 1 64ia" 117i�z' 64" 0 1 0 1 338" 0 1 1 4
1 0 0 0 0 8iia° 20" 0 0 1 2 1 68va" 124" 70" 0 0 2 0 244" 0 0 3 3
0 1 0 0 0 11iia" 25�ia" 0 1 2 1 1 70�rz" 128" 70112�� � 1 0 1 250" 0 1 0 5
2 0 0 0 0 13iiz" 29iia" 0 0 0 3 1 74iin" 134irz" S2 � � 1 � 256" 0 0 2 4
86v2" 0 1 0 0 259v2" 1 1 0 3
1 1 0 0 0 16irz° 34iia" 0 1 1 2 2 78" 1403ia" 94�� 0 0 0 2 268" 0 0 1 5
0 0 1 0 0 20iia" 40aia" 0 0 3 1 2 81" 146" 98v2" 0 1 1 1 272t/2" 0 1 2 4
-
2 1 0 0 0 21 s�a" 43,iz" 0 1 0 3 2 84" 151 i ia" 104 t/2" 0 0 3 0 280" 0 0 0
1101 i2° 0 1 0 2 2841/2" 0 1 1 5
0 0 0 1 0 26�ia" 51 va" 0 0 2 2 2 87" 156vz" 116��2� 0 0 2 1 290�/2" 0 0 3 4
0 1 1 0 0 28irz" 55va" 0 1 3 1 2 89iia" 160iia" 121" 0 1 3 0 296v2° 0 0 0 6
1 0 0 1 0 31 irz' 60iia" 0 0 1 3 2 93" 166sia" 128v2" 0 0 1 " �-- �
0 1 0 1 0 34vz" 65v2' 0 1 2 2 2 95�ia" 170sia" 133° 0 1 2 1 3Q7" 0 1 3 , 4 ;
0 0 2 0 0 37,iz" 703,a" 0 0 0 4 2 99iia" 177sia" 140v2" 0 0 0 3 314u2" D 0.. 1 a 6 '
145" 0 1 1 2 - --a
1 1 0 1 1 41�rz" 77aia" 0 1 1 3 2 101 va" 181sia" 151" 0 0 3 1 326v2" 0 0 0 7
0 0 1 1 1 45" 83sia" 0 0 3 2 2 104iia" 186iia" 157" 0 1 0 3 331 t - 0 1 1
0 1 2 0 1 47iin" 87irz" 0 1 0 4 2 107va' 191,rz' 163" 0 0 2 2 337" :" Q� a. 3�
167 i/2" 0 1 3 1 343" 0 1 0
0 0 0 2 1 51" 94" 0 0 2 3 2 110va" 196sia" 1�5" 0 0 1 3 349" 0 0 2
0 1 1 1 1 53iia" 98" 0 1 3 2 3 114" 203iin" 17gt�7' 0 1 2 2 � �
.
0 0 3 0 1 56va" 103iia" 0 0 1 4 3 117sia" 209sia" 187" 0 0 0 4 �1't_� i�t 0�`r� O'
0 1 0 2 1 59iin" 108irz° 0 1 2 3 3 120" 213irz° 1911i2" 0 1 1
197ii2" 0 0 3 2 373" 0 0 0 8
0 0 2 1 1 62i�a" 113�rz' 0 0 0 5 3 123s�n" 22�° 203t/2" 0 1 0 4
�
' ' • �
FIREPLACE/CHIMNEY:
• SHR42A Listed UL 127/ULC-S610 Standard for Factory Built
Fireplaces
•Various city and state listings are available upon request.
INSULATION BOARD(CFM CORPORATION EH2416):
• Underwriters'Laboratories Report No. MH6018 Volume 2
-Thermal Conductivity('K')is 0.458/IN.
-Total R-value is 2.18/IN.
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- --- Aluminum EnduraCia�°'Exterior � . �AS�MENT .
!� 1" Laminated Insulated C�lass
Unit 5ec�tions
5, Scale 6" �1'0°
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2X6 TIMBER STUDS
� 16' O.C.
5", SOUND ATTENUATION
FIRE BLANKET
CREASED (SAFB)
VAPOR BARRIER ON INSIDE
FACE OF WOOD STUDS
KINETICS "ISOMAX" RESILIENT—
SOUND ISOLATION CLIP SYSTEM.
LOCATE 24" O.C. VERTICALLY &
16 " O.C. (ON STUD)
Ti��e'x�
2 LAYERS OF 5/8' GYPSUM
BOARD FINISH: RE ARCH
� NOTE:
Vi FOR HIGHER PERFORMANCE
� USE 2 LAYERS OF 5/8°
SOLUTIONS "QUIETROCK
� QR53 � IN LIEU OF 5/8"
GYPS�M BOARD
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EXTERIOR PARTITION
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7/8" HAT CHANNEL--�� �
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ISOMAX CLIP �
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SINGLE STUD ISOLATED (STC-66) (ESTIMATED)
rWALL PARTITIONS SHALL BE
RUCTED IN ACCORDANCE WITH
E497 — STANDARD PRACTICE
JSTALLING SOUND ISOLATING
M BOARD PARTITIONS, AND
C919 — STANDARD PRACTICE
�SE OF SEALANTS IN
�TICAL APPLICATIONS.
2. AT MULTIPLE LAYER GYPSUM BOARD
WALLS — STAGGER JOINTS, ANY GAPS
IN EXCESS OF 1/16' SHALL BE
FILLED WITH DRY WALL MUD, TAPE
AND FINISH FINAL LAYER.
•• No �-ev��1 sr�bsfir��'ons will I� allowe�d•
3. ALL JOINTS AT FOOT, HEAD AND
PERIMETER OF WALLS SHALL BE
SEALED AIRTIGHT WITH NON—
HARDENING ACOUSTICAL SEALANT.
GYPSUM BOARD SHALL BE HELD BACK
1/8" TO 3/16" FROM THE FLOOR,
CEILING, OR ADJACENT SURFACE AND
THEN CAULKED W�TH ACOUSTICAL
S EA LANT.
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� 1 6' O.C.
VAPOR BARRIER ON
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UNIT 6
5", SOUND ATTENUA
FIRE BLANKET
NON-CREASED (SAF
KINETICS "ISOMAX"
SOUND ISOLATION C
LOCATE 24" O.C. VE
16 ° O.C. (ON STUI
2 I�,YERS OF 5/8°
SOLUTIONS "QUIETR�
(�`��� �uiv�
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216
DEMISING PARTITION
3 1/2" R-13
(EXISTING CONSTRUCTION)
6 1/4" R-1 9
(EXISTING CONSTRUCTION)
TL�pe `X �
3 LAYERS 5/8° GYPSUM BOARD
(EXISTING CONSTRUCTION)
ADJACENT UNIT
ACOUSTI/BLO(K PSF)
LOADED VINYL BARRIER
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DUAL STUD ISOLATED (STC-70+) (ESTIMATED)
1:: DRl^WALL`PARTITIONS SHALL BE
CC�NSTf�UCT D IN ACCORDANCE WITH
��fiM 497 - STANDARD PRACTICE
FOR I S�A.� ING 50UND ISOLATING
GYPSU BO RD PARTITIONS, AND
9?9 - STANDARD PRACTICE
FOR USE 0 SEALANTS IN
ACOUSTICAL APPLICATIONS.
2. AT MULTIPLE LAYER GYPSUM BOARD
WALLS - STAGGER JOINTS, ANY GAPS
IN EXCESS OF 1/16" SHALL BE
FILLED WITH DRY WALL MUD, TAPE
AND FINISH FINAL LAYER.
3. ALL JOINTS AT FOOT, HEAD AND
PERIMETER OF WALLS SHALL BE
SEALED AIRTIGHT WITH NON-
HARDENING ACOUSTICAL SEALANT.
GYPSUM BOARD SHALL BE HELD BACK
1/8" TO 3/1 6" FROM THE FLOOR,
CEILING, OR ADJACENT SURFACE AND
THEN CAULKED WITH ACOUSTICAL
SEALANT.
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2X6 TIMBER STUDS
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FIRE BLANKET
CREASED (SAFB)
`✓APOR BARRIER ON
FACE OF WOOD ST�
1/8" THICK 1 PSF
ACOUSTI/BLO �
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1 LAYER OF 5/8"
QUIET SOLUTIONS
°QUIETROCK QR53C
3/4"
NOTE:
SEAL SEAM OF THE
ACOUSTI-BLOK WITH 3M TAPE
TYPE 468MP (2° WIDTH) OR
ACOUSTI-BLOK IRON-GRIP TAPE,
TO MAKE AIR-IMPENETRABLE
HIGH PERFORMANCE INTERIOR PARTITION
SINGLE STUD WALL UNBALANCED
1 . DRYWALL P{4RTITIONS SHALL BE
CONSTRUCTED( IN ACCORDANCE WITN
- STANDARD PRACTICE
FOR INSTALLING SOUND ISOLAT�NG
GYPSUM BOARD PARTITIONS, AND
ASTM C919 - STANDARD PRACTICE
FOR USE OF SEALANTS IN
ACOUSTICAL APPLICATIONS.
2. AT MULTIPLE LAYER GYPSUM BOARD
WALLS - STAGGER JOINTS, ANY GAPS
IN EXCESS OF 1/16" SHALL BE
FILLED WITH DRY WALL MUD, TAPE
AND FINISH FINAL LAYER.
3. ALL JOINTS AT FOOT, HEAD AND
PERIMETER OF WALLS SHALL BE
SEALED AIRTIGHT WITH NON-
HARDENING ACOUSTICAL SEALANT.
GYPSUM BOARD SHALL BE HELD BACK
1/8" TO 3/16" FROM THE FLOOR,
CEILING, OR ADJACENT SURFACE AND
THEN CAULKED WITH ACOUSTICAL
SEALANT.
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STONE OR OTHER HARD-SURFACE
MATERIAL, I.E. TILE, ETC. RE: ARCH
THINSET (NOM)
ACOUSTICAL UNDERLAYMENT, lOmm THICK
DODGE-REGUPOL QTrbm OR 1/2° THICK
WE CORK, SOUNDLESS +
3/4" CDX T&G PLYWOOD
1 LAYER OF 5/8" -
QUIET SOLUTIONS
"QUIETROCK QR530"
2 LAYERS 5", SOUND
ATTENUATION FIRE BLANKET
CREASED (SAFB)
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LOADED VINYL BARRIER
NOTE:
FOR HIGHER PERFORMANCE
USE 2 LAYERS OF 5/8"
QUIET SOLUTIONS "QUIETROCK
QR530"
ISOLATED FLOOR CEILING ASSEMBLY
I 1 . D1�YWA L` PA TITIONS SHALL BE
�CONSTRUC ET�`I ACCORDANCE WITH
�ASTM E49 - TANDARD PRACTICE
LING SOUND ISOLATING
GYPSUM BOARD PARTITIONS, AND
ASTM C919 - TANDARD PRACTICE
FOR U ALANTS IN
ACOUSTICAL APPLICATIONS.
2. AT MULTIPLE LAYER GYPSUM BOARD
WALLS - STAGGER JOINTS, ANY GAPS
N EXCESS OF 1/16° SHALL BE
FILLED WITH DRY WALL MUD, TAPE
AND FINISH FINAL LAYER.
3. ALL JOINTS AT FOOT, HEAD AND
PERIMETER OF WALLS SHALL BE
SEALED AIRTIGHT WITH NON-
HARDENING ACOUSTICAL SEALANT.
GYPSUM BOARD SHALL BE HELD BACK
1/8" TO 3/16" FROM THE FLOOR,
CEILING, OR ADJACENT SURFACE AND
THEN CAULKED WITH ACOUSTICAL
SEALANT.
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QUIET SOLUTIONS
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1 8" THICK (1 PSF)—
A�OUSTI/BLOK�
LOADED VINYL BARRIER
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RTITIONS, AND
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KINETICS BRAND ISOMAX
RESILIENT SOUND CLIP,
STAGGERED EVERY OTHER
STUD ON 32"x 24" GRID,
WITH 2Oga., 7/8" DEEP
STEEL HAT CHANNEL
SPACED 24" VERTICALLY
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PERIMETER OF WALLS SHALL BE
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APPLY 1/8" QUIET SOLUTIONS,
QuietPutty"QP-380" AROUND
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4 - SerenityTM QR-530
Soundproof drywail
��..,�X..__ f'.?0,.�_3�r�n:a.�:,�#-"fs�."�`k�.:..,",''�,.,�;...a�- w.,�_.3 ... ;"_�.'4�.,��,#�.'t��rud,�`�.��.L%��m�.?,"A��
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� Unique patent-pending embedded polymer °F Cannot be short-circuited like other methods
layers and steel absorb sound waves and (maintains designed STC value even after
vibration unlike any other construction customer hangs pictures, a bookcase,etc.)
material on the market today x 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 (50dB to 80dB) and EMI reduction
� Outperforms resilient channels in STC values from high voltage power lines(specific
: 10X more reliable than resilient channel (with
construction techniques required).
none of the resilient channel liability risks) � Only 5/8"thick
, :naL+;'-�""��.0 �`��'tu'".�'f�..
'a"a��`�.. - . .i?"`'',�'.a:�J,.:.yi?'Z'y"m'"a-�`,r'm'��w"�'."�_�, �.;�w�E3".�, ��?. �"'��;., ���., �
QuietRock QR-530"Serenity" Comparison of StandardTechniques
� � �� � ` STC*
y �� �,��� ,� —-- . . __ --
___... _.___ ___
�`� � � � � � �' Baseline
�� � ��� ����� � � 5/8"GYPsum 34
w� �'� �� �� ��`�'�`�'� "' " Cinderblock 38
,
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QuietRock QR-530 52-74
QuietRoek is a rnulti layer engineered drywall panel _ _ _ __ ___
cOmpOSfld:Of gypsum,viSCOSlastic SOUIId absorbing� � *�n standard wood stud construction
polymers and speciatly designed steel inner layers.
P�js�/��� APplications
Fire rated. CJ� � Multi-family dwellings Homes
U Home theater Offices
Environmentally friendly. Dance studio Schools
Lab tested. " Recording studio Hospitals
Apartme�Ucondo party walls Offices
�,.�:x�.�, ,. ,.,. .,., �,.. � .,,.�:� ,�„R.,.._ ., .r .,,, ,�r r_,� Ceilings Facrories
System ^ Serenity l Interior&party walls Warehouses
Conference rooms
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 E90) 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 �m._��ete �_.._
U376 QR 530 STD `x8 ��(1R530STD4X8 . , �
Shear Value 487 Ib/ft(ASTM E2126) QR-530 STD q�x9 dR530STD4�C9 • y
Surface Flame Class A(ASTM E84) QR-530 STD �4x10 ^QR530STD4X1�� �
Permeability � QR-530 STD �1x12 QRSi�D$TD4X,12
RValue 0.38 QR-530 GRN x8 QR5�306RIaJ'4�F8*' j
` Note:QR-530 has tapered edges _ _,
_
_......_. ..._._. ___. ._.. ...
--���� *Greenboard product is /8"thic �---�-'--�---�--
� J�9,t �_:i'�il�i �.O�U�i.i�(?
Quiet Solution 800-797-8159 j
! 1250 Elko Drive info@n�ietSolution.com
� ,. Sunnyvale,CA 94089 www.QuietSolution.com
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Resilient Sound Isolation Wall and Ceiling Clip
Model IsoMax
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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 channel is
one occupied space into another. Incorporating accidentally rendered ineffective 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, and/or additional layers of gypsum board.
Increasing the air cavity and resiliently decoupling I 3.86 i
the mass of the gypsum board from the non-isolated j
structure(e.g.,joists, studs, masonry)ef�ectively and l---�
economically controls noise transmission. � ; p i i.00
�
Application:
Plan Vew �
Designers wanting low-cost, space saving ceilings O
and walls that provide superior noise control can �3 i2� Q
employ Kinetics Model IsoMax resilient sound �
isolation clip. Model IsoMax, attached to ceiling —
, 3
joists, wall studs, or masonry, simply and easily ; ; � �
secures drywall furring channel. One or more layers `� � _ �� N
of gypsum board are hung onto the furring channel � ✓ � �
using common construction practices. Offering __,__________: � I
�---2. � __ � �
higher STC values than drywall attached to resilient ` x
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BXIJV.U305 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 6
� eya���a�r nrnTIrIRAT1/5E�'C` niorr�T�RY
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BXUV.U305
Fire Resistance Ratings - ANSI/UL 263
Page Bottom
Fire Resistance Ratings - ANSI/UL 263
See General Information for Fire Resistance Ratings ANSI/UL_263
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
; �'•
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1.Woad Studs—Nom 2 by 4 in.spaced 16 in.OC max,effectiyely firestopped. - -
_ _._ _._ __ _ _. _
2.]oints and Nail-Heads—Exposed or covered with fiber tape and joint compound,except where required for specific
__ edge-configuration. For tapered,rounded-edge gypsum board,joints covered with joint compoLnd orfiber tape and joint -
compound.As an alternate, nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of ClassiFied
__
veneer baseboard.Joints reiniorced,Nailheads exposed or covered with�oin[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 naited 7 in.OC with 6d cement coated nails 1-7/8 in.long,0.0915 in.shank diam
and 15/64 in.diam heads.When used in widths other than 48 in.,gypsum panels are to be installed horizontally.For an
alternate method of attachmen[of gypsum panels,refer to Item 6 or 6A,Steel Framing Members*.
When Item 6,Steel Framing Members*, is used,gypsum panels at[ached to furring channels with 1 in.long Type S bugle-
head steel screws spaced 12 in.OC.
When Item 6A,Steel Framing Members*, is used,two layers of gypsum panels attached[o umn .
attached to furring channels with 1 in.long Type 5 bugle-head steel screws spaced 12 in. C.Face lay�r attached to Futri'ng ', I
channels with 1 5/8 in. long Type 5 bugle-head steel screws spaced 12 in.OC.All joints in ace layers staggered With joinis ;_: 6
in base layers.One layer of gypsum board attached to opposite side of wood stud without rring Uanusls-as-desccihedln-
Item 3.
When Item 7,resilient channels are used,5/8 in.thick,4 ft wide gypsum panels applied ve ically.Screw�CCd+c�e�;fiuCring . .-�
channels with 1 fn. long,self-drilling,self-tapping Type 5 or 5-12 steel screws spaced 8 in.OC, ve ical joints located
midway between studs.
AMERICAN GYPSUM CO—Types AGX-1 (finish rating 23 min.),Type AGX ll (finish ratf Ig 26 mi�it�r!=T�p�;AiCj� �,��U(^,-;,/�a�,p
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/18/2007
� BXtTV.U305 - Fire Resistance Ratings- ANSI/UL 263 Page 2 of 6
BEIJING NEW BUILDING MATERIALS PUBLIC
LTD CO—Type DBX 1(finish rating 24 min).
BPB AMERICA INC—Type 1,Type SF3(finish rating 20 min)or FRPC,ProRoc Type C or ProRoc Type X(finish rating 26
min),Type EGRG(finish rating 23 min)
BPB CANADA INC—ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-Resistant(finish ratin9 26 min)
CANADIAN GYPSUM COMPANY—Type AR(finish ra[ing 24 min),Type C(finish rating 24 min),Type FCV(finish rating
24 min),Type IP-AR(finish rating 24 min),Type IPGAR(finish rating 24 min),Type IP-X1 (finish rating 24 min),Type IP-
X2(finish rating 24 min),Type SCX (finish 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 rating 26 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 GPFS1 (finish rating 20 min),Type GPF52(finish
rating 20 min),Type GPF56(finish rating 26 min),Type DS,Type DAP,Type DD(finish rating 20 min),DA.
LAFARGE NORTH AMERICA INC—Type LGFC2(finish rating 20 min),Type LGFC3(finish rating 20 min),Type LGFC6
(finish rating 26 min),Type LGFGC(finish rating 20 min),Type LGFC6A(finish rating 34 min),Type LGFQA,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 22 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 rating 20 min),Types PG-3W, PGSW(finish rating
20 min),Type PG 4(finish rating 20 min),Type PG-6(finish rating 23 min),Types PG 3W5, PG-SWS(finish rating 20 min),
Types PG-5, PG 9(finish rating 26 min)or Type PGC.
PANEL REY S A—Type PRX.
SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1 (finish rating 26 min)
TEMPLE-INLAND FOREST PRODUCTS CORP—Type X,Veneer Plaster Base-Type X,Water Rated--Type X,Sheathing-
__ Type X,Soffi[-Type X. _ _
UNITED STATES GYPSUM CO—Type AR(finish rating 24 min),Type SCX(finish ra[ing 24 min),Type C(finish rating 24
min),Type WRX(finish rating 24 min),Type WRC(finish rating Z4 min);Type IP-X1 (finish rating 24 min),Type FCV(finish
- ra[ing 24 min),Fype IP X2(finish rating 24 min),Type SHX(finish rating 24 min),Type FRX-G(finish rating 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 WRXF(fit�iSh rating 24 . �
min),Type WRC(finish rating 24 min),Type IP-X1 (finish rating 24 min),Type FCV(finis rating 24 Mim)„Typ�IP-X2 ��
(finish rating 24 min),Type SHX(finish rating 24 min),SCX (Finish rating 24 min),Type I AR(fi 1.4_II�in Type
IPC-AR(finish rating 24 min).
(� ;I �
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3A.Gypsum Board* —(AS an altemate to Item 3) — 5/8 in.[hick gypsum panels,with evele ,square,or tapered
edges,applied either horizontally or vertically.Gypsum panels fas[ened to framing with 1 1/4 in long Type W coarse
thread gypsum panel steel screws spaced a max 8 in. OC,with last screw 1 in.From edg of boa . widths of
other than 48 in.,gypsum boards are to be installed horizontally. �r;{-���,`�Jj f� �C)+(�r"uC1O
AMERICAN GYPSUM CO—Types AGX-1 (finish ra[ing 25 min.),Type AG-C(finish rating 25 min.). �---'----
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• BXLTV.U305 -Fire Resistance Ratings - ANSI/UL 263 Page 3 of 6
CANADIAN GYPSUM COMPANY—Type AR(finish rating 24 min),Type C(finish rating 24 min),Type FCV(finish rating
24 min) ,Type IP-AR(finish rating 24 min),Type IPGAR(finish rating 24 min),Type IP X1(finish rating 24 min),Type IP-
X2(finish rating 24 min),Type SCX(finish rating 24 min),Type SHX(finish rating 24 min),Type WRC(finish ratin9 24
min),Type WRX(finish rating 24 min).
UNITED STATES GYPSUM CO—Type AR(finish rating 24 min),Type SCX(ffnish rating 24 min),Type C(finish ra[ing 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(finish rating 24 min),Type SHX(finish rating 24 min),Type FRX-G(finish rating 24 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 rating 24 min),Type IP-X1 (finish rating 24 inin),Type FCV(finish rating 24 min),Type IP X2
(finish rating 24 min),Type SHX(finish rating 24 min),Type SCX,Type IP AR(finish rating 24 min),Type IPC-AR(finish
rating 24 min).
3B. Gypsum Board* —(As an altemate to Item 3)—Nom 3/4 in.thick, installed with 1 7/8 in. long cement coated nails
as described in Item 3 or 1-3/8 in.long Type W coarse thread 9ypsum panel steel screws as described in Item 3A.
CANADIAN GYPSUM COMPANY—Types AR,IP-AR.
UNITED STATES GYPSUM CO—Types AR, IP-AR.
USG MEXICO 5 A DE C V—Types AR,IP-AR.
3G Gypsum Board*—(As an alternate to Items 3,3A and 3B) -5/8 in.thick,2 ft wide,tongue and groove edge,applied
horizontally to one side 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.Joint covering(Item 2)not required.
CANADIAN GYPSUM COMPANY—Type SHX.
UNITED STATES GYPSUM CO—Type SHX.
USG MEXICO S A DE C V—Type SHX.
3D.Wall and Partition Facings and Accessories* —(As an alternate to Items 3, 3A,3B and 3C,not shown)-Nominal
5/8 in.thick,4 f[wide panels,applied vertically[o studs and bearing plates on one side of the assembly with 1-5/8 in.long
Type 5 screws spaced 12 in.OC at perimeter of panels and 8 in.OC in the field. Horizon[al joints of vertically applied
panels need not be backed by studs.Panel join[s covered with paper tape and two layers of joint compound.Screwheads _
covered with two layers of joint compound. Batts;and Blankets placed in stud cavity as described in Item SE. Not evaluated
for use with S[eel Framing Members,Furring Channels or Fiber,Sprayed.
__ __
QUIET SOLUTION INC—Type QuietRock QR-530(finish rating 23 min).
3E.Gypsum Board*—(As an altemate to I[ems 3,3A,36,3C,or 3D-not shown)For Direct App.lication[0 5[uds Only
Nom 5/8 in.thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical joints
centered over studs and staggered min 1 stud cavity on opposite sides o(s[uds.Wallboa�d secured to studs with 1 5/8 in.
long Type W coarse thread gypsum panei 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 long with a max thickness of 0.125 in.placed on the face of studs and attached to the stud
with two 1 in. long Type 5-12 pan head steel screws,one at the top of the strip and one a[[he bo[tom of the strip. Lead
discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other�a+��< <"�aK 3/4 in diam
by max 0125 in.thick lead discs compression fitted or adhered over steel screw heads or ma 1/2 in. by lrl/4 i,n. by max �
0.125 in.thick lead tabs placed on gypsum boards undemeath saew locations prior to the ins allation of t�e screws Lead d
batten strips to have a purity of 99.9%meeting the Federal specification QQ-L 201f,Grade" " __ _ _�_,_
RAY-BAR ENGINEERING CORP—Type RB LBG(finish rating 24 min). �
. � , , p .,.. . .�>.
3F.Gypsum Board*— (As an alternate to ltems 3,3A, 38,3C,3D,and 3E) — 5/8 in.thick ypsum paneis,with square
edges,applied ei[her horizontally or vertically.Gypsum panels fastened to framing with 1-1/4 in. lon ,._`"-.:-�FSe
thread gypsum panel steel screws spaced a max 8 in.OC,with last 2 screws 1 and 4 in.from edge of�o�r¢.���}7 ir}.,�`�U rG�CZ
OC with 6d cement coated nails 1-7/8 in. long,0.0915 in.shank diam and 15/64 in.diam he ds.Wh U �d' gof�
other than 48 in.,gypsum boards are to be installed horizontally.Joints and nail heads treate
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' BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 6
TEMPLE-INLAND FOREST PRODUCTS CORP—StructGlass Type X(finish rating 23 min).
4.Steel Corner Fasteners—(Optional)—For use at wall corners.Channel shaped,2 in.long by 1 in.high on the back
side with two 1/8 in.wide cleats protruding into the 5/8 in.wide channel,fabricated from 24 gauge galv steel.Fasteners
applied only to the end or cut edge(not along tapered edges)of the gypsum board, no greater than 2 in.from corner of
gypsum board,max spacing 16 in.OC.Nafled to adjacent stud through tab using one No.6d cement coaced nail per
fastener.Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails.
5.Batts and Blankets' —(Optional-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 cavities and shall be secured to the studs 24 In. OC with staples, nails or screws.
CERTAINTEED CORP
GUARDIANFIBERGLASSINC
]OHNS MANVILLE INTERNATIONAL INC
KNAUFINSULATION GMBH
OWENS CORNING HT INC,DIV OF OWENS
CORNING—Corning Fiberglas Corp.
ROCK WOOL MANUFACTURING CO— Delta Board.
ROXUL INC
THERMAFIBER INC—Type SAFB.
SA. Fiber,Sprayed* — (Not shown-Not for use with I[em 6A)As an alternate to Batts and Blankets(Item 5)—Spray
applied cellulose material.The fiber is applied with water to completely fill the endosed cavity in accordance with the
application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3.Altemate application method: The fiber
is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber
to completely ffll the endosed cavity in aaordance with the application instructions supplied wi[h the product. Nominal dry
density of ZS Ib/ft3.
U S GREENFIBER L L C—Cocoon2 Stabilized or CocoomFRM(Fire Rated Ma[eriat)
SB. Fiber,Sprayed* —(Not shown-Not for use with Item 6A)As an altemate to Batts and Blankets(Item 5)and Rem
SA-Spray appiied cellulose insulation materiaL The fiber is applied with water to interior surfaces in accordance with the
application ins[ructions supplied with the product.Applied to completely fill the endosed cavity. Minimum dry density of 4.3
pounds per wbic ft.
_
_
NU-WOOL CO INC—Cellubse Insulation _
SC. Batts and Btankets* —Required for use with resilient channels,Item 7,3 in.thick mineral wool batts, placed to fill
interior of wall,attached to the 4 in.face of the studs with staples piaced 24 in.OC
THERMAFIBER INC—Type SAFB
SD. Glass Fiber Insulation—(As an alternate to Item SC) —3 in.thick glass fiber batts bearing the UL Qassfication
r�_..._.��
Marking as to Surface Burning and/or Rre Resistance,placed to fill the interior of the wall, a[tac 4 in.face of t e
studs with staples placed 24 in.OC.See Batts and Blankets(BKNV or BZ)Z)Categories for na es of Clas�ified r
companies. -- °-� �
SE.Batts and Blankets*—(Required for use with Wall and Partition Facings and Accessories,Item 3 )—Glass fiber
insulation,nom 3 1/2 in.thick, min.density of 0.80 pcf,wi[h a Flame spread of 25 or less and a smoke developed of 50 or ,
less,friction-fitted to completely fill the stud cavities.See Batts and Blankets Category(BKNV) r nam s of m�'r1ti��ct�e�`�. , 7
6.Steel Framing Members(Optional,Not Shown)* —Furrin9 channels and Steel Framing embe s as described
below:
5;�,��t�Uiit Cc;Oru��
a.Furring Channeis—Formed of No.25 MSG galv steel.2 3/8 in.wide by 7/ in deep soaced
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� BXLTV.U305 - Fire Resistance Ratings -ANSI/UL 263 Page 5 of 6
24 in.OC perpendicular to studs.Channels secured to studs as described in Item b. Ends of
adjoining channels are overlapped 6 in.and[ied together with double strand of No. 18 SWG galv
steel wire near each end of overlap.As an alternate,ends of adjoining channels may be overlapped
6 in.and secured toge[her wi[h two self-[apping #6 framing screws,min.7/16 in. long at the
midpoint of the overlap,with one screw on each Flange of the channel.Gypsum board attached to
furring channels as described in Item 3.
b.Steel Framing Members*—Used to attach furring channels(Item 6a)to studs. Clips spaced
48 in.OG RSIG1 dips secured to studs with No.8 x 2-1/Z in.coarse drywall screw through the
cen[er grommet RSIGV dips secured to s[uds with No.8 x 1-1/2 in. coarse drywall screw through
the center hole.Furring channels are fric[ion fitted into clips.
PAC INTERNATIONAL INC—Types RSIC-1,RSIGV.
6A.Steel Framing Members(Optional,Not Shown)*— Furring channels and Steel Framing Members on one side of
studs as described below:
a.Furring Channels—Formed of No. 25 MSG galv steel,spaced 24 in.OC perpendicular to studs.
Channels secured to s[uds as described in Item b.Ends of adjoining channels are over�apped 6 in.
and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. Batts
and Blankets placed in stud cavity as described in Item 5.Two layers of gypsum board attached to
furring channels as described in Item 3.
b.Steel Framing Members� —used to attach furring channels(Item 6Aa)to one side of studs
only.Clips spaced 48 in.OC.,and secured to studs with two No.8 x 2-1/2 in.coarse drywall
screws,one through the hole at each end of the dip.Furring channels are friction fitted into dips.
KINETICS NOISE CONTROL INC—Type Isomax.
7. Furring Channel—Optional-Not Shown-For use on one side of the wall Resilient channels, 25 MSG galv steel,
spaced vertically 24 in.OC,flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point,
double lead Phillips head steel screws.When resilient channels are used,insulation,Items SC or SD is required.
8.Caulking and Sealants—(not shown,optional)A bead of acoustical sealant applied around the partition perimeter for
sound control.
9.STC Rating—The STC Ra[ing of the wall assembly is 56 when it is constructed as described by Items 1 through 6,
except:
A.Item 2,above-Nailheads Shall be covered with jofn[compound.
B. Item 2,above Joints As described, shall be covered with fiber[ape and joint compound.
C.I[em 5,above-Batts and Blankets*The cavities formed by the studs shall be friction fit with R-19 unfaced fiberglass
insula[ion batts measuring 6 1/4 in.thick and 15-1/4 in.wide:
D. Item 6,above-Steel Framing Members*Type R5IG1 dips shall be used to attach gypsum board to studs on either side
of the wall assembly.
E.Item 8,above-Caulking a�d Sealants(not shown)A bead of acoustical sealant shall be applied around the partition — .
perimeter for sound control.
F.Steel Comer Fasteners(Item 4), Fiber,Sprayed(I[ems SA ahd SB)and Steel Freming Members(Item 6A),not
evaluated as alternatives for obtaining STG rating:
*Bearing the UL Classifica[ion Mark
Last Uoda[ed on 2007-03 OS
__ _—___, :,__ -----
� Notice of Disdaimer Page T� �
_u tions_ / �
C�yright 2007_ nderwriters_Laboratories In4,0O
The appearance of a company's name or product in this database does not in itself assure that products so dentifi have beP_ri m�ny€�actu2f�i
under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed a d cove ed under UL's Follow Up
Service.Always look for the Mark on the product. _ _
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• BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263 Page 6 of 6
UL permits the reproduction of the material contained in the Online Certifica[ion Directory subject to the following conditions: 1.The Guide
InFormation,Designs and/or�is[ings(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the
data (or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc."must
appear adjacent to the extracted material. In addition,the reprinted material must indude a copyright notice in the following format: "Copyright �O
2007 Underwriters Laboratories Inc.�"
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• BXUV.L583 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 7
��
BXUV.L583
Fire Resistance Ratings - ANSI/UL 263
Paqe Bottom
Fire Resistance Ratings - ANSI/UL 263
See General Information for Fire Resistance Ratin�s-ANSI U/ L 263
Design No.L583
April 10,2007
Unrestrained Assembly Rating—1 Hr
Load Restricted for Canadian Applications—See Guide BXUV7
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1. Floor Systems—The flooring system shall consist of one of the following: + _, ,
� �- . l
System No. 1
Subflooring—Min 3/4 in.thick T&G wood structural panels,min grade"Underlayment"or" ingle-Flqorr.��t�grain of
plywood[o be perpendicular to the trusses with end joints staggered 4 ft.Plywood secured to t usses v�Lti c "st utt38i�� �.Ci�4JCc;,.�1CZ'
adhesive and No.8d cemen[coated nails spaced 12 in.OC along each truss. Adhesive applied
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BXUV.L583 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 7
chord of trusses and grooved edges of plywood.
System No.2
Subflooring—Min 3/4 in.thick T&G wood structural panels,min grade"Underlayment"or"Single-Floor".Face grain of
plywood to be perpendicular to the trusses with end joints staggered 4 ft.Plywood securedl edtas 3/8 in!tdiam beadtt top
adhesive and No.Sd cement coated nails spaced 12 in.OC along each truss.Adhesive app
chord of trusses and grooved edges of plywood.
Vapor Barrier—(Optional) Commercial asphalt saturated felt,0.030 in.thick.
Vapor Barrier— (Optional) Nom 0.010 in.thick commercial rosin-sized building paper.
Finish Flooring—Min 3/4 in.thickness of lightweight insulating concre[e with Perlite Aggregate*or Vermiculite
Aggregate3, or gypsum concrete.
See Perlite Aggregate(CFFX)and Vermiculite Aggregate(C)ZZ)ca[egories for names of manuFacturers.
System No.3
Subflooring—Min 3/4 in.thick plywood wiYh 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—(Optional) -Commercial asphalt saturated felt,0.030 in.thick.
Floor Mat Materials* —(Optional)—Nom 6 mm thick floor mat material adhered to subfioor wi[h Hacker Floor Primer.
Primer to be applied to the surface of the mat prior to the placement of floor-topping mix[ure.When floor mat material is
used,min thickness of floor topping mixture is 1 in.
HACKER INDUSTRIES INC—Type Hacker Sound-Mat.
Alternate Floor Mat Materials*— (Optional)—Floor mat material nom 10 mm thick adhered to subFloor with Hacker
Floor Primer. Primer to be applied to the surface of the mat prior to[he placement of a min 1-1/2 in.of floor-topping
mixture.
HACKER INDUSTRIES INC—Type Hacker Sound-Mat Il.
Alternate Floor Mat Materials*— (Optional)—Floor mat material nom 1/4 in.thick loose laid over the subFloor. Floor
topping thickness shall be a min of 1 in.
HACKER INDUSTRIES INC—Type Quiet Qurl 55/025
Akernate Floor Mat Materiais* — (Optional)— Floor mat material nom 3/8 in.thick loose laid over the subfloor. Floor
topping thickness shall be a min of 1-1/2 in.
HACKER INDUSTRIES INC—Type Quiet Qurl 60/040
Metal Lath(Optional)—For use with 3/8 in.or 10 mm floor mat materials,3/8 in.expanded steel diamond mesh, 3.4
Ibs/sq yd placed over the floor mat material. Nacker Floor Primer to be applied prior to the placement of[he metal lath.
When metal Iath is used,floor topping thickness a nom 1 1/4 in.over the floor mat.
Finish Flooring-Floor Topping Mixture* —Min 3/4 in.thickness of floor topping mixture having a min compressive
strength of 1100 psi.Mixture shall consist 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 Concrete,Firm-Fill 2010, Firm Fill 3310, Firm yFill 4010,Firm Fill High
Strength,Gyp-Span Radiant
__A__-----___..----___.^--
System Na.4
Subflooring—Min 3/4 in.thick plywood with exterior glue,conforming to PS 1-83,mi grade'Standai�.�ace gti�am of�<
plywood to be perpendicular to[he trusses with joints staggered. �
Vapor Barrier—(Optional)-Commercial asphal[saturated felt, 0.030 in.thick. — —
� �;��.;-_�°,�iifi C.;l�r�:;�Q
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BXUV.L583 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 7
Floor Mat Materials* —(Optional) Min 3/8 in.to max 3/4 in.thick floor mat material loose laid over the subfloor. Floor
topping thickness shall be as specified under Floor Topping Mixture.
UNITED STATES GYPSUM CO—Levelrock Brand Sound Reduction Board
Alternate Floor Mat Materials* — (Optional)- Nom 1/4 in.thick floor mat material loose laid over the subfloor.Floor
topping thickness shall be as specified under Floor Topping Mixture.
UNITED STATES GYPSUM CO—�evelrock Brand Floor Underlayment SRM 25
Alternate Floor Mat Materials*— (Optional) Nom 3/8 in.thick floor mat material loose laid over the subFloor.Floor
topping thickness shall be as specified under Floor Topping Mixture.
SOLUTIA INC—Type SC50
Finish Flooring-Floor Topping Mixture* —Min 3/4 in.thickness of Floor topping mixture having a min compressive
strength of 1500 psi.Refer to manufacturer's instructions accompanying the material for specific mix design.
UNITED STATES GYPSUM CO—Type LRK
System No.5
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— (Optional)-Commercial asphalt saturated felt,0.030 in.thick.
Finish Flooring-Floor Topping Mixture* — Min 1-1/2 in.thickness of floor topping mixture 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 with water and
expanded at 100 psi through nozzle. Mixture shall consis[of 1.4 cu feet of preformed foam concentrate to 94 Ibs Type I
Portland cement, 300 Ibs of sand with 5-1/2 gal of water.
ELASTIZEL.L CORP OF AMERICA—Type FF
System No.6
Subflooring - Min 3/4 in.[hick plywood with exterior glue, conforming ro PS 1 83,min grade"Standard". Face grain of
plywood to be perpendicular to the trusses with joints staggered.
Vapor Barrier-(Optional)— (Optional) -Commercial asphalt saturated felt,0.030 in.thick.
Finish Flooring-Floor Topping Mixture* — Min 1 in.thickness of floor topping mixture having a min compressive
stren9th of 1000 psi and a cast density of 100 plus or minus 5 pcf.Foam concentrate mixed 40:1 by volume with water and
expanded at 100 psi through nozzle. Mixture shall consist of 1.4 cu fee[of preformed foam concentrate to 94 Ibs Type I
Portland cement,62.5 Ibs of Pea Gravel, 312.5 Ibs of sand with S-1/2 gal of water.
LITE-CRETE INC — Type I
System No.7
Subflooring— Min 3/4 in.[hick plywood with exterior glue,conforming to PS 1 83,mfn grade"Standard". Face grain of
plywood to be perpendicular to the Vusses with joints staggered.
Vapor Barrier— (Optional) Commerciai asphalt satura[ed felt,0.030 in.thick.
__-____
Floor Mat Materials* — (Op[ional) Nom 1/4 in.[hick floor mat material loose laid over the s bFloor.F7azzon Fi0`6T''"°'--`
Primer to be applied[o the surface of the mat prior ro the floor topping placement. When floor a[ma[eriaG`is used,min ' tI
thickness of Floor topping mix[ure is 1 in. _ _ �F _,�
MAXXON CORP—Type Acousti Mat II
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Alternate Floor Mat Materials* — (Optional) Nom 0.8 in.thick floor mat material loose lai over t e subFloor with
Crack Suppression Mat(CSM)loose laid over the Floor mat materiaL Floor topping mixture shal be mi 1-1 2 in.__
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BXi1V.L583 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 7
MAXXON CORP—Type Acousti-Mat 3,Crack Suppression Mat(CSM)
Metal Lath—(Alternate to Crack Suppression Mat(CSM))-3/8 in.expanded galvanized steel diamond mesh,3.4 Ibs/sq
yd loose laid over the Floor mat material.Floor topping mixture shall be min 1-1/2 in.
Alternate Floor Mat Materials* — (Optionai)—Nom 0.4 in.thick floor mat material loose laid over the subfloor.Maxxon
Floor Primer to be applied to the surface of the maf prior to the Floor topping placement. Floor topping mixture shall be min
1-1/2 in.
MAXXON CORP—Type Enkasonic 9110
Metal Lath—(Optional)—For use with floor mat materials, 3/8 in.expanded galvanized steel diamond mesh,3.4 Ibs/sq
yd or Maxxon Corp. UL Classified Crack Suppression Mat(CSM)loose laid over the floor mat materiaL Floor topping mixture
shall be min 1 in.
MAXXON CORP—Type Crack Suppression Mat(CSM)
Finish Flooring-Floor Topping Mixture* —Min 3/4 in.thickness of floor topping mixture having a min compressive
strength of 1200 psi.Mixture shall consist of 4 to 7 gal of water mixed with 80 Ibs of floor[opping mixture and 1.4 to 1.9
cu ft of sand.
RAPID FLOOR SYSTEMS—Types RF, RFP,RFU,RFR,Ortecrete
System No.8
Subflooring—Min 3/4 in.thick plywood wi[h exterior glue,conforming to PS 1-83,min grade"Standard". Face grain of
ptywood to be perpendicular to the trusses with joints staggered.
Vapor Barrier— (Optional)-Commercial asphal[saturated felt,0.030 in.thick.
Finish Flooring-Floor Topping Mixture* — Min 3/4 in.thickness of floor toppiny mixture having a 28 day compressive
strength of 190 to 350 psi,as determined in accordance with ASTM C495-66,and a dry density of 31.5 plus or minus 3.0
pcf. Mixture shall consist of 2.95 cu ft of stabilized preformed Foam to 94 Ib oF Portland cement premixed with 6 gal of
water.
CELLUFOAM CONCRETE SYSTEMS, DIV OF
CELWFOAM CONCRETE OF—Type Cellufoam
System No.9
Subflooring—Min 3/4 in.[hick 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—(Op[ional) -Commercial asphal[saturated felt,0.030 in.thick.
Floor Mat Materiais*— (Optional) -Nom 1/4 in.thick floor mat material loose laid over the subFloor.Maxxon Roor
Primer to be applied to the surface of the mat prior to[he Floor topping placement.When floor mat material is used, min
[hickness of floor topping mixture is 1 in.
MAXXON CORP—Type Acousti-Mat II
Akernate Floor Mat Materials* (Optional)-Nom 0.8 in.thick floor mat material loose laid over the subfloor with Crack
Suppression Mat(CSM)loose laid over the Floor mat material.Floor topping mixture shall be min 1 1/Z in.
— _ __:.._ ,.._._---.W�.--
MAXXON CORP—Type Acousti-Mat 3, Crack Suppression Mat(CSM) f
s ----- �
Metal Lath(AI[ernate to Crack Suppression Mat(CSM))-3/8 in.expanded galvanized steel di mond r}�esh 3 4 Ibs/sq yd"-
loose laid over the floor ma[materiaL Floor topping mixture shall be min 1-1/2 in. I
�I (� � a �'j'
Alternate Floor Mat Materials* - (Optional) —Nom 0.4 in.thick Floor mat material loose lai over t�je subfloor Maxxon, ° �
Floor Primer to be applied to the surface of the mat prior to the floor[opping placement Floor lopping�nixture shall be min
f
1-1/z i n. � -------
' ..,. ' , f�� �.:: i J�"E;;�(3
i
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BXW.L583 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 7
MAXXON CORP—Type Enkasonic 9110
Metal Lath(Optional)—For use with Floor mat materials, 3/8 in, expanded galvanized steel diamond mesh,n 4 m ztu�re d
or Maxxon Corp.UL Classified Crack Suppression Mat(CSM)loose laid over the Floor mat material. Floor topp g
shall be min 1 in.
MAXXON CORP—Type Crack Suppression Mat(CSM)
Finish Flooring-Floor Topping Mixture* —Min 3/4 in.thickness of Floor topping mix[ure having a min compressive
strength of 1000 psi. Mixture shall consist of 3 to 7 gal of water to 80 Ibs of floor topping mixture to 1.0 to 2.1 cu ft of
sand.
MAXXON CORP—Type D-C,GC,GC2000,L R,T-F,CT
System No.10
Subflooring—Min 3/4 in.thick ptywood with exterior glue,conforming to PS 1-83,min grade"Standard".Face grain of
plywood to be perpendicular to the trusses wi[h joints staggered.
Vapor Barrier—(Optional)-Commercial asphalt saturated felt,0.030 in.thick.
Floor Mat Materials* —(Optional) -Min 3/8 in.to max 3/4 in.thick floor mat material loose laid over the subfloor.Floor
topping thickness shall be as specified under Floor Topping Mixture.
UNITED STATES GYPSUM CO—Levelrock Brand Sound Reduction Board
Alternate Floor Mat Materials* —(Optional)-Nom 1/4 in.thick floor ma[material loose laid over the subfloor. Roor
topping thickness shall be as specified under Floor Topping Mixture.
UNITED STATES GYPSUM CO— Levelrock Brand Floor Underlayment SRM-25
Alternate Floor Mat Materials# — (Optional) Nom 3/8 in.thick floor mat material loose laid over the subfloor.Floor
topping thickness shall be as specified under Floor Topping Mixture.
SOLUTIA INC—Type SC50
Finish Flooring-Floor Topping Mixture* - Min 1/2 thickness of floor topping mixture for having a min compressive
strength of 2100 psi.Refer to manufacturer's instructions accompanying the material for specific mix design.
UNITED STATES GYPSUM CO— Levelrock 3500,Levelrock Commercial RH
System No. 11
Subflooring —Min 3/4 in.thick plywood with exterior glue,conforming to PS 1-83,min grade"5[andard". Face grain of
ptywood to be perpendicular to the trusses wi[h jolnts staggered.
Vapor Barrier—(Optional) Commercial asphalt saturated Felt,0.030 in.thick.
Floor Mat Materials* — (Optional)-Min 3/8 in.[o max 3/4 in.[hick floor mat material loose laid over[he subFloor. Floor
topping thickness shall be as specified under Floor Topping Mixture.
UNITED STATES GYPSUM CO — Levelrock Brand Sound Reduction Board
Alternate Floor Mat Materials* — (Optional) Nom 1/4 in.thick floor mat rnaterial loose la d^over tf�e subfTbai-�too��-- { I
topping thickness shall be as specified under Floor Topping Mixture. 3'
UNITED STATES GYPSUM CO— Levelrock Brand Floor Underlayment SRM 25 4T_���`�--
t t ��s
Alternate Floor Mat Materials* — (Optional)-Nom 3/8 in.thick floor mat material loose I id ove [he subfloor.Floo�
topping thickness shall be as specified under Floor Topping Mixture. �
� 5,�,�=�.=?t�l1f Cc��c�Yu�!�
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BXUV.L583 -Fire Resistance Ratings - ANSUUL 263 Page 6 of 7
SOLUTIA INC—Type SC50
Finish Flooring-Floor Topping Mixture* —Min 1/2 in.thickness of floor topping mixture having a min compressive
strength of 3000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design.
UNITED STATES 6YPSUM CO—Levelrock 4500
System No. 12
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[o the trusses wi[h joints staggered
Vapor Barrier—(Optional) -Commercial asphalt saturated felt,0.030 in.[hick.
Finish Flooring-Floor Topping Mixture* —Min 3/4 in.thickness of floor topping having a min compressive s[rength of
1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design.
ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Accu-Crete
2.Structurai 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.Joists secured to bearing plates with two 8d nails at each end.Circular holes may be cut in the
web of joists in accordance with the manufacturer's published installation instructions.
WEYERHAEUSER—Types TJIO/L65,TJI�/L90,TJIO/H90,T)IO/HD90,T]I�/HS90,T]I� 100C,TJIO 300C,T]I�400C.
2A.Alternate Structural Wood Members*—Min 14 in.deep wood and steel[russes spaced max 32 in.OC.Min[russ
bearing on bearin9 plates[o be in accordance with the truss manufadurer's published installa[ion instructions.Trusses
nailed or bolted to bearing plates,through steel bearing clips,in accordance with the manufacturer's published installation
instructions.
WEYERHAEUSER—Types TJH,T)L,TJM,TJS,TJW,TJL(X).
3.Steel Framing Members* —
a. Furring Channels—Formed of Na 25 MSG galv steel, 2 3/8 in.wide by 7/8 in. deep, spaced
16 in.OC perpendicular to structural wood members.Channels secured to trusses as described in
Item b. Ends of adjoining channels overlapped 6 in.and tied together with double strand of No. 18
AWG galv steel wire near each end of overlap.
b. Steel Framing Members*—Used to attach furring channels(Item a)to trusses(Item 2 or
2A).Qips spaced 48 in.OC,and secured to the bottom chord of altemating trusses with two No. 8
x 2-1/2 in.course drywall screws,one through the hole at each end of the dip. Furring channels are
fric6on fitted in[o dips.Adjoining channels are overlapped as described in Item a.As an alternate,
ends of adjoinin9 channels may be overlapped 6 in.and secured together with two selFtapping No.
6 framing screws,min 7116 in.long at the midpoint of the overlap,with one screw on each flange
of the channel.Additional dips required to hold furring channel tha[supports the gypsum board
butt joints,as described in Item 5.Two layers of gypsum board required as described in Item 5.
KINETICS NOISE CONTROL INC—Type Isomax
4. Batts and Blankets* —Glass fiber or mineral wool insulation bearing the UL Classifica[ion Marking as to Surface
Buming Charactenstics and/or Fire Resistance.Max 3 1/Z in.thick insulation shall be draped over the furring channels
(I[em 3a)and gypsum board ceiling membrane,and frictiomFitted between trusses and 5[eel Framing Members(Item 3b)
5.Gypsum Board* —Nom 5/8 in. thick,48 in.wide gypsum panels.Two layers of nom S/8 in.[hick,4 f[wide gypsum
board are installed with long dimensions perpendicular to Furring channets.Base layer attached to the furring channels
using 1 in. long Type S bugle head steel screws spaced 12 in.OC in the field oF the board. But[e �r�&-}e+�+tsshd.Il be___ __ _
staggered min 2 ft.within the assembly, and occur midway between the continuous furring chanr�els.Each end of each , I
gypsum board shall be supported by a sfngle length of furring channel equal to the width of the ypsum boa yd plus 6 in.on ,
roximatel 4 in.OC, and be attached to t e underside oftFte trass �
each end.The two Furring channels shall be spaced app Y
wfth one Isomax dip at each end of the channel.Screw spacing along the gypsum board butt joi t shall e$Tn:IIC:-t��tei`-----
layer attached to the furring channels using 1-5/8 in.long Type S bugle head steel screws spac 12 in OC in the field
(not shown).The end of the outer layer boards at the butt joint shall be attached to the base la er boar s with�},-;�/�in.�s�
long Type G screws spaced 8 in.OC and i-1/2 in.from the end joint.Butted end joints to be ofF et a m n of 8 iq,f�q �
layer end join[s.Butted side joints of outer layer to be offset min 18 in.from butted side joints f base ayer.Outer layer
shall be finished as described in Item 6. � _ I
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BXUV.L583 - Fire Resistance Ratings - ANSI/UL 263 Page 7 of 7
CANADIAN GYPSUM COMPANY—Types C,IP X2,]PGAR.
UNITED STATES GYPSUM CO—Types C,IP-X2,IPC-AR.
USG MEXICO 5 A DE C V—Types C, IP-X2,IPC-AR.
6. Finishing System—(Not shown) -Vinyl,dry or premixed joint compound,applied in two coats to joints and screw
heads.Nom 2 in.wide paper tape embedded in first layer of compound over all joints.As an alternate,nom 3/32 in.thick
veneer plaster may be applied to[he entire surface of gypsum board.
*Bearing the UL Classification Mark
Last Updated on 2007-0410
QuP�tio Z Notice of Disclaimer P��
COD ri ht � 2007 Unde[w�ter Laboratories Inc.00
The appearance of a company's name or product in this database does not in itself assure tha[products so identified have been manufactured
�nder UL's Follow-Up Service.Oniy those 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 product.
UL permits the reproduction of the material contained fn the Online Certification Directory subjec[to the following conditions: i.The Guide
Information,Designs and/or Lis[ings(flles)must be presented in their entirety and in a non-misieading manner,without any manipulation of the
data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc."must
appear adjacent to the extracted materiaL In addition,the reprinted material must indude a copyright notice in the following format: "Copyright �O
Z007 Underwriters Laboratories Inc.00"
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5/18/2007
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 #: B06-0026
Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION
Location.....: VAILS FRONT DOOR BUILDING'E' UNIT 3 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . 02/06/2008
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0036
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 FORNT DOOR BUILDING'E'UNIT 3-CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116 .28 9, 914 $1, 152, 799 . 92
STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 173 $19, 926 . 14
Totals . . . 9, 914 $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
*�s*+*�*****�*+***+*********+*rr***r********r�r***��+*+***a+*x*****�r FEE SUMMARY****.**********.**..**.***►r�*+*«*�**�****��*�*�***�*+*r+**
Building------> $15,518.5 0 Restuarant Plan Review--> $o.0 o Total Calculated Fees-----> $3 2,54 8.3 2
Plan Check---> $10,0 8 7.0 2 Recreation Fee------------> $6,9 3 9.8 0 Additional Fees------------> $1,0 6 0.o o)
Investigation-> $o.o o TOTAL FEES-------------> $3 z,54 8.3 2 Tota]Permit Fee-----------> $31,4 6 8.3 2
W il I Cal I-----> $3.0 0 Payments-------------------> $31,4 6 8.3 2
BALANCE DUE---------> $o.o 0
*�+*��*�**+�*.*+��**+++�.:r��*+*��+.�+.+*•�++**.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
10/04/2007 ependley Action: AP Rev2/IR5632 ASI E-052 approved. No added v�
Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev3/IR5638 . Approved ASI E-053 . No aaaea ,
Added plan review fee of $120 . 00 due.
12/05/2007 ependley Action: AP Rev4/IR6177 ASI E-052A Unit #5 (3A) buyer c
approved. No added valuation. Added plan review fee of $60 . 00 due.
Ol/25/2008 jplano Action: AP Rev5/IR6452 ASIE-053a Unit #6 Buyers changf
No added valuation. Added plan review fee due. $120 . 00
Item: 05400 PLANNING DEPARTMENT
07/14/2006 George Action: AP
11/Ol/2007 GR Action: AP BUYER CHANGES FOR UNIT #5-ASI E-052
11/02/2007 GRUTHER Action: AP Rev3/IR5638 . Approved ASI E-053 .
O1/29/2008 GR Action: AP Rev5/IR6452 ASIE-053a Unit #6 Buyers changE
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
11/Ol/2007 mcgee Action: DN ASI E - 053
Sheets BR6 A 132, 133 , 134 and 135 show changes to tire sprinkler and smoke detec1
plans are not stamped by BCER. Not Approved.
Sheet A 147 shows wood burning tireplaces . Gas log sets are not shown. Provide dei
specitications on log sets and maximum heat capability ot tireplaces . Wood tramin<
the firebox may not be allowed.
11/01/2007 mcgee Action: DN ASI E-052 Unit 5 3A
Sheets BR5 A131, 132, 133, 134, show changes to tire alarm and tire sprinkler sysl
are not stamped by BCER.
11/O1/2007 mcgee Action: NA ASI E-052 Unit 5 (3A)
Plans are not stamped by BCER. Changes to tire alarm and tire sprinkler must be rf
shop drawings .
11/20/2007 McGee Action: DN ASI E-053 Unit 6 3b
Changes to fire alarm and fire protection must be stamped by BCER.
Ol/15/2008 JJR Action: AP ASI E-053a Unit 6 3B
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
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0026 as of 02-06-2008 Status: REVISION
********************************************************************************************************
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 02/13/2006
Applicant: HYDER CONSTRUCTION, INC Issued: 02/06/2008
Job Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING'E' iJNIT 3
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 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 ord' nces of t plicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS[N A A E BY ELEPHONE AT 479-2 9 OR AT OUR OFFICE FROM 8:0 -R#1.
'
S ATURE OF O OR CON CTOR FOR HIMSELF AND OWNER
*****************************************************�**************************************
TOWN OF VAIL, COLORADO Statement
*****************�************+***************************************+*********************
Statement Number: R080000144 Amount: $120.00 02/06/200804:12 PM
Payment Method: Check Init: DDG
Notation: Hyder 57775
------------------------------------------------------------
Permit No: B06-0026 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 3
Total Fees: $31,468.32
This Payment: $120.00 Total ALL Pmts: $31,348 .32
Balance: $120.00
**********************************************************+*********+***********************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------
PF 00100003112300, PLAN CK - project GFP012 120.00
---------------------------------------------------------
`��a U •O"� ..---.�
J:��' \`�j �� 0
�,� \� ,;
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR U
Bwl Per �
� ° 4'"°�
� � � �9i'0�' '2'�4�f�ln�peicti �
- �� � � ��w>.,,
�����1���� REVISION TO TOWN OF VAIL BUIL I G ��I'�;��r-��
Separate Permits are required for electrical, plu mechanical, e'tc.!
75 S. Frontage Rd. -�'_� �� �;
Vail, Colorado 81657 � � � �� �
***All Revision submittals must include the Field Set of approved plans. No furthe� ctions
will be performed until the revisions are approved. ***
CONTRACTOR INFORMATION
General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:
v� �O�t- A c'rv -Ir A-i o- -��-��i�i"1
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
Parcel�#
101 \ '11
Job Name: va ' 's v �- � „ Job Address: S\ �(G;\ �-a�.�
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: .� Address: . Phone: �
Architect/Designer: 4 a 4 Address: Phone: �
Engineer: M Q " Address: Phone: �
REASON FOR REVISIONS: �SZ E.053� U►^� ��� �.3�� a„
�y �.1nu�g e 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 Received; Permit�Fee� 10 . `:Plan �k.Fee;�80 :
Accepted By:�°�� ��.� _�Permit fee��(19 j: '� . ��� �. � �._ �, �� w Plan Gk F�e�;(81},.�,- �
Outsourcetl Terms:
F:\cdev\FORMS1Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007
�
� � �����It1C.
�4LC?#�,�t�i�
8uitding Departm�ent 5ervices
January 25, 2008
Charlie Davis
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: ASI E-052A--Unit#6 (3B) Buyer changes
PERMIT NUMBER: 606-0026
REVISION NUMBER: 5
INTERNAL REF#: 6452
ADDRESS: 151 Vail Lane
Dear Mr. Davis:
SAFEbuilt Colorado has reviewed for their conformance to the provisions of the 2003 International
Codes as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be
complete for construction. All sprinkler location changes need to be approved by the Town of Vail
Fire Department. Provide reinforcement for future grab bars in bathroom # 2 tub surround, on the
second level, detail 3 on page# ID103.6.
Plans:
ASI E-053a, Buyer Revisions- Unit#6 (3B)from Slifer Designs
19 plan sheets
Plan review fee: $120.00
No additional square footage- No added valuation
Sincerel ,
�
John Plano
Plans Examiner/Sr. Inspector
SAFEbuilt Colorado
john.plano ,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\Vai1�F'ront Door�B06-0026\tov-b06-
0026.Rev5_FAL.doc
������ '` Hyder Construction
January 29, 2008
Revisions ready for pick up. Doug Thompson has been contacted. These are the fees
due:
Fee
Item #
B06-0018 Revision 7, elevation, and slop elevation clarification $ 0.00
B06�fl26 Revision 5, ASI E=�53a, buyer revisions Unit 6A $120.00 81.
FEES DUE 120.00
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 #: B06-0026
Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION
Location.....: VAILS FRONT DOOR BUILDING 'E' iJNIT 3 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . O1/24/2008
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0036
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 FORNT DOOR BUILDING 'E' LTNIT 3-CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116 .28 9, 914 $1, 152, 799 . 92
STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 173 $19, 926 . 14
Totals. . . 9, 914 $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�r�**r*++*r►***r*���r�r++*�****�* FEE S UMMARY*»******.******s**►*�****�***.+�**:*s****s*�*r�++«:#�+��«*«
Building------> $15,518.50 Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $32,546.32
$10,0 8 7.0 2 Recreation Fee------------>
Plan Check---> $6,939.80 Additional Fees------------> $1,200.00)
Investigation-> $o.o o TOTAL FEES-------------> $3 2,54 8.3 2 Total Permit Fee-----------> $31,3 4 8.3 z
W i I I Cal I-----> $3.o o Payments-------------------> $31,2 2 8.3 2
BALANCE DUE---------> $12 0.0 0
++s+:*.**a***:.***+�.*a*++��s++****�*+:++�t�v:*+******��*�+:+•*s*:*s:r*rr*�»*s*s+�*r***�****��+«+*�+a++��r«+*a»***+r�r».s�«r�*s+s++e+s�s«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
10/04/2007 ependley Action: AP Rev2/IR5632 ASI E-052 approved. No aaaea v�
Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev3/IR5638 . Approved ASI E-053 . No added ,
Added plan review fee of $120 . 00 due.
12/05/2007 ependley Action: AP Rev4/IR6177 ASI E-052A Unit #5 (3A) buyer c
approved. No added valuation. Added plan review fee of $60 . 00 due.
Item: 05400 PLANNING DEPARTMENT
07/14/2006 George Action: AP
11/O1/2007 GR Action: AP BUYER CHANGES FOR UNIT #5-ASI E-052
11/02/2007 GRUTHER Action: AP Rev3/IR5638 . Approved ASI E-053 .
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
11/O1/2007 mcgee Action: DN ASI E - 053
Sheets BR6 A 132, 133 , 134 and 135 show changes to tire sprinkler and smoke deteci
plans are not stamped by BCER. Not Approved.
Sheet A 147 shows wood burning tireplaces . Gas log sets are not shown. Provide de1
specitications on log sets and maximum heat capability ot tireplaces . Wood traminc
the firebox may not be allowed.
11/O1/2007 mcgee Action: DN ASI E-052 Unit 5 3A
Sheets BR5 A131, 132, 133 , 134, show changes to tire alarm and tire sprinkler sysl
are not stamped by BCER.
11/Ol/2007 mcgee Action: NA ASI E-052 Unit 5 (3A)
Plans are not stamped by BCER. Changes to tire alarm and tire sprinkler must be rE
shop drawings .
11/20/2007 McGee Action: DN ASI E-053 Unit 6 3b
Changes to fire alarm and fire protection must be stamped by BCER.
O1/15/2008 JJR Action: AP ASI E-053a Unit 6 3B
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
*��+*�*+��+**+���*�*�.��*+**�*�**�*.*:*.+.*+.�.*«********.*«*�**�+.*+..***+�+�***�*�s*.**+*•****�****•*��*v��:*..*.*.*�*.++�.*��+*****�+�,*.�*�*�
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
1 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 INSPECT[ON SHALL BE MADE TWENTY-FOUR HOU t�l AD BY TELEPHONE AT 47 - 149 OR AT OUR OFF[CE FROM 8:00 AM-4 PM.
�
SIGNA OF OWNER CONTRAC FOR HIMSELF A D OWNER
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0026 as of 01-24-2008 Status: REVISION
********************************************************************************************************
Permit Type: NEW (SFR,P/S,DUP)PERMIT Applied: 02/13/2006
Applicant: HYDER CONSTRUCTION, INC Issued: O1/24/2008
Job Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' LTNIT 3
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 1NSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*******�***********************�****************��**************+***************************
TOWN OF VAIL, COLORADO Statement
*+*************************+**+******************************�*+****************************
Statement Number: R080000089 Amount: $60.00 O1/24/200810:29 AM
Payment Method: Check Init: LC
Notation: #57749/HYDER
CONSTRUCTION
-----------------------------------------------------------------------------
Permit No: B06-0026 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 3
Total Fees: $31, 348.32
This Payment: $60. 00 Total ALL Pmts: $31,228.32
Balance: $120. 00
**+***********+**+**�*******************************************************************�***
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300, PLAN CK - project GFP012 60.00
-----------------------------------------------------------------------------
�� � � � �
����ICIC.
CC}GC)RAat�
Building Department 5enrices
December 05, 2007
Charlie Davis
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: ASI E-052A--Unit#5 (3A) Buyer changes
PERMIT NUMBER: 606-0026
REVISION NUMBER: 4
INTERNAL REF#: 6177
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. All sprinkler location changes need to be
approved by the Town of Vail Fire Department.
Plans:
ASI E-052A, memorandum from Slifer Designs
17 plan sheets
Plan review fee: $60.00
No additional square footage- No added valuation
Sincerely,
Matthew Royer
Building Official
SAFEbuilt Colorado
matt.royer(a�SAFEbuilt com
SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 page 1 of 1
Phone:(970)328-1790✓Toll Free:(877)42g_6412✓Fax:(970)328-1791✓Z:�Plan Review\Vail�F'ront Door�B06-0026\tov-b06-
0026.Rev4 FAL.doc
t l /�3/o� ; -._,`-._- -- F
����, . �. , . �, ( �-��� � � �S � �����. 0 _
:� � �
APPLI TION WILL NOT BE ACCEPTED IF COMPLETE OR UNSIGNED
Buildin Permit# -OOa(o
k � �� 9�7{1=?�,7,�'2��9,(t���pect�o�i's:)
_ t c� o _ . _
����'�� � EVISI�N TO TOWN OF VAIL BUILDING 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 performed until the revisions are approved. ***
CONTRACTOR INFORMATION
General Contrac�r: Town of Vail Reg. No.: Contact and Phone#'s:
9-/�. C., � 4>o -11- 1 '1
ATTENTION: E ,CHARLIE,GREG,CHRIS
Contractor Sig ur��:
COMPI_ETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials
REVISED AMOUN,�: $ � 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
parc�er#
a•� o o f3 a� 0-1"1
Job Name: � Job Address: ` l ,
v
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: � � Address: . Phone:
Architect/Designer: 4a � Address: Phone:
Engineer: M��� � ������ Address: �Phone:
�
REASON FOR REVISIONS: ��Sy C oSaG
���� �5 C3a a� �`-�a.� es ��.a� G:r:sHes �- - c.tf�.
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 Syste�Exist: Yes ( ) No ( )
��.
*******************************************�*****FOR OFFICE USE ONLY*****�*********����**�*:��*= * ***
Date Recei�ed: .Permit-Fee 10 : `Placi Fee 80 :
�cepte��,By: �� �` Permit�Fee�1'I): - = �� 'Plaii�t k F �� 'Ij: " � �
�so�rced•Terms: t�r�� ���
���� �� ' .
�RMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 -��..��',�� �r�4�1�/20�
��
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2]38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW(SFR,P/S,DUP)PERMIT Permit #: B06-0026
Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION
Location.....: VAILS FRONT DOOR BUILDING'E'IINIT 3 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . : 07/21/2006
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0036
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 FORNT DOOR BUILDING 'E'LJNIT 3-CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116 .28 9, 914 $1, 152, 799. 92
STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 173 $19, 926 . 14
Totals . . . 9, 914 $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*rr*�*****�*+*****�***�*��*********�*�*r****�**�*�****�*�a** FEE S UMMARY*+.s*.r***s*****��v**�*+*�*�*►�:*.�+*.*.�.+*..*****.:*s*+*.*
Building------> $15,518.5o Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $32,548.32
Plan Check---> $lo,087.02 Recreation Fee------------> $6,939.e0 Additional Fees------------>
$1,260.00)
Investigation-> $0.00 TOTALFEES-------------> $32,548.32 TotalPermitFee-----------> $31,288.32
W ill Call-----> $3.0 0 Payments-------------------> $31,16 8.3 2
BALANCE DUE---------> $12 0.0 0
*****►*****************►*�**�»s***�s*a***+�r�**��**��►*�**�**�*+*�ss*s*****s*►******s********►r*****x*s»t**�*r*s***s***********a******s**r»rs**»**
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
10/04/2007 ependley Action: AP Rev2/IR5632 ASI E-052 approved. No aaaea v�
Added plan review fee of $120 . 00 due
10/09/2007 ependley Action: AP Rev3/IR5638 . Approved ASI E-053 . No added ,
Added plan review fee of $120 . 00 due.
Item: 05400 PLANNING DEPARTMENT
07/14/2006 George Action: AP
11/Ol/2007 GR Action: AP BUYER CHANGES FOR UNIT #5-ASI E-052
11/02/2007 GRUTHER Action: AP Rev3/IR5638 . Approved ASI E-053 .
Item: 05600 FIRE DEPARTMENT
07/18/2006 McGee Action: AP
11/O1/2007 mcgee Action: DN ASI E - 053
Sheets BR6 A 132, 133 , 134 and 135 show changes to tire sprinkler and smoke detecl
plans are not stamped by BCER. Not Approved.
Sheet A 147 shows wood burning tireplaces . Gas log sets are not shown. Provide de1
specitications on log sets and maximum heat capability ot tireplaces . Wood traminc
the firebox may not be allowed.
11/O1/2007 mcgee Action: DN ASI E-052 Unit 5 3A
Sheets BR5 A131, 132, 133 , 134, show changes to tire alarm and tire sprinkler sys1
are not stamped by BCER.
11/Ol/2007 mcgee Action: NA ASI E-052 Unit 5 (3A)
Plans are not stamped by BCER. Changes to tire alarm and tire sprinkler must be rf
shop drawings .
11/20/2007 McGee Action: DN ASI E-053 Unit 6 3b
Changes to fire alarm and fire protection must be stamped by BCER.
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
�#*�*#�*#4#4*4*�4�f�*M���4�44�#�#*#�**#*4�4#4*#*�4*t*tkM*4**�M**F#F***�*k***�#*�#4*4**M44*#�#4*4#4#*14K*�►**�MMMM***rt�►**t**�rt#t###*####k***#1#**
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 reyuired 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 HO ANCE BY TELEPHONE A OUR OFFICE FROM 8:00 AM-4 PM.
SIGN TURE OF OWNER O RACTOR F R -ELF AND OWNER
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B06-0026 as of 11-29-2007 Status: REVISION
********************************************************************************************************
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'iJNIT 3
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: R070002623 Amount: $120.00 11/29/200702 :46 PM
Payment Method: Check Init: DDG
Notation: Hyder 57227
-----------------------------------------------------------------------------
Permit No: B06-0026 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 3
Total Fees: $31,288 .32
This Payment: $120. 00 Total ALL Pmts: $31, 168.32
Balance: $120. 00
****************************************************************************++**************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300, PLAN CK - project GFP012 120.00
-----------------------------------------------------------------------------
, a� �d-� �i ����'�`��� �`�,, �—J
�
CATION WILL NOT BE ACCEPTED P E OR UNSIGNED
ilding Permit# '(�L7(� t�c���
�� � ° �`�9��CnsP��!±��?�)
��`��.��� � O TOWN OF VAIL BUILDING 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�: G—�� -, - 44-,
ATT NTION: OE ,CHARLIE,GR�G,CHRIS
Contractor Si nature:
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials
REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $
For Parcel# Contact Ea /e Count Assessors Office af 970-328-8640 or visit www.ea le-count .com
1'�r��;#
a� � �aa
Job Name: , �� � �, Job Address: `cJ� �G,� �N Q
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: ` 2 Q Sv�k Address: Phone:
Architect/Designer: 4 46 Address: Phone: �
Engineer: � N o� � Q�l Address: Phone:
REASON FOR REVISIONS: �= C-os�
� '�J �0�„ G s �rv l�
Work Class: New(� Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( )
Work Type: Interior( ) Exterior( ) Both (d-) 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.ate`R�c���re�' � ;1,° :� ��;� � ° �.Perm�t:F,.ee 7'fl.°:. �' C tl� :w �
`'Ac�ept�d B�i � '� � _,, � �, P�rmrt Fee�1�} � a C1c Fee,{81�: � '
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Building Departme�t Services
October 4, 2007
Charlie Davis
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: ASI E-052 unit#5 Buyer changes
PERMIT NUMBER: B06-0026
REVISION NUMBER: 2
INTERNAL REF#: 5632
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-052 unit#5 Buyer changes. 24 plan sheets/supplemental instructions
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.�(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\Vai1�F'ront Door�B06-0026\tov-b06-
0026.Rev2_FAL.doc
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ARCH ITECT'S SU PPLEM ENTAL
VAIL'S FRONT DOOR
INSTRUCTION No. E-052
To Doug Thompson / Hyder Construction, If1C. PROJECT NO:: 2OG93.O8
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#5.
Reason for Change:
To incorporate buyer requested changes into Unit#5 (3A)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 BRS-A131
Plan"1"—Added: `Window WeIP; `A/V rack' and `Lutron Panel' in Laundry Room; `Lutron Closet' in Foyer; Closet in Multi-
� Purpose Room; Shower in Bathroom; `Wet Bar' in Multi-Purpose Room; and `Floor outlets' in Multi-Puipose Room. Revised:
Layout of Bathroom;and Location of Electrical closet door.
Plan"2"—Added aiid located: Speakers,motion detectors,sprinklers heads and smoke detectors to Reflected Ceiling Plan. Added:
Lighting in Bathroom,Laundry Room,and Multi-Purpose Room. Revised: Location of lights on Stair.
Sheet BRS-A132
Plan"2"—Added: `Built-in' benches in Corridor/Stair, Vestibule and Storage; and Bathtub in Bathroom. Deleted: Shower in
Bathroom. Revised: Location of Closet in Bedroom; and Layout of Bathroom and Jr. Master Closet.
Plan"4"—Added and located: Speakers,motion detectors,sprinklers heads and smoke detectors to Reflected Ceiling Plan. Added:
Lighting in Bedroom,Bathroom,Jr. Master Bedroom,Jr. Master Bathroom and Foyer. Deleted: Lighting in Jr. Master Closet and
Foyer. Revised: Location of Lights in Bedroom, Bathroom,Jr.Master Bedroom,Jr. Master Bathroom, and Jr. Master Closet.
Sheet BRS-A133
Plan"2"—Revised: Layout of Sr. Master Bedroom, Sr. Master Closet, Sr. Master Bathroom and Toilet Roon�. Deleted: `Laundry'
Room.
Plan"4"—Added and located: Speakers, motion detectors,sprinklers heads and smoke detectors to Reflected Ceiling Plan. Added:
Lighting to Bedroom,Bathroom, and Sr. Master Bathroom. Revised: Location of Lighting in Bedroom, Sr. Master Bedroom,Toilet
Room, Sr. Master Bathroom and Sr. Master Closet. Deleted: Lighting in Laundry Room.
Sheet BRS-A 134
Plan"2"—Added: `Floar outlets' to Living Room.Revised: Layout of Powder Room; ` '--�ric;�c,�.
�_ _R... ���. .��ry
Plan"4"—Added and located: Speakers,motion detectors,sprinklers heads and smoke etectors���c�,d Ceahng�lan. F1dd d:
Lighting to Living Room, Powder Room, Stair and Foyer. � ._--.----
{p��, �' -;;,..�
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SAFEb�t !i _ . , .. ::�3
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42�40 ARCHITECTURE INC
1621 Eighteenth Street
Suite 200
Denver,Cobrado 80202 The information contained in this message is prlvileged and confidential intended only for the use of lhe individual(s)or entity(ies)named
t 303.292.3388 f 303.292.3113 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,disinbution,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.
!
- 4240
Sheet BRS-A231
Plan"1"-Added: Note to provide box and blocking for`fu[ure' satellite/radio connection; `Keyless' entry. Added and Located:
Outside air intake termination to side wall of chimney. �
Plan"2"-Added: `Window Well'.
Sheet BRS-A232 �
Plan"1"-For information only.
Plan"2"-For information only.
Sheet BR-S 130
Added: `Window Well' and section details.
Sheet BR-S 132
Relocated: Column between grids"6" &"7". Deleted: Column between grids"G" &"H"; Columns along grid"H". Revised:
Structural connections along gnd"H".
Sheet BR-S133
Added: Steel beam and steel column along grid"H". Deleted: Columns along Grid"H".
Sheet BR-S 134
Added: Steel beam between grids"F" &"H"near grid"6"; steel beam and steel column along grid"H"; structural hangers to
connect LVL beams to steel beams.
Sheet BR-S 135
For information only.
Sheet BR-S 136
For information only.
Sheet M040
Added: Snowmelt for window well. Revised: "Snowmelt Zone Schedule".
Sheet M131
Plan"1"-Added: Snowmelt for Window Well;Fan and exhaust ducting for cooling of A/V equipment;Exhaust ducting for
Laundry. Revised: Location of exhaust fan and ext�aust ducting in Bathroom; and Location of Thermostat.
Plan"2"-Revised: Location of Manifold Boxes; Location of Exhaust Fan and Exhaust ducting in Bathroom. Deleted: Exhaust
ducting for Laundry.
Plan"3"-Revised: Ducting for new Sr. Master Bathroom, Sr. Master Bedroom and Closet layout; Location of exhaust fans and
exhaust ducting in Sr. Master Bathroom.
Plan"4"-Revised: Location of Thermostat.
General-Added: HVAC equipment for A/V system note. Revised: Radiant Floor Zone Schedule.
Sheet BRS-P131
Plan"1"-Added: Storm drain; waste&vent and hot&cold water lines for new bathroom layout,new `Wet Bar' and Laundry.
Revised: Routing of Storm drains, waste&vent and hot&cold water lines. Deleted: Waste&Vent line.
Plan"2"-Revised: Location of Waste&vent,hot&cold waCer lines for new bathroom, Sr. Master Bathroom and Closet layout.
Plan"3"-Revised: Location of Waste&vent, hot&cold water lines for new Toilet Room, Closet,Bathroom and Sr.Master
Bathroom layout.
Plan"4"- Revised: Location of Waste&vent, hot&cold water lines in Powder Room.
General-Added: Keynotes. Revised: Various Keynotes. --�- . _,.. .,�.._�n,
�^��°
''��._ .
Sheet P402 � � �
._ _ _..__.,.
Revised: Unit 3A Waste &Vent isometric drawing.
� ., „ '
Sheet E004 " � ``�'" '
Added: Note to provide devices at unit 3A and 3B for XM Antenna Raceway Detail.
�-__ ._ _._... _ _�
42 I 40 ARCHITECTURE INC � `� ' - � : .; ���(j O
1621 Eighteenth Street __..---__.�_._
Suite 200
Denver,Colorado 80202 The information contained in ihis message is privileged and confidential intended only for the use ot the individual(s)or en6ry(ies)named
t 303.292.3388 f 303292.31 13 above. If the reader of this message is not the intended recipient,you are hereby nolified thal 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.
- 4240
Sheet E006
Revised: Load Center Schedule.
Sheet E131
Plan"1"—Added: various A/V equipment(racks,panels and cabling)in Laundry; Added: Lighting and receptacles at `Wet Bar'
and new bathroom; Added: Lighting and receptacles for new bedrooms,Family Room and Dining Room areas; Added HVAC
equipment for cooling A/V equipment.
Plan"2"—Added and Revised:various A/V equipment, lighting and receptacle for new plan layout.
Plan"3"—Added and Revised: various A/V equipment,lighting and receptacle for new plan layout.
Plan"4"—Added and Revised: various A/V equipment, lighting and receptacle for new plan layout.
Attachments and Enclosures:
Architectural Sheets: BRS-A131,BRS-A132,BRS-A133,BRS-A134,BRS-A231,BRS-A232
Structural Sheets: BR-S 130,BR-S 132,BR-S 133,BR-S 134,BR-S 135,BR-S 136
MEP Sheets: M040,M 131,BRS-P 131,P402,E004,E006,E 131
Letter size sheets: Civil sketches(CSK(ASI E-052)-IOF2 &CSK (ASI E-0532)-20F2).
Copy To: 4240
gy: Jarvie Worcester/VRDC
Mark Gee/Monroe&Newell
Received By: _ Jim Ness/Monroe& Newell
Jay Watson/ABS Consultants
o _ . / � Steve Shayler/ABS Consultants
�j✓�n^( � �° ���� � v� Marcus Vahling/ ABS Consultants
S n y oc '��� er T�esigr� ,
R b Pieran �u��i�l.T�.µ.R_..,.� �
S ve R _._"""'_
�� �
42�40 ARCHITECTUREINC SAFEI.?':�'`r '_.f ? `�+ ��O
1621 Eighteenth Street
Suite 200
Denver,Colorado 80202 The informalion contained in this message is privileged and confidential intended onty for the use of the individual(s)or entity(ies)named
t 303292.3388 f 303.29231 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,dislnbution,or copying ot
www.4240architecmre.com this communication is strictly prohibited. If you have received lhis communication in error,please notify 42/40 Architecture,Inc.immediately.
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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 #: B06-0026
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' UNIT 3 Applied . . : 02/13/2006
Parcel No...: 210108278002 Issued . . . 07/21/2006
Legal Description: Expires.....: O1/17/2007
Project No : PRJ06-0036
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
CONTR.ACTOR HYDER CONSTRUCTION, INC 02/13/2006 Phone: 303-825-1313
543 SANTA FE DRIVE
DENVER
CO 80204
License: 109-A
Desciption: VAILS FORNT DOOR BUILDING 'E' UNIT 3-CONSTRUCTION OF A WOOD
FRAME DUPLEX TOWNHOME
Occupancy Type Factor Sq Feet Valuation
RESIDENTIAL/MULTFAM( ZONE 3 VB 116.28 9, 914 $1, 152, 799.92
STORAGE/LOW HAZ (S2) ZONE 3 IA 115.18 173 $19, 926.14
Totals. . . 9, 914 $3, 714, 875. 00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 3,714,875.00
Fireplace Information: Restricted:Y N of Gas Appliances: 0 M of Gas Logs: 0 H of Wood Pallet: 0
**************************************�****************************** FEE SUMMARY***********************************************************
Building------> $15,518.so Restuarant Plan Review--> $o.oo Total Calculated Fees-----> $32,548.3z
Plan Check---> $10,0 8 7.0 2 Recreation Fee----------> $6,9 3 9.8 0 Additional Fees------------> $1,5 0 0.0 0)
Investigation-> $0.00 TOTAL FEES-------------> $32,548.32 Total Pernvt Fee-----------> $31,048.32
Will Call-----> $3.00 Payments----------------> $31,048.32
BALANCE DUE---------> $0.00
***�***���***************************************************************************************************************************************
Approvals:
Item: 05100 BUILDING DEPARTMENT
07/19/2006 cdavis Action: AP
Item: 05400 PLnNNING DEPARTMENT
07/14/2006 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.
SIGNATURE ER O T�tA� F AND OWNEF
i
PAGE 2
*�:*�:*�x*�x**�****�*�::x*�:*�*�x�***�:**�*�:*�:*�:**�*�:�x�::�*�*�x�****�*�x*�*�***:�*�***�:*�:**���*�:*�*��*�*�:*�:*�:**�x*�:*�*�:
CONDITIONS OF APPROVAL
Permit#: B06-0026 as of 07-21-2006 Status: ISSUED
****�:*�:*�:�*�:***�:*: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 3
Parcel No: 210108278002
*�:*=x*�:*�x*�x**�*�*�*�:*=x*�:*�x*�x*��:*�:**�***�x*�:**�x*�:*�:**�**�*�***�***����*�x�:****�x****�**�x��****�:*�*�x****�*�*�x�
CONDITIONS
��:*�*�:*�*�*�*�**�:***=�**�***�:*��*�:*�**��**�*�:*�::���:*�*�z**�:***��*�*�:*�:**�*�****��*�:**�*�******�*�:*�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
******************************�********************************************�************�***
Statement Number: R060001047 Amount: $20,940.3007/21/200612:12 PM
Payment Method: Check Init: LC
Notation: #53910/HYDER
CONSTRUCTION INC.
-----------------------------------------------------------------------------
Permit No: B06-0026 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 3
Total Fees: $31, 048.32
This Payment: $20,940.30 Total ALL Pmts: $31, 048.32
Balance: $0.00
**************�*****************************************************�****************�******
ACCOUNT ITEM LIST: ,
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 15,497.50
RF 11100003112700 RECREATION FEES 5,442.80
-----------------------------------------------------------------------------
� � u
APPUCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG� `�.��
Project#: ���'
, � � � Buildin Permit#: , `
�
����'� a TOWN OF VAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanicai, etc.l
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR INFORMATION
Ge eral Contractor: Town of Vaii Reg. No.: Contact Person and Phone#'s:
2 O —ft 1 v � ,� s 3u3 $?.5�13t3
Email address: �� y�„�� Fau#: C3o3� g�: 3�
Contractor Signature:
\
COMPLETE VALU S F UILDING PERMIT Labor&Materiais
BUILDING: $ ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ TOTAL: $S� ,Z ' --� �
3� ���, 7s�
For Parcel#Contact Ea !e Coun Assessors �ce at 9T0-328-8640 or v/s►t www.ea le-count .com
�,.w".. �
=� l �`�� �'' �':�?��C�C`t,Z
Job Name: ����,� !_'� _N' ��_ vN�� � Job Address:
!l�� J.i.l.1' �=
Legal Description Lot: ;� Block: Filing: Subdivision: /'�y�.� �z��{{
Owners Name:U �. �.,�,,��.i 5 Address: 3 7 M Phone:� -Z3�12
Architect/Designer: Address: /6�1 / ,$t �,c;�a�e2, Lo Phone:�303 ,2�-�S3YY
Engineer:�p,� R��,��, �'�, Address: �7/ GJy,i,7�ao�' . � FW�'�iZ Co Phone: 3- 7
Detailed description of work: I,�JC�T'j ���vv2��, ����/,� '�`"U t�fi� f r� � C�c°/�CRI��l� �,1"Li� � r=
�
-', , ,� � 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{ ) Twafamily(eij'Muiti-family( ) Commerciai( ) Restaurant( j 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
NolT e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes(� o ( ) Does a Fire Sprinkler System Exist: Yes( o( )
FOR OFFICE USE ONLY
T e of`Construction: : '' . , , . D
Occ�pancy:;Group r .,,, „ � ., Accepted By:�_� FEB �� 20Q6
� TOWN OF VAIL _.;
C.\..rle�..\CADMC\DGDAA7TG\Q��:�a�.,,.�ti.��ia:.... ..�...,:+ ��_��_�nnc nnr� Dana 1 nf 14 11/�3/�(1O5
**********************************************************�*********************************
TOWN OF VAIL, COLORADO Statement
***************************s**************�x*************************************************
Statement Number: R060000136 Amount: $10,108.0202/16/200611:08 AM
Payment Method: Check Init: JS
Notation: 52915/HYDER
CONSTRUCTION
-----------------------------------------------------------------------------
Permit No: B06-0026 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 3
Total Fees: $25,608.52
This Payment: $10,108.02 Total ALL Pmts: $10,108.02
Balance: $15,500.50
***********�*******�************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 21.00
PF 00100003112300 PLAN CHECK FEES 10, 087.02
-----------------------------------------------------------------------------
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 #: A07-0147
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING B'LTNIT 3 '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 FOR VAILS FRONT DOOR BUILDING 'E'i1NIT 3 'A'
& 'B'-CONSTRUCTION OF A WOOD FRAME DUPLEX TOWNHOME
Valuation: $5,955.00
+s**�*�**�r�r+*��***s*s***s++**�*s�+*****+r►rr*�+►+**►****+►*+***�r* FEE SUMMARY ***tr**r***********�+r**t*t�***************►x*t��*s**�*r�*��
Electrical---------> $0.00 Total Calculated Fees--> $455.31
DRB Fee---------> $o.o o Additional Fees----------> ($2 3 2.00)
(nvestigation----> $0.00 TotalPermitFee--------> $223.31
W ill Call---------> $o.o o Payments------------------> $2 2 3.31
TOTAL FEES--> $4 5 5.31 BALANCE DUE--------> $0.0 0
*sr*******+*�*****�***�*e**a*�*�**�*����t***t+***�*******�►****�*►*x**�+�*��r*+***►*r*t**»r*r***********+**********�*x►��*******�*+�****�***�*+�•
Approvals:
Item: 05600 FIRE DEPARTMENT
11/19/2007 McGee Action: AP Change smokes in garage storage units to tl
(typ)
Recalculate battery backup to comply with 15 minute alarm time.
Add detector to water entry room E-003 .
Resubmit alarm sequence anci 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) .
*�****�44*#*�#4*►*�#�**##t*****4**�*#�R4#**#*4##k#*�t#**#�#*##*4#*4*k#****#�#*##*#��b***#�#**#*####*####R#*�#M#4***t**t##t##*#Yt##*###�*#�4*#t�4•
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 B��-ELEP NE A' 479-2 FROI :00 AM-5 PM.
,�.�-''"���
SIGN URE OF'O R OR CONT�CTOR FOR HIMSELF AND OWNER
************************************+**********+****************++**************�***********
TOWN OF VAIL, COLORADO Statement
**********************+++*******************+*************+**************************++*++**
Statement Number: R070002666 Amount: $223 .31 12/07/200708:35 AM
Payment Method: Check Init: JS
Notation: 1860/ENCORE
ELEC
-----------------------------------------------------------------------------
Permit No: A07-0147 Type: ALARM PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 3 'A'
Total Fees: $223 .31
This Payment: $223 .31 Total ALL Pmts: $223 .31
Balance: $0. 00
************+********************************************************************�**********
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 FIRE ALARM PERMIT FEES 223 .31
-----------------------------------------------------------------------------
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 #: E06-0196
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' UNIT 3 Applied . . : 09/27/2006
Parcel No...: 210108278002 Issued . . . 10/30/2006
Project No : -�-��� _.�J� 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
CONTRACTOR ENCORE ELECTRIC 09/27/2006 Phone: (970) 949-9277
PO BOX 8849
AVON
CO . 81620
License: 331-E
Desciption: ELECTRICAL FOR VAILS FORNT DOOR BUILDING 'E' UNIT 3A &
3B-CONSTRUCTION OF A WOOD FRAME DUPLEX TOWNHOME
Valuation: $0.00 Square feet: 9914
**********�************�**�*�*****�*�****************************** FEE SUMMARY ************************************************************
Electrical---------> $454.25 Total Calculated Fees--> $457.25
DRB Fee---------> $0.00 Additional Fees----------> $0.00
Investigation----> $o.00 Total Permit Fee--------> $457.25
Will Call---------> $3.00 Payments------------------> $457.25
TOTAL FEE5--> $457.25 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 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.
(�_ • �
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGrytC� ���� 1l� � �
Project #: �'��� �V
Building Permit #: C3(�� r D02C,�7
�O / _ � / �j� Electrical Permit #:��-f1,�C�/ g,�,
� l� [ / 970-479-2149 (Inspections)
���Fy�' TOWN OF VAIL ELECTRICAL PERMIT APPLICATION
75 S.Frontage Rd. �,'�
Vail, Colorado 81657 � ��'j —'"
CONTRACTOR INFORMATION
Electrical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s:
�c�c or-� �i��-I�r�� � - � M�r�tn t.:�,.�d
E-Mail Address: r,�,r�.� _<<��,.� ��,,��,� a� Fax#: a�o a �� .-a 2 �o
Contractor Signature:
• o
COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE: GI' q I�-} ELECTRICAL VALUATION: $
Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea le-coun ,com for Parce/#
Parcel # 2 � �� ���, � ���
Job Name: �u i�S �f'vn'�` ���' Job Address: 1��y �V�� ��-
v i l L ,� V(� 1-�S �' r3Q
Legal Description Lot: Block: Filing: Subdivision:
Owners Name:L��� � � .trQ Address: �� ��� -7 Phone: �-Z � _ �� �
Engineer:�S ���� �� Addre :z� ���� � Phone3 u 3— �Z� — � Zc�
Detailed description of work: Y'i�i�S �/--d�1.f- �b� �f�G���C� � U�( �
Cun�t t'v�-1--►�� o� a wuv� -�-a�1�� �,F( e�ic ��Inpm�,
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('� 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 (}Q
_ �
i
�****��***���**� * �**�*****�****��*�*FOR OFFICE USE ONLY:�*���***********�****����*�����**:�***
�
���'! � Other Eees: Date Received:
� DRB Fees: Acce ted B :
`� Planner Si n-off:
F:\cdev�BUILDING�APPLICATIONS\ELECPERM2005.DOC 07/O6/2005
********************�**************�***************************************��*�*�***********
TOWN OF VAIL, COLORADO Statement
***�*******************+�x*****�**********�**************:x*�****�***�*�x**********************
Statement Number: R060001837 Amount: $457.25 10/31/200605:05 PM
Payment Method: Check Init: DDG
Notation: Encore
Electric 20501
-----------------------------------------------------------------------------
Permit No: E06-0196 Type: ELECTRICAL PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 3
Total Fees: $457.25
This Payment: $457.25 Total ALL Pmts: $457.25
Balance: $0.00
*****************************:x�x�x*****�*************�x*****:x*********�**********�*************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 454.25
WC 00100003112800 WILL CALL INSPECTION 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
MECHANICAL PERMIT Permit #: M06-0282
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' UNIT 3 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: 347-M
CONTRACTOR HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073
715 VALLEJO STREET
DENVER
COLORADO 80204
License: 347-M
Desciption: VAILS FRONT DOOR BUILDING 'E' UNIT 3-MECHANICAL
Valuation: $206,200.00
Fireplace Information: Restricted: ii of Gas Appliances: 0 lt of Gas Logs: 0 fi of Wood Peller. 0
******************************************************************** FEE SUMMARY ***********************************************�************
Mechanical---> $4,140.00 Restuarant Plan Review--> $o.00 Total Calculated Fees---> $5,178.00
Plan Check---> $1,035.00 TOTAL FEES--------------> $5,178.00 Additional Fees-----------> $0.00
Investigation-> $0.00 Total Permit Fee----------> $5,178.00
W ill Call-----> $3.0 0 Payments-------------------> $5,17 8.0 0
BALANCE DUE---------> $0.o0
***�:*********************************************************************************************************************************************
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 MANTJFACTURER'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, 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 informatron 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 O O CONTRA TOR FOR HIMSELF AND OWNEF
�
*****************************�*****************�**���*�*�*��*****+�*�*******�++*+*+*****�***
TOWN OF VAIL, COLORADOCopy Reprinted on 10-24-2006 at 12:42:56 10/24/2006
Statement
****�x**********************�:***************�x**********�*******+****�x************************
Statement Number: R06000164? Amount: $5, 178.00 10/06/200602:02 PM
Payment Method: Check Init: JS
Notation: 94681/HEATING &
PLUMBING ENGINEERS, INC.
-----------------------------------------------------------------------------
Permit No: M06-0282 Type: MECHANICAL PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E� UNIT 3
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 INSPECTION FEE 3 .00
-----------------------------------------------------------------------------
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE�� ��`�ad3Y
TOV Project #: -ir�
_ , ��` � (� � Buiiding Permit #�— o8Z
� � � �'1 Mechanical Permit #: �1 - Z4J Z,
'j'Q�Q�yAjj,' � �J 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:
❑ Mechanicai 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��-r�,.� +plkM�� n �_���,,{�r�s_ 3y �1 - ��o - .�r �-f -�% y`l .
E-Mail ddress: ��ie � (��� ��C , Ccmt. Fax#: �
Contractor Signature:
7zQ- `z7 /—ays�,
�
�!
COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials
MECHANICAL $ Zc�6�ZGo - t000 - ?p6�° X ZD - � ��(Z�� � t,? S = f� S j�5- °�
Contact Ea /e Coun Assessors Office at 970-3Z8-8640 or visit www.ea le-coun ,com for Parce�# 8
Parcel #
]ob Name: vF-� �, �.=��,� p�;r-c2� 'i�i,�.�, �F;. �
��rt 3 .
]ob Address: �� / Go� Cr-ec-K t��2
�'�4,�., �za �1�5 '� _
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: �R�L Re�--.-tS Address: r °� a�x Ss`t
tx�f�wt..,.t �vt�.�. c ��°bz� Phone:c�7a-��s - Z35�'..
Engineer: �S Address:�r 3� ,c_Y�g f ���t� 4�-� Phone: /�9 /�
,�,rr' 'L�', � � �2(7Z - ���(...�F.��` J��'�
Detailed description of work: r„��y�,� � -
.. � ° /I�Z.� r''i/'.r� . � .• �'C=rfss�r,. ./ C�r�"s[�c�`, �,�t*tt�;.+C �:�s,�:
` .-� j r
t�e?. 1�- .a _.�•r...y�... IP �l�^r,!+=i�,-'}�- �C 5� /I/ �-�Q /�a-�,�.5 C..��%�!�t c-r � � t �
�{ ;, f° � ;2ft�t �,r[L; tr/ {�.
Work Class: New(y� Addition ( ) Alteration ( ) Repair ( ) Other( )
Boiler Location: Interior(n�) Exterior( ) Other( ) Does an EHU exist at this focation: Yes ( ) No(k)
Type of Bldg: Single-family O Dupfex O Multi-family(p�) Commercial O Restaurant O Other O
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 ( )
************************FOR OFFICE USE ONLY
� SY� *****************************
Other Fees: Date Received:
S Z� Accepted By: �
F:\cdev\FORMS\Permits\Building\mechanical permit_11-23-2005.DOC 11/23/2005
�� 7
g �
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
********************************************************************************************
Statement Number: R060001647 Amount: $5,178.00 10/06/200602:02 PM
Payment Method: Check Init: JS
Notation: 94681/HEATING &
PLUMBING ENGINEERS, INC.
-----------------------------------------------------------------------------
Permit No: M06-0282 Type: MECHANICAL PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL �
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 3
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
-----------------------------------------------------------------------------
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 #: P06-0131
Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED
Location.....: VAILS FRONT DOOR BUILDING 'E' UNIT 3 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
CONTRACTOR HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073
715 VALLEJO STREET
DENVER
COLORADO 80204
License: 353-P
Desciption: VAILS FRONT DOOR BUILDING 'E' UNIT 3-PLUMBING
Valuation: $137,600.00
Fireplace Information: Restricted: ?? li of Gas Appliances: ?? #of Gas Logs: ?? 1t of Wood Pallet: ??
*************************************************�******�*�********** FEE SUMMARY
********************************************:x**����*****�***
Plumbing---> $2,070.00 Restuarant Plan Review--> $o.00 Total Calculated Fees---> $2,590.50
Plan Check---> $51�.5 0 TOTAL FEES--------------> $2,5 9 0.5 o Additional Fees-----------> $0.o 0
Investigation-> $0.00 Total Permit Fee----------> $2,590.50
Will Call-----> $3.00 Payments-------------------> $2,590.50
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.
*********************�***************************************************************�:****************�******************************************
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.
C� J� �
SIGNATURE OF� � ER OR CONTRA TOR FOR HIMSELF AND OWNEF
***********�+***********�**********�*******�******�*�*���+*�**��********************�*******
TOWN OF VAIL, COLORADOCopy Reprinted on 10-24-2006 at 12:53:02 10/24/2006
Statement
*********�***************�**�**************************************�x************************
Statement Number: R060001640 Amount: $2,590.50 10/06/200601:51 PM
Payment Method: Check Init: JS
Notation: 94681/HEATING &
PLUMBING ENGINEERS, INC.
-----------------------------------------------------------------------------
Permit No: P06-0131 Type: PLUMBING PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E� UNIT 3
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
-----------------------------------------------------------------------------
' ' APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG
Project #: ���" ���
• Building Permit : � b Z
� Plumbing Permit #: 3 '
�O�i�FVt�, ' � O � 3 � _
� �^� 970-479-2149 (Inspect�ons)
75 S. Frontage Rd.
` V
Vail, Colorado 81657
TOWN OF VAIL PLUMBING PERMIT APPLICAT
CONTRACTOR INFORMATION
Plumbing Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s:
I�e�4�i �t- u.n,� �n� E^�t�t�eet� 3S 3 —� �� �3(vs �Zo-Z c`� -ZI�f�j
E-Maif ddress: ��, ;�, ,..,
l � �~�' , 'r��- . c c�c Fax #: �Z D -Z?�/' O�r`t g.
Contractor Signature:
COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $ �,3� (-�O b ;(Doq � �3���o �
>C �� — Z06 I x �.ZS = �''��`g�7
�3 =�ZS�3�
Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www,ea /e-coun ,com for Parce/#
Parcel #
Job Name: �A ; t � F=�c�,:_- �,,ot�� '�v : ��`,e°».�:, �
��,,-�, � Job Address: �7Y Ga'E' C�°e K I�•�
— Vfh�� Gn �/C�S'7.
Legal Description Lot: Block: Filing• Subdivision•
Owners Name: ��+�L-- t��f�c� S Address: Po Be�k S .
��,.� ��.;>`:._,.-� q q,-oE<-�t;� Phone:�`7p-�7 y5 — Z3S Z _
�.�
Engineer: �Q� Address: rS3v e6*� S� ,�u,� yn�,
�,�,,,L�-, f , Phone•
Detailed description of work: �} �,�,�r,�j �� e�� �k�� � �/ t �O ` ��3 ` ���'�
�.;��,,,� r��_�. r Y � E L�,v E�.n�t � �c�t,.�trt-rt`f r�V
� C � _ P��?'cc� _ I�S z,��r<�.�1 .Ea�, rti-�� �Z Yd R�'�/� � r��f:�_
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:
� �� y
xxx x•�• xxxxxxxxxxxxxxx
x�xxx��xxxxFFOR OFFICE USE ONLYxx;�xx*,�Fxxx*xx,�x�xx,���xxx��xxxxxxx��x
��X .
Other,Fees. Date Received:
5•� e ted B : �
2
��
F:\cdev\FORMS\PERMITS\Building\plumbing_permit_ll-23-2005.doc
Page 1 of 1 11/23/2005
, �
**********************************************�************�******************************�*
TOWN OF VAIL, COLORADO Statement
***************************************�********************:x***********�*******************
Statement Number: R060001640 Amount: $2,590.50 10/06/200601:51 PM
Payment Method: Check Init: JS
Notation: 94681/HEATING &
PLUMBING ENGINEERS, INC.
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Permit No: P06-0131 Type: PLUMBING PERMIT
Parcel No: 2101-082-7800-2
Site Address: 174 GORE CREEK DR VAIL
Location: VAILS FRONT DOOR BUILDING 'E' UNIT 3
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
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B06-0026: Entries for Item:90 - BLDG-Final 14:45 06/18/2013
Action Comments By Date Unique_
Ke
qp mgsafe 01/21/2009 A000122
102
Total Rows: 1
Page 1
E06-0196: Entries for Item:190 - ELEC-Final 14:46 06/18/2013
Action Comments By Date Unique_
Ke
AP mgsafe 01/21/2009 A000122
108
Total Rows: 1
Page 1
M06-0282: Entries for Item:390 - MECH-Final 14:46 06/18/2013
Action Comments By Date Unique_
Ke
qp mgsafe 01/21/2009 A000122
114
Total Rows: 1
Page 1
P06-0131: Entries for Item:290 - PLMB-Final 14:46 06/18/2013
Action Comments By Date Unique_
Ke
AP mgsafe 01/21/2009 A000122
118
Total Rows: 1
Page 1