HomeMy WebLinkAboutB08-0072 B07-0360 �9�
Communit� Developr�zent Deprzrtl�ierit
75 Soutli Froritrzgc Rorrd
V�zil, Colorc�do USA 81657
CERTIFICATE OF OCCUPANCY
This certificate is issued put•suant to tlie requirenlents of Title 10, Section 10-1-2, ADOPTED COD�S of the Vait 'Totivn
Code certifying d�at, at the time of issuance, dlis structure was found to be substantially ii1 compliance with the variolis
ordinances of the town regulating buildii�g construction or use for the following:
Name and description of project CORE AND SHELL R�SIDENTIAL CONDO AND RETAIL SPACES
Address oE project: 288 BRIDGE STREET
Owner name and address ROSENQUIST RICHARD N. - BROWN TEFPREY 385 CLAYTON SZ' DENV�R,CO 80206-4228
IBC Edition:
Permit Nuulber(s)
2003
B08-0072
Occupancy Group(s): R2/M/!12/B Type(s) of Construction: V
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`Martin Haeberle, Chief Building Official
Occupant Load: VARIES Sprinkler System Y�N Type: 13
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Date
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� TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S.FRONTAGE ROAD
VAIL,CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIlbIES
ADD/ALT COMM BUILD PERMT Permit # B08-0072
Project# � �p 1- a�C 3�(
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.......: RUCKSACK BUILDING Applied.. . : 04/07/2008
' Parcel No....: 210108244003 Issued. . . : �05�8f�998-- l 1� (�-!f�
Expires.....: 11/16/2008
OWNER ROSENQUIST,RICHARD N. - BROW 04/07/2008
- SELBY, CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT HIGHLAND BUILDERS CORPOR.ATIO 04/07/2008 Phone: (719) 499-9248
2598 Palmer Park Blvd.
Colorado Springs
CO 80909
License: 208-A
CONTRACTOR HIGHLAND BUILDERS CORPORATIO 04/07/2008 Phone: (719) 499-9248
2598 Palmer Park Blvd.
Colorado Springs
CO 80909 '
License: 20$-A
Desciption:
CORE AND SHELL FOR NEW SECOND FLOOR RESIDENTIAL CONDO AND
GROUND FLOOR RETAIL SPACES IN TI-�BRIDGE STREET BUILDING
(FORMER RUCKSACK)
Occupancy: mixed
Type Construction: VA ,
Valuation: 1,348,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0
i�►tiitt#*iit!#i►ttti#t4tfti�titittl�*ttRRitiiii+F#t4�t�►ii4#4#if#ttk FEE SUMMARY *i4f4t#tti►�i�ii4�i1�#�Iitiftiiit�M/itRiiit#ittti�tiiitii4ttt•
Building—= $6,8 7 8.95 Restuarant Plan Review--> $0.0 0 Total Calculated Fees--> $3 9,15 9.2 7
Plan Check--� $4,4 71.3 2 Recreation Fce------> $0.0 0 Additional Fees---> $84,917.2 5
Investigationa $o.0 0 TOTAL FEES > $3 9,15 9.2 7 Total Permit Fce------> 12 4,0 7 6.52
Wi11 Call—> $4.00 Payments —> 124,076.52
BAI,ANCE DUE---> $o.0 0
•iiit4tf#tit►t#ltttt�iftti�iit�*ttti#tti►ii/i##�kM�Y�ki►itti*t#*ti#tiiitit#t#ittiti�#4�kt*t#iti�ti#►i44t#ttittiiit*itttltii►t+liitiittittRltt�i�iiti�t
Approvals:
Item: 05100 BUILDING DEPARTMENT �
04/21/2008 cgunion Action: CR corrections
required. sent comments to applicant and architect
F:\cdev\CHRIS\PERMIT.COMMENTS\B07-0307\B07-0307.DOC
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05/Ol/2008 cgunion �Action: CR second check
review comments sent
F:\cdev\CHRIS\FERMIT.COMMENTS\B08-0072\B08-0072.secondcheckDOC.DOC
OS/05/2008 cgunion Action: AP APPROVED REVISED,
CORRECTED PLANS DATED 5/1/OS
11/14/2008 cgunion Action: AP APPROVED REVISED
PLAN SETS DATED 11/14/08
Item: 05400 PLANNING DEPARTMENT
04/16/2008 sdh Action: AP Approved, with
additional conditions placed on issuance of permit.
11/14/2008 RLF Action: AP APPROVED 11/14/OS
REVISIONS '
Item: 05600 FIRE DEPARTMENT
OS/09/2008 mcgee Action: AP Fire sprinkler and
fire alarm permits and plans required.
Item: 05500 PUBLIC WORKS
05/13/2008 csalli Action: AP
itif►iit�i/ttiitittif4ttRK�ti#iit�tf#�l�t4ti�iit4tit*�1*#i#iiiiti4#i►4tift�t#tiiit�ktt4ittt►f4iFt#i1��tiit�Y#iltFiit��litit►#tfit►it/+Ittif►ittttitii#/
See the Conditions section of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the informatio completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and p , ly with all
Town ordinances and state laws,and to build this structure according to the towns zoning and subdivision co desi ' w
approved,Intemational Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS ADVANC AT 479-2149 OR AT OUR OFFIC OM 8:00 AM•
4 PM. .
S ATURE OF OWNER O NTRACTO AND OWNER
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CONDITIONS OF APPROVAL
Permit#: B08-0072 as of 11-17-2008 Status: ISSUED
************s*****s*********************************s*******s******************************s*****s******
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 04/07/2008
Applicant: HIGHLAND BUILDERS CORPORATION '
Issued: OS/20/2008
(719)499-9248 To Expire: 11/16/2008
Job Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Parcel No: 210108244003
Description:
CORE AND SHELL FOR NEW SECOND FLOOR RESIDENTIAL CONDO AND
GROUND FLOOR RETAIL SPACES IN THE BRIDGE STREET BUII,DING
(FORMER RUCKSACK)
**********************************s************Conditions:***s*s**********s************************s****ss
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTEA
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0009897
The Developer shall submit executed agreements for
encroachment,shoring and/or temporary access on,over,
under or across adjacent properties. Such agreements shall
be executed by and between the developer and the adjacent
property owners,inclusive of the Town of Vail,prior to
issuance of a building permit,for any and all
improvements,temporary access or dishubance proposed off
of Parcels 1,2,3,and 4;parts of Lots C and D,Vail
Village First Filing.
Cond: CON0009957
SEPERATE PERMITS WILL BE REQURED FOR FUTURE RETAIL SPACES
204-207 AND FINISH OF FUTURE SECOND FLOOR RESIDENTIAL UNIT.
THIS BUII.,DING PERMIT IS FOR CORE AND SHELL ONLY.
Cond:CON0009958
SPECIAL INSPECTION REPORTS REQUIRED PER STATEMENT OF
SPECIAL INSPECTION. SEE PLANS
Cond:CON0009972
Fire alazm permit required
Entry: OS/09/2008 By: mcgee Action: AP Entry: OS/09/2008 By: mcgee Action: AP
Cond:CON0009973
Fire sprinkler permit required.
Cond: CON0010455
COMPLETE FIRESTOPPING PACKAGE TO BE SUBMITTED AS A DEFFERED
SUBMITTAL ITEM SEE ARCHITECTS RESPONSE TO PLAN CHECK
COMI��NTS
Cond:CON0010457
:�
�TI�APPLICANT SHALL REPLACE EXISTIl�TG ROOF OVER RESIDENTTAL
+`AND ON TOWER WITH DAVINCI SHAKE AS APPROVED BY TI�DRB
UNLESS FUTURE DRB APPROVAL IS RECENED FOR A CHANGE TO
MATERIALS.
Cond:CON0010458
Tf�APPLICANT SHALL REPLACE ALL RAILINGS ON OR ADJACENT TO
TI�EAST ELEVATION WITH WOOD RAII,ING TO MATCH EXISTING
RAILING.
Cond:CON0010459
N4 CONSTRUCTION MAY ENCROACH OVER THE PROPERTY LINES
`° Development Review Coordinator
•._ . _ � �. ��
�: � � ' � � �� �' 75 South Frontage�Road �
� � �� �� � " Vai�r CD`�$�.�J�7 �
° `� �r, ��_�� . " ..,:.; Phone: 970-479-2128 :;
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Faxi970-479-2452
�� ��_� ��� �� � �,� � , , * � ���R�ctions: 97Q-479-2149'
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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 $55.00 per hour(2 hour minimum), and are due upon issuance.
. . _.._ _. __ (J/Revisions _
Permit#(s) information applies to: Attention: O Response to Correction Letter
�� , ° attached copy of correction letter `
' u`���� � �D� oZ ��a�J"j S��c��1(lCZ��( ( ) Deferred Submittal
( ) Other
Project Address: ��� �` j�� ? 5 r Description/ List of Changes:
dC
' Contact Information
Company: 6[ ����b4 c,f� �cJ s/'1 O�-�f�7�
Company Ph: ���- ��%'���(�Fax: Y��- � C� �
Contact Name: /l�'tl��} �4�L 1��(�3f C�
Contact Ph: �l�/ Z y�' ���� Cell: ,�(�.c,�
E-Mail: �/�, ,2(/�\ I/ll G�l4cct4��U c d�4cSS ,C6C.�(
Town of Vail Contractor Registration =�(
X �� ��
', Signature (required)
Revised ADDITIONAL Valuations (Labor 8� Materials)
(DO NOT include original valuation)
Building$
Plumbing$ (Use additional sheet if necessary)
Electrical$
Mechanical$ ' ._.._ v.._, ... .� .._
____
�, Fire Sprinkler/Alarm$ Date Received: �I �'� � `=' `_'� � � � ��
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To�� � �i NOV 0 6 2008 ' �
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_ _ _ ! TOWN OF VAIL
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' �,.,;�,���Et.�,.n.J11:1,:\ri�iiie�i�t FRITZLEN PIERC� ARCHITECTS �:
VViili<iitt F. !'ii�ri:ir,!tr;lti!t�Cf i
� T��snn Ck�ariluii,C)irc+.t��r:�f:�rchitcr.turc VAII,COLORADO i
f�afhv hlc-clii��;a.(.'3fii�:����•I�u��ger !
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November 13, 2008 � lM � \Y� � il
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Chris Gunion, Building Plans Examiner N�� � 4 ���8 'I
Department of Community Development
;�
Town of Vail Music Festival ;j
75 S. Frontage Rd. T'�WN �� VA��
Vail, CO 81657 �°�•
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Re: Plan Review Comments (based on plans submitted 11/06/08) �i
Building Permit# 608-0072 '�
�'�
2886ridge Street ;;
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Chris, '��
Thanks for the opportunity to review your comments, above referenced,with you and Martin 'I
this morning. Attached are responses and revisions to the plans per our discussions. Our responses to !li
your comments are in red lettering following your comment '!
The plan revisions include responses to comments from Rachel Friede, dated 11/10/08. ;
Please note that per our discussion this morning we are still considering options for repr�oofing the
existing roof surfaces that remain,the tower and Unit R-3. We will make a selection of roofing
products based on roof slope,Class A rating, and existing construction of these toofs. We will make
a lication to Desi n Review fo I approval of the products selected. ,
PP 8
Pleas ntact rr� you ve any questions. '�
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Pierce, Archii Town of Vail �''I
OFFICE COPY �'
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De,aa�tment of Community Diewe�opment D � � � � � � �
Building Safrty and Insp�eeribn Seivic�s I':I
�s so�►,f�naye Road NOV 14 2008 'i
�ai/, Cobrado 81657 '�
970-4T9 2138 TOWN OF VAIL I
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fAX 970-475 2952
www.vaik�ov.aom
BUILDING SAFE7Y AND INSPECTION SERVICES PLAN REVIEW CdMMENTS:
Building permit plan r+�risions submitbed ii/06/08 �I
TO: Contractor/A Inn icant Archite '��
Highland Builders Bill Pierce �
Mark Hallenbeck proj#0721 �
FAX/Email #: mark@highlandbuiiders.com bill@vailarchite�ts.com
, !;
NUMBER OF PAGES: 4 '��
FROM: Chris Gunion, Building Plans Examiner � !,i
DATE: 11/12/08 '
BUILDING PERMIT#: 608-0072 '�I
OWNERS NAME: Jeff Selby ��I�
SITE ADDRESS: 288 Bridge Street 'i I
OCCUPANCY GROUP: mixed '��
TYPE OF CONSTRUCTION: VA ��
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NUMBER OF STORIES: 3
BUILDING AREA: 10101 s.f.
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The documents submitted for this project dated li/06/08 have been reviewed for compliance with I,
the 2003 Intemational Building Code, 2003 Intemational Residential Code, 2003 Intemational !
Mechanical Code, 2003 Intemational Fuei Gas Code, 2003 Interna�onal Plumbing Code, 2003 I
Intematlonal Energy Conservation Code and 2008 National Electrical Code as modified and adopted I,
by the Town of Vail.
7rie fro/%wing ao�nn�nt�w!//n�e�erl tn de addrzesse+d prio�tv i�ruanae of a buf/ding permit:
For processing:
• Please submit three com In ete sets of revised construction documents containing the requested '
information with al1 plan revision items clouded or otherwise identlfied Partial �lan sets or '
loose olan sheets are not aaaeal�ed. I
• Please resaond in writing to each comment by marking the attached list or creating a resuonse �i
letter. Indicate which qlan sheet, detail, sr�ecification, or calculation sMows the rea� �
information. Please send revisions to the attention of the plans exami�er with the buildinq ';
�it application number noted.
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• Pl��se be sure to include on the resubmittal the engineer's or architect's"wet"stamR, signature, �
reaistration number and date on the cover page of any structural calc4lations, all structurai I
details and structural sheets of the plans. For commerciai or multi-family orojects all sheets of
the �lans must be stam� �
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Please coordinate plan resubmittal with any Planning or Fire Department comments. !
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i Include reference to ali SK detail sheets on the full size plans. Provide a section cut or other detaii
reference on the appropriate plan sheet. �i
See attached detail manual. SK detaiis are referenaed on Sheets Si, S2, S3, S4, and S6. 'i
These plans are stamped by archifiect to reference architectural details only. '
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2 Include complete firestopping details for all pipes, conduits, cabies and other items penetrating fire '�,
resistive assemblies. This was to be a deffered item from the o�iginal plan review and has not been !
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submitted. IBC 703 !
Contracbor will provide design installation and oertification of penetration protection by ';
liaensed engineer for each penetration of inembrane assembiy.
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3 Revise sheet X001 to indicate the correct occupancy type for the second floor on the code floor plans '�
sheets and the code summary spreadsheet. Plans show reference to R occupancy. This space has '
changed to M occupancy.
See revfi�ed sheet X001; Revised fio Business group B '''I
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4 Revise all exit and occupant load numbers on 2/X001 and 3/X001. Second level and first level plans i
are incorrect. Coordinate with the X011 spreadsheet. IBC table 1004.1.2 �
See revised sheet X001; Load number revised per X001 spreadsheet. !
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5 Revise sheet X001 to indicate the area on the adjacent north egress easement at the new exterior i
exit stairway is non-buildable, or provide fire barrier at the north property line per IBC 706 and 602 �
See rc.wised sheet X001; Noted as non-buildable ';
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6 Complete the code sumrnary on sheet A000 to indicate the mechanical, plumbing and electrical codes '!,
to indicate the current codes as adopted by Town of Vail. See cover page for list of those codes. I
See reviaed sheet A000
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7 Revise sheet A200 to show the accessible route to storage room 102. IBC 1104 �,
Aaoessibility not required by IBC 1104.4 exaeption i. j
8 Include construction details including handrails for new stair from retail 207 to storage 102. Clearly III!
indicate on pians as new stair. IBC 1009
See revi�ed no�es on stair; Sheet A200 �
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9 Clarify note on exissting stairway into hall 10194'-9"from landing 100'level that indicates UP.
See revised sheet A201 'II
10 Revise plans to show wall type identification tags on ail new walls. Multiple sheets. � '
See Revi�ed Sheets A200,A201, A202 �
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11 Revise sheet A201 and A202 to clarify lines shown in the void space between this building and the I
A&D building behind the gate. '
This spaoe is oocupied by emergency exit route for ABkD Buiiding per agreement between �
owners of both properties. Stairs indicated are not supporbed by A&D Building '
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12 Revise plans for the new east exterior stairway to comply with IBC 1009.5.2. '�
See revised sheet 2/A704 "
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13 Revise sheet A201 to show the accessible route to retail space 205.
See Revised Sheet A201
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14 Revise sheet A201 to show handrails on the stairway from Bridge Street to retail space 205. ,
See Revised Sheet A201
15 Revise sheet A201 to show 1 hour wall type identification tags on the mechanical shaft at the left of �,
grid line 5. !;
See revised wall tag and struetural referenoe, sheet A201; Reference revised wall type
W9 Sheet A801 "
16 Revise A201 section reference at the existing bathroom and trash room area. Secdon reference text
is not complete.
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See revised sectlon re�ferenoe, sheet A201
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17 Revise A201 to indicate wall type construction for the trash room walls. 1 'hour fire barrier ;
cons�uction is required within 5'of the property line. IBC table 602. A parapet wall is required per '�
IBC 704.11
See revised wall tag sheet A201; Referenae revised wall type W9 Sheet A801 �!,
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18 Revise finish landing level at the exterior stair door from retaii 206. Landing shall be at the same !
elevation per IBC 1008.1.4. sheet A201 ''
One inch drop to exfierior deck surfaae approved by Martin Haeberle ii/13/08 i
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19 Revise A201 to ciearly dimension the east stair widths and the stairs and landings. Reference A703 j
details. IBC 1009 '
See A703 for details. '�
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20 Revise A201 to indicate the east stair riser height and tread depths. Reference A703 details. IBC
1009 I'�
See sheet A703 and A303.1 for details.
21 Revise sheet A202 finish deck elevations. The landing elevations shall be�he same as the interior
floor. IBC 1008.1.4
One inch drop to exterior dedc surfaoe approved by Martin Haeberle 11/13/08
22 Coordinate location of deck adjacent to the north of the elevator sheet A202. Structural pians do not �;
match. '�
See r+evised structural pians sheet S3
23 Revise sheet A202 to show handrails and specify riser height and tread depths at the stairways in the I,'i
rear deck spa area. ;
See revised sheet A202 � '��
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24 Revise sheet A202 to specify stair width, riser height and tread depths at the east stair. Also �;
reference appropriate stair details or sections. ;
See A703 for details. ',',
25 Revise sheet A202 to indicate to provide safety glazing at all existing windows within 60"of the new i
spa. IBC ch. 24
Spa is not induded in project ;
26 Show compliance with IBC 3109.4 for the spa enclosure or safety cover. Sheet A202 i
Spa is not included in project ;,'
27 Revise sheet A203 to specify stair width, riser height and tread depths at tMe east stair. Also �
reference appropriate stair details or sections.
, See sheet A703 and A303.1 for de�ails.
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28 Revise A203 to provide a minimum 36"width at the new deck access to the existing north deck area.
IBC 1003.3.4
Rebuild to current oonditlon �
29 Revise A204 to provide a secction at the roof overhang where shown at the north properly line �
adjacent to elevator. This roof are has changed from the original plan. Show compliance with IBC '
704.11 'I
Roof overhang shown within property Iine.Con�acbor tio submit ItC j
30 Revise sheet A303 to indicate the proposed finish grade. II
See Revised Sheet A303.1 ;�
31 Revise east elevation to correspond with the second floor deck plan. Sheet A303 shows deck railing ;
to grid line G. '
Revision referenae is noted on elevation
32 Coordinate 1/A701 with the A201 floor plans at the trash room area. Plans do not match.
See r+evi9ed detail i/A701 ;
33 Revise A704 handrail extension detail to comply with ANSI 117.1. The extension is �hown incorrecNy. ,;
See revised der�ail 2/A704 !�
34 Revise A802 to indicate the app�opriate 1 hour roof/ceiling assembly detail. The UL details !�
referenced appear to be for beams.
See revised sheet A802 tor notie reference
35 Revise A802 east deck section. This detail appears to be no longer relevant. i
De#ail 1/A802 is void. '!
36 Revise 6/A803 to show 1 hour assembly on the roof beam per the approprfate fire resistive assembly �
listing.
Detail6/A803 is revised 1�include 5/8 Inch Type X beam wrap.
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37 Include the 1 hour roof/ceiling detail on sheet A804 construction assembly details. ��,
See revised sheet A/804
38 Revise detail A807 to provide a minimum 30"parapet above the roof deck per IBC 704.11. Show the ,
property line location on this section. Construction may not encroach onto the adjacent properly. !
See revised detail per discussion with Martin Haeberle 11/13/08, ReFerence Sheet A807 '
and revised structural SK-20 �i
39 Reference detaii A/807 on the floor plans sheets.
See sheets A201 and A703
Structural Comments: I'II
40 Coordinate second level deck north of elevator with architectural plans. Sheet S3 shows further 'I
encroachment to the north properly line. I
See r+evised structural plans, Sheet S3 'I
41 Coordinate roof ovefiang location with architecturai plans at the roof adjacent to the elevator where li
shown at the.norlfi properly line. Encroachment onto adjacent properly is not permitted. � �,
Roof ovefiang shown within properly Iine.Contracb�r bo submit TLC I
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Plumbina Comments:
42 Revise plumbing plans to show the revised architectural background floor plans. '
Plans were revised.
43 Inciude a second floor core/shell plumbing plan. �
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PlumWng pipelines were revfsed and they are routed through the aeiling of the first level i
now(see no�e #2) re�erNng to a riser on Pi.i where those pipes are valved and capped '
for fienar�t flnish oonttnuatlon. The 4"sanitary sewer is also routed in tl�e oei8ng of i'� �
IevN and oonnected tio tl�e existing sewer riser in the shaf�. I extended the no�e #i �o ,I
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indicaUe it more clearly. This is why we removed 2nd level plan. Detailed sewer routing is
indMa�ed on tanant finish plans for Ritz Carlton on P2.0 plan.The general note#2 calls I,
for fire rabed sealants on all piping perietratlng fire rated assembiles. I
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LNec�ankal Comments: i
44 Revise sheet M2.0 to provide smoke/fire dampers at duct penetrations into the 1 hour vertical shaft. !
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IBC 716.5.3.1 �
Missing dampers added. 'i
45 Revise M3.2 where snowmelt work is shown on the adjacent nortfi properly. Encroachment on the ';
adjacent property is not approved '�
Snowmelt zone #9 removed. See Snowmeit schedule on Mi.i and revised Aoor plan
M3.2. ',�
46 Revise mechanical plans to show the revised architectural background floor plans. I
Plans revised. ;
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47 Include plans for any relocation or alteration of the existing exhaust ducts or HVAC ducts from the '
basement restaurant space that have been effected by the remodel. I
All fresh air and exhaust from remodeled restaurant is now rout�ed infi�the shaf� Partial i
Boi�r Room Ceiling HVAC plan on M2.0 indiptes connecdon points(see plan note #i)
and a note"7 in fi capped for]oe's deli"on the pardal plan for exhaust. We added a note
(see nobe #20)that the oontrac�r remodeling the restaurant shali verif'y and provide �I
fire dampers on duclwork penetratlng from boiler room to 7ce's Deli if required as per i
your oomment#44 i
Electrical Commenis: II�
48 Revise electrical plans bo show the revised architectural background floor plans. Multiple sheets i
Plans revised. �i
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Piease refer bo the oover sheet for fMormatlon on resubmittin9 plans. In order to avoid delars in i�uanoe of I
a pnrn�it,please chac:k�(roquastad infarmadon is included with tl�e resubmitbad pians. Ple�se submit !
revised plans ss a oomplebe set. Partlal plan r�ubmittals will not be roviewed. i
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F:\cdev\CHRIS\PERMIT.COMMEM'S\BOB-0072\808-0072.revisions.DOC �I
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Department ofCommunity Deve%pment
Building Safety and Inspection Services
75 South Frontage Road
�ail, Co%ado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
Building permit plan revisions submitted 11/06/08
TO: Contractor/Applicant Architect
Highland Builders Bill Pierce
Mark Hallenbeck proj#0721
FAX/Email #: mark@highlandbuilders.com bill@vailarchitects.com
NUMBER OF PAGES: 4
FROM: Chris Gunion, Building Plans Examiner
DATE: 11/12/08
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 11/06/08 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 three complete sets of revised construction documents containina the requested
information with all plan revision items clouded or otherwise identified. Partial ulan sets or
loose plan sheets are not accepted.
• Please respond in writing to each comment by marking the attached list or creating a response
letter. Indicate which plan sheet, detail, specification, or calculation shows the requested
information. Please send revisions to the attention of the plans examiner with the building
permit application number noted.
• Please be sure to include on the resubmittal the engineer's or architect's "wet"stamp, signaturel
reqistration number and date on the cover page of any structural calculations, all structural
details and structural sheets of the plans. For commercial or multi-family projects all sheets of
the plans must be stamped.
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Please coordinate plan resubmittal with any Planning or Fire Department comments.
Architectural Comments:
1 Include reference to all SK detail sheets on the full size plans. Provide a section cut or other detail
reference on the appropriate plan sheet.
2 Include complete firestopping details for all pipes, conduits, cables and other items penetrating fire
resistive assemblies. This was to be a deffered item from the original plan review and has not been
submitted. IBC 703
3 Revise sheet X001 to indicate the correct occupancy type for the second floor on the code floor plans
sheets and the code summary spreadsheet. Plans show reference to R occupancy. This space has
changed to M occupancy.
4 Revise all exit and occupant load numbers on 2/X001 and 3/X001. Second level and first level plans
are incorrect. Coordinate with the X011 spreadsheet. IBC table 1004.1.2
5 Revise sheet X001 to indicate the area on the adjacent north egress easement at the new exterior
exit stairway is non-buildable, or provide fire barrier at the north property line per IBC 706 and 602
6 Complete the code summary on sheet A000 to indicate the mechanical, plumbing and electrical codes
to indicate the current codes as adopted by Town of Vail. See cover page for list of those codes.
7 Revise sheet A200 to show the accessible route to storage room 102. IBC 1104 --
8 Include construction details including handrails for new stair from retail 207 to storage 102. Clearly
indicate on plans as new stair. IBC 1009
9 Clarify note on existing stairway into hall 101 94'-9"from landing 100' level that indicates UP.
10 Revise plans to show wall type identification tags on all new walls. Multiple sheets.
il Revise sheet A201 and A202 to clarify lines shown in the void space between this building and the
A&D building behind the gate.
12 Revise plans for the new east exterior stairway to comply with IBC 1009.5.2.
13 Revise sheet A201 to show the accessible route to retail space 205.
14 Revise sheet A201 to show handrails on the stairway from Bridge Street to retail space 205.
15 Revise sheet A201 to show 1 hour wall type identification tags on the mechanical shaft at the left of
grid line 5.
16 Revise A201 section reference at the existing bathroom and trash room area. Section reference text
is not complete.
17 Revise A201 to indicate wall type construction for the trash room walls. 1 hour fire barrier
construction is required within 5'of the properry line. IBC table 602. A parapet wall is required per
IBC 704.11
18 Revise finish landing level at the exterior stair door from retail 206. Landing shall be at the same
elevation per IBC 1008.1.4. sheet A201
L
19 Revise A201 to clearly dimension the east stair widths and the stairs and landings. Reference A703
details. IBC 1009
20 Revise A201 to indicate the east stair riser height and tread depths. Reference A703 details. IBC
1009
21 Revise sheet A202 finish deck elevations. The landing elevations shall be the same as the interior
floor. IBC 1008.1.4
22 Coordinate location of deck adjacent to the north of the elevator sheet A202. Structural plans do not
match.
23 Revise sheet A202 to show handrails and specify riser height and tread depths at the stairways in the
rear deck spa area.
24 Revise sheet A202 to specify stair width, riser height and tread depths at the east stair. Also
reference appropriate stair details or sections.
25 Revise sheet A202 to indicate to provide safety glazing at all existing windows within 60"of the new
spa. IBC ch. 24
26 Show compliance with IBC 3109.4 for the spa enclosure or safety cover. Sheet A202
27 Revise sheet A203 to specify stair width, riser height and tread depths at the east stair. Also
reference appropriate stair details or sections.
28 Revise A203 to provide a minimum 36"width at the new deck access to the existing north deck area.
IBC 1003.3.4
29 Revise A204 to provide a section at the roof overhang where shown at the north property line
adjacent to elevator. This roof are has changed from the original plan. Show compliance with IBC
704.11
30 Revise sheet A303 to indicate the proposed finish grade.
31 Revise east elevation to correspond with the second floor deck plan. Sheet A303 shows deck railing
to grid line G.
32 Coordinate 1/A701 with the A201 floor plans at the trash room area. Plans do not match.
33 Revise A704 handrail extension detai) to comply with ANSI 117.1. The extension is shown incorrectly.
34 Revise A802 to indicate the appropriate 1 hour roof/ceiling assembly detail. The UL details
referenced appear to be for beams.
35 Revise A802 east deck section. This detail appears to be no longer relevant.
36 Revise 6/A803 to show 1 hour assembly on the roof beam per the appropriate fire resistive assembly
listing.
37 Include the 1 hour roof/ceiling detail on sheet A804 construction assembly details.
ti
38 Revise detail A807 to provide a minimum 30" parapet above the roof deck per IBC 704.11. Show the
property line location on this section. Construction may not encroach onto the adjacent property.
39 Reference detail A/807 on the floor plans sheets.
Structural Comments:
40 Coordinate second level deck north of elevator with architectural plans. Sheet S3 shows further
encroachment to the north property line.
41 Coordinate roof overhang location with architectural plans at the roof adjacent to the elevator where
shown at the north property line. Encroachment onto adjacent properry is not permitted.
Plumbing Comments:
42 Revise plumbing plans to show the revised architectural background floor plans.
43 Include a second floor core/shell plumbing plan.
Mechanical Comments:
44 Revise sheet M2.0 to provide smoke/fire dampers at duct penetrations into the 1 hour vertical shaft.
IBC 716.5.3.1 ,
45 Revise M3.2 where snowmelt work is shown on the adjacent north properly. Encroachment on the
adjacent property is not approved
46 Revise mechanical plans to show the revised architectural background floor plans.
47 Include plans for any relocation or alteration of the existing exhaust ducts or HVAC ducts from the
basement restaurant space that have been effected by the remodel.
Electrical Comments:
48 Revise electrical plans to show the revised architectural background floor plans. Multiple sheets
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\608-0072\608-0072.revisions.DOC
`,-""F'`��e�,`'�,�, �r`:�„`' ' FRITZLEN PIERCE ARCHITECTS
�1'illiam F Pierce,.Archit� �
Tyson Dearcluf�i; Dircct„i :_� ��c.iri��ci���,� VAIL,COLORADO
Kathy He>linga,Ofiice Mana�er
L� � � tJ V L�,
November 6, 2008 D
Chris Gunnion � .: ;� �- �� ����
Building Plans Examiner
Town of Vail
75 South Frontage Road ' ����� �� `��'��� '
Vail, Colorado
81567 ���,�00�2
Re: 288 Bridge Street, AKA The Rucksack Core & Shell plan clarifications
Dear Chris:
Enclosed please find three sets of revised and updated plans for 288 Bridge Street.
We have addressed several issues including:
• All possible future changes to the existing residential units have been deleted from these plans.
Any future changes will be addressed in separate permit issuances if and when they occur.
• All structural plans have been updated, including a series of 8 '/z x 11 sketches that have been
identified on the plans. Second floor framing plans now indicate the correct final design and
co nstru cti o n.
• All architectural floor plans have been updated for consistency and to reflect actual conditions
and include a series of 8 '/z x 11 sketches that have been identified on the plans.
• All architectural elevations have been updated for consistency and to reflect actual conditions.
• The site plan has been updated to reflect actual conditions.
• The east stairway has been completely redesigned and is shown in plan and elevation
correctly.
In addition, mechanical, electrical and plumbing plans for the base building have been updated and
the backgrounds updated.
We have included sprinkler plans in your sets understanding that stamped copies have also been
provided.
Fire alarm plans are included.
Rachel Friede has approved the Change to Approved Plans submitted earlier and has released us to
submit this application along with applications for the several tenant finish permits.
Sincerely, � ,
� ��
Tyson Deard�ff
(,71?fallridgf:Road,Suite C-1,
�.ail,Coloradi�8165'
I �a'O.d'b.b:i42
I� ��'O.4?6.�9p1
! inio c�vailarc:hitects.ccim
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ARCHITECTS
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COMcheck Software Version 3.5.3 '�' �'j
Envelope Compliance C�ertificate _.__ ��
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2003 IECC ������ �
Report Date: 10/31/O8 r �,,��PY
Data filename: P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck
Section 1: Project Information
Project Type:Addition
Project Title: Bridge Street
Construction Site: Owner/Agent: Designer/Contractor:
Bridge Street Jake Peterson
Vail,CO 81658 AEC
40801 US Hwy 6 and 24 Suite 214
Eagle Vail,CO 81620
970-748-8520
jake@aec-vail.com
Section 2: General Information
Building Location(for weather data): Vail,Colorado
Climate Zone: 15
Heating Degree Days(base 65 degrees F): 9248
Cooling Degree Days(base 65 degrees F): 44
Vertical Glazing/Wall Area Pct.: 10%
Activitv Tvoe(s) Floor Area
Retail Sales,Wholesale Showroom 4057
Office 395
Corridor,Restroom,Support Area 773
Restaurant 775
Section 3: Requirements Checklist
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Climate-Specific Requirements:
Component Name/Description Gross Area Cavity Cont. Proposed Budget
or Perimeter R-Value R-Value U-Factor U-Factor
all roof:All-Wood JoisURafter/Truss 4985 47.0 0.0 0.023 0.045
all walls:Wood Frame,Any Spacing 4327 21.0 0.0 0.062 0.064
all windows:Wood Frame:Double Pane,Clear,SHGC 0.60,PF 1.50 462 --- --- 0.360 0.520
wood doors:Solid 195 --- --- 0.300 0.108
sliding doors:Glass,Clear,SHGC 0.60,PF 1.50 250 --- --- 0.300 0.520
Basement Wall 1:Solid Concrete or Masonry>8",Furring:Wood, 2970 21.0 0.0 0.081 0.087
Wall Ht 10.0,Depth B.G.0.0
all other floors:All-Wood JoisUTruss 4843 30.0 0.0 0.033 0.040
basement floor:Slab-On-Grade:Unheated 270 --- --- --- ---
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Air Leakage, Component Certification, and Vapor Retarder Requirements:
� 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance
with the manufacturer's installation instructions.
. --- _ ....-_ _ ___ . .... ..-.
Project Title: Bridge Street Report date: 10/31/08
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck Page 1 of 6
� � � 2. Windows,doors,and skylights certified as meeting leakage requirements.
� 3. Component R-values&U-factors labeled as certified.
� 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that
achieves the rated R-value without compressing the insulation.
� 5. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers.
� 6. Cargo doors and loading dock doors are weather sealed.
� 7. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a
0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material.
� 8. Building entrance doors have a vestibule and equipped with closing devices.
Exceptions:
Building entrances with revolving doors.
Doors that open directly from a space less than 3000 sq.ft.in area.
� 9. Vapor retarder installed.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications
and other calculations submitted with this pertnit application.The proposed envelope system has been designed to meet the 2003 IECC
requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist.
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Name-Title S' n re Date
Project Notes:
Addition of residential part on second floor and rising roof on retails.
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COMcheck Software Version 3.5.3
Mechanical Compliance Certificate
2003 IECC
Report Date: 10/31/08
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck
Section 1: Project Information
Project Type:Addition
Project Title:Bridge Street
Construction Site: Owner/Agent: Designer/Contractor:
Bridge Street Jake Peterson
Vail,CO 81658 AEC
40801 US Hwy 6 and 24 Suite 214
Eagle Vail,CO 81620
970-748-8520
jake@aec-vail.com
Section 2: General Information
Building Location(for weather data): Vail,Colorado
Climate Zone: 15
Heating Degree Days(base 65 degrees F): 9248
Cooling Degree Days(base 65 degrees F): 44
Section 3: Mechanical Systems List
n i Svstem T,y_oe 8 Descri tp ion
2 Plant 1:Heating:Hot Water Boiler,Capacity>=600 kBtu/h,Gas
2 Storage Water Heater 1:Service Water Heater w/Circulation Pump
Section 4: Requirements Checklist
Requirements Specific To: Plant 1 :
� 1. Equipment minimum efficiency:Boiler Thermal Efficiency>=75%Et
� 2. Newly purchased heating equipment meets the efficiency requirements-used equipment must meet 80%Et @ maximum capacity
� 3. Systems with multiple boilers have automatic controls capable of sequencing boiler operation
� 4. Hydronic heating systems comprised of a single boiler and>500 kBtu/h input design capacity include either a multistaged or modulating
bumer
Requirements Specific To: Storage Water Heater 1 :
� 1. 1-in.pipe insulation on circulation systems
� 2. Automatic on/off control required for circulating systems
� 3. Gas Storage Water Heater efficiency>=0.53 EF
Generic Requirements: Must be met by all systems to which the requirement is applicable:
� 1. Load calculations per 2001 ASHRAE Fundamentals
� 2. Plant equipment and system capacity no greater than needed to meet loads
- Exception:Standby equipment automatically off when primary system is operating
- Exception:Multiple units controlled to sequence operation as a function of load
� 3. Hot water pipe insulation: 1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refigeranUbrine pipe insulation:1 in.for
pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation:1.5 in.for pipes<=1.5 in.and 3 in.for pipes>1.5 in.
Project Title: Bridge Street Report date: 10/31/08
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck Page 3 of 6
� - Exception:Piping within HVAC equipment
- Exception:Fluid temperatures between 55 and 105 degrees F
- Exception:Fluid not heated or cooled
- Exception:Runouts<4 ft in length
� 4. Newly purchased service water heating equipment meets the efficiency requirements
� 5. Water heater temperature controls:110 degrees F for dwelling units or 90 degrees F for other occupancies
� 6. Hot water distribution systems>=300 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of
supply/return delta T b)mechanical or electrical adjustable-speed pump drive(s)c)two-way valves at all heating coils d)multiple-stage
pumps e)other system controls that reduce pump flow by at least 50°/a based on load-calculations required
Section 5: Compliance Statement
Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications
and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2003 IECC
requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist.
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Project Title: Bridge Street Report date: 10/31/08
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck Page 4 of 6
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Mechanical Requirements
Description
2003 IECC
Report Date:
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck
The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance
Certificate.
Requirements Specific To: Plant 1 :
1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency:
Boiler Thermal Efficiency>=75%Et
2. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to
meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency.Used equipment must meet 80%Et @ maximum capacity.
3. Systems with multiple boilers have automatic controls capable of sequencing the operation of the boilers.
4. Hydronic heating systems comprised of a single boiler and>500 kBtu/h input design capacity include either a multistaged or modulating
bumer.
Requirements Specific To: Storage Water Heater 1 :
1. Piping for the specified circulating service hot water system must be insulated with a minimum of 1-in.insulation having a conductiv'ity no
>0.28 Btu-in/(h-ft2-degrees F).
2. Circulating service hot water systems must have a time switch control that can automatically tum off the system during unoccupied
hours.
3. Service water heating equipment used solely for heating potable water,pool heaters,and hot water storage tanks must meet the
following miniumum e�ciency:Gas Storage Water Heater efficiency>=0.53 EF
Generic Requirements: Must be met by all systems to which the requirement is applicable:
1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or
an approved equivalent calculation procedure.
2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing
both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within
available equipment options.
- Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment
must be automatically controlled to be off when the primary equipment and/or system is operating.
- Exception:Muttiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are
provided with controls to sequence operation of the units as the load increases or decreases.
3. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems:1 in.for pipes<=1
1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter.Chilled water,refigerant,and brine piping systems:1 in.insulation
for pipes<=1 1/2-in.nominal diameter 7 1/2 in.insulation for pipes>1 1/2-in.nominal diameter.Steam piping:1 1/2 in.insulation for
pipes<=1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter.
- Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment.
- Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55
degrees F and 105 degrees F.
- Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil
fuels or electric power.
- Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve
and HVAC coil.
4. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy
Conservation Act and the Energy Policy Act of 1992,which meet or exceed ASHRAE 90.1 Code.New service water heating equipment
can be assumed to meet these requirements.
5. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling
units and 90 degrees F for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110
degrees F.
6. Hot water space-heating systems with a capacity exceeding 300 kBtu/h supplying heated water to comfort conditioning systems must
include controls that automatically reset supply water temperatures by representative building loads(including retum water temperature)
Project Title: Bridge Street Report date: 10/31/08
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck Page 5 of 6
� .
` � or by outside air temperature.Exceptions:-Where the supply temperature reset controls cannot be implemented without causing
improper operation of heating,coofing,humidification,or dehumidification systems.-Hydronic systems that use variable flow to reduce
pumping energy.
Project Title: Bridge Street Report date: 10/31/08
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck Page 6 of 6
�
a "
COMcheck Software Version 3.5.3
Interior Lighting Compliance
Certificate
2003 IECC .
Report Date: 70/31/08
Data filename: P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck
Section 1: Project Information
Project Type:Addition
Project Title:Bridge Street
Construction Site: Owner/Agent: Designer/Contractor:
Bridge Street Jake Peterson
Vail,CO 81658 AEC
40801 US Hwy 6 and 24 Suite 214
Eagle Vail,CO 81620
970-748-8520
jake@aec-vail.com
Section 2: General Information
Building Use Description by: Activity Type
Activitv Tvoelsl Floor Area
Retail Sales,Wholesale Showroom 4057
Office 395
Corridor,ResVoom,Support Area 773
Restaurant 775
Section 3: Requirements Checklist
Interior Lighting:
� 1. Total proposed watts must be less than or equal to total allowed watts.
Allowed Watts Proposed Watts Complies
8725 1024 YES
� 2. Exit signs 5 Watts or less per side.
Exterior Lighting:
� 3. Efficacy greater than 45 lumens/W.
Exceptions:
Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting.
Controls, Switching, and Wiring:
� 4. Independent controls for each space(switch/occupancy sensor).
Exceptions:
Areas designated as security or emergency areas that must be continuously illuminated.
Lighting in stairways or corridors that are elements of the means of egress.
� 5. Master switch at entry to hotel/motel guest room.
� 6. Individual dwelling units separately metered.
� 7. Each space provided with a manual control to provide unifortn light reduction by at least 50%.
Exceptions:
Only one luminaire in space;
Project Title: Bridge Street ��� Report date: 10/31/08
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck Page 1 of 3
� An occupant-sensing device controls the area;
The area is a corridor,storeroom,restroom,public lobby or guest room;
Areas that use less than 0.6 Watts/sq.ft.
� 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft.
Exceptions:
Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies.
� 9. Photocell/astronomical time switch on exterior lights.
Exceptions:
Lighting intended for 24 hour use.
� 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts).
Exceptions:
Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair.
Section 4: Compliance Statement
Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and
other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2003 IECC,Chapter 8,
requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist.
G
,���,��f L�,. ,�� - �� ' �'�o �
Name-Title ignature Date
Project Notes:
Addition of residential part on second floor and rising roof on retails.
�P�p RE��Sr
O�.O�O. H C/��'S�
F
G ;� Z �
+ :Q 29840 m '
. r� � ���
��.
��SS�ONA�E�G\�
Project Title: Bridge Street '�.�� Report date: 10/31/08
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck Page 2 of 3
. �
COMcheck Software Version 3.5.3
Interior Lighting Application
Worksheet
2003 IECC
Report Date:
Data filename: P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck
Section 1: Allowed Lighting Power Calculation
A B C D
Area Category Floor Area Allowed Allowed Watts
(ft2) Watts/it2 (B x C)
Retail Sales,Wholesale Showroom 4057 1.7 6gg7
Off� 395 1.1 435
Corridor,ResVoom,Support Area 773 0.9 696
Restaurant 775 0.9 698
Total Allowed Watts= 8725
Section 2: Proposed Lighting Power Calculation
A B C D E
Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Retail S�es,Wholgsale Showroom(4057 aq.ft.)
Linear Fluorescent 1:F1:48"T8 32W/Electronic 2 8 64 512
i)flioe(395.sq.R)
Linear Fluorescent 1:F1:48"T8 32W/Electronic 2 1 64 64
+Corfidor.Restrnom,Support/U'#�s(773 8q.iti.)
Linear Fluorescent 1:F1:48"T8 32W/Electronic 2 6 64 384
�es�aura�(r�s sy.�.) .
Linear Fluorescent 1:F1:48"T8 32W/ElecVonic 2 1 64 64
Total Proposed Watts= 1024
Section 3: Compliance Calculation
If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies.
Total Allowed Watts= 8725
Total Proposed Watts= 1024
Project Compliance= 7701
. . .
Project Title: Bridge Street Report date: 10/31/08
Data filename:P:\Current Projects�27838-Bridge Street Building\Calculations\Mechanical\080228-comcheck.cck Page 3 of 3
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.
.
ro�+ro�v,�u .
Community Development
75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2138, f. 970.479.2452, inspections 970.479.2149
ADD/ALT COMM BUILD PERMT Permit # B08-OO7Z �
Project# �'1 � b � -b�3��
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.......: RUCKSACK BUILDING Applied .. . : 04/07/2008
Parcel No....: 210108244003 Issued . . . : 05/20/2008
Expires......: 11/16/2008
OWNER ROSENQUIST,RICHARD N. - BROW 04/07/2008
-SELBY, CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT HIGHLAND BUILDERS CORPORATIO 04/07/2008 Phone: (719)499-9248 �
2598 Palmer Park Blvd.
Colorado Springs
CO 80909
License: 208-A
CONTRACTOR HIGHLAND BUILDERS CORPORATIO 04/07/2008 Phone: (719)499-9248
2598 Palmer Park Blvd.
Colorado Springs
CO 80909
License: 208-A
Desciption:
CORE AND SHELL FOR NEW SECOND FLOOR RESIDENTIAL CONDO AND
GROUND FLOOR RETAIL SPACES IN THE BRIDGE STREET BUILDING
(FORMER RUCKSACK)
Occupancy: mixed
Type Construction: VA
Valuation: 1,348,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0
...«.«.......,..*..,.,.....*..*...............,.�.,�.,.......,,.......«. FEE SUMMARY ..,�...*..........«,...**.«..**...«........,........,..,,.........,.........
Building Permit Fee--> $6,878.95 Will Call--------------> $4.00 TOTAL FEES---------> 511,354.27
Plan Check-----> $4,471.32 Restaurant Plan Review $0.00 Payments---------------> $11,354.27
Addl Plan Hrs---> $0.00 Recreation Fee---> $0.00 BALANCE DUE------> a0.00
Addl Plan Review $0.00 Investigation Fee--------> $0.00
*«�,..««*«...«***.,*..****...******.......«***.,.«*,.«««***«««*.*..«*.*«**«......***...*:*.**...*�*.«******.*«*..«**.*..**.....*.�.............*..*«*
See the Approval and Conditions sections (following pages) of this document for any c � ions th apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an ac ate lot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comp w h all
Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, desig review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOUR I NCE BY TELEPHON 970-479-2149
OR AT OUR OFFICE FRO 8:00 AM -4 PM. YOU MUST P OVIDE T PERMIT NUM O OBTAIN AN
INSPE�TION. �� D
DATE NATUR OF OWNER OR CONTRACT OR HIMSE�F AND OWNER
,.,�
.,*....«.*..**......****,.*«..****..*.........,****.......*.**,...********�****.,►*,.**«*...«**��.�*****,...*«,,,,****..****....***...*.**«,.**«***..**.*�*.**
APPROVALS �
Permit#: B08-0072 as of 05-20-2008 Status: ISSUED
*.*««�****...*.««,..*«.**********,,,,,,,,*«*�*«*«*.*.*,,,,,,,,,�*,�.«««.....***.**...,.*.**�*«**««*****.*«..*.**...**....*«**,.,..****.***«*****.....****,►,.**...*«*
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 04/07/2008
Applicant: HIGHLAND BUILDERS CORPORATION
, Issued: 05/20/2008
(719)499-9248 To Expire: 11/16/2008
Job Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Parcel No: 210108244003
Description:
CORE AND SHELL FOR NEW SECOND FLOOR RESIDENTIAL CONDO AND
GROUND FLOOR RETAIL SPACES IN THE BRIDGE STREET BUILDING
(FORMER RUCKSACK)
•rr�,rrw*w*r,ew*****rw**r:*w*ww**wrwwww,e**:*:,+w,rr**rr,r****,r,r,rw*,►wwwtAP P rova Is•••••,,**«********...,.****�************«****.***,.****.,***......*...***..*
Item: 05100 BUILDING DEPARTMENT
04/21/2008 cgunion Action: CR corrections
required. sent comments to applicant and architect
F:\cdev\CHRIS\PERMIT.COMMENTS\B07-0307\B07-0307.DOC
05/01/2008 cgunion Action: CR second check
review comments sent
F:\cdev\CHRIS\PERMIT.COMMENTS\608-0072\608-0072.secondcheckDOC.DOC
05/05/2008 cgunion Action: AP APPROVED REVISED,
CORRECTED PLANS DATED 5/1/08
Item: 05400 PLANNING DEPARTMENT
04/16/2008 sdh Action: AP Approved,with
additional conditions placed on issuance of permit.
Item: 05600 FIRE DEPARTMENT
05/09/2008 mcgee Action: AP Fire sprinkler and
fire alarm permits and plans required.
Item: 05500 PUBLIC WORKS
05/13/2008 csalli Action: AP
*wt**wrrwir,t**xwww#*r*t****w***w**rrwrrrwwww**w*wwerrrrrrrwww�rrr*r**w*****w*wwww**rr*rww********wrw**********wrr**ttr*rw******w#wrw*****t**rwt*****rr
CONDITIONS OF APPROVAL
Permit#: B08-0072 as of 05-20-2008 Status: ISSUED
..*...«..***..,,***.*..*�....****.*.........,,.*..*.,..,,*.............*«**...*........*******.*.*.»..x**..«**.*„****...**,�***,,,.,.,....,,*..******..*.*.*..
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 04/07/2008
Applicant: HIGHLAND BUILDERS CORPORATION
Issued: 05/20/2008
(719)499-9248 To Expire: 11/16/2008
Job Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Parcel No: 210108244003
Description:
CORE AND SHELL FOR NEW SECOND FLOOR RESIDENTIAL CONDO AND
GROUND FLOOR RETAIL SPACES IN THE BRIDGE STREET BUILDING
(FORMER RUCKSACK)
*****,r,r***********�*****,r,r,r*rr*********,e*,r,t,r,r,r***r******:***,r,r:*�Cond itions****************************,..****************************.**.**,�*.�***
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: CON0009897
The Developer shall submit executed agreements for
encroachment, shoring and/or temporary access on, over,
under or across adjacent properties. Such agreements shall
be executed by and between the developer and the adjacent
property owners, inclusive of the Town of Vail, prior to
issuance of a building permit, for any and all
improvements, temporary access or disturbance proposed off
of Parcels 1, 2, 3, and 4; parts of Lots C and D, Vail
Village First Filing.
Cond: CON0009957
SEPERATE PERMITS WILL BE REQURED FOR FUTURE RETAIL SPACES
204-207 AND FINISH OF FUTURE SECOND FLOOR RESIDENTIAL UNIT.
THIS BUILDING PERMIT IS FOR CORE AND SHELL ONLY.
Cond: CON0009958
SPECIAL INSPECTION REPORTS REQUIRED PER STATEMENT OF
SPECIAL INSPECTION. SEE PLANS
Cond: CON0009972
Fire alarm permit required
Entry: 05/09/2008 By: mcgee Action: AP Entry: 05/09/2008 By: mcgee Action: AP
Cond: CON0009973
Fire sprinkler permit required.
*****r******************************************s***��**************�***********************
TOWN OF VAIL, COLORADO Statement
************�***********��*******************�*��«*********r***************»***�+*******�***
Statement Number: R080000758 Amount: $7,854.27 05/20/200803:56 PM
Payment Method: Check Init: DDG
Notation: Highland
Builders Corp 1311
-----------------------------------------------------------------------------
Permit No: B08-0072 Type: ADD/ALT COMM BUILD PERMT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $11,354.27
This Payment: $7,854.27 Total ALL Pmts: $11,354.27
Balance: $0.00
***********�******�***+*+******************++***********************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 6, 878.95
PF 00100003112300 PLAN CHECK FEES 971.32
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
***r*****************�*********t*****+**********�************************�******************
TOWN OF VAIL, COLORADO Statement
*******�***********************«***+**********�****�*�*************�**********�**�*******�**
Statement Number: R080000399 Amount: $3, 500. 00 04/07/200810:58 AM
Payment Method: Check Init: CD
Notation: Ck # 1226
(Highland Builders)
-----------------------------------------------------------------------------
Permit No: B08-0072 Type: ADD/ALT COMM BUILD PERMT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $11,354 .27
This Payment: $3, 500.00 Total ALL Pmts: $3, 500 .00
Balance: $7, 854 .27
*****�*******************�**************�*******************r***�******�***�*****�+*****�*s*
ACCOUNT ITEM L[ST:
Account Code Description Current Pmts
' -------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 3, 500.00
-----------------------------------------------------------------------------
,
�
u
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN�j.�.
� Project#: �"+��" ��� �d�3
.
Building Permit#: -00
t 970-479-2149;(inspections}
������, �
75 S. Frontage Rd.
Vail, Colorado 81657
TOWN OF VAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, etc.!
CONTRACTOR INFORMATION
General Contractor: Town of V�il Reg. � Contact Person and Phone#'s:
1.. ' c-tfk:� v � {, - � h `FL(�.� `" `� �- �1-�'
Email address: � Fax#: �� __ S
Contractor Signature: � � �
.,>;-��7�/ _..i�
COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8� Materials
BUILDING: $ ' "L:� ��':{=�; ELECTRICAL: $ 5'�;,� �; �L �L; OTHER: $ +'�L} `rLy.� , �?�
PLUMBING: $ -v ���_� , • MECHANICAL: $ �j-�� p.� TOTAL: $ �L ��;` �-,`
For Parcel# Confact Ea /e Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com
Parcel#
� �%i C:U D ��C%�=% �
Job Name: Job Address: -
�'-..;��C, 5 t,�k L�.� (.��v, `l C�� `, `,, X'..� -
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: - Address: l�C�-j y'=�%��ti���u #:�• ;��, Phone: � �,�
_:,�5-_= -- ,�.-„
� {' f'>/�(.V':'�. >'� 7' ., J
Architect/Designer: Address: � Phone: 3���
� r r ,a ...� ; �1��� �. ��; L(7c�� �
Engineer. �,���^ �,r�� Address: ���• ��, Phone: � ,_ ��
Detailed description of work: A
..
����w�c '��"-�.. �i' �`�v���t�
Work Class: New( ) Addition ( ) Remodel (►�f Repair( ) Demo ( ) Other ( )
Work Type: Interior( ) Exterior( ) Both (j�'� Does an EHU exist at this location: Yes ( ) No ( a�-
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( �'Commercial(��''Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building:
NolT e of Fire laces Existin : Gas A liances "Gas Lo s �Wood/Pellet Wood Burnin � 'f
No/T e of Fire laces Pro osed: GasA liances � Gas Lo s �, �Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( � No ( ) Does a Fire Sprinkler System Exist: Yes (�' No ( )
�lS��,����
I�, "
, I = � � � ���- �
Date Received: �" D ���'
:�
' ! � .�r� �. �
Received'By: C -' � ,
, ,�� r k= 3 � �
TOWN OF VAIL
F:\cdev\FORMS\Permits\Building\building�ermit_ - - . "`-�°� Page 1 of 7 04/17/2007
May 01 08 10:55a Linda Malaby 970-984-0700 p.1
Mark Fi�tllenbeck '
FroM: Lirtds Malaby[mafaby�lwaii.nQtJ
T� M�arK Hail�nbe�ck I 23,2�0810:46 AM
Cc: D'iak Brown;Jetf Selby
, Suhjsct: Stagin�Ag�eement�etl er
RED LYON CQ rTDOMIN�UM A,SSOCXAT�ON
610 W.L�ON;��EAD C�tCLE,SZTITE 7,00
VAIL,COLORADp 81657
� 970-4'f6-3S35
Agri123,2008
Mx.Mark Hallenbxk .
,
' and Buildcrs �
2598 Palmer Park Blvd. . ; ,
Colocado Sprit�,gs,CO 80909 � .
� •
Dear Ntack: . . .
It is the Red Lion Caadamiaium Associatiou's w ulerstaading thet yon wi��Q�a y�g���Zocated iw the �
poc�cet park beiw�een the itucksack Huild'ung aud�he Rad�,iat Building .
The Association e�ptavcs tbc staging as you hsve outlirtod with certsi����n�:
1) There will be accesa tc our commercial ta�ar�t,The Ski$ar,ead thcir business sigtamge sod awning will
not be obstructed from the p�b)x�yle�,v� th ir
2) There w,iIt be ea4y acce.as for the c+esidentiu d unit above The Ski Bar,
3) If any damagc occucs to onr pm,p�rty or ta�aata'bnsiness during the wnsttvctiionlstaging Pxocess,
Hig,�tiand Btulders will be hetd liabk.and
4) A,1I conditions o£staging bev�b��t�by�Ta�of.Vaii. ._ � •
, :a.
If the�bove are acceptable terms,p[es�se sign belo�v and sc�ud a fa�similt copy to 970-476-6366.
Red Lxon Condo,p�oc. �d$���
��'�'-- /C•
Linda R.Maleby, Manag�r �
Mack H�iler�beck,Cp�.
t
a
,:.'. j
��va�u�, }
BUILDING PERMIT APPLICATION CHECKLIST
SINGLE FAMILY/DUPLEX CHECKLIST
This checklist is to be used with any single family/duplex permit (new
construction , addition, or remodel application.)
C�Town of Vail Design Review Board approval must first be obtained (may not apply to interior
remodels)
C� Plan Check Fee must be paid at the time of application for projects over$100,000 valuation (see
attached schedule)
The following information must be shown on all 4 sets of plans:
Arc itectural Plans
__ Site Plans. Provide all site plan information as required for the Design Review Application for your
project. Refer to the DRB application checklist for complete details.
!� Construction staging plans. Provide construction staging and materials storage site plans.
� Floor plans. Complete floor plans provided for each level. Complete dimensions, drawing scale
noted, use of each room shown on the plans. Location of inechanical equipment clearly shown
�' Building Elevations N,W,S,E elevations. Show all proposed exterior finish materials, guardrails,
/windows, doors, and finish grades.
C1 Window sizes and operation types. Specified on the floor plans or elevations.
a' Reflected ceiling and finish plan. Required if fire alarm or fire sprinkler work is required.
C9� Stairways, guards, and handrails Show all stairway details with rise/run, handrail and guard details
C� Roof plan. Show all roof covering materials (Class A covering required) and underlayment, roof pitch
C� Building cross sections. Show roof, wall, floor construction assemblies and insulation R values.
Show roof and crawl space ventilation. Show ceiling heights in rooms and crawl spaces.
C� Rescheck compliance certificate and inspection checklist(new construction and additions
only). Provide a complete signed compliance certificate and inspection checklist. Verify all exterior
building is detailed on the building plans as required on the Rescheck compliance report.
� Fireplaces. All fireplace types shown on the floor plans. Specify gas log set, or gas appliance at each
fireplace.
Structural Plans
0� Soils Report. Include 2 copies of the soils report for your lot.
� All sheets of the structural plans stamped and signed by a Colorado State Licensed Engineer.
C� Design specifications sheet. Roof live load, Deck live load, Floor live load, Wind Speed/Exposure,
Soils report number and soil bearing capacity referenced per the soils report.
C�/Foundation plan. Provide a complete foundation plan with all footing/foundation section details
C3' Framing plans. Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or
trusses clearly shown. Include framing construction details and connection schedules.
Ot r items
Asbestos form completed. Asbestos test and report provided if any existing construction is
�proposed to be disturbed. See Town of Vail asbestos testing requirement form.
fY Plan check fees. Plan ch c ee e paid with your application. The building permit and
recreation fees will be paid upon nce a building permit.
1 have read and understand the requiremen f thi hecklist. If any required information is missing from the
application, I und nd pplicati ill not be ac epted.
��
Ap cant's Signature Date
F:lcdev\FORMS\Permits\Building\TOVSingleFamilyChecklist 4-16-2007.DOC
u �
:
����•
ASBESTOS TESTING REQUIREMENTS
THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS
TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED.
AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT
APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR
REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER
OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT.
A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICAT�ON
• I have included the asbestos test a d port with my building permit application
� c� c,�( �k�CV-�x GF--t" �-(.���TDV��
a � �
applicant signature date � /� S a a��0 0 ZZ
���r
OR
• I certify my project will not disturb or remove more than 160 s.f. of building material. The construction
plans submitted with my application clearly indicate this information. (This will be veri�ed during plan
review, and will delay your project if found to be inaccurate)
applicant signature date
OR
• The building was constructed after October 12, 1988. The date of construction was
original construction date
applicant signature date
F:\cdev�FORMS\Permits\Building\building�ermit 4-17-2007.DOC Page 5 of 7 04/17/2007
a
u
,
.
������.
WHEN A"PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
o Is this a new residence? YES NO v
o Does demolition work being performed requ' e the use of the Right-of-Way, easements or
public property? YES��NO
o Is any utility work needed? YES v NO
o Are there any improvements being done to the driveway? YES �NO
o Is a different access needed to the site other than the existing driveway?YES_NO ✓
o Is any drainage ork being done that affects the Right-of-Way, easements, or public property?
YES � NO
o Is a"Revocable Right-of-Way Permit" required? YES ✓ NO
o Is the Rightt-of�- ay, easements or public property to be used for staging, parking or fencing?
YES l/ NO
If answer it N0, is a parking, staging or fencing plan required by Public Works?
YES NO
If you have answered YES to any of these questions, a"Public Way Permit° must be obtained.
"Public Way Permit°applications may be obtained at the Public Works office or at Community Development.
If you have any questions pleas r doval in Public Works at 970-479-2198.
I HAV E J E ALL THE QUESTIONS.
l �t S
ontractor Signature Company Name
Job or Project Name: � � �su
Date Signed: -D � � 1� ��
F:\cdev\FORMS\Permits\Building\building,�ermit_4-17-2007.DOC Page 6 of 7 04/17/2007
�i
�
TO WN OF VAIL
42 West Meadow Drive Yail Fire Department
Vail, Colorado 81657
970-479-2250
December 30, 2008
Jeff Selby, Owner
Bill Pierce, Architect
Tyson Dearduff, Architect
Mark Hallenbeck, Builder
Re: 288 Bridge Street (Rucksack Building) TCO Issues (B08-0072)
Dear Sirs:
Based on a copy of a resolution furnished to the Town of Vail dated September 29, 2007, from
the Rucksack Condominium Association in support of a permit application for the redevelopment of
the Rucksack Building at 288 Bridge St., and given the plans were reviewed and approved based in
part on the submittal of the resolution, addressing a commitment and agreement to install the required
fire and life safety systems, and upon inquiries made by and statements from William Gardiner, and
as a result of an on-site meeting with Mr. Gardiner, wherein he expressly indicated a willingness to
allow the subcontractors installing the fire sprinkler system and fire alarm system within the building to
access his unit , and Mr. Gardiner stating he had permission from the owner of the condominium
above to allow us to view the interior of her condominium with the fire sprinkler contractor in
attendance for the purpose of assessing any extenuating circumstances that would prevent the
installation of fire and life safety systems, and wherein no such extenuating circumstances were
found, it is the opinion of Vail Fire & Emergency Services that the fire sprinkler and fire alarm systems
should be installed and the entire building brought into compliance with the applicable codes and the
plans and details as submitted for the permit.
The presence of commercial real estate below occupied sleeping quarters, the limited access
and egress, the extent of combustible construction and number of habitable floors presents a distinct
hazard to the life safety of the occupants.
Furthermore, it is the opinion of Vail Fire & Emergency Services that no additional commercial
spaces should receive a Certificate of Occupancy or Temporary Certificate of Occupancy until such
time as the fire sprinkler and fire alarm systems have been installed and tested. Some consideration
may be given to allow occupancy of the commercial space only if there is plan submittal, evidence of
permission to proceed with the installations, a clear and concrete schedule to complete the
installation, and some reasonable assurance the work will proceed without delay. No permission to
delay the installation until spring, summer or next year will be considered.
Rucksack
Page 2
Please contact us if you wish to discuss this or other issues.
Sincerely,
Michael McGee
Deputy Chief
Vail Fire & Emergency Services
970 479-2135
�
DH ENGINEERING JUDGMENT FIRESTOP DETAIL
PROJECT: BRIDGE ST VAIL /�'���/
CONTRACTOR: HIGHLAND BUILDERS ���/`"
F-RATING = 1-HR. �
BOTTOM VIEW SECTION A-A
A �j
� � 2
3
� - - ----- -�
I I
I I
I I
I I
I I
I I
I I
L--- - - - -J
4
A
1.WOOD FLOORICEILING ASSEMBLY(ULIcUL CLASSIFIED L500 SERIES)(1-HR. FIRE-RATING).
2.OPENING FRAMED OUT AND LINED WITH FIRE-RATED GYPSIlM WALL BOARD.
3. PENETRATING ITEMS TO BE ANY OF THE FOLLOWING :
A. MAXIMUM 4" NOMINAL DIAMETER STEEL PIPE.
B. MAXIMUM 2"NOMINAL DIAMETER COPPER PIPE.
C. MAXIMUM 3" DIAMETER CABLE BUNDLE TO CONSIST OF ANY COMBINATION OF THE FOLLOWING :
A. MAXIMUM 71C N0. 12 AWG POWER CABLE WITH PVC JACKET.
B. MAXIMUM 25 PAIR N0.24 AWG TELEPHONE CABLE WITH PVC JACKET.
C. RGIU COAXIAL CABLE WITH PVC JACKET.
D. MAXIMUM 31C N0. 8 AWG METAL-CLAD CABLE.
E. MAXIMUM 31C(+GROUND) N0. 8 AWG COPPER CONDUCTOR CABLE (ROMEX).
F. MAXIMUM 518 DIAMETER FIBER-OPTIC CABLE WITH PVC JACKET.
G. MAXIMUM 3/4" DIAMETER COPPER GROUND CABLE WITH OR WITHOUT PVC JACKET.
H. MAXIMUM 1-114"DIAMETER SINGLE OR MULTIPLE CONDUCTOR TYPE MI CABLE(SEE NOTE N0.4
BELOVIn.
I.ANY CABLES, METAL-CLAD CABLES, OR ARMORED CABLES CURRENTLY LISTED UNDER THE
THROUGH PENETRATING PRODUCTS CATEGORY.
4. HILTI FS 657 FIRE BLOCK(2"THICK, 8"WIDE, 5" DEEP, REF. FRONT VIEW) FLUSH WITH BOTTOM.
NOTES : 1. MAXIMUM SIZE OF OPENING= 12"x 12".
2.ANNULAR SPACE= MINIMUM 114", MAXIMUM 1".
3.APPLY HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT IN ANY
VOID THAT MAY EXIST AROUND PENETRANTS OR FIRE BLOCKS.
THIS EN6INEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED.
(REFERENCE : UL SYSTEM N0.W-L-8013, C-AJ-8056 8�F-C-1059)
HILTI,Inc. Sheet �of 1 Drawing No.
Tulsa,Oklahoma USA(800)879-8000
Scale 3132"=1"
Designed by 102991 a
Hilti Firestop Systems Date pec.��,2ooe
Saving Lives thro Education
DH ENGIN� � � '-JUDGMENT FIRESTOP DETAIL
:
PROJECT: BRIDGE ST VAIL �
CONTRACTOR: HIGHLAND BUILDERS
FRONT VIEW SEGTION A-A
. . .
A G� �
U .` �
NO ACCESS 2 �
�. THIS SIDE
�
3
A G� �
. �
� �
_ .
1. CONCRETE BLOCK WALL ASSEMBLY(ULIcUL CLASSIFIED)(MINIMUM 8"THICK)(2-HR. FIRE-RATING).
`�. PENETRATING ITEM TO BE ONE OR MORE OF THE FOLLOWING : �
A. MAXIMUM 3" NOMINAL DIAMETER PVC PLASTIC PIPE. -
B. MAXIMUM�" NOMINAL DIAMETER STEEL PIPE.
3. MINIMUM 8" DEPTH HILTI CP 620 FIRE FOAM. �
NOTES : 1. MAXIMUM SIZE OF OPENING=48"x 20".
2.ANNULAR SPACE=MINIMUM 0", MAXIMUM 4112".
' 3.THIS SYSTEM IS DESIGNED AS A COLD SMOKE SEAL ONLY. . �
THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXP�CTED TO PASS THE STATED RATINGS IF�ESTED. .
(REFfRENCE : UL SYSTEM N0. C-AJ-8096� "
HILTI,Inc. Sheet �of 1 D'rawing No.
Tulsa,Oklahoma USA(800)879-8000 Scale ��.a�.,
Designed by _ �OA��Aa
Hilti Firestop Systems oare �c.��,2008 � �
Saving Lives thro Education �
Mark Hallenbeck
From: Fischer, Marco[Marco.Fischer@hilti.com]
Sent: Wednesday, December 17, 2008 9:33 PM
To: mark@highlandbuilders.com
Cc: Coleman, Mark
Subject: 288 Bridge St. project
Attachments: 102991a Layout1 (1).pdf; 102992a Layout1 (1).pdf
Mark,
unfortunately the Engineering Judgments took longer than anticipated, the workload just before the holidays is huge.
Attached you will find the two Engineering Judgments for the discussed situations.
Please note that EJ 102992a for the large wall penetration is designed as a 'cold smoke seal only', I need to discuss some details with the engineer tomorrow morning.
I will be in touch woith you afterwards to discuss the next steps.
Thanks a lot for you�patience, hope everythings works out as planned.
Best regards,
Marco
Marco Fischer
Fire Protection Specialist
Colorado/Utah
Hilti North America
5400 S.122nd E.Ave I Tulsa,OK 74146
P 800-879-8000 I F 918-459-1815 I M 303-229-4778
E marco.fischerCcDhilti.com
www.us.hilti.com
From: Hensley,Clay
Sent: Wednesday,December 17,2008 1:53 PM
To: Fischer,Marco
Subject: bridge
«102991 a Layout1 (1).pdf» «102992a Layout1 (1).pdf»
Because of the numerous field conditions encountered, it is not always possible to identify a firestop system that has been tested /classified
by a nationally recognized independent testing laboratory (such as Underwriters Laboratories, Factory Mutual, Omega Point, etc.). In such
a case, an Engineering Judgment ("EJ") may be appropriate. An EJ represents a firestop system that would be expected to pass the stated
ratings and requirements if tested.
All Hilti EJ's are designed in accordance with the International Firestop Counsel ("IFC") guidelines. These EJ's are designed by our
experienced degreed fire protection engineers using, as the basis for our opinion:
relevant 3`�-party classified systems tested in accordance with ASTM E-84, ASTM E-119, ASTM E-136, ASTM E-814,
ASTM E-1966, ULC-S115-M95, UL 263, UL 723, UL 1479, or UL 2079,
wide-ranging related internal testing of our firestop products, and
extensive knowledge and experience of the perFormance characteristics of Hilti firestop products, and firestopping
technology generally.
Pursuant to IFC guidelines, each EJ is intended for one specific jobsite, since even slight variances from one application to the next can
affect system perFormance.
Best regards,
Clay A. Hensley
Fire Protection Department
Hilti, Inc.
� �
BRIDGE STREET BUILDING
288 Bridge Street, Vail, CO, 81657
H I � TOP ASSEMBLIES
������
?�NOF YAIL'j �jd 8'—Q� �Z
�nbematlonN su codellnMn+.aomt
tidity oi permit The�N�e or grsrMing ot a perrrdt
��ot be aomtrued b be a�t(a�Or�n�pprowl of my Mola�on at
�r otth�pav�bm d tFii�cod�aoI �y otMr ad�no�oi th�
Junedicdon.Pamil�Pnwmfrp otai���lhorih b viol�be ct�noetth�
prov�ion.a a�ood.«ott�r a�.iuritak�ain.h�N noc ar
ve�l.The�a a p�n�b�d on�n�on do�+�w+/
otlHr dMa:heA noip�th�bu�dinp ofi�i from tiqWrkq tt�
oonedion of N�on in qie�rnducdon docttmlMt�nd a1fNt deh.TM
buildin�oi�l k�o aWhoriud b prwaM oowp�noy orttw d•
�la rMMtion ot I��or d�q►o11�to�diu�oKd
�t�ws� OB�
HIGH�. �T �UILDERS CORPORATION
�
120 Willow Bridge Rd., suite 7
Vail, CO 81657
Phone: 970-476-4458
Fax: 970-476-4951
Town of Vail
OF'FI�� COPY
�
-��1t�i�
UUcUL SYSTEM N0.F-C-1009
�` METAL PIPE THROUGH 1-HR. OR 2-HR. WOOD FLOOR/CEILING ASSEMBLY
F AND T-RATING=1-HR.OR 2-NR. �
0
L-RATING AT AMBIENT=LESS THAN 1 CFM/SQ.FT. N
L-RATING AT 400°F=4 CFNUSQ.fT. �
0
TOP VIEW SECTiON A-A �
—�— 3 �
1 2 4
f 1 I I
1 I I I
I ! I I
A � I I # A
� I I i i
� I I I I �
I i I �I
1 I I I
I I I I
1 I I I
1 I i i
� � i I
I I I I
i I I I
I I I I
2 5
1.WOOD FLOORICEILING ASSEMBLY(UUcUL CLASSIFIED L500 SERIES)(1-HR.OR 2-HR,fIRE-RATING)
(2-HR.SHOWN).
2.GYPSUM WALL ASSEMBLY(UUcU1 CLASSIFIED U300 SERIES)(1-HR.OR 2-HR.FIRE-RATING)(2-HR.
SHOWN).
3.PENETRATING ITEM TO BE ONE OF THE FOLLOWING:
A.MAXIMUM 4"NOMiNAL DIAMETER STEEL PiPE(SCHEDULE 10 OR HEAVIER).
B.MAXIMUM 4"NOMlNAL DIAMETER CAST OR DUCTILE IRON PIPE.
C.MAXIMUM 4"NOMINAL DtAMETER COPPER PIPE OR TUBING.
D.MAXIMUM 4"NOMINAL DIAMETER STEEL CONDUIT OR EMT.
4.MINIMUM 3/4"DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT,CP 601S ELASTOMERIC �
FIRESTOP SEALANT,OR CP 606 FLEXIBLE FIRESTOP SEALANT,FLUSH WITH TOP SURFACE OF FLOOR
OR SOLE PLATE.
5.GENEROUS BEAD OF HILTI FS-ONE lNTUMESCENT FIRESTOP SEALANT,CP 6015 fLASTOMERIC
FIRESTOP SEALANT,OR CP 606 FLEXIBLE FIRESTOP SEALANT,FLUSH IMTH BOTTOM SURFACE OF
LOWER TOP PLATE.
MOTES: 1.DIAMETER OF OPENING TO BE MAXIMUM 1"LARGER THAN DIAMETER OF P1Pf OR
SQUARE-CUT WITH A MAXIMUM DIMENSION 1"GREAI'ER THAN THE DIAMETfR OF PIPE.
2.WHEN LUMBER PLATES ARE DISCONTINUOUS,ATTACH A NOMINAL 1-1/2"WIDE 20 GA.(OR
HEAVIER)GALVANIZED STEEL PLATE TO EACH END OF LUMBER PLATE.STEEL PLATES
-SHOULO OVERLAP 1/2"ONTO LUMBER,AND SECURED VYITH STEEL SCREWS OR NAILS.
3.ANNULAR SPACE=MINIMUM 0",MAXIMUM 1".
4.L-RATINGS APPLY ONLY WHEN HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT IS USED.
'Hilti. 0utperform. Outl st.
f�ti,Inc.(U.S.)1-800-879-8000•www.us.hliti.co espar'�ol 1-800-879-5000•Hilti Firestop Systems�e 2007
205 �
ULicUL SYStEM N0.F-C-1059
METAL PIPE THROUGH 1-HR. OR 2-HR. WOOD FLOOR ASSEMBLY
F-RATING=1-HR.OR 2-HR. N �
T-RATING=0-HR.OR 112-HR. o :
� :
0
�
�
0
TOR YIEW SECTION A-A LL °
T -
1 2 3 4
� � � ►
� � � �
� � � �
A � � � � q
� i � �
� � � I I
I 1 1 1 �
f f I I
I I I I
i � 1 I
I I 1 I
I I I !
I I I t
I I I 1
� � I I
4
1.WOOD FLOOR/CEILING ASSEMBLY(UWLC CLASSIFIED L500 SERIES)(1-HR.OR 2-HR.FIRE-RATING)
(2-HR.SHOWN).
Z.LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER,PLYWOOD,OR FLOOR TOPPING
MU(TURE.
3.PENETRATING ITEM TO BE ONE OF THE FOLLOWING:
A.MAXIMUM 6"NOMINAL DIAMETER STEEL PIPE(SCHEDULE 40 OR HEAVfER).
B.AI�AXIMUM 6"NOMINA!DIAMETER CAST IRON PiPE.
C.MAXIMUM 6"NOMINAL DIAMETER STEEL CONDUR.
D.MAXIMUM 4"NOMINAL DIAMETER EMT.
E.MAXIMUM 2"NOMINAL DIAMETER FLEXIBLE STEEL CONDUIT.
4.MINIMUM 314"DEPTH HtLTI FS-ONE INTUMESCENT FIRESTOP SEALANT.
5.HiLTI FS-ONE INTUMESCENT FtRE3TOP SEALANT:
A.MiNIMUM 518"DEPTN OF SEAl.ANT FOR A 1-HR.FIRE-ltATiNG.
B.MlNIMUM 1-114"DEPTH OF SEALANT FOR A 2-HR.FIRE-RATING.
NOTES:1.M/UqMUM DtAMETER OF OPENING=7-518".
2.ANNULAR SPACE=MINIMUM 114",MAXIMUM 3/4".
3.CHASE WALL(NOT SHOVItN,OPTIONAL)-THE 1'HROFJGH PENETRANT MAY BE ROUTED
THROUGH A 1-HR.OR 2-HR.FIRE-ltATED GYPSUM CHASE WALL ASSEMBLY.
� '�
1'�11ti- ��p@l'�O!^la'!� OJ.1t�a.St�
�os _ _._ -
Hifti,tnc.(U.S.) 79-8000•www.us.hifti.com•en espanol 1-800-879-5000•Hitti Firestop Systems Guide 2007
.
UUCUL SYSTEM N0.F-C-1106
METAL PIPE THROUGH WOOD FLOOR ASSEMBLY
F-RA71NG=1-HR. �,
T-RATING=1/4HR. °
�
TOP VIEW �
—�---
SECTiON A-A �
U
LL
1 2 3 6 4
I I I I
I I � �
.A I I
I I j j A
I I I I
I I I I
� � I I
I I � I
I I I i
i I I I
� � I I
i I � �
I I I I
� 6 3
4�
1.WOOD FLOORICEILING ASSEMBLY(UUcUL CLASSlFIED L500 SERIES)(1-HR.FIRE-RATING).
2.LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR Of LUMBER,PLYYVOOD,OR FLOOR
TOPPING MIXTURE.
3.PENETRATING ITEM TO BE ONE Of THE FOLLOWING;
A.MAXIMUM 4"NOMINAL DlAMETER STEEL PIPE(SCHEDUL�10 OR HEAVIER).
B.MAXIMUM 4"NOMINAL DIAMETER CAST IRON OR DUCTILE IRON PIPE.
C. MAXIMUM 4"NOMINAL DiAMETER COPPER PtPE OR COPPER TUBING. �
D.MAXIMUM 4"NOMINAL DIAMETER STEEL CONDUIT.
E.MAXIMUM 4"NOMINAL DIAMETER EMT.
4.MINIMUM 314"DEPTH HILTI CP 606 FLEXIBIE FIRESTOP SEALANT OR HILTI FS-ONE INTUMESCENT
FIRESTOP SEALANT.
5.MINIMUM 5/8"DEPTH HILTI CP 60S FLEXIBLE FIRESTOP SEALANT OR HILTI FS-ONE INTUMESCENT
FIRESTOP SEALANT.
6.MINIMUM 1/2"BEAD HILTI CP 606 FLEXIBLE FIRESTOP SEAi.ANT OR HILTI FS-ONE 1NTUMESCENT
FIRESTOP SEALANT AT POINT OF CONTAC7.
NOTES: 1.MAXIMUM DIAMETER OF OPENING=5".
2.ANNULAR SPACE=MINIMUM 0",MAXIMUM 7/8".
3.CHASE WALL(NOT SHOWN,OPTIONAL)-7HE THROUGH PENETRANT
MAY ROUTED 1'HROUGH A 1-HR.FIRE-RATfD GYPSUM CHASE WALI..
Hilti. Outperform. Outl st.
Htlti,Inc.(U.S.)1-800-879-8000•www.us.hiltl.co espanol 1-800-879-5000•Hilti Firestop Systems�,Ti'ide 2007 207
- �
.- .
UL SYSTEM N0.F-C-2030
PLASTIC PIPE THROUGH WOOD FLOOR/CEILING ASSEMBLY
F-RATING=1-HR.OR 2-HR. $ ;
T-RATING=0-HR.,3/4HR., 1-HR., 1-1/2-HR.OR 2-HR. N ;:
Q .
BOTTOM V(EW SECTlON A-A Q ;
N '
5 "
�
-- -- 1 2 6
�
�
A __ __ p
-- -- 8
3
4 5
1.WOOD FLOORICEIUNG ASSEMBLY(UL CLASSIFIED L500 SERIESj(1-HR.OR 2-HR.F{RE-RATING)
(2-HR.SHOWN).
2.LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER,PLYWOOD,OR FLOOR
TOPPING MtXTURE.
3.WOOD TOP PLATE.
4.GYPSUM WALL ASSEMBLY(1-HR.OR 2-HR.FIRE-RATING)(2-HR.SHOWN).
5.PEMETRATING ITEM TO BE ONE OF THE FOLLOWING(ALSO SEE NOTE N0.2 BELOVI�:
A.MAXIMUM 4"NOMINAL DIAMETER PVC PLASTIC PtPE(CELLULAR AND SOLID CORE).
B.MAXIMUM 4"NOMINAL DIAMETER ABS PLASTIC PIPE(CELLULAR AND SOLID CORE).
C.MAXIMUM 4"NOMINAL DIAMETER FRPP PLASTIC PIPE.
D.MAXIMUM 4°NOMINAL DIAAAETER CPVC PLASTIC PIPE.
6.HlLTI FS-0NE INTUMESCENT FIRESTOP SEALANT INSTALLED TO THE MAXIMUM EXTENT POSSIBLE.
7.HILTI CP 643N FIRESTOP COLLAR WITH FASTENING HOOKS(SEE TABLE BELOVI�.
8.3/4"WOOD SCREWS AND WASHERS TO ATTACH EACH FASTENING HOOK.
- NOMINAL PIPE DIAMETER PRODUCT DESCRIPTION NO.OF FASTENING HOOKS MAXlMUM HOLE SIZE
�
1-1/2" CP 643 50/1.5"N � 2 2.112^
2" CP 643 6312"N 2 2-518"
3" CP 643 9013"N 3 4"
4" CP 643110/4"N 3 5"
NOTES : 1.ANNULAR SPACE=MINtMUM 0",MAXIMUM 1i2". � i�
2.CLOSED OR VENTED PIPING SYSTEM.(PVC,ABS,FRPP=SCHEDULE 40,CPVC=SDR 17). "
�
Hi1ti.�utperForm. Outlast.
208 Hilti,Inc.(U.S�800-879-8000•www.us.hilti.com•en espanol 1-800-879-5000•Hifti Frestop Systems Guide 2007
.
l� SYSTEt�I t� F-C-2128 .
�� �� PLASTIC PIPE THR�UGH 1-HR, �R 2-HR,..W�OD FL�OR/CEP
F-RATD� = 1-F�t. � 2-FAt. �
T-RATD�G = 1-I�t. OR P-Flt, �
>
�� � SECTI�I A-A
1 2 3
i i i i
�� i i � i
i � i i
i i i i
i i � i
� � i i
i i i i
� ► � i
► � o o � �
� � � �
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A � � � i q
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i
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6 7 4
L V�D FL�t/� ASSEMIBLY (l�. CLASSIfIED L500 SERIES) ti-F#2, �t 2-i�Nt. �-RATD�Q
(�-t� Sl�M(�U.
Z PENETRATArG TTEM TO � � ff TF� F�l�MIII� tSEE I�UTE NQ 3 � � .
A. MAXIMIJM Z' I�INAL DIAMETER PVC PLASTIC PIPE t�EU.U.AR �ID SQ.ID C�.
B. MAXIMIUM 2' I�D�AI. DIAlIETER ABS PLASTIC PI� tCEU.ULAR P�iIl Sn.ID C�RD,
C� MAXD�M Z` I�hQNAL DIAl�TER CPVC PLASTIC PIPE.
� 3. lI�1M 3/4' DEPTH � HILTI FS-�lE INTUMESCENT fIREST� SEALA�IT.
4, MIMNUM 5/8' DEPTH FQLTI FS-�E INTUI�SCENI' �IREST�' SEALANT.
� � �� 5. MDVIl�I 1/2' BEAD � HII.TI FS-� INTl1MESt�NT �IRESTO' SiEAL�IT AT POINT �' CONTACT.
:-�� �° ��� � HIL.TI CP 643N fIREST� C�L.L.AR VITH FASTENING l�CS.
7, HILTI 3Ji6' TOGCLER B[LTS TD ATTACH EACH FASTE�QI� F�C TQ FLmt/CEILING ASSEM�.Y,
N�TES � 1. MAXIMI�! DIAMIETER � �EI�QNG = 3'.
� 2 A�N�IlLAR SPACE = MIMMIl1Mi 0', MAXD�M 5/8'.
' �- 3� CL�ED Ot VENTED PIPDVG SYSTEM. tPVC � ABS = �DIx.E 40, CPVC = SDR ln.
� �� 4. CFIASE VALt Q�T SI�IN, �'TI�IAU - TFE T1�Ra1GFl PENETRANT MAY � R�UTED
I � TFIR�IGH A 1-HR� � 2-F�t. FIRE-RATED Gl(PSUM CHASE VI�.L.
�
�
.F
P
' ��� �;Hilti. 0utperform. 0utlast.
,: F�fi,inc.(U.S.)1-800-879-8000•wwwus.t�tl.c�en espanoi 1-800-879-5000•HiFti Frestop Syst�ide 2007 2�
�� �
.
� -- -
- I
UL SYSTEM N0. F-C-2160 ;
PLASTIC PIPE THROUGH 1-HR. OR 2-HR. WOOD FLOOR ASSEMBLY '
F-RATING= 1-HR.OR 2-HR. � f� ` I
C ��i I
T-RATING=1-HR.OR 2-HR. � . ;
a I
a
�
TOP VIEW LL �
T
SECTION A-A
1 2 3 4
r-i----------
� � : `f
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1.WOOD FLOORICEILiNG ASSEMBLY(UL CLASSIFIED L500 SERIES)(1-HR.OR 2-HR.FIRE-RATING)(2-HR. ,
. SHOWN).
' 2. LUMBER OR PLYWOOD SUB FLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD,OR FLOOR TOPPING
MIXTURE. -
3.PENETRATfNG ITEM TO BE ONE OF THE FOL�OWING(ALSO SEE NOTE N0.3 BELOW): 3
A.MAXfMUM 2"NOMINAL DIAMETER PVC PLASTIC PIPE(SCHEDULE 40)(CELLULAR OR SOLID
, CORE)(CLOSED OR VENTED PIPING SYSTEM).
B. MAXiMUM 2"NOMINAL DIAMETER CPVC PLASTIC PIPE(SDR 13.5)(CLOSED PIPING SYST� �
(�)��j `. F :
V�\V�
4. MINtMtlM 3/4"DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.
5. H{LTI FS-ONE INTUMESCENT FIRESTOP SEALANT INSTALLED INTO ANNULAR SPACE TO FILL VOID TO
MAXIMUM EXTENT PDSS►BLE. -
NOTES.- >. .ssAX�,t�U.tfO/.4.ffETEROFOPEN/N�'i=4°
2.ANNULAR SPACE=MINIMUM 1/2", MAXIMUM 1-1/8". � `
3.CHASE WALL(NOT SHOWN,OPTIONAL)-THE THROUGH PENETRANT MAY BE ROUTED
THROUGH A 1-HR.OR 2-HR,FIRE-RATED GYPSUM CHASF WAILASSF�j�.y
��
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�
� ��
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UL SYSTEM N0.F-C-2232
� PLASTIC PIPE THROUGH WOOD FLOORlCEILING ASSEM
- �� �
t� F-RATING=1-HR. -
� ` �� T-RATING=3l4 AND 1-HR. �
BOTTOM VIEW SECTION�
N
2 LL
3
1
O o
..
� � o -0
_ :�.
� O
��� � O � 3
��; o
A ° � A
�
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7
6 5 4
1.WOOD FLOORICEILING ASSEMBLY(tfL CLASSlFIED L�0 SERIES)(1-HR.fIRE-RATING).
2.PENETRATING ITEM TO BE ONE OF THE FOLLOWiNG(ALSO SEE NOTE N0.3 BELOVI�:
A.MAXiMUM 4"NOMINAL DIAMETER PVC PLASTIC PIPE(CELLULAR OR SOUD CORE).
B.MAXIMUM 4"NOMINaI.DIAMETER CPVC PLASTiC PIPf(CLOSED PIPING SYSTEM ONLI�.
; 3.MiNIMUM 518"DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.
' � 4.HtLTI CP 648E FIRESTOP WRAP STRiP(NOMINAL 3/16"TH1CK,x 1-3/4"WIDE)CONTINUOUSLY WRAPPED
' AROUND THE OUTER ClRCUMFERENCE OF THE PIPE,COVERING TWO TIMES,Wl7H ENDS BUTTED AND
� � � ��� HELD iN PLACE WITH TAPE. ��
- 3.HILTI RETAINING COLLAR WRAPPED OVER WRAP STRIPS,OYERLAPPING MINtMUM 1".
' � 1 6.HILTI RETA1NiNG COLLAR CLAMP FASTENED AT MID-HEIGHT OF HILTI RETAINING COLLAR.
� ' � . 7.EVERY OTHER TAB OF RETAINING COLLAR SECURED TO GYPSUM CEILING WITH 114"DIANIETER x 1-1/Z"
� y LONG STEEL TOGGLE BOLTS WITH 3/4"DIAMETER WASHERS(EX.HILTI TOGGLER BOLTS),
�,
s:�
� � NOTES: 1.MAXIMUM DIANIETER OF OPENING=5".
� � 2.ANNULAR SPACE=MINIMUM 0",MAXIMUM 1/2".
; 3.CLOSEO OR VENTED PIPiNG SYSTEMS(PVC=SCHfDULE 40;CPVC=SDR 13.5).
� = 4.AS AN ALTERNATE TO UTILIZING CP 648E WRAP STRiPS WITH RETAINING COLLAR,
� HILTI CP 643N FIRESTOP COLLAR N1AY BE USED.EVERY FASTENING HOOK OF FIRESTOP
� COLLAR TO BE ATTACHED TO GYPSUM CEIUNG WITH 114"DIAMETER x 1-1/2"LONG
� ` � STEEL TOGGLE BOLTS WITH 3!4"DIAMETER WASHERS(EX.HILTI TOGGLER BOLTS).
: �'�.
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ft
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I
.
UL SYSTEM N0.F-C-2270 ����
rLOWGUARD GOLD�OR BLASEMASTER� PIPE THROUGH WOOD FLOOR ASSEMBLY
F-RATING=1-HR. �
T-RATING=1-HR. �
0
BOTTOM VIEW SECTlON A A �
N
N
ll..
5
1 2 4 6
�
A A
4 3
,� �
7 6 �.
1.WOOD FLOOR/CEfLING ASSENIBLY(UL CLASSIFfED L500 SERIES)(1-HR.FIRE-RATING).
2.LEIMBER OR PLYW�D SUBFLOOR WITH FINISH FLOOR OF LUMBER,PLYWOOD,OR FLOOR
TOPPING MtXTURE.
3.WOOD TOP PLATE.
4.GYPSUM WAlL ASSEMBLY(UWLC CLASS{FfED U3�OR 11400 SERIES)(1-HR.FIRE-RAT[NG).
5.PENETRATING 1'f'EM TO BE ONE OF THE FOLLOWING(CLOSED OR VENTED SYSTEM):
A.MAXiMUM 2"NOMINAL DtAMETER FLOWGUARD GOLD�CPVC PIRE(SDR 11).
B.MAXtMUM 2"NOMINAL DIAAIIETER BLAZEMASTER�CPVC PIPE(SDR 13.5).
6.MINIMUM 3I4"DEPTH HILTI FS-ONE INTUMESCENT FfRESTOP SEALANT.
7.MINIMUM 112"BEAD HILTI FS-ONE INTUNfESCENT FIRESTOP SEALANT AT POINT OF CONTACT.
NOTES: 1.MAXIMUM DIAMETER OF OPENING=3".
2.ANNULAR SPACE=MININIUM 0",MAXIMUM 5f8".
3.CPVC PIPE MAY BE INSTALLED WITN CONTINUOUS POINT OF CONTACT.
i �
FlowGua�d Goid ar�BtazeMas6er a�e registered trademarks of Noveon IP Holdings Corp.
FGGBM is a trademark of Noveon IF Hddings Corp.
��
Hilti. O��erform. Outlast. a
214 Hitd.Inc.(U.S.)1�79-8000•www us.hilti.com•en
i espand 1-800-879-5000•Hilti Frestop Systems Guide 2007
- -
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UL SYSTEM NO:W-L-2186
PLASTIC PIPE THROUGH GYPSUM WALI.ASSEMBLY
F-RATING='!-H�t OR 2-HR. �
T RATING=1t2-HR OR 1-HR. �
L-RATING AT AMBIENT=LESS THAN 1 CFNUSQ.FT. �
L-RATING AT 400°F=2 CFM/SQ.FT. °
FRON.�T�V�E�N SEC7'ION A A �
A �
1 2
3
' 4 3
�
I
A
1.GYPSUM WALL ASSEMBLY(Ul CLASSIFIED U300,U400 OR V400 SERIES)(1-HR.OR 2-HR.FIRE-RA71NG)
��'� �� (2-HR.SHOWN). �
� 2.[NOT SHOWN]WOOD STUDS TO CONSIST OF 2"x 4"LUMBER.STEEL STUDS TO BE MIN.2-1l2"V111DE.
} 3.[OPTIONALj MAXIMUM 3°NOMINAL DIAMETER STEEL PIPE SLffVE(SCHEDULE 40 OR LtGHTER).
4.MAXiMUM 9"NOMINAL DIAMETER SDR 9 CROSS-LINKED POi.YETHYLENE(PEX)TUBING(CLOSED
PIPING SYSTEM).
5.HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT:
A.MINIMUM 518"DEPTH,FOR A 1-HR.FIRE-RATING.
� : B.MINIMUM 1-114"DEPTH,FOR A 2-HR.FIRE-RATING.
�� ���� NOTES: 1.MAXIMUM DIAMETER OF OPENING=3".
2.ANNULAR SPACE=MINI�IUM 112",MAXIMUM 1-3/8".
° 3.WHEN A STEEL SLEEVf IS PROVIDED FOR ASSEMBLIES WITH L-RATINGS,APPLY HiLTi fS-ONE
� iNTUMESCENT FIRESTOP SEALANT AR4UND PERlPHERY OF OPENING TO COVER EXPOSED
- ENDS OF SLEEVE AND TO LAP MINfMUM 1/4"ONTO GYPSUM BOARD ON EACH SIDE OF WALL
4.WHEN A STEEL SLEEIIE IS NOT PROVIDED,PENETRANT MAY BE INSTALLED AT AN ANGLE
NOT GREATER THAN 45°FROM PERPENDICULAR.
�
,
A�
Hilti. Outperform. Outlast.
FBti,inc. U.S. 1-800-879-8000•www us.hi •en es •Hitti Fresto S �Guide 2007 291
( ) � panoll-800-879-5000 P ys
� � � $
. �
UL SYSTEM N0.W-L-2244
PLASTIC PiPE THROUGH GYPSUM WALL ASSEMBLY
F-RATING=1 AND 2-HR. o .�
T-RATING=1 AND 2-HR. �
L-RATING AT AMBIENT=LESS THAN 1 CFM/SQ FT. �
L-RATING AT 400°F=2 CFMiS4.FT. �;`
FRONT VIEW �
SECTION A-A
A �
1
2
3 4
5
A �
1.GYPSUM WALL ASSEMBLY(UL CIASSIFIED U300,11400 OR V4�0 SERIES WALL)(1-HR.OR 2-HR.
F[RE-RATING�(2-HR.SHOWN).
2.(NOT SHOWN}.WOOD STUDS t0 CONSIST OF NOMtNAl.2"x 4"LUMBER.STEEL STUDS TO BE
MINIMUM 2-1t2"iMDE.
3.PENETRATiNG ITEM TO BE ONE OF THE FOLLOWING :
A.MAXIMUM 2"NOMfNAL DlAMETER PYC PLASTlC PIPE(5CHEDULE 40 OR HEAVIER}
(GELLUl.AR OR SOLID Ct3RE�(CLOSED PIPING SYSTEM ONLI�.
B.MAXlMUM 2"NOMINAL DtAMETER CPVC PLASTIC PIP�(SDR 110R SDR 13.5�(CLOSED PIPING
SYSTEM ONLY).
4.MINtMUM 5I8"DEPTH HILTf FS-ONE INTUMESCENT FIRESTOP SEALANT.
5.MIN[MUM 1!2"BEAD H[LTI FS-ONE tNTUMESCENT FIRESTOP SEALANT AT POfNT OF CONTACT.
�
( NOTES: t.MAXIMUM DIAMETER OF OPENING=3".
I 2.ANNULAR SPACE=MINlMUM 0°,MAXIMUM 5I8".
i
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I
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�''� 292
iHiiti,Inc.(U.S.}1-800-879-5000•rvww us.hilti.com•en espanol 1-800-879-5000•Hiiti Firestop Systems Guide 2007
BXUV.L570-Fire Resistance Ratings-ANSI/UL 263 Page 1 of 6
3I�\��LINE CERTIFt ATIONS 018 T�RY
BXUV.L570
Fire Resistance Ratings - ANSI/UL 263
?a�e_9�om
Design/Syrstem/Construct�an/Assembiy Usage Disclaimer
• Authortties Having Jurisdiclion 5hould be conwited in at�pses as to the partkular requir�nent5 tovering the it�sWllation and use of UL
Listed or Ciassified products,equipment,system,devioes,and materiais.
• Authoritles Havi�g lurisdiction shpuld be o�nsulted befor�ro��on.
• Fre resistance assembi�and products are devebped by U►e design wbmitter and have been imestlgated by UL for compliance with
applicable requiremenCS.The published information canrwt always address every construction nuance encountered in the field.
• When field issues arise,it is recommended the first coMact for assistance be the technical service staff providetl by tlie product
manutacWrer noted for the design.Users oP flre re�stance assemblies are advised to cpnsult tfie general Guide Ir�formadon for each
P�oduct category and each qroup of assembites.7rie Gufde Infortnation includes specif"cs conoeming altemate materiais and altemate
methods of co�strudion.
• Onfy produds which bear UL's Mark are considered as passified,Llsted,or Recoyn¢ed.
!
� Fire Resistance Ratings - ANSI/UL 263
See Gener�l Fnfortnatlon for Fire ResistancP Ran�9e_nNCta u �a�
Desiyn No.L570
September 09,2008
I � Unrestrainet!AssembiY Rating—1 Hr.
Load itestricDed fw�Canadian Appllcatlons—See C�uide BXUV7
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BXUV.L570-Fire Resistance Ratings-ANSUUL 263 Page 2 of 6
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� 1'AO°ry^g SY�—T��1���9 SYStem shall consist of one of the foliowing:
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BXW.L570-Fire Resistance Ratings-ANSUtJL 263 Page 3 of 6
� srscem No.i
Subflooriny—fdom 19/32 in.thidc wood stnxtural panels installed perpendicufar to the joisLS with end joints staggered.
Plywood or paneis seared to joists wtM corupvctlon adhesive and No.6d�inged shank nails,spaced 12 In.OC abng each
joist.Staples having equal or greater withdrawal and lateral resistance strergth may be substituced for the 6d nails.
Vapor Barrier—(Optional)-Nom 0.030 in.thick oommercial asphatt saturated feiL
Finish floor—Min 1 by 4 in.T&6 fumber installed perpendicular to the jasts,o�min 15/32 In.thidc wood structura�
panels,min grede"Unde�faymenY`or'Stngle-Floor".Face grain of plywood or strength azls of panel to be perpendicular tp
joists with joints sta99ered.
�rstem No.2
�+���p—Nom 19/32 in.thidc wood structural paneis installed perpenditular to the joists with end joints staggered.
Plywood or panefs sepired to joists with wnstruction adhesive and No.6d rfnged shank nails,spaced 12 in.OC along each
joist.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier—(pptiona�j_Nom p,030 in.[hick commercial asphaft saturaced felt.
Floor Mat Naterials•-(Optioeal)—Min 3/8 in.to max 3/4 in.thick Hoor mat material loosely laid over the subfloor.
� UNITED STATES GYPSUM CO—LEVF1RpCK�&and Sound Reductio�Board
Attemate Floor Mat Maberials�—(Optfonaq-Nom 1/4 in.thick floor mat material loosely laid over the subFloor.
UNI7'ED STATE.S G1rp�M CO—LEVELRpp(�g�nd Ftoor Underlayment SRM-25
�^ate F1oor Mat Mate�ials*—(Optio�al)-Nom 3/8 in.thidc floor mat material loosely�aid over the subfioor.
SOLtlTIA INC—Type SC50
i �
�^�h�O�^9'��ToPP�����rc"—Mi�1/2 in,thickness of floor bo�fng mixture having a min compressive
strength of 1200 psi.Refer to manufacivrers instructions accompanying tl�e materiai for specific mbc design.
UNITED STATES GYPStlM CO—Type LRK
iSYstee+No.3
` Subfloarcinp—Nom 19/32 in.thidc wood�uryi panels instalied perpend(qilar to the joists with end joint5 staggered.
PlYwood or panels secured to joists with coru�ction adhesive and No.6d ringed shank nails,spaced 12 in.OC abng each
)oist.Staples having equal or greater withdrawal and lateral resistance strengtfi may be wbstituted for the 6d nails.
Yapor Barrier—(Optionaq-Nom 0.03U fn.thick commercial asphalt saturated felt.
� Pbor Mat Mabarials#—(Optipnal)-Min 3/8 in.to max 3/4 in.thick floor mat materiai loosely laid over the subfloor.
UNITED STATES GYPSUM CO—LEVElRpCK�Brand Sound Reducdon Board
N��ternate Roor Mat Maberials'�—(Optionaq-Nom i/4 in.thick floor mat material fooseiy Iaid over the subHoor.
UNITED STATES GYPSUM CO—LE{/ELROCK�Brend FFoor Underlayme�t SRM-25
I
(
INben+ate Flaor Mat Materials*—(Optional)-Nom 3/8 in.thidc fbor mat material loosely laid over the subFloor.
SOLUTIA INC—Type SC50
( Fi�ish F�oorin�-Hoor Topping Miuture*—Min 1/2 in.thickness of Floor toppin9 mixture having a min compressive
strength of 3000 psi.Refer to manufacturers instructions accompanyfng the materiai for specific mix design.
� UNITED STATES GYPSUM CO—Type HSLRK
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BXUV.L570-Fire Resistance Ratings-ANSI/UL 263 Page 4 of 6
�
System No.4
5ubflooriny—Nom 19/32 in.thidc wood strvctural panels installed peryendicular to the joists wRh end joints staggered.
Plywood or panels secvred to/oists wiM cor�structio�adhesive and No.6d ringed shank nails,spaced 12 in.OC abng each
joist.Staples havtng equai or greater withdrewal and lateral resisqnce screngtfi may be wbsUtuted for the 6d nails.
Vapor Barrier-(pptrona�)—Nom 0.030 in.thick commerciat asphait saturated felt
Finish Flooring-Ftoor Toppinp yixtures—Mtn 3/4 or 1 in.thidmess of Aoor Wpping mixture for 19/32 or 15/32 in.
th�dc wood sWCWraI panels re5pettiveiy,having a min wmpressive strength of 1000 psi.Refer to manufaUurePs
instructlons accompanying the material for specific mix design.
ALLIED CUSTOM C,YPSIJt�1 pLASTERyyORKS LLC—Accu-Crete and Aau-Radient
Mbernate Floor Mat Maberiaix—(ppnp��)-Floor mat material nominal 2-9,5 mm thick bose laid over the subfloor.
Floor topping shail be a min of 3/4 in.or i In.thitk for 14/32 or 15/32 in.thidc wood strvctural panels respecitively.
ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Type AccuQuiet P80,Type AccuQuiet C40,Type AccuQuiet RSM 20,
Type AcwQuiet RSM 32,Type AccuQufet RSM 48,Type AauQuiet RSM 64,and Type AccuQuiet RSM 120
SYstem No.5
�+ct�ra�Cement-Fiber Un1ts*—Nom 3/4 in.#hick,with tong edges tpngue and grooved.Long dimension of panels W
be perpendicuiar to joi�with end joints sqggered a min oF 2 ft and centered over the joists.Panels secured to�ists witry
1-5/8 in.bng No.8 self-drilling,self-cpuntersink(ng steel screws spacetf a max of 12 in.OC in the fieid with a screw
located 1 i�.arul 2 in.from each edye�and 8 in.OC on the perimeter with a screw located 2 in.from each edge,located
1/2 in.from the sFde edges of the panel.
UNITED STATES GYPSUM CO—FORTACRETE Structural panels
� 2•�+re�M�ood Membe►s*—Min 9-1/2 in.deep"I'shaped wood joists spaced at a max of 19.2 in.OC,and blodced
at the ends usir►g 2 in.by 10 in.wood m�nbers.Min joists beariog on piates�all be 5-1/2 i�.loists sewred to the bearing
plates with two 8d or lOd nails at each end.Spaang may be tncreased to 24 in.OC when Batts and Biankets'�(Item 38)
is used.
YVE1fERNAEUSER—Types T7I�36p,17I�560,TJI�/L65,TJI�/L90,TJI�/H90,77I�/HD90,T7I�/HS90,T7I�100C,
TJIm 300C. �
������+�+�e�Wood Memberss—Min 14 in.deep wood and steel trusses spaced a max of 19.2 in.OC.Min
bearing and nailing or boldng to bearing plates(tfirough steN bearing d(ps)shall be in acoordance witl�the manufacturer's
� instaltation instructions.Spacing may be increased tp 24 in.OC when Batts and Blankets*(Item 3B)Is used.
WEYERNAEUSER—Types TJH,T)L(X),T]M,T]S,T]W,TJL.
3.Insulation-Batts and Btankets#—(Optlonal)—Glass Rber insulatfon,secured to the wbflooring with staples,or to
the wood joists with 0.090 in,diam gaiv�eel wires,or draped over the resilient channel/gypsum panel(or Steel Framing
MernbersJgypsum paneQ ceiling membrane.My thidcness of glass fiber insulation bea�ing the UL passiticaUon Marking as
to Surface Buming Charecteristics and/or Fre Resista�ce.
3A•Insu(ab°�"Loose F'il�Naterial*—As an aitemate to Item 3—Any thkkness of loose fill material bearing the UL
Classification Marking for Surface Buming Charac[erist��applied within the conceated space,over the resiNent or furring
���/9YP5�Panet or Steei Freming Members/gypsum panei ceiling membrene.
3g•L�suletio�-Batts and Biankets*—(For Use When Structy�al Wood Members=are spaced 24 in OCj—MIn. 1 in.
thidc glass fiber insulation bearing tlie UL Classificatlon Marking as to Surface Bumi�Characteristics and/or Fire
- R�� �� channel/gypsum panel(or Steel Fra ' -��p�T •
Rm�,zsT�.� .����
� �
� 4•ResiFient Channds—Nom 1/2 in.dee
I
0.020 in.thick galv steel.Installed p�'Z-3/8 In.wide at the base and i-3/8 i�.wide at the face,formed from
� ���'� perpendiwlar to the foists,spaced a max of 16 in.OC when rro insulatfon is fitted in the
space,or 12 i�.OC when insulatipn is fitted in the cpncealed space.Two courses of resilient channel po5itioned 6 %�
in.OC at gypsum panet butt-joints(3 in.from each end of wailboarcl).Chartnels oriented opposfte at gypsum panel butt- 1
joints.Channel splices ove�lapped 4 irt.beneath wood trusses.Channels secured to each truss with 1-1/4 in.bng Type S
� screws. �
I ;
i � � , 4A.Alternabe Steet F�ami�y�y�y�_�ryot Shown)-As an altemate to Item 4,main runners,cross tees,cross �
channels and wall angie as listed below.
.
1
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�
BXUV.L570-Fire Resistance Ratings-ANSI/UL 263 Page 5 of 6
• �.._
a.Main Runners—Nom 10 or 12 R long,15/16 in.or 1-1/2 in.wide face,spaced 4 R.OC.Maln
ru�ners suspended by min 12 SWG galv steel hanger wires spaced 48 in.OC.Hanger wires to be
located adjacent to main runner/cross tee intersections.Hanger wirPS wrapped and twist-tied on
16d nails driven in to side of joists at teast 5 in.above the bottom face.
4
` b.Cross Tees—Nom 4 ft long,1-i/2 in.wide face,installed perpendicular to the main runners,
spaced 16 in.OC.Additional cross tees or cross channels used at 8 in.from each side of butted
9ypsum panel end joints.The cross tees or cross cha�nels may be riveted or screw attached to the '
wall angle or channel to facilitate the ceiling installation.
c.Cross Channels—Nom 4 or 12 ft long,instailed perpendicular to main runners,spaced 16 in.
OC.When Batts and Blankets(I[em 5)are used,cross channels spaced 16 i�.OC.
�
d.Wall Angle or Channel—Painted or galv steel angle with 1 in.legs or channel with 1 in.legs,
1-9/16 in.deep attached to walls at perimeter of ceiling with fasteners 16 in.OC.To support steel ,'
frami�g member ends and for screw-attachment of the gypsum panels. ?
__ _ . _. __ i
� � CGC INC—Type DGL or RX,
USG INTERIORS INC—Type DGL or RX. `
4g•A�temate Steel Framing Members—(Not Shown)*—As an altemate to Items 4 and 4A,furring channels and Steel
Framing Members as described below.
a.Furring Cha�nefs—Fortned of No.25 MSG galv steel.2-3/8 in.wide by 7/8 in.deep,spaced
24 in.OC,perpendicvlar to joists.When insulation,ltems 3,3A,or 36 is used,the furring channel
spacing shail be reduced to 16 in.OC.Channels secured to joists as described in Item b.Ends of
adjoining Channels overlapped 6 in.and ded together with double strand of No. 18 SWG galv steel
wire near each end of overiap.
b.Steei Framing Members*—Used to attach furring channels(Item a)to the wood joists(Item
2).When wood joists are spaced 19.2 in.OC,clips spaced a max of 38.4 in.OC.When wood joists
are spaced 16 or 24 in.OC,clips spaced a max of 48 in.OC.RSIC-1 Gips secured to alternating
� joists with No.8 x 2-1/2 in.coarse drywall screw through the center grommet.RSIC-V clips secured
to altemating joist5 with No.8 x 1-1/2 in.coarse drywall screw through the center hole.Furring
channels are friction fitted into dips.Adjoining channels are overlapped as described in Item a.As
an altemate,ends of adjoining channels may be overlapped 6 in.and secured together with two
self-tapping#6 framing screws,min.7/16 in.long at the midpoint of the overlap,with one screw
on each Flange of the channel.Additional clips required to hold furring channel that supports the
wallboard butt joints,as dpscribed in Item 5.
PAC INTERNATIONAL INC—Types R$IC-1,RSIC-V.
4C.Stee1 Framing Members*—(Optional,Not Shown)-Used as an altemate method to attach min.1/2 in.deep
resilient channels(Item 4)to structurel wood members(Item 2).Resilient channels are friction fitted into dips,and then
dips are secured to the bottom chord of each structural wood member with a min. 1-3/4 in.long Type S steel screw
through the center hole of the ciip and the resilient channel Flange.Adjoining resilient channels are overlapped 4 in.under
strudural wood members.The Gip flange is opened slighUy to accommodate the two overlapped channels.Additionai Gips
required to hold resilient channel that supports Lhe gypsum board butt joints,as described in Item 5.
KEENE BUILDING PRODUCTS CO INC—Type RC Assurance.
5.Gypsum Board*—Two layers of 1/2 in.or 5/8 in.thidc by 4 ft wide gypsum panels,installed perpendicular to resilient
channeis(Item 4).The base layer of panels screw-attathed to the resilient channeis with 1 in.long Type S screws spaced 8
in.OC at the butt joints and 16 in.OC in the field of the panel.The face layer screw-attached co the resilient channels with '
1-5/8 in.Type 5 screws spaced 8 in.OC and 1-1/2 in.Type G screws spaced 8 in.OC at the butt joints located mid-span
between resilient channels.When Steel Framing Members(Item 4A)are used,gypsum board installed with long
dimension perpendicular to cross tees.The base layer of panels fastened to cross tees with 1 in.long Type S screws spaced
8 in.OC at the butt joints a�d 16 in.OC in the field of the panel.The face layer screw-attached to the cross tees with 1-5/8
in.Type S screws spaced 8 in.06 and i-1/2 in.Type G screws spaced 8 in.OC at the butt joinks located mid-span between
cross tees.Screws along sides and ends of panels spaced 3/8 to 1/2 in.from panel edge.End joints of panels shall be
staggered with spacin9 between joints on adjacent panels not less than 4 ft OC.When Steel Framing Members(Item 46)
are used,panels installed with long dimension parallel with joists.Base layer attached to the furring channels using 1 in. �
long Type 5 bugle-head steel screws spaced 8 in.OC along butted end joints and 12 in.OC in the fieid of the panels.Butted
end joints shall be staggered min.2 ft.within the assembly,and occur midway belween the continuous furring channels.
Each end of the gypsum panels shali be supported by a single tength of furring channel equal to the width of the panel plus
6 in.on each end.The fumng channeis shall be spaced approximately 3-1/2 in.OC,and be attached to underside of the
joist with one RSIC-1 clip at each end of the channei.Butted base layer end joints to be offset a minimum of 24 in.in
adjacent courses.Outer layer attached to the furring channels using i-5/8 in.long Type S bugle-head steei screws spaced
� 8 in.OC at butted joincs and 12 in.OC in the field.Butted end joints to be offset min 12 in.from base layer end joints.
Bucted side joints of outer layer to be offset min 12 in.from butted side joints of base layer.
http://database.ul.comlcgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 9/26/2008
- BXUV.L570-Fire Resistance Ratings-ANSUUL 263 Page 6 of 6
� CANADIAN 6YPSUM COMPANY—1/2 in.Type C,IP-X2,IPC-AR;5/8 in.Type C,SCX,IP-X3,IP-X2.
UNITED STATES GYpSU�y Cp—1/Z in.Type C,IP-X2,IPC-AR;5/8 in.Type C,SCX,IP-Xi,IP-X2.
USG MEXICO 5 A dE C V—1/2 in.Type C,IP-X2,IPC-AR;5/8 in.Type C,SCX,IP-Xi,IP-X2.
6•Rnishiny Systeen—Fiber tape�nbedded in oompound o�er joints and exposed nail heads,covered with cornpound
with edges of compound feathered out.As an alternate,nom 3/32 in.thidc gypsum veneer plaster may be applied to the
entfre surtace of classified verreer baseboard.loints reinforced.
*Bearing the UL Gassification Mark
Last Uodated on 20�8-09-09
_T �..,,� _._._. �..____�.__ __.
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� Questio�s? Notice of Disdaim r Page Too
CoRyright�2nnR Underwriters Laboratori�In��
The appearance of a company's name or product in this database dces not in itseff assure that producGs so identified have been manufactured
under UL's Follow-Up Seroice.Only those products bear(�g the UL Mark should be considered to be Listed and covered under UL's Follow-Up
Service.Always look for the Mark on the produd.
UL permits the reprodudion of the material cnntained in the Oniine Certificatio�Direccory subject to the folbwing conditions: 1.The Guide
Infortnatlon,Designs and/or listings(files)must be presented in their entlrety and in a non-misFeading manner,without any manipulation of the
data(o�drawings).2.The state�nent'Reprinted from the Online Certifications D(rectory with pertnission from Underwriters Laboratories Inc."must
appear adjacent to the extrac[ed material.In addition,the reprinted material must indude a copyright notice in the foibwing fottnat:'Copyright p
2008 Underwriters Laboretories Inc,�•
� An +ngepeaoerti orpanization w�rkinQ for a safer world rrish,integttty< precisiun end knore6edqa.
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I HR. FIRE RATING
UL/aSTM �63, a55EMBLY L5'f0
I HR. P1RE RATIN6
UL/ASTM �63, ?�SS�MBLY L5'10
PINISH FL04R PER DE5IGNER
�" PLYWOOD
9" DI�4. DUGTING PER MEGH.
FIRE DAMPERS AT PENETRATIONS
�O" TJL
G�4�1 LI6HT PER DE516NER
W/ TENMAT FIRE RA'T�D GOVER
RE5ILIEAIT Gh!?�N1�tEL fb" OG
� LAYERS �" T'YPE X 6YP. BD.
FINISH PLOOR PER DESIGNER
�" PLYWC�OD
�O" TJL
RESILIENT GHANAtEL I6" OG
� LA'f�R5 �" TYI''E X GYP. BI�.
4" DIA. DUGTING PER NIEGH.
P�i?E D�4MPER5 AT P�NETRf+�TIONS
GAN LI6HT P�R DE5IGNER
W/ TENMAT PIRE R,4TED GOVER
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T�3WN���AI� � TOWI�_OF_VAIL___�__,
Department ofCommunity Deve%pment
Building Safety and Inspection Services i
75 South Frontage Road �
�ail, Co%ado 81657 ��,
970-479-2138
FAX 970-479-2452
www,vailgov,com
Second Check
Second check plan review comments are shown below original comment in bo/d ita/ics
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
plans submitted 5/1/08
TO: Contractor/Applicant Architect
Highland Builders Fritrlen Pierce
Mark Hallenbeck proj#0721
FAX/Email #: mark@highlandbuilders.com johlson@vailarchitects.com
NUMBER OF PAGES: 3
FROM: Chris Gunion, Building Plans Examiner
DATE: 5/1/08
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: 7870 s.f.
The documents submitted for this project dated 4/28/08 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 2005 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 �lan sheets are not accepted.
• Please respond in writing to each comment by markinq the attached list or creating a response
letter. Indicate which �lan sheet, detail, specification, or calculation shows the requested
information. Please send revisions to the attention of the plans examiner with the buildina
permit application number noted.
. Please be sure to include on the resubmittal the e�ineer's or architect's "wet"stamp, siqnature,
registration number and date on the cover page of any structural calculations, all structural
a �
details and structural sheets of the plans. For commercial or multi-family projects all sheets of
the plans must be stamped.
Please coordinate plan resubmittal with Town of Vail Public Works, Planning and Fire Department
comments.
Inc/ude requested information addressing Scot Hunn's comment: '
"Deve%per sha//address p/anning condition of approva/concerning submitta/of
executed encroachment, shoring and temporary access agreements with adjacent �,
property owners PRIOR to issuance of a bui/ding permit."
As of 5/I/08, approva/s from Town of Vai/Pub/ic Works and Vai/Fire have not been
entered in Permits+ for this bui/ding permit.
Architectural Comments:
1 Sheet A000 indicates the building construction type is type VA, the code review sheet X001 indicates
VB is proposed. Coordinate all notes on plans.
Show the appropriate 1 hour ratings in the code tab/e X001"rating requirements of
bui/ding e%ments"See XOOi
3 If type VA construction is used for the proposed building, include complete 1 hour assembly details
for roof/ceiling, floor/ceiling columns and beams per IBC table 601. Include all fire resistive assembly
listing details. If VB construction is used, include 1 hour construction details only where required for
separated uses, and location of property, decks and parapets.
Coordinate 1 hour assemb/y/istings with a//section detai/s on the p/ans P/an sections
and detai/s contain information conf/icting with the assemb/y/istings Reference a//1
hour assemb/y detai/s on the p/ans and sections detai/s Provide the UL orgypsum
assemb/y detai/on the stamped p/an sheets Mu/tip/e sheets
Inc/ude assemb/y detai/for 1 hour roof construction, Coordinate with a//p/an sections
and detai/s Mu/tip/e sheets
See Sheet A804 for fire ratings.
� Revise occupant load for first story M occupancy. X001 indicates occupant load factor is 100. This is
incorrect. The occupant load factor is 30. IBC table 1004.1.2. Revise exit plans.
Update a//occupant/oads on 2/X001 to show the correct occupant/oads See X001
6 Revise sheet X001 to show complete exit discharge to the public way at all east exit discharge
locations. Provide complete plans and documentation for the east exit discharge at the"access
agreement easement". Include details on a code compliant exit discharge per IBC ch. 10. Include
documentation on exit discharge easement and show complete plan for exit discharge to the public
way.
P/ease inc/ude a copy of the requested exit easement for the bui/ding permit record,
Document was not inc/uded.
See attached document
�1 Include a complete Statement of special inspection with all required information per IBC 1704.1.1.
No statement was received with the revised p/ans See IBC 1704,1,1 for the required
information to be provided. See the/ist of required specia/inspections on sheet 51
See revise Cover Sheet A000
� Revise roof plan and elevations to show new boiler vents and termination 2' above any roof within
10" per and 8'from a vertical wall per IFGC 503.6.5
No response was given to this comment. Show information on the roof p/ans
See updated sheet A301 and A204
14 Provide fixed ladders, catwalks and working platforms for access to all rooftop equipment per IMC
306.5. Provide access to elevator equipment room per requirements of NWCCOG elevator inspector.
o -
�Sfiow Fxed/adders providing access to the roof and equipment from grade per IMC
306,5
See updated sheet A204
Electrical Comments:
33 Provide emergency egress illumination where for exterior stairs where two exits are required.
No response was received
34 Provide receptacles above Show Window per NEC 210.62.
No response was received
35 Provide separate branch circuits for elevator machine room and pit receptacles per NEC 620.23.
No response was received
36 Location of 20hp elevator motor disconnect is not shown.
No response was received
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\B07-0307\607-0307.DOC
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Depaitment of Community Deve%pment
Building Safety and Inspection Sen�ices
75 South Frontage Road
�ail, Co%ado 81657
970-479-Z138
FAX 970-479-Z45Z
www.vailgov.com
Second Check
Second check plan review comments are shown below original comment in bo/d ita/ics
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
plans submitted 5/1/08
TO: Contractor/A�plicant Architect
Highland Builders Fritzlen Pierce
Mark Hallenbeck proj#0721
FAX/Email #: mark@highlandbuilders.com johlson@vailarchitects.com
NUMBER OF PAGES: 3
FROM: Chris Gunion, Building Plans Examiner
DATE: 5/1/08
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: 7870 s.f.
The documents submitted for this project dated 4/28/08 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 2005 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 containinq 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 b�marking the attached list or creatinq a response
letter Indicate which plan sheet detail specification or calculation shows the requested
information Please send revisions to the attention of the plans examiner with the buildina
permit a�plication number noted.
• Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, siqnature,
registration number and date on the cover �aqe of any structura� calculations, all structural
. - I
details and structural sheets of the plans. For commercial or multi-family,projects all sheets of I�
the plans must be stamped.
Please coordinate plan resubmittal with Town of Vail Public Works, Planning and Fire Department
comments.
Indude requested information addressing Scot Hunn's comment:
"Deve%per sha//address p/anning rnndition of approva/concerning submitta/of
executed encroachment, sho�ing and temporary access agreements with adjacent
property owners PRIOR to issuance of a bui/ding permit,"
As of 5/1/08, approva/s from Town of Vai/Pub/ic Works and Vai/Fire have not been
entered in Permits+ for this bui/ding permit.
Architectural Comments:
1 Sheet A000 indicates the building construction rype is type VA, the code review sheet X001 indicates
VB is proposed. Coordinate all notes on plans.
Show the appropriate 1 hour ratings in the code tab/e XOOZ"rating requirements of
bui/ding e%ments"
3 If type VA construction is used for the proposed building, include complete 1 hour assembly details
for roof/ceiling, floor/ceiling columns and beams per IBC table 601. Include all fire resistive assembly
listing details. If VB construction is used, include 1 hour construction details only where required for
separated uses, and location of property, decks and parapets.
Coordinate 1 hour assemb/y/istings with a//section detai/s on the p/ans P/an sections
and detai/s contain information conf/icting with the assemb/y/istings Reference a//1
hour assemb/y detai/s on the p/ans and sections detai/s Provide the UL orgypsum
assei»b/y detai/on the stamped p/an sheets: Mu/tip/e sheets
Inc/ude assemb/y detai/for 1 hour roof construction. Coordinate with a//p/an sections
and detai/s Mu/tip/e sheets
5 Revise occupant load for first story M occupancy. X001 indicates occupant load factor is 100. This is
incorrect. The occupant load factor is 30. IBC table 1004.1.2. Revise exit plans.
Update a//occupant/oads on 2/XO01 to show the correct occupant/oads
6 Revise sheet X001 to show complete exit discharge to the public way at all east exit discharge
locations. Provide complete plans and documentation for the east exit discharge at the "access
agreement easement". Include details on a code compliant exit discharge per IBC ch. 10. Include
documentation on exit discharge easement and show complete plan for exit discharge to the public
way.
P/ease inc/ude a copy of the requested exit easement for the bui/ding permit record. ,
Docament was not inc/uded.
11 Include a complete Statement of special inspection with all required information per IBC 1704.1.1.
No statement was receiveal with the revised p/ans See IBC 1704.Z,Z for the required
information to be provided. See the/ist of required specia/inspections on sheet SI
12 Revise roof plan and elevations to show new boiler vents and termination 2' above any roof within
10" per and 8'from a vertical wall per IFGC 503.6.5
No response was given to this comment, Show information on the roof p/ans
14 Provide fixed ladders, catwalks and working platforms for access to all rooftop equipment per IMC
306.5. Provide access to elevator equipment room per requirements of NWCCOG elevator inspector.
Show fixed/adders providing access to the roof and equipment from grade per IMC
306.5
Electrical Comments:
33 Provide emergency egress illumination where for e�erior stairs where two exits are required.
No response was received
34 Provide receptacles above Show Window per NEC 210.62.
No response was received
35 Provide separate branch circuits for elevator machine room and pit receptacles per NEC 620.23.
No response was received
36 Location of 20hp elevator motor disconnect is not shown.
No response was received
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\B08-0072\608-0072.secondcheckDOC.DOC
�
; FtL E COP Y
TOwN OF VAI� ;
Department of Community Development
75 South Frontage Road
i/ail, Colorado 81657
970-479-2138 February 27, 2009
FAX 970-479-2452
www.vailgov.com
Honorable Mayor Dick Cleveland
Inter-office mail
Re: Rucksack construction project building permit number B08-0072 located at 288 Bridge Street
Lots C&D, Block 5A, Vail Village Filing 1
Mr. Mayor,
The following summary is in response to your request on information in regards to the recent events
that have occurred at the Rucksack construction site.
Snow removal from the Rucksack building onto the A&D Building
Bob Webb, Code enforcement officer, was contacted by Susan Jasem at 8:00 am on February 25th,
2009 registering a complaint as to person(s) from the Rucksack building were dumping snow onto the
roof of the A&D building next door. This complaint was forwarded to Leonard Sandoval of the public
works department. Upon visiting the site it was determined that the snow was removed to repair a
section of roof flashing.
Approval of drainage from the Rucksack building onto the A8�D building
The approved plans for this construction project did not include approval of drainage to be taken from
the Rucksack building to the A&D building. The contractor, however, has run a drainage pipe from a 9
square foot roof area into the A&D building gutter. I have contacted the Rucksack building owner who
indicated he will have the drain rerouted to an approved location within the Rucksack drainage system.
A building inspection shall be performed to insure that this does take place.
Egress from the second floor window of the A&D building
An 18 inch passageway for the second floor window to grade was constructed by the Rucksack
contractor as per an agreement with the A&D building owners. This passageway is not a building/fire
code requirement, therefore was not considered as part of the building permit approval process.
Chief McGee and I on Wednesday visited the site to become familiar with what has been done in
regards to this passageway and we have concluded that it is an attractive nuisance. The design
professional for the project will be required to provide a solution to remove the nuisance that will be
acceptable to the Building and Fire Investigation teams.
. ��� RECYCLED PAPER
�.
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Action taken '� e� ` � `' "'Y � �
I have scheduled a meeting with the Rucksack construction team and inviting representatives of the
A&D building to discuss these aforementioned items as well as a concern by the public works
department in regards to the roof drainage from the A&D building that prior to the recent construction
drained on the Rucksack property. This meeting is tentatively scheduled for next Friday March 6tn
2009.
If I can be of any further assistance please contact me at 479-2142
Sincerely,
,
�
f� ---_,
Martin Haeberle
Chief Building Official
Cc: Stan Zemler, Town Manager
George Ruther, Community Development Director
Mike McGee, Deputy Fire Chief
File
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'�OY���ZUPS��..O1(�fi+C�O' .
COUNCII OF GOVFiRNMENTS`�``��
'���_��._����-- �-c, � M (�
To: Martin Haeberle Town of Vail Building Official D
� FEB 12 !
From: Steve Allen, Elevator Inspector (j� 1009 i I
u �
970-468-0295 ext. 108 or elevator nwc.coa.co.us TOWN OF VAIL
Dabe: 02/11/09 i
Project Name: Highland Builders Corp. �
�
❑ Conveyance Plan Review
�] Conveyance Test and Inspection ��Wt� O� V�Bi�
� �
Location: 288 Bridge Street, Vail, CO 1� � � A
������� �
_ _ _ ��Pl�
Permit Number: NWCCOG 08-205 -�
Conveyance Type: Commercial LULA
❑ The plans; have been reviewed and found to conform to all applicable ASME 17.1 and
IBC codes
� The rated speed of the conveyance meets ASME A17.1 requirements, speed in up
direction 30 FPM, speed in down direction 30 FPM
�1 The Conveyance at the above location was inspected and tested on 02/10/2009 and a:
❑ TEMPORARY Certificate; has been issued.
� FINAL Inspection Certificate; has been issued.
❑ NO certificate; is being issued.
❑ FOR CONSTRUCTION USE ONLY
Comments:
Signature
Northwest Colorado Council of Governments ♦ PO Box 2308 ♦ Silverthorne ♦ CO ♦ 80498
970-468-0295 ♦ Fax 970-46&1208 ♦ wvvvv.nwc.cog.co.us
May. 29. 2008 9:40AM CARI �N CARLSON & DUNKELMAN No. 4893 P. 1
B�$ ,Oc�� �—
� � � � o � �
' � D
� AY 29 2008
286 BRYD�E ST�ET,INC. i
t
� �` �� ��= vA!L
��►9,2oos -�o���s+
2�����\�
Mr. Mark Hallenbeck -�� 5-�1 _ 6 2 3�(
� �Tighland Builders
2598 Palmer Park Blvd. ��g - oo�t �
Colorado Spriz�gs,CO 8c 09
Mark:
286 Bridgc Street,Inc. a:proves the following Staging Agreement:
1) Hig�iland Buildf;rs Corp. will provide a 4'-0 access to all commercial and
resid�ential tena•+s, in�vit,ecs and licensees at the A&D Buiiding,286 Bridge
Stxeet,Vail,C( '"A�D Building)at all ti.mes during the constructi n.
2) If any damage� curs to A 8�D Building prope,rt�y or the property of A&D
tenant during tt construction/staging process,Highland Builders 1 be held
liable and High nd Builders will indemnify the damaged party. �ii and
Build�rs wiu li; le and will indcmtiify and hold harmless 286 Bridge Strcet,
Inc. for any per nai injuries that m,ay occur in the staging azca durin the
conslruction. �: ..�hiand Buildcrs shsll also list 286 Bridge Street Inc. a co-
insured on its b �lders risk insurance policy.
3) AlI conditions c staging will be approved by the Tovvn of Vail aad Fire
Y7epartment for ._1 emerge�ac�exits.
� 4) No overnight st3ging. Staging will be used fdr only temporary drop o and
deiivery to the�iridge S�Building. No construction shall occur in th staging
area.
5) Staging will on] occur ttu�ough Septembcr 1,2Q08.
6) 4' tall traffic ba cade�wilI be placed 4' from the A&D Building.
� 7) North Bast corn trae will be remo�'e and replac�d at n4 expense to 286
Bridge Street,v . by the same type of tree and a tree of equal or� r size.
$) Highland Build� s Corp. shall be a1lor�ved to constntct or�modify the llowing
items which are :t forth oz�tho building permit set of plans.
a) A gate betw �n the A&cT7 Building aud the$urton Snowboazd Sh p.
b) The gnttets �d downspouts on the ABcD Building which eurrentl flovv
unta the roo �f the Burton Snowboard Shop.
c) A bathroom�vent on tho A&D Building,
;
May, 29. 2008 9:40AM CARI �ON CARLSON & DUNKELMAN No. 4893 P. 2
d) A xeductiu�in lengtl�of a stone wa11 up to 4 feet in Iength loca d on the
southeast ;orner of the AcS�D Building.
9) �Tighland Builclers agrees to discuss vvith 286 Bridge Street,Inc.th most
efficient mann r,r to a,ccomplish the matters set forth in paragraph 8 erein. '
10)1'he parties wi 1( first attempt to agree on a redesign in r�vhich the ex' ting exit .
will appear to c lisappear into the existing building. If an Agreement cannot be
reach on tlus r:design,owner agrees to relocate the exit to the back f the
buiiding.
By:
286�ridge Str�et,Inc. �ighland Builders -
�� '
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�y- jZn hrA,t.�a :ti. c���� y: Mark�Tallez�beck,Highlan Btu
A;rnQu- t� i:�ict
r�bR p�stu���;R
5'� 'L!-0�G � 124'i P.+� M�i"
r
T.Boyle Engineering,Inc.
1650 Fallridge Road,Unit G2
Vail,Colorado 81657 � � �
970/476-2170 FAX 970/476-4383 � �
Februaiy 3,2009
�/
Kurt Reyna
Fritzlen Pierce Architects
1650 Fallridge Road Unit Gl
Vail,Colorado 81657
Subject: Penetradons in Ritz-Carlton Office Roof Beams
Bridge Street Building Remodel
288 Bridge Street
Vail,Colorado
Dear Kurt: �
This is to address the penetrations in the roof beams over the Ritz-Carlton Sales Office at the Bridge Street Remodel
for Greg Denka at the Town of VaiL '
I have reviewed the holes that have been made in both the gluelam ridge beam and the gluelam valley beams in this
area. I have determined that the penetrations in the ridge beam have been made according to the detail that was
provided by this office,and they meet my approval.
Furthermore,I approve of the penetrations that have been made in the north valley beam. However,one condition
exists in the south valley beam that will require reinforcing the beam. Two holes were drilled adjacent to each other '
and one more was drilled above these at approximately the mid-span location of this valley beam. This combinarion ',
of penetra6ons has reduced the capacity of this beam '
Strap ties should be added to the lower portion of tlus beam to compensate for this reduction in capacity. Two
MSTA36 strap ties should be installed on the bottom of this beam, with 18" of these straps on each side of the
damaged azea. Furthermore, one addirional MSTA36 strap tie should be added on each side of this beam in the
lower 6"of the beam face. Again,these should be installed so that 18"of strap is on each side of the hole location.
The addition of these strap des should restore the capacity of this beam to the required strength. Please give me a '
call if you have any qu ' � nts on these items.
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T.Boyle Engineering,Inc.
1650 Fallridge Road,Unit C-2
Vail,Colorado 81657 :
970/476-2170 FAX 970/476-4383
November 26,2008
Kurt Reyna
Fritzlen Pierce Archifects
1650 Fallridge Road Unit C-1 , D � � � � �n �
Vail,Colorado 81657 ��
Subject: Various Framing Items � 26 M1no
Bridge Street Building Remodel �uUO
288 Bridge Street
Vail,Colorado T4WN OF VAIL
Deaz Kurt:
This is to address a few framing items at the Bridge Street Remodel that require clarification for Greg Denka at the
Town of Vail.
T'hree of the items aze components of the flat roof framing over the Ritz Carlton Sales Of�'ice Conference Robm.
The east end of this roof was framed with 1 '/, x 14 LVL lookouts to create a roof overhang in lieu of the rafter
layout originally shown on Sheet S4. I have reviewed the lookouts and their•attachment to the supporting beam and
approve of them as installed.
I also reviewed the parallam header over the opening in this east wall and deternuned that it can support the new
loading from the lookout rafters.
The third item I reviewed in tlus area was the attaclunent of the double 1 '/.x 14 LVL ledger to the existing building
wall framing. I have deternuned that additional lag screws should be installed in tlus ledger. Four'/:"diameter x 7"
lag screws should be installed into each existing stud adjacent to the ledger.
Greg requested that the cantilevered beam that supports the southwest portion of the exterior Second I.evel deck
over the stairs be chamfered to provide minimum code head clearance. The wood portion of this beam is a cosmeric
wrap over a Wi0x22 steel beam. Therefore,it may be chamfered as needed without affecting the structural capacity
of the cantilever.
Greg also wanted documentation on the steel header beam that supports the Third Level interior joists over the �
Second Level south wall. A W8x18 was installed at this location to replace the e�cisting 14"steel beam in order to
_ provide adequate height for the windows in this wall. I sized this beam to be a simple header over the window
openings and this south exterior wall became a bearing wall.
This change was made during the conslruction stage,so I had to review the W 18x35 beam in the Second Level floor
framing below this wall for the additional loading. I determined that the W 18x35 could not support the additional
load. Therefore,I designed a solurion in which we added an MC12x31 chanael to the side of the beam to increase its
capacity. This modification is documented on SK-2,dated June 12,2008.
� '
The last item that Greg Denka requested I address as of today is the double LVL header over the interior stairway up
to the residential storage area. This header spans approximately 3'-6"over the stairs and supports the floor framing
above. It extends 2'—3'beyond the stair span on both ends,where it rests on a shzd bearing wall. Four holes have ;
been made through the portion of this header resting on the bearing wall at the north end. This portion of the
member works like a rim board or blocking. It essentially transfers load from studs above to studs below. As such,
the penetrations have not affected its abiliry to transfer those loads. I hereby approve of this header as framed. ,
Page 2 •
Mr.Kurt Reyna
November 26,2008
Finally,there is one more framing modification that will be made shortly and requires documentation for the Town
of Vail. The bearing wall that supports the sloped 2x12 rafters over the Ritz Carlton Sale Of�ice east of the elevator
is being removed to create the Topo Gallery. A triple 1 '/,x 11 7/8 LVL beam will be installed to support the east
end of these rafters where the bearing wall existed. This new beam will bear directly on top of the perpendicular
triple 11 7/8 LVL beam at the south end,and will be supported by a 4-2x6 column at its north end.
Please give me a c �� questions or comments on these framing items.
Y Y O�'�°$ •••�(°°r,'�O
Sincerel
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Timothy . o "•a..«�•'��G�
President ssl0 N A�E�
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DQ 143 e.meadaw dtive suite 390 ��1r�,L�11 �f A
crossroads sfapphg center CALCULA7ED BY { �-�� DATE � I � `��Qv �
vaiL colaado 81657
970/4762170 CHECKED 8Y DATE
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BUILDERS CORPORATION
May 19, �008
Town of Vail
75 S. Frontage Road
Vail, Co. 81657
Re: Bridge Street Project
�
To Whom It May Concern:
This is to advise the Town of Vail, that Highland Builders will not use any of A&D building property for any
staging area until an agreement has been signed by both parties. However, we will use the existing easement
located on the east side of the A&D bui�ding to access the Bridge Street property.
Sincerely,
Mark Hallenbeck
�
C� C� C OM �
MAY 19 1008
2598 Palmer Park Blvd
Colorado Springs, co ao9o9 TOWN OF VAIL
i
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���A1�TI�
BUILDERS CORPORATION
4/28/08
D�parhnent of Community Dieve%pment
Bui/ding Safety and Inspe�cbbn Servic�s
75.Soutt�Froniage Raad
� - �ai/, Co%rado 81657
0 970-479 2138
v FAX 970-479 2452
�
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� RE: Bridge Street/ Rucksack Building.
�
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� To whom it my concern,
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Highland Builders Corporation will employ the following for all special inspections:
1. CTL Thompson inc. of Glenwood Springs. 970 945-2809
A. Soil preparation.
B. Steel Construction.
2. Boyle Engineering inc. of Vail, Co. 970 476-2170
A. Helical piers inspection.
B. Masonry.
3. A&D Asbestos Testing and Consulting: No Asbestos in the building.
If you have any questions, please give me a call at 719 499-9248.
� � � �:� �n �� n
Mark Halienbeck D
Highland Builders Corp. �
-ro�vN oF vai�.
2598 Palmer Park Blvd
Colorado Springs, CO 80909
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� copy ol;itt@ ori ii�a�}n my custady.
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DISTRYCT COURT, EAGLE CQUNTX� COLORADO �J� � C�,����
Case No. 86 CV 76 �r �'/�' / e+��
/ Q�?-�.�?=�� � "G'�2_
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S�TTLEIYtENT 3TxPULATZON AND ORDER - � �j .�n ��
LJ �/
OTTO STORK, , .-._,
- �-� (
Piainti!!,
v. TOWN OF VAIL
RICHARD T. SANTULLI� GEORGE T. PRUSSIN, IYIYD AML�RICAN M�RTGAGE
COMPANY, B1i1NK AMERYCA BUSINESS CREDIT CORPORATION, A 6 D
ENTERPRISES, INC. , FIRST INTERSTATE BANK OF GOLDEN, BRIDGE
STREET REAL ESTATE AND INVESTMENT COMPANY, LOWER BRIDGE
STREET TRASH ASSOCIATION, TNC. , PUBLIC TRUSTEE �F EAGLE
COUNTY, J�1LL UNKNOWN PERSONS WHO CIJ1Ili ANY INTEREST IN THE
SUHJECT MATTER OF THE ACTION and DOUG NELSON,
Defendants.
PlaintiPf Otto Stork ( "Stork") , delendants George
T. Prusein and Richard T. Santulli ("Prussin and Santulli")
and delendant Chra►sler First Bu�insas Credi� Corporation fka
BancAmerica suainess Credit Corporation ( "Chry�lar")
� stipulate and agres ae followa:
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Sy aqreement dated Auqugt 2, 1967, and rocorded August
i0, 1967, in Book 211 at Page 26 0! ths raal property records
� of Eagle County , Colorado ( the "Agreement" ) A & D
Enterprises, Inc. , Fit2hugh Scott, Jr. and Ottie Kuehn aka
Otto L. Kuehn entered into An aqreement relating to the use
an� occupancy oP contiguous parcels of real prop�rty which
th�y then individually owned. A b D Enterprisee, Inc. was
thsn the owner of the real property described in the
Aqreemen� ae Parcei A; Fitzhuqh Scott, Jr. wae then the owner
of the real property described in the Agreement as Parcel B;
and Ottie Kuehn aka Otto L. Kuehn wa� then the owner of the
real propsrty described in the Agreement as Parcel C,
Pruasin and Santulli are now, and eince January 1985,
have been, the owners, as tenants in common, of the real
property deacri�+ed ir� the Agreement as Parcel A and Stork is
now tt�e awner of the real property desc+-:bed in t�ne Agreemen�
as Parcel B having acquired said prop�a�-ty by warranty deed
recorded April 29, 1975, in Book 239 at Y�qe �s01. Defendant
:.
Chrysler clafms an interest in Parcel A by v�rtue of a deed
of �rust xecorded January 8, 1985, in Book 404 a� Page 416 of
the real property recorda of Eaq'e County� Colorauo (the
"Chrysler Deed of Truat") .
Amonq other things, the Agreemsnt provided dt paragraph
10 theraof:
Tha owner o! Parcel A hereby grants to
the ow�er of Parcel 8 � rfght-of-way nnd
easement �crose tha East 17.36 feet of
Parcei A for: ingress and egrass to and
from Parce2 B to Gora Creek Drivo tor �ho
use and benefit ot tRe owner oP Percel B,
hia guests, tenants and aseigns.
(the "Easement") .
Atter thsy acquired PArcel J►, Prueain an� Santulli
cauaed certain improvamante and renovations to bs mado to the
improvenanto already situatod on Parcol A which improvemants
' had baen in place when the Agreement was executed. In the
course of makinq those improvaments, Pruasin and Sar_tulii
caused the east wall of the buildinq upc�n Parcel A to be
extended into the area ot the Easement. Foll�winq the
completion of the im�rovements by Prussin a�nd Santulli,
Stork, as the owner of Parcel H, filed this actian in the
Eagle County Diatrict Caurt seeking, amang other things,
damages from Prussin andl Santulli and a court order requirinq
� ths removal of the ia�pro�emente that encraached into the area
� oP the Easeaaent. Chrys3ar was named a� a party by virtue ot
� ite interest in Paresl A created by the Chryslor i�eed o!
= mruat. Douq Nelson wa� named as a dafsndant by plaintilf
because he ie the tenant of Stork �+nd is in possession oP
Parcel B under a laase.
, All other defendanCs were either dismissed by tha court
for failure to answer or disc2aimed any intoraet in the
property which wae the subject matter of the action.
- Stork, PruBSin and Santulli and Chrysler aro de�ixoue of
resolving all claims deaert�d in the actfvn and o! providing
against �Cuture uncertainty with reBpect ta the Eaeement and
the remainder of the Agreement and ot amendinq the Easement
across Parcel A for the benefit of Pa�rcel S . in
coneideration af the foregoi.nq and the mutual promiees
herainafter set forth, the partiea nqree as follows:
1. Prussin and Santulli shall pay or cause to be paid
to Stork the eum of $27, 500.00. Said payment shall be made
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to Stork thraugh the office of hia counsel , Fredric
B. Butler.
2. PAr+�qreph 10 0� the Agreament shall be and is
h�reby amonded in it�e sr.tiraty to provldo ae tollowtr:
The owner of Parcel A h4reby qrant� to
tbe owner ct Parcel B a nonaxclunive
right-of-way and et�aement tor inqroas and
egrese to and lrom Parcel B to Gora Creek
Drive for the uso and benelit ot tho
owner of Paz�cel B, his guests, tQnants
and as�iqns, which easement is described
as follows: That portion of a parcel of
land describad in Book 188 at Pago 151 0!
tho Eegle County, Colorado, Clork snd
R�cardar's records, ssid parcol lyinq
within Lots a , b and c, 81ock 511,
Vnil Viilage, First Filinq, accordinq to
ths xu►p thersof recorded in the o!f ice o!
the Bagle County , Colorado, Clerk
and Racorder, describsd as lollow�t
Beginning at the northeast cornor of eaid
parcel of land, said point ot baginninq
� also being th• northaaat cornor nL
� said Lot a, thonca alonq ths Qaatarly
;. l�.ne of said parcal S0o deqresa 09'00"E
� 54.3? feet to the aoutheagt cornsr o!
~ said p�rcel; thence along the aoutherly
line of oaid parcel S89 deqress 35'22"W
17 . 51 teet ; thonce departinq •aid
southerly lino 5 courses 1) No0 dagr�ea
09' 00"W 4.50 feat 2) N69 degre�a 51'00"E
4 . 50 faet 3) N00 degrees 09•00"W 18.00
teet 4) N44 degreea 51'00"E 7.08 lett 5)
N00 degreeB 09 '00"W 28 . 24 feet to the
northeriy line oP said parcel; thence
along said northerly line 8. 10 feet alonq
the arc of a� curve to th4 riqht having a
radius of 285.89 feet, a centrai angie of
Ol degrees 37 '28" and a chord that bears
S80 degrees 55 ' 39NE 8. 10 feet to the
point of beginninq, corttaining 0. 0134
acres more or less . ( the "Aasndsd
Easement�} .
A copy of a survey dated April 13, 1988, showinq the
Amended Easement is attnched hereto as Exhibft A and
incorporated herein. Stork hereby quit claims �o Prussin and
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Santulli any portian of the Easement not within the area of
the Amandsd Easement. Except as harein amended, Prussin and
Santulii anc� Stork ratify, approve and conPirm the ownership
QP the orher in the real prc��erty, imprcvements, easements
and tice attendr�nt burdena and benefits deBCribed in the
Agresment.
3 . During the construction o! �mpr.ovements on Parcel A
by Prussin a►nd Santulli, a gas metQr Qervinq Parcel B was
removed or diacartnected so that th� gas eervics to Parcel B
has bean interrupted. Prussin and Santulli chall not object
to Stork reattaching n qas �eter ao his solo exponse tv the
linQ Rarvinq Parcel H so lo�q as Stork abtains apprcpriata
approval lrom qovernmental authoritias and does not damaqe
Parcel A or the area of the Ayaended EASement. Stork will
undsrtAke to locate such matez in a manner that has thQ l�ast
significant aesthatic impnct.
4. Stork, upon paynent to his ot the swe described in
paraqrapA 1, co�apletely and uncond�.tiona.11y r�loa4ea, waivos,
lorQgoa and diacharges any and all known or ur►known clalms
wh�ch he a►ay havo nqainst Prus�in and 3antulli, th�ir haira,
•xocutora, administratorw, attornsys und agonta o! and gram
a►11 , causes ot nctian, suite, suse ot atonoy, accounts,
� bills, covennnts, contracts, controveraies, agreoments,
� promises, treapasses, damages, judgments, executiana, claims
:� and damands whatsoever, in law or in equity which he �ay have
` ever had, now has or which his assiqnee4, emp�oyees,
hereatter can, shall or �►ay have, lor, upon or by reseon of,
any mntter which wds the subject of state court action,
District Court, Eaqla County, Colorado Cnse No. 86 CV �b
relating to tho property known a� Parcal 11 or tho A � D
Building, or relatinq to the eaea�aent creatsd in the
Aqreement �nd any trespass or damaqe relating to the
improvements to the A & D euildinq psrformed by Prussin and
Santulli as such etfect Parcel B. This reloase is not
intended to and does not release futur� performance af
obligationa aet lorth in the Agraement or the Amended
Easement.
5. Pru��in and San�ulli completely and unconditionally
re�ease, waive, forego and diseharge any and a12 known or
unknown clmims which they may have e►gaf�nat Otto Stork, his
� heire, executare, administrators, attorney�r or aqsnts ot and
lrom a12 causea ot a►ction, auitg, oums o! noney, A�counts,
covenantg, contracts, cantroversies, agreements, promises,
trespaeses , damagea , �udyments, clains and demands
whatsoever, in law or in equity whieh the� max ever have had,
now hava or whiGh they their aesigneas, employees, offiasrs
and directors k�ereafter c�►n, shall or may �ave, for, upon or
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by reason of the clairas asaerted by them aqainst Otto Stork
in state court action, Distrsct Court, Eagla Count�, Colorado
Case No. 86 CV �6 relating to the liling o! s�id action
againet them. This release is not intended to and does not
releaee futura pe�rlorn�Ance of obliqations set farth in the
Aqraement or the AraenBed Easement.
6. Chrysler hereby consents to the a�mendmenL of the
eas�ment deecribed in the Agreement to that provided in tbis
Settlement Stipul�tion and ratities aald J►mendsd Easement.
7. The partiea hAVa authorized and directsd their
cauttsel to file thi� Stipulation with th• court to be
�pproved and entered as the order o! the court. �t is
further agreed that the court may snter an order dismiasing
this action vith prejudice and that tho Lis Pandens rQCarded
by plaintilf ba dismiesed as providad in C.R.C.P. 105.
8. Ea�ch pnrty agreas to execute auch additional
documente as nay bo reasonably necas�Ary or convenia�nt to
etfsctuats the terma of this Stipulation. Should any party
Pail to oxacute suah documant upon roquQet, tha C2erk of th�e
Eaqla County District Court is authorizod upon ex parte
npplication to exeaute such necesga►ry or conveni�nt documen�
for the lailinq or refusing party. Stork and Prussin and
Santulli shall be reaponeib2o tc p�y thair own coa�s and fees
incurred in this Action.
FREDRIC B. HUTLER, �4722
� Counsel for Plaintitt
� P.O. Box 960
� Eaqle, Colorado 8163a
;� (303) 328-7178
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WE EL �. PORTE�2FIE� JR. , 81
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L� L ..1�'�%'�Ct �„!� �'`%F�%�
Attorney !or Prusain d Santu li
ZU05 East 20th 1lvenue
Denv�r, Colorado 80205-5601
(303) 393-0933
ROHINSON & MAI.LON
EDWARD C. SELLS, �12924
Attornays for Chrysier
1202 Nighway ?4, Su�te 311
Evergreen, Calorado 80439
(303j 674�•3351
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o�ro sTO�c
GEORGE T. PRUSSIN
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_ RICN�IRD T. S1WT[1LLS
CHAYSLER lIRST 8U8INES8 CREDIT
CORPORIITION �
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STATE OF COLORADO j
COUNTY OF EAGx.E ) s�.
The foreqoinq Settlement Stipulation wag acknowledged
before mo this day of , i988, by Otto
Stork.
Witnses my hand and ofticial ssal.
My commission exp�res: .
Notary Public
�
STATE OF NEW YORK )
COUNTY OF ) �ae
Th• tcregoinq Settlament 8tipulation waa ecknowlodqed
bRtora ma this day ot , 1988, by
Gaorqe T. Pruesin.
Witn�ss my han� and o!licial seal.
My commiesion expires: _
G�
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� Notary Public
.,.
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STATE �F NEW YORK j
COUNTY OF ) ss.
The loregoing Settlement Stipulation was acknowledged
before me this day of , 1988, by
� Richard T. Santulli..
Witnese my h�nd and cfPic�al. seal.
I
, My commiasion expires:
i
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� Notary Publia
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STATE OF COIARADO )
COUNTY OF ) s8.
Tha toregoing settle�ent Stipulat�on was acknow2edqed
bator4 me thie day o! ., 1988, by
a� of
Chryslsr First Businesa Cradit Corporation.
Witness my hand and oPticial seal.
My commission sxpires: .
Natary Public
_ �BPE$
The Poreqoing Settlement Stipulation is approvad t+nd
ontered as the order of tho court thio da�y at
, 1988.
� BY THE COIIRT:
� :
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� DISTRICT JUDGE
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by reason of ths claims aeserted by them aqainst Otto stark
in etate court a�tinn, Di�trict Court, Eagle County, Colorado
Caaa No. 86 CV 76 relat�nq to the tilinq o! said action
� against them. This release ia not intended to and doea not
rslaasa future portarmanaa of abliqetioria �at rorth in the
Agreamont or the Jlmended Easement.
6. Chrysler hareby consente to the amend�ent of the
an44�ont describe3 in the Agreement to that provided in this
Sattlem�nt stipulatian and ratitios said Amandad Easament.
7. The partios hava Authoriz�d and dirocted thair
counael to tile thi� Stipulation with tho court to be
approvad end entiored ee tho ordor ot tAa court. It ie
turth�r Aqrood tha� the cnurt nAy ontor an ordsr diamis�ing
thi� action with preiud�co nnd that th• Lis Pandons rocordod
by plaintit! be dis�isaed as prov�dsd in C.R.C.P. 105.
8. Each party agrees to axecute such additional
docunent� as may be rea�onably noco�sary or convaniant to
sffo�tuato the terms of thie Stipulation. Should Any party
fail to •xacuto auch document upon roquoat, tha Clork ot tha
Eag2e Caunty D3strict Court ia authoriz�d upon ex parte
application to axocuta �uch noceeaary or aonv.ni�nt docuaont
!or the lallinq or rafusing party. Stork a�nd Pruaain and
Santulli sha12 bo reaponsible to pey thair own co�sts and taes
incurred in this action.
FRE�RIC B. BUTLER, �4722
o �" Gi. � �-
� Courteel !or Pl a nt i f t
'- P.O. Box 960
.-
: Eagle, Colorado 81631
�
`" (303j 328-7178
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WENDELL B. POR�'ERFiELD, JR. , �5881
Attorney Por Prusain and S�ntulli
2005 Eaet 2oth Avenue
Denver, Coloradc 80205-5601
(303) 393-0973
ROBINSON & MALLON
EDWARD C. SEI.E�, #�1242a
I
� Attorneye for Chryeler
2202 Highway 74, Suite 31I
' Everqreen, CoZorado 8U439
(303) bi4-3351
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� by reason ot the claims asaerted by the� ayainst otto Stork
in Btate court dction, Dietrict Court, Eaql� County, Colerado
Cnae No. 86 CV 76 r�lating to tha lilinq o� said action
againat thom. Thie release is not intendad to and does not
rsloa�n Puturo p�rtor�ance af obliqationo ��� Yortn �n �he
Agraam�nt or the 1►�a�endad Easement.
6. Chryalar hereby ccnsenta to th� a�ondmont of t�4
�aa�m�nt d�scrlbod in ths Agreomont to �hak providod in thi�
Sottleaant stipulation and ratifioa said Am�nd�d Easom�nt.
7. TAe partiee have authorizod and directed their _
couaoel ta tfle thi� Stipu�ation with th• caurt to be
approvad and entered da Lhs ordar o! ths court. It i�s
lurthar aqreed �hat the court mAy enLer an order dismissir�g
thi� action with prejudice and that tt � Lis Pwnden� racordad
by plainti!! be df�aisr�d e►• provid�d in C.R.C.P. 145.
8. Each party aqrees to oxocuta ouch additional
docum�nt• as may b• roaaon�b�y nocA�UATY or aonveni�nt to
� •!loctunta tha t�t�as o! thir Stipulation. Should any party
fai], to sxocuto Quch document upon raqusst, th� Cl�rk o! th�
Eaglo County District Court ie authorizod upon •x pnrte
�+pplicatian to sxecute euch necsesary or conveni�nt do�wa�nt
tor tho lniling or re�sstnq perty. Stork and Prussia and
I5antulli ehall ba regponsible to pay their ot�m cost• and toes
incurrod in this action.
� FREDRZC 8. BLITLER, �47Z2
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� � : Counael !or P1AJ.nttlt
! P.O. Box 9b0
� Eegle, Colorndo 81631
� (30�) 328-�1�8
WENDELL 8. PORTERFIEL�, JR. , �588I
Attorney !or Prussin and S�r��u►1�1
ZoO� East 20th llvenuo
Denver, Coloradp 80205-560�
(303) 393-0933
ROBINSON i MALI.ON
� �DWARD C,� SELiS� N� 92 ,r
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� A�tarn y� for Chrysler
� 1202 Highway 74 ! Sut�te 3].1
Evergreen, Colarada 8C14�9
, (303) 674�3351
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G RCE . PRUSSIH
RI D T. 8�1NTtTLL�
.( �/S!c n-�C
. CHRYSLER FZRST BUSINESS CREDIT
COEtFORAT20N
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STATE OF COLORAAO )
COUNTY OF EAGLE ) es.
The toregoing Settlemsnt Stipularion was acknowledged
be�are mo this day o! , 1968, by Ottc
Stork.
Witness my hand and official seal.
My coatmie�sion expires: .
Notary Public
STATE OF NE YORK )
COUNTY OF } sa.
The foregoin Settlement 5tipu ation wa4 nckr:owledqed
I b�toro ma thia � day ot , 1988, by
Gsarq� T. Pru�sin.
Witnesst my hand and otticial al.
My commiseion expirea: .
� .. h'EVIN D�LO;�i �
�Y P��c.����e u�rlew Y�rk
`�` � No.a1-as�es27•�
;;, ��el+r�do�n a,bw►rr ca,nN �,) N Publ ic
� COf�M�sio�r�Cxpires,lerwary 31,16OSL.
�
STATE OF N YORK )
;;OUNTY GF � ) ss.
The foregoin Settle�aent Stipu tion waa acknowledqed
before me this � day ot , 1988, by
Richard T. Santu i.
WiCness �y hand and official ae a.
Hy commiseion expirea: �
� � N
KE1AN DIlLO
; ��yPuab.S�ats a Nrw`fb�k °
Na a��+e�ss�z N ai'y Publ c
, ��Nu�ary�31�190,�
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OTTO STORK '
GEORGE T. PROSSIN
RICH�IRD T. 311NTLiLLI
CHRYSI.E1t FYAST BUSINES$ CREDIT
CORPOR�ITYON
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STATE OF COLORADO }
COUNTY OF EAGI.E ) 8�.
The forego g Ssttlemen Stipulation was acknowledq�d
bafore mo this dAy of , 1988, by Otto
Stork.
Witness my hand and otficial aeal.
My co�amiasian expirea: ��(1�����
. . . � �l - � .
� . " Notary Public �
STATE OF NEW YORK )
COUNTY OF ) �s.
Tb• toregoinq settl�ment 3tipulatian was RcknoWlodqed
b�toro m4 thir dAy o! , 1988, by
G�orq� T. Pru�►sin.
Witn��s ny hand and o!licial o�al.
u� My conmission oxpirsa: .
i�3
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y� Notary Public
STATE OF NEW YORK )
COUNTY OF ? ss.
The foreqoing Settlement Stipulation was acknowledqed
before me this day of , 1988, by
Rfaherd �'. 8antulli.
Witneae �ay h�nd and otficia� seal.
My commiasion expires: .
Notary Public
- 7 -
OTTO STORK
GEORGE T. PRUSSZN
RICHARO T. 81lNTULLI
CNAYST.ER FIRST BUSINES3 CREDZT
. CORI�(� N �
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STATE OF COLORAD4 )
COtINTY OF ) 4s.
Th• lorogoin$ 8ottlomont stipulation was acknowlodged
b�tox� m� thi• '� day o! �,.�'1w� , 19fl6, by
�A�.�. �'. �1y1hQ�.ti.t'�,,L__ a� � v;�s f'�.a� ��.t ot
Chryolor Fir�t 8u�in��a Cr�dit �orporation.
Witnos� my hand ard otlicial asal. �. ' `. .
My cammission expires: .=1- �� -`/.�_- . • -_ ' ' ,
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NOtatt! PL1bl�C � '"'
4$QEB
Ths torsgoing Settlement Stipulat on is approvod und
ont�rqd a� tha ordor o! the �ourt thia � �dsy o!
�,,,�,M'�� , 19 6 8.
BY THE COURT:
: !NI WNI. L JONE�J
DISTRZCT JUDGE
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'tlint portiun of � parcal. oE lnnd dencrlbed 1n Bouk 188 et Pwtte 151 vf [he
Kn�lu Com�ty, Colocrdo, 41urk and Rucurd�r'� [�curd�� �rld peccul lying
viihlu Lots r,D end c, Block SA. Vu11 Ylltriga. F1ret Fill»g, uccurding to
U��s •up t1�eTuof rururJeJ iu ehu uffJcc uf the wagle Cuunty, Culorxdc�. Clark
..uJ Itucucd�c� deucribad au fullowa;
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bngi�uiing elao 6etng thr no►'chra�t curnec of satd I.ot a, thr.nce elung che
euyt�rly line of aald parcrl SOU°U9'OU"L� 54.:11 fea•c tu the aputhuxat curucr
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TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213 8
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT COMM BUILD PERMT Permit # B07-0360
Project# PRJ07-0234
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.......: RUCK SACK BUILDING DRYWALL INSTALLATION Applied .. . : 12/11/2007
Parcel No....: 210108244003 Issued . . . : O1/18/2008
Expires.....: 07/16/2008
OWNER ROSENQUIST, RICHARD N. - BROW12/11/2007
- SELBY, CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT HIGHLAND BUILDERS CORPORATI012/11/2007 Phone: (719) 499-9248
2598 Palmer Park Blvd.
Colorado Springs
CO 80909
License: 208-A
CONTRACTOR HIGHLAND BUILDERS CORPORATI012/11/2007 Phone : (719) 499-9248
2598 Palmer Park Blvd.
Colorado Springs
CO 80909
License: 208-A
Desciption:
INSTALLATION OF DRYWALL ONLY ON EXISTING WALLS AND CEILINGS
Occupancy: R2/B/M/A
Type Construction: VA
Valuation: $10,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0
•rss+sssr+asss****a*s�s***�*t»xrr»+*s*s*�***af****r**ts*t�*r*s*sxs�+ FEE S UMMARY **vr*sx*�****s*******s********+**sra*s*****+�s*as****�*s*s**
Building------> $181.25 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $3 03.06
Plan Check---> $11�.81 Recreation Fee--------------> $0.0 0 Additional Fees----------> $o.0 0
Investigation-> $o.o o TOTAL FEES-------------> $3 0 3.0 6 Total Permit Fee---------> $3 0 3.0 6
W i I I Cal I-----> $4.o o Payments-------------------> $3 0 3.0 6
BALANCE DUE---------> $o.o 0
***s****s**►*rt�*rts►rt*+t**�****a*****r*.s�r»*rs*ssss************a*******#s***s.s**�**+******+*+s***xst*sr*a*s*+****r*****s******+**#ss**ssrsax«*«
Approvals:
Item: 05100 BUILDING DEPARTMENT
12/12/2007 cgunion Action: AP
Item: 05400 PLANNING DEPARTMENT
12/11/2007 JS Action: AP INTERIOR DRYWALL
REPAIR AND REPLACEMENT ONLY
.........::...,::.,�.......+...**���......:,.,.......*...*.�..�...:*.��*........�....*...�s....*,+..:+.:,*...«+..+.::...*«�.......*..�.:.:.*......*
See the Conditions section of this Document for any conditions that may apply to this permit.
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: B07-0360 as of 01-18-2008 Status: ISSUED
********************************************************************************************************
Permit Type: ADD/ALT COMM BUILD PERMT Applied:. 12/11/2007
Applicant: HIGHLAND BUILDERS CORPORATION Issued: O1/18/2008
(719)499-9248 To Expire: 07/16/2008
Job Address: 288 BRIDGE ST VAIL
Location: RUCK SACK BUILDING DRYWALL INSTALLATION
Parcel No: 210108244003
Description:
INSTALLATION OF DRYWALL ONLY ON EXISTING WALLS AND CEILINGS
***********************************************Conditions:************************************************
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: CON0009651
ALL STAGING, MATERIAL STORAGE, ETC. MUST BE APPROVED BY
PUBLIC WORKS
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DECLARAfiIONS
� �
I hereby acknowledge that I have read this application, filled out in f�ull the in rm�#ion�equired, completed an accurate plot plan,
and state that all the information as required is correct. I agree�o coinply wit�the nforr�ation and plot plan,to comply with all
�
Town ordinances and state laws, and to build this structure accdrdin to the t wns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other�or�inances�f tl�e Town applicable thereto.
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REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS[1V,'�ADV�NCE BY TEL�PHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM•
4 PM. ' � � -�._.__.
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SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
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**+�**********+***+********************************************�**�**�********+*************
TOWN OF VAIL, COLORADO Statement
*********�*+***********************************�************++*�*********�******************
Statement Number: R080000071 Amount: $303 . 06 O1/18/200810:30 AM
Payment Method: Check Init: JS
Notation: 1155/HIGHLAND
BUILDERS
-----------------------------------------------------------------------------
Permit No: B07-0360 Type: ADD/ALT COMM BUILD PERMT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCK SACK BUILDING DRYWALL INSTALLATION
Total Fees: $303 .06
This Payment: $303 . 06 Total ALL Pmts: $303 . 06
Balance: $0. 00
**sr**�**********************************�**********�********************************�**�***
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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APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS�Iz`'�J�� r�2�
Project#: � �v / k
Building Permit#: -' IQ U
� t� � � 970-479-2149 {Inspections)
������,t � � _
75 S. Frontage Rd.
Vail, Colorado 81657
TOWN OF VAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, etc.!
CONTRACTOR INFORMATION
General Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s:
�
�t ' �2��0 ►�:�� 2 _ y�v�� r' �' - " ��4��"
Email address: � �� � �' Fax#: � ��� c�
Contractor Signature� �j
COMPLETE VALUATIO �FOR BUILDING PERMIT Labor& Materials
BUILDING: $ ; �G,��j � ELEC7FdICAL: $ OTHER: $
PLUMBING: $ MECF#ANICAL: $ TOTAL: $
For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com
Parcel# -
� � � �'�
Job Name: . Job Address:
J'� '� �v`� {(� „� J�<.F"
,
Legal Description Lot:C��r� Block:.�-�-dQ Filing: Subdivision:
�
Owners Name�--�f/� s ��_ Address: ���z�L� �� Phone:. � ��s?u'�
/"
Ar hitect/Designer: . Address: �1 Phone:
;� I' v°� � �✓�-�, �=("� 'G.3 Z
Engineer: Address: Phone:
Detailed description of work:
�
�r �� � �
Work Class: New( ) Addition ( ) --��i�e�el-F� epair(� Demo ( ) Other( )
Work Type: Interior(,� Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( )
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial(�' Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin
No/T e of Fire laces Pro osed: Ga A lianc , i�a�:o -- -: ..11�1o��/ReUet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( No O `�'' Does a Fire Spri�i er System Exist: Yes O No O
F.
*FOR OFFICE USE ONLY ;; �
� Date Received: �.
�
i Received By: 'w '�
F:\cdev\FORMS\Permits\Building\building�ermit_4-17-2007.DOC Page 1 of 7 04/17/2007
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BUILDING PERMIT APPLICATION CHECKLIST
COMMERCIAL TENANT FINISH/IMPROVEMENT
This checklist is to be used with any tenant finish/improvement permit application.
� Town of Vail Design Review Board approval must first be obtained for any exterior modifications proposed
� Plan Check Fee must be paid at the time of application for projects over$100,000 valuation (see attached
schedule)
�T ollowing information must be shown on all 4 sets of plans:
Construction plans stamped and signed by a Colorado State Licensed Architect.
C�Original building construction type per IBC chapter 6 ex. II-A, V-B
�' Tenant suite or tenant space number.
�r�/Tenant space location identification. Show location of the tenant space within the overall building.
C�' Floor plans with existing and proposed walls. Show all wall assembly construction and proposed interior
finishes with flamespread index. Proposed construction type must match existing building construction type.
Clearly show proposed use of each room or space on the plans.
►�� Reflected ceiling and finish plan. Type of materials must match the fire resistance/type of construction
requirements in the existing building. Show all interior ceiling finishes and flamespread index
�a Door schedule. All doors shall be clearly identified with fire rating, size, hardware and swing.
���� Means of egress plan. Show all occupant loads and number of exits from the tenant space
� Areas requiring two (2) exits: Exit doors shown to swing in the direction of exit travel, separation of exits
comply with code, illuminated exit signs are shown.
�964 Windows shall be labeled with size, operation, safety glass.
�k All areas and rooms of the tenant space are accessible per ANSI 117.1 requirements.
Accessible maneuvering clearances provided at all doors for accessibility per ANSI 117.1
Service counter-tops and built-in work stations provided with accessible areas per ANSI 117.1
� Bathroom facilities. All accessible/adaptable features, clearances and turning spaces provided per ANSI 117.1
requirements must be shown.
� Separate sex bathroom facilities provided if the number of occupants or employees exceeds (15).
� Toilet room floors/walls finish schedule.
❑ Floors have a smooth, hard, nonabsorbent surface such as concrete, ceramic tile or other approved
material, extending upward onto the walls at least 5".
❑ Walls within 2 feet of the front and sides of urinals and water closets must have a smooth, hard
nonabsorbent surFace to a height of 4 feet.
�b� Occupancy separations for walls/ceilings befinreen tenants clearly shown on the plans with fire resistive
construction details and listings specified.
�' Fire-stopping. Fire-stopping e ai bing, mechanical and electrical components in all fire
rated walls and ceilings.
�� Plumbing, Electrical and Me ' al Plans stamped by a olorado State Licensed Engineer
Mechanical HVAC plans, plumbing plans, 'cal plans/pan schedules/load calculations.
� Fire/smoke Dampers on mechanical plans at all du tions into fire resistive walls and ceilings.
� Fire sprinkler plans. Show all proposed work per V ' ire a ergency Services requirements
��. Fire alarm pla . Sh all proposed work per i Fire and Emerge y Services requirements
have read and un rstan the requirements of s checklist. If any requir information is missing from the
applic ' n, er nd e application w' ot be accepted.
App' ant' Signat e e _
F:\cdev\FORMS\Permits\Building\building�ermit_4-17-2007.DOC Page 3 of 7 04/17/2007
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BUILDING PERMIT APPLICATION CHECKLIST
,
` SINGLE FAMILY/DUPLEX CHECKLIST
This checklist is to be used with any single family/duplex permit (new construct� , addition, or remodel application.)
►� Town of Vail Des,ign Review Board approval must first be obtained y not apply to interior remodels)
. ��,�- Plan Check Fee must be paid at the time of application for projects er $100,000 valuation (see attached
schedule)
The following information must be shown on all 4 sets of plans:
Architectural Plans
�f� Site Plans. Provide all site plan information as requir for the Design Review Application for your project.
Refer to the DRB application checklist for complete tails.
��onstruction staging plans. Provide constructio staging and materials storage site plans.
I� Floor plans. Complete floor plans provided for ach level. Complete dimensions, drawing scale noted, use of
each room shown on the plans. Location of m chanical equipment clearly shown
: �- Building Elevations N,W,S,E elevations. S ow all proposed exterior finish materials, guardrails, windows,
doors, and finish grades.
� Window sizes and operation types. S cified on the floor plans or elevations.
❑ Stairways, guards, and handrails Sh all stairway details with rise/run, handrail and guard details
' ❑ Roof plan. Show all roof covering terials (Class A covering required) and underlayment, roof pitch
❑ Building cross sections. Show r f, wall, floor construction assemblies and insulation R values. Show roof
and crawl space ventilation. Sho ceiling heights in rooms and crawl spaces.
❑ Rescheck compliance certifi te and inspection checklist(new construction and additions only).
Provide a complete signed c pliance certificate and inspection checklist. Verify all exterior building is detailed
on the building plans as re ired on the Rescheck compliance report. (www.energycodes.gov)
❑ Fireplaces. All fireplace pes shown on the floor plans. Specify gas log set, or gas appliance at each fireplace. .
' Structural Plans
'' ❑ Soils Report. Inclu 2 copies of the soils report for your lot.
❑ All sheets of the ructural plans stamped and signed by a Colorado State Licensed Engineer.
❑ Design specific ions sheet. Roof live load, Deck live load, Floor live load, Wind Speed/Exposure, Soils report
number and s ' bearing capacity referenced per the soils report.
❑ Foundation lan. Provide a complete foundation plan with all footing/foundation section details
❑ Framing ans. Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses
clearly s own. Include framing construction details and connection schedules.
Other item
❑ Asbestos form completed. Asbestos test and report provided if any existing construction is proposed to be
disturbed. See Town of Vail asbestos testing requirement form.
❑ Plan check fees. Plan check fees must be paid with your application. The building permit and recreation fees
will be paid upon issuance of a building permit.
1 have read and understand the requirements of this checklist. If any required information is missing from the
application, I understand the application will not be accepted. � '
Applicant's Signature Date
F:\cdev\FORMS\Permits\Building\building�ermit_4-17-2007.DOC Page 2 of 7 04/17/2007
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
; 970-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT Permit #: A08-0097�ZS 01 ' � �3�I
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.....: RUCKSACK BUILDING Applied . . : 10/29/2008
Parcel No...: 210108244003 Issued . . . 11/14/2008
Project No : Expires . .: OS/13/2009
OWNER ROSENQUIST,RICHARD N. - BROW 10/29/2008
- SELBY, CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT ALARMSPECIALISTS, INC 10/29/2008 Phone: (303) 986-5900
9457 S. UNIVERSITY BLVD, #514
HIGHLANDS RANCH
CO 80126
License: 693-5
CONTRACTOR ALARMSPECIALISTS, INC 10/29/2008 Phone: (303) 986-5900
9457 S. UNIVERSITY BLVD, #514
HIGHLANDS RANCH
CO 80126
License: 693-5
Desciption: INSTALL NEW FIRE ALARM SYSTEM
Valuation: $25,000.00
###*#i�F##f#f#4#►#+ki�R�YRt*####t*i14###t###*�#+F###/##**######}}##►###►# FEE SUMMARY '"*�*s**s*�s:**+***�**s**s**s**s*s**rssr****t****s+*as*s**sss
Electrical---------> $o.o o Total Calculated Fees--> $1,16 9.5 0
DRB Fee--------> $o.0 o Additional Fees----------> $o.o 0
Investigation----> $o.o o Total Permit Fee-------->
$1,169.50
W ill Call---------> $0.0 0 Payments------------------> $1,16 9.5 0
TOTAL FEES--> $1,169.50 BALANCE DUE--------> $0.00
*##}#i#######**t##iit#►**#**►#�Rf�kR#####ii###�F#i#t#►#A###i##*ti####**►t}######*/#*######*t�l##***i##t#*tR*#*t+ki#####t�Ft*##*M*M*###t#*#�#�##►#t##i#3
Approvals:
Item: 05600 FIRE DEPARTMENT
� 11/13/2008 mvaughan Action: AP
i#f##4##t##tt*#*rti�F4f#tt#####*��F######t###9#######4t*#�#�#M######*###t##i#########t##**#t##4#4*##t**####if#F##►t*###i�##4##t##R#t#�######�F#t+kt##
CONDITIONS OF APPROVAL
#i####4####**M*##�F##f#�#t##*#t##t4*####*#}i##*f#t*t#i**#f#t*#######t**t#f##�t*i##tt*M#############}#####i##1*#*#f##t#######*#*i**#�F####f►#####*##
� DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved,International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252 FROM 8:00 AM-5 PM.
/�,�i� �� o�r/ �'�v/r/
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
�**r*****«**��*��*****�******************************�:*********+�*****�**********�*******��
TOWN OF VAIL, COLORADO Statement
*****�******��*****��*****r*****+*�********�**********+****************+�*******���******s**
Statement Number: R080002187 Amount: $1, 169.50 il/14/200812 :26 PM
Payment Method: Check Init: LC
Notation: #3252/ALARM
SPECIALISTS
-----------------------------------------------------------------------------
Permit No: A08-0097 Type: ALARM PERMIT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $1, 169.50
This Payment: $1,169.50 Total ALL Pmts: $1,169.50
Balance: $0.00
*******��**s*�************s�*�********************�*****r**��******************�************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 FIRE ALARM PERMIT FEES 937.50
PF 00100003112300 PLAN CHECK FEES 232 .00
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FIRE ALARM PERMIT
Commercial & Residen#ial Fire Alarm shop drawings are required at the time of
application submittal and must include information listed on the 2"d page of this
form. Application will not be accepted without this information.
€
Project/Street Address ��KS�C/r �"���;v�S ,/�
200 /,jr: L° J" G,�'/ �� ��6.5 � Project#:_ �V�� (� �'� �
Contractor Information: Building Permit#:_ �jL�� '(�(� �-Z.
Company:_ /7�0�!'M�/�G�a,�;s� Zn/e Alarm Permit#:_��j"��
,
Company Address:���5� S (/�'��'✓e/'S%t f b�1/�f�$/y
CitY: �7�-,�'��i�G�s /QahG/� State: CO p �etailed Description of Work: ;
Zip:_ 6��� �
ContactName:�/'�'y l.�✓���5 _-�15�����lg �I�' �}K�/'r+� S� St�r1
,
Contact Ph:�D� 9�6,S9G� CeIL•
E-Mail __�WP��S G2.�G!'/� eC
� Q� (use additional sheet if necessary)
Town of Vail Contractor Registration No.: �Qq�j — s �
^ �'�/ - - Value of Fire Alarm: $ i+7��
Contractor Signature(required) (Labor$Materials)
Property Information Work Class:
Parcel#: New(�ddition( ) Remodel( ),Retro-Fit( )
Repair( ) Other( ) �
,
Legal Description: Lot#: Blodc#: Work Type:
Subdivision: Interior( ) Exterior
( ) Both(.�
Building/Complex Name:��c.+G�f��..�� Type of Building:
Owner Name: Single-Family O Duplex O Multi-Family O
(For parcel#,contact Eagle County Assessors Office at 970.328-8640 or visit CommerCial(,�estaurdnt( ) Othe�( )
www.eaglecouty.us/patie)
Does a Fire Alarm Exist? Yes O No �} � �G � �i ('�1 (�
�� Date Received: E I )!
Does a Sprinkler System Exist? Yes O No(;�
!U�
. ± OCT 2 7 2008
! .; f �
,.W�O�'1/t� ��' VAiL
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
; 75 S. FRONTAGE ROAD
VAIL,CO 81657
970-479-213 8
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ASBESTOS Permit #: ASB07-0022
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.......: RUCK SACK BUILDING Applied . . : 08/07/2007
Parcel No....: 210108244003 Issued . . . : 08/09/2007
Legal Description: �'Z361 -6 2 c�`i Expires . . .: 02/OS/2008
Project No . : ??
OWNER ROSENQUIST,RICHARD N. - BROW08/07/2007
- SELBY, CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT PROFESSIONAL ENVIRONMENTAL S08/07/2007 Phone: 303-356-9598
19537 40TH STREET
DENVER
CO 80249
License: 767-5
CONTRACTOR PROFESSIONAL ENVIRONMENTAL S08/07/2007 Phone: 303-356-9598
19537 40TH STREET
DENVER
CO 80249
License: 767-5
Desciption:
REMOVAL OF POPCORN CEILING FOR THE RUCK SACK REMODEL
Occupancy:
Type Construction:
Type Occupancy: ??
Valuation: $8,750.00 Add Sq Ft: 0
Fireplace Information:Resuicted: #of Gas Appliances: 0 #of Gas Logs: 0
#of Wood Pellet: 0
a�*ss***s*s*s***sa*�*******s**s***�s+s��s*t+*s►s�►*�*�*s+�ss4�s�r*s** FEE S UMMARY ****s*t****ssfs�**s*s�*+s**+sss�*a*a*:*a**s*�*ssrs*sf+ssss�s
Building---> $58.00 Total Calculated Fees--> $116.o0
Plan Check—> $5 8.o o Additional Fees-------> $o.0 0
Investigation-> $o.o o Total Pertnit Fee--------> $i 16.0 0
Payments----------------> $116.0 0
TOTALFEES----------> $116.00 BALANCEDUE---------> $0.00
**ss►***s**+s*s**f�isss****asa�a�+���:s+s*s*sas�fi*►ss*a*a*a*+s+ss+*+�s�*ss**s*►*s+s*s�+*a*►a*�*s*ss*+a*s****s�*****r*rs*ss*�*s�s++sasss*arsss*ss►
Approvals:
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
08/09/2007 DRhoades Action: AP Approved as
noted:
1. At least one handheld fire extinguisher must be
located outside the work area (in addition to the two
shown inside the work area) .
2 . Deleveries to and from the jobsite must be coordinated
through Check Point Charlie and comply with all Town of
Vail Loading and Delivery rules. Mike Dowling was advised
of these rules.
......*�....:.....:.:�.�.....:.:.*�*�:*.:�.....�:�.*:�:..�..:+.�...*......�.*.*:..:.....*..::.�.*.:...*...:�..*:*�..�...+........:.:::..*..:.�..:
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information reyuired, 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 Residentail Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHAI,L BE MADE FORTY-E[GHT HOURS IN ADVANCE BY TELEP E AT 970-479-2135 OR 970-479-2252
SIGNA URE OF O OR CONT CTOR FOR HIMSELF AND OWNER
�
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit#: ASB07-0022 as of 08-09-2007 Status: ISSUED
********************************************************************************************************
Permit Type: ASBESTOS Applied: 08/07/2007
Applicant: PROFESSIONAL ENVIRONMENTAL SERVICES, LLC Issued:
08/09/2007
303-356-9598 To Expire: 02/OS/2008
Job Address: 288 BRIDGE ST VAIL
Location: RUCK SACK BUILDING
Parcel No: 210108244003
Description:
REMOVAL OF POPCORN CEILING FOR THE RUCK SACK REMODEL
Conditions:
Cond: 3 8
(BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.
AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE
FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK
OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479-2250.
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.
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ASBESTOS TESTING REQUIREMENTS
THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS
TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED.
AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT
APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR
REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER
OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT.
A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION
• I have included the asbestos test and report with my building permit application
applicant signature date
OR
• I certify my project will not di ore than 160 s.f. of building material. The construction
plans submitted with m plication ' formation. (This will be verified during plan
review, and will dela ro�ect if found to be i curate)
�� �
app cant signature date
OR
• The building was constructed after October 12, 1988. The date of construction was
original construction date
applicant signature date
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06-30-2008 Inspection Request Reporting Page 5
4:14 pm Vail, GO - Citv_Qf
Requested Inspect Date: Tuesday,July 01, 2008
Inspection Area: CG
Site Address: 288 BRIDGE ST VAIL
RUCKSACK BUILDING DRYWALL INSTALLATION
A/P/D Information
Activity: 607-0360 Type: A-COMM Sub Type: ACOM Status: ISSUED
Const Type: OccupancY: Use: VA Insp Area: CG
Owner: ROSENQUIST,RICHARD N. - BROWN,
JEFFREY
Contractor: HIGHLAND BUILDERS CORPORATION Phone: (719)499-9248
Description: INSTALLATION OF DRYWALL ONLY ON EXISTING WALLS AND CEILINGS
Requested Inspection(sl /� �����Q�
l/
Item: 90 BLDG-Final Requested Time: 08:00 AM
Requestor: HIGHLAND BUILDERS CORPORATION Phone: (719)499-9248 -or- (970)
�+76-4458
Comments: JR knows ab is-to final it
Assigned To: GDENCKLA � Entered By: DGOLDEN K
Action: Time Exp:
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Item: 50 BLDG-Insulation
Item: 60 BLDG-Sheetrock Nail
� Item: 90 BLDG-Final
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; REPT131 Run Id: 8082
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*********�*�r*************************�*****************************************************
TOWN OF VAIL, COLORADO Statement
**********�**.*******r*******:************************�*s****+«*�**��*****��*******�****�**�
Statement Number: R070001481 Amount: $116.00 08/09/200704:44 PM
Payment Method: Check Init: DDG
Notation: �7 Cemark
Inc. �(`{�y
-----------------------------------------------------------------------------
Permit No: ASB07-0022 Type: ASBESTOS
ParCel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCK SACK BUILDING
Total Fees: $116.00
This Payment: $116.00 Total ALL Pmts: $116.00
Balance: $0.00
************�*****************************************************�************************s
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 58.00
PF 00100003112300 PLAN CHECK FEES 58.00
-----------------------------------------------------------------------------
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APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR U �. ���
^ Project#:
(3��' `�r� ��I�,,j Building Per it#: ,
� �����' Asbestos Permit#: • Z�
d
��OFy� TOWN OF VAIL ASBESTOS ABATEMENT PERMIT APPLICATION
Required per Ordinance No. 19, Series of 1998
75 S. Frontage Rd. Permit application will not be accepted without the following:
Vail, Colorado 81657 1. Copies of Generai Abatement Certificate and State of Colorado Certification
2. A copy of written arrangements with the facility operators for any temporary disabiing of the
air handling systems, fire sprinkler system, and alarm systems with the names and contact
phone numbers of these individuals.
� / � 3. Site plan with details addressing: waste container storage location. waste load out area
j J�� location. entry and exiting details of abatement area. details of entry and exiting plans for the
occupants of the structure in unaffected areas.
CONTRACTOR INFORMATION
On Site Abatement Contractor: E����� Town of Vail Reg. No.: Contact and Phone #'s:
�o�n EN v. . (3 el �'l�Oi=�n� ��o �7 S N'1;ke, t�o Uc.t �r� y7 I-S"q 21
E-Mail Address: N��/t� �W(� L�-tur {�,l• Ke.t'
Contractor Signature: � •
COMPLETE VALUATION FOR ASBESTOS ABATEMENT PERMIT (Labor & Materials)
Asbestos Abatement: $ $�7 S v , �
Contact Ea /e Coun .�4s.sessors Office at 970 328-8640 or visit www,ea le-coun .com fo�Parce/#
Par'Get�# �/p j-a�Z- �f/- od Z. -" Sa�e. �'�=�C�-�-�
11�c�lk�4�.E.�t CwN st �-r� 2�57 � r-i d � STQEeT
]ob Name: Job Address: S
�2�'�w o E L �jQ�l�- C.•�.o
Legal Description Lot: Block: $� Filing: (�.i,�11z�� 1�I�" Subdivision: �
Owners Name: �� �� Address:�� ���� �. Phone: ,,�p_�,� .-��S �
Project Manager: Address: Phone:
Project Designer: Address: ( Phone: �
L
AirMonitoringSpecialist: .�o�+� T�u Address: Qou�7°I 1„Ih«„�'r�d �Yoa"�f Phone: ��3 ySY dZ� Y
Detailed description of work:
��. �.� Po ��,-� �.<<< �
Start Date: q �� End Date: �� 2no� Start Time: ;�.,, ,a� Quit Time: 5,e„ P ,..�
Amount of Asbestos: Linear Feet: , Square Feet: g�0 55/Gal Drums:
Work Class: New( ) Addition ( ) Remodel (�j Repair( ) Demo ( ) Other( )
Work Type: Interior(�J Exterior( ) Both ( )
T of Bld .: Sin le-famil Taivo-famil M ti- ' I u
Does a Fire Alarm Exist: Yes O No(� S fe - y � . No(-�--
**t�t******�**************�*�***�t�c**�**� �`r � * � * * �* �t
FOR OFF �Q�.�� � � �**� � �—��
�
�V�i[i�! �Y$���� �'.^�� t. �.���� ��a �'.r _- `�'��" - . /'., ',j(C"� �
;Pttbli�l�Va' �i�rtiiit�e+�`:��:�` aAci:e' °:B � _ '�•
s.::: x, v.<�.; ,�_�.�,,� ;�� �, , � . � ��.� �
�
.Ocxv n :,�Grou ,� ,�. ��� n,� �� � �
�
TOWN OF VAIL �
F:\cdev\FORMS\PERMIT'S\Fre\asbestos�erm_12-5-05.DOC Page 1 of 1 12/05/2005
�
�-, Calorado �nvironm�n��! Sp�ci�lists
bba Professional Envimanmental Se�viccs L�C
Vai1970-949-9911
�,�ozporate Offiice 614 Found�rs Avenue,Eagl�, Colora+do
P.�. Box 5110,Ea.gle, �oiora.dv 8�631
Phoz�e{970) 328-373Q Fax(970)328-3731
Mike l�owling: (970)�7I-5921 Ce1�1
Augusx 22,20�� �
Highland Buil�� ::rs Corporation
Attz�:Matk I�,� r,;t�be�k
F.O.Bo�d3�4`_�
Vax�, Coloradcr ���558
Re: Asbe�tos �( ;lea�ance at 2$$Bridge Str���,�ail Color�c�o
Deax Mark,
�'his is to con,�:� :�n that th�asbestos aba�em+�nt proj�ect�t 288 �ridge S�et, V�.il COlbr��
has been con�� �leted successfu�ly w�ith all vf, asbcstos c�vmtaining materiai removed.
�� C�e��raace sazx,q I,ing was per�'ormed �y ��'oairca Inc. azxd cl�ara�ce was giv�n and report
�_ is attack�ed.
Sincer�ay„
�� ��. �
1V�i.ke Dowlin�,; �
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NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
. : �
�oAaro�v�, �
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 �l ����
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 1_U ��C}
ELECTRICAL PERMIT Permit #: E08-0104 �� �� 2
ACOM Project #: PRJ07-0234
Job Address: 288 BRIDGE ST VAIL Status. . . : ISSUED
Location.....: RUCKSACK BUILDING Applied . . : 05/21/2008
Parcel No...: 210108244003 Issued . . : 05/23/2008
Expires . .: 11/19/2008
OWNER ROSENQUIST,RICHARD N.-BROW 05/21/2008
-SELBY, CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT BIG BEAR ELECTRIC, INC. 05/21/2008 Phone:970-390-9221
P.O. BOX 474
LEADVILLE
CO 80461
License:291-E
CONTRACTOR BIG BEAR ELECTRIC, INC. 05/21/2008 Phone: 970-390-9221
P.O. BOX 474
LEADVILLE
CO 80461
License:291-E
Desciption: RUCKSACK REMODEL:TEMPORARY POWER
Valuation: $850.00 Square feet: 0
..*.........,,.«.,,«.,.*.,....,..,..,..,...,.....,�......*.*...,..........* FEE SUMMARY .......«««««.*....*.......,,*..*.....«.....,,�,.,�......*..«.«...............
Electrical Permit Fee---------> $57.50 Total Calculated Fees--> $61.50
Investigation Fee--------------> $0.00 Additional Fees----------> $0.00
Will Call Fee--------------------> $4.00
Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $61.50
Total Calculated Fees-------> $61.50 Payments-----------------> $61.50
BALANCE DUE----------> a0.00
.»...........�..,«...«........,...,..#.*..,.................*,...*.....*....,....,.,..,.,...*...........,.,.....*.*..«........,...*,..................,.........,..«..,.*...
APPROVALS
Item:06000 ELECTRICAL DEPARTMENT
05/22/2008 SHAHN Action:AP SUBJECT TO FIELD INSPECTIONS
Item: 05600 FIRE DEPARTMENT
•r,tw*rwwwrwiw:w**,twwrwrrtrww*fwww�wwwww*wtrawa*fr*fr,trf*,r,r*a,twwwwwww*wtw,rr�,tw+rrr*r*wwww*rwwwwwwrwwsrwfnt+,t�.trwrwfwwwww�wwww�w,t,�t�wwwrt*f+*w+*wwww*w*fwww,rw�►ws.�wwwwwwwt
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.
REQUEST OR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE F O 8:0 AM-4 P
S^�2�— �
i ure of Owner r Contractor Date
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TOWN OF VAIL, COLORADO Statement
«********�***********************�************+**********��+***********�*********++*********
Statement Number: R080000789 Amount: $61.50 05/23/200811:11 AM
Payment Method: Check Init: SAB
Notation: 6165 BIG BEAR
ELECTRIC
-----------------------------------------------------------------------------
Permit No: E08-0104 Type: ELECTRICAL PERMIT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $61.50
This Payment: $61.50 Total ALL Pmts: $61.50
Balance: $0.00
***********�*��******��***********************+***********************************+********s
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 57.50
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
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�� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED �
Project #: Q2� 0� G 2z,�1-
Building Permit #: G� ���C/� Z
i� Electricat Permit #: �.o� - alGy-
'����''�� ' 970-479-2149 (Inspections)
75 S.Frontage Rd.
Vail,Colorado 81657
TOWN OF VAIL ELECTRICAL PERMIT APPLICATION
CONTRACTOR INFORMATION
Electrical ntractor• Town of Vail Reg. No.: Contact Person and Phone #'s:
/`7i ��� 7J o�l�' �` �r: . �s��'�,,/��'r,�,. ��r ��� S'�21
E-Ma I Address: �j Q ,, �, �, Fax#: �i j�)y . �Z,y�
Contractor Signature: ,r _
.
_ �:C r f, e j ti�
COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials)
AMOUNT OF SQ Ff IN STRUCTURE: ELECTRICAL VALUATION: $ ��j
Contact Ea /e Coun Assessors O�c1e at 970-328-8640 0�visit www,ea le-coun ,com fo�Pance/#
Parcel # /v /v c� �/y�.��3
]ob Name: � � L Job Address:��� ,
rr �� .�c�c,c. ��,�_�c,� s -
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: �,� � �J, �, Address: � s � S� Phone:
Engineer: Address: Phone:
Detailed description o�work:
�
�� J ,,� �^ /-_ _
�"'� �` � /C.-d'�') YGl/ C��S� (,�°�'
Work Class: New( ) Addition ( ) Remodel ( ) Repair ( ) Temp Power Other( )
Work Type: Interior( ) Exterior( Both ( ) Does an EHU exist at this location: Yes ( ) No( )
Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: 2 No. of Accommodation Units in this building:
Is this ermit for a hot tub: Yes No
Does a Fire Alarm Exist: Yes( No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No( )
*�t***,�****�*��r****�**�**********�,�*��**FOR OFFICE USE ONLY**��*�r***����r*��r�r***�r�r*��r*****�*****�
O�fier Feesc �; Date Received: ��' ��ry
DRB Fees: Acce ted B :
Planner Si n-off:
�
F:\cdev\FORMS\PERMIT'S\Building\electical�ermi�li-23-2005.DOC Page 1 of 2 li/23/2005
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Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series of 2005
❑ Overhead services are not allowed in the Town of Vail.
❑ Underground services sha//be in conduit (PVC) from the uti/ity transformer to the electric meter, main
disconnect switch, and to the first electrical distribution circui` breaker panel.
❑ The main disconnect switch shall be readi/yaccessib/e,andallocated next to the meter on the exterior wall of
the structure. All underground conduits are required to be inspected before back-filling the trench.
❑ In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
walls and spaces are exempt.
❑ NM Cable (Romex) can be used on/y in sing/e and mu/ti-fami/y dwel/ings net exceeding 3 sto�ies
Type NM cannot be used in any bui/ding mixed with Type A,B,E,F,H,I,M&�occupancies
❑ A/uminum conductorssmaller than size #8 are not permitted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELIN�S
❑ All installations of exterior hot tubs or spa's require a DRB approval from planning.This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
❑ If this permit is for installation of an exterior hot tub or spa on a new elevated platForm or deck over
30" above grade, you must also obtain a building permit.
o If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and verify that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.
❑ If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is required.
o If this permit is for a commercial space, two (2) sets of stamped drawings are required. E/ect�ica/
one-/ine and pane/schedu/es a�e�equired if/oad is added a�dist�ibution is a/tered.
I have, ad and understand the above.
� � /:' r` o
t� ,� �� -� / G�'
Signature Date Signed
If you have any questions regarding the above information or have additional questions,
please contact the Town of Vail Electrical Inspector at 970-479-21�7. The inspector can be
reached on Monday thru Friday mornings between the hours of 8am and 9am. You may also
leave a voice mai� and the inspector will call you back.
F:\cdev\FORMS\PERMITS\Building\electical�ermit_i1-23-2005.DOC Page 2 of 2 11/23/2005
NOTE; TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES
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Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT Permit #: E08-0255 ?A� �o���
ACOM Project #: PRJ07-0234
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.....: RUCKSACK BUILDING,ALL UNITS Applied . . : 10/21/2008
Parcel No...: 210108244003 Issued. . . 10/21/2008
Expires . .: 04/19/2009
OWNER ROSENQUIST,RICHARD N.-BROW 10/21/2008
-SELBY,CHARLES
385 CLAYTON ST
DENVER
CO 8Q206-4228
APPLICANT BIG BEAR ELECTRIC, INC. 10/21/2008 Phone:970-390-9221
P. O. BOX 474
LEADVILLE
CO 80461
License:291-E
CONTRACTOR BIG BEAR ELECTRIC, INC. 10/21/2008 Phone:970-390-9221
P.O. BOX 474
LEADVILLE
CO 80461
License:291-E
Desciption: INSTALL 800 AMP SERVICE, LIGHTING, OUTLETS AND BREAKER
PANELS FOR ALL UNITS
Valuation: $25,000.00 Square feet: 0
i
� ,.t..,....,...«..*.,««.,..««..*.......,.....*.*..,..*.,*,.*.«*.«�,..*.«««*«*« FEE SUMMARY .,......�....,.«.*«.,..*.,*..,*..*.........*..*....,,.*.....,.....�.,.....*.,..,.*
� Electrical Permit Fee---------> $546.25 Total Calculated Fees--> $550.25
Investigation Fee--------------> $0.00 Additional Fees----------> $0.00
iWill Call Fee--------------------> $4.00
� Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $550.25 '
i Total Calculated Fees-------> $550.25 Payments-----------------> $550.25
; BALANCE DUE----------> $0.00 '
*.,...*«.�.....«...,**,..****..««***.,......*.....«�....�,...*.,�..,....«.,......,.««,.**..,..,.,.*.,**...****«*.*.....*.*.*...*.......,.,,................«�.,...,.*..*.*.*..,..
Ij APPROVALS
i Item: 06000 ELECTRICAL DEPARTMENT
10/21/2008 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.
REQUEST FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE F 8:0 AM-4 PM.
���2(—��
i ure of Owner or Contractor Date
�� elec_prm_041908 ,
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�****r***��************************�+***********+���****************************************
TOWN OF VAIL, COLORADO Statement
***�********�***********r*�************�**+�*************+++********r***+*************+*�***
Statement Number: R080001991 Amount: $550.25 10/21/200811:02 AM
Payment Method: Check Init: JLE
Notation: 6386 BIG BEAR
ELECTRIC
-----------------------------------------------------------------------------
Permit No: E08-0255 Type: ELECTRICAL PERMIT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING, ALL UNITS
Total Fees: $550.25
This Payment: $550.25 Total ALL Pmts: $550.25
Balance: $0.00
� *****************************+***********s*****�+�********************************�********s
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 546.25
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
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, Development Review Coordinator
' ' 75 South Frontage Road
:{----�._,� Vaii CO 81657
� , ; � .F.. Phone: 970-479-2128
� �.
, �� ��� ��� _ � ' � Fax: 970-479-2�172 ��
� ,
� z a� Inspections: 970-479-2149
�������_� �
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ELECTRICAL PERMIT APPLICATION
Project Address � ����� '
� ; � Project#:
a� g�►�� s� . _ .
Building Permit#:�i„�— /��
, Contractor Informat�on /�
' Electrical Permit#: �� " U �
Company: � ` '
' Detailed Description of Work: j �7i�' '
' Company Address: � '
City:� ,�� State: Zip:_��,yf� ��v�i '
Contact Name: �� � �� �'�
Contact Ph: ,� CeIL������v�JcZ�/
E-Mail:�i i� 1�SP�F k� ���.wC.,/1�� cI'
(Use addition heet if necessary)
! Town of ail Contractor Registrati n No: ��l f—� COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND ;
' X VALUATION OF WORK(Labor&Material) '
Cont actor Si nature (re ired) Amount of SQ Ft
..,. _ _ _ Electrical$
Property Information ;
Parcel#: a/0'� G�''' �y�j�� Work Class ._ . _ _ _. „
Legal Description: Lot# Blk# ' New( ) Addition ( ) Remodel � Repair( ) Other( )
i•
' Subdivision: ' Building Type:
' Job Name: V .S !� 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 ,
I www.eaglecounty.us/patie) '
Architect( ) Designer( ) Engineer� � ^ � r, � �
Name:��C.��</�(�e � D � �
Phone: ��j �'=�S]-i/
' FaX: �'�'T � 1 7�i�R
E-Mail:
_ __ _ __ _ TOWN �� �s�f�
� "'r'J' l->- � • C�
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09-14-2009 Inspection Request eporting Page 12
4:32 pm V�, CO=Citv pf
Requested Inspect Date: Tuesday,September 15, 2009
Inspection Area: SH
Site Address: 288 BRIDGE ST VAIL
RUCKSACK BUILDING,ALL UNITS
A/P/D Information
Activity: E08-0255 Type: B-ELEC Sub Type: ACOM Status: ISSUED
Const Type: Occupancy: Use: Insp Area: SH
Owner: ROSENQUIST,RICHARD N. - BROWN,
JEFFREY
Contractor: BIG BEAR ELECTRIC, INC. Phone: 970-390-9221
Description: INSTALL 800 AMP SERVICE, LIGHTING, OUTLETS AND BREAKER PANELS FOR ALL UNITS
Requested Inspection(s)
Item: 190 ELEC-Final Requested Time: 08:00 AM
Requestor: BIG BEAR ELECTRIC, INC. Phone: 970-390-9221
Comments: WC 3909221
Assigned To: MDENNEY Entered By: CGUNION K
Action: Time Exp:
�a-s 5
���- c�.,..�,c�.�--
�t,� o
9�
Inspection History
Item: 110 ELEC-Service *"Approved*"
11/07/08 Inspector: shahn Action: PA PARTIAL APPROVAL
Comment: METER FOR JOES DELI
12/09/08 Ins ector: shahn Action: PA PARTIAL APPROVAL
Comment: M�ERS FOR RESIDENCE 1 &2.
01/22/09 Inspector: MDENNEY Action: AP APPROVED
Comment: 150 AMP METER RELEASE FOR UNIT C2.
02/18/09 Insp ector: MDENNEY Action: AP APPROVED
Comment: 200 AMP METER FOR RITZ OFFICE-RES3
Item: 120 ELEC-Rough ""Approved**
11/19/08 Inspector: shahn Action: PA PARTIAL APPROVAL
Comment: CEILING FOR RETAIL SPACES 2&3 OK
PROVIDE ACCESS TO THE ABOVE CEILING J-BOXES.
Item: 130 ELEC-Conduit
Item: 140 ELEC-Misc.
12/18/08 Inspector: shahn Action: NO NOTIFIED
Comment: NEED DISC FOR DWH
BOILER NOT READY
Item: 190 ELEC-Final
REPT131 Run Id: 10271
TOWN OF VAIL FIRE DEPARTMENT VAIL FIIZE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213 5
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT Permit #: F08-0013
���OZ-o2 ���
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.....: RUCKSACK BUILDING Applied . . : 03/28/2008
Parcel No...: 210108244003 Issued . . . 12/10/2008
Project No : Expires . .:
OWNER ROSENQUIST,RICHARD N. - BROW 03/28/2008
- SELBY, CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT BAILEY & PETERSON 03/28/2008 Phone: 970-476-0092
108 S. FRONTAGE RD
STE 208
VAIL
CO 81657
License: C000002169
CONTRACTOR WESTERN STATES FIRE PROTECTI 03/28/2008 Phone: 303-792-0022
7026 SOUTH TUCSON WAY
ENGLEWOOD
CO 80112
License: 338-5
Desciption: RUCKSACK REMODEL
Valuation: $53,700.00
a�sss*sas��*s***�r*t*sa**r**s*s+**st***a****s**�*st�**t***r****�a**s FEE S UMMARY **'"***s��*s******a*ws*ss*�*+*s*******t**a*+*s+ss*�s***+***+►
Mechanical---> $0.0 o Restuarant Plan Review--> $o.0 0 Total Calculated Fees--->
$2,632.25
Plan Check---> $350.00 DRB Fee-------------------> $0.oo Additional Fees----------->
$o.00
[nvestigation-> $0.o o TOTAL FEES--------------> $2,6 3 2.2 5 Total Permit Fee----------> $2,6 3 2.2 5
W ill Call----> $0.0 0 Payments-------------------> $2,6 3 2.2 5
BALANCE DUE---------> $0.00
###t###�t#i###ti###R#####4###*##i#t####t#t#######t#*#�###}*##t##tRt#*#4R##*#*t#*#####*###*####t�**##�f#+k###*#�F#�##*#st#*4##*i##i###+F#f#t###t#t#ts
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
04/17/2008 JJR Action: DN Denied plans received 04/07/08 .
Plans are not stamped.
06/02/2008 JJR Action: AP
11/18/2008 mvaughan Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
::..:�*:.�.:..:.......::***.....�....*........:.:..+........+�*...*.*..:.�.*.*..:...++#.......**.:.��.**....+..+........:..:.:::**..:...+*.......
DECLARATIONS
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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 conect. I agree to comply with the information and plot plan,to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252
FROM 8:00 AM-5 PM.
SIGNA RE O O ER OR CONTRACTOR FOR HIMSELF AND OWNER
I
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TOWN OF VAIL, COLORADO Statement
***r***+****�********************+�*�*********r**************************+***********+�+**�*
Statement Number: R080002339 Amount: $127.50 12/10/200802 :31 PM
Paymeht Method: Check Init: SAB
Notation: 107704 WSFP
-----------------------------------------------------------------------------
Permit No: F08-0013 Type: SPRINKLER PERMIT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $2,632.25
This Payment: $127.50 Total ALL Pmts: $2, 632.25
Balance: $0.00
********r***�*�***************+**************+**********************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 SPRINKLER PERMIT FEES 127.50
-----------------------------------------------------------------------------
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
. 75 S. FRONTAGE ROAD
VAIL,CO 81657
970-479-2135 ���- v36 �
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES �j6�-634 a
SPRINKLER PERMIT Permit #: F08-0013 ��"�1 2
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.....: RUCKSACK BUILDING Applied . . : 03/28/2008
Parcel No...: 210108244003 Issued . . : 06/17/2008
Project No : ��6'� _ U Z 3�( Expires . .:
OWNER ROSENQUIST,RICHARD N. - BROW 03/28/2008
- SELBY, CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT BAILEY & PETERSON 03/28/2008 Phone: 970-476-0092
108 S. FRONTAGE RD
STE 208
VAIL
CO 81657
License: C000002169
CONTRACTOR WESTERN STATES FIRE PROTECTI 03/28/2008 Phone: 303-792-0022
7026 SOUTH TUCSON WAY
ENGLEWOOD
CO 80112
License: 338-S
Desciption: RUCKSACK REMODEL
Valuation: $50,700.00
*asks*ss**s�ss*s*as*s****a**»sa*a**#tss*at**r*sss�*s;►*s�e�**r+****t FEE S UMMARY k►##*M#�#fii�4#it#4�##***kRR#t#*##t�k*t#t###k#*#t##i##+F#i##4t
Mechanical--> $o.o o Restuarant Plan Review--> $o.o o Total Calculated Fees--->
$2,504.75
Plan Check---> $350.00 DRB Fee-------------------> $0.oo Additional Fees----------->
$o.00
Investigation-> $o.oo TOTAL FEES-------------> $2,504.75 Total Permit Fee---------->
$2,504.75
Will Call-----> $0.0 0 Payments------------- $2,5 0 a.�5
-----�
BALANCE DUE---------> $0.00
#f###t#ttttR►##tY*t1#t#}#t*##it#t#tMi#*###4+1#####*###t#RM##*####��#}#t#4t#t#R**#M*#*####4#4#*t#►#t*#*##M�#*�#tti*t#*####t4t**i#}f#f###4f##ftt##ttt
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
04/17/2008 JJR Action: DN Denied plans received 04/07/08 .
Plans are not stamped.
06/02/2008 JJR Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
##�►tt##M**#####+k##i###*##tti*####*###R#t#t**�tti*#*##}f#f##4###4####f4#*i***}f##�###i######t##t*###4#######t##*#tt#4i##►f#}##Rt#####t###**##+k#*i
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
k and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
�
I
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252
FROM 8:00 AM-5 PM.
(�
SI ATURE OF WNER OR CONTRACTOR FOR HIMSELF AND OWNER
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******�***********��*****+�***********�************************+**********�******�**********
TOWN OF VAIL, COLORADOCopy Reprinted on 06-17-2008 at 10:32:36 06/17/2008
Statement
****�*************�**********************r***+*******�+�*******�***r*s*+******�******�******
Statement Number: R080000362 Amount: $2, 504.75 03/31/200805: 15 PM
Payment Method: Check Init: RLF
Notation: #107058
WESTERN STATES FIRE
-----------------------------------------------------------------------------
Permit No: F08-0013 Type: SPRINKLER PERMIT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $2,504.75
This Payment: $2,504 .75 Total ALL Pmts: $2, 504 .75
Balance: $0.00
��***************************************************+*********�+**********+*******+*+*+��*�
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 SPRINKLER PERMIT FEES 2,154.75
PF 00100003112300 PLAN CHECK FEES 350.00
----------------------------------------------------------------------------- '
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NOTE: � THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
�n�ro�va�, �
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 #: M08-0187
ACOM Project #: PRJ07-0234
Job Address: 288 BRIDGE ST VAIL Status. . . : ISSUED
Location.....: RUCKSACK BUILDING Applied . . : 08/01/2008
Parcel No...: 210108244003 Issued. . : 09/19/2008
Expires . .: 03/18/2009
OWNER ROSENQUIST,RICHARD N.-BROW 08/01/2008
-SELBY,CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT SUNDANCE PLUMBING 8 HEATING 08/01/2008 Phone:970-748-8977
P.O. BOX 3684
AVON
CO 81620
License: 101-P •
CONTRACTOR SUNDANCE PLUMBING 8 HEATING 08/01/2008 Phone:970-748-8977
P.O. BOX 3684
AVON
CO 81620
License: 101-P
Desciption: RUCKSACK REMODEL: INSTALL NEW BOILER FOR HEATING AND
SNOWMELT SYSTEM
Valuation: $70,000.00
....................................«...,.*......................................FEE SUMMARY......................,t......«............,....».......,..............................»
Mechanical Permit Fee---> $1,400.00 Will Call-----------> $4.00 Total Calculated Fees--->
$1,754.00
Plan Check-----------> $350.00 Use Tax Fee---> $0.00 Additional Fees-------->
Investi ation-------------> $0.00
g $0.00 TOTAL PERMIT FEE---> a1,754.00
Total Calculated Fees--> $1,754.00 Payments---------> 51,754.00
BALANCE DUE--------> E0.00
Nftk�HfRlnitllRRfM'tk4fM*1t1��RMlRRtMFNRRR+�#RtltRlltRfhFfF4fM*fMf�M�R�l�!*4kfMfF*ri*Jie*1'*fR�tht**fRM**WMft*1r4*k#11�#*R}t4*tktk***iftRfRt�tRfM#RfRfFttfF#iF**ltF�tFlnhttR�ltAtRYN*ft�tt*#il#f�Mtl�R�tRfMR�tkt4fRY�1t*iFiF*#OflHtl�9
APPROVALS
Item:05100 BUILDING DEPARTMENT
08/04/2008 cgunion Action:AP
Item:05600 FIRE DEPARTMENT
...««......«..................+.....,...«.....::...........«....�..,...................�...............«...:.............................«,....«..«...::«.*...................«......,....
CONDITION OF APPROVAL
Cond: 12
(BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond:22
(BLDG.):COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond:23
(BLDG.):BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond:25
(BLDG.):GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond:29
(BLDG.):ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC..
Cond:31
(BLDG.):BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond:32
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond:30
imechcanical_permit_041908
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(BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
Nt4ithMtR{eJf�fRfFltfet*ittFilR##R�hF1fFfMf��M�ltFtlfhh!►fI1O*iF*k44i*M►fR#�hMfMfF*Mf1f1rMR►f'#H�f9eIMYtfFfF*}M'#1ftR►thHt*###*k/MfF*M1'#�fRf!#**YtYMYtf**f*if�f�+�Mft##RfYRf4fFfFf4#V 4ttRifrfff+�#ROR#Mt4RR*4*NFff*i!#V RftfMfRf
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM-4 PM.
Signature of — r6or�tr r Date
Print Name
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TOWN OF VAIL, COLORADO Statement
*��**����*******r*sr:***�*��****�**********+**�++�***********r*�*�*******************�+****«
Statement Number: R090000033 Amount: $47 .00 Ol/12/200902 :23 PM
Payment Method: Check Init: DDG
Notation: Sundance P & H
7221
-----------------------------------------------------------------------------
Permit No: M08-0187 Type: MECHANICAL PERMIT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $1, 801. 00
This Payment: $47.00 Total ALL Pmts: $1, 801.00
Balance: $0.00
*********�**********************************+++�**********r**************************��*****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 REINSPECTION FEE 47.00
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TOWN OF VAIL, COLORADO Statement
.r********+***********��+************.***r****�**�*�**************************�*******+*++�*
Statement Number: R080001690 Amount: $1,754 .00 09/19/200812:58 PM
Payment Method: Check Init: SAB
Notation: 2299 SUNDANCE
P&H
-----------------------------------------------------------------------------
Permit No: M08-0187 Type: MECHANICAL PERMIT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $1, 754 .00
This Payment: $1, 754 .00 Total ALL Pmts: $1, 754 .00
Balance: $0.00
*****��++��***************+**�***********************�*******+***********************�*�****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------ :
MP 00100003111100 MECHANICAL PERMIT FEES 1,400.00
PF 00100003112300 PLAN CHECK FEES 350.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
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APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED D t
. TOV Project #: 'Pf�G� -����'�'
Building Permit #:_�_
�+ Mechanical Permit #: G — �
,ay��#fl��r� = 970-479-2149 (Inspections)
lU�ll W 1`
TOWN OF VAIL MECHANICAL PERMIT APPLICATION
75 S. Frontage Rd. Permit will not be accepted without the following:
Vail,Colorado 81657
Provide Mechanical Room Layout drawn to scale to include:
❑ Mechanical Room Dimensions
❑ Combustion Air Duct Size and Location
❑ Flue,Vent and Gas Line Size and Location
❑ Heat Loss Calcs.
❑ Equipment Cut/Spec Sheets
CONTRACTOR INFORMATION
Mechanical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s:
S.>.. � `o �E.g - �tZ
E-Mail Address: Fax#:
Contractor Signature:
COMPLETE VALUATION FOR MECHANICAL PERMIT Labor& Materials
MECHANICAL: $ o po
Contact�Ea /e Coun Assessors O�ce at 970-.328-8640 or visit www,ea le-coun ,com fo�Parce/#
Parcel # � �
]ob Name: , Job Address: �
��.
Legal Description Lot: Block: Filing: Subdivision:
Owners e: � Address: Phone:
`
Engineer: Address: Phone:
Detailed description of work: ` t •
� „�,�� �c.,���f' h - .a� g _ -
Work Class: New( ) Addition ( ) Alteration (✓� Repair( ) Other( )
Boiler Location: Interior( ) Exterior( ) Other( ) Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg: Single-family( ) Duplex( ) Multi-family( ) Commercial ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No e of Fire Iaces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin
No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs( ) Wood/Pellet( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( )
__ i � A / �
************************FOR OFFICE USE ONLY*********** ; *************
Other Fees: Date Received: � �I�IL �,� .1 LaQB
Accepted By: �
TOW I L
F:\cdev\FORMS\PERMITS\Building\mechanical�ermit_l 1-23-2005.DOC
r.�
� �8312 S�ries Sp����ications � �
r.�. �, �,
Model GB312/90 GB312l120 GB312/760 G6372/200 G6312/240 GB372/280
Performance Data '"�
Gas Input(MBH) ,r,y: _. `, 328.3 ��,_; 440.5 . 588.3��Mii���+�'.¢' `732 6 � ,„ ���'�i��d a . .. 1,028.8 ,
_
Gross IBR Output(MBH) 305 409 544 676 810 944
, ,,� . ,,,, ,.. .. ,
_ F ,�' , �x. 220 t�' � _s���,���.���
Output at Minimum Capacity 131 131 173 217 261 306
�° �
Neti�f���-' � � � �',����'� . i .�"`
��;E, . ,..��� ..��:�. ���� �� ,���"� n.�.��' � �������.. .. .
Thermal Efficiency 93.1% 92.8% 92.5% 92.3% 92.0% 91.7%
�, � , � � .� ; , ,
Cornbustion�������,�� ' �. 93.1% ;�. ��;� 92:8% '
�� . �
Boiler Horse Power 9.1 12.2 16.2 20.2 24.2 28.2
Firesid��. .�, '.. . .�. ���, 0.63: ��, 0.8,9 �,°�' �'
MAWP(PSI) 50 . 50 50 50 50 50
�,_ � ,£. ,;. .:,
Minir�+W�� � �' fiur' f ,� , . _ „- � ;:= 3'/z ��'� �}r �j��'',� _ , .,
� ��w'`.�.� a.��_ � t �, � .
Maximum Gas Pressure clnch WC) 10'/z 10'/z l 0Y2 10'/z 10 10'/z
Maxjmu� � ,�,:_ � h� r V !`ry��"��'"��� 200°F ^ x ~ 200°F �' ,
,. _ ..��v.r;, , _
Piping Connections
f u� �� t��
Flue�'i e Diameter c�U 6" 6° �.?�- ; 6° `�? g° � "< *�� # `� 8°
P . . ���.�-.,��, .<. .
Dimension �Yqq� 18Yz" 18Yz" 18Yz" 19'/2" 19'/s" 19Yz"
�. . r . �, -
Dimensi������ �'N�a��`z ":", ' 5s��� � 12�/a" F�. 4
�w.k, , .� .��r� s�e�'�s
Combustion Air Pipe Diameter cA��X 4" 4" 4" 4" 4" .4'
,. ,. . , �� �..� : , , �„
� ,�� . ,
� Connc' ,.� �y{�-�:;T. ���;,,
.. . . . .. .B i ,. .. . ����.r�S:P,`� .. . , . ..
Connection cST�(B-kit) 3�4� NPT 3�4�� NPT 3/a" NPT 3�4�NPT 3/a" NPT 1"NPT
r`�',M�.;4�"� d �s z�.' �':� ;�
GAS,�i�nn�G,� . , ry' �
Physical Dimensions
s . ,
� . . .
�� f �; �F. ,,�ei�9
#of Heat EyccharYj�r , �: �P� "
Dimension cXqq� � 13Ye" 13'/e" 15Ye" 17'/a" 19Y4" 21�/a"
: , :� �� �, � .,
� �IRIe'IISIOtI(XpK(=7E �'� ��., T��B" `�- "t"°� i�p "��p�� , _ �_� ,
� �. �� , i i i� � � ?.��, �
_
Dimension cA) 51 Yz° 51 Y�° 51'/a" 51'/a" 51'/n" 51'/a"
� Height �`� �, . ,a.,�. � ��� 593/a" 1? ,�593/a" � ��593/a" "� � ����r���,� •
Width�e; � �39'/a°� � 39Ye" 473/a" 473ie" 55!/�'� 55i��'
�. .: Boiler Feet Spacing cF) - 31'/a° ; 31'/2" 393/a" �'n;. 393/a" „: 48" 48" .,
Dry Weight(Ibs.) 455 455 530 585 665 730
pp �.�t� ti A` , d „ ,., . ,,v_ �.� � - ..,�:� ,�
A rox.���U N��i r��� ��" a��2�, Y5",��r�^��?"��A.i+no�„.��+. .��.. �v�-k��'�u��,s� ��
AA -Flue Connection GAS -Gas Connection ST -Safety Valve Connection
AL -Combustion Air Pipe VK -Boiler Supply TM -Pressure/Temperature Gauge
AKO -Condensate Drain RK -Boiler Return
��b
282' 8.5" XRK X� -�
'--' - I
- -- -- I i i d '' I 18.5'I
6. " __59_7" TM i r � � —L-RK
_._i_.
55.1'
—45" i ST
4Q.7"
A
`;,
24.2° '
i: i ,
� B �
�� �0.6`-t' ----- �3.9` � (
�^, r• F i �. �g
1.3"
FRONT VIEW SIDE VIEW REAR VIEW TOP VIEW ;,�,"
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a� .�
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• � "9
� Venting Guidelines
This boiler requires a flue system approved for Category IV(condensing,positive pressure:to ANSI Z21.13/CSA4.9.) It can be direct vented or
through roof.Combustion air can be from the space or via sealed combustion.Consult your local codes for details.
Approved Stainless Steel vent systems
i {d i ra r4 r :'# 1 <�� �-� q ��.., :4.,F` n � �d P}�'� x E �}� - 6 tl itl.::-' � i.�., ..
�, <a �V{� ei"i����� � eit� ,1i�G . .r�� -, � i S�,i'�k�����ir s .��� ���iq� ��y^f:,� �1Y ^ � itl 'd� b d�r ,.,s
@l �` Y �(�1' y �rY i
. , � ����t ., , . . . � i�i�r���4^� .��j�+�'i�,�di��;Y� l�:��r��!� { ��1,� (�fr�'i��,�'�,`,, � �..�.�
Heat Fab Saf-T Vent EZ Seal AL29-4C
� � a , s . . �� r, � �� �R y . �.. . i� ..E /i ii q . . .��up� rr�.m
,�,���,j���,, Z-FIex �,��F���µtis����,��°���, Z-Vent IV Special Gas Vent <<, ',���;��� AL29-4C �,�
, Metai Fab Corr Guard AL29-4C !
��' il.�� . q�� °�y-. . ��e u' Y�f": �� . :
p � �:�� Pro-Tech��� ,�, t�� Fas�-N-Seal� � �� , ,�,,,. .s ,�,;��. � AL29-4C ;,?;
Security Chimney CI-System AL29-4C '
_ _ __ _ _
CPVC Venting Systems(Requires use of starter adapter. See Installation Manual for list of approved chimney manufacturers.)
.- ,: � -,:,„. . ,,.,, , �,c + n i ,�� '�.� „ � e .;a,.�,'„,,
1 .:,' I t i�� y �� .
f C. ` �
�n. .�n�•� S t ��ir+,. s,h a, .,�1f,�,��. �:€ � -. a �4t.�Alu.. �P..��n„ ,.��,��`.�4'' .
', USA Spears CPVC schedule 80 pipe to ASTM D1784
Canada ' ",��' IpEX System 636 CPVC "
Combustion Air Requirernents
._^ y. . t V r'�lt ��' ' �... � � .. . . . .
n� � � �`�'� GB3t 2 Boiler Size a ��' ��'�� � Required Air Flow tCFM) � � �Air��Supply��Pipe Diameter�in Inches
� �4� � . . . . , . . . . . .
GB312/90 95 5
� ;: , }�� ,,,� � ��k�,y!! 7��,8v i�;M n Lt. .. ,l� 1�h�rt 9 +`+ � i �� � �y r.. �h g .�.�'a t . � '�,,
A.:�w4� �1� GB312/120 � �'�w ''� � 95 "���,,�t� ���'-�' �� , ��� 3,��d �;.. `�' ��'y� �
'��5'a+14_-4W,�°�� , �.awt�a�t)k°�a.rl�. - .'3��.�,[ .. .Ak>�.,�ry�i utr.��slir.�8��a�"�ttt. ��1�'�i��''����a
G B312/160 130 6
�', ,.. GB312/200 ���` �,�,.�� ���,� . i- 160 ,+��� ,,� ��� �, �� � �' � 8 `��,�,a M
? G B312/240 190 8
� GB312/280 _ 220 .. � .. � . . 8 ._._� ti..'
i'
Vent and combustion air supply system installation must comply with Part 10, Venting of Equipment of the National Fuel Gas Code.ANSI Z223.1
or CSA 6.149 or other applicable local building code regulations.
IMPORTANT:The flue and air supply system must be designed for a maximum pressure of 0.40 inches WC(t 00Pa)for the overall system
(vent and combustion air system)
Vent Terminations:Approved Tee,Termination Elbow or Roof Cap for all category IV venting systems is required.
" �; � - �»t� �t�G 4s�x� i,y�,.�•� � � "3�r �°'c i.. ,��i�� .�i •:ii��,� �'• ,
� �' ���'���',�1�,� ��� ,�� � `
. ...,��, a . . �_� ,.,. . , e�a a. '.?, ��.�,�v;�� ..�q��i"� '*i'k'��6� ��'�'i�t�*'r,���d,`,,.r.,.,.�... . _. ,. � e,,.a°!�d5+�,�
Water hardness Corrosion
� Fill the system with clean water from the municipal � Damage to the system can occur when oxygen is
water supply. introduced to the heating system water.The following
� Consult your local water department for the level must be avoided for best system operation:
of CaCO3 Ccalcium carbonate)to determine if water � Undersized or faulty expansion vessels
treatment is necessary. � Open vented systems
� Do not use water from salt bedding systems(ion � If the system can not be constructed as a sealed
exchange)used to soften water. system, the use of a heat exchanger as a means of
� Approved Anti-freeze(Aluminum safe) system separation is required.
� Rhomar—Rhogard(at a concentration no more than Retrofit installations
60%by volume). � Installing a dirt trap such as a wye-strainer is required. It must be
� Noble Company—Noburst-AL(at a concentration no installed in the immediate vicinity of the boiler on the retum pipe
greater than 50°/o by volume). at the lowest point in the system.
� Maintenance
� Follow the instructions of the approved anti-freeze
vendor.An annual visit by a qualified service technician
is recommended.
• • —
JOTED.
'ION
:SIZE
CT.
: .
10 " P1 :
6 " 0
. 10 " Q� :
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...............:
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BDD
EF-2 NEW BOILER
VENT UP TO THE
RO
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OF
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EF-1 NEW BOILER
VENT UP TO THE
ROOF
�
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
�o�ro�vnQ, '
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 #: M08-0278
ACOM Project #: PRJ07-0234
Job Address: 288 BRIDGE ST VAIL Status. . . : ISSUED
Location.....: RUCKSACK BUILDING Applied . . : 10/31/2008
Parcel No...: 210108244003 Issued. . . 11/18/2008
Expires. .: 05/17/2009
OWNER ROSENQUIST,RICHARD N.-BROW 10/31/2008
-SELBY,CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT CLIMATE CONTROL CO OF GWS 10/31/2008 Phone:970-945-2326
P O BOX 1042
GLENWOOD SPRINGS
CO 81602
License: 129-M
CONTRACTOR CLIMATE CONTROL CO OF GWS 10/31/2008 Phone:970-945-2326
P O BOX 1042
GLENWOOD SPRINGS
CO 81602
License: 129-M
Desciption: RUCKSACK CORE/SHELL MECHANICAL PERMIT
Valuation: $26,000.00
....,�,�............».«.«..............................»...................,..*.:..FEE SUMMARY.�..............,�......................,.��...............«..........:..........,.......,
Mechanical Permit Fee---> $520.00 Will Call-----------> $4.00 Total Calculated Fees---> $654.00 '
Plan Check-------------> $130.00 Use Tax Fee------> $0.00 Additional Fees----------> $0.00
Investigation-------------> $0.00 TOTAL PERMIT FEE---> 5654.00
Total Calculated Fees--> $654.00 Payments---------------> 5654.00
BALANCE DUE-------> a0.00
.............................«....«.........,�.....................................................:..............«...:................,..»..».».....................................3.....
APPROVALS
Item:05100 BUILDING DEPARTMENT
10/31/2008 cgunion Action:CR need revised plans. scope of work was not approved
with the core/shell permit
11/18/2008 cgunion Action:AP APPROVED REVISED MECHANICAL PLANS WITH THE BUILDING
PERMIT.
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CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond:22
(BLDG.):COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond:23
(BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond:25
(BLDG.):GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond:29
{BLDG.):ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC..
Cond:31
(BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond:32
(BLDG.):PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond:30
mechcan ical_perm it_041908
(BLDG.):BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
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DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FO INS ECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM-4 PM.
, � (/ 18 �
Signature of ontractor Date
�Av � 6J ,�. 2� c�4,P
Print Name
mechcan ical_pe rm it_041908
***�************+******************s****************************************�***�**********r
TOWN OF VAIL, COLORADO Statement
�**�***************�**+****�******�*****************�********************+***�**************
Statement Number: R080002216 Amount: $654.00 11/18/200802 :07 PM
Payment Method: Check Init: DDG
Notation: Climate Control
Company 26033
-----------------------------------------------------------------------------
Permit No: M08-0278 Type: MECHANICAL PERMIT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $654 .00
This Payment: $654.00 Total ALL Pmts: $654 .00
Balance: $0.00
*********�*******��********************************�*****�****�**�*+*******************+****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 520.00
PF 00100003112300 PLAN CHECK FEES 130.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
� O�t, 30. 2008 10: 57AM CLIMATE CON��O� C�1�'rA11Y No, 8461 P, 1
,..._, . ,..� � :��r.. � �-: , f.�i��,-�.
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� �^'�i~J.:'�j� 5��.1:�,S'��f r�`�,,`�M1�Cyl..� �WV��I,aWI ',�
R'l �����!''.-.
, , . .,,. " _�__ `�s,,,�Y`�`, � :�'•L " ,,'��"n ,;� -h=75�outti F ntage F�
� �,�.. .�`��: � g �,,� � E, � � -
'.%�- ��:'� �.,� v��L' �. ��.��a. - I f�. � .. ,.pe°d
# :��.°�:-.�'4a�_ +.�.. . . •,,� p:
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TOWN OF VAIL MECHANICAL PERMIT APPLICATION
The followlns�Items MUST be attaehed to this certnit ao�llcatlpn
Mechanica Rccm Lavout drawn to scale to Incfude:
Mechanlcal Room Dlmensions
Combustion Air Duct Size and Loc�tion
p Flue,Vent and Gas Llne Slze and Location
� Heat Loss Cakulations
Equipment Cut/Spec Sheets
PTOject Address ��Q� � /7t �l�(,�.
Project t�: �J�� �
_._.a,�.�. .��,,��E ��ZEE,-, vA►.� -aD
BuildinA Permit#: _ � 7�
Contractor Information �O�� D �1r'1Q
/� /� Mechaniral Permif#: y �d
Company: I..LJMA7� �1�1�L I�MPi�1/�Ly _--- ...... .. _ . . ...._ , ._....
pb �� `Q� � Detalled Dascrlptlon of Work: 1 1���
Company Address: r• , _
c�ry;r�C-�+�WGOD SP6�stete: C� z�P: 8� Ovi� r r�E A�P �UCT, EXNAU�� � '
Contea Neme; �v � � ��L-�� �
a �c�-�a9 �u c� . �- �a� co i cs;
Contact Ph: 9 45-a� 6 �e,�: a �
�x�u5` F�A� i Gfl��SF.}�� �f��'117
E-Mail: 1�ZI _ `� CL�MATE C�'.y���G�.C_��'u1PAN'(�Use addltlonal sheet'rf necessary
in/� r . .. ..... . ..-'...._._.. ................ ......... . .. . . . . .... . .
� Tow Vail Contractor Registration N0, l d�l .C�. Complete Valuation for�anical Permit
� � G�
X L�`�--�` — Meehanical S �6� ��d,
� Contractor Slgnature(required> !, '
---._.._._....---....____ _ _ _ ,. . . . .
Property Information work Class:
Parcel�i: � (d I O 2��"�� ��� New� Addition( ) Remodel( ) Repair( )Other( )
1 6oiler Location:
legal Description:Lot# ( Blk# Intarior( ) Exterior( ) Other( )
A[L Vic.�AG� . ._ . . ..... . ...... .. .__ ._.. .. .. . ._. . . _.
Subdivision:,�_ No/Type Exlating Ffreplaces:
Job Name: �$� �Q11�E � EE� Gas Appliances( )Gas Logs( )Wood/Pellet( )
..... __._. .. _._ _.... .. . ..
� Owner Name: J E-F� �E�`� No�'Type Proposed Flreplaces:
� Malling Addross: Gas Appliances( )Gss Logs( )Wood/Pellet( )
(FOr Pareel ii Contaa Eagle Counry assessors Office et 97o-328-86ao or vieit gullding Type:
www.eaglacounty.us/patie)
.. . _.._.. : .. _ . ,.. ._ Singl�Famlly( ) Two-Family( ) Mutti-FamilY( ) _
Arehitect( ) Dealgner( ) Englneer9C) Commerclal� Townhome( ) Other( )
Ne�: A��
Phone: q 7�' �$` �5 Z V _ _ Date Received:
F�: 0 - � I
�-M��i,
�
�
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
�o�ro�vn¢ .
�...,.�,.,,. ���_��a�
Town of Vail,Community Development,75 South Frontage Road,Vail,Colorado 81657
p.970.479.2139 f.970.479.2452 inspections 970.479.2149 '�6�-6� �
PLUMBING PERMIT Permit #: P08-0081 3a�-��2
ACOM Project #: PRJ07-0234
Job Address: 288 BRIDGE ST VAIL Status. . . : ISSUED
location.....: RUCKSACK BUILDING Applied . . : 07/23/2008
Parcel No...: 210108244003 Issued. . : 07I31I2008
Expires . .: 01/27/2009
OWNER ROSENQUIST,RICHARD N.-BROW 07/23/2008
-SELBY,CHARLES
385 CLAYTON ST
DENVER
CO 80206-4228
APPLICANT SUNDANCE PLUMBING&HEATING 07/23/2008 Phone:970-748-8977
P.O.BOX 3684
AVON
CO 81620
License: 101-P
CONTRACTOR SUNDANCE PLUMBING&HEATING 07/23/2008 Phone:970-748-8977
P.O.BOX 3684
AVON
CO 81620
License: 101-P
Desciption: RUCKSACK REMODEL: ROUGH-IN PLUMBING FOR FUTURE TENANTS
Valuation: $66,000.00
f*fr*x***:*3rrxvr�wxxnyrrvkxrrrr+rr►x�M,t*�*f.***�x*+f�*r�nrx**►*��*f�irt*f**�ewt��wr: FEE SUMMARY ••••••••••••••••••••••••*••••••••••••••••••••••••••••••••»••••••••»•••••••••••••••
Plumbing Permit Fee—> $990.00 Will Call--------------> $4.00 Total Calculated Fees---> $1,241.50
Plan Check----------> $247.50 Use Tax Fee----------> $0.00 Additional Fees------------> $0.00
Investigation----------> $0.00 TOTAL PERMIT FEES--> a1,241.50
Total Calculated Fees--> $1,241.50 Payments--------------> 51,241.50
BALANCE DUE-----> a0.00
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APPROVALS
Item:05100 BUILDING DEPARTMENT
07/23/2008 JLE Action:AP
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CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
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DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM-4 PM.
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Signature o wner or ontrac r te
�
Print Name
plmbpermtl_041908
**+*******��*s*********************�***�***�**�***********�***r************�**********�*****
TOWN OF VAIL, COLORADO Statement
***■********«*�***���+��****rr****r*««*********�**+��**.****+*****�*******�*****************
Statement Number: R080001276 Amount: $1,241.50 07/31/200801:11 PM
Payment Method: Check Init: DDG
Notation: Sundance 2293
-----------------------------------------------------------------------------
Permit No: P08-0081 Type: PLUMBING PERMIT
Parcel No: 2101-082-4400-3
Site Address: 288 BRIDGE ST VAIL
Location: RUCKSACK BUILDING
Total Fees: $1,241.50
This Payment: $1,241.50 Total ALL Pmts: $1,241.50
Balance: $0. 00
*******+***************************�**++*+************�*****************r****+**************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 247.50
PP 00100003111100 PLUMBING PERMIT FEES 990.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
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Nov-OT-OT 11:OOpe From-TONN OF VAII CO�MUNITY DEVELOPMENT 9T04T02452 T-115 P.002/003 F-298
APPLICATION WILL NOT BE ACCEP'TED IF INCOMPL�OR UNSIGNED P�J O� ,,,G�,�(L
Pro�ect#: T
Building Permit#: Z L
�� �' , Plumbing Permit�#: — G
��.'�� '� � 970-479-2149(InspeCtiOns)
75 S.Frontage Rd.
Vail, Colorado 81657
TOINN OF VAIL PLUMBING PERMIT APPLICATION
CON'J'RACTOR INFORMATION
Plumbing Contractor. Town of Vail Reg. No.: Contact PerSOn and Phone#'s;
. . Y�� —t�Eg — 8�1Z7
E-Mail Address: F�uc#:
Contracbor Sign ture:
COMPLETE VALUATION FOR PLUMBING PERMIT(Labor 8k Materials)
PLUMBING: $ � $
Co�et E I►e Coun A�ws OASic�s at 970-3I8-8640 or visit www.ea / cnun .cnm fbr Pa�c�e/�
Parcel #
7ob Nam@; � 7ob Add�ss. �
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l.egal Description lo� Block: Filing: Subdivision: ' �
Owners Name• ' Address: Phone:
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E�gineer: Address: Phone:
Debiled description of,work: �� , �,n
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work class: IVew( ) addition ( ) Alteration(✓f Repair( ) other( )
Type of Bldg.: Single-family( ) Duplsu( ) Multi-fam�y( ) Cortunercial( Restaurant( ) Other( )
No.of Existing Dwelling Units in this buildir�g: N�.of AccommodaGon Units in this building:
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09-14-2009 Inspection Reque Re rting Page 9
4:32
Requested Inspect Date: Tuesday,September 15, 2009
Inspection Area: SH
Site Address: 288 BRIDGE ST VAIL
RUCKSACK BUILDING
A/P/D Information
Activity: E08-0104 Type: B-ELEC Sub Type: ACOM Status: ISSUED
Const Type: Occupanc�r: Use: Insp Area: SH
Owner: ROSENQUIST,RICHARD N.-BROWN,
JEFFREY
Contractor: BIG BEAR ELECTRIC, INC. Phone: 970-390-9221
Description: RUCKSACK REMODEL:TEMPORARY POWER
Requested Insuection(s1
Item: 190 ELEC-Final Requested Time: 08:30 AM
Requestor: BIG BEAR ELECTRIC, INC. Phone: 970-390-9221
Comments: WC 3909221
Assigned To: MDENNEY Entered By: CGUNION K
Action: Time Exp:
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Inspection Historv
Item: 110 ELEC-Service **Approved*"
05/27/08 Inspector: shahn Action: PA PARTIAL APPROVAL
Comment: temp power approved.
Item: 120 ELEC-Rough
09/09/08 Ins ector: shahn Action: PI PARTIAL INSPECTION
Comment: SO�FIT LIGHTS ROUGH-IN O.
Item: 130 ELEC-Conduit
Item: 140 ELEC-Misc.
Item: 190 ELEC-Final
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REPT131 Run Id: 10271
B08-0072: Entries for Item:90 - BLDG-Final 12:16 06/12/2013
Action Comments By Date Unique_
Ke
AP Aproved per previuos inspections Martin 08/02/2012 A000152
764
Total Rows: 1
Page 1
P08-0081: Entries for Item:290 - PLMB-Final 12:18 06/12/2013
Action Comments By Date Unique_
Ke
PA SHIRT OFF MY BACK EXISTING GCD 01/13/2009 A000121
RESTROOM AND NEW SLOP SINK. 886
PA APPROVED LORO PAINO JRM 03/09/2009 A000123
APPROVED RITZ 458
Total Rows:2
Page 1
M08-0278: Entries for Item:390 - MECH-Final 12:17 06/12/2013
Action Comments By Date Unique_
Ke
CR NO PLANS FOR JOE'S GCD 11/26/2008 A000120
451
CR 1.FLANGE FIRE DAMPERS FOR JOE'S GCD 12/24/2008 A000121
DELI. 599
2.JOE'S FCU STILL HAS NO HYDRONIC
HEAT SUPPLY.
CR boiler#2 in place,but not operational. shahn 08/10/2009 A000126
reschedule ins ection of flue chase. 457
AP FINAL APPROVED BOILER#2 IS UNDER jrm 08/11/2009 A000126
ANOTHER PERMIT M08-0187 470
Total Rows:4
Page 1
M08-0187: Entries for Item:390 - MECH-Final 12:17 06/12/2013
Action Comments By Date Unique_
Ke
� CR 1.BOILER COMBUSTION AIR PVC PIPE GCD 12/26/2008 A000121
REQD TO BE SAME SIZE AS VENT SEE 598
PAGE 25.
2.TERMINATE T&P VALVE.
3.FILL OUT COMMINISSIONING LOG.
4.INSTALL CONDENSATE NEUTRILIZER.
5.PVC IS STILL AGAINST SNOW MELT
BOILER VENT. REQS 6"CLEARANCE TO
COMBUSTIBLES.
CR ITEMS 1,3,4 FROM 12-26-08 HAVE NOT GCD 01/06/2009 A000121
BEEN ADDRESSED. 764
ITEM 2 IS APPROVED.
ITEM 5 THE PVC HAS BEEN CHANGED TO
CAST IRON PIPE AT THE POINT OF
CONTACT.SEE PAGE 25 GALVANIZED
PIPE IS APPROVED.STATE BOILER
INSPECTION IS REQD.
NR GCD 01/13/2009 A000121
887
AP Martin 08/09/2012 A000152
945
Total Rows:4
Page 1