HomeMy WebLinkAboutB08-0391 NOTE: TH/S PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES
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Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT COMM BUILD PERMT Permit #: B08-0391
Project #: ���,g-6��� �
Job Address: 304 BRIDGE ST VAIL Status. . : ISSUED
Location......: BIG BEAR BISTRO, RED LION INN Applied . . : 11/11/2008
Parcel No....: 210108253016 Issued. .. : 12/04/2008
Expires . ..: O6/02/2009
OWNER LANDMARK COMMERCIAL DEV CO 11/11/2008
610 W LIONSHEAD CIR STE 100
VAIL ��� �� �
CO 81657
APPLICANT GEHL HOMES 11/11/2008 Phone: (970)300-2727 ����'������ —
PO BOX 5494
VAIL
COLORADO 81620 �� �_�'yL�v�
License: 979-B
CONTRACTOR GEHL HOMES 11/11/2008 Phone: (970)300-2727
PO BOX 5494
VAIL
COLORADO 81620
License:979-B
Description:
TENANT IMPROVEMENT-BIG BEAR BISTRO
Occupancy: A2 Assembly<1000 with stag Valuation: $9,864.40
Type Construction:VA Total Sq Ft Added: 0
....»................,,�..�,.,.,.,.......x,>.......<,....,..,,....................,. FEE SUMMARY ,..,,......,....,..............<.x..............,.....,........,<..............
Building Permit Fee------> $181.25 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $303.06
Plan Check--------------------> $117.81 Use Tax Fee---------------------> $0.00 Additional Fees-----------------------> $75.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $378.06
Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments-------------------°----------> $378.06
Total Calculated Fees--------> $303.06 BALANCE DUE------------------------> $0.00
...�................................................,.>.....,........x.........<,,.................,.,x.,.........,,,.,.�,............x..,......<.,�,,......>,x,.,....x..,.......,,......
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.
REQUEST FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM :0 PM.
� �CL , �
Signature of Owner or C ractor Da
l�'( fCf�� C, ���
Print Name
bld_alt_construction_perm it_041908
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APPROVALS
Permit#: 608-0391 as of 12-04-2008 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
11/25/2008 cgunion Action: CR plan review
comments sent
F:\cdev\CHRIS\PERMIT.COMMENTS\608-0391\608-0391.DOC
12/01/2008 cgunion Action: CR SECOND CHECK
REVIEW COMMENTS SENT
12/02/2008 cgunion Action: AP APPROVED CORRECTED
PLANS ADDRESSING COMMENTS
Item: 05600 FIRE DEPARTMENT
12/03/2008 drhoades Action: AP Separate permits
(and shop drawings) required for changes/additions to
existing fire alarm and fire sprinkler system.
Item: 05700 ENVIRONMENTAL HEALTH
12/03/2008 BC Action: AP Plan review
completed with letter sent to applicant 11/20/08
approving plans. Opening inspection required for final
approval.
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See the Conditions section of this Document for any that may apply.
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CONDITIONS OF APPROVAL
Permit#: 608-0391 as of 12-04-2008 Status: ISSUED
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Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0010484
MAXIMUM OCCUPANCY SIGNAGE OF 45 SHALL BE POSTED PER IBC.
bld_alt_construction_perm it_041908
***�********�**************�******************�********************�*****************�****+*
TOWN OF VAIL, COLORADO Statement
+*************************************�********************�*****�******�****+**************
Statement Number: R080002308 Amount: $303 . 06 12/04/200804:44 PM
Payment Method:Credit Crd Init: DDG
Notation: credit card -
Michael Gehl
----------------------------------------------------------------------------
Permit No: B08-0391 Type: ADD/ALT COMM BUILD PERMT
Parcel No: 2101-082-5301-6
Site Address: 304 BRIDGE ST VAIL
Location: BIG BEAR BISTRO, RED LION INN
Total Fees: $378.06
This Payment: $303 .06 Total ALL Pmts: $378.06
Balance: $0.00
********************************************************+***********************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 181.25
PF 00100003112300 PLAN CHECK FEES 117 .81
WC 00100003112800 WILL CALL INSPECTION FEE 4 .00
-----------------------------------------------------------------------------
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BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, fireplace, etc
Project Address _. Project# �Q v ^ �� ��
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Contractor Information ' Building Permit#: ����� �
n� Detailed Description of Work: ���(�� ��(���
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' E-MaiL �'�'l�G��� �Q"��' �"� Architect( ) Designer( ) Engineer� F�C� ��k6=li4 j�
I Town of I ontract r Registr tion N : ���� � , Phone: 3��'`�'g'�� `�°�'
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Property Information Work Class:
Z,���O �� ��(� ,� b New( ) Addition( ) Remodel� Repair( )Other( )
Parcel#: _
Legal Description: Lot# Blk# Work Type:
��� �� ��� ��t�� �� Interior�} E�erior( ) Both( )
Subdivision: ��
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Job Name: �� �� ; Single-Family( ) Two-Family( ) Multi-Family( )
Owner Name: �F���'�e " '�J ��i�= �J���rn ' Commercial (J�' Townhome( ) Other( )
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' Mailing Address: / � �� ' ^ � �'�( �� �(� � #&Type of Existing Fireplaces: Gas Appliances( )
(For Parcel#Contact Eagle County assessors Office at 970-328-8640 or , Gas Log O Wood/Pellet O Wood Burning O
visit www.eaglecounty.us/patie)
Valuations Labor&Material #&Type of Proposed Fireplaces: Gas Appliances O
� � �� Gas Log( ) Wood/Pellet( ) Wood Burning ( )
Building$ _ .
' ��� Does a Fire Alarm Exist: Yes �j No O
Plumbing$
�� Monitored Alarm: Yes ( ) No�}
, Electrical$ ! Does a Fire Sprinkler System Exist: Yes �j No O
' Mechanical$
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Total$ c�Q'QDd �- Date Receive � � � � � -�
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75 South Frontage Rd. Department of Community Development
Vail, Colorado 81657
970-479-213 8/479-2139
FAX 970-479-2452
November 20, 2008
Michael Gehl
Big Bear Bistro
PO Box 5494
Vail, CO 81658
Re: Food Service Plan Review
Big Bear Bistro
304 Hanson Ranch Road
Vail, CO 81658
Dear Mr. Gehl:
This letter will serve to confirm the plan review of the above captioned food service
establishment. The plans have been approved with the following additions and/or
modifications:
• Indirect drains from must be installed to the 3-compartment sink and dishwasher
shall discharge atmospherically by means of an air gap over a waste floor sink or
other approved receptacle. The wells of the three compartment sink must be large
enough to accommodate the largest utensil used in the facility.
• Condensate drain lines from all refrigeration units and ice machine drain lines
must have an air gap of at least 2-pipe diameters at the floor sink or floor drain.
. � The hot water generation unit must provide a minimum energy input of 139,116
BTUs per hour. It is recommended that the hot water generation unit be dedicated
to the kitchen fixtures. Provide engineering design data for the building use, if the
kitchen hot water is to be part of the building system.
• Properly seal sinks and drain boards to their adjacent wall. Exposed screw heads
and bolts are not approved.
. The minimum acceptable floor finish in the food preparation deli, meat
department, and bakery areas are vinyl composition and/or commercial grade
floor tile. The junctures between walls and floors shall be coved and sealed.
• All plumbing, electrical and other utility lines must be concealed in the walls,
floor or ceiling. Water service lines extended to sinks may be surface mounted
provided they are properly mounted on approved spacers at least '/Z inch from the
walls and 6 inches above the floor.
• A minimum of two (2) separate shelves will be required for storage of cleaning
and toxic materials. They must be separated and labeled by the following
requirements:
o Detergents and sanitizers and other toxic chemicals (upper shel�.
o Insecticides and rodenticides (lower shel�.
• Junctures between walls and floors shall be coved and sealed.
• Provide a minimum of fiberglass-reinforced plastic (FRP), or stainless steel on the
wall surface behind the three-compartment sinks in the deli and bakery kitchens.
• Light fixtures must be adequately enclosed or shielded to protect foods in the
storage, serving, or preparation areas from accidental bulb or tube breakage.
. The minimum acceptable ceiling finish in food preparation areas is gloss enamel
or epoxy-based paint on drywall; or a non-perforated vinyl-coated drywall, lay-in
ceiling tile.
• A menu review indicates that the Turbo Chef convection oven will only be used
for heating sandwiches and cheese melt cooking.
o The Turb Chef convection will be reviewed by the Town of Vail Building
Department for compliance with the ventilation requirements in the
Building Code. If the Building Department determines this unit does not
require exhaust ventilation this oven can be installed and operated ventless
for all food items except for fatty raw proteins, such as bone-in, skin-on
chicken, uncooked hamburger, fat laden steaks, etc. chicken, uncooked
hamburger, fat laden steaks, etc.
o In the future, if this unit is used for cooking fatty-raw proteins as
mentioned above, a properly designed ventilation hood and grease
collection system that meets the Town of Vail Building Department
requirements will be required.
• Under counter surfaces must be finished and sealed to provide a washable surface.
. Ice bin and exposed food placed out for serving shall be adequately covered or
protected by an approved sneeze guards.
• All equipment must be National Sanitation Foundation (NSF) listed or equivalent.
Any changes to the plans as submitted and hereby approved must receive advance
approval from this Department. A final inspection is required to determine is the kitchen
is in compliance with the Colorado Retail Food Rules and Regulations. Please allow a
minimum of three (3) days for scheduling this opening inspection. Do not hesitate to call
me at 970-479-2333 if you have any questions.
Very truly yours,
William . Carlson, REHS
Environmental Health Officer
Cc: Town of Vail Building Dept.
�evelopment ReviewCoordinatc�
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Transmittal Form
Revision Submittals:
1. "Field Set"of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved &the permit is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance.
( ) Revisions
Permit#(s) information applies to: Attention: �Response to Correction Letter
�ttached copy of correction letter
�jOgj---b�� � �����j �L�Y�. � r� ( ) Deferred Submittal
( ) Other
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Project Address: Description/List of Changes:
3 a�1 �nd�5� G�
I Contact Information
` Company: V� r\ \J�`V r✓ ����\l�
' Company Ph: "1�� 7 a�� Fax:
, Contact Name: �,1��_��`
' Contact Ph: CeIL ,
E-MaiL I�Y�4.J✓t l� K..��J�J✓v' C�n
Town of Vail Contractor Registration No:
X '
' Signature (required)
Revised ADDITIONAL Valuations (Labor 8�Materials)
'; (DO NOT include original valuation)
' Building$ '
Plumbing$ , (Use additional sheet if necessary)
I Electrical$ '
' Mechanical$ _ _ _ _ _
Fire Sprinkler/Alarm$ Date Received:
Total$ 0.00 � � � � � ��.�
D I
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DEC o 1 2008
TOWN OF �AI�L
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Department of Community Deve%pment �g'�� ��G'°��
Building Safety and Inspection Services _.� � � � � � �� i
75 South Frontage Road D i
�ail, Co%rado 81657
970-479-2138 NOV 2 6 2008
FAX 970-479-2452
www.vailgov.com �a�� �� ����m � �
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
TO: Contractor/Aqplicant Architect
Gehl Homes KH Webb
Michael Gehl proj# n/a
FAX/Email #: mike@vail.net Lauren@khwebb.com
NUMBER OF PAGES: 3
FROM: Chris Gunion, Building Plans Examiner
DATE: 11/21/2008
BUILDING PERMIT#: B08-0391
OWNERS NAME: LANDMARK COMMERCIAL DEV CO
SITE ADDRESS: 304 Bridge Street C-7
OCCUPANCY GROUP: A2
TYPE OF CONSTRUCTION: VA
NUMBER OF STORIES: existing
BUILDING AREA: 679 s.f. space
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003 International Residential Code, 2003 International Mechanical
Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International
Energy Conservation Code and 2008 National Electrical Code as modified and adopted by the Town of
Vail.
The fo/%wing comments wi//need to be addressed prior to issuance of a bui/ding pe�mit:
For processing:
• Please submit four complete sets of revised construction documents containin4 the reauested
information with all plan revision items clouded or otherwise identified. Partial ulan sets or
loose �lan sheets are not acceuted.
• Please resqond in writing to each comment with a response letter stamped and signed bv the
architect and/or engineer Indicate which plan sheet, detail, specification, or calculation shows
the reauested information. Please resubmit comulete ulan revisions, resuonse letter and
a Town of Vail transmittal form to the Town of Vail Communitv Develoument Office.
. Please be sure to include on the resubmittal the architect's stamp and or enaineer's stamp,
sianature reQistration number and date on all sheets of the plans.
.
Buildin4 Deuartment Comments:
1
The application for this re-model indicates an $8000 project valuation. The valuation appears
underestimated on the application. The applicant shall be required to provide the estimates and/or
contract for the job and a stamped letter from the design professional in responsible charge
indicating the building valuation is correct per the scope of work indicated on the construction
documents. (IBC 108.3)
Clk, s�e attach�� valu�t��n.
2 Please clearly show proposed new walls on the plans.
Qk, se� plans.
3 Please provide an accessible route into the space and provide an accessible restroom and an
accessible dining surface. Twenty percent of the remodel valuation shall to be used toward
accessibility. Provide a financial breakdown on the plans to indicate how much is being used on
accessibility. (IBC 3409.6)
The scape af work for this proj��� is minima�, T� ��� an accessi�l� ramp ar�d bathrn�m would cast
much more than Z�°1� o�F°�he p�op�se� budget and reduc� th� sea�ing are� significar�tly. We will
spend over 20°fo �f the b�dc�t to b�fld an accessible p�atForm with ar� �ccessible table. Table service
will �ie avai��b�e. W� v��ill �Is� p��vide �ic�nag� in�ic�tir�g the ��c�tion of � r�e��-b4� �ccessibl� public
restro�rr�.
4 Entry stairway does not comply with IBC 1009.4. Revise plans to provide a full depth landing at the
top of the new stairs.
ak se� �lan A��?.
5 Revise A000 roof/ceiling assembly detail to indicate type C drywall per the UL listing.
Q� see r�e��v detai� �n AO��, and �opy of existing str�ctura� detaiE�.
6 Provide handrails on both sides of the stairs with details on e�ensions per ANSI 117.1 section 505
Ok see plan A[1D1, �nd A50�.
7 Please clearly indicate on the plans the proposed use of the oven to determine if a type I hood is
required. Refer to the manufacturer's installation instructions and testing for limitation on use of this
oven without ventilation. IMC 507.2.1
Discussed with Chris. Add notation that prahibits fatty raw proteins such as skin on bone in chicken,
steaks, etc.
8 Include information on the dishwasher to determine exhaust hood requirements. IMC 507.2.2
IMC 5�7.2.2 - Exceptions Under counter-type commercial dishwashing macl�ines. The Hobart LXICS
is an undercounter devic�
9 The dish sink will be required to be routed through a grease trap. IPC 1003.3.1
Ok see plan P1.0.
10 Provide adequate information to verify the service counter is accessible. ANSI A117.1, 904.3
Th� ��r-vice cc��nter �rill nt�t �ie �c��ssibl�, but t��r� will b� ��r �c�es�ible platform �r�� table with
tab€� �e�vice a�r�ila�l�.
11 Please show the property line on the drawings. The outside air intake shall be a minimum of 10'
from the property line. IMC 401.5
V1i� ar� r�t makin� ��y ch�r�ges �c� �i�e a�� in��ke �xis�ing focatian.
12 The roof ceiling assembly provided by the architect indicates 1 hour membrane protection. Please
add fire dampers at the new exhaust fan locations and duct penetrations. IMC 607.6
!V� da����rs nec����rY, s�� ���r� A���-
13 Revise sheet E2.0 to clearly show the location of the sub panel and main panel
Made note of location in note #7 on sheet E2.0.
14 Revise sheet E2.0 equipment schedule. The oven cut sheet indicates 35A for the 208V model.
Per Turbochef technical support the selected oven will operate at 6054W (29A). This is reflected on
the schedule on sheet E2.0.
15 Revise main panel load calc to indicate the adjusted total demand amps based on oven revision.
Panels have been changed to reflect change from #14. See E1.0.
16 Include cut sheets for all appliances proposed to be installed in the kitchen area.
Have forwarded this to Chris.
17 The proposed menu provided includes eggs, burritos and crepes. Please clarify how these items will
be cooked and provide cut sheets, plans and ventilation hood(s) for any cooking appliances. IMC
507
Have forwarded menu including cooking methods to Chris
18 Revise P1.0 to show routing of the espresso drain, and any freezer or fridge condensate drains to a
floor sink.
After further discussion, it was determined that the espresso machine can drain into a bucket as
originally shown. The freezer and fridge do not have condensate drains.
19 Revise P1.0 to specify a backflow preventer per ASSE 1022 at the beverage dispenser water
connection.
See sheet P1.0, Plumbing Fixture Connection Schedule.
20 Provide a drinking fountain per IPC table 403.1
W� wi�l �rr�vide � �rinking �v�ter station with wa��r ��� and plastic cups, s�� �la�s.
21 Clarify location of the service sink on P1.0. Mop sink is shown at same location at the floor sink.
See P1.0.
22 Show location of the water heater on sheet P1.0. If hot water is being supplied from a central
location, include engineering design showing BTU's and amount of hot water available for the Bistro
space per Town of Vail Environmental Health Department. IPC ch 5.
See P1.0, Minimum Hot Water Requirements Table for Colorado Retail Food Establishment
Calculation.
23 Show air gap and trap at indirect waste connections to the floor sink per IPC 802.2. Sheet P1.0
See P1.0. Existing floor sink has a trap and an air gap has been specified for each indirect
connection.
24 Revise P1.0 to specify the connection of the dishwasher waste per IPC 409.3 and 802.1.6 or 802.1.7.
See P1.0, sheet detail note 10.
25 Revise P1.0 to specify air gap or backflow preventer at the water connection to the dishwasher per
IPC 409.2 and 608.
See P1.0, sheet detail note 10.
26 Provide a total proposed drainage fixture unit count for FS-1. Verify existing drain size is adequate
for the proposed connected fixtures.
See P1.0, sheet detail note 9.
Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of
a permit,please check all requested infonnation is included with the resubmitted plans. Please submit
revised plans as a complete set. Partial plan resubmittals will not be reviewed.
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I n v o i c e Attention:Vidette Gehi,Leslie Mashbum �
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Owners ����s�z� �
Big Bear Bistro � ��' �r� � r. �
3 0 4 H an s on Ranch Road,Unit C-7 � � � k"������ � '.
Vail,CO 81657
Date 11/7108
PO Box 5494 PRO,IECT TITLE:Big Bear Bistro Remodel
va�i,co ais5s pROJECT DESCRIPTION:Miscellaneous Updates
T 970.376.7811
mike�vai�.net P.O.NUMBER: 110708
INVOICE NUMBER: 110708
TERMS:30 Qays
.- . . � .
Platform,Stair,Built in granite countertop and � 1 $2,000.00 $2,000.00
handrail rebuild(materials only) � '
. ___._.__.�.�______.. .9—__._��__.__�. �.�._
Drinking water d'+spenser '`' 1 $10�•DO $100•0�
.��_�_�..�.em__.._._..��_ �._._.e� _..�._.,..��____. _.. _.._
Bathroom Door relocate(materials only) � 1 ? $100.00 $100.00
_�._._...�...__�.._...._.�_.._.�.,_. �.a_�.__ _�.ww,..��_ _. - - ._,�.__. _.m�_______,w.��
Hood dismantle(materials only) ; 1 j $100•00 $100.00
Partition wail extension(materia�s only) � ���� i � $100.00 $100.00
Kitchen Closet(ma#erials oniy) W NV ���- 1 I�$200 00 $20�00
Senrice Counter(materials oniy) ����^��~��`.1�M� $300.�� �$300�00
�....��__._..�_.
qKitchenwCounter(materiais.oniy) `�� � _1� $20Q•00 $20QT00
Electrical,Plumbing,Mechanicat est. 3 $2,000.00 $6,000.00
„w._ ._..__..., W_._. _�_�.._..__.._.�,v_.,__�_�._�.._�_� ..�,.,._. �,.��....__..__.. __ __._..,
Subtotal $9,100.00
____._._�_....._._�_.�_____.._...�..e.,,.__._.___.W_____ _.�� TaxL8.40%g-_..._$764.40
.,�__._,.��_...__..._..,_._.._. �.._.�_____..._.. TOtal� $9,864.A0
We appreciate the opportunity to earn your business!
Sincerely yours,
Mike Gehl
r
�
���� ��# �
Department ofCommunity Deve%pment
Building Safety and Inspection Services
75 South F�ontage Road
�ail, Co%rado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
Building permit plan revisions submitted 11/26/08
TO: Contractor/Applicant Engineer
Highland Builders AEC
Mark Hallenbeck proj#28940
FAX/Email #: mark@highlandbuilders.com stan@aec-vail.com
NUMBER OF PAGES: 2
FROM: Chris Gunion, Building Plans Examiner
DATE: 11/28/08
BUILDING PERMIT #: B08-0072
OWNERS NAME: JefF Selby
SITE ADDRESS: 288 Bridge Street
OCCUPANCY GROUP: mixed
TYPE OF CONSTRUCTION: VA
NUMBER OF STORIES: 3
BUILDING AREA: 10101 s.f.
The documents submitted for this project dated 10/21/08 have been reviewed for compliance with
the 2003 International Building Code, 2003 International Residential Code, 2003 International
Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003
International Energy Conservation Code and 2008 National Electrical Code as modified and adopted
by the Town of Vail.
The fo/%wing comments wi//need to be addressed prior to issuance of a bui/ding permit;
For processing:
. Please submit two com�lete sets of revised construction documents containina the reauested
information with all plan revision items clouded or otherwise identified. Partial plan sets or
looseplan sheets are not acceated.
• Please respond in writing to each comment by marking the attached list or creatinQ a response
letter Indicate which plan sheet, detail, s�ecification, or calculation shows the reauested
information Please send revisions to the attention of the plans examiner with the buildina
�ermit apqlication number noted.
. Please be sure to include on the resubmittal the engineer's or architecYs "weY' stamq, sianature,
registration number and date on the cover paae of any structural calculations, all structural
details and structural sheets of the plans For commercial or multi-familv proiects all sheets of
the plans must be stamped.
Mechanical Comments:
1 Revise sheet M2.0 in provide combination smoke/fire dampers at all duct penetrations into the 1 hour
shaft. IMC 607.5.5.1
2 Clarify routing of the bathroom exhaust ducts. Provide fire dampers are penetrations in the 1 hour
horizontal floor/ceiling assembly and the fire barrier at the mechanical room. IMC 607.5.2 and 607.6
3 Plans do not indicate any commercial kitchen hood ventilation systems. Please evaluate existing
restaurant equipment and appliances for ventilation and hood requirements and revise plans as
necessary.
Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of
a permit, please check all requested information is included with the resubmitted plans. Please submit
revised plans as a complete set. Partial plan resubmittals will not be reviewed.
F•\cdev\CH RIS\PERMIT.COMMENTS\608-0072\BOS-0072.11.26.OSrevisions.DOC
. - k . h . w e b b
' TRANSMITTAL
To: (hris Gunion Date: 12/01/08
From: lauren fortl Re: Big Bear Bistro Permit Reply 2
(f:
ENC�OSE�: 4 stamped signed uptlatetl plans.
NoTES: Hi Chris, Here are the last few changes you requested, let me know if there is anything else.
Thanks,
Lauren
11G WEA LION�NEAD(IRCLE,SUITE A VAII COLORADO 81b57
410.411.2990 970.477.24b5 �F� www.khwebb.cam
�
�
����� �
Department of Community Development �
Building Safety and Inspection Services
75 South Frontage Road
�ail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
Second check plan review comments shown below original comment in bold italics
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
TO: Contractor/Applicant Architect
Gehl Homes KH Webb
Michael Gehl proj# n/a
FAX/Email #: mike@vail.net Lauren@khwebb.com
NUMBER OF PAGES: 2
FROM: Chris Gunion, Building Plans Examiner
DATE: 12/01/2008
BUILDING PERMIT #: 608-0391
OWNERS NAME: LANDMARK COMMERCIAL DEV CO
SITE ADDRESS: 304 Bridge Street C-7
OCCUPANCY GROUP: A2
TYPE OF CONSTRUCTION: VA
NUMBER OF STORIES: existing
BUILDING AREA: 679 s.f. space
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003 International Residential Code, 2003 International Mechanical
Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International
Energy Conservation Code and 2008 National Electrical Code as modified and adopted by the Town of
Vail.
The fo/lowing comments will need to be addressed prior to issuance of a building permit:
For processing:
• Please submit two sets of revised construction documents containing the requested information
with all plan revision items clouded or otherwise identified. Partial plan sets or loose plan
sheets are not accepted.
• Please respond in writinQ to each comment with a response letter stamped and signed by the
architect and/or engineer. Indicate which plan sheet, detail, specification, or calculation shows
the requested information. Please resubmit complete plan revisions, response letter and
a Town of Vail transmittal form to the Town of Vail Community Development Office.
• Please be sure to include on the resubmittal the architect's stamp and or engineer's stamp,
siqnature, registration number and date on all sheets of the plans.
.�.
Building Department Comments:
1 The application for this re-model indicates an $8000 project valuation. The valuation appears
underestimated on the application. The applicant shall be required to provide the estimates and/or
contract for the job and a stamped letter from the design professional in responsible charge
indicating the building valuation is correct per the scope of work indicated on the construction
documents. (IBC 108.3)
Please include the stamped letter from the design professional in responsib/e charge as
indicated above
Ok, see attached project valuation.
2 Please provide an accessible route into the space and provide an accessible restroom and an
accessible dining surface. Twenty percent of the remodel valuation shall to be used toward
accessibility. Provide a financial breakdown on the plans to indicate how much is being used on
accessibility. (IBC 3409.6)
Please include this information on the plans as indicated above
Ok, see note on Plan A001.
7 Please clearly indicate on the plans the proposed use of the oven to determine if a type I hood is
required. Refer to the manufacturer's installation instructions and testing for limitation on use of this
oven without ventilation. IMC 507.2.1
Please include this information on the plans as indicated above. Response indicates note
was added to the plans. Note was not found on the revised plan sheets. Please clarify
Ok, see revised note on Plan A001 and attached menu breakdown.
Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of
a permit, please check all requested information is included with the resubmitted plans
F:\cdev\CHRIS\PERMIT.COMMENTS\B08-0391\608-0391.secondcheck.DOC
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Attention:Vidette Gehl, Leslie Mashburn /�
Owners > � ._�2'� � _ L.� _,_.,._� tp
Big Bear Bistro � r � . _� , .e. . _ �,_ �.... ,�:'s ,�;:;:`, ��! ',€Lp [
304 Hanson Ranch Road, Unit G7 ._,�� ' ___Y _ _� �, _ `�"�'���`'�"�;�� .
Vail,CO 81657
Date 11/7/08
PO Box 5494 PROJECT TITLE:Big Bear Bistro Remodel
va�i,CO 81658 PROJECT DESCRIPTION: Miscellaneous Updates
T 970.376.7811
mikec�vail.net P.O. NUMBER: 110708
INVOICE NUMBER: 110708
TERMS:30 Days
�- . . � s .
�
Platform,Stair,Built in granite countertop and 1 � $2,000.00' $2,000.00
handrail rebuild(materials only) �
��.�................_..._�.. .������ .��..��.�. �. _...,..._w r��e�..�; _..��._.
Drinking water dispenser � 1� $100.00� $100.00
..................w � ,,..,,,,..... ...,,. ., ... g _.,; ... ,. k ......�.
Bathroom Door relocate(matenals only) � 1 � $100 00� $100 00
._____..........m..._�,,,,,,,,,,,,,,�_. _..,.,,,,_.�..�_....._._.__.._ .�< _. ...,__.__......_.._................�..
Hood dismantle(matenals only) � 1! $100 00� $100 00
�Partition wall extensi._.n �w� . _�eme _____�____ _____�..,,,,.., �__._ _ .._. ....
on(materials only) ` 1� $100.00` $100 00
_.._.�._..._.,,,,�,,,,,,,,,,,,,,,,,,,�..__,,.,,.,.�.�.,,,,,�,,. .,,,,,,,,,,,,._ �_......_.._.._� .�...,.., , .._
Kitchen Closet(materials only) ������ 1� $200.00; $200 00
_,_��.,_,_ .,,,,,,. __,.�,_�,�,._..._ � ._,,,.�. �____.__.__...__ � _. _�,.,.�. �,,,,.,,..._.,,,, .. _....._....
Service Counter(materials only) 1 � $300.00; $300.00
������ e� „ �..e� ......... .m..,..... �,.�. 4.�
Kitchen Counter(matenals only) ; 1 $200 00 $200.00
_____._......._.._��.,�.............. _,,�,,,,,,,,,,,,,�.�...,,,,,,,,,, .,,..__.._ _..� .._ .,,,;,.,...._..,._�_„ ;�,,,.,,,,,,� . __...._..
Electrical, Plumbing, Mechanical est. 3€ $2,000.00; $6,000.00
.�._...�._._..�.,�,,.._ ...�,,,,,,...,�.�...,,,,, ..,w,,.�,,,,�.m� ��� .m..�.,....._._...___w. ............
Subtotal� $9,100.00
�_ ._ . .....__ ��._�. _ _�.,,. � ___.._.� � _ ___.� �__. � �
Tax 8.40%? $764.40
______.. _.,_. �_ �.r. r ____�__._____...___._._...............�,,..,.�,..._� ,,,,
Total; $9,864.40
We appreciate the opportunity to earn your business!
Sincerely yours,
Mike Gehl
, . �
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Transmittal Form
Revision Submittals:
1. "Field SeY' of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved &the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour(2 hour minimum), and are due upon issuance.
_ ... . ...._.. . _
_ __. ( ) Revisions
Permit#(s) information applies to: Attention: � Response to Correction Letter
attached copy of correction letter
� G� 2vGt I O Deferred Submittal
a � ( ) Other
Project Address: �c-,�.(�' G./G� �C � � _ Description /List of Changes:
��� ��s� r2�� /�� ���l
' Contact Information
: Company: �� ��Q� �S�U
' Company Ph: 5�"'' 3��- �8�� Fax:
' Contact Name: �r�'� " ""��
' Contact Ph: �t4, 3• • •�'I 4 _CeIL J�'�--
E-Mail: ���- l'� �✓�l " ���
' Town of Vail Contractor Registration No:
v v
^
Signature (required)
Revised ADDITIONAL Valuations (Labor& Materials)
(DO NOT include original valuation)
i Building$
' Plumbing$ (Use additional sheet if necessary)
' Electrical $
' Mechanical$ ; _. . _
` Date Receive� �.____.-.------�"'
Fire Sprinkler/Alarm$ � � �I� �
Total$ D
NOV 2 6 2008
_ . ___ . �,,.,
1`OWIV ���'�,I.I��.a. __.w.
Printable Details Page 1 of 2
...�,� a ' ��� ��1�
Account Number: R030301 c� �,
�'.
Parcel Number: 210108253016 4-9 ��' ,�,� ��
'��'�.t� �
Tax Area: SC103 ��
Mill Levy: 45.5710
Owner NamelAddress: LANDMARK COMMERCIAL DEV CO
610 W LIONSHEAD CIR STE 100
VAIL,CO 81657 ..,.�. ..._„
Legal Description: CONDO:RED LION INN CONDOS UNIT:C-7 � � �? I \�� � 4 �
B K-0 5 7 5 P G-0 0 2 6 M A P 0 3-1 3-9 2 D �},��
BK-0575 PG-0027 DEC 02-28-92 j i�
BK-0575 PG-0029 QCD 03-12-92 N�V 2 6 �o�� ;� j��
R 9 2 3 8 7 7 E A S 0 7-2 6-0 5 i t!
Physical Address: 000304 BRIDGE ST Unit:C7 VAIL AREA � p;�y�,�y '�
��...J Y Ot 1 Li �..o�i °�.rf;�``#�e..
Acres: 0 �.,....�,�.....��.w...._...��,.,
Property Tax Valuation Information
Actual Value Assessed Value Value
Land 134480 39000
Improvements 304890 88420
Total 439370 127420
Sale History
Improvement Information
Residential Buildings: 0
Commercial Buildings: 1
Heated Areas
RETAIL 766.000 —7
Total 766 � l � �Q,�
All Areas
RETAIL 766.000
SPEC PURPOSE 766.000
Building Characteristics(First Improvment In Account)
ABSTRACT_CODE COMMERCIAL CONDO IMP
ACT_YEAR_BLT 1968
ADJUST 85
AIRCOND NONE
ARCH_STYLE RESTAURANT
BASEMENTFINISH NO BASEMENT
BATHS 0.50
BEDROOMS 0.00
BUILDING RATE BS1-116 SPEC PURPOSE
BUILDING_TYPE MERCHANDSNG
CAP_RATE_NORM .09 VAIL
CONST_QUAL GOOD
DEP03 YEAR-1975
EXPENSE NORM EXP-.05
EXTERIOR_WALL BLK STUCCO
FIXTURES 3
FLOOR ASPH TILE
http://fcs.eaglecounty.us/patie/printable_details.cfm 10/15/2008
Printable Details Page 2 of 2
FRAME MASONRY
GARAGE NO GARAGE
HEATING_FUEL GAS
HEATING_TYPE FORCE AIR
INTERIOR_WALL DRYWALL
NEIGHBORHOOD RED LION INN
ROOF COVER BUILT-UP
ROOF_STRUCTURE GABLE/HIP
ROOMS 2
SHAPEO N/A
STORIES STORIES 1.0
SUPER_NBHD VAIL CORE COMMERCIAL
UNITS 1
USE_CODE COMMERCIAL
VACANCY NORM VAC-.05
WALL_FIN N/A
Tax History
Tax Year Transaction Type Amount
2007 Tax Amount 5806.64
2007 Tax Payment:Whole -5806.64
2006 Tax Amount 6323.20
2006 Tax Payment:Whole -6323.20
2005 Tax Amount 5904.78
2005 Tax Payment:Whole -5904.78
2004 Tax Amount 6080.36
2004 Tax Payment:Whole -6080.36
2003 Tax Amount 5933.44
2003 Tax Payment:Whole -5933.44
http://fcs.eaglecounty.us/patie/printable_details.cfm 10/15/2008
MEANS OF EGRESS
�r �r ;.I.� i�.
..�.��
rI ' �
L`-C��, � i f i i :� � ��� I�
1003.3.4 Clear width.Protruding obj s hali not reduce 1004�14 Actual number.The actual number of occupants
the minimum clear width of accessible s as re uire i � for � h each occupied space, floor or building is de-
Section 1104. ��� �� oQa sign� �I ,
1003.4 Floor surface.Walking surfaces of eans of egress 1004:I.2�filumber by Table 1004.1.2.The number of occu-
shall have a slip-resistant surface and be s a urel.����t��c�. � ,� �,r »��nts computed at the rate of one occupant per unit of area as
1003.5 Elevation change.Where changes in-e1 }orr�crrfiess �' �rescribed in Table 1004.1.2.
than 12 inches (305 mm)exist in the means of egress, sloped TABLE 1004.1.2
surfaces shall be used.Where the slope is greater than one unit MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
vertical in 20 units horizontal(5-percent slope),iaiTlpS C�TT1pIy- FLOOR AREA IN SQ.FT.
ing with Section 1010 shall be used.Where the difference in el- occuPaNCV PER OCCUPANT
evation is 6 inches(152 mm)or less,the ramp shall be eqtiipped A ricultural buildin 30o ross
with either handrails or floor finish materials that contrast with Aircrafc han ars 50o ross
adjacent floor finish materials. Airpon tenninal
Exceptions' Baggage claim 20 gross
� Baggage handling 300 gross
1. A single step with a maximum riser height of 7 inches Concourse loo gross
(178 mm)is permitted for buildings with occupancies Waitin azeas 15 ross
in Groups F,H,R-2 and R-3 as applicable in Section assen,b�y
101.2, and Groups S and U at exterior doors not re- Gamin floors(keno,slocs,etc. 1 t ross
quired to be accessible by Chapter 11. asSen,bt w�rh fiXed seac� See Section]004.�
2. A stair with a single riser or with two risers and a tread assembly wichonc fiXed seacs
is permitted at locations not required to be accessible Concentrated(chairs only—not fixedj 7 nec
by Chapter 11, provided that the risers and treads Standing space 5 net
comply with Section 1009.3, the minimum depth of Unconcencraced(cables and cha;rs> �5 nec
the tread is 13 inches(330 mm)and at least one hand- sowling centers,allow 5 persons for each lane
rail complying with Section 1009.1 I is provided �pcluding 15 feet of runway,and for additional
areas 7 net
within 30 inches (762 mm) of the centerline of the
normal path of egress travel on the stair. sus�,ess�reas 10o ross
3. An aisle serving seating that has a difference in eleva- Courtrooms—orher chan fixed seacin areas 40 net
tion less than 12 inches('305 mm)is permitted at loca- Dormicories 50 ross
tions not required to be aecessible by Chapter 11, Educat;onal
provided that the risers and treads comply with Sec- Ciassroom area zo nec
tion 1024.l 1 and the aisle is provided with a handrail Sho s and other voc;ational room areas 5o nec
Complying with SeCtion 1024.13. Exerciserooms 50 ross
Any change in elevation in a corridor serving nonambulatory H-5 Fabrication and manufacturin areas 20o ross
persons in a Group I-2 occupancy shall be by means of a ramp Industrial areas 10o ross
or sloped walkway. Institutional areas
1003.6 Means of e ress continuit .The ath of e ress travel Inpacienc creacmenc areas 240 gross
g y p g Outpatient areas 100 gross
along a means of egress shall not be interrupted by any building sie� �n areas izo �oss
element other than a means of egress component as specified in Kicchens,commercial 2(� ross
this chapter. Obstructions shall not be placed in the required
width of a means of egress except projections permitted by this Library
Reading rooms 50 net
chapter. The required capacity of a means of egress system scack area 10o ross
shall not be diminished along the path of egress travel. Locker rooms 50 ross
1003.'7 Elevators,escalators and moving walks.Elevators,0S- Mercantile
calators and moving walks shall not be used as a component of a Areas on ocher floors 6o gross
required means of egress from any other part of the buiiding. Basemenc anfl�rade floor areas 30 gross
Stora e,stock,shi in areas 300 ross
Exception:Elevators used as an accessible means of egress
in accordance with Section 1007.4. Par�n° azaaes 20o ross
Residential 200 ross
Skating rinks,swimming pools
' SECTION 1004 Rink and pool 5o gross
OCCUPANT LOAD Decks 15 ross
1004.1 Design occupant load.In determining means of egress sca es anfl lacfor� 15 net
requirements, the number of occupants for whom means of Accessory scorage areas,n,echanica]
egress facilities shall be provided shall be established by the e ui menc room 300 oss
largest number computed in accordance with Sections �'arehouses 50o aross
1004.1.1 through 1004.1.3. For SI: 1 square foot=0.0929 m�.
2003 INTERNATIONAL BUILDING CODE� ��� ���— � 1 � � ��� � 1_✓ — �� 195
...,...._r.v....,�...__..�
� (� � [�, �i �✓,� f�
CHAPTER 29 NOV 2 6 Z�08 J
,
PLUMBING SYSTE - �-�-��
��.,_. ����1� C,�� ��I��:� ;
SECTION 2901 [P] SECTION 2902
GENERAL MINIMUM PLUMBING FACILITIES
2901.1 Scope.The provisions of this chapter and the Inter�zn- 2902.1 Minimum number of fixtures. Plumbing fixtures
tional Plumbing Code shall govern the erection,installation,al- shall be provided for the type of occupancy and in the minimum
teration, repairs, relocation, replacement, addition to, use or number shown in Table 2902.] Types of occupancies not
maintenance of piumbing equipment and systems. Plumbing shown in Table 2902.1 shall be considered individually by the
systems and equipment shall be constructed, installed and building official.The number of occupants shall be determined
maintained in accordance with the International Pl«mbing by this code. Occupancy classification shall be determined in
Code.Private sewage disposal systems shall conform to the In- accordance with Chapter 3.
ternational Private Sewage I�isposal Code.
TABLE 2902.1
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESe
WATER CLOSETS DRINKING
(SEE SECTION 419.2 OF THE FOUNTAINS
INTERNATIONAL PLUMBING (SEE SECTION
CODE FOR URINALS) LAVATORIES 410.1 OF THE
BATHUBS NVTERNATIONAL
USE OR PLUMBtNG
No. CLASSIFICATION GROUP DESCRIPTION MALE FEMALE MALE FEMALE SHOWERS OTHER
1'heaters usually with
tixed seats and other 1
A-1 buiidiugs for the 1 per 125 1 per 65 1 per 200 — 1 per 500 service
perforrnina arts and sink
motion ictures
Nightclubs,bars,taverns, I
dance halls and buildings 1 per 40 1 per 40 I per 75 — I per 500 service
for similar u oses sink
A-2
Restaurants,banquet �
halls and food courts �per 75 1 per 75 1 per 200 — I per 500 service
sink
Auditoriums without
pernianent seating,art
galleries,exhibition �
halls,museums,lecture �Per l25 1 per 65 1 per 200 — 1 per 500 service
A-3
halls,libraries,arcades sink
Assembly and nmasiums
� (see Sections �
2902.2,2902.5 Passenger terminals and 1 per 500 1 per 500 1 per 750 — 1 per 1,000 service
and 2902.6) transportation facilities sink
Places of worship and �
A-3 �ther religious services. �per 150 1 per 75 1 per 200 — I per 1,000 service
Churches without
assembl halls sink
Coliseums,arenas, �Per 75 for the 1 per 40 for the
skating rinks,pools aod �rst 1,500 and first 1,500 and �
A-4 tennis courts for indoor 1 per 120 for 1 per 60 for the ��er 200 1 per l50 — l per I,000 service
spoRing events and the remainder remainder sink
activities exceeding exceeding
1,500 1,500
Stadiums,amusement 1 per 75 for the 1 per 40 for the
parks,bleachers and first 1,500 and first I,500 and 1
A-5 grandstands for outdoor I per 120 for 1 per 60 far the �Per 200 1 per I50 — I per],000 service
the remainder remainder
sporting events and sink
activities exceeding exceeding
1,500 1,500
(conrinued)
2003 INTERNATIONAL BUILDING CODE� 547
.�... r `1 J. � �
MEANS OF EGRESS --' ;l� � �i \\;'/ �I r��
D , �
� �OV �fi 2005 ' ���
��, ,.���
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' SECTION 1009 : 5 In occu�ancies in Group R-3,as applicable in Section
� ' �.��,��"�� '.s�� ��=��.�01.2,�ithin dwelling units in occupancies in Group
1009.1 Stairway,width.TS AND H�ANDRAIy �
shall be deter- � �R-2, as applicable in Section 101.2,and in occupan-
mined as specified in Section 1005.1,but such width shall not cies in Group U,which are accessory to an occupancy
be less than 44 inches(1118 mm).See Section 1007.3 for ac- in Group R-3,as applicable in Section 101.2,the max-
cessible means of egress stairways. imum riser height shall be 7.75 inches(197 mm)and
the minimum tread depth shall be 10 inches (254
Exceptions: mm),the minimum winder tread depth at the walk line
1. Stairways serving an occupant load of SU or less shall shall be 10 inches (254 mm), and the minimum
have a width of not]ess than 36 inches(914 mm). winder tread depth shall be 6 inches(152 mm).A nos-
ing not less than 0.75 inch (19.1 mm) but not more
2. Spiral stairways as provided for in Section 1009.9. than 125 inches(32 mm)shall be provided on stair-
3. Aisle stairs complying with Section 1024. ways with solid risers where the tread depth is less
4. Where a stairway lift is installed on stairways serving than 11 inches(279 mm).
occupancies in Group R-3,or within dwelling units in (. See the International Existin�Building Code for the
occupancies in Group R-2,both as applicable in Seo- replacement of existing stairways.
tion 101.2, a clear passage width not less than 20 1009.3.1 Dimensional uniformity. Stair treads and risers
inches (508 mm) shall be provided. If the seat and shall be of uniform size and shape. The tolerance between
platform can be folded when not in use,the distance the largest and smallest riser or between the largest and
shail be measured from the folded position. smallest tread shall not exceed 0.375 inch(9.5 mm) in any
1009.2 Headroom. Stairways shall have a minimum head- flight of stairs.
room clearance of 80 inches (2032 mm) measured vertically Exceptions:
from a line connecting the edge of the nosings.Such headroom
shall be continuous above the stairway to the point where the 1. Nonuniform riser dimensions of aisle stairs com-
line intersects the landing below, one tread depth beyond the plying with Section 1024.11.2.
bottom riser.The minimum clearance shall be maintained the 2. Consistently shaped winders,complying with Sec-
full width of the stairway and landing. tion 1009.8, differing from rectangular treads in
Exception: Spiral stairways complying with Section the same stairway flight.
10099 are permitted a 78-inch(1981 mm)headroom clear- Where the bottom or top riser adjoins a sloping public
ance. way,walkway or driveway having an established grade and
1009.3 Stair treads and risers. Stair riser heights shall be 7 serving as a landing,the bottom or top riser is permitted to
inches(178 mm)maximum and 4 inches(102 mm)minimum. be reduced along the slope to less than 4 inches(102 mm)in
Stair tread depths shall be 11 inches(279 mm)minimum.The height with the variation in height of the bottom or top riser
riser height shall be measured vertically between the leading not to exceed one unit vertical in 12 units horizontal(8-per-
edges of adjacent treads. The greatest riser height within any cent slope)of stairway width.The nosings or leading edges
flight of stairs shall not exceed the smallest by more than 0.375 of treads at such nonuniform height risers shall have a dis-
inch(9.5 mm).The tread depth shall be measured horizontally tinctive marking stripe, different from any other nosing
between the vertical planes of the foremost projection of adja- marking provided on the stair flight.The distinctive mark-
cent treads and at right angle to the tread's leading edge. The ing stripe shall be visible in descent of the stair and shall
greatest tread depth within any flight of stairs shall not exceed have a slip-resistant surface. Marking stripes shall have a
the smallest by more than 0.375 inch(9.5 mm).Winder treads �'idth of at least l inch(25 mm)but not more than 2 inches
shall have a minimum tread depth of 11 inches(279 mm)mea- (51 mm).
sured at a right angle to the tread's leading edge at a point ]2 1009.3.2 Profile.The radius of curvature at the leading edge
inches (305 mm)from the side where the treads are narrower of the tread shall be not greater than 0.5 inch (12.7 mm).
and a minimum tread depth of 10 inches(254 mm).The great- Beveling of nosings shall not exceed 0.5 inch (12.7 mm).
est winder tread depth at the 12-inch(305 mm)walk line within Risers shall be solid and vertical or sloped from the under-
any flight of stairs shall not exceed the smallest by more than side of the leading edge of the tread above at an angle not
0.375 inch(9.5 mm). more than 30 degrees(OS2 rad)from the vertical.The lead-
Exceptions• ing edge(nosings)of treads shall project not more than 125
' inches(32 mm)beyond the tread below and all projections
1. Circular stairways in accordance with Section of the leading edges shall be of uniform size,including the
1009.7. leading edge of the floor at the top of a flight.
2. Winders in accordance with Section 1009.8. Exceptions:
3. Spiral stairways in accordance with Section 1009.9. 1. Solid risers are not required for stairways that are
4. Aisle stairs in assembly seating areas where the stair not required to comply with Section 1007.3,pro-
pitch or slope is set,for sightline reasons,by the slope vided that the opening between treads does not per-
of the adjacent seating area in accordance with Sec- mit the passage of a sphere with a diameter of 4
tion 1024.11.2. inches(102 mm).
204 2003 INTERNATIONAL BUILDING CODE�
MEANS OF EGRESS
� �� ir� i j� v i i , `�'�
�
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2. Solid risers are not required for �anc��i ��10a��Spir��y� `irways.Spiral stairways are permitted to be
Group I-3. � �!, used as a comps �ent in the means of egress only within dwell-
1009.4 Stairway landings.There shall be a flo�r or l�ly,n a� ing units or from�space not more than 250 square feet(23 mz)
the top and bottom of each stairway.The width of landings`s'fi�all °�����servir�g not more than five occupants,or from gal-
not be less than the width of stairways they serve.Every landing Teries,+catwalks and gridirons in accordance with Section
shall have a minimum dimension measured in the direction of 1014.6.
travel equal to the width of the stairway.Such dimension need A spiral stairway shall have a 7.5-inch(191 mm)minimum
not exceed 48 inches (1219 mm) where the stairway has a clear tread depth at a point 12 inches(305 mm)from the nan-ow
straight run. edge.The risers shall be sufficient to provide a headroom of 78
Exceptions: inches(1981 mm)minimum,but riser height shall not be more
than 9.5 inches(241 mm).The minimum stairway width shall
l. Aisle stairs complying with Section . � be 26 inches(660 mm).
2. Doars opening onto a la ' g shall not reduce the
landing to less tha e- alf the required width.W hen 1009.10 Alternating tread devices.Alternating tread devices
fully ope door shall not project more than 7 are limited to an element of a means of egress in buildings of
' . 178 mm)into a landing. Groups F,H and S from a mezzanine not more than 250 square
feet(23 m)in area and which serves not more than five occu-
1009.5 Stairway construction.All stairways shall be built of pants; in buildings of Group I-3 from a guard tower,observa-
materials consistent with the types permitted for the type of tion station or control room not more than 250 square feet(23
construction of the building, except that wood handrails shall m2)in area and for access to unoccupied roofs.
be permitted for all types of construction.
1009.10.1 Handrails of alternating tread devices.Hand-
1009.5.1 Stairway walking surface. The walking surface rails shall be provided on both sides of alternating tread de-
of treads and landings of a stairway shall not be sloped vices and shall conform to Section 1009.11.
steeper than one unit vertical in 48 units horizontal(2-per-
cent slope) in any direction. Stairway treads and landings 100910.2 Treads of alternating tread devices. Alter-
shall have a solid surface.Finish floor surfaces shall be se- nating tread devices shall have a minimum projected tread
curely attached. of 5 inches(127 mm),a minimum tread depth of 8.5 inches
Exception:In Group F,H and S occupancies,other than �2�6 mm),a minimum tread width of 7 inches(178 mm)and
areas of parking structures accessible to the public,open- a maximum riser height of 9.5 inches(24l mm).The initial
ings in treads and landings shall not be prohibited pro- tread of the device shall begin at the same elevation as the
vided a sphere with a diameter of 1'/$ inches (29 mm) platform,landing or floor surface.
cannot pass through the opening. Exception:Alternating tread devices used as an element
1009.5.2 Outdoor conditions.Outdoor stairways and out- �f a means of egress in buildings from a mezzanine area
door approaches to stairways shall be designed so that water not more than 250 square feet (23 m'-) in area which
will not accumulate on walking surfaces.In other than occu- serves not more than five occupants shall have a mini-
pancies in Group R-3,and occupancies in Group U that are mum projected tread of 8.5 inches(216 mm)with a mini-
accessory to an occupancy in Group R-3,treads,platforms mum tread depth of 10.5 inches(267 mm).The rise to the
and landings that are part of exterior stairways in climates next alternating tread surface should not be more than 8
subject to snow or ice shall be protected to prevent the accu- inches(203 mm).
mulation of same. 1009.11 Handrails. Stairways shall have handrails on each
1009.6 Vertical rise.A flight of stairs shall not have a vertical side.Handrails shall be adequate in strength and attachment in
rise greater than 12 feet (3658 mm) between floor levels or accordance with Section 1607.7. Handrails for ramps, where
landings. required by Section 1010.8,shall comply with this section.
Exception: Aisle stairs complying with Section 1024. Exceptions:
1009.7 Circular stairways. Circular stairways shall have a 1. Aisle stairs complying with Section 1024 provided
minimum tread depth and a maximum riser height in accor- with a center handrail need not have additional hand-
dance with Section 1009.3 and the smaller radius shail not be rails.
less than twice the width of the stairway.The minimum tread 2, Stairways within dwelling units,spiral stairways and
depth measured 12 inches(305 mm)from the narrower end of aisle stairs serving seating only on one side are per-
the tread shall not be less than 11 inches(279 mm).The mini- mitted to have a handrail on one side only.
mum tread depth at the narrow end shall not be less than 10
inches(254 mm). 3. Decks,patios and walkways that have a single change
in elevation where the landing depth on each side of
Exception:For occupancies in Group R-3,and within indi- the change of elevation is greater than what is required
vidual dwelling units in occupancies in Group R-2,both as for a landing do not r.equire handrails.
applicable in Section 101.2. 4. In Group R-3 occupancies,a change in elevation con-
1009.8 Winders.Winders are not permitted in means of egress sisting of a single riser at an entrance or egress door
stairways except within a dwelling unit. does not require handrails.
2003 INTERNATIONAL BUILDING CODE� 205
,BXUV.U448 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 3
�� nw�iNF r.FatiFir.arinus n�REGT�RY
BXUV.U448 ����;�; ��' '�'
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Fire Resistance Ratings - ANSI/� �,���_ ���
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Design/System/Construction/Assembly Usage Disclaimer
• Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL
Listed or Classified products,equipment,system,devices,and materials.
• Authorities Having Jurisdiction should be consulted before construction.
• Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with
applicable requirements.The published information cannot always address every construction nuance encountered in the field.
• When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product
manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each
product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate
methods of construction.
• Only products which bear UL's Mark are considered as Classified,Listed,or Recognized.
Fire Resistance Ratings - ANSI/UL 263
See General Information for Fire Resistance Ratings-ANSI/UL 263 "°°'�"""A °'""` """"" "'""" �""`'
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1. Floor and Ceiling Channel—2-1/2 in.wide by 1-3/8 in.deep channel,0.021 (25 MSG)9alvanized steel,attached with
screws spaced 24 in.OC.
2.Steel Studs—2-1/2 in.wide by 1-3/8 in.deep channel sections with 1/4 in. lip on each flange tip,0.021 in.(25 MSG)
galvanized steel studs spaced 24 in.OC.
3. Batts and Blankets* — 1-1/2 in.thick mineral wool batts supplied in 2 by 4 ft batts; attached to wallboard with staples
18 in.OC.
ROCK WOOL MANUFACTURING CO—Delta Board.
ROXUL ASIA SDN BHD—(Staples optional).
ROXUL INC—(Staples optional).
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BXUV.U448 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 3
THERMAFIBER INC—Type SAFB.
4.Gypsum Board*— 1/2 in.thick,4 ft wide,attached to steel studs and floor and ceiling track with 0.127 in.diam self-
drilling,self-tapping screws, 1 in. long spaced 8 in.OC along edges of board and 12 in.OC in the field of the board.Joints
oriented vertically and staggered on opposite sides of the assembly.
AMERICAN GYPSUM CO—Types AG-C.
CERTAINTEED GYPSUM INC—ProRoc Type C.
CERTAINTEED GYPSUM CANADA INC—ProROC Type C.
CANADIAN GYPSUM COMPANY—Types C,IP-X2,IPC-AR.
GEORGIA-PACIFIC GYPSUM L L C—Type 5.
LAPARGE NORTH AMERICA INC—Type LGFGC,LGFGC/A.
NATIONAL GYPSUM CO—Types FSK-C,FSW-C, FSMR-C.
PABCO BUILDING PRODUCTS L L C,DBA
PABCO GYPSUM—Type PG-C.
PANEL REY S A—Type PRC
TEMPLE-INLAND FOREST PRODUCTS CORP—Type TG-C.
UNITED STATES GYPSUM CO—Types C,IP-X2,IPC-AR.
USG MEXICO S A DE C V—Types C,IP-X2,IPC-AR.
5.Joint Tape and Compound—Vinyl,dry or premixed joint compound,applied in two coats to joints and screw heads;
paper tape,2 in.wide,embedded in first layer of compound over ali joints.As an alternate,nominal 3/32 in.thick gypsum
veneer piaster may be applied to the entire surface of Classified veneer baseboard.Joints reinforced.
*Bearing the UL Classification Mark
Last Updated on 2008-07-08
Ouestions? Notice of Disclaimer Page Top
Coovriaht n 2008 Underwriters Laboretories Incp
The appearence of a company's name or product in this database does not in itself assure that products so identified have been manufactured
under UL's Foliow-Up Service.Only 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 in the Online Certification Directory subject to the following conditions: 1.The Guide
Information,Designs and/or Listings(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 include a copyright notice in the following format: "Copyright O
2008 Underwriters Laboratories Inc.�"
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.,BXUV.U448 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 3
An independert organization working for a sater world with integrity, precision and knowledge.
� ��
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BXUV.J917 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 6
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BXUV.7917
Fire Resistance Ratings - ANSI/UL 263
Paae Bottom
Design/System/Construction/Assembly Usage Disclaimer
• Authorities Having]urisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL
Listed or Classified products,equipment,system,devices,and materials.
• Authorities Having Jurisdiction should be consulted before construction.
• Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with
applicable requirements.The published information cannot always address every construction nuance encountered in the field.
• When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product
manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each
product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate
methods of construction.
• Only products which bear UL's Mark are considered as Classified,Listed,or Recognized.
Fire Resistance Ratings - ANSI/UL 263
�=.�z(il ��n `_.r� .I.n...�.�
See Generel Information for Fire Resistance Ratings-ANSI/UL 263 �r� � I�� , \`��; �'�
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Design No.7917 �
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September 09,2008 � �� ', �1 �
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Restrained Assembly Rating—2 Hr.(See Item i) � ��`��;�� ��� s`;�,��;ti
Unrestrained Assembly Rating— 1 and 1-1/2 Hr.(See Item 2)
Load Restricted for Canadian Applications—See Guide BXUV7
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BXUV.J917 - Fire Resistance Ratings - ANSI/LJL 263 Page 2 of 6
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�n� I�eta�! , �n� ��toil
1.Concrete Topping—3000 psi compressive strength, 110 to 153 pcf unit weight. Normal weight concrete.
lA. Floor Topping Mixture*—(Alternate to concrete topping)8 gal max water to 80 Ibs min of floor topping mixture*
to 220 Ibs max of sand.Com ressive stren th 1000 si.
Topping
Rating-Hr Thk-In
R U Concrete Gypsum
1 1 0 0
1-1/2 1-1/2 1 1/2
2 1-1/2 2 1
HACKER INDUSTRIES INC—Firm-Fill Gypsum Concrete,Firm-Fill 2010,Firm-Fill 4010, Firm-Fill High Strength and Gyp-
Span Radiant,Firm-Fill 3310.
Floor Mat Materials*—(Optional) —Floor mat material nom 6 mm thick adhered to subfloor with Hacker Floor Primer.
Primer to be apptied to the surFace of the mat prior to the placement of floor-topping mixture. Floor topping thickness a min
1 in.over the floor mat.
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 the placement of a min 1-1/2 in.of floor-topping
mixture.
HACKER INDUSTRIES INC—Type Hacker Sound-Mat II.
Alternate Floor Mat Materials*—(Optional)—Floor mat material nom 1/4 in,thick loose laid over the subfloor. Fioor
topping thickness shall be a min of 1 in.
HACKER INDUSTRIES INC—Type Quiet Qurl 55/025
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BXUV.J917 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 6
Alternate Floor Mat Materials* —(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
Alternate Floor Mat Materials* —(Optional)—Fioor mat material nom 3/4 in.thick loose laid over the subfloor. Floor
topping thickness shali be a min of 1-1/2 in.
HACKER INDUSTRIES INC—Type Quiet Qurl 65/075
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 materiai. Hacker Floor Primer to be applied prior to the placement of the metal lath.
When metal lath is used,floor topping thickness a nom 1-1/4 in.over the floor mat.
1B. Floor Topping Mixture*—Alternate to Items 1 and lA,3 to 7 gal of water mixed with 80 Ibs of floor topping mixture
and 1.0 to 2.1 cu ft of sand.Com ressive stren th to be 1000 si min.
Rating Hr
Topping
Restrai�ed Unrestrained Thkns In.
1 1 0
1-1/2 1-1/2 1/2
2 1-1/2 1
MAXXON CORP—Type D-C,GC,GC 2000,L-R,T-F,or CT.
Floor Mat Materials*—Floor mat material nom 1/4 in.thick loose laid over the subfloor. Maxxon Floor Primer to be
appiied to the surface of the mat prior to the floor topping placement. Floor topping thickness a min 1 in.over the floor
mat.
MAXXON CORP—Type Acousti-Mat II.
Alternate 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.Fioor topping mixture shall be min 1-1/2 in.
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*—
(Optional)—Nom 0.4 in.thick floor mat materiai loose laid over the subfloor. Maxxon Floor Primer to be applied to the
surface of the mat 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 Creck Suppression Mat(CSM)
1C. Floor Topping Mi�cture* —Aiternate to Items 1, lA and SB,Compressive strength to be 1200 psi min.Refer to
manufacturer's instructions accom an in the material for s ecific mix desi n.
Rating Hr
Topping
Restrained Unrestrained Thkns In.
1 1 0
1-1/2 1-1/2 1/2
2 1-1/2 1
UNITED STATES GYPSUM CO—Type LRK
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BXUV.J917 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 6
Floor Mat Materials* —(Optional)-Floor mat material nom 0.4 in.thick loose laid over the subfloor.Floor topping
thickness a min 1 in. over the floor mat.
UNITED STATES GYPSUM CO—Levelrock Brand Sound Reduction Mat
Alternate Floor Mat Materials*—(Optional)-Floor mat material ranging from 3/8 in.to 3/4 in.thick loose laid over the
subfloor. Min floor topping thickness over the floor mat as required for Floor Topping Mixture*.
UNITED STATES GYPSUM CO—Levelrock Brand Sound Reduction Board
Alternate Floor Mat Materials*—(Optionai)-Floor mat material nom 1/4 in.thick loose laid over the subfloor. Min fioor
topping thickness over the floor mat as required for Floor Topping Mixture*.
UNITED STATES GYPSUM CO—Levelrock Brand Floor Underlayment SRM-25
Alternate Floor Mat Materials*—(Optional)-Floor mat materiai nom 3/8 in.thick loose laid over the subfloor. Min fioor
topping thickness over the floor mat as required for Floor Topping Mixture*.
SOLUTIA INC—Type SC50
1D.Floor Topping Mixture*—Alternate to Items 1, lA, 1B,and SC.Compressive strength to be 3000 psi min. Refer to
manufacturer's instructions accom an in the material for s ecific mix desi n.
Rating Hr
Topping
Restrained Unrestrained Thkns In.
1 1 0
1-1/2 1-1/2 1/2
2 1-1/2 1
UNITED STATES GYPSUM CO—Type HSLRK
Floor Mat Materials* —(Optional)-Floor mat material nom 0.4 in.thick loose laid over the subfloor.Floor topping
thickness a min 1 in. over the floor mat.
UNITED STATES GYPSUM CO—Levelrock Brand Sound Reduction Mat
Alternate Floor Mat Materials* —(Optional)-Floor mat material ranging from 3/8 in.to 3/4 in.thick loose laid over the
subfloor.Min floor topping thickness over the floor mat as required for Floor Topping Mixture*.
UNITED STATES GYPSUM CO—Levelrock Brand Sound Reduction Board
Alternate Floor Mat Materials* —(Optional)-Floor mat material nom 1/4 in.thick loose laid over the subfloor. Min floor
topping thickness over the floor mat as required for Floor Topping Mixture*.
UNITED STATES GYPSUM CO—Levelrock Brend Floor Underlayment SRM-25
Alternate Floor Mat Materials* —(Optional)-Floor mat material nom 3/8 in.thick loose laid over the subfloor. Min floor
topping thickness over the floor mat as required for Floor Topping Mixture*.
SOWTIA INC—Type SC50
lE. Floor Topping Mixture*—Alternate to Items, lA, 16, SC,and 1D.4 to 7 gai of water mixed with 80 Ibs of floor
topping mixture and 1.4 to 1.9 cu ft of sand.Compressive strength to be 1200 psi min. Min thickness to be 3/4 in.
RAPID FLOOR SYSTEMS—Type RF, RFP,RFU,RFR,Ortecrete .
Floor Mat Materials*—(Optional)-Floor mat material nom 1/4 in.thick loose laid over the subfloor. Maxxon Floor Primer
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BXUV.J917 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 6
to be apptied to the surface of the mat prior to the fioor topping placement. Floor topping thickness a min 1 in.over the
Floor mat.
MAXXON CORP—Type Acousti-Mat II.
Alternate 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 1-1/2 in.
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* —
(Optional)—Nom 0.4 in.thick floor mat material loose laid over the subFloor. Maxxon Floor Primer to be applied to the
surface of the mat prior to the floor topping piacement. 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)
1F. Floor Topping Mixture* —Alternate to Items 1, lA, 16, SC, 1D,and SE.Compressive strength to be 1000 psi min.
Thickness to be 3/4 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design.
ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Accu-Crete,AccuRadiant
Alternate Floor Mat Material* -(Optional)-Floor mat material nominal 2-9.5 mm thick loose laid over the subfloor.
Floor topping shail be a min of 3/4 in.
ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Type AccuQuiet P80,Type AccuQuiet C40,Type AccuQuiet RSM 20,
Type AccuQuiet RSM 32,Type AccuQuiet RSM 48,Type AccuQuiet RSM 64,and Type AccuQuiet RSM 120
SH.Alternate to Items i,lA,16,1C,iD, lE,iF,and iH,Floor Topping Mixture* —Compressive strength to be
2100 psi min.Thickness to be 3/4 in.min. Refer to manufacturer's instructions accompanying the material for specific mix
design.
MAXIT INC—Maxit 493
2. Precast Concrete Units* —Carbonate,siliceous,or lightweight aggregate.4 or 8 ft wide units with cross section
similar to the above illustration.Min strand cover to be 3/4 in.for 1 hr or 1-5/8 in.for 1-1/2 hr unrestreined assembly
ratings.Openings may be provided through the units for piping,ducts,or similar services and should be suitably enclosed
with constructions having at least equai resistance,acceptable to authorities having jurisdiction.
IOWA PRESTRESSED CONCRETE INC
KNOXVILLE CAST STONE INC
OLDCASTLE PRECAST INC
3. End Details—Restrained and unrestrained,—Min Bearing 1-1/2 in.
4.Grout—Sand-cement type,3500 psi compressive strength. For a grout stop,compressible material may be placed at
bottom of the joint before applying grout.
*Bearing the UL Classification Mark
Last Updated on 2008-09-09
Ouestions? Notice of Disclaimer Paae Top
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BXUV.J917 - Fire Resistance Ratings - ANSI/UL 263 Page 6 of 6
Coovriaht n 2008 Underwriters Laboretories Inc.p
The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured
under UL's Follow-Up Service.Only 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 in the Online Certification Directory subject to the following conditions: 1.The Guide
Information,Designs and/or Listings(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 include a copyright notice in the following format: "Copyright O
2008 Underwriters Laboratories Inc.�"
An indepentlent organizaticn e�orking for a safer world with integrity, precision and knowledge.
i.
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VM�F�Rg
� Vail Fire Department
F�� ��e Asbestos Testing& Abatement Requirements
�ENCY 8E�
Asbestos testing and abatement protects workers,homeowners, neighbors and emergency services responders from
exposure to harmful asbestos.The Town of Vail asbestos abatement program is in addition to the State of Colorado's
regulations.It is your responsibility to be in compliance with fhe State.Please contact the State directfy for their
requirements at the confact info listed below.
When is asbestos testins� reauired?
ANY building projects disturbing more than these threshold levels af building materials require
asbestos testing:
One-and Two-Family Dwellings: 30 square feet
Atl Others: 160 square feet � ���/ 3 �� � r�/�cr/ �n .�� � a a.� �'-
�/
Asbestos testing results must be provided with your application for a building permit.
Tests which identify POSITIVE results at more than 1% require abatement by a State-certified and
Vaii-registered abatement contractor. An asbestos abatement permit must be approved, and the
ciearance letter must be submitted to the Town of Vail befare the building permit will be issued.
Project Checklist
My project falls into the categary checked below:
Will not disturb more than the threshold limits identifred above
Tested negative, or at 1%or below(2 copies of test results included)
� Tested positive at more than 1%, requires abatement(2 copies of test results
included
Tips&Facts:
• Even recent construction projects may include asbestos-containing materials,so buiidings of a�r y age require
testing.
• 'rhe"1989 Ban"on asbestos-containing materials is commonly misunderstood."In fact, in 1991 the U.S.Fifth
Circuit Court of Appeals vacated much of the so-called"Asbestos Ban and PhaseouY'rule and remanded it to
the EPA.Thus,much of the original 1989 EPA ban on the U.S.manufacturing,importation,processing,or
distribution in commerce of many asbestos-containing product categories was set aside and did not talce effect."
-CDPHE
Asbestos test results and abatement permit applications should be submitted to:Town of Vail,
Community Development, 75 S �rontage Rd, Vail, CO, 81657.
Town of Vail Contact: State of Colorado Contact:
David Rhoades, Fire Inspector Colorado Department of Pubiic Health
Vail Fire Department and Environment
75 S Frontage Rd Asbestos Compliance Assistance G -
drhoades@vailgov.com 303-692-3158 �' � ��' � �
970-477-3454 asbestos(�state.CO.us � � � r�
www.vail�ov.com www.cdphe.state.co.us D
NOV 1 0 2008
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Big Bear Bistro
Menu
Breakfast
Espresso, Coffee drinks, Hot Chocolate, Assorted Teas, Juices, Smothies
Scones, Pastries, Croissants, Muffins, Bagels (externally sourced)
Breakfast Burritos, Crepes, Egg Sandwiches
Lunch
Coffee & Chocolate Drinks, Teas, Sodas, Juices, Smoothies
Soup of the Day, Chili w/bread
Assorted Sandwiches, Paninis, Crepes
Green Salads, Pasta Salads
Cookies, Brownies
Apres
All beverages above, Wine, Beer
Cheese Plates, Crudites, Antipasti, Bruschettas
Pita Chips & Dips
r
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Department of Community Deve%pment
Building Safety and Inspection Services
75 South Frontage Road
�ail, Co%rado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
TO: Contractor/Applicant Architect
Gehl Homes KH Webb
Michael Gehl proj# n/a
FAX/Email #: mike@vail.net Lauren@khwebb.com
NUMBER OF PAGES: 3
FROM: Chris Gunion, Building Plans Examiner
DATE: 11/21/2008
BUILDING PERMIT #: B08-0391
OWNERS NAME: LANDMARK COMMERCIAL DEV CO
SITE ADDRESS: 304 Bridge Street C-7
OCCUPANCY GROUP: A2
TYPE OF CONSTRUCTION: VA
NUMBER OF STORIES: existing
BUILDING AREA: 679 s.f. space
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003 International Residential Code, 2003 International Mechanical
Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International
Energy Conservation Code and 2008 National Electrical Code as modified and adopted by the Town of
Vail.
The fo/%wing comments wi//need to be addressed prior to issuance of a bui/ding permit:
For processing:
• Please submit four complete sets of revised construction documents containing the requested
information with all plan revision items clouded or otherwise identified. Partial plan sets or
loose plan sheets are not accepted.
• Please respond in writing to each comment with a response letter stamped and signed by the
architect and/or engineer. Indicate which plan sheet, detail, specification, or calculation shows
the requested information. Please resubmit complete plan revisions, response letter and
a Town of Vail transmittal form to the Town of Vail Community Development Office.
• Please be sure to include on the resubmittal the architect's stamp and or engineer's stam�
siqnature, reqistration number and date on all sheets of the plans.
Building Department Comments:
1 The application for this re-model indicates an $8000 project valuation. The valuation appears
underestimated on the application. The applicant shall be required to provide the estimates and/or
contract for the job and a stamped letter from the design professional in responsible charge
indicating the building valuation is correct per the scope of work indicated on the construction
documents. (IBC 108.3)
2 Please clearly show proposed new walls on the plans.
3 Please provide an accessible route into the space and provide an accessible restroom and an
accessible dining surface. Twenty percent of the remodel valuation shall to be used toward
accessibility. Provide a financial breakdown on the plans to indicate how much is being used on
accessibility. (IBC 3409.6)
4 Entry stairway does not comply with IBC 1009.4. Revise plans to provide a full depth landing at the
top of the new stairs.
5 Revise A000 roof/ceiling assembly detail to indicate type C drywall per the UL listing.
6 Provide handrails on both sides of the stairs with details on extensions per ANSI 117.1 section 505
7 Please clearly indicate on the plans the proposed use of the oven to determine if a type I hood is
required. Refer to the manufacturer's installation instructions and testing for limitation on use of this
oven without ventilation. IMC 507.2.1
8 Include information on the dishwasher to determine exhaust hood requirements. IMC 507.2.2
9 The dish sink will be required to be routed through a grease trap. IPC 1003.3.1
10 Provide adequate information to verify the service counter is accessible. ANSI A117.1, 904.3
11 Please show the property line on the drawings. The outside air intake shall be a minimum of 10'
from the property line. IMC 401.5
12 The roof ceiling assembly provided by the architect indicates 1 hour membrane protection. Please
add fire dampers at the new exhaust fan locations and duct penetrations. IMC 607.6
13 Revise sheet E2.0 to clearly show the location of the sub panel and main panel
14 Revise sheet E2.0 equipment schedule. The oven cut sheet indicates 35A for the 208V model.
15 Revise main panel load calc to indicate the adjusted total demand amps based on oven revision.
16 Include cut sheets for all appliances proposed to be installed in the kitchen area.
17 The proposed menu provided includes eggs, burritos and crepes. Please clarify how these items will
be cooked and provide cut sheets, plans and ventilation hood(s) for any cooking appliances. IMC
507
18 Revise P1.0 to show routing of the espresso drain, and any freezer or fridge condensate drains to a
floor sink.
19 Revise P1.0 to specify a backflow preventer per ASSE 1022 at the beverage dispenser water
connection.
20 Provide a drinking fountain per IPC table 403.1
21 Clarify location of the service sink on P1.0. Mop sink is shown at same location at the floor sink.
22 Show location of the water heater on sheet P1.0. If hot water is being supplied from a central �.
location, include engineering design showing BTU's and amount of hot water available for the Bistro
space per Town of Vail Environmental Health Department. IPC ch 5.
23 Show air gap and trap at indirect waste connections to the floor sink per IPC 802.2. Sheet P1.0
24 Revise P1.0 to specify the connection of the dishwasher waste per IPC 409.3 and 802.1.6 or 802.1.7.
25 Revise P1.0 to specify air gap or backflow preventer at the water connection to the dishwasher per
IPC 409.2 and 608.
26 P�ovide a total qronosed drainaae fixture unit count for FS-1 Verify existing drain size is adequate
for the proposed connected fixtures.
Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of
a permit, please check all requested information is included with the resubmitted plans. Please submit
revised plans as a complete set. Partial plan resubmittals will not be reviewed.
F:\cdev\CHRIS\PERMIT.COMMENTS\608-0391\B08-0391.DOC
�
.
Design No. P510
Restrained Assembly Ratings—1 and 1-1/2 Hr. (See Item 16)
Unrestrained Assembly Ratings—1 and 1-1/2 Hr. (See Item 16)
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M� 17 13
Beam—(Not shown)—W8X13 min size.As alternate to steel beam, Joist girders (Not shown)-20 in. min
depth and 13 Ib/lin ft min weight.
1. Roof Covering*—Consisting of hot mopped or cold application materials compatible with insulation(s)
described herein which provide Class A, B or C coverings. See Roofing Materials and Systems
Directory-Roof Covering Materials(TEVT).
1A.In lieu of Item 1, roof covering consisting of single-ply Roofing Membrane* —that is either ballasted,
adhered or mechanically attached as permitted under the respective Classified company's Classification. See
Fire Resistance Directory-Roofing Membranes(CHCI).
1 B.Metal Roof Deck Panels*—(Not shown)—In addition to or in lieu of Items 1 or 1A,the roof covering may
consist of a mechanically fastened metal roof deck panel assembly. See Fire Resistance Directory-Metal
Roof Deck Panels'(CETW).
2. Roof Insulation—Mineral and Fiber Boards*—24 by 48 in.to 48 by 96 in.,to be applied in one or more
layers. Boards to be installed perpendicular to gypsum board (Item 4) direction with end joints staggered 2 ft
in adjacent rows.When applied in more than one layer, each layer of board to be offset in both directions
from layer below a min of 12 in. in order to lap all joints. Min thickness 1 in. (No limit on max overall
thickness).
When only one layer is used it must be bonded to gypsum board (Item 4) or vapor barrier with adhesive.
When two or more layers are used the insulation may be fastened to steel roof deck(through gypsum board)
with mechanical fasteners provided at least one layer of insulation is used over the mechanical fasteners.
The individual layers may be bonded together with adhesive or hot asphalt.
BMCA INSULATION PRODUCTS INC—Permalite.
FIBREX INSULATIONS INC—FBX Baseboard and FBX Capboard.
GAF MATERIALS CORP—Rigid mineral fiber boards—GAFTEMP Perlite.
JOHNS MANVILLE INTERNATIONAL INC—Rigid mineral fiber boards.
Copyright OO 2006 Underwriters Laboratories Inc.
�
OWENS CORNING HT INC, DIV OF OWENS
CORNING—Rigid glass fiber boards.
SIPLAST INC— Rigid glass fiber boards
2A.Foamed Plastic"—As an alternate to Item 2, polyisocyanurate foamed plastic insulation boards, nom 48 by
48 or 96 in.,to be applied in one or more layers. Min thickness is 1.2 in.for the 1 h ratings and 2.0 in.for the
1-1/2 h ratings. No limit on max overall thickness. Boards to be installed with end joints staggered a min of 6
in. in adjacent rows.When applied in more than one layer, each layer to be offset in both directions from layer
below a min of 6 in. in order to lap all joints.
APACHE PRODUCTS CO CORPORATE—Pyrox.
ATLAS ROOFING CORP—ACFoam II, ACFoam IIL
CARLISLE SYNTEC INCORPORATED—Types HP, HP-H, HP-N, HP-W.
THE DOW CHEMICAL CO—Types Hy-Therm AP, Hy-Therm Tapered.
FIRESTONE BUILDING PRODUCTS CO, DIV
OF BFS DIVERSIFIED PRODUCTS L L C—"ISO 95+FK", "ISO 95+GL", "ISO 95+GW",
"ISO 95+GRF", "ISO 300".
GAF MATERIALS CORP—Isotherm R.
HUNTER PANELS— H Shield
JOHNS MANVILLE INTERNATIONAL INC—ENRGY 2, ENRGY 3, ISO-1, PSI 25.
LOADMASTER SYSTEMS INC—Loadmaster Polyisocyanurate Insulation.
RMAX INC—Multi-Max FA, Multi-Max FA-3.
STEVENS ROOFING SYSTEMS, DIV OF JPS
ELASTOMERICS CORP—"Stevens ISO 2000", "Stevens ISO 3000".
TREMCO INC—Trisotech G.
2B.Roof Insulation-Foamed Plastic*—Alternate to Items 2 through 2A.Any thickness polystyrene foamed
plastic insulation boards bearing the UL Classification Marking, having a density of 2.5 pcf max, installed on
top of min 1 in.thick Mineral and Fiber Boards(Item 2)and covered with either the Built-Up Roof Covering
(Item 1)or single-ply roofing membrane(Item 1A). See Foamed Plastic''(BRYX) category in the Building
Materials Directory or Foamed Plastic`(CCVW)category in the Fire Resistance Directory for list of Classified
companies.
2C.Building Units—As an alternate to Items 2 through 26, polyisocyanurate foamed plastic insulation boards,
nom.48 by 48 or 96 in.,faced on the top surface with oriented strand board. Min.thickness of the
polyisocyanurate core is 1.2 in.for the 1 hr. ratings and 2.0 for the 1-1/2 hr. ratings. No limit on max overall
thickness. Boards to be installed with end joints staggered a min. of 6 in. in adjacent rows.
ATLAS ROOFING CORP—ACFoam NailBase Insulation, Vented-R.
THE DOW CHEMICAL CO
FIRESTONE BUILDING PRODUCTS CO, DIV
OF BFS DIVERSIFIED PRODUCTS L L C—Hailgard
JOHNS MANVILLE INTERNATIONAL INC— Nailboard.
MARTIN FIREPROOFING GEORGIA INC—Perform-A-Deck Nailable Roof Insulation.
2D.Building Units*—As an alternate to Items 2 through 2C, polyisocyanurate foamed plastic insulation boards,
min thickness of 1.2 in.for 1 hr ratings and 2.0 in.for the 1-1/2 hr ratings, nom 48 by 48 or 96 in.faced on
both sides with mineral and fiber boards. boards to be installed with end joints. Staggered a min of 6 in. in
adjacent rows.
ATLAS ROOFING CORP
2E.Building Units*—As an alternate to Items 2 through 2D, polyisocyanurate foamed plastic insulation boards
faced on the underside(or both sides)with mineral fiber board. Min thickness of the polyisocyanurate core is
1.2 in.for the 1 hr ratings and 2.0 in.for the 1-1/2 hr ratings. No limit on max overall thickness. Boards to be
installed with end joints staggered a min of 6 in. in adjacent rows.Adhesive(Item 3) may be applied between
the building units and the vapor retarder(or gypsum board (Item 4) if vapor retarder is not used).
FIRESTONE BUILDING PRODUCTS CO, DIV
OF BFS DIVERSIFIED PRODUCTS L L C—"ISO 95+ Composite".
JOHNS MANVILLE INTERNATIONAL INC— Fesco-Foam.
2F.Building Units"—As an alternate to Items 2 through 2E, polyisocyanurate foamed plastic insulation boards
faced on the underside with wood fiber board. Min thickness of the polyisocyanurate core is 1.2 in.for the 1 hr
ratings and 2.0 in.for the 1-1/2 hr ratings. No limit on max overall thickness. Boards to be installed with end
joints staggered a min of 6 in. in adjacent rows.
Copyright 0 2006 Underwriters Laboralories Inc.
FIRESTONE BUILDING PRODUCTS CO, DIV
OF BFS DIVERSIFIED PRODUCTS L L C—ISO 95+Wood Fiberboard Composite".
JOHNS MANVILLE INTERNATIONAL INC—ENRGY-2 Plus.
2G. Foamed Plastic'—As an alternate to Items 2 through 2F,extruded polystyrene foamed plastic insulation
boards to be placed on top of Roofing Membrane`(item 1A). Min thickness is 2 in. Max thickness is 8 in.
Foamed plastic boards to be covered with crushed stone on concrete pavers at a rate of 10 psf, min.
2H.Foamed Plastic*—As an alternate to Items 2 through 2G (for 1 hr. ratings only). Extruded polystyrene
foamed piastic boards to be installed in one or more layers over gypsum board (Item 4). Joints of gypsum
board to be covered with 4 in.wide foil tape. Min thickness is 1 in.when a min 1/2 in.thick layer of mineral
and fiber board (Item 2) is installed on top of the foamed plastic. Min thickness is 3 in.when the mineral and
fiber board (Item 2) is omitted. No limit on max thickness.All joints between layers offset min 6 in.
THE DOW CHEMICAL CO
21. Building Units* — Not Shown—As an alternate to Items 2 through 2H, composite polyisocyanurate
foamed plastic insulation board with an adhered nailing surface, nom 48 by 48 or 96 in. may be used with the
following limitations.These composite building units have ventilation slots internal to the panels.The
thickness of the panel depends upon the thinnest portion of the polyisocyanurate insulation.The following
dimensions apply to the polyisocyanurate insulation; min.thickness is 1.2 in.for the 1 hr ratings and 2.0 in.
for the 1-1/2 in. ratings.There is no limit on the maximum insulation thickness.
GAF MATERIALS CORP—Type INSUL-AIR.
JOHNS MANVILLE INTERNATIONAL INC—Type ISO-VENT.
2J. Building Units*—As an alternate to Items 2 through 21, polyisocyanurate foamed plastic insulation boards,
nom 48 by 48 or 96 in.,faced on the top surFace with gypsum board. Min thickness of the polyisocyanurate
core is 1.2 in.for 1 hr ratings and 2.0 in.for the 1-1/2 hr ratings. No limit on overall thickness. Boards to be
installed with end joints staggered a min of 6 in. in adjacent rows.
JOHNS MANVILLE INTERNATIONAL INC—ENRGY 2 Gypsum Composite.
3. Sheathing Material*—(Optional)—Vinyl-film vapor barrier, applied with adhesive to gypsum board(Item
4).Adjacent sheets overlapped 2 in.
BMCA INSULATION PRODUCTS INC
3A.Sheathing Material*—(Optional)—In lieu of Item 3,a self-adhered rubberized asphalt roofing
underlayment membrane which may be placed on top of the gypsum board (Item 4)or on the roof insulation
(Item 2 or any non-polystyrene foamed plastic insulation covered as an alternate to Item 2).
W R GRACE 8� CO -CONN
CONSTRUCTION PRODUCTS DIV—Grace Ice and Water Shield, Grace Select, Grace
Ultra, and Grace Basik.
3B.Sheathing Material*—(Optional)—In lieu of Items 3 and 3A, a self-adhered rubberized asphalt roofing
underlayment membrane which may be placed on top of gypsum board (Item 4) or on the roof insulation
(Item 2).
CARLISLE COATINGS 8�WATERPROOFING
INC—CCW-707.
4. Gypsum Board—(Classified or unclassified)—Supplied in sheets nom 2 by 4 ft to 4 by 12 ft, by nom 5/8 in.
thick. Min weight 2.0 psf.Applied perpendicular to steel roof deck direction with adhesive. End joints to occur
over crests of steel roof deck with end joints staggered 2 ft in adjacent rows.
See Gypsum Board (CKNX)category for names of manufacturers.
5. Steel Roof Deck—Min 1 in. deep,25 in.wide,fluted galv steel deck. Min 0.023 in.thick(24 gauge). Flutes
approx 4 in. OC, crests approx 2-3/4 in.wide.Welded to supports with welding washers 12 in. OC. Side laps
of adjacent units welded or secured together with No. 12 by 1/2 in. self-drilling, self-tapping steel screws
midway befinreen steel joists; or,
Classified Steel Floor and Form Units*—1-1/2 in.deep,24, 30 or 36 in.wide, galv steet units. Min gauge
is 22 MSG.Welded to supports with welding washers 12 in. OC. Side laps of adjacent units welded or
secured together with No. 12 by 1/2 in. self-drilling, self-tapping steel screws midway between steel joists.
LOADMASTER SYSTEMS INC—Types ED, HD, PS, SS-200, SS-300.
MARLYN STEEL DECKS INC—Types B, EF, F, HF.
NEW MILLENNIUM BUILDING SYSTEMS L L C—Types B, N.
VULCRAFT, DIV OF NUCOR CORP—Types 1.OE, 1.5A, 1.5B, 1.561, 1.5F, 3.ON, 3.ON1 .
VALLEY JOIST—Types F, B, BI.
WHEELING-PITTSBURGH STEEL CORP, DIV
OF WHEELING CORRUGATING CO—Types BW, High Strength B, High Strength BW, N,
Copyright OO 2006 Underwriters Laboratories Inc.
TF-75, -125, -200.
6. Adhesive'—Applied between crests of steel roof deck and gypsum board (Item 4) in 1/2 in.wide ribbons 8
in. OC at 0.4 gal per 100 sq ft.Applied in 1/2 in.wide ribbons 6 in. OC, at 0.4 gal per 100 sq ft, between
gypsum board and vapor barrier and between vapor barrier and mineral and fiber boards,or directly between
gypsum boards and roof insulation when vapor barrier is omitted. May also be applied at the same rate
between layers of roof insulation.
BMCA INSULATION PRODUCTS INC
6A.Mechanical Fasteners—(Not shown)—Any steel naii or steel clip type fastener with metal or plastic
washer designed for the purpose, may be used to attach one or more layers of insulation to steel roof deck
(through gypsum board).
6B.Hot Asphalt or Coal Tar Pitch—(Not shown)—May be used as an alternate to adhesive between layers of
roof insulation at a rate not to exceed 35 Ib per 100 sq ft.
7. Steel Joists—Type 10J4 or 12K3 min size.As an alternate, LH-Series steel joists spanning no greater than
60 ft. may be used. For spans greater than 60 ft. LH-Series joists may be used provided that their vertical
deflection under published total load shall not be greater than 1/244 of the joist span. Joists may be spaced a
max 72 in. OC and welded to end supports.
8. Bridging—Steel angles or bars, min 1/2 in. diam,welded to top and bottom chords of each joist.
9. Cold Rolled Channels—For joist spacings max 48 in. OC, min 0.053 in.thick(16 gauge)painted
cold-rolled steel channels, 1-1/2 in. deep with 9/16 in.flanges. For joist spacings greater than 48 in. O.C. but
not more than 72 in., min 0.093 in.thick(12 gauge) painted cold rolled steel channels, 2 in.deep with 1-1/8
in.flanges.Two channels tied back to back with 18 SWG galv steel wire 48 in. OC and wire-tied to top of joist
bottom chord. Channels spaced as required to provide attachment provision for ceiling hanger wires.
10.Hanger Wire—No. 12 SWG galv steel wire tied to lower chord of joists or cold-rolled channels tied face to
face with 18 SWG galv wire. Hanger wires spaced not over 48 in. OC, along main runners and located at
ends of main runners at walls and at corners and midspan along 4 ft sides of light fixtures.
11.Air Duct—Min 0.034 in.thick(20 gauge)galv steel.Total area of duct openings not to exceed 57 sq in. per
100 sq ft of ceiling area.Area of ind duct opening not to exceed 113 sq in. Max dimension of opening 12 in.
Duct supported by cold-rolled channels, spaced approx 24 in. OC.
12.Damper—Min. 0.056 in.thick(16 gauge)galv steel, 16 by 16 in. protected on both surfaces with 1/16 in.
thick ceramic fiber paper and held open with a Fusible Link. (Bearing the UL Listing Mark.) Damper to
overlap duct outlet 1 in. min.
13.Fixtures, Recessed Light—(Bearing the UL Listing Mark)—Fluorescent lamp type, steel housing,2 by 4 ft
size. Fixtures spaced so their area does not exceed 24 sq ft per 100 sq ft of ceiling area.Wired in
conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient
temperature conditions before installation.
13A. Alternate Fixtures, Recessed Light—For Use with Steel Framing Members, Item 156- (Bearing the UL
Listing Mark). Fluorescent lamp type, NEMA Type F steel housing, 1 by 2 ft, 1 by 4 ft, 2 by 2 ft or 2 by 4 ft
size. Fixtures provided with swing-out steel support hooks near each corner designed to engage the bulb of
the steel framing member cross tees. Size of steel framing member module to be nominaliy 2 in.wider and
longer than the nominal fixture size. Fixtures to be additionally screw-attached to the web of the cross tees
near the center of each long side and at both ends using No.6 by 2-5/8 in. long (sides)and No.6 by 1-5/8 in.
long (ends)steel drywall screws. Fixtures spaced so their area does not exceed 24 sq ft per each 100 sq ft of
ceiling area.Wired in conformance with the Nationai Electrical Code.
136. Alternate Fixtures, Recessed Light—For Use with Steel Framing Members, Item 15-(Bearing the UL
Listing Mark). Fluorescent lamp type, NEMA Type F steel housing, 1 by 2 ft, 1 by 4 ft,2 by 2 ft or 2 by 4 ft
size. Fixtures provided with swing-out steel support hooks near each corner designed to engage the bulb of
the steel framing member cross tees. Fixtures to be additionally screw-attached to the cross tees near the
center of each long side and at both ends using 2 in. long Type S-12(sides)and 3 in. long Type S-12(ends)
steel screws. Fixtures spaced so their area does not exceed 24 sq ft per each 100 sq ft of ceiling area.Wired
in conformance with the National Electrical Code.
14.Fixture Protection-Gypsum Board*—1/2 or 5/8 in.thick, same as Item 16, 16A or 166. Cut into pieces to
form a five sided enclosure for the fixture(Item 13),trapezoidal in cross section, approx 1/2 in. longer and
wider than the fixture with sufficient depth to provide at least 1/2 in. clearance between the fixture and
enclosure.
14A. Fixture Protection—Gypsum Board"—For Use with Steel Framing Members, Item 15B- 5/8 in.thick,
same as Item 16, 16A or 16B. Cut to form a five sided enclosure, rectangular in cross-section, at least 1-1/4
in. higher than the NEMA Type F light fixture housing (Item 15A).The fixture protection enclosure is to be
installed in the grid module prior to installation of the NEMA Type F light fixture.The fixture protection side
pieces are to be provided with nominal 1-1/4 in.wide by 3-1/2 in. long cutouts to accommodate the swing-out
steel support hooks near each corner of the fixture.The fixture protection side and end pieces rest on the
Copyright OO 2006 Underwriters Laboratories Inc.
flanges of the primary cross tees and are screw-attached to the web of the cross tee with No.6 by 1-5/8 in.
long steel drywall screws.The top piece rests on the top edges of the side and end pieces without
mechanical attachment.The dimensions of the fixture protection pieces for the various sizes of NEMA Type F
fixtures are tabulated betow:
NEMA Type F
Fixture Size 1 by 2 ft 1 by 4 ft 2 by 2 ft 2 by 4 ft
Top Piece, in. 13-1/2 x 25-1/2 13-1/2 x 49-1/2 25-1/2 x 25-1/2 25-1/2 x 49-1/2
Side Piece, in. 7 x 25-1/2 7 x 49-1/2 7 x 25-1/2 7 x 49-1/2
End Piece, in. 7 x 12-1/4 7 x 12-1/4 7 x 24-1/4 7 x 24-1/4
14B. Fixture Protection—Gypsum Board* —For Use with Steel Framing Members, Item 15–1/2 or 5/8 in.
thick, same as Item 16 or 16B. Cut to form a five sided enclosure, rectangular in cross section,for the NEMA
Type F light fixture(Item 136). The fixture protection enclosure is instailed around the grid module prior to
installation of the NEMA Type F light fixture. The end pieces of the light fixture protection rest upon the
flanges additional nom 4 ft long cross tees placed at each end of light fixture opening. The pieces of gypsum
board are secured to both cross tees with three 1 in. long Type S screws, one at the center of the cross tee
and the remaining two screws spaced 12 in. O.C. in both directions. The end clips of the two additional cross
tees are removed and the cross tee/gypsum board combinations are placed at each end of the module facing
the light fixture opening with the ends of the cross tees resting on the flanges of the main runner. Two side
pieces of the gypsum board protection are notched at the bottom with three 1/4 in.wide by 1-9/16 in. long
notches to accommodate the cross tee bulbs. On each side the pieces are installed vertically, resting on the
three cross tees intersecting the 50 in. long cross tees and placed 1-1/4 in from the edge of the 50 in. cross
tees. The four side pieces of the light fixture protection box are secured together with 6d nails,one at
mid-height, and one at each of the four corners. The top piece of gypsum board is loosely-laid on top of the
four sided box and secured at each of the four corners with 6d nails. Holes are drilled through the top piece
of gypsum board for the attachment of the hanger wires specified in Item 9.Two 4 ft long cross tees are
placed on top of the fixture protection box, equally spaced and secured from the underside of the fixture
protection box with three 1 in. long Type S screws equally spaced. The dimensions of the fixture protection
ieces for the various sizes of NEMA T e F fixtures are listed below:
NEMA Type F
Fixture Size 1 by 2 ft 1 by 4 ft 2 by 2 ft 2 by 4 ft
Top piece, in. 19 x 31 19 x 55 31 x 31 31 x 55
Side pieces, in 6 x 30 6 x 54 6 x 30 6 x 54
End pieces, in 6 x 19 6 x 19 6 x 31 6 x 31
15.Steel Framing Members*— Main runners, cross tees, cross channels and wall angle as listed be�ow:
a. Main Runners—Nom 10 or 12 ft. long, 15/16 in. or 1-1/2 in.wide face, spaced 4 ft. OC.
b. Cross Tees—Nom 4 ft. long, 1-1/2 in.wide face or 15/16 in.wide face installed at sides of light fixtures
(Item 13), installed perpendicular to the main runners, spaced 24 in. OC.When Batts and Blankets"
(Item 21)are used, cross tees spaced 16 in. OC.Additional cross tees or cross channels used at 8 in.
from each side of butted gypsum board end joints.The cross tees or cross channels may be riveted or
screw attached to the wall angle or channel to facilitate the ceiling installation. When NEMA Type F
(Item 136) light fixtures are used, nom 4ft long cross tees, 1-1/2 in wide face, installed perpendicular to
main runners and spaced nom 50 in. O.C. Two nom 50 in. long cross tees, 1-1/2 inch wide face,
spaced nom 14 in. O.C.to accommodate nom 1 by 2 ft or 1 by 4 ft NEMA Type F fixture or spaced 26
in. O.C.to accommodate nom 2 by 2 ft NEMA or 2 by 4 ft NEMA Type F fixture. When nom 2 by 2 ft
NEMA Type F fixture is used, nom 26 in. long cross tees to be used to form nom 26 in. module at the
center of the nom 50 in. long cross tees. Two additional nom 4 ft cross tees, 1-1/2 in.wide face are
installed perpendicular to the main runners outside each end of fixture opening to support the end
pieces of drywall fixture protection. Small cutoff pieces of cross tees were installed at the center of the
nom 50 in. long cross tees and main runners by inserting the dip end into a cross tee slot on the main
runner and securing the other end with a pop rivet to the nom 50 in. long cross tee.
c. Cross Channels—Nom 4 ft. long, installed perpendicular to main runners, spaced 24 in. OC.When
Batts and Blankets"(Item 21)are used,cross channels spaced 16 in. OC.
d. Wall Angle or Channel—Painted or galv steel angle with 1 in. legs or 1-9/16 in.deep painted or galv
steel channel with 1 in. legs attached to walls at perimeter of ceiiing with fasteners 16 in. OC.to support
steel framing member ends and for screw-attachment of the gypsum board.
CGC INC—Type DGL or RX.
USG INTERIORS INC—Type DGL or RX.
15A. Alternate Steel Framing Members*—(Not shown)—Main runners nom 12 ft long spaced 48 in. OC.
Copyright OO 2D06 Underwriters Laboratories Inc.
Cross tees nom 4 ft long installed perpendicular to main runners and spaced 24 in. OC.Additional cross tees
located 8 in.from and on both sides of each gypsum board end joint and each recessed light fixture.
BPB AMERICA INC—Types PDWH, PDWS
CHICAGO METALLIC CORP—Types 650, 650C, 670, 670C.
15B. Alternate Steel Framing Members*—(Not shown)—As an alternate to Items 15 and 15A. Main runners
nom 12 ft long, spaced 48 in. OC. Primary cross tees(1-1/2 in.wide across flange)or cross channels, nom 4
ft long, installed perpendicular to main runners and spaced 24 in. OC.Additional primary cross tees or cross
channels required at each gypsum board end joint, 8 in.from and on each side of gypsum board end joint,
and 8 in.from each side of NEMA Type G (Item 13) light fixtures. Secondary cross tees(15/16 in.wide
across flange), nom 4 ft long, installed at sides of NEMA Type G light fixtures.When NEMA Type F(Item
13A)light fixtures are used, nom 4 ft long primary cross tees installed perpendicular to main runners and
spaced nom 50 in. OC.Two nom 50 in. long primary cross tees installed perpendicular to nom 4 ft long
primary cross tees and spaced nom 14 in. OC to accommodate nom 1 by 2 ft or 1 by 4 ft NEMA Type F
fi�ure or spaced 26 in. OC to accommodate nom 2 by 2 ft or 2 by 4 ft NEMA Type F fixture.When nom 1 by
2 ft or 2 by 2 ft NEMA Type F fixtures are used, nom 14 in.or 26 in. long primary cross tees to be used to
form nom 26 in. long modules at the center of the nom 50 in. long primary cross tees.Additional lengths of
primary cross tee to be installed at each end of each nominal 50 in. long primary cross tee to create a
nominal 14 or 26 in. by 22 or 24 in. module at each end of light fixture module. Ends of these additional
lengths of primary cross tee are to engage cross tee routs at end of fixture and are to be riveted to nom 4 ft
long cross tee at opposite end.Additional short lengths of primary cross tee to be installed perpendicular to
main runners near center of nom 50 in. long cross tee on each side of light fixture. Ends of these additional
short lengths of cross tee are to engage rout of main runner at one end and are to be riveted to nom 50 in.
long primary cross tee at opposite end.The main runners,cross tees or cross channels may be riveted or
screw-attached to the wall angle or channel to facilitate the ceiling installation.
ARMSTRONG WORLD INDUSTRIES INC—Type DFR-8000.
15C.Alternate Steel Members"—(Not shown)—As an alternate to Items 15, 15A and 15B. For use with 1/2
in.thick gypsum board only. Main runners nom 12 ft long,spaced 48 in. OC. Cross channels,4 ft. long,
installed perpendicular to main runners and spaced 24 in. OC.Additional cross channels required 8 in.from
and on each side of gypsum board end joints,and 8 in.from each side of light fixtures. Cross tees,4 ft. long
installed perpendicular to main runners to support the 4 ft sides of light fixtures.J-shaped metal trim molding,
installed at perimeter of light fixtures to cover and support the exposed gypsum board edges.
CHICAGO METALLIC CORP—Type 630.
16.Gypsum Board'—(For use with steel framing members described in Items 15 and 15C)—1/2 and 5/8 in.
thick,4 ft wide, installed with long dimension perpendicular to cross channels with side joints centered along
main runners. Gypsum board fastened to cross channels with 1 in. long drywall screws located 1/2 in.from
end joints and 1-3/4 in.from each side joint and spaced 12 in. C along the end joints and in the field. End
joints of adjacent gypsum board sheets shall be staggered not less than 2 ft.Wallboard sheets
screw-attached to leg of wall angle with drywall screws spaced 12 in. OC.
When alternate Steel Framing Members" (Item 15C)are used, gypsum board installed with long dimension
(side joints) perpendicular to the cross channels and 4 ft cross tees, and with the side joints centered along
the main runners. Gypsum board fastened to cross channels with drywall screws located 1/2 in.from butted
end joints,with one screw located at the midspan of the cross channel, one screw located 12 in.from and on
each side of the channel midspan, and one screw located 2-3/4 in.from each side joint. End joints of the
sheets shall be staggered as described above.Joints to be covered with paper tape and joint compound.
Wallboard Restrained Unrestrained
Thkns Assembly Assembly
In. Rating Hr Rating Hr
1/2 1 hr 1 hr
5/8 1-1/2 hr 1-1/2 hr
AMERICAN GYPSUM CO—Types AG-C, AGX-C.
BPB AMERICA INC—Type FRPC, ProRoc Type C.
BPB CANADA INC— ProRoc Type C.
CANADIAN GYPSUM COMPANY—Types C, IP-X2, IPC-AR.
G-P GYPSUM CORP, SUB OF
GEORGIA-PACIFIC CORP—Type 5.
LAFARGE NORTH AMERICA INC—Type LGFC-C, LGFC-C/A.
NATIONAL GYPSUM CO—Types FSK-C, FSW-C.
Copyright OO 2006 Underwriters Laboratories Inc.
PABCO GYPSUM, DIV OF PACIFIC COAST
BUILDING PRODUCTS INC—Type C or PG-C.
STANDARD GYPSUM L L C—Type SG-C.
TEMPLE-INLAND FOREST PRODUCTS CORP—Type TG-C.
UNITED STATES GYPSUM CO—Types C, IP-X2, IPC-AR.
USG MEXICO S A DE C V—Types C, IP-X2, IPC-AR.
16A. Gypsum Board"—(For use with steel framing members described in Item 15A)—1/2 and 5/8 in.thick,4
ft wide, installed with long dimension perpendicular to cross tees with side joints centered along main
runners. Gypsum board fastened to each cross tee with five drywall screws with one screw located at the
midspan of the cross tee, one screw located 12 in.from and on each side of the cross tee midspan, and one
screw located 1-1/2 in.from each gypsum board side joint. Except at gypsum board end joints,drywall screws
shall be located on alternating sides of cross tee flange.At gypsum board end joints, drywall screws shall be
located 1/2 in.from the joint. Gypsum board fastened to main runners with drywall screws, 1/2 in.from side
joints, midway between intersections with cross tees(24 in. OC). End joints of adjacent gypsum board sheets
shall be staggered not less than 4 ft OC. Gypsum board sheets screw-attached to leg of wall angle with
drywall screws spaced 12 in. OC.
Wallboard Restrained Unrestrained
Thkns Assembly Assembly
In. Rating Hr Rating Hr
1/2 1 hr 1 hr
5/8 1-1/2 hr 1-1/2 hr
AMERICAN GYPSUM CO—Types AG-C, AGX-C.
BPB AMERICA INC—Type FRPC, ProRoc Type C.
BPB CANADA INC—ProRoc Type C.
CANADIAN GYPSUM COMPANY—Types C, IP-X2, IPC-AR.
G-P GYPSUM CORP, SUB OF
GEORGIA-PACIFIC CORP—Type 5.
LAFARGE NORTH AMERICA INC—Type LGFC-C, LGFC-C/A.
NATIONAL GYPSUM CO—Types FSK-C, FSW-C.
PABCO GYPSUM, DIV OF PACIFIC COAST
BUILDING PRODUCTS INC—Types C, PG-C.
STANDARD GYPSUM L L C—Type SG-C.
TEMPLE-INLAND FOREST PRODUCTS CORP—Type TG-C.
UNITED STATES GYPSUM CO—Types C, IP-X2, IPC-AR.
USG MEXICO S A DE C V—Type C, IP-X2 or IPC-AR.
16B. Gypsum Board* — For use when Batts and Blankets" (Item 21)and Steel Framing
Members'(Item 15)are used-5/8 in.thick,4 ft wide; installed with long dimension perpendicular to cross
tees with side joints centered along main runners and end joints centered along cross tees. Fastened to cross
tees with 1 in. long steel drywall screws spaced 8 in. OC in the field and 8 in. OC along end joints. Fastened
to main runners with 1 in. long drywall screws spaced midway between cross tees. Screws along sides and
ends of boards spaced 3/8 to 1/2 in.from board edge. End joints of the sheets shall be staggered with
spacing between joints on adjacent boards not less than 4 ft OC.
CANADIAN GYPSUM COMPANY—Types C, IP-X2, IPC-AR.
UNITED STATES GYPSUM CO—Types C, IP-X2, IPC-AR.
USG MEXICO S A DE C V—Types C, IP-X2, IPC-AR.
17.Metal Trim Molding—Min 0.026 in.thick(22 gauge)galv steel molding, measuring 5/8 in.wide with 9/16
and 1-3/8 in. long legs. Placed on gypsum board edges around light fixtures and secured to the cross tees
and main runners with 1 in. long drywall screws. Spacing of screws approx 8 in. O.C. along 4 ft side and 10
in. O C. along 2 ft side of light fi�ures.
18. Drywall Screw —Type S-12, 1 in. long, self-drilling and self-tapping, 0.163 in.thread diam, 5/16 in. diam
heads.
19.Finishing System—Paper tape embedded in compound over joints and covered with additional compound.
Exposed screw heads covered with compound. Edges of compound feathered out.
20.Wall Angle—(Not shown)—Min 0.019 in.thick(26 gauge)galv steel angle with 1-1/8 in. legs, nailed.to the
walls along perimeter of ceiling to support steel framing member ends and for screw-attachment of the
Copyright OO 2006 Underwriters Laboratories Inc.
gypsum board.
21.Batts and Blankets"—(Optional,—Not Shown)-When used ratings are limited to 1 Hr.-For use with
Steel Framing Members''(specifically Item 15)and Gypsum Board*(specifically Item 16B)-Any thickness
mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning
Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation
fitted in the concealed space, draped over steel framing members/gypsum board ceiling membrane.
*Bearing the UL Classification Mark
Copyright OO 2006 Underwriters Laboratories Inc.
IVOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES
.�
TOWNOFYAA. '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 A��_�-J,�,
ELECTRICAL PERMIT Permit #: E08-0291
ACOM Project #: PRJ08-0642
Job Address: 304 BRIDGE ST VAIL Status . . . : ISSUED
Location.....: BIG BEAR BISTRO, RED LION INN Applied . . : 12/03/2008
Parcel No...: 210108253016 Issued . . . 12/08/2008
Expires . .: 06/06/2009
OWNER LANDMARK COMMERCIAL DEV CO 12/03/2008
610 W LIONSHEAD CIR STE 100
VAIL
CO 81657
APPLICANT WEBB ELECTRIC 12/03/2008 Phone:970-331-3605
P. O. BOX 6986
AVON
CO 81620
License: 129-E
CONTRACTOR WEBB ELECTRIC 12/03/2008 Phone: 970-331-3605
P. O. BOX 6986
AVON
CO 81620
License: 129-E
Desciption: TENANT IMPROVEMENT: NEW RECEPTACLES FOR KITCHEN
Valuation: $5,500.00 Square feet: 0
,..,,.,�.....***�.*.�.,***«�„�..,,.**.,*«**.,,,,..****.,.*.,..**«**.,,,,...**„ FEE SUMMARY *«*«*�„*„*,.***«.,*,,.*..*««*«.,*.*„**.******.�.*��*«***...*.�******.,..,,,,.*
Electrical Permit Fee---------> $131.10 Total Calculated Fees--> $135.10
Investigation Fee--------------> $0.00 Additional Fees----------> $0.00
Will Call Fee--------------------> $4.00
Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $135.10
Total Calculated Fees-------> $135.10 Payments-----------------> $135.10
BALANCE DUE----------> $0.00
�.*�..�„*.,...,,«**.,,�.*****�....«�*****.,,,.,,,.**,,.****.,,,,�.******,.*....«.**.*,�.,�,..,..,,.*«*.�...,,.«**.,*.*..,.,,�..,,.,*.,*.�,.,..*******,,..,�...,,*„«*,<,..***,,.,.�.,...**.*.�
APPROVALS
Item: 06000 ELECTRICAL DEPARTMENT
12/03/2008 JLE Action:AP
<.,...,.,..*«��....*.*�*.,«��.,,.�.*...��,,.....,,**«�.�,...******.«..*.«*«**«.�*.*.,,.***.,*.*,,.�*«.,**..«.*..��**«*„**�.,.�.�*«*,,.,,**,,.******.�**�,.*.*..,...,,..«*..*��.,,..#.*
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 F�QfZ INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE FR�MF 8A00 AI�A-�PM? ;:'! , �
:,U� y G`�,�', �;�� �L� '' C�
Signature of Ow or Cont actor � d ate
� ,. ��,.,�
� (C�� ��'= �--.. (;'�.. f'i �.�--
Print Name
elec_prm_041908
***********�***�***************************************************************************�
TOWN OF VAIL, COLORADO Statement
*************************************************************�**************************�***
Statement Number: R080002318 Amount: $135.10 12/08/200809:16 AM
Payment Method:Credit Crd Init: RLF
Notation: Michael H Gehl-
Conf #008947
-----------------------------------------------------------------------------
Permit No: E08-0291 Type: ELECTRICAL PERMIT
Parcel No: 2101-082-5301-6
Site Address: 304 BRIDGE ST VAIL
Location: BIG BEAR BISTRO, RED LION INN
Total Fees: $135.10
This Payment: $135.10 Total ALL Pmts: $135.10
Balance: $0.00
******************************************************************************************+*
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 131.10
WC 00100003112800 WILL CALL INSPECTION FEE 4 .00
-----------------------------------------------------------------------------
Development Review Coordinator
75 South Frontage Road
Vail, CO 81657
Phone: 970-479-2�28 :
. ' ' Fax: 970-4?9-2172 '
� Inspections: 970-479 2149
����� '
TOWN OF VAIL ELECTRICAL PERMIT APPLICATION
Project Address
� � � Project#: �O�j V (I ^ V `E' `{�
� d�� ��� � �� _ S�� �G�-03`�1
Building Permit#:
Contractor Information }—� �w 1
Electrical Permit# f'"�(J� ��v�' t
� � � � � �,� � ` ...,.� ..-�,�.. ..,. �M�...� ���.._.�_�,. .�.e , �
Company:
J� � , Detailed Description of Work: /��
Company dress �-' ;
� � ,b .� � �� ��� �I c �- 5 -
= City. State. Fax. /� L'� �� �.,. � � l�4"�'
Contact Name:�' �I/� / / I'�9�1tt �� )� C ��
r r�_.
' Contact Ph: c7 ( � 5 �� � C'VTell: �j� y}' '�J
E-Mail: � f' 1 L�p- � G� ►�--"���,2',�
: (Use additional sheet if necessary)
Town of V il ontr ct Re ation No: � �I� 1 p COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND
� X / �� � ; VALUATION OF WORK(Labor&Material)
, Contractor Signature (required) _' Amount of SQ Ft I����
. ............ . . . _. ' Electrical$ J S v' �U
Property Information
f_ �
Parcel#: 2-I d� C,� v � � �! �p ,. . .......,� ,..,.,, .. ,...:�... .. . ,,,.,, „ �,.� ..,. i
Work Class:
; Legal Description: Lot# Blk# New O Addition O Remodel J�Repair O Other O
Subdivision: z Building Type:
, Job Name: �C�l �f�t,+� �j1�'�-f'(' Single-Family( ) Two-Family( ) Multi-Family( )
�. £ Commercial('�(}' Townhome( ) Other( )
Owner Name: . ��
�_� __ .__. __.._ .._ . .._ ___._._.. __. .._. _.. __. .... .._. ._
Mailing Address: �Date Received:
; (For Parcel#Contact Eagle County assessors Office at 970-328-8640 or visit
' www.eaglecounty.us/patie)
; Architect( ) Designer( ) Engineer( )
Name: n
Phone: D � � � l� `1 '�
Fax:
E-MaiL �EC � 3 Z��U
TaW�1 C�� �"�r L.
I��< < �
}
NOTE: TH/S PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES
:
TOWNOFYAIf, '
Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149
MECHANICAL PERMIT Permit #: M08-0314
ACOM Project #: PRJ08-0642
Job Address: 304 BRIDGE ST VAIL Status. . . : ISSUED
Location.....: BIG BEAR BISTRO, RED LION INN Applied . . : 12/09/2008
Parcel No...: 210108253016 Issued. . : 12/09/2008
Expires . .: 06/07/2009
OWNER LANDMARK COMMERCIAL DEV CO 12/09/2008
610 W LIONSHEAD CIR STE 100
VAIL
CO 81657
APPLICANT 2 MILE MECHANICAL 12/09/2008 Phone: (719)486-0496
314 LEITER STREET
LEADVILLE
COLORADO 80461
License:414-M
CONTRACTOR 2 MILE MECHANICAL 12/09/2008 Phone: (719)486-0496
314 LEITER STREET
LEADVILLE
COLORADO 80461
License:414-M
Desciption: TENANT IMPROVEMENT:VENTILATION, DUCTING FOR NEW RESTAURANT
Valuation: $800.00
����.,....,.....«„�..�..�....�.�..,�..�.,.........*..�.��....,,...*�.�..�.....,���...,FEE SUMMARY��...*.....��..���...,..�����...��.....,...��..,....�.�..�.,..........,�,..............��..�
Mechanical Permit Fee---> $20.00 Will Call------------> $4.00 Total Calculated Fees---> $29.00
Plan Check-------------------> $5.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $29.00
Total Calculated Fees--> $29.00 Payments-----------------> $29.00
BALANCE DUE---------> $0.00
....«.,..�:.�,.�,.........��,,.�.,..,.........�.,.........«.���.,�...��.....:���..:.:,......«...,.��..:�..�...�.�..::...::.....�,.,.�..,..............:,...........�...........�,....,.>...............
APPROVALS
Item: 05100 BUILDING DEPARTMENT
12/09/2008 JLE Action:AP
.�..�..�:...,.�.,.............�.,���.,.,......**.�..�.....�.....�.�.,...,..�...�..,.�............«.,.�.,��:...�.���.:.:,......*...��...:�......�«..�.,..�..��.,...:.,,«....�.�,..�.......�,.,...........,,
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
�.........�..�..�.>..........,..�..�>,.,>..,«...................,���...........,�..�.......��..�..........,..�...,..��...,,.,,..,..��,.....��.��.����....�...�...:...«...�..�..�..............��....
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the 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 INSP CTI N SHAL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM-4 PM.
�����
Signa re of Owner ctor Date
�
Print ame
mechcanical_permit_041908
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
*******+********************************************************�********************+******
Statement Number: R080002326 Amount: $29.00 12/09/200810:07 AM
Payment Method: Cash Init: JLE
Notation: 2 MILE
MECHANICAL
-----------------------------------------------------------------------------
Permit No: M08-0314 Type: MECHANICAL PERMIT
Parcel No: 2101-082-5301-6
Site Address: 304 BRIDGE ST VAIL
Location: BIG BEAR BISTRO, RED LION INN
Total Fees: $29.00
This Payment: $29.00 Total ALL Pmts: $29.00
Balance: $0.00
**********************************************+**********+**********************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 20.00
PF 00100003112300 PLAN CHECK FEES 5.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
.�
- De�e]oprr�er�f.Revievii CQOrctinator.
��� ��� �� � � � � � •75 South Fr.ontage"Road.�
z, � ��° �+ � b
,y� '"" "j,�.'r � �� � = '� � " 1 � V��'S�i�� }y�.°a�s.
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E�S � � 5
' �'�� ..Q�� $ p��`� -�� a..z:�
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�� �''' � +�}�1.�� �"� �� ��a
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�'^ . .' �!a?'" � ��+�e" '` 's� �..='. � ����c,. �" � �� '
TOWN OF VAIL MECHANICAL PERMIT APPLICATIOIV
The followinq items MUST be attached to this permit application
Mechanical Room Layout drawn to scale to include:
Mechanical Room Dimensions
Combustion Air Duct Size and Location
_ Flue, Vent and Gas Line Size and Location
Heat Loss Calculations
Equipment Cut/Spec Sheets
Q ��-�r.. �Jr ��'�'e' _
Project Address .._ ►/��. _ . _ _ _
3.0� �,�.i�y� � 1r��� �� Cl`b 1G(��2
Project#:
�I.,,n.� �- . G- �' _ /� p�
Building Permit#: �JQ `�U�-! �
Contractor Information /�, c1
yln '+' �� /�� � l Mechanical Permit#: � Q� ^ V� ��`
Company: � �� � 1�"�Q G �dl� ('� l
� � � �'R����. �.�, ': Detailed Description of Work:
Company Address:
'. City��l ��l 1 Q- State:C� Zip: � �l� ���{{ I(� ' / (� {'� �J.y C�t" �
Contact Name: ,� �- � �5�"�
/ C� S ������.
' Contact Ph: Cell�� ' �����`
'. E-MaiL
� (Use additional sheet if necessary)
Town of V � ontra tor Regi r 'on No: 1 � � Complete Valuation for Mechanical Permit:
x 1 � �
' '` ', Mechanical$ ��–
', Cont actor Signature
_. . _. _..
Property Information Work Class:
' New( ) Addition ( ) Remodel (�,}�Repair( ) Other( )
' Parcel#: .
' ' Boiler Location:
Legal Description: Lot# Blk#
Interior( ) Exterior( ) Other( )
i Subdivision: No/Type Existing Fireplaces: '
! Job Name: ' Gas Appliances( ) Gas Logs O Wood/Pellet O
Owner Name: ' No/Type Proposed Fireplaces:
Mailing Address: Gas Appliances( )Gas Logs O Wood/Pellet O
, (For Parcel#Contact Eagle County assessors Office at 970-328-8640 or visit
', www.eaglecounty.us/patie) Building Type:
- - Single-Family( ) Two-Family( ) Multi-Famity( )
Architect(�) Designer( Engineer( )
r� � �� Commercial ( ) Townhome( ) Other( )
Name: �� 'Q-
' Phone: ��'� ,."' Z�1�p Date Received: __. . _ __
Fax: �'� ' 2 ��O� r �� �� L� \VI �
; E-MaiL• D � �
_ _ '
���� f�F� 0� 2�C3
TOWN OF VAIL
NOTE: �'HIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.
.�
TOWNOFYAII. '
Town of Vail, Community Development,75 South Frontage Road,Vail, Colorado 81657
p.970.479.2139 f.970.479.2452 inspections 970.479.2149
PLUMBING PERMIT Permit #: P08-0161
ACOM Project #: PRJ08-0642
Job Address: 304 BRIDGE ST VAIL Status. . . : ISSUED
Location.....: BIG BEAR BISTRO, RED LION INN Applied . . : 12/08/2008
Parcel No...: 210108253016 Issued. . : 12/08I2008
Expires . .: 06/06/2009
OWNER LANDMARK COMMERCIAL DEV CO 12/08/2008
610 W LIONSHEAD CIR STE 100
VAI L
CO 81657
APPLICANT OUT WEST MECHANICAL, INC. 12/08/2008 Phone:970-827-5702
602 SPRUCE RD, RED CLIFF
P.O. BOX 521
MINTURN
CO 81645
License: 377-P
CONTRACTOR OUT WEST MECHANICAL, INC. 12/08/2008 Phone:970-827-5702
602 SPRUCE RD,RED CLIFF
P.O. BOX 521
MINTURN
CO 81645
License:377-P
Desciption: TENANT IMPROVEMENT: NEW SINKS, PIPING, CAPPING OFF OLD
WATER LINES.
Valuation: $1,000.00
....,,.....�....,��.«.,..,.......�.............��........«..�.,�������......�....... FEE SUMMARY ..,,.........,���.,.�..�,....���....�»w.....�.��...���.�.....»...�.»....��.�,......�..
Plumbing Permit Fee---> $15.00 Will Call------------------> $4.00 Total Calculated Fees---> $22.75
Plan Check----------------> $3.75 Use Tax Fee------------> $0.00 Additional Fees------------> $0.00
Investigation--------------> $0.00 TOTAL PERMIT FEES--> $22.75
Total Calculated Fees--> $22.75 Payments-------------------> $22.75
BALANCE DUE-----------> $0.00
�����.��....,..:..,..�.....*...,.*.*.«�.��.....�...,.:�:::..,...��...,.......�«.....,.��...,..�..,...,...�..*..*........,....:.��.....��.«,.*,*«�.������.....::..,.......�..�.�.�.�..,..,...............
APPROVALS
Item:05100 BUILDING DEPARTMENT
12/08/2008 JLE Action:AP
......,�.....,.>..,...,,,.>..................................�....��.............,..��.......,,.�.........,...,,�:�..�.:..,.���..,,...........��....�........,.,,.....,.....,,..��...........,..
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
:............,,,��......:�.....�.......�,..........�„:.:,.�,.�....,..........�.,,.,,:..::...:..............,,�...:�,,....,,..�.::�......�..........«....�.,,.,...�...:...........,.................
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan, and state that all the 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 AL BE MA TW - UR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM-4 PM.
1� - �- �
S� natu Owner actor Date
Print N me
plmbpermtl_041908
�
*********+********************************************************************************+*
TOWN OF VAIL, COLORADO Statement
+**********************************************+***************++******+*****+*************+
Statement Number: R080002322 Amount: $22 .75 12/08/200801:17 PM
Payment Method: Check Init: JLE
Notation: 2053 OUT WEST
MECHANICAL
-----------------------------------------------------------------------------
Permit No: P08-0161 Type: PLUMBING PERMIT
Parcel No: 2101-082-5301-6
Site Address: 304 BRIDGE ST VAIL
Location: BIG BEAR BISTRO, RED LION INN
Total Fees: $22 .75
This Payment: $22 .75 Total ALL Pmts: $22 .75
Balance: $0.00
************************************************************************+*******************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 3.75
PP 00100003111100 PLUMBING PERMIT FEES 15.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
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TOWN OF VAIL PLUMBING PERMIT APPLICATION
_ . . _ _ ___ . _ . _ � __ _ _ �}
_ � _ _ _ _ � _ _
Project Address: ; Project #: V � � � � � � � '
✓� � `-� � � �C- �� ' � � Building Permit #: �C�CJ � � ! �
Plumbing Permit #: �U� ��/ t l(/ (
, � _.._ � . — t _ . . . __ _ .__.__.._ . —
Contractor Information r Architect O Designer O Engineer O
�
' Company: V� (NG � 1 ���;�:C.�l �LL�_ s Name:
Phone :
! Company Address: � � L>� �� ,' Fax. '
' City: � lGN I.LVU State: ��J Zip: � `�Y7 e E-MaiL
Contact Name: �� - ,� - � ��. . _._ _ . e
7,�G ` Detailed Description of Work : �(,� {� � /� �
Contact Ph : �/U / � 3 � � Cell :
E-MaiL � ,
<
� Town o Vail Contrac egi ation / ' �� O ( � ( Lt� C
; �� ��-�. Cv w l
' Contractor Si a e req ired)
; (Use additional sheet if necessary)
Plumbing Valuation (Labor & Material� Work Class : � � . _ . . . �_ �, � _ _ . . �
Plumbing $ IIUh� ''
New ( ) Addition �/) Remodel ( ) Repair ( ) Other ( )
.
\,. ... . ._..
� �. �� � �� _ „_ a9��, _, � _ _.,, .. .. . m . Building Type: �
Property Information
Single-Family ( ) Two-Family ( ) Multi-Family ( )
Parcel #: ` Commercial � Townhome ( ) Other ( ) ,
.�..._ .. . ..... _._____ �........_ .. . ..._._. .. . _.. ;
' Legal Description : Lot # Blk #
Subdivision : Date Received :
' Job Name: �r IJ ` �
Owner Name : � !�
Mailing Address: D � � (� �� `�/ f �'
(For Parcel # Contact Eagle County assessors O�ce at 970-328-8640 or visit � -� �J �
', www.eaglecounty. us/patie)
_ ...... ......... _. ..,� . . . .._....._ . _ ._.., ... . .
nFr. a � �� 4 �
22 . � � TOWN OF VAIL
�
12-23-2008 Inspection Request Reporting Page 10
4 ' 24 pm Vail CD Citv Of
Requested Inspect Date: Wednesday, December 24, 2008
Inspection Area : JRM
Site Address : 304 BRIDGE ST VAIL
BIG BEAR BISTRO, RED LION INN
A/P/D Information
Activity: B08-0391 Type : A-COMM Sub Type : ACOM Status: ISSUED
Const Type: Occupancy: 45 Use : VA Insp Area : JRM
Owner: LANDMARK COMMERCIAL DEV CO
Contractor: GEHL HOMES Phone : (970) 300-2727
Description : TENANT IMPROVEMENT-BIG BEAR BISTRO
Requested Inspection (s) 2 � ��✓�
Item : 90 BLDG -Final Reque�ed Time: 08 : 00 AM
Requestor: GEHL HOMES Phone : (970) 300-2727
Comments: W/C MIKE - 376-7 11
Assigned To : JMONDRAGON —��� Entered By: SBELLM K
Action : Time Exp :
Comment: ONTRACTOR .
Gg� � °
' � C�l'��
�
Inspection Historv
Item : 30 BLDG-Framing "'" Approved *`
12/10/08 Inspector: shahn Action : AP APPROVED
Comment:
Item : 50 BLDG- Insulation
Item : 60 BLDG-Sheetrock Nail "" Approved "*
12/15/08 Inspector: shahn Action : AP APPROVED
Comment:
Item : 70 BLDG-Misc.
Item : 90 BLDG- Final
12/22/08 Insp�ector: GCD Action : NO NOTIFIED
Comment: CANCELED BY CONTRACTOR .
REPT131 Run Id : 8862
12-23-2008 Inspection Request Reporting Page 13
4 : 24 pm Vail , C � - Citv Of
Requested Inspect Date : Wednesday, December 24, 2008
Inspection Area : JRM
Site Address : 304 BRIDGE ST VAIL
BIG BEAR BISTRO, RED LION INN
A/P/D Information
Activity: M08-0314 Type : B-MECH Sub Type : ACOM Status : ISSUED
Const Type : Occupancy:� Use : Insp Area : JRM
Owner: LANDMARK COMMERCIAL DEV CO
Contractor: 2 MILE MECHANICAL Phone : (719) 486-0496
Description : TENANT IMPROVEMENT: VENTIIATION , DUCTING FOR NEW RESTAURANT
Requested Inspection(s) ��f �•�c.y,� �
L (
Item : 390 MECH-Final Requested Time : 09 : 00 AM
Requestor: Mike Gayle Phone : 376-7811
Comments : Bldg final is als c uled , will call Mike 376-7811
Assigned To : JMO�NDRAGON � /�'� Entered By : DGOLDEN K
Action : Time Exp : �
�
Inspection Historv
Item : 200 MECH- Rough ** Approved ""
12/10/08 Inspector: shahn Action : AP APPROVED
Comment:
Item : 310 MECH-Heating
Item : 320 MECH-Exhaust Hoods
Item : 330 MECH-Supply Air
Item : 340 MECH-Misc.
Item : 390 MECH-Final
REPT131 Run Id : 8862
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