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Deryrtment of CommuniU Develqnent
Building huyand Ingction hruies
75 fuuth Fronhge Rud
Vail, Colontu 81557
970479-2138
FAX9THn-2452
www.wilgov.@m
BUILDING SAFETY AND INSPECTIOI{ SERVICES PIAN REVIEW COMMENTS:
TO: 2417 Eleccric Contractor/Aoplicant
po#
FAX/Email #: 970-928-7772
NUilBEROFPAGES: 2
FROM:
DATE:
BUILDING PERI{IT #:
OWNERS NA}IE:
SITE ADDRESS:
OCCUPANCY GROUP:
TYPE OF CONSTRUCTIOT{:
NUI'IBER OF STORIES:
BUITDING AREA:
Stan Hahn
t21t912006
E06.O2J,7 snowmelt
Break Away West Assoc
993 Lionsridge Loop
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003 Intemational Residential Code, 2003 International Mechanical
Code, 2003 Intemational Fuel Gas Code, 2003 Intemational Plumbing Code, 2003 International
Energy Conseruation Code and 2002 National Electrical Code as modified and adopted by the Town of
Vail.
The fottowing @mmeng will rd b be a&tM prior b issuane of a building prmiE
For processing:o Please submit four complete sets of revised construction documents containino the reouested
information with all plan revision items clouded or otherwise identified.
Please resoond in writing to each comment by markino the attached list or creating a response
letter, Indicate which plan sheet, detail. soecification. or calculation shows the requested
information. Please send revisions to the attention of the olans examiner with the building
oermit application number noted.
o Please be sure to include on the resubmittal the enginee/s or architecfs "wef stamD' signature'
registration number and date on the cover page of anv structural calculations, all structural
details and structural sheets of the plans. For commercial or multFfamily proiects all sheets of
the plans must be stamped.
Elodcal Comments:
1) An eleca.ical plan has already been reviewed for the Flre RenovaUon pQect at this location (806--'
0138). Any new work shall be coordinated with the previously reviewed project..For proleq
iontiiruity, conuact documents should be submitted on full size drawings. Provide-a reMsed - -
cafcufation from 806.0138 to include the new snovrrmelt loads. Note that demand factors of t.ZSolo
need to be included Per NEC.
2) provide a revised electrical one-line for all distribution systems involved in the project.
3) provide revised panel schedules showing both new and existing loads and circuit breaker ratings.
4) Note that existing system voltage is 120/208/3ph, but the litetagte states product is 240 volt'
Branch circuit conductors to be-sized per NEC 2002 article 310, It is possible the proposed #10 awg
branch circuit conductors for the electric snowmelt are undersized'
5) Provide an equipment bonding conductor with all feeders and branch circuits.
6) Provide detailed equipment data sheets.
7) Show location of new and existing panels, and equipment locations on site plan.
8) Any metering calculations of existing load shall comply with NEC 2002 article 220.35.
please rEfer to grc cover sheet for lnforma$on on rcsubmlftlng plarc. In ofder to avoid delays in lssuance of
I p.*tt, pt** at.a, aU r"q-u.nteO infonnadon ls Included witr Ure resubmltGd plans. Plea$ submlt
reri"ea plins ac a omp-leU jet Pardal plan rcsubrnlttals wlll not be reyl€ured.
Stan Hahn, C.E.M.
Town of Vail Building Safety and Inspection SeMces
970.479,2147
shahn@vailgov.com
sk& ^)L'bb/6/2(frk - ?At-5?S0ffi,
FAX TRANSMITTAL
Eleotro Plastics, lnc,
4406 Sl- Vinceni Ave.
St. Louis. MO 63119
u.s.A.
LOlL4/288,8 221I8 3L478T2T3I ELECTRO PI-ASTICS, II.IC PAGE 8L/83
www.urarmfloor.com
Tel.: 1-314-781-2121
Fax: 1-314.781-2131
anto @ electropleslics.com
to/tq/t6Date:
Attn: lr4attltcw H {kntan From: ((cbhan La eog
Faxt Q-79 qzt jljl Pages: 3 ' 1
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FAX TBANSMITTAL
ELECTRO PLASTICS,II.IC PAGE 61163
ffi, $Ffftrifr'd'"',jili#i'jiilU.S.A. info@ electroplsslic$.com
Date: to/ttl/tc
Attn: lulatf/-,cw H+{f,nrnaa From: (fUhan ln ens
Fax: Q14 q2f "1111 rqPaoes: a-J
M&,,
A,tlwlu/, y'yoseJ, fk*^"* ,l-
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saazftt/at\oNr scrlsv-td odl-c3-13 IEIZIBLVIE
Design Note
Wire Sizing for Radiant
Heat Systems
The proper sizing of the wire used
with a STEP Warmfloorm system
is necessary to ensure lhe desired
operaiion of the system. Wres
undersized for the connected load
and/or wire distances will cause
the voltage level at the heating
elements io drop below a tolerable
level. This will result in a lou,er
heat output from the STEP
Warmfloorn system and a
reduc{ion in personal comfort from
a lower than desired floor
temperature.
lMren sizing the wires, the sizing
process starts at the individual
heating elements and extends
back to the terminal boards, and
from the terminal boards back to
the transformer, and then from the
transformer back to the service
panel. See Figure 1 for a
representation of a typical system.
This sizing process is explained
through the bllowing STEPS.
STEP a) Extenslon Wires
Use Chart (a) on the back of this
document to determine the
maximum extension wire distance
fom a heating element back to the
terminal board.
Determine the 6lement type us€d
with your project (typically will be
the 7.5wfi element). The
extension wire length is then
determined by selecting the
element length listed on the lefr
side of the chart.
The chart is based upon the
special tinned copper #14 AWG
extension wire supplied with the
system. Do not substitute a
difierent size or type of wire. For
installations that will exceed the
maximum extension wire lengths
listed in the chart, consider
locating a terminal board closer to
the element installaiion location or
breaking the element into two
shorter pieces, each with it's own
set of extension wires back to the
terminal board.
STEP b) Transformer Cord(s)
.Use Chart (b) on the back of this
document to determine the
maximum transformer cord
distance fom a terminal board
back to the transbrmer.
The connected load of a terminal
board is calculated based upon the
total footage of the connected
strips of heating elements
multipliad by the heding element
output. lf you have 45 feet of
7.5w/ft element connected to a
terminal board, then the connected
load is 337.5 watts (45'x 7.5Mft).
Use this calculated total load and
Chart (b) to determine how long
the wiring can be run between the
transformer and the terminal board
based upon the wire size.
The low voltage safety isolation
transformers supplied with the
STEP Warmfloorn system have
wires pre-installed on the low
voltage side to simplify the wiring
to the terminal boards for most
applications. The wiring consists of
a 10'long 2-conductor#12 AWG
cord. Depending upon the load
rating of the transbrmer, it may
have one, two or even three of
lhese cords in parallel. Using the
full length of the supplied cord, a
terminal board with a lotial load up
to 450VA can be connected. lf a
longer distance is required than
can be canied with the supplied
cords, field removing the cords and
installing a larger gauge wire is
necessary.
STEP c) Llne Voltags Wlres
The wire size for the line voltage
part of the circuit should be sized
based upon the applicable
sections of the National Electric
Code. Have your elec{rician make
these calculations to ensure that a
minimum of 11EVac will be
supplied to the transformer. STEP
Warmfloorn recommends the use
of I-IACR rated circuit breakers due
to the inrush loads from
transformers. lf using a standard
circuit breaker, mnsider over-
sizing the circuit breaker by 150%
or 200o/o to prevent nuisance
tripping.
Figure 1
W,x.1of2 www.warmfloor.com
SNOWMELT
Product Descdption
STEP Snowmelt is a thin and flexible semi-conductive plastic heating element.
STEP Snowmelt is self-regulating and cannot overheat. The nature of the material
automatically reduces or increases its heat output to adjust to temperature changes.
STEP Snowmelt can easily be incorporated in or on concrete. Another layer of concrete,
natural stone, brick or ceramic tile can then go over the heating elements.
STEP Snowmelt is designed for continuous duty and will melt snow provided the
concrete has been maintained heated on 24 volts.
Performance
The graph indicates how
the energy consumption
in watts decreases as the
element becomes warm.
Technical Specifications
oW
M
emperature+
STEP Elementrype I wotr
I
320F
00c
500F
100c
6goF
200c
g60F
300c
1040F
400c
EEP-23-2-36W 9u
23cm
W/ft
Wm
13.1
43
12.2
40
11
36
9.5
31
8.2
27
EEP-30-2-32W 12"
30cm Wm
1'1.6
38
11
36
9.8
32
8.6
28
7.6
25
The most cost-effective way to use STEP
Snowmelt is to switch the system on prior to
ftost and to keep it energized allthe time
during the cold season.
Rebr to Exterior Applications for
calculations and installation procedures.
For special applications, consult Electro
Plastics, Inc.
@2001 STEP WARMFLOOR*
. For driveways, walkways,
platforms and stairs
r For deck and ramp de-icing
r Self-regulating material
. Low-powerconsumption
. Cost effective
r Maintenance free
r Unaffected by moisture
SAFEry ISOI.ATING TRANSFORM ER
Max. load 90%
24 VOLT
Max. 20 Amps per T.B.
STEP WARMFLOORTM WIRING DIAGRAM
From POI/\ER SOURCE-to additional T.B.
TERMINAL BOARD
T.B.with4x5Amp
PTC tuses - fib in
electrical box
All wires to the elements
in the floor must be
PVC insulated, stranded
tinned copper, #14AWG
(2mm2), iosoc, ooo v
Distance fom
transformer to
terminal board,
wire length and
size at 450 W
t-'-'-'
Iir!lta
7
't1
17
27
42
Transformer
Size
Max. Cunent
24V
Current Primary
120V | 230V
No. of
T.B.
Total length
of elements
1
@ STEP
250 VA
5OO VA
750 VA
1000 vA
10A
204
30A
40A
2A
4A
6A
8A
1A
2A
3A
4A
1
'l
z
2
30ft
60ft
90ft
121 ft
9m
18m
28m
37m WARMFLOOR'*
Chart (a)
frcm each element to th€
EP.30-2.29W.24V
8.Ew/ft
Length (ft.)
EP-30-232W-24V EP-30-24W-24V
13.5wft
Element
19
17
14
llost common heatlng element used
WIl€from transiormer to each temlnal
Connected
Load
Extenslon Wlre
t0A SAWG 6AWG
50 vA
Cable slze supplled wlth transformer
Notes:
1. The wire lengrths noted in these tables is the length of one wire from the source to the load in a hoUneutral
pair of wires. lt is not the total length of both the hot and neutral wires.
14AWG
1 19'
t4&6 SL Vincent Ave.
St Lours, MO 63119, USAI
1.3U.781.2121 phone
1.311.781.2131 fax
www.warmfloor.com
Eleciro Plastics, Inc. makes no representations or wananties, eifter expressed
or implied, with r€spect to the conlents of this publication orthe producis that it
descdbes, and specifically disdaims any implied wananties of mercfiantabilily or
fitness for any particular purpose. Electro Plastics, Inc. reserves the right to
r€vis€ this publication, and to make changes and improvemenls to the producls
described in the publication, without the obligation of Elec'tro Plastics, Inc. to
notify any person or organization of such revisions, changes or impmvements.
Cha.t (b)
EP5030 Rev. I 07n6tu
Deptunent of @mmunity Det/elopment
Euilding Safety and Insrydion Seruices
75 fuuth Frontage Rud
Vail, Colondo 81657
97Mn-2138
FAX 970479-2452
www,uailgov.@m
fund Review
BUILDING SAFETY AND INSPECTION SERVICES PLAN REIIIEW COMMENTS:
TO: 2417 Electric
FAX/Email #: 970-928-7772
NUMBER OF PAGES:
FROM:
DATE:
BUITDING PERMIT #:
OWNERS NAME:
SITE ADDRESS:
OCCUPANCYGROUP:
TYPE OF CONSTRUCTION:
NUMBEROF STORIES:
BUITDING AREA:
Contractor/Aoplicant
Tom @TRD Architects
970-476-0077 fx
2
Stan Hahn
osl09loT
EO6-O247 snowmelt
Break Away West Assoc
993 Lionsridge Loop
The documents submitted for this project have been reviewed for compliance with the 2003
International BuiHing Code, 2003 International Residential Code, 2003 International Mechanical
Code, 2003 International FuelGas Code, 2003International Plumbing Code, 2003 International
Energy Conseruation Code and 2002 National Electrical Code as modified and adopted by the Town of
Vail.
The following commen9 witt ned to be addressd prior b issuane of a building prmit:
fur processing:
o Please submit four complete sets of revised construction documents containing the requested
information with all olan revision items clouded or otherwise identified.
r Please respond in writing to each comment by markino the attached list or creating a resoonse
letter. Indicate which plan sheet, detail, specification, or calculation shows the requested
information. Please send revisions to the attention of the olans o\aminer with the building
oermit aoolication number noted.
o Please be sure to include on the resubmittal the enginee/s or architect's "weY'stamp, signature,
registration number and date on the cover page of anv structural calculations, all structural
details and structural sheets of the olans. For commercial or multi-familv projects all sheets of
the plans must be stamped.
Electrical Comments:
An electrical plan has already been reviewed for the Fire Renovation project at this location (806-
0138). Any new work shall be coordinated with $e previously reviewed project. For project
continuity, contract documents should be submitted on full size drawings. Provide a revised
calculation from 806-0138 to include the new snowmelt loads. Note that demand factors of 1.25o/o
need to be included per NEC.
Resubmitted information is not adequate. C.ontrad documenb shall be stamped and signed by a
registered design profesional per IBC 2003 106.1.
Load alanlations: Refer to NEC 220,87 for Mermining uisting lad alculation, Either
povide pnel load shedules and add 25Vo to existing lads per NEC or' pouide
mefuring information per NEC 220,87 and add 25o/o to uisting lnds.
Provide a revised electrical one-line for all distribution systems involved in the project.
Revi* the one-line to clarly show what is newand what is xisting.
The one line is not signed. load calcs arc not signed.
Provide revised panel schedules showing both new and o<isting loads and circuit breaker ratings.
No respon* twived
Note that existing system voltage is t2ol208l3ph, but the literature states product is 240 volt.
Branch circuit conductorc to be sized per NEC 2002 article 310. It is possible the proposed #10 awg
branch circuit conductors for the electric snowmelt are undersized.
No rupon* rwived
Show location of new and existing panels, and equipment locations on site plan.
Stamp and sign drawing.
Any metering calculations of existing load shall comply with NEC 2002 article 220.35.
No tepon* rcceived
Pleaae refer to the cover sheet for information on rcsubmitting plans, fn order to avoid delays in issuance of
a permit, please check all rcquested infom.tion ls Included with the resubmitted plans. Please submit
revised plans as a complete set. Partial plan resubmittals will not be rcviewed.
Stan Hahn, C.E.M.
Town of Vail Building Safety and Inspection Seruices
970.479.2t47
shahn@vailgov.com
75 SouthFrontage Road
Vail, CO 81657
970-479-2139
FAX970-479-2452
COMMUNITY DEVELOPMENT FAX TRANSMITTAL SHEET
TO: Tom
COMPA|IY NAME: TRD Architects
FAX TELEPHONE NUMBER: 476-0077
FROM: Stan
DATE: 5l9lD7 TIME:
# oF PAGES rN DOCUMENT (NOT INCLUDTNG COVER SITEET) 3
RESPONSE REQI'IRED?
SENT BY
TOWN OF'VAIL COMMUNITY DEVELOPMENT FAX # 970-479-2452
TOWI\I OF VAIL COMMUNITY DEVELOPMENT TELEPHONE # 970479.2139
SPECIAL COMMENTS AIID NOTES: Breakawav West Snow melt
rlh4- revtew
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24-7 Eucrnrc lNc.
Electricol Controctors
24-7 Electric Inc.
3214 S.Grand Ave Unit B
Glenwood Springs, CO 81601
Phone: 970-928-7772
Fax: 970-928-7744
-,4
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May 8,2007
Attr: Stan
Townof Vail
Frontage Road
Vail, CO 81657
Dear Stan,
Here are the load calculations for Breakaway West:
Load calculation for electric snowmelt for the 300\400 buildings.
Total KVA 38.5 equals 38,500 divided by 360 = 106.94 Amps
Load calculation for electric snowmelt for the 500 bldg.
Total KVA 25 equals 25,000 divided by 360 = 69.44 Amps
Sincerely,
n
.rf,v'u',"-
Susan Truax
Secretary
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TOWN OF VAIL DEPARTMENT OF COMMI.INITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
ADD/ALT MF BUILD PERMIT Permit #: B06-0138 j
Project#: ?? QLSO| -OAq)
Job Address.: 913 LIONS RIDGE LP VAIL Status.....: ISSUED
Location......: BREAKAWAY WEST, BUILDING'B' Applied...: 06101/2006
Parcel No....: 210301407029 Issued ...: 11/06/2007
Expires...: 12/2312007
ohtNER HOCKENSMITH, ,JAMES H. & MARTO6/0I/2005
-iIT
3131 E ALAMEDA 802
DENVER
co 80209
APPLICAMT BELFOR-RMCAT 06/0]-/2006 Phone: 248-594-31-88
185 OAKTJAND AVENI'E, STE 3OO
BIRMTNGHAM
MI 48009
License: 405 -B
CONTRACTOR BELFOR-RMCAT 05/0L/2006 Phone: 248-594-3L88
]-85 OAKLAND AVENT'E, STE 3OO
BIRMTNGHAM
Mr 48009
License:4o5-B
Desciption:
COMMON ELEMENT.BREAKAWAY WEST-FIRE RESTORATION
Occupancy: R-2
Type Construction: V-A
Valuation: 1,000,000.00 Revision Valuation: ?? Total Sq Ft Added: 0
*,t r,**rl *+ att a't t t a,ttt)a* a* i * a,r,r ***:tt l
Building--> 9s,508.7s Restuannt Plan Review-> $O.OO Total Calculated Fees-> $Ir,231 .44
Plan Check-> $3,645.69 Recreation Fee-----> $o.oo Additional Fees------> $?5,00
lnvestigation-> $0.00 TOTAL FEES-------> 511,237.44 Total Permit Fee----> $rr,312.44
Will Calf-> $3.00 Payments-------------> 9LL,312.44
BALANCE DUE---_> $O. OO
Approvals:Item: 05100 BUTLDING DEPARTMENT
07/L8/20O5 cgunion Action: CR PLAN REVIEW
COMMENTS SENT TO ARCHTTECT AND APPLICANT.
04/L6/20O7 cgunion Actionr AP approved corrected
plans see file for all code review information
LL/O5/2OO7 cAunion Action: AP approved updated
sheets A42-A44
Item: 05400 PLANNING DEPARTMENT
06/02/2006 bgibson Action: Ap
03/29/2007 bgibson Action: DN 3/2I/07 revisions
denied by planning - design review approval reguired for
building entry addition
O5/30/2OO7 bgibson Action: APCR The applicant
shal1 updated the building permit plan sheets A14, A15,
and A32 throuqh A37 to show the revised pitched roof
design.
70/25/2007 bgibson AcLion: PA 1o/L6/o7
corrections approved by planning, office set routed Lo
Chris Gunion
IICM: O56OO FIRE DEPARTMENT
O5/2I/20O7 mcg'ee Action: AP Sheet A-2. Exit
door from new stair appears to reduce exit width to 3
feet when the door is opened into the exit corridor.
FA-2 Unit 41.2 and 413 smoke detector layout does not
appear to meet minimum code requirements.
.FA-5 Unit 441 smoke detector layout does not appear to
meet minimum code requirements.
Fire sprinkler plans for
provide sufficient detail
70/22/2007 Mccee
Approved:
sloped ceilings in uniLs do not
for review.
Action: AP Revisions
insuLation may require vapor
construction.
Action: COND No staging on the
Note: Po lyi socyanit 5- e
barrier or fire - rated
Item: 05500 PUBLIC WORKS
03 /23 /2007 gc
Right of Way.
r * ** * a { t a't a * * t't **
See Conditions page 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 futl 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, Inlemational Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS
4 PM.
FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS lN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICf, FROM 8:00 AM .
TURE OF NTRACTOR FOR HIMSELFAND OWNER
***'i,1.'i****'i*,i+{.****+**'f ***********************{'**'t**,f ***********'t**J.t*{.*****,t*{.'}{.'t*{.'r{.**'t *'1.**************
CONDITIONS OF APPROVAL
Permit #: 806-0138 as of 11-06-2007 Stafus: ISSUED
,{.*:|.**'|.*:l.*{.'f*,|.*****************'|.******'i*d.**.|.,t*'}*,}****,}*'}*{.{.{.***{.**,i.*,|.'t*.|.,t.l.'**'|.,}
Permit Type: ADD/ALT MF BUILD PERMIT Applied: 06/0112006
Applicant: BELFOR-RMCAT Issued: 11106/2007
248-594-3188 To Expire: 12/23/2007
Job Address: 913 LIONS RIDGE LP VAIL
Location: BREAKAWAY WEST. BUILDING'B'
ParcelNo: 210301407029
Description:
COMMON ELEMENT-BREAKAWAY WEST-FIRE RESTORATION
* *,r** ** * ** ** * * * ** * * * ** * * * +*,|! * *** * * * ** * * * ** * * +*'lconditions ',1.!i *{r{. r.* * *:1. *:i * +*** * +,r****,t** * ** ** * *{( ** ***,t*:r**
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE,
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: l
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE A}ry
WORK CAN BE STARTED.
Cond:40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PERNFPA 72.
Cond: 18
(BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R3l1.5 OF
TI{E 2OO3 IRC OR SECTION IOO9 OF TTIE 2OO3 IBC.
Cond: l9
(BLDG.): GUARDS ARE REQUIRED To MEET SECTION R3l2 OF THE
2OO3 IRC OR SECTION I012 OF THE 2OO3 IBC.
Cond: 39
(BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED
TO MEET SECTION R31O OF TI{E 2OO3 IRC OR SECTION IO25 OF THE
2003IBC.
Cond: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE
A FOOTING INSPECTION WILL BE CALLED FOR.
TOWNOFVAIL, COLORADO Stat€ment
a'aa'laa'a'11rt*+t+***+*****+*****aaa'++tt+atatt**r*trr*tltt*ttttl** ** *+*aatt*t **t***r*r+l** * **a*
Statement llumber: R070002449 Amount: 9220.OO LLl06/2OO709:32 AIrl
Payment Method: Check Init3 IJC
Notation: #3500/BETJFOR
Permit No: 805-0138 rype 3 ADD/AIJT MF BUIIJD PERMIT
Parcel No: 2103-01.4-0702-9
Site Address: 913 LIONS RIDGE LP VAIL
I.ocation: BREAKAWAY WEST, BUIIJiDING ' B 'Total Fees3 $11,312.44
ThiE Payment: $22O.OO ToLal AIJL Pmtsi 9fL,3L2.44
Balance: S0.00
ACCOUNT ITEM LIST:
Account Code DescriDt ion Current Pmtg
PF OO1OOOO31123OO PI.,AN CHECK FEES 220.OO
REVISION-TO TOWN OF VAIL BUILDING PERMIT
Separate Permits are required for electrical, plumbing, mechanical, etc.l
75 S. Frontage Rd.
Vail, Colorado 81657**All Revision submittals must include the Field Set of approved plans. No further inspectionsq! ***
CONTRACTOR INFORMATION
General Contractor:
.8" l6k
Town of Vail Reg. No.:Contact and Phone #'s:
frr k /'?o r,', 7:o -e 7.7-^,t9?:
ATTENTION: JOE,EI CHA4I,IE, GREG, CHRIS lffiratf,
conrractor
"rnn
r"r";/,y'U ._Z ln\ =-""^^" \
COMPLETE
l\..\
"'
i"'j' \'l
)NS EVALUATIONS FoR BUILDING PERilii*\ (Labor & Materials) U
REV]SED AMOUNT: $ELECTRICAL: $diH?q'<qvvt,U&J-P
PLUMBING:$MECHANICAL:$REreED TOTAL: $
For Parcel # Contact Assessors Office at 970-328-8640 or visit
eto3-or - o7 a 2 - q
Job Address: f/JJob Name: \l r. eakq.,._ro.
Subdivision: fLegal Description
REASON FOR REVISIONS:'Lu '7 e {'/'( V' 'r' l"
WorkClass: New() Addition( ) Remodel( ) Repairf{ Demo( ) Other( ) Reuitior"-
Does an EHU exist at this location: Yes ( ) No ( )Work Type: lnterior ( ) Exterior ({ Both ( )
Type of Bldg.: Singl+family ( ) Twefamily ( ) Multi-family ff Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building: 3No. of Existing Dwelling Units in this building:
No/Tvoe of Fireplaces Existinq: Gas Gas Loqs ( ) Wood/Pellet ( ) Wood Bu
: Gas Aooliances ( ) Gas Loos ( ) Wood/Pellet( ) Wood Burnino (NOT ALLOWED
a Fire Alarm Exist Yes ( )
***r******s***|.***#ffi***********itffiFoR OFFICE USE ONLY****#*+*,H*jt**t****,.t***,rl.j**********tt**.
F:\cdev\FORMS\Permits\Building\building_revision_4-1 8-2007.doc Page 1 of 1 4t18t2007
0ct-ll-07 l0:00a; tron-T0llll 0F l'AIL C0llltllil OEVEL0Plf,l{T 0?0179?152
Design Review Board
T-l?l P.001/002 F-oel
ACTION FORH
Deprrtment of Community Devaloptnent---
75 South Front gs Road, vail, colorado 81557
|ll: 97o.479.2139 fa'.r 970'479'2452
wehu www'vallgov'comccuU'llrr ggw.O.trtrt
Proiect Name:
Pl$ect DescrlPdottl
BREAKAWAY WEST CHANGE
3131 E AI.AMEDA fr'Z
OENVER
co 80209
APPUCANT TRD ARCHMCTS
TOM DUBOIS
Po Box 14!t2
VAIL. co 81658
u:aense: C000001769
ARCHMCT TRD ARCHM TS
TOM DU8OIs
PO BOX 14!12
VAIL
co E1658
. Lkense: C0m001769
ProlectAddrese: 913 LIONS RTDGE tPvAIL
BREAIq\,VAY WEST, BUILDING'B'
DnBilumbcn DR8070553
@MMON EI.EMENT.FIML APPROVAL roR A SIANGE 19 Tr|E APPROVED PITNS TO @VER
EcsnNG DEcKS wITH NoN-tdMdusntiG werenpnOOF grsrEM, coVER cEIUNG OF DEcIG
WITII SIDING
PartlciFnts:
owNER HOCKENsillITll, )AMES H. & MART10/0E/2007
.,7
LO I OE|ilOOT Phone: 970479-7387
10/08/2007 Phone: 970-479'7387
Locaton:
L€gal De3crlpuon: toc 8'3r Eloclc suDdhrislon: EREAI(AWAY WEST@NDO
Parcet l{umbg: 2103-014'0702'9
commatts:
Moddt Bv:
tLcon l BY:
Yob!
Condltiont:
BOARD/sTAFF ACIION
Actionl SfAFFAPR
DaEof APPnot a,r fuO|LUZWT
cond: I(P|.AN)INodlonsc€tothe'ePtant'nayb.mEdcryithoutthcwrittencqlscntofTowno'
Vail stiff and/or ttrc appropriate Gview committee(s)'
CoM:0
oot-ll-o? l0r00an Fronr-T0lll{ oF vAlL cofftllltY EVEL0PIII{T g?01?t?11? T'l2l P 002/00? t'0gl
(PIAN); DRB approtnl does rEt cofistiuE a permlt brlylYils' Phate onsult wl'dl
toryn of Vail zuifOlng perorrnel prior to construqtion actMues'
Cond: 201
DREapprovalsha|lnotoecornew|Hbr20daysfo||ot'JingthedaEofapproval.
@nd:Z0Z
APprwal of th'ls prsJed shail FPse and beqne roid one (1) year folhuJlng the date
offinalappronl,unlessahriHini;ttli;i*'ainacdnitnoaionlscommenced
an<l b diiiiently pur$led bv{ard cornplethn'
cond:coN000gl56
m"
"piiiilii'Jr,,r-n'
*nstwt $ese chang€s on e\,ery Sutldlng B, Break Away west
deck'
Cond; coN0009459
TheagD|kantd'allpairrt,stain,etc.thedeckcei|ing's"Hard|sofmrboardsto
mat:fi-fiiu hotu"ndt suing on Bulldlng I' Break Au'ay WGst'
Planncr: Blll Glbson DR! Fee Pairl: tzo'oo
o DEPARTMENT oF coMMt Nr'?o"urr-oPMENTTOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #: 806-0138
Project #: ??
Job Address.: 913 LIONS RIDGE LP VAIL Status.....: ISSUED
Location......: BREAKAWAY WEST, BUILDING'B' Applied...: 06/01/2006
Parcel No....: 21030140'1029 Issued ...: 06/26/2007
Expires...: 12/23/2007
o!\rNER HOCKENSMITH, iTAMES H. & MART06/OL/2OO6
-ltT
3]-3]. E ALAMEDA 802
DENVER
co 80209
APPLICANT BELFOR-RMCAT O5/OL/2OO6 Phone: 24a-594-3!88
185 OAKLAND AVENUE, STE 3OO
BIRMINGHAM
Mr 48009
License: 405-B
CONTRACTOR BELFOR-RMCAT O6/OL/20O6 Phone: 248-594-3188
]"85 OAKLAND AVENI'E, STE 3OO
BIRMINGIIAM
MI 48009
License: 405-B
Desciption:
COMMON ELEMENT-BREAKAWAY WEST-FIRE RESTORATION
Occupancy: R-2
Type Construction: V-A
Valuation: 1,000,000.00 Revision Valuation: ?? Total Sq Ft Added: 0
:|,r *:t* *:t:* t*:l * * a * t *lt:t't*'|* ** a * * * a tti
Building---> $s,508.75 Restuarant Plan Review-> So.oO Total Calculated Fees-> S11,Ol?.44
Plan Check--> 53,645.69 Recr€ation Fee--.-._> $O.OO Additional Fees-----> $?5.00
lnyestigation-> $o.oo TOTAL FEES-------> $11,017.44 Total Permit Fee-----> $11,092.44
Will Csll---> $3.00 Payments----------------> $11,092.44
BALANCE DUE-----> $o. oo
Approvals:rtem: 05100 BUILDING DEPARTMENT
O7/L8/2OO6 caunion Action: CR PLAN REVIEW
COMMENTS SENT TO ARCHITECT AND APPLICANT.
04/:".6/2007 cgunion Action: AP approved corrected
plans see file for al-l code review information
Item: 05400 PLANNING DEPARTMENT
06/02/2005 bgibson Action: Ap
03/29/2007 bgibson Action: DN 3 /2L/ o7 revisions
denied by planning - a.On review approval r"qrrit.a I
building entry addition
05/30/2007 bgibson Actlon: APCR The applicant
shall updated the building permit plan sheets A14, A15,
and A32 throuqh A37 to show the revised pitched roof
des j-gn.
Item: 05500 FIRE DEPARTMENT
O5/21/2OO7 mcgee Action: AP Sheet A-2. Exit
door from n6w stair appears to reduce exit width to 3
feet when the door is opened into the exit corridor.
FA-2 Unit 412 and 4l-3 smoke detector layout does not
appear to meet minimum code requirements.
FA-5 Unit 441- smoke detector layout does not appear to
meet minimum code requirements.
Fire sprinkler plans for
provide sufficient detail
Item: 05500 PUBLIC WORKS
03/23/2007 gc
Right of way.
See Conditions page of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Intemational Building and Residential Codes and other ordinances of the Town applicable therelo.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY Tf,LEPHONE AT 4?9-2149 OR AT OUR OFFICE FROM 8:00 AM .
sloped ceilings in units do not
for review.
Action: COND No staging on the
4 PM.
SIG TURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
vv
,|.'t*'f*:|.'}'|.**'t****{.*{.*:***,l.****!i**,i***:f,}*!i*'f:t*'}*+*f**!t*|i.!F:+x.*{.,t*'t*{.'t*'t*'|.***+++***'.****!|.'t****+*
CONDITIONS OF APPROVAL
Permit #: 806-0138 as of 06-26-2007 Status: ISSUED
:t**'**'1.'t*,1.*:********+++***********:l**{.f ****+**!t*+******+:t {.+*****'t*****,}*{.*'t+**+'f ** * *'1. **,1. ****:i*'f 't + +:t
'1.:1.
* '1.:1.1.,1.
PermitType: ADD/ALTMFBUILDPERMIT Applied: 06/0112006
Applicant: BELFOR-RMCAT Issued: 06/26/2007
248-594-3188 To Expire: 12/23/200'7
Job Address: 913 LIONS RIDGE LP VAIL
Location: BREAKAWAY WEST. BUILDING'B'
Parcef No: 210301407029
Description:
COMMON ELEMENT-BREAKAWAY WEST-FIRE RESTORATION
*,t*:t*************,1.***+++***i.*:1.'t*,1.**,1.*,i*****,t * * *COnditions. 'f +'t +:t,**'r**********************,t*'t*:I****!t**'t**
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: l4
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS To
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: I
(FIRE): FIRE DEPARTMENTAPPROVAL IS REQUIRED BEFORE AI\ry
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: l8
(BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R3l1.5 OF
THE 2OO3 IRC OR SECTION IOO9 OF THE 2OO3 IBC.
Cond: l9
(BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE
2OO3 IRC OR SECTION IOI2 OF TT{E 2OO3 IBC.
Cond: 39
(BLDG): EMERGENCY ESCAPE AND RESCUE OPENINCS ARE REQUIRED
TO MEET SECTION R3IO OF THE 2OO3 IRC OR SECTION IO25 OF THE
2003 IBC.
Cond: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE
A FOOTING INSPECTION WILL BE CALLED FOR.
*******,t,i**********t**'t **********'t*************t''t*tt*r'*************tl'******'|***********'|*'|*'|
TOWNOFVAIL. COLORADO Statement
t * ** {' * * 'lr***r'* *****'}*r} * * * * * * *r} * * * * * * * * * * ** * * * * * * * * * * * * * * * * t * *
'tr
lr * * * * * ,} * * * '} *t,r'r * * * * * * * * * ***t*'il'
St,atement Number: R070001.104 Amount: $7,446,15 05/26/200102202 PM
Payment, Method:Check Inits: DDG
Notationr Belfor ]-209LL4
Permit. No: B05 - 0138
Parcel No: 2f03 - Oj-4 - 07 02- 9
SiE,e Address: 913 IJIONS RIDGE
IJOCAE i-ON : BREAKAWAY VIEST,
T)4)e ! ADD/ALT MF BUITD PERMIT
I,P VAIL
BUII,DING 'B'
Total Fees: SlL, o92 .44
TotaL ALIJ Pmts: $!L, O92 .44
Balance: $0. 00
This PaymenE:i7,446.75
********'l**'l * * **** * * * * * *l ** t * * * * i**l.ii.* * * * * * ** * * * *'*'* * * * *'l* * * * **** ** * * '| * * * '| * * * * * * * * ** * * * * * * * *
ACCOUNT ITEM LIST:
Account Code Descript. ion Currents Pmtss
BP 001"00003111100
cL 00100003123000
PF 00100003112300
wc 00100003112800
BUII.DING PERMIT FEES
CONTRACTOR LICENSES
PI,AN CHECK FEES
WILL CALL INSPECTION FEE
5,508.75
75.00
1,750.00
3.00
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS
Project #:o5- oz
75 S. Frontage Rd.
Vail, Golorado 81657
8o6'ot38
OF LB IN PLI
Separate Permits aie required electrical, plumbing, mechan , etc.!
CONTRACTOR INFORMATTON
y' >rrat0 cl/ct -:ff(, -7"t?z
qE:cFil . ltdL.r.l Fax#|7ze - /t/s-Ztd
coMpLETE VALUATTONS FOR BU|LDING PERMIT bor & Materials
BUILDING: $ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL:$rorAL:$ / dd0,N0
For Parcel # C ontact Eagle County Assessors Office at 970-329-9640 or visit
Earpel#!/n'a -n,.d-fl-r--*
Job Name: ,6trlp/r",.ty /c'2 tr Job Address:
i7:j--'d-arLs 'il"'qE L'a/" *rrt4
Legal Description Lot:$-J ll Block:Filing:subdivision.fu rzr,t a,tv y'LL s, (/u o oOwners Name:enoff;4-ap+1ffiAddress:
ArchitecvDesioner:lJevl.,r' *7czzr,t *9rot;1i.,.f. ,/kr,tr * J"l
Ensinee..7o y En<i rrp o<Address:S-el 6. v*,rV a;t PhaneltLrT-.733 :fiDf
Detailed description 6f workr
--' Al-fk 2E!rc44 rtA/a'
WorkClass: New() Addition( ) Remodel ( ) Repair(/) Demo( ) orher( I.^,_-..'-.,-
WorkType: Interior([) Exterior( .) Both(ft Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single-famity ( ) Two-family @ Mu[itamity (p commercial ( ) Restaurant ( ) other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildino:
a
No/Type of Fireplace as Logs ( ) Wood/peilet ( ) Wood Burning ( )
Iqffype of Fireplaces as Logs ( ) wood/Pellet ( ) wood Burning (Nor ALLOWED)
Does a Fire Alarm Exist: Tesll--No (Does a Fire Sprinkler System Exist: Yes ( ) ffi
l=il vTFn-
llli
3 1 2006 il//l"l
OF VAIi ]
te ,at= \9
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ill
F: \cdev\FoRMS\Permits\Buitding\buitdingjermit.DOC Page 1 of 16
1
From: Chris GunionTo: Thomas R Du Bois; tom@seyferth.comDate: O1lO3l20O7 4:O3:17 PMSubjecfi Re: Breakaway West
I received the latest calculations for evaluation of Breakaway West 400 or "B" building.
As indicated in our previous meetings a complying means of egress is required in order to establish the
scores for the building. The reconstruction plans must include the means of egress construction plan.
Please do not resubmit plans without this.
The analysis of the building under the 1970 UBC confirms that the building height and stories does not
conform to the building code even at that time.
Here are my review commentrs based on the latest Table 3410.7 Compliance Alternatives.
3410.3.3 Vertical Openlngs
A score of 3.3 has been entered into this category. This is incorrect. The integrity of the vertical shafts in
the existing building was lo be evaluated. No informalion was received to date. From inspection of the
units that burned down it appears that there are unprotected vertical openings in the floors, ducts,
fireplaces etc. in the building that are less than t hour. These connect 5 floors (the 6th floor loft is allowed
to be open to the floor below).
-1(5X3.3)=-16.s
This yields a score of -16.5 for this category
3410.6.9 Fire Alarm System
Category d has been used and a score of 5 has been entered. This appears to be incorrect. This
requires an emergency voice/alarm communication system and fire command station per section 403.8
(high rise requirements), and other controls per IBC 91 1.
The fire alarm system proposed would most likely fall into category c and yield a score of 0. Please veriff
this with the Fire Protection Engineer and VFES.
3410.6.10 Smoke Control
A score of 3 has been entered. This is incorrect.
The building qualifies as category a.
This yields a score of O points for this category
3410.6.1 1 Means of Egress
A score of 0 has been entered into this category. This is incorrect. lf a new exit is not constructed, the
existing exits do not comply with the provisions of chapter 10, or existing fire esc€rpe provisions. The
unenclosed exterior exit stairs and egress balconies do not comply with many of the provisions of IBC
1009,1022.6, 1023.3.
There is no provisions in this section of the code for assigning even a negative score to a completely
non-compliant means of egress. In order to assign a score and complete the building evaluation, a
compliant means of egress is required.
The previous anal),Eis reviewed assumed the addition of a vertical exit enclosure as shown on the
documents prepared by Seyferth Associates.
3410.6.13 Maximum Exit Travel Distance
A score of 4.2t8 has been assigned. This is incorrect. The '\rcrst case" travel distance measurement
would be from the upper level 6th floor loft, not unit 44'l as calculated. The plans do not contain enough
information for me to calculate that distance. Please also refer to 3410.6.'1 1 . The exit travel distance
measurement must occur on a code complying means of egress, so that measurement may vary
depending on how the new exits are configured.
Please resubmit a completed Table 3410.7 Summary Sheet and associated revised documentation
showing minimum scores of 0 and revised plan sets in response to the plan review comments issued
7fiU2006.
Also please note,
The building permit application for this project has also expired. The building official may grant extensions
up to 90 days each. Please have the applicant request this in writing if the intent is to keep this application
valid. The building permitapplication number is 80SO138.
Extensive electrical work, concrete retraining wall, stairway, guardrail and flatwork has occured at
Breakaway West without any Town of Vail building permiis, electrical permils, or DRB approvals. A stop
work order has been posted on the site. Permits must be obtained for these items prior to issuance of any
other building permits at BreakalayWest.
Chris Gunion
LC.C. Plans Examiner
Town of Vail Building Safety and Inspection Services
970.479.2369
cgunion@vailgov.com
>>>'Thomas R Du Bois" <fdubois@att.nel> 1V20106 7'39 AM >>>
Chris,
Attached is the most cunent Compliance Alternative report showing compliance without adding the new
stair tower and fully sprinklering the entire Building 400.
Also attached is a code analysis of the existing building using the 1970 UBC for your information.
lf these are acceptable, we would like to formally submit it, dispense with lhe new stair and add a sprinkler
sptem to the entire building.
Thank 1ou,
Thomas R Du Bois AIA
TrD architects
PO Box 1492
Vail, CO 81658
lel:97047*7387
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VI. PROPOSEDTEXTAMENDMENTS
5-3-2: DEFINITIONS:
ACCOMMODATION LJNIT: Any room or group of rooms without kitchen facilities designed for or
adapted to occupancy by guests and accessible ftom common corridors, walks, or balconies without
passing through another accommodation unit or dwelling unit.
CERTIFIED SOLID FUEL BURNING DEVICE: A solid tuel buming device which is certified by the
ollution Conrol Division of the Colorado Departrnent of
Public Health and Environment to produce seven and five-tenths (7.5) grams ofparticulates per hour or
less. This shall include both catalytic and noncatalytic Phase II stoves as well as pellet bumers and any
other technology which can be shown to meet these emission criteria.
COMMON AREA: The lobby of any "lodge" (as that term is defined in Title 12, Chapter 2 of this Code),
the area of any condominium project available for the common use of all the unit owners and restauants
and bars.
DWELLING TINIT: Any room or group of rooms in a single-family, two-family or multiple-family
dwelling with kitchen facilities designed for or used by one family as an independent housekeeping unit.
GAS APPLI.ANCE : A fu lly sel f-contained, Un$ir:uitetllrlh L) listed and American Gas
Association (AGA) "fireplace" unit which doq(not require venting through a chimneylnd which does not
permit the use of solid fuel.
-?
GAS LOG FIREPLACE: A fireplace as defined below equipped with an AGA and UL listed artiftcial log;ilmja appro"eilfor rhe burning of natural gas.
REFUSE: All solid wastes, garbage and rubbish, whether combustible or noncombustible, including rubble.
RESTRICTED DWELLING UNIT:
A. Any dwelling unit which is restricted by the Zoning Code to be leased or rented for a period of not
less than thirty (30) consecutive days and which is required to be leased or rented to tenants who are full-
time employees in Eagle County. For the purposes of this definition, a full-time enployee shall be deemed
to be one who works an average ofnot less than thirty (30) hours per week.
B. Any dwelling unit which the Zoning Code prohibits from being subdivided or sold separately from
another dwelling unit.
SOLID zuEL BLIRNING DEVICE: Any fueplace, stove, firebox or device intended and/or used for the
purpose of burning wood, pulp, paper or other nonliquid or nongaseous fuel.
WOOD BURNING FIREPLACE: An open hearth or fre chamber or similar prepared place in which a fire
may be made and which is built in conjunction with a chimney. ( 1997 Code: Ord. 2l(1991) $ l)
5-3-4: PERMITTED DEVICES:
Certified solid fuel buming devices, gas appliances, and gas log fueplaces shall be permitted to be installed
or constructed in dwelling units, accommodation units, restricted dwelling units or common areas subject to
the following provisions:
A. Dwelling Units: Dwelling units shall contain not more than one certifred solid fuel buming device.
ias€€s.. +gt{a.p hff-ltf *B. Restricted Dwelling Units: Restricted dwelling units shall codtairi-not more thian one gas log
fireplace .
C. Accommodation Units: Accommodation units shall contain not more than one gas freplace oryh
ths-altern*ive;not more than one gas appliance. All gas fueplaces located in accommodation units shall
be constructed in such a nmnner that access to the frebox is prohibited except for the purposes ofrepair
and maintenance. A sign shall be placed on each fireplace unit reading: "Caution - Gas Fireplace Only." All
gas log fueplaces and gas appliances in accommodation units shall be equipped with a timing device or a
thermostat which shall cause an automatic shutoff of the fire for safety and conservation purposes.
D. Common Area: Any common area shall contain not more than one certified solid fuel buming
device, or h$s-altomati++one gas log fireplace@.
,.m
Attn:
Chris Botkin Jim Boyd Pam Brandmeyer
Warren Campbell George Chalberg Charlie Davis
Lorelei Donaldson Leslie Fordham Russ Forrest
Rachel Friede BillGibson John Gulick
Chris Gunion Greg Hall Stan Hahn
Fred Haslee Susie Huxford Sean Koenig
Tom Kassmel Mike McGee JR Mondragon
Sybill Navas Todd Oppenheimer .John Plano
David Rhoades Mike Rose Matt Royer
George Ruther Chad Salli Leonard Sandoval
Linn Schorr Suzanne Silverthorn Joe Suther
Steve Wright Greg Denckla
Development Review Team & Construction Update
Community Development Large Conference Room
Wednesday at 9:00am
January 3,2007
AGENDA
9:00 Development Review Team
Purpose: Provide coordination and input across Departments on proposed development proposals
Staff ltem / Tooic Description Time
CD 1. Building Department Updates 15 minutes
BG 2. Landmark - Discuss Fire Dept. Staging Areas
WC 3. Concert Hall Plaza- Discuss bus stop/ROW impacts
TK 4. Private Developer Guidelines
BG 5. Monogram - Conceptual site plan
RLF 6. Gas appliance restriction
1 0:30 Construction Update
Provide staff coordinalion on public and private construction projects
15 minutes
15 minutes
15 minutes
5 minutes
5 minutes
5 minutes
5 minutes
1.
2.
3.
Update from Lionshead - LS
Update from Village SB
Other ROWUtility lssues
10 minutes
10 minutes
10 minutes
Other -
DRB/PEC Updates
BRIAN SEYFERTH & ASSOCIA
o
TES, INC 5583 South Prince Street
Littleton, Colorado 801 20
Office:303-797-7772
Fax:303-797-7773
MENAORANDUM
To:Tom DuBois
CC: Chuck Sather - Beltbr, Gene Treppeda - Belfor
From: Tom Brunn
Date: Friday, Septernber 29,2006
Re: Breakarvay West
Chris Cunion, Plans Examiner, with the Town of Vail, called this week to discuss IBC Table
3410.7 that was reviewed in his office on September 12,2006. At that time he said that he
would revierv the forrn, with the back-up calculations, with Charlie Davis, the Chief Building
Official
"vith
the Torvn of Vail. Line items will be noted separately.
3410.6.1 - Building Height. Should use the height for the stack of units east of the "Fire
Stack" - 6 stories - and 52'-8".
3410.6.2 - Building Area - To use this number( 20.87) all of Building 400 would have to be
sprinklered.
3410.6.3 - Comparlrnentation - calculations OK
3410.6.4 - Tenant and Drvelling Unit Separations - calculations OK - need to verify any
existing problems rvith the units not damaged by fire.
3410.6.5 - Coridor rvalls - Calculations OK - no corridor walls - NA
3410.6.6 - Vertical Openings - Calculations OK - need to verify integrity of shafts for
fireplace flr-res for r,rnits rrot damaged by fire.
3410.6.7 - FIVAC Systerns - Calculations OK
3410.6.8 - Automatic Fire Detection - Calculations OK - Based on info from Perry
Matthews.
3410.6.9 - Fire Alarm System - Calculations OK - Based on info from Perry Matthews' -
need to check extent ofsensors in adjacent units not damaged by fire.
3410.6.10 - Smoke Control - Calculations OK
3410.6.11 - Means of Egress - Calculations OK
3410.6.12 - Dead Ends - Calculations OK - but could remove negative number by adding exit
stairs adjacent to unit 324.
3410.6.l3 - Maxirnum Exit Access Travel Distance - Calculations OK for fire stack. Should
look into distances lbr other units.
3410.6.14 - Elevatol Control - NA is an acceptable use since outside elevator has no impact
on fire spread for the building.
4 :.
September29,2@6
3410.6.15 - Means of Egress Lighting - Calculations OK based on new stair tower with
proper egress lighting and new egress lighting at each landing on the two existing exterior
stairways.
3410.6.16 - Mixed Occupancies - Calculations OK. All R-2 occupancies - therefore no mixed
occupancies.
3410.6,17 - Automatic Sprinklers - Calculations OK based on sprinklering only fire stack.
Based on information from Perry Matthews.
3410.6.18 - Incidential Use - NA is acceptable.
I informed Chris Gunion that you would be furishing up the project. He is expecting you to
follow up with him on these issues.
Please call ifyou have any questions.
Sincerely,
Tom Brunn
(303) 797-7772
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' TABIES4'o.7
SUTIIAtr SHEET _ BLN.q'{G @DE
ocopancy Ptoposcd mrpancy
fear boilding was oo""tnrc{err I q) 3_Number of srories G *'grlinfcl'. E7 LB u
T}peof constructio" Y\ fg V.. A
Percentage of oper perimeter G*l ga
C-ompletely suppe.rsed:'No
\\\
rating of vertical opening enclcures
Area per'floor
Perce|ttage of height rrdwtio %
Oorridor wall ruing I - * ou e
Requircd door cloeers:v*, r/ xo
of frvlC ,Vrt". Fn S€ o -o lyp KFD , ^- . R . . serving number of l*r* Q
u/ No
v/ No-
r,/ No- .
,/ no-
cxil acc€ss trvel diroto G4 \
Means of egrcss emcrgency lighting: yes f,/ No _
r. I + lNo ,fplicablc value to be insefied.
TABLE 3110.9
EYALT'ANOil FORIIUUISI
type and loc*ion
Elevator cotrtrols:
Mixed occupancies:
Yes
Yes ;-
fir€ detectiotr:Yqs
Yes
Yes
alilrn system:
Smoke aonEol:
Ad€quatccxitrc tes: yes
FS = FiIe Safety
ME = Mcms of Egress
GS = General Safety
Yes
-No
y'
Yes- No y'
GEIIERAL AAFETY
- b,b
1,lrt
NR
a
2
o
t). l,
N9
..1
AI(B I]{TERNATIOT{AL BIXu)IIG SODGG
:.1
MFS = Mandatory Fnc Safcty
MME = Maldamry McaDs of Egr"ss
MGS = Mandatory Gemral Safcty
310.6.4 Tcnant rnd Dwelhg Unit Sepsntions
3410.6.5 Conidor Walls
3410,6.8 Automatic Frrc Detectiol
3410.6.10 Sno&c contml
3410.6, I I Moans of Eg€ss
0.6.13 Maximun Exit Acccss Travcl DfuiaE
f 0.6. 16 Mixcd Occupsncies
I 0.6. I 7 Automrtic Spritrklers +2= |
FON ULA T.3409.7 !4199.0 scoRE Frss EA[.
FS-MFS >0 _LL_Br rrsl - 'lf_ cr,rpsl= - !13
ME-MME>O Z93f rr"o - !L fr"nq= -Et T
GS-MGS >0 18rL) rcsl - tA
a. FS = Fire
) t ,^a-f I'v , -
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EXISTING STBUCTURES
TABLE 3410.7
SUMMARY SHEET_ BUILDING CODE
Existing occupancy Proposed occupancy
Year building was constructed Number of stories
-
Height in feet
Area per floor
Percentage of height reduction
-7o
Corridor wa.ll raring --..-.-
Required door closers: Yes
-
Tlpe of construction
Percentage of open perimeter
-%
Completely suppressed: Yes
-No -
Compartmentation: Yes
-
No
-
No
Fire-resistance rating of vertical opening enclosures
Type of HVAC system , serving number of floon
Aulomatic fire detection: Yes
-
No-type and location
Fire alarm system:
Smoke control:
Yes
-
No-,
Yes
-
No-,
typ€
tyPe
Adequate exit routes: Yes
-No-
Dead ends:Yes
-
No
Maximum exit access travel dislance Elevator controls: Yes
-
No
-
Mixed occupancies: Yes- No
-
Means of egress emergency lighting: Yes No
SAFEW PARAMETERS FIRE SAFETY (FS)MEANS OF EGRESS (ME)GENERAL SAFETY (GS)
3410.6.1 Building Height
3410.6.2 Building Area
3410.6.3 ComDartmentation
3410.6.4 Tenant and Dwelling Unit Separations
3410.6.5 Conidor Walls
3410.6.6 Venical OD€ninss
3410.6.7 IryAC Syslems
3410.6.8 Automatic Fire Detecaion
3410.6.9 Fire Alarrn SYstem
3410.6.10 Smoke conuol
3410.6.1I Me€ns of Egr€ss
3410.6.12 Dead ends
3410.6.13 Maximum Exil Access Trav€l Dstarce
34 10.6. 14 Elevator Control
3410.6.15 Mearu of Esress Emersency Lighting
3410.6,16 Mixed Occupancies
3410.6. I 7 Auaomatic Sprinklers
3410.6. t8 Incidental Use
+2=
Buildins score - total value
* * * rNo applicable value !o be insened.
o
TABLE 3410.9
EVALUANON FORMULAS.
FOFUULA T.34{t9.7 T3/10S.8 PASS FAILSCORE
FS-MFS > 0 (FS)(MFS) =
ME-MME>O (ME)(MME)=
GS.MGS > O (GS)(MGs) =
8. FS = Fire Safety MFS = Mandatory Fire Safety
ME = Means of Egr€ss MME = Mandatory Means of Egrqss
CS = General Safety MOS = Mandatory General Safety
578
i-'
2MO INTERNATIONAL BUILDING CODE@
EXISTING STRUCTURES
TABLE 3410.7
SUMMARY SHEET _ BUILOING CODE
Existing occupancy Proposed occupancy
Yearbuildingwasconstructed-Numberofsiories-Heightinfeet
Typ€ of construction Area per floor
Percentage of height reduction
-%
Corridor wall rating
-
Required door closers: Yes
-No
Percentage of open perimeGr %
Completely suppressed: Yes
-No -
Compartmentation: Yes
-
No
-Fire-resistance rating of vertical opening enclosurcs
-Type of HVAC system , serving number of floors
Automatic fire detection: Yes
-No-
type and location
Fire alarm system: Yes
-
No-, type
-
Smoke control:Yes _ No-, type
Adequate exit routes: Yes
-No-
Dead ends:Yes-No
-
Maximum exit access travel distance Elevator controls: Yes
-
No
-
Mixed occupancies: Yes- No
-
Means of egress emergency lighting: Yes No
SAFETY PARAIIETERS RRE SAFETY (FS)EANS OF EGFESS (ME)GENEFAL SAFEW (GS)
3410.6.1 Building Height
3410.6.2 Building Arca
3410.6.3 ComDartmentation
3410,6.4 Tenant and Dwelling Unit Separations
3410.6.5 Corridor Walls
3410.6.6 Vertical Openinss
3410.6.7 HVAC Systems
3410.6.E Automatic Fire Detection
3410.6.9 Fire Alarm System
3410.6.10 Smoke contml
3410.6.1 I Means of Egress
3410.6.12 Dead ends
3410.6.13 Maximum Exit Access Tray€l Disaance
3410.6.14 Elevator Confiol
3410.6.15 Means of Egress Emergency Ughting
3410.6. l6 Mixed Occupanci€s
3410.6. l7 Automatic Sprioklers
3410.6.18 Incidetrlal Use
+2=
Building scorr - total value
* + * 'No applicable value o be insened.
TABL€ 3410.9
EVALUATION FORMULAS.
FORMULA T.340S.7 T.3409.8 SCORE PASS FAIL
FS.MFS > O (FS)(MFs) =
ME-MME>O (ME)(MME)=
GS.MGS > O (GS)(MGs) =
a. FS = Firc Safety MFS = Mandatory Fire Safeg
ME = Means of Egr€ss MME = Mandatory Means of Egress
GS = General Safety MGS = Mandatory General Safety
578 20ffi INTERNATIONAL BUILDING CODE@
EXISNNG STRUCTURES
TABLE 3410.7
SUMMARY SHEET - BUILOING CODE
Existing occupancy Proposed occupancy
-
Number of stories
-
Height in feetYear buildins was constructed
Tlpe of construction Area per floor
Percentage of open peimeter
-Eo
Completely suppressed: Yes
-No -
Compartmentation: Yes
-
No
-Fire-resistance rating of vertical opening enclosures
-
Percentage of height reduction
-7o
Corridor wa.ll rating --
Required door closers: Yes
-
No
Type of HVAC system , serving number of floors
Automatic fire detection: Yes
-
No-,type and location
type
-
Iype
-
Fire alarm system:
Smoke control:
Yes
-
No_,
Yes _ No_,
Adequate exit routes: Yes
-No-
Dead ends:Yes
-
No
Marimum exit access travel distance Elevator controls: Yes
-
No
Mixed occupancies: Yes- No
-
Means of egress emergency lighting: Yes No
SAFETY PARAMETEFS FIRE SAFETY (FS}MEANS OF EGRESS (ME)GENERAL SAFEW (GS)
3410.6.1 Building H€ight
3410.6.2 Building Arca
3410.6.3 ComDartnentation
3410.6.4 Tenant at|d Dwellilg Unit Separations
3410.6.5 Conidor Walls
3410.6.6 Venical Openhss
3410.6.7 HVAC Systems
3410.6.8 Automatic Firc Detection
3410.6.9 Firc Alam Svstem
3410.6.10 Smoke contol
3410.6.1I Means of Egress
3410-6.12 Dead €nds
3410.6.13 Maximum Exit Access Ttavel Distance
3410.6. 14 Elevator Control
3410.6.15 Means of Egress Emergency Lighting
3410.6.16 Mixed Occupancies
3410.6. U Automatic Sprinklers
3410.6.18 Incidental Use
Building score - lotal value
| | | 'No applicable value to be inserted.
TABLE 3410.9
EVALUATION FORMULAS.
FORMULA T.3409,7 T.3409.8 PASS FAILSCORE
FS.MFS > O (FS)(MFS) =
ME-MME>O (ME)(MME) =
GS.MGS > O (cs)- (MGS) =
a. FS = FL€ Safety MFS = Mandatory Fire Safely
ME = Means of Egr"ss MME = Mandatory Means of Egress
GS = General Safety MGS = Mandatory General Safety
578
:
2OqT INTERNATIONAL BUILDING CODE@
Depaftment of Cammunity Development
Building Safety and Inspection Seruices
75 South Frontage Road
Vail, Colorado 81657
9704n-2138 -
FA,Y 97M79-2452
www.vailgov.com
BUILDING SAFEW AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
FM/Email #: ray.sword@us,belfor.com bsa@seyferth.com
Contractor/Applicant
Belfor
Ray Sword
Architect
Brian Seyferth Associates Inc.
proj# 05211
4
Chris Gunion, Building Plans Examiner.
0711812006
806-0138
Breakaway West Condos
963 Lionsridge Loop
R-2
?
6
t5,997
NUMBER OF PAGES:
FROM:
DATE:
BUILDING PERMIT #:
OWNERS NAME:
SITE ADDRESS:
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION:
NUMBER OF STORIES:
BUILDING AREA:
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003 International ResidentialCode, 2003International Mechanical
Code, 2003International FuelGas Code, 2003International Plumbing Code, 2003 International
Energy Conservation Code and 2002 National Electrical Code as modified and adopted by the Town of
Vail.
The following comments wiII nd to be addrcssed prior to issuance of a building permit:
For processing:
o Please submit four complete sets of revised construction documents containing the requested
information with all plan revision items clouded or otherwise identifled.
o Please respond in writing to each comment b)Lmarkingthe attached list or creating a response
letter. Indicate which plan sheet. detail, soecification, or calculation shows the requested
information. Please send revisions to the attention of the olans examiner with the buildino
permit application number noted.
o Please be sure to include on the resubmitLal the engineer's or architect's "wet" stamo, sianature,
registration number and date on the cover page of anv structural calculationS, all structural
details and structural sheets of the olans. For commercial or multi-family projects all sheets of
the plans must be stamoed.
Complete fire sprinkler and fire alarm plans and permit applications must be submitted for Vail Fire
and Emergency Services review. Plans attached to the building permit seb indicate "not for
construction".
ArchitecturalComments: /i J t The proposed reconstruction of building B exceeds the maximum allowable stories and height for V-A
construction, Refer to IBC table 503 for minimum construction type for this building. A fire wall per
IBC 705 would be reguired to separate the existing portion of building B with from the area of
reconstruction to define separate buildings and separate types of construction. IBC 3403.1 does not
permit reconstruction of a building that is not in compliance with the 2003 IBC.
i 2 Amend plans to provide a complete means of egress plan for the building per IBC ch. 10, Include
occupant load totals from adjacent building A that shares the means of egress system.
'/ 3 Amend plans. Exterior exit stainarays and egress balconies shall comply with IBC 1022 and,1013.5.
| 4 Exterior exit stairways and egress balconies shall comply with the construction type of the building.
IBC 714.s
"/ 5 Separation from the interior of the building with fire resistive construction and protected openings are
required for the exterior exit stainruays and egress balconies per IBC 1022 and 1013.5.1.
>6
7
Exterior egress balconies and stainruays must be protected from accumulation of snow and ice per
I8C.1009.5.2 and IBC 1013.5. -- Meu 5 rnrn .ti*.lt r is {6 e 4s+}. Kua p {"oo; rJh L., lvMfrn
."s;Iolf.'o"9'f*st,,.tfr ',''[Brffi,,Hil;-.gd;?r"+#.,r,mwlg-f$.:;.1013.3
Kgourra4 GI n<,.., ft,8 Common path of egress travel from unit 431 is 83'. This exceeds the maximum 75' allowed per IBC
1013.3 ,b t.{<€,t ouu67 a ,, N t_.+. 5 .v-n
,","
9 Common path of egress travel from unit 441 is 86'. This exceeds the maximum 75'allowed per IBC1013.3 \.i
10 Exittraveldistancefromunit44!is256'. Thisexceedsthemaximum200'allowedperIBCl0l5.1.
Building B is proposed a paftially sprinkled, and does not qualify for travel distance increase for
building equipped throughout with a fire sprinkler system. '\
11 Include a means of egress plan for the portions of the building which exit through the ground floor
vestibule. Show occupant loads from pool deck and parking garage, provide exit width per IBC ch.10. /
12 Amend plans to provide t hour fire resistive construction on the eKerior of walls where fire
separation distance is less than 5'between building A and building B. IBC 704.5,IBC table 602.
L/'
13 Handrails are required on both sides of ground floor vestibule stairway. Section 505 ANSI 117.1 1998
14 Show accessible route to the ground floor vestibule, bathrooms and other common area. ANSI 117.1
1998
15 Provide minimum clearances at the door from ground floor vestibule to bathroom hall. Table
40r'.2.4.L ANSI 117.1 1998.
\/
16 Amend corridor width in unit kitchen and back of fireplace between water heater closet areas to a
minimum 36" width. IBC 1016 ,"
17 Amend stairway design to unit 441 loft to comply with IBC. Minimum 36" landings are required, stair
rise/run shall comply with IBC 1009. /'
18 Revise ceiling height in the exercise. A minimum of 7-6" is required. IBC ll}d. l2(8
19 Revise detail 4/A27. The building paper must lap into the weep screed. IBC 25L2.1.2
Revise notes and specification the building paper under the proposed exterior stucco system to
comply with IBC 2510.6 v.
20 Include a complete submittal and ICC ES report for the adhered stone veneer shown on the plans.
Review building elevations for compliance with the maximum installation height for the proposed
product
21 Include a complete submittal and ICC ES repoft for the polyisoryanurate insulation proposed to be
installed on the exterior wap. Compliance with IBC 2603.5 is required.
Structural Comments:
22 Specify design criteria used in structural design:
Include all required information per IBC 1603.1.5. This information shall be shown on the plans
regardless whether seismic loads govem the design of the building,
23 Include all required information per IBC 1603.1.4,
24 Include a key plan for the different colored and shaded areas ofthe plans.
Plumbino Comments:
25 Show piping and discharge location for WH-l temperature and pressure relief valve.
26 Include water piping and D\IVV piping plan with sizing for the piping shown on P-2 sheet.
27 Include a gas piping plan. IFGC.
Mechanical Comments:
28 Revise combustion air opening location. Doors into the mechanical room are not open to the
e*erior. The vestibule area is enclosed. IFGC.
29 Include an equipment schedule and equipment layout plan for the mechanical room.
30 Submit complete information for all fireplaces.
Electrical comments:
31 Provide exit lighting and means of egress illumination for the exterior exit stairways and egress
balconies. IBC 1006 and 1011.
32 Provide disconnect at FC-1. (typical)
33 Provide disconned/cord for water heater. (typical)
' 34 Dwg E-2: Worknote #4 is requiring arc fault protection, Do you mean ground fault protection rather
than arc fault protection?
35 Dwg E-2: All egress fixtures including Type Z1 Fixture to have battery backup'
36 Dwg E-3: All kitchen countertop receptacles to have GFIC protection per NEC 210.(AXg). (typical)
37 Dwg E-3: Panelboards require 30 inch wide working space and 36" front space per NEC 110.26(2)
(typical)
38 Dwg E-8: Provide GFIC protection for heat tape branch circuits per NEC 210.8(3).
39 Add note that any existing Type NM cable within the project space shall be removed and replaced
with approved conduit/cabling.
40 Provide a load calculation to show existing and new HP loads.
Please refer to the cover sheet for information on resubmitting plans, In order to avoid delays in issuance of
a permi!, please check fll requested information is included with the resubmitted plans. Please submit
revised plans as a comptete set. Partial plan rcsubmittals will not be reviewed.
Chris Gunion
LC.C. Plans Examiner
Town of Vail Building Safety and Inspection Services
970.479.2369 -
caunion@vailgov.com
F: \cdev\CHRIS\PERMIT.COMMENTS\806-0 138\806-0138.DOC
,,,,,,n,O STRUCTURES . O ..1 .
WAr-a.'*, vhr (^ot,^,r,,,. aw M** viPl ftT w ttt'trYS
(^t'^'Hfi l'-)-.-\
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TABLE 3410.7
SUI'MARY SHEET _ BUILDING CODE
Ex.isting occupancy Proposed occupancy
Year buildins was constructed Number of stories
-
Height in feet
Tlpe of construction Area per floor
Percentage of open perimeter
-%
Completely suppressed: Yes
-No -
Comparunentation: Yes
-No -
Percentage of height rcduction-%
Corridor wall rating
-
Required door closers: Yes
-
No
Fire-resistance rating of vertical opening enclosures -
Tlpe of HVAC system , serving number of floors
-Automatic fire detection: Yes
-
No-, type and location
Fire alarm system: Yes
-No-
type
-
Smoke control:Yes
-
No-, type
Adeouate exit roules: Yes No
Maxirnum exit access travel distance
Dead ends:Yes
-
No
Means of egress emergency lighting: Yes No
Elevator controls: Yes
-No
Mixed occupancies: Yes- No
SAFETY PARAMETERS RRE SAFETY (FS)IIEANS OF EGRESS (ME)GENEBAL SAFETY (GS)
3410.6.1 Building Height
3410.6.2 Building Area
341 0.6.3 ComDartmentation
-q'q
,1110
-01,7
.06( D
D
-1.7
.1r40
3410.6.4 Tenant atrd Dw€lling Unit Sepantions
3410.6.5 Conidor Walls
34 10.6.6 V€rtical Openinss
o
VA
- 13.5
oyi
-l L,t
o
VA
-tt.5
3410.6.? HVAC Systems
34I0.6.E Automaaic Firs Detection
3410.6.9 Fire Alarm Svstem
5
6o
5
b
o
s
Lo
3410.6.10 Smoke contlol
3410.6. t I Means of Egrcss
3410.6.12 Dead ends
Io-z
3o
-?.
3410.6.13 Maximum Exit Acc€ss Travel Distance
34 I 0.6. l4 Elevator Control
3410.6.15 Means of Eqress Emersency Lishtins
J7'L
b
o
tr6o
o
3410.6. l6 Mixed Occupancies
34 10.6. I 7 Aulomatic Sprinklers
3410.6.18 Incidental Use
o-3b -3*z= -l.fo
e-3o
Bullding score - total Yalue -11,53 - tA3 -2,qs
* * * *No applicable value to be insened.
TABLE 3410.9
EVALUATION FOBMULAS.
FORMULA T.3409.7 T.3409.8 SCORE PASS FAIL
FS-MFS > 0 -lff1 GS) - l? trypsl= -A&x
ME-MME>O -I.-tl (ME) - 3n (MME)= -$_tl x
GS-MGS > 0 -?qa (cs) - \+ (MGS)= --rl_4 Y
a. FS = Fire Safety MFS = Mandatory Firc Safety
ME = Means of Egress MME = Mandatory Means of Egress
GS = General Safety MGS = Mandaory Getreral Safety
578 2OO3 INTERNATIONAL BUILDING CODE@
- EXISTING STRUCTURES sril.A f,*sr,n,,*Q* wAva* Ewnr )
\ f+err<wr $urr'4r,'Q- $ '/bE6{
?,/y.)
Br0k 6
CASfu'rttl- U'lt
TABLE 3410.7
fi.D SUMMARY SHEET - BUILDING CODE
Existing occupancy Proposed occupancy
Year buildine was constructed Number of stories _ Height in feet
T1,pe of construction Area per floor
Percentage of open perimet'€r qa
Completely suppressed: Yes
-No -
Compartmentation: Yes
-
No
-
Percentage of height rcduction
-7o
Corridor wall nting
-
Required door closers: Yes
-
No
Fire-resistance rating of vertical opening enclosures
Tlpe of HVAC system , serving number of floors
Automatic fire detection: Yes
-
No-, type and location
Fire alarm system: Yes
-
No- type
-
Smoke control:Yes _ No_, type
Adequate exit r0utes: Yes _No-Dead ends:Yes
-
No
Maximum exit access travel distance Elevator controls: Yes
-No
-
Mixed occupancies: Yes- No
-
Means of egress emergency lighting: Yes No
SAFETY PARAIIIETERS FIRE SAFETY (FSI iIEANS OF EGRESS (ME)GENERAL SAFEW (GS)
3410.6.1 Building Height
3410.6.2 Building Area
34 10.6.3 Companmentation
- L.(u,fro
'La2..?l
o
-5.170.*t
b
3410.6.4 Tenant and Dwellhg Ullit Separations
3410.6.5 Conidor Walls
3410.6.6 Venical Openines
o
tt ll** -t1.1
,,lA3, -tL.s
6
"lA* iA.S
3410.6,7 HVAC Systems
3410.6.8 Autonatic Fire Detection
3410.6.9 Fire Alarm SYstem
5
L
t>
5
6
b
5I
6
3410.6.10 Smok€ control
3410.6.t 1 Means of Egress
3410.6.12 Dead ends
?o-3
,-
3,-3
-7
3410.6.13 Maximum Exit Access Travel Distance
3410.6. I 4 Elevator Control
3410.6.15 Means of Esress Emersency Lishtinc
t3.sbt
ta6e
o
3410.6.16 Mixed Occupancies
3410.6. 17 Automatic Sprinklen
3410.6.18 Incidental Use
o|.t
v 1+2=L
o
o!t
6
Building scor€ - total value 38.s+.+s,ttr 41't+
* * * *No applicable value to be inserted.
TABLE 3410.9
EVALUATTON FOBMULAS.
FORIIULA T.3409.7 T3409.8 SCORE PASS FAIL
FS.MFS > O 3s.5+(FS)I J rupsl =LlJ'1
ME.MME>O 13 ,t't (ME) - }L (MME)=utt
GS-MGS > 0 ka]l1.(Gs)7"t Otacsl =tTtt
a. FS = Fire Safety
ME = Mesns of Egress
GS = General Safety
MFS = Mandatory Fire Safety
MME = Mandatory Mears of Egress
MGS = Mandatory General Safety
2flI3 INTEHNATIONAL BUILDING COOE@
. r \r \Aq -- (zJo tTz {loD /( re,o:L - 4 t*ro
-
\yr ry: .ott5
\l or'(o
^lD g = #,oi'11
Lf lo"iD
9eo 2y = ,oe11
tlt tl-t o
L{* Yoj
hr,fD ,jS \rt
urr* y =.D111
vnOl'10
5{'}l W = .ot?Lr
qla!t'
4r^.9 [ '- 6.rrr.ef =
rLbo L )
w. ,,r
$g(q*'( \/A4q03' (T
ao r- 52,3' ,:Z r15=
G>
51-'5' 15 Vwt- Ltg<,e- Vl^4tfr
--
\l/tt't1 vX6E glop€9
A5: Y
(+s' L'
f n-,Dorr =F;;-l e=- ueE\'-' l-/
.g(lSNNG STFUCTURES
s- Pg = Fue Safety
NIE = Mcans ofEglss
GS = Gcncral Safcty
578
TABLE 3410.7
SUiIMAEY SHEET _ BT,|LDING CODE
TABLE 3410.9
EVALUATION FORi'ULAS'.
MFS = Mandarory Fue SaftR
MME = Mandatory Mcans of Egrcss
MGS = Mandatory Geocr.l Ss&ty
z(xx| INTERNATIONAL BUILDING E!DB9
Exisring ceupancy K-Z K€< tDc,,tFr'"t r, ( ?r,rr,o-..,11,
Ycar building was con**"t"a | 4 7 '.r r/h
TVDe of construcrbn . i U r" e \/ .|-\
Pcrcenrage of opcn pcrtnear ..G-J qb
Complet€ty suppress€d: Yes
-No
y'
Companmentatio NA Yes
-No
FirE-rasictance rating of venical opening cnclosures
Tlpc of HVAC
Yes V No-
Ycs y' no
Ycs '/ No-
Yes y' No-
G4l
Ptoposed ocarpancy F-7 F€+lo(,t)-tTrrr ( ,r"tb,'r*"
Nunbcr of srories 5 Hagnt in reet 43t'I{ n
er*rxra* 794?' +r+r, ZLbb evdol.at
I
Porcentage of hcight reducrion %
1- :'.-'-"'-
Coridor walt rating ( "€,r4R\-----___/
Requircd door closcrs: Yes r' No
serving number of floors l.t
typc ard location Ftr r,l,lrlr\S i Pg0poc.r n^<,
type i+f--tr' rr PY 4 c}{lRc
t5ac ?[rilrI!,,,Gvr" -n: Bp,> Rrar rnlr<.r
o-u*of*'- tl'-j:1-ves ,/ xo
Elevstor controls: Yes
-No
J
Mrcd occupancics: Yes- No r'
Autornatic firp detection:
Fire alarm system:
Smoke control:
Adequare erit ro0rca:
Maximum cxit acccss travel distanc€
Mcans of qgress emcrgency lighting:Yes y' No
SI4IEIY PAMMETEFS FIRE SAFEIY {FS}EAI{S OF EGBESS {XEl GENENAL SAFETY IGS)
3410.6.1 Building Hcight
3410.6.2 Building nrca
3410.63 Crmpatuncalslion
zivt*
O
*3.?
zlJ, g7
I
- 5,:,20,81o
3410.6.4 Tenrnt and Dvclling Unit Scparations
3410.6J Coridor Walts
3410.6.6 Vccical Opcoings
NA
3, ),
<J
t\ts
?.:-
C)
F{[
t.B
3410.6.7 HVAC Systcms
3410.6.8 Automstic Firc Dcrccfioo
341 0.6.9 Ft'r Alarm SysEm
5(t
5
<t
6
,
G
3410.6. l0 Smoke cosrrol
3410.6.1 I Mcans of Egress
3410,6.12 Dead eads -z
,
<9
3O-z
341O.6.13 Maxfuu.m Exit Acc€ss Trrvcl Distrncc
34 10.6.14 Elet/ar6 Control
3410.6.15 Mcans of Egrcss Emcrgqcry Lighting
l lrg
N?(>
\3,Q
NP
O
34f 0.6. 16 lvfi red Ocopancies
34 I 0.6. I 7 Autonratic Sprinklcrg
3410.6. l8 Incidental Use
a.,
NA f-+2= [t{a
(-)
t-t\\
Bgilding score - btol yalue 1T, ,t?52.{ t ,3 41
| * . iNo applicable value to ba inscrtcd-
FOBUULA T340e,7 T3/00s-8 SOOBE FASS FAIL
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6
FAY ENGIilEERING CORP.s2or E. 48THAVE. / DENVER, CA SO2t6,/ 303-333"5209
November 2{1. 2006
lr{r, Gene 1'reppeda
Belfor
4690 Joliet Strcet
l)ew'er. Co 80239
s9[eggp&ds(urs.helfqr"-c-em
SI,}RJECT:
REIT,RENCTi:
l'emporlry Shoring
Breakaway Wcst
961 Lions Ridge Lr:op
Building 400
Vail. Cokrrado
Our h'ile Nunrher; 05-323
Dear Mr. Treppeda:
We visited the sub.lect site on October 25 and I'iovember 10. 2006 in onler to review
tcmp{}rary shoring as spscified in our December I I, 2005 Temporary Shoring & Reinforcetnents
specification and as amended in our l)ccember ?8, 2005. I;ebruar-r- 3. 2006 and Febnmry I l,
2006 leltcm. At this time. the temporar; shoring has bern installe<i in accordance wirh our
specification and amendcd letters.
During the course ol'our Novernbsr I0. 2006 visit. wc obsen.cd subsequcnt crushing of
the second floor over the nerrlh-south oriented interir:r masonry rv*lls. In addirion lo our previous
speci{ication and urrended letters, aclditional blocking nnd stud inslalhtion was requested. I}ased
on a November 17 ,2006 visit and subsequent phcltographs ns enclosed, the additional blocking
and studs have nolv been installc-d in accordance with or.rr recommcndations.
If there are qucslions or if we can be ol'furlher assistance. pleasc call.
Sincerel;.'.
FAY T]I{GINIJIRING CORP.
4A11+l
r : u, r flp\ o,,1u,,.'1 J'ffi fF:rr"-- \t
w ww .l a1yt::t1ii n('i'r I rliJ (:r jilt ,' i.l1!1: l'li.ivurt(j4ltirin(l.aCn .. I AX .10.i :il<i 0t;8 /
!\,1r. (isne l reppeda
8[.:Lr:OR
4690 Joliet St-eet
tlenvcr. Co 80239
trenc.trsooeda:nf u!.t'!-l h)r.conl
05-3li l'age 2
Mr. Tonr Brunn
Ilrian Seylenh & Associates
tom{jllre}ltrth.qem
Mr. Ra"v Stl'ord
Beltbr
ll al'. srvtr rd r$;5hgljb,rgg
Mr. Charlie Davis
Yail Iluilding Dtpadment
cdavisOvailgrrr'.com
Mr. Chris (iturion
Vail Building Dcparirlcnt
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Questions? Call the Building
o
Tea m at479-2325
Department of Community Development
Project Name:&e4x uxl /t1rgZ'
Project Addressft63 /;atu3,trLte foap d O
This Checklist must be omoleted before a Building Permit apoliation is
arcoteld.
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
Plan Check Fee required at submittal for projects valued over $100,000.00 (see attached fee
schedule)
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaoe
allowed on roadwavs and shoulderc without written aooroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(3 sets for remodels, 4 sets of plans for SFR
and Duplex, 5 sets of plans for Multi-Family and Commercial Buildings)
Window and door schedule
Full structural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on structural plans (All @mmercial and Muhi Family)
Soib Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and guantity of fireplaces shown
i
Applicanfs Signature:
Dateof subm ttt t. /"t/a--i---------
Received By:
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F:\cdev\FORMS\Permits\Building\buildingJermit.DOC Page 2 of 15 02109/200s
PI.AN CHECK FEES TABLE
Depaftment of Commun ity Development
Building Safety and Inspdion Sen/i6
75 Sia.uth ftonbge Rud
Vail, Colondo 81657
970479-2138
Fil( 970479-2452
www.vailgov,on
Plan check fees are required for projects with a valuation over $100,000, at the time of Building permit
submitbal. Please use the table below to calculate your plan check fee total.
$100,000-$150,000 Multiply by
$150,00 1-$250,000 Multiply by
$250,00 1-$400,000 Multiply by
$401,000-$750,000 Multiply by
$750,001-$ 1,000,000 Multiply by
.0055 of Valuation Total
.005 of Valuation Total
.0045 of Valuation Total
.004 of Valuation Total
.0035 of Valuation Total
Valuations over $1,000,000 will be calculated by the Town of Vail Building Department.
If you have any fufther questions, please contact the Town of Vail Building Department at970-479-2128.
:
Page 3 of 16F:\cdev\FoRMS\Permits\Euilding\buildingJermit.DOC 02109l2oos
WHEN A *PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLTOWING QUESTIONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
o Is this a new residence? YES- NO K
o Does demolition work being performed require the use of the Rightof-Way, easements or
public property?YES-NO F
o Is any utility work needed? YES-NO---K-
o Are there any improvemenE being done to the driveway? YES
-NO---K
o Is a different access needed to the site other than the existing driveway? YES NO----g-
o Is any drainage work being done that affects the Right-of-Way, easements, or public property?YEs_ No_14___
^ ,'t.//
Z{eru:4
Cofrioanv Name
Is a "Revocable Right-of-Way Permifl required? YES- NO-g-
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES_ NO____E_
If answer it NO, is a parking, staging or fencing plan required by Public Works?
YES_ NO____l(_
If you have answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permif'applications may be obtained at the Public Works office or at Community Development (a sample is
attached). If you have any questions please call Leonard Sandoval in Public Works at 970479-2198.
I HAVE READ AND/NSWERED ALL THE ABOVE QUESNONS.
pany Name
Job or Project Name:
Datesigned: s7-4
PRJ #:
F:\cdev\FoRMS\Permits\Building\buildingJrermit. Doc Page 7 of 16
o
APPLICATION
FORTOWN OF VAIL
PUBLIC WAY PERMIT 20 BIdg. Permit #: B
PW #:
Parcel #:
Job Name Street Addr€ss
)(Ifunknown call
479-2 | 39)
Excavating Contractor Name Mail Address TOV Contractor License Number - REQUIRED
Phone #
2
Start Date
4. Work is for (circle one) Water Sewer Gss Electric Telephone CATV Lrndscaping Temp. Site Accesc
Other
5. Trench-width
(min. 4')
Length Depth
Total SF $
Bond Amount $Permit Fee $
Total LF
Total Permit Fee $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED.
Rubber out-riggers are required on occavating equipment when working on asphalt. Asphalt surfac€s undemeath the bucket and lugs shall
be protected at all times.
A signature below indicates a review ofthe area and utility locations and approval. Once all utility company signatures are obtained ,
permittee has option of routing applicrtion through the Public Works office to obtain the necessary To*n of Vail signatures.
Please allow up to one week to process.
Xcel Energy / Public Service Company (1-800-922-1987)
Xcel Enagy High Pressure (l -800-922-1987)
Quest (1-800-922-l 987)
zipCity
6.
7.
Comcast Cable (l -800-922- 1987)
Eagle River Water & Sanitation Distict (970-476-7480, ext. 1 14)
Holy Cross Electric Company ( I -800 -922-198
Town of Vail Electricians (970-479-2158)
Town of Vail Irrigation (970479-2158)
THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be submitted and approved by thc Public Works Dcpartrnent
prior to issuancc of thc pcrmit.
9. All excavat'ion must be done bv hand within I 8" of utilities - (Senate Bill 172).
10. Pcrnrittce must contact the Public Works Depanment at 476-2198 2+ hours prior t(.r comnrencine of wort. Failure to Notifi the Town will result in
forfeiture of bond money. Scheduled inspections that are not ready may rcsult in the Town charging the contractor a reinspection fee.
l l. I certiry that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility Company agreements, signed
by me, and will abide by the samg and that all utilities have been notified as required.
Contractor's Signature of Agre€ment Prinl name clearlv
ATTACH PLAN OF WORK INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAI\
Show street with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
Date of si gnature
White - Public Works
Yellow - Contractor
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
i- -ildin g\bui lding3ermit.DOC Page I of 16 02/09lz00s
o
How it relats to Building Permits:
If yes was answered to any of the questions then a "Public Way" permit is required. You can pick up an
application at either Community Development located at 75 South Frontage Road or Public Works, located at
1309 Elkhorn Drive.
application. Some utility companies require up to 48 hours notice to schedule a locate.
F A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan
may also be used. This plan will show locations of all faffic control devices (signs, cones, etc,) and the work
zone, (area of construction, staging, etc.). This plan will expire on November 1$ and will need to be resubmitted
for consideration for approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
This may be drawn on the traffic control plan or a site plan for the job.
Town of Vail elecbicians and irrigation crew. The locates take place in the morning, but may require up to 48
hours to pdrform.
) The Public Work Construction Inspector will review the application and approve or deny the permit. You will be
contacted as to the status and any requirements that may be needed. Most permits are released 48 hours of
being received, but please allow up to one (1) week to process.
F As soon as the permit is approved, the Building Deparbnent will be notified, allowing the "Building Permit" to be
released. Please do not confuse the "Public Way Permit" with the "Building Permit".
November 15th. A new Public Way Permit is required each year if work is not complete. Re-
application each November 15s does not mean an automatic renewal.
I have read and underctand the above.
,r' ,2,2 z.?- -4' - z7
Sigr6tfr6''z
,//5'"' '
oate slirel-
F:\cdev\FORMS\Permits\Building\buildingJrermit.DOC Page 9 of 16 0210912005
Please read and check off each of the items below:
The Town of vail Building Departrnent has developed the folloning procedures to ensure trat new construction
sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or
streets.
The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of
Vail roads or streets and the installation of temporary or permanent culvefts at access points ftom the road or
street onto the construction site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Departnent for footngs, temporary electical or any other inspection. Please call Leonard
Sandovaf at970'479-2L98 to request an inspection from the Public Works Departmenl Allow minimum of 24
hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage and culveft installation with
resulting road patching as necessary. Such approval must be obtained prior to any Flnal Certificate of Occupancy
issuance.
Agreed to by:
Print Name
Signature
Project Name:
Date Signed:
F:\cdev\FoRMS\Permib\Building\buildingJrermit.DOC Page 10 of 16 0210912005
MATERIAL STORAGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to
be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any
street, sidewalk, alley or public place, or any portion thereof,
Notice; Abatemen[ The Director of Public Works may notiff and require any person who violates or causes another
to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or
causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or
material within twenty four (24) hours after receipt of said notice by the Director of Public Work. In the event the
person so notified does not comply with the notice within the period of time herein specified, the Director of Public
Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other
material to be removed from any street or alley at the expense of the notified.
Summons and Penaltyi As an alternative to the notice for removal provided in subsection B above, any person
who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of
the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section
1-4-1 of this code.
Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public
Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal
incurred by the Director of Public Work, as provided in subsection B hereof, upon being found guilty of a violation
hereunder, be punishable as provided in Section 14-1 ofthis Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-L AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under
such conditions as to intedere with the free movement of vehicular traffic or proper street or highway maintenance.
(ord. 2(1e68) $ 1)
Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any
place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left
unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions
prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be
removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or
maintained by tfris Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner
of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) $ 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:/,{41/EaB
Signature
Position or Relationship to Project:
F:\cdev\FoRMS\Permits\Building\buildingJrermit.DOC Page 11 of 15 021091200s
Vail 2006
Vail Village and LionsHead Village Construction Hours
Information Handout
Problem Statement
The Vail Village and LionsHead Village are invaluable assets to the community. Thousands of people come to Vail each year to
sightsee, recreate, shop and to enjoy werything the Vail Valley has to offer. The community and merchants rely upon our guests to
generate revenue. Our summer/winter guests expect a pleasant experience while in Vail,
To insure that all of the proposed construction has as little negaUve impact on the community and on our guest as possible, the Town
of Vail finds it imperative to create and implement the Vail Village and LionsHead Village Construction Hours HandouL
It would be irresponsible for the Town of Vail, the construction contractors and the merchants, to not actively pafticipate to minimize
the impact of construction in the Vail and UonsHead Village areas.
The Vail Village Streetscape Project will continue through 2005. Improvements scheduled for
2O06 will be concentrated along Gore Creek Drive west of the Children's Fountain, Gore Creek
Promenade and around the frontage of the Mill Creek Court Building. Additional streetscape
improvements are scheduled to begin along East Meadow Drive.
All construction projects and/or remodels within the Vail Village Core Area should contact
Scott Bluhm, Town of Vail Streetscape Coordinator, at 970-477-3418 for fufther information.
Givens
The following givens are intended to provide the basic foundation by which construction will be completed in
the villages:
. The public's health, safety and welfare shall be honored at all times..
. Adequate pedestrian, loading/delivery, vehicle, and emergency vehicle access and circulaUon shall be
maintained.
. Roadways and pedestrian walkways shall be kept clean and free of dirt and debris.
. All construction deliveries, equipment, tools and materials entering the Vail Village and pedestrian areas
must go through CheckPoint Charlie. All LionsHead construction activity must go to the Vail Police
Department for a parking permit. Do not use delivery zones for construction parking; refer to approved
staging plan or make other arrangements for parking.
. The hours of outside construction activity shall be as follows:
- April 15 - June 23 & September 5 - November L7, 7:00 a.m. until 7:00 p.m., seven days a week.
June 3O thiu September 1, work must end by 4:00 p.m. on Fridays.
November 13 - April L5,2007 work allowed within daylight hours only.
- Deliveries shall be restricted to the hours of 7:00 a.m. to 11:30 a.m. on Gore Creek Drive and 7:00 a.m.
to B:30 a.m. on Bridge Street.
F:\cdev\FORI'lS\Permits\Buildin g\building-lermit. DOC Page 12 of 16 o4wlzo0s
.,,s, Lv vv vv,e I |J
a9 26 05 (,3 3 +6p 1."D1;yon'""".=s'/u-4ouu'/'/P.1
P. r
963 LIOI{SRIDGE
VAIL, COLORAD(
Ta: Tirq BzuJJ
?94-1n1 .1a-73
THIS SPACE
TO INDICAIE
DOCUMENTS
APP R OVAL
IS RESERVED FOR SIGNATURES OF INVOLVED PARTIES
ulinrei nAvE REVIEWED THE AcccMPANYING
AND HAVE APPROVED IHEM.
Tr0 ARCI-IITECTS ' RE\/IEWEO & APPRO\€O-FOR COMPUANCE WIIH O'iNER'S
REQUIREMBITS
9A6' i\rt tat.A'tfg)
DATE:
DATE:
. DATE:
OATE:
I.PRIORTOTHESUBMISSIONOFBID-S,llECoNTRACTORSHALL'' lo'esrrr ro cEvreur rxt scopE oF woRK AND EXSTING JOB (
nrrECnnc rue pnopostD oEMouTloN' coNSTRUclloN, MEo
rGcrnrcnr- tusrnulaloNS, AND o\€RALL cooRDlNATloN AN
I-INXE FCOVr$ONS TO THE COST IHEREOF. IHE COTITRACTOR
cespbr{srsue ron riurLtARtzlNG H|MSELF WITH ALL CoNTRA(
BRE MAl4'AY WEST HOMEOV'[\|ER.S ASSOOATION
TOWN OEUAIL
Voil Fire & Emeryency Services 42 West Meadow Drive Vsil, Colorado 81657 970-479'2250
September 12,2006
Breakaway West Condominium Association
c/o Trevor Bradway, P.E.
Project Manager
P.O. Box 369
Vail. CO 81658
Re: Building 400 Perrnit Status
Dear Breakaway West Condominium Association:
In response to the letter of August 22, 20ff., requesting a response to a previous letter dated April 5,
2006, I can only provide the following insights:
March 3,2N5 Date of Fire
May 1 1, 2005 Vail Fire Dept. sent a letter to the Breal€way West Association reflecting the results of a
Development Review Team meeting, listing 5 steps/elements that were recommended towards
reconstnrction of the building.
July 11, 2005 Planning Commission Application
Dec. 7,2005 Planning Commission Application Approved
Dec. 30, 2005Belfor submifted an application for a shoring pennit (805-0370)
Jan. 30, 2006 The shoring pennit for Belfor was approved. Belfor was notified.
Feb. 7, 2006 Belfor picked up the shoring permit.
NOTE: No inspections of the 'temporary shoring" performed under permit 805-0370 have been requested
by the contractor. Due to the 180 days of inactivity, the pennit is technically "expired. "
May 3, 2006 Planning - DRB Approval
June 2, 2006 Materials and Color Approved by DRB
June 1, 2006 Building Permit Application submitted (806-0138)
July 18, 2006 Comments from Building Permit review sent back to architect.
\
Breakaway West
Page2
In my discussions with Chris Gunion, Town of Vail Building Department, who qgrformed the plan
review for the Building Department, it appears tlere were numerous issues that need to be resolved. Chief
Building Official Charlie Davis advised the architect the number and nature of the issues prevent issuance of a
permit for the plans as submitted. Other projects with similar issues or significant challenges have elected to
submit a Life Safety Report. A Life Safety Report is typically generated by a registered Fire Protection
Engineer. A Life Safety Report contains an enumeration of the issues with an evaluation of the 'net effect",
and often includes recommendations to meet an equivalent level of safety intended by the applicable code(s).
The Fire Department and Building Department have accepted this approach on several projects in Vail.
The current status of the perrrit application is that the Town is waiting for a response from the
applicant to the issues identified in the plan review. The comments were sent to the architect July 18, 2006.
It appears tle most logical 'next step' to resolve the majors issues identified in the plan review would be to
generate an Administrative Modification request. An Administrative Modification pursuant to the
International Building Code, states in Section 104.10:
"Modifications. Wherever there are practical difficulties involved in carrying out the provisions of this code, the
building
official shall have the authority to grant modifications for individual cases, upon application of the owner or
owner's representative, provided the building official shall first find that special individual reason makes the
strict letter of this code impractical and the modification is in compliance with the intent and purpose of this code
and that such modification does not lessen health, accessibility, life and fire safety, or stuctural requirements.
The details of action ganting modifications shall be recorded and entered in the files of the departnent of
building safety."
If there is something the Town can do within our scope of duties to help the Board move forward, please
let us know.
Sincerely,
Michael McGee
Fire Marshal
(970) 479-213s
cc: John Gulick, Fire Chief
Mike Vaughan, Fire Prevention Officer
Russ Forrest, Deparhnent of Community Development
Charlie Davis, Chief Building Official
Chris Gunion, Plans Examiner, Building Deparfrnent
From:
To:
Date:
Subject:
Mike McGee
Chris Gunion; Thomas R Du Bois
10/06/2006 1:55:00 PM
Re: 806-01 38 (Breakaway West)
Do we have something in writing transfering the project to a different Architect of Record?
>>> Chris Gunion 10/06/2006 1:50 PM >>>
I understand you have tiaken over the project from Seyferth Associates. I have already met with Tom
Brunn with S6ytertn Associates on Sept. 12 to review the proposed plan resubmittal, but we have never
received the r6vised plan submittal addressing the plan review comments. I have attrached lhe original
plan review comments for your referenc€. Seyferth Associates was working on the plans and also was
working on completing the compliance altemative submittal as outlined in IBC 34'10 due the many
non-complying conditions in the building.
When the building summary sheet was completed per IBC 3410.7 it resulted in a negative score. for the
existing building. This was discussed in depth with Tom Brunn. He was working on amending the
building summary sheet to try and obtain minimum positive score of 0 for the building.
Some of the points discovered where:
In order to acheive a minimum score of O, the building required addition of a code complying vertical exit
stairway enclosure to conect travel distance problems and non-complying exterior exit stair and balconies.
In order to achi€ve a minimum score of O, lhe entire building B requires an automatic fire sprinkler retrofit.
No height and area increases are permitted for partially sprinkled buildings.
Additionally, the non+omplying vertical shafts for the fireplaces within the existing building cauied a
n€gativ€ s@re on the building summary sheet.
The complete revised plans will need to be resubmitted along with the IBC 310.7 building summary sheet
showing compliance with the 2003 lBC. A permit cannot be issued to reconstruct the building unless the
IBC 3410 compliance alterative analjrsis is completed and the building obtains a positive score.
Chris Gunion
LC.C. Plans Examiner
Tolur of Vail Building Safeg and Inspection Services
970.479.2369
counion@vailoov.com
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TOWNOFVAIL, COLORADO Statement
***********f+**t!********t*****'i'tt't'i+t'tt{'{'+{'r*++***++*+*++++'}*+*+*ft++*+***rr****rf,**********
Statement Nruriber: R050000?25 Anount: $3,545.69 06/Ot/200508:52 AII
Palment Metshod: Check Init: iIS
Iilotsatsion: 3568/BELFOR
Permit No3
Parcel Iilo:
Site Address:
Location:
This Payment:
805-0138
2to3-oL4-0702-9
913 LIONS RIDGE I,P VAIL
BREJANAWAY WEST. BUII,DING IBI
T]T)e : ADD,/A],T MF BUII,D PERMIT
93,64s.69
**********tt*ttlt++*{r*1***'}*l'*a**a{r***********'f'al'***+*+*rlrlt++***ft**'}***'f**'t{r********l'**l'l'*l'
ACCOUNT ITEM LIST:
Account Code Descriptj-on Current Pmfs
PF 0 0100 0 031123 0 0 PI,AN CHECK FEES 3,645.69
Total I'eea:
Total AIJJ Pmts :
Balance:
i9 , 332 ,44
$3,64s.59
$5, 586 .75
BRIAN SEYFERTH & ASSOCIATES, INC,5583 South Prince Street
Littleton, Colorado 80120
Offrce:303-797-7772
Fal.:.303-797-7773
MEMORANDUM
To: Trevor Bradway
CC: Ray Cogdill, Kevin Mansfield, Carl Mangone, Perry Matthews, Carl Mangone,
Charlie Davis, Michael McGee
From: Tom Bnrnn
Date: Wednesday, December 14,2005
Re: Breakaway West
Meeting at Town of Vail Building Department
Tuesday - November29,2005 at l:00
In attendance:
Charlie Davis - Chief Building Official - Town of Vail
Michael McGee - Deputy Chief/Fire Marshall - Town of Vail
Perry Matthews - BPFE Engineers
Olen Harston - Belfor
Tom Brunn - Brian Seyferth & Associates
The history of the building construction and the history of the fire was discussed. A set
of progress prints of the construction documents were reviewed sheet by sheet. The fact
that the building is too tall-5-stories for the building constructon type (Type V-A one
hour fire rated throughout) Specific items discussed include;
- Reinforcing of existing studs on the exterior walls of the building.
- Installation of maximum insulation into existing 2x4 wall spaces.
- Reinforcing offlat roofarea for 100# per square foot snow load.
- Use of rigid insulation on top ofroofdeck at flat roofdue to problem of ventilation of
joist spaces with batt insulation in joist spaces.
-Unprotected hreplace flues in attic space ofthe top floor unit.
- Shaft wall construction in walk-in closet around vent pipe for building boiler. Mike
McGee said that draft stops at each floor not required in the shaft, since it forces any fire
that might occur in the shaft into the floor/ceiling construction.
- Exhaust fans from bathrooms and dryer vents would not penetrate the floor/ceiling or
rooflceiling assemblies. They would be run to the exterior of the building in a non-fire-
rated dropped soffit area.
December 14.2005
- With the reconfiguration of the locker room area, the requirement for "Accessible"
restrooms.
-With the reconfiguration of the mail box area, (enclosed rather than open to the
elements, the stairs to the underground parking lot need to be reviewed for construction
and occupant load.
- Michael McGee discussed previous requtement for battery powered smoke detectors in
all bedrooms in the building, until the new alarm system is working.
- We discussed the requirement for "listed" fire-rated assemblies for walls, floor/ceiling
and rooflceiling. The building/fue departrnent would like pdf files of each of the listed
assemblies on a drawing sheet as a part of the construction documents.
- Charlie Davis and Michael McGee discussed the amendments to the International
Building code that discuss the "Fire Risk Assessment'r report for all buildings in Vail
constructed before 1991. The fire restoration for the "flre tower" would be take into
account for the "Fire Risk Assessment" for Breakaway West.
- The exterior elevations by TRD Architects were included in the documents reviewed.
Michael McGee noted that Polyisocynaurate insulation for building sheathing needed to
be the type approved for vertical installation. The different non-combustible materials
for exterior finishes were discussed.
- The temporary repair drawings by Fay Engineering address Michael McGee's concem
about the unsupported rim joist at the removed floor in trltl44l.
- Perry Matthews discussed the water pressure tests at the site. The water for the
sprinkler system will come into Building 400 from the underground parking area. The
sprinklers will be installed in all areas of the fire toweq with allowances for the future
installation in the balance of Building 400. There was discussion of the future
requirement for the other buildings at Breakaway West.
- Michael McGee discussed the problem with gas log inserts installed in "zero-clearance"
metal fireplace boxes. Too large capacity can overheat the subfloors below the firebox.
Please call ifyou have any questions.
Sincerely,
Tom Brunn
(303)79',1-7772
From:
To:
Date:
Subject:
l've been under contract since April 22.
I have forwarded this to Bruce Chapman, new Board member at Breakaway. Mark
is no longer on the Board, so the new Board will appoint a representative to
meet with you.
The rebuild cannot happen until the TOV ARC approves the new siding, so it
may be awhile.
R. Scott deLuise, CCIM, SPPA
Matrix Business Consulling, lnc.
2000 Little Raven St., #68
Denver, CO 80202
Office 303-298-17 1 1 Fax 303-298-91 08
sdeluise@matrixbusinessconsulting.com
www.matrixbusinessconsullino.com
---Original Message----
From : Mike McGee [mailto:MMcGee@vailgov.com]
Sent: Tuesday, August 02, 2005 10:45 AM
To: sdeluise@malrixbusinessconsulting.com
Cc: Charlie Davis; JR Rulapaugh; Mike Mccee; Mike Vaughan
Subject: Re: Fire protection contractors for Breakaway West
Are you under contract with the HOA?
Mark needs to call and schedule an appointment with us for the rebuild
anyway.
>>> "R. Scott deluise, CCIM, SPPA'
<sdeluise@matrixbusinessconsulting.com> 07 127 l200S 1 0:46:54 AM >>>
Mike: Could you provide me with the names of a couple of Sprinkler
installation comoanies that are familiar with VFD's reouirements?
We're on
a short fuse with the HOA.
R. Scoft deLuise, CCIM, SPPA
Matrix Business Consulting, lnc.
2000 Little Raven St., tl6B
Denver, CO 80202
Office 303-298 -17 1 1 Fax 303-298-91 0B
sdeluise@matrixbusinessconsulting.com
www. matrixbusinessconsulting.com
The information contained in this email is confidential and may be
legally
privileged and/or a protected "work-product" under applicable law.
The
"R. Scott deluise, CCIM, SPPA' <sdeluise@matrixbusinessconsulting.com>
"Mike McGee" <MMcGee@vailgov.com>
OBl02l20O5 11:12:02 AM
RE: Fire protection contractors for Breakaway West
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GC: 'Bruce Chapman'<brucechapman@vaillaw.com>, "MikeVaughan'
<lttVaughan@nilgov.om>, "JR Rulapaugh" <JRulapaugh@vailgov.com>,'Chadie Davis"
<CDavis@vailgo/.com>
Mav 11 O5 O?:OBa Fnon er Fd usterS
R. 8, 200 5:{?t
86 gS79 p."
Frvfrrdonel lrrrrdg$it fnginurr (tlE)
lf75 Joycr Drin' Srita ll0 . ilrnd+ CO aO'h-/l{ !
loi.strrlt? b l0t.ttz,c Itt tcll tlG l,!44551t1{6
'Fnfoumrcd il lout trprcodoos '
. rrucallpF,gl|r
Much29,a)05
lv!r. BrooksGrrmon
Allstak Commercial Clains
87ll Freeport Parkway, lvfS 14
Dallas, Tenrae 75t)63
lnsured: Breakaway WestCondo HOA
OaimNo.: 913,20F'2573
IfrItoiectNo,r 705102.fi)
location: 993 Lion'c Ridge LooP
VaiL Colorado 80{03
For Ja;
( ,z t, fL', ll,v t
fi @3-s86:91-7?
v I T1b ' L/bg- 9" 2a
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/ft'aak f (:q*tetb't
9zt'9rf-&9r2
DearMr.C-armoru
nililr
ln accordance witr your rcqueat of lvlarc]r 4,2ffi5, this office has oboerved the above referenced
residence. The re$rlts of otrr obsetvation are presented trcrcin.
lrrlfnnthfrnrllrl
1- The building is a three and four story multi-family stnrchrse that is one of five multi-
family buildihgs on the site lhat comprise the Breakaway West Condominium sibe
Specilically, the building in guestion is l,abeled Buildhg 4fi)-
Z Q1r tvtarch Z, 2W} a fire ocoured at the Eouth bedrcom of Unit 431 and darnaged the
ceiling and wall-framing nrembere withh this unit
3. Our office hls been consulted o determiru ttre extent d tbe damage !o the $bucture at the
site arrd provide initial stnrctrrral rrepairs. Our scope of work was limited to the structural
issuec a;rebted tro the fire event A rcview oI the building anvelope, induding b{rt tlot
lirnited tq the ottertor finish and roofing, is outride the scope of our wor& and thus, no
opinioru regerding the building envelope have hen provided. Addifronally, tlrere are
otlrer suucuues on the site that were not obset'rred and are outside of the scope of Etis
Foiect
l.las I I O5 O?: OBa. APR, 8.2005 5:48P}{
tTi$" Hdiusters 6 9S79
N0.5541 t. Z
Iteakaffdy lryci Conlh6
303 9So
ObsEffation
?|tt$Fssc0,G
The purpose of our obserration wag to detersline the following regarding 993 Liono Ridge
I'oop:
1. To determine the exterrt of the stnrctural damage to the affected r.rnits of Building a00'
2.Toprovideinitialrepabrecommendatiors.fcrthisobseweddarra-ge.NotcFurther
iopiir t"*urot*d.f,;, i".ild-E specific t?"it fYings.."d,,&s' may be
warrangd at a later date, once the jntii,rscope of repairs (including all work that is not
stnrcturally'related) is determired by the oriner and the local iurisdiction' This rcport
trlty poU"UAfy sewe E6 onty * initiat repair scope for the obeerved stnrCtural darnage at
the site.
The scope of our obsernadon included *re followhg:
1, Observauons, m€rsur€ments, and phOtOgnphic documentation. were perfoxmed or
March9.20(F.
2. On $ite culersation with the Deputy Chief/Fire Marshal of the Town of Vail, Mr'
lvllSael f. McGee.
0builtnt
l. The fire oaurred in the tuee-sbry section of Arir buitding other areas of this building
have m additionat toft at the fqurth floot, however, this fourth lloor was not affected by
the fire event There are three (3) units that hEve begtl affeced by the fire, these are: Unit
441 at the top floor, Unit l3f ai tire middle floor where the fire occurred and Unit 421, at
tlre bottqm floor, where watcr infilEation occurred as a result of fire zuppression effore
and eone ceiling fmming damage was observed ag noted in lbrn 3'
2. Tte south bedrooor floor of unit *11 is cornpl,etely respved and collapred as a result of
the fire. Tlre original floor ioistsr presumea to'matcn the other floor framing still tn
existence at the site, ws' 2t fO ;oiie al l6inche$ qr'center and originally supported a
.-o.t" toPP:ng above the ptptooa sheathing' Due to of-tlt Tl* heatfrom the fire
in courbinadon with the *.igiLt of dre concreie topping; the joiets were incinerated and
collapsed one the fire desfiyed a signifkant sectcr of these pists lhe toPltng lS q
ttre floor of Unit 1131 beneadr a, " ,eirlt of this collapse; the toPPin& located outside of
Unit 431 in broken piece, neasures Z-l/?-inche5 to $inches in t}iclrress.
3. Soure iurpact damage was oberved at the floor framing of unit 41t1, as sFen from unit 421 ;l.
below. 'Ilrere ls roi.e Potenti.l impact damage of a.iew ilists whele knot3 occut an! a;r'
portion of ttre plywood'eheathing near tlre sotrh wdl of the unit was dauraged from the ;
concree topping during imPact.
4. The stlld walls of the bedroour of unit 431 are sigrificantty dzuraSed and will require
replacemenq aC well as the floor joisb lrom the south wall to he ioi6tt above the water
clocet md vanity area at thenorth end of Ere room.
Profcsimd InE*ilttive Enginrcrt Paoc Z of5 70s102.00
l.lav l l O5 0?: OBa Fnonlier Rdjusteng. APR, 8.2005 5:48P[{ ALIIITE
Olsenrafon
303 98o 6 S9?9Nn((rl 9 1arv. r,rutal
Ercdomy We$ Condos
5. The sbuctural damage at the site appears to be liudted to the wood framing at the south
bedroour flmr/south bedroom ceiling of Unitr {41 and t$l (reqpecdvely), Orc wood
perimeter shrdc at tfie bedroom of Unit 411, and the impact damagp at the south bedroom
lloor/south bedroom ceiling of Units (TL and 4/L (respectively).
6, No stnrctural damage wao obscrved outside of dre iems lisd in ltern 5 as related to the
fire evcnl The roof rafters and roof sheathing above Unit 441, the wall framing at Units
441 and 421, md the flor haming and sheathing at Unit 4ltl appeer to have rro
dircemnble damage ftozr the fhe event and are thcrefore qrtside of the scope of repair for
the purpces of this repct.
7. Some scroke and water d.*ge was obseaved in UniE rl41 and,O1, respectively. These
udts appear to have suetained some associated damagp frour the fire enent (wih the
exceptiona of the noted fire damage to the structural llooring/ceiling as detailed above),
whidr ir outcide of the rcope of the stsuctural rqrair that rre detailed in thir report
trdmhr
1. Based on our ob'selvations at the 6ite, w€ have corcluded that the ceiling franing and
atud walls at the south bedroon of Unit (91 sustained signifrcant damage ftorn the fire
event and warrant complete replacerrent of these stnrctunl iten6.
2, It ir sur opinion that no other stnrctural uresrbers, ontside of the ceilinp floor, and stud
wall of Unit 431, sustained any stgpificant damage fton the fire event and therefore do
not warrant any repair as related to this evenL
3. It is our opinion some joisb ard floor sheathing at the ceiling above Unit 421 sustained
some impact darnage frorn the fire errcnt and warant eome nember removal and repair.
4. It i6 abo oru opinion that fire-relacd damage to Ore nur-gtructutal itsm6 can be repaired
orreplaed asneeded withoutayc,ompromise bthe structual intentof Building400.
ienF[ccnucr||ililrr
G cn crd Repair Rcquircurcnts
1. All constuction shall be perforned in accordurce with Ore 2003 tBC and dl other
applicabletnrildingcodes as adopted by the governing juriediction. The extstingshrctur,'e
in the damaged areas will require temporary suppwt du*rg Ore r€pairr (see Note 1 of
Specific Repair Requirarents). The conbactor shall be responsdble fu all shoring md
bactng- All work shall be perlormed in accordance with OSHA saf€ty and Health.
9tandards for the C-onsEuction Induscy (29 CFR Part 195). The cqrbacbr shall furnish j;:;
all mabtials, egripment, mpplies, and labor as nececsary to perfom 1ft9 work described l:
in thisreport
2. Du(ing consbuctiory if any conditions differ from this report the engineer is to be notified
iuunediately. It ddl be the ccrtacto/s respursibility !o infom ihe Engineer of
differences thst arise ben'veen these repair recommendations and the existing conditione.If "sigrrof is requbed, the aqntractd must <ontsact with Itofecsiorral
Investigative Engineers for observatiors and the essociated coste,
Ptotes8hnd InvetigatiG E|rgimers Prgc 3 of 6 205r02.00
llav 1 1 OS O7: OSa- APR, 8,2005 5:48P}{
Oboa!.atqr
t.Y Rd.'usrers 6 9979
r{u, b}{t r. 4
harlt|rrr wbst coflb
303 s8o
g. Some drywall craclcing may occur as part of the repair work. Tlre conbtcbr is to allow
for repair of any danags associad wittt lhe repair work
4. fasten all tumber with conrmon nails in accordance wift Irc Table No, 2304.9,r Nailing
Schedule.
5. AII new wood meanbers slull be:
r ]oisB: Douglas Fir-Larch Nusrber 2 Grade or Better-
' Studs: Douglas Fir-Larch ShrdGrade.
r Sheathing: APA-rated,S-ply. Structuial I plywood or orientedstrand-board (OSB)-
Specific Rcpeir Rcquirenentr
Nots All strucUrral rrepaira in this repct refer specilically to the southtedrooms of Unis 441,
4ill, and 4?1. For ease of unaersAnaing and for tirnp[city, the stnrctural r,epairs in
these bedroona are identified below as being in their respective rurit nusibers-
1, Rcpeir thc two (z) dauregcd iodsts rnd orc danegcd muth rhcething et rhe floq of unit
4Bl', These nrCpisC ire iocated near the north end of dre bedrooar floor rnd have
fractrues in a bottom knot at one ioist and a twisted s€ction at mother joryt Remove tlrese
d[raged ioisE, from the iurpact 6f the couapeea bpping ebove, md teplace wit{r n*t 7x
l0 joists. ilemove the danagea emathing near tre sou(h wall for the first three itrict eparu
from Uris wall h$tall Erie new eheathing ftour the top plab of the wall !o the third joist
span and attach wiEr 8d at a 6inch/6inch/12-!dl Pattern.
2. Instell a rhorlng syrten to angport the roof frrmlng and perlmetet walls fron the floor
of Unit {21 to tf,c roof, frilnlng over Unit *lL Ttris slrting aysEm muFt safelF carry the
f oltowing gtruchrrrl nresrbers:
. The loof rafters above Unit 441. Note Due to the sds$U floor framirg above Unit
401, tre roof framing above Unit 441 will need to be chorcd so that new ptsG-and
studs canbe added cifely betow- Eecaus€ of the relatively long distance hoqr ttre lloor
of Unit 42f b |!re roof franing above Unit /tt1, it is recomrnended drat steel shorinp
comparable b that used foi €onstnrction scaffolding be installed prior to the
oommenoertent of any repair work,
r fire perimeter walts oI the south bedroom of Unit 1141. llola There are thrce (3) euch
periurehr walle that willrequire this gravity support duringrepair work'
. ]he bp of Ete tluee (3) perimeter walls of tlrc rcuth bcdroom of Unit 421. Tlrese walls .
muet be rcsilatori -against all lahral loads, stch as wind loading durin$l
recons-Enction effortE.
3, Rcmovc ell .hatcd perineter ehrdr, rln loists, rnd well cheething within Unit 431.
Oncr the rhoring Ftahm is safely in plac+ rernoval of these pe_rimeter items <an be
achieved. It rnaj bi n€cessary to lift the structual rnerrbers at Unit 441 !o adequately
remove theee damaged rnenbers; the shoring/scaffolding system can allow for such a lift
durhg this sequcnce.
P|oesliional l'ursfgtivc EJrqfE s P€efof6 705102.00
"."' 'ltrnll, ffiit?,igru t';r5if FdiusteFs 398o30 6 9979
N0, 5541 P. 5
&!.rar/sy rrei cc|doeftrlrtllin
7.
Instdl ne$'2 x ,t rhrdc at l&inchee onrcntcr, new (2) 2 r 10 rim ioit$ .rtd cxtcrior 746'
inch oriented+trrn&board (OSB) .rhear-wdl aheething rt the perineter walls of Unit
{31, These must match the *isting rim joistr that were damaged during Ere 6re. The
F imetetr slreathing shdl be ruiled wi$ 8d at a nailing pattem tlrat nrrthed the origttal
concbuction.
Inetdl new 2 x 10 ioirtr et l&inctrec on<entcr fronr thc crct pcrinaterwrtl of the ltouth
be&oom ovcr Unlt {ill to thc intcrior bctbg wall at thc wcct cidc of thls bcdrowt-
Cut f-inch diameter holes at the center of lhese roigts to inctall the hot-water PiPing lo
match the existing piping condition, Thg extent of the ruw joisE ls thus: from the eouth
perlnrcter wall !o the ioists located abone the waterr closet area.
Inrtell mw floor rheathing abwe thc new floor foists at Unil lill. Tttis should match
the exisfing floor sluething and should be nailed with Ed nails at a 6iaclr/Ginch/12-hch
nailing pattern to mrtsh lhe Internationd Buildtng Code (IBC).
Rrnrorre tln shoring/cceftolding systen end instell topping et the ftooc of Unit {*1.
Repair any damaged oppingat $e floorof Unit431 as required.
ffi sirnd lnr,lauoatlrc grgrBaE P.ec5d6 70sr0ar0
]'las l1 O5 O?:. ArR. 8. ZtJUb
Obrsrr$on
ttinrru t"ffif Hdiustens 6 99?S
N0.554t t. $
BrlatlrYay t\fasl CordoE
398o30 P.
The opinions and rceults described in this report ue based on information available at the time
of the obeervation and preparation of this report Should additional inforuration or urrlrpwn
conditions be uncover€d ot nadc available, Professtonal Investigative EngineE$ retains the
right to rcr'ise and arpplement this report accordingly.
Sinc€rely,
Ptofcerional tnnctigatlve Englnaer
Observed by,
DerekPumpluey, P.E.
Forensir Engineer
Reviewed bn
Paul M. Duncan" P,E-
Principal
DP;PMDta
Attachnsrts: Hcture Pages
l(\206\76W0qB.tortt\ln lrqr/ wrt Crr&r llc tr4ortdc
ProftsEind t|w!'liJott'G Enginccrs
n i530605- i *
Pr0a 6 of 5 709ro2.o0
From:
To:
Date:
Subject:
Thanks.
Mike McGee
Charlie Davis
0411112005 4:52:53 PM
Re: Draft Copy - Breakaway West Fire Investigation Report
The room dimension were roughly 12 x 13, with the joists running 13 feet rim to rim.
We may want to consider setting a meeting with Breakaway West before issuing any permits.
>>> Charlie Davis O4l1112005 '10:35:'19 AM >>>
Mike,
I have read your report. Other than a couple of minor "typo's", it looks great and it is very detiailed.
The only comments I would make are structural in nature. A complete structural evaluation should be
performed at this site prior to any "reconstruction" permits be issued. The "why'' is listed below:
- The construction has been detailed in the fire report but we are unsure as to the length of span of the
2x10's or the type of lumber used. A minimum ot a27# PSF dead load is most likely being applied to the
floor with use of 3/4" plywood and lightweight concrete. The floor should be constructed to also carry a
minimum 40# PSF live load, using the span tables in the "WESTERN LUMBER SPAN TABLES" using the
generic wood species of western woods/structural select, a 2x10 16" O.C. could span a maximum of
13'-4" if it is NOT compromised by any notches or holes drilled into them. lf the notches have reduced the
nominal size of the floor rafter to a 2X8, then the maximum span would be 10'-8" This commentary is
based on assumptions. Other less desirable wood species my have been used here and more dead load
could exist, thus the need for a structural evaluation.
-The single rim joist is also a concern. A single 2x8 rim may not be of the structural requirements to carry
the load imposed upon it. Also 2X10 members are being framed/attached to 2X8 rim joist, so full
attachment may not be achieved here.
- lF we are to rebuild these units, we will have to obtain code compliance for the appropriate hourly
fire-resistive rating and sound transmission abilities. To do this, a 5/B" layer for sheetrock will most likely
be used with some additional assembly being used for sound transmission compliance. This will add an
additional load to the structural carrying capacity of the existing structure.
Hope this is the type of commentary you are looking for here. Let me know if anything else is required at
this time
Charlie Davis
Chief Building Official
Town of Vail
I
>>> Mike McGee 04/08/2005 4'.45'.21PM >>> -, ,kfi1*l
Your critique, corrections, and comments are requested. lpdlt-'
I would like to finish this by mid week, 3/13.
7ffi,r'
5
f95{,"9
Thanks!
ofs
O?: O8allas 1 1 OS
Sent 5/11n005 at 7:07:56 AM
MESSAGE:
TIER
JUSTERS.
To: Gharlie Davis
Fax#: 19704792452
Company: Vail Building Dept
Subject PIE Engineering plans for Breakarruay West
Frontier Adjusters of DillonA/ail
P.O. Box 3002
Dillon, CO 80435Ph 970 4688827
Fax 303 986 9979
Email adjusterl 1 @comcast. net
From: Rich Phillips
Fax#:303 986 9979' Tef #.970 465-8827
Pages: 1 (including cover)
Charlie Davis
Enclosed find the engineering specs for Breakaway West as provided by PlE. Feel
free to follow up with them if you have any specific questions.
Thank you
Rich Phillips
Frontier Adjusters of DillonA/ail
ss€ucruzvtc. 6y4.r4'nq*l /wL.,sT 3e Pe e1lOm{
6LJ 1I+E FxrsnnJ5 S1vueNtE, DrSPro AoarMa
' ' DM,,tu4g 6NLLV'/ TyPt dtr Fdttzvrnvt . D e r&nrt^Jtr
CF If€ €;xrSlttr/t") €XPrdt uprDvttil,tufo atQueTs26
fiE?rs T+€ kttrttr pwN\ Du.Sr(orI Cfrlncrn FS d tr"
T;E TBa t+M0 Stlct ttuvt4z uJtxtD tatt{ LtAutearuo&
YYhFar PRO Cover P.ge
TOWN OFVAIL
Yail Fire & Emergency Semices
May I I, 2005
Mark Halstead
Halstead &Assoeiates
96j Lionsridge Loop, Suite # 514
Vail, CO 81658
Rich Phillips
Frontier Adjusters
P.O. Box 3002
Dillon, CO 80435
42 West Meadow Drive Vail. Colorado 81657 970-479-22s0
R. Scott deLuise, CCIM, SPPA
Matrix Business Consulting, Inc.
2000 Little Raven St.. #68
Denver, CO 80202
Andrew Cuomo
Breakaway West Condominium Assn.
302 Hanson Ranch Road
Yail, CO 81657
Re: Brealcaway West
Dear Sirs:
The Town of Vail Development Review Team met and determined thefollowing information should be
submitted to the Town with respect to formulating a planfor the post-Jire reconstruction at Breakaway West.
L A Colorado licensed architect needs to be engaged to coordinate the plans and reconstruction process.
2. A Colorado Registered Structural Engineer will be needed to assess the existing condition(s), develop a
remediation plan, and submit stamped plans for reconstruction. The assessment needs to extendfrom the
women's locker room through the rooffor the afected units. Framing above the bathroom in Unit 43 I
shall be included in the assessment, as well as the manner of running the copper hydronic heat through
thejoists, the rintjoists, and the loads imposed by the remaining "top crete" in the three afected condos.
3. A plan to replace the existing cedar siding needs to be developed to comply with current building code.
Such plan will require Design Reviau Board approval. The scope should extend to thefive story section
being reconstructed now with a plan to address the entire complex at a later date.
4. A Colorado Registered Engineer specializing inJire protection should be engaged to design afire
sprinkler system. AJire sprinkler system will be required in the vertical stack under reconstruction. The
extent of thefirst phase must include the women's locker room through the topfloor of Unit 442. A plan
should be developed to address the initial retrofit as well as future retro/it of the entire complex.
J, The fire alarm system must be brought into compliance with cunnent code requirements. Initial steps
have been taken to address the main control panel, but devices within the condominiums must be part of
the plan. The vertical stack under reconstruction must comply with current code by TCO and a plan
should be submitted to address the rest ofthe complex.
B rea lraway l(es t Re c o ns truc t io n
Page 2
Additional aspects associatedwith the normal course of construction will of course need to be addressed
as well. If the architect, structural engineer, orJire protection engineer are unfamiliarwith Town of Vail
codes, rules and regulations, we suggest a meetingwith the Department of Community Development,
Building Department, and Fire Department rnay be appropriate.
Such a meeting would be most productive if the applicant has some idea of their goals and desires,
especially with respect to exteriorJinish, scope and sequence, timing, and a plan to address thefire sprinkler
and/ire alarm issues throughout the complex. Some due diligence by the design team would be most
appreciated.
Please contact us ifyou would like more information or wish to discuss any speciJic element. Contact
persons are as follows:
Warren Campbell, Planner, Department of Community Development (970) 479-2148
Charlie Davis, Chief Building O/ficial, (970) 479-2142
Michael McGee, Fire Marshal P70) 479-2135
Sincerely,
Michael McGee
Fire Marshal / Deputy Chief
Vail Fire & Emergency Services
(970) 479-213s
cc: Charlie Davis, Chief Building Oficial
lV'arren C ampb el l, P lanner
JR Mondragon, Senior Building Inspector
John Gulick, Fire Chief
Mike Vaughan, Fire Prevention Oflicer
I
o
07-12-2006
970479-2100
970-827-9120
MALLVATL DATE-E: 06/05/2006 Sq Feet:
ENT-LIONSHEAD CENTRE CONDOS-FIRE ALARM SYSTEM RETROFIT THROUGHOUT
I voe:Itr E:
SPE
SPE
970-51+7100
97G.51$7100
: 949-4651: 949-4651
VEN DR VAIL
I OF A FIRE ALARM
UCTION COMPANY
SHAW CONSTRUCTION COMPANY
OF A NEW HOTEL
Phone: 970-242-9236
Phone: 970-242-9236
Class: 213
Fees Col: $868,360.76
Use: lB10,115,070.0 FeesReq: $869,05S.37
lnso Area: CD
Bal Due: $698.61
sDace for new condo unit R8
CATIA. JT
Phone:
Phone:
Phone:
Represent:
AoDlicant:
Cohtractor:
Adam
Bates, James
Bates, James
tus:
eet:Sq
Apolicant:
Cohtractor:
DATE_E: 1112312005 Sq Feet:
RESIDENCE ON THE sTH FLOOR OF THE NEW TIVOLI LODGE
Phone: 97047G5610
Phone: 970-47G5610
EMOVE EXISTING MECHANICAL ROOM WALL, RELOCATE DOOR TO
CHANICAL ROOM TO ACCEPT 2 NEW STEAM BOILERS
_Jq2 40
DENIED
Ownen
REPTl2O
Phone:
Phone:
7G2451
76"2451
Run Idz5484
I
07-12-2006 Activitv Data Re
COMPANY, LLC
Contractor: JACKSON BUILDING COMPANY, LLC
O-r.t,li'tc
ON, INC
OCATE CORRIDOR, ADD OFFICE
Phone: (970) 3316800
Phone: (970) 331-6800
DATE'E: OzlOgl2OOG Sq Feet:
L
AT VAIL INTERNATIONAL WING ELECTRICAL SWITCH . INCLUDING WINE
-3388
-1313
-1313
Sq
SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE
;TRUCTION
Type:-rJpIE
rvpe: ueMt'urL" 'dfiiJpEi 0'zYY#zooo si'F:ti: uENrtru
VAIL
IUILDING 'C'-SKI CLUB-STEEL AND HEAVY TIMBER STRUCTURE. CONCRETE
DATE_E: 02l13n0OO Sq Feet:
.E' PARKING GARAGE-CONSTRUCTION OF A CAST IN PLACE
. rNc.
oN. tNc
oN. tNc
lvDe: NuuP \itatus:Te'E: 0211312006 So Feet:
-3388
-1313
-1313
-3388
-1313
-1313
-3388
-1313
-1313
Type: B-BUILD S_up_Typs: NpUP- - - - Status:
DATE E: 021131200O Sg Feet:
VAIL
IUILDING'E'UNIT 2-CONSTRUCTION OF A WOOD FRAME DUPLEX
Owner:
Architect:
Applicant:
R.EPT12O
Phone: 303-292-3388
Phone: 303-82$1313
Run Id:5484
o
07-12-2006
Owner:COMMERCIAL DEV CO
Applicant: LANDMARK COMMERCIAL DEV CO
Contractor: O'HALLORANCONSTRUCTION CO
- DATE-E: 02/13/2006 Sq Feet:
NG 'E' UNIT 3.CONSTRUCTION OF A WOOD FRAME DUPLEX TOWNHOME
131
Area:
Page 3
Sq Feet:
NG 'E' UNIT 4.CONSTRUCTION OF A WOOD FRAME DUPLEX TOWNHOME
NG 'E' UNIT 5 CONSTRUCTION OF A WOOD FRAME DUPLEX TOWNHOME
-3388
-1313
-131 3
: 0211312006 Sq Feet:
NG'E' UNIT 6 CONSTRUCTION OF A WOOD FRAME DUPLEX TOWNHOME
-3388
-1313
-1313
AY AND
TO THE NEXT
NIT Z3.CREATE 2 UNITS OUT OF .1
VA
PRIMARY/SECONDARY RESIDENCE
Phone: 970-827-9600
JJPIE
t20c6
121
Contractor:
: VAIL
RWAYAND REPLACE GUARDRAIL: REPLACE APPLIANCES, PLUMBING
ATE FINISHES ON FLOOR, WALLS, COUNTERTOPS, ADDITIONAL LIGHTING.
- RULE. ROBERT III -
REPTl2O Run Id:5484
07-12-2006
ADolicanl: BELFOR-RMCAT
Cohtraclor: BELFOR-RMCAT
VAIL
iFOR DOWNSTAIRS ROOM
ICAL CENTER
Phone: 970-92G2567
IUS:
eet:Sq
.FIRE RESTOMTION
VAIL
RCIAL UNIT 603 OF THE VAIL VILLAGE INN.
OUSE LN VAIL
F A ROOM ABOVE THE KITCHEN
. FRANCIS H. & JENNY M.
REPT12O
-0200-9
SHEAD PLVAIL
Run Id:5484
07-12-2006 Data Re
BUILDERS. INC
BUILDERS. INC
4t2006
ODELS-NEW TILE AND DRYWALL
STEPHEN
GRFA AND AN EXTENSIVE INTERIOR REMODEL
00
00
ype:
AIL
A NEW DUPLEX
A RESIDENTIAL SFR
HOMES Phone: 970-926-4257
: O612212006 So
VAIL
RENOVATION.IMPROVEMENTS TO LOB8Y, ADMISSION AND ATRIUM ON THE
E HOSPITAL
REPT12O
ICAL CENTER Phone: 970-476-2451
Run Id:5484
o
07-12-2006 Data R
ype:
AUL F. & ELISA M.
AUL
AUL F. & ELISA M.
VAIL DATE_E: 06,t2312006 Sq Feet:
OF THE EXISTING DECK WHICH HAS BEEN DAMAGED BY SNOW FALLING
AL
KITCHELL DEVELOPMENT
KITCHELL DEVELOPMENT
ILDING COMPANY
SAUNDRA SPAEH, AIA
T
EM
AND DI
IDEN
k?Tuu#'"o*ooRY uNrr ro A DUPLEX
Phone: 303S82-1916
Sq
-REMOVE EXISTING SIDING ON
97G479.051S
1381
1381
1 7 '"' -D'Ard'E: cddiiizooa $F&i: '*
/ DR VAIL
G SPACE BY MOVING INTO THE COMMERCIAL SPACE FORMERLY A SECRET
7G8996
UNIT E.1 INTERIOR R
i BBG, STRUCTURAL,
Phone: 926-8703
Class' 437 lnsD Arearlc_-
,t ''"- -dArE-Ei 'cw1{nooa soFi;i: '--'
)GE LP VAIL
NENT-REPLACE CONCRETE. RETAINING WALLS. FENCE AND REPLASTER POOL
AS W. & LAURA K, -JT
S & SPAS Phone: (303) 435-3436
S & SPAS Phone: (303)43$3436Use: Class: 437 ' Inso Area: CG
REPT12O
l,Q(
-"\\
Run Id:5484
I
t
07-12-2006
Site
Descri
Owner:
ADDlicant:
Cohlractor:
VAIL
& GAIL -
CONSTRUCTION
conlractorl DAUPHINAIS-MOSELY CONSTRUCTION
Data Re
ROOM, DORMER AND GARAGE
Page 7
UA IE E:
A SINGLE FAMILY RESIDENCE
A,
(970) 4795393
Phone: 970-328-3355
1502
1502
1nffi6
1315
970-328-3355
07t07t2006 Sq Feet:
Contractor: PLUMB KENDALL CONSTRUCTION
CONSTRUCTION
IL
THROOMS
ON
IN
, tNc
EAGLE EYE HOME MANAGEMENT. INC
ACK RETAINING WALL WITH NEW CONCRETE BLOCK
EER
Phone: (970)84$1051
Phone: (970) 845-1051
Own
Aoplica
Cohtracl
)n:
er:
nt:
or:
12006 Sq
ADITION TO 7'X 11'ENCLOSED WITH A 7'.6"
Phone: (970)5244218
) PL VAIL
EMOLITION OF BUILDING AND ISLAND. REMOVAL OF FUEL TANKS AND UTILITIES
REPT12O Run Id.5484
07-12-2006
Owner:
Contractor:
Data Re
'E: 06/30/2006 Sq
ATIONS.DEMO WALLS AND FINISHES WITHIN THE SUITE-NO
LL BE DEOMED.THERE WILL BE NO IMPACT TO PUBLIC WAYS
CAL CENTER
ype:
DATE_E: 06/1512006 Sq Feet 27
FOR THE CONSTRUCTION OF THE NEW VAIL PI.AZA HOTEL
LLC
ATES FIRE PROTECTION Phone: 303-792-0022
, PL VAIL
TEL-INSTALL FIRE SPRINKLER SYSTEM
303-288-3901
303-288-3901
MEADOW BOILER ROOM AND SNOWMELT-ADD AND RELOCATE AS
ICAL ROOM
Owner: TOWN OF VAlt
Applicant: WESTERN STATES FIRE PROTECTION Phone: 303-792-0022
Phone: 303-7924022Contractor: WESTERN STATES FIRE PROTECTION
VAIL
ALL
ALL
FIRE P
FIRE P
CONTROLS FOR SNOWMELT SYSTEM: PROVIDE LIGHTING AND POWER FOR
907-390-4975
970479-2100
/2006
DR VAIL
SPRINKLERS FOR NEW STOMGE ROOM
SERVICES 800-87S3105
970479-2100
/2006
REPTl2O Run Id.5484
o
07-12-2006
Aoolicant:
Cohtractor:
Owner:
Applicant:
Contractor:
Contractor: SNOOZ'EASE HOME & HEARTH OUTFITTERS
1-1
ype:
F
Owner:
Applicant:
Contractor:
Data Re
R102 UL3OO WET CHEMICAL FIRE SUPPRESSION SYSTEMS. 2
THE SECOND FLOOR
Phone: (303) 35$0500
Plrone: (303) 355-0500
: 1211612O05 Sq
, VAIL
OF 3 WOOD BURNING FIREPLACES. 1 NATURAL GAS FIREPLACE AND 2 ELECTRIC
OPMENT INC
CE SUPPLY. INC,Phone: (719)591-0020
Phone: (719)591-0020WESTERN FIREPLACE SUPPLY. INC.
tvpe: AnTE E: 01
TION OF 24" MOUNTAIN TIMBER GAS LOG SET, ACCESSORY KIT AND
INTROL
PPLY, INC.Phone: (719) 591-0020
Phone: (719) 591-0020WESTERN FIREPLACE SUPPLY, INC.
1/2006 Sq
INFERNO GAS LOG SET WITH REMOTE CONTROL
,lE E.
, lNC. Phone: (719) 591-0020
Contracton WESTERN FIREPLACE SUPPLY, lNC.Phone: (719) 591-0020
DATE_E: O312312006 Sq Feet:
2 X 48" MASONARY FIREBOX AND 2 X 60" MASONARY FIREBOX
OUTFITTERS Phone: (303) 722-6698
Phone: (303) 722-6698
InEp
0/.t04t2006 Sq
Page 9
'P-d;;dr:
te Address:
)escription:
Owner:
Applicant:
Contractor:
)uF'
tus:
eet:Sq
3TEM WITH A WEIL-MCCLAIN ULTRA BOILER. WIRSBO HEPEX FOR
: TIE INTO GAS LINE AND RUN TO TWO FIREPLACES, RANGE, BOILER
LAZA CORP.
MOUNTAIN PLUMBING/HEATING
MEADOW MOUNTAIN PLUMBING/HEATING
Phone: 970-479-2981
Phone: 970-47$2981
2101-082-210X9
174 GORE CREEK DR VAIL
Run Id:5484REPTl2O
07-12-2006 Data
l
Owner:
Applicant:
Contractor:
BING & MECHANICAL,LLC
PEEK'S PLUMBING & MECHANICAL,LLC
Owner: OBERLOHR. KONRAD
Appticanti WESTERN FIREPLACE SUPPLY, lNC.
Contracton WESTERN FIREPLACE SUPPLY, lNC.
101-081-1301-
OO VAIL VALLI
SIaIUS:
Sq Feet:
WY VAIL
VIILY RESIDENCE.INSTALLATION OF AN OUTDOOR CAMPFIRE WITH SAGETY PILOT
Applicant MEADOW
Contractor: MEADOW
MOUNTAIN PLUMBING/HEATING
MOUNTAIN PLUMBING/HEATING
Phone: (970)390-0145
Phone: (970)390-0145
Phone: (719) 591-0020
Phone: (719) 591-0020
303-777-7700
303-777-7700
Sq Feet:
FT OF SNOWMELT FOR FRONT ENTRANCE TO PARKING GAMGE
NIUM ASSOC
Owner:
Applicant:
Contractor:MEADOW MOUNTAIN PLUMBING/HEATING
Phone: 970-47$2981
Phone: 970-47$2981
Sq
NI SPLIT AIR CONDITIONING UNIT TO COMPENSATE FOR THE
ITHE DISPLAY LIGHTING
PLUMBING/HEATING Phone: 970-4792981
Phone: 970-47$2981
I vDe:
TE'E:
REEK DR VAIL
AIL #331.WASHER DRYER ADDITION-ADD FLOOR DRAIN AND PAN FOR WASHER: 2
IX: 2 STUDER VENTS
Ownen BKM TRUST
Applicant: PEEK'S PLUMBING & MECHANICAL, LLC Phone: (970) 390-0145
Phone: (970) 390-0145Contractor: PEEK'S PLUMBING & MECHANICAL, LLC
Totals
Valuation:
Square Feet:
Fees Required:
Fees Collbcted:
Balance Due:
A,/P/D's Selected:
$180.797,374.58
676.809
$1,459,548.50
$1.088.623.62
$370.924.88'78
REPTl2O Run fd:5484
07-12-2008 Activity Data Report Page 11
7:37 am vail Co - city Of
Selection Criteria
T120
CO - City Of
Report ld:' Site:
User ld:
Run ld:
Date Range:
Levet:
Cateqorv:
Ty-pe6:
Status:
E 0't t01 12004 - 07 t1?J2006
07-12-2006 7:37:40 AM
B-PLMB, B-
REPT12O Run Id:5484
o Iilltu
paFDp
September l l, 2006
Town of Vail
Department of Community Development
Building Safety and Inspection Services
75 South Frontage Road
Vail, Colorado 81657
Attn: Chris Gunion, Building Plans Examiner
Re: Breakaway West - Fire Restoration
Building "B", Building 400
963 Lionsridge Loop
Vail, Colorado 81657
Dear Mr. Gunion:
This letter is written in response to the Plan Review Comments, dated Julyl8' 2006.
Itenis will be addressed separately and noted with the numbering system used in the Plan
Review.
Item #1. Table 3410.7 is attached which defines compliance alternatives for existing
construction. The calculated Fire Safety Score is 38.87, which exceeds the minimum
score of 17. The calculated Means of Egress Score is 52.47 , which exceeds the minimum
score of 34. The General Safety Score is 53.47 which exceeds the minimum score of 34.
Item #2. Drawings A-l to 4-6 have been revised to show egress plan from each of the
units in Building "B" and Building "A".
Item #3. A new exit access stair tower has been designed. It is shown on drawings A-l
to 4.-6. It is located adjacent to the exterior doors for units #421, #431 and #441. It is
and enclosed stair tower designed to meet 2-hour rating as required by IBC Section 1019.
Item #4. The designated building construction type for this project is Type V-A (one-
hour). The existing exterior exit stairways and egress balconies are framed like heavy
timber construction. Footnote c.l}inTable 601 states; "[n all occupancies, heavy timber
shalt be allowed where a l-hour or less fue-resistance rating is required."
Gu nlr r rt, f,dc?1
(\*A
Chris Gunion
September 11,2006
Page-2
Item #5. The exterior walls of the building are construated to meet the requirements of a
one-hour fire-resistance rating as described in GA File No. WP 8126 and GA File No.
WP 8105. IBC Table 715.3 requires doors in hour assemblies to have a 2O-minute fire
assembly rating. The door schedule on sheets A-9, A-10 and A-11 have been revised to
show tlre fire assembly rating requirement for the entrance doors to Unrrt #421, Unit #43 I
and Unit #441.
Item #6. The new stair tower is enclosed. There is a 4' roofoverhang on the eastside of
the stair tower. The overhang protects the exit access from snow and ice for the
occupants of Unit #44l,leadingto the door on the 4ft level entering into the stair tower.
The egress balcony for Unit #441 protects the exit access from snow and ice for the
occupants of Unit #431, leading to the door on the 3'o level entering into the stair tower.
The egress balcony of Unit #421 protects the exit.access from snow and ice for the
occupants ofUnit #42l,leadingto the door on the 2n0 level entering into the stair tower.
Item #7. The new enclosed stair tower shortens the common path of egress travel for
Uilt#42lto below the 75' maximum permitted by the IBC. (CHzuS WANTS ACTUAL
CALCULATED DISTANCES SHOWN ON DRAWINGS)
Item #8. The new enclosed stair tower shortens the common path of egress travel for
Unit #431 to below the75'maximum permitted by the IBC. (CHRIS WANTS ACTUAL
CALCULATED DISTANCES SHOWN ON DRAWINGS)
Item #9. The new enclosed stair tower shortens the common path of egress travel for
Unit#441to below the75'maximum permitted by the IBC. (CHRIS WANTS ACTUAL
CALCULATED DISTANCES SHOWN ON DRAWINGS)
Item #10. The new enclosed stair tower shortens maximum travel distance for Unit #441
to below the 200' maximum permitted by the IBC. (CHRIS WANTS ACTUAL
CALCULATED DISTANCES SHOWN ON DRAWINGS)
Item #11. Drawing A-2 has been modified to show the egress plan through the vestibule
on the ground level. This includes occupant loads from the underground parking area
and the pool area.
Item#12.
Item #13. The Ground Floor Construction Plan 1/A-8 was modified to show a handrail
on both sides of the vestibule stairway. The handrail is defined in Detail 6/A'24.
Item #14. The accessible route to the ground floor vestibule, bathrooms and exercise area
has been added to drawing A-2.
Item #15. Drawing 1/A-8 (Ground Floor Construction Plan) has been modified to show
5'-0" clear dimension at door #3.
Chris Gunion
September 11,2006
Page - 3
Item #16, The narow passageway has been reconfigured to provide a storage closet in
the kitchen and a storage closet accessed from the hallway.
Item #17. The stairway to the loft area in unit #441 has been modifed. Drawing A-11
has been modified to show the stair sections.
Item #18. The ceiling height in the Exercise Room is approximately 8'-0" a.f.f., except at
the funed ceiling on the north side of the room. This furred ceiling is at +7'-0" a.f,f.
which complies with the requirements of section 1208.2.1.
Item #19. Detail4/A-27 has been revised to show the two layers of 15# building paper
lapping over the back flange of the weep screed. All wall sections and details showing
stucco construction have been modified to show two layers of l5# felt building paper.
Item #20. The 'Natwal Stone" stone veneer selected for this project is "Robinson Rock"
- "Gold Rush". Typical wall sections (l/A-18) note that stone veneer to be installed with
mortar application with all joints grouted and finished. Installation to meet requirements
of "Adhered Natural Stone Veneer Installation Guide" by "The Rocky Mountain
Masonry Institute". No ICC ES report is available for this product. A copy of the
Installation Guide is attached. Attached is a copy of section 6.3 .2.2 from Chapter 6 of the
2002 MSJC which is referenced in IBC Section 1405.9 - Adhered masonry veneer.
Section 6.3.2.2 defines wall are limitations. This states that the height, length and area of
adhered veneer shall not be limited.
Item#2l. Attached is a copy of ICC ES report NER-681 for "Thermax Sheathing". The
Legacy Report states that the insulation boards are tested in accordance with ASTM E84
and have a flame spread of less than 25 and a smoke-developed index of less than 450.
The test results comply with the requirements of Section 2603.3. The one-hour fire-rated
exterior wall assembly is listed as Gypsum Association File No. WP 8126. This
assembly is tested with a maximum I Yz" layer of polyisocyamrate foam sheathing. The
text of this assembly is shown on drawing A-25. Also attached is copy of product
information by Dow Styrofoam showing use of "Thermax" sheathing under stucco.
Two copies of the revised drawings are attached to this letter.
If you need further clarification, please feel free to call me at303-797-7772.
Sincerely,
Thomas R. Brunn - Architect
From:
To:
Date:
Subject:
Chris Gunion
Seyferth & Associates
0210612007 9:23:35 AM
Re: Breakaway West
The building permit applicant will need to submit re-construction plans showing compliance to the 2003
IBC and addressing all Town of Vail Building Safety and Inspection plan review comments issued
7l18l20OO and all other items as previously discussed. I do not have any meeting time available at this
time. Please note, we have already met to discuss this project three times since the plan review
comments were issued.
>>> "Seyferth & Associates" <BSA@Seyferth.com> 0A05lO7 11:00 AM >>>
To: Chris
From:Tom Brunn
Would it be possible to schedule a meeting to review the project parameters
for the reconstruction of Breakaway West? This meeting would include the
Insurance Adjustor, HOA Representatives, Belfor and the Architect. The
dates currentlyopen are February 15, February 16, February 21 and February
22. Time 11:00 would be best for those coming up the Vail from Denver.
Tom Brunn
Brian Seyferth and Associates
5583 S. Prince Street
Littleton, CO 80125
ph 303-797-7772
fx303-797-7773
tom (Osevferth.com
www.sevferth.com
tr=rFoR t l'
To: Chris Gunion, Building Plans Examiner T.O.V.
Thank you for informing us that our building permit applications for Breakaway West
Condo, #806 - 0138 has expired. Our intent is to keep this application valid. Therefore
we would like this permit application to be considered for a 90 day extension.
Also we would like it be known that the extensive electrical work, concrete retaining
wall, stairway, guardrail and flatwork that has occurred at Breakaway was done by
others. No one with BELFOR or associated with BELFOR was or is involved with any
of this said work.
Thank you again.
Sincerely
Jim Elhardt
P.I!l. BELFOR USA
303.301.5174
BELFOF USA
80239 303.425.9700 800.466.4228 Fax: 303.425 9499
www.belforusa.com
4690 Joliet Street Denver, CO
#EE.,rchirecis
Jrurre72"2N7
Mt Chris Gunion
Plans Examiner
Town of Vail Community Development
75 S. Fronage Road
va4 CO 81657
Re Building Pernit #B 0G0138
Bteakaway \Uflest
Dear Chds,
Attached ate the Building Petmit dawings I picked up ftom your offrce fot the above-tefenenced
proiect.
I have inserted tle tevised alchitectutal dawings concetniog the new stair towet into each set thus:
A-14, A-15, A-32, A-33,A-34, A-35, A-38 and A-39
Also, I bave inseted revised stnrchual dswings into the ooe set to which they were attached thus:
s-l, s-46, S-50, S-52, S-53
Ao additiond set of the affected revised structual drawings is induded should you have a need for
them.
Again, thank you fot all the time you've spent vith us and especielly your Patience.
Sincerdy,
Thomas R Du Bois, AIA
cq Tom Bnrnn, Bdan Seyferth andAssociates
PO Box 1492
VaiI, CO 81658
tel: 970-479-7387
hx:9G476-M77udubois@annet
PROFESSIONAL E N GINE ER
March 16.2007
Towri of Vail
Department of Cornmunity Development
Building Safety and Inspecrion Services
75 South Frontage Road
Vail. Colorado 81657
Atbr:Chris Gunion
Building Plans Examiner
Breakaway West - Fire Restoration
Building "B", Building 400
963 Lionsridge Loop
Vail, Colorado 81657
ffi$ffBc@ ffi@PY
Fh64i)n
Re:
--.-.-*---_
, ,t i.
i
illAR 21Z00l il
Dear Mr. Gunion:
This letter is written in response to the Plan Review Comments, dated July 18, 2006.
Items will be addressed separately and noted with the numbering system used in the Plan
Review.
Item #1. Table 3410.7 is attached which defines compliance altematives for existing
construction. The calculated Fire Safety Score is 32.57, which exceeds the minimum
score of 17. The calculated Means of Egress Score is 37.93, which exceeds the minimum
score of 334. The General Safety Score is 39.93, which exceeds the minimum score of
34. The fireplaces in the other eight units are being reconstructed. New gas log
fireplaces are to be installed with separate one-hour fire-rated shafts for the vent
extending through the roof.
Item #2. Drawings A-1 to 4-6 have been revised to show egress path for each of the
units in Building 400 and Building 300.
Item #3. A new exit access stair tower has been designed. The location of the stairs is
referenced on drawings A-1 to 4,-6. The construction plan for all levels of the stairs is
shown on drawing A-32. Small-scale reference stair sections are shown on drawing A-
5583 South Prince Street . Litdeton. Colorrdo g)120
Ofiice (303) 797-lnZ . hx (3O3) 797-7773 . E-mail bsa@seybrth.com
Chris Gunion
March 16.2007
Page - 2
:lI Orawings A-34, A-35 & 4-36 show large-scale detailed stair sections' Drawing A-
38 defines handrail and guardrail locations arid dimensions. Drawings A-39 to A-41 show
details for the constructin of the stair tower. It is designed to meet the requirements of
IBC Section 1019.
Item #4. The designated building construction type for this project is.Type v-A (one-
hour). The existing exterior stairiays and egress'balconies are framed like heavy timber
construction. Footnote c.12 in Table 601 states; "ln all occupancies, heavy timber shall
be allowed where a l-hour or less fltre-resistance rating is required'
Item #5. The exterior walls of the building are constructed to meet the requirements of a
one-hour fire-rssistance rating as described in GA File No. WP 8126 and GA File No'
WP 8105. IBC Table 715.3 iequires doors in one-hour assemblies to have a 2o-minute
fire assembly rating. The door schedule on sheets A-9, A-10 and A-l I have been revised
to show the fire assembly rating requirement for the entrance doors to Unit #421, Unit
#431, and Unit #441.
Item #6. The new stair tower is enclosed. There is a 4-foot roof overhang to the East
Side ofthe stair tower. This overhang protects the exit access from snow and ice for the
occupants of Unit l44l,leading to tlre door on the 4tr level entering into the stair tower.
The igress balcony for Unit # 441 protects the exit access from snow and ice for the
o.".rpirrt of Unit #431, leading to the door on the 3'd level entering into the stir tower.
The igress balcony of Unit #431 protects the exit access from snow and ice for the
o"rupiot. of Unit 1i421, leading tq the door on the 2nd level entering into the stair tower.
Item #7. The new enclosed stair tower shortens the common path of egress travel for
tJnit#421to 56 feet, which is below the 75 foot maximum permitted by the IBC.
Item #8. The new enclosed stair tower shortens the common path of egress travel for
Unit fl43l to 56 feet, which is below the 75 foot maximum permitted by the IBC.
Item #9. The new enclosed stair tower shortens the common path of egress travel for
unit #441 to 63 feet, which is below the 75 foot maximum permitted by the IBC.
Item #10. The exit travel distance from the Loft of Unit #552 is 158 feet. This is shown
on drawing ,4.-6.
5583 South Prince Street . Litdeton. Coloredo 8)120
Oftce (303) 797-7nZ . Fzx (303) 797-7773 . E-mail bsa@seyferth.com
Chris Gunion
March 16,2007
Page - 3
Item #l l. Drawing A-2 has been modified to show the egress plan through the vestibule
on the ground level. This includes occupant loads from the underground parking area
and the pool area.
Item#l2. The exterior walls of Building 400 are constructed to meet the requirements of
a one-hour fire-resistance rating as described in GA File No. wp 8126 and GA File No.
wP 8105.
Item #13. The Ground Floor Constuction Plan l/A-8 was modified to show a handrail
on both sides of the vestibule stairway. The handrail is defined in Detail 6/A-24.
Item #14. The accessible route to the ground floor vestibule, bathrooms and exercise area
has been added to Drawins A-2.
Item #15. Drawing liA-8 (Ground Floor Construction Plan) has been modified to show
5'-0" clear dimension at door #3.
Item #16. The narrow passageway has been reconfigured to provide a storage closet in
the kitchen and a storage closet accessed from the hallway.
Item #17. The stairway to the loft area in tJnit #441 has been modified. Drawing A-l I
has been modified to show the stair section.
Item #18. The ceiling height in the Exercise Room is approximately 8'-0'a.f.f., except at
the funed ceiling on the north side of the room. This funed ceiling is at +7'-0,' a.f.f.
which complies with the requirements of section 1209.2.1.
Item #19. Detail 4/A-27 has been revised to show the two layers of 15# building paper
lapping over the back flange of the weep screed. Alt wall sections and details showing
stucco construction have been modified to show two layers of 15# felt building paper.
Item #20. The "Natural Stone" stone veneer selected for this project is "Robinson Rock"
- "Gold Rush". Typical wall sections (l/A-18) note that stone veneer to be installed with
mortar application with all joints grouted and finished. Installation to meet requirements
of "Adhered Natural Stone Veneer Installation Guide" by "The Rocky Mountain
Masonry Institute". No ICC ES report is available for this product. A copy of the
5583 South Prince Street . Linleton, Colondo 80120
Otrce (303) 7t7-7m . hx (3031797-7773 . E-meil bsa@seyftrth.com
Chris Gunion
March 16,2007
Page - 4
Installation Guide is attached. There is a copy of Section 6.3.2.2 from Chapter 6 of the
2002 MSJC, which is referenced in IBC Section 1405.9 - Adhered Masonry Veneer.
Section 6.3.2.2 defines wall area limitations. This stated that the height, length and are of
adhered veneer shall not be limited.
Item #21. Attached is a copy of ICC ES report NER-681 for "Thermax Sheathing". The
Legacy Report states that the insulation boards are tested in accordance with ASTM E84
and have a flame spread of less than 25 arrd a smoke-developed index of less than 450.
The test results comply with the requirements of section 2603 .3. The one-hour fire-rated
exterior wall assembly is listed as Gypsum Association File No. WP 8126. This
assembly is tested with a maximum I Vz" layer of polyisocyanurate foam sheathing. The
test of this assembly is shown on Drawing A-25. Also attached is a copy of product
information on Dow Styrofoam showing use of "Thermax" sheathing under stucco.
Item #22. The Design Criteria is shown on Drawing S-2 in the General Notes area. It
lists the Seismic Load information.
Item #23. The Design Criteria is shown on Drawing S-2 in the General Notes area. It
lists the wind load information required by IBC I 603. I .4.
Item#24. The plans that have shaded areas have a key on the plan.
Item#2l. The water heater specification on The Plumbing Fixture Schedule on Drawing
P-0 was revised to add the note "Direct P & T relief drain to trap on nearest sink, with 1"
airgap".
Item#26. All new fixtures connect to existing piping at the same location.
Item#27. All gas piping is existing to remain, no changes.
Item #28. Drawing liTr4-l (Ground Floor
identihes the combustion air louver. Keyed
located on the west wall of the Utilitv Room.
Mechanical Plan) shows keyed note #1
note #7 identifies the dilution air louver,
Item#29. Drawing l/I{-l (Ground Floor Mechanical Plan) identifies the boiler as "B-1"
and the domestic water heater as "WH- I ". The size in MNH is noted on the "Mechanical
Equipment Schedule" shown on Drawing M-6.
5583 South Prince Str€et . Lialeton, Color.do 80120
Oftce (303) n7-7Tn . Fax (303l n7-ln3 . E-mail b3r@setGrtfi.com
Chris Gunion
March 16,2007
Page - 5
Item #30. All of the existing fireplaces in Building 400 are to be replaces with new gas
log fireplaces. The new units are "HEAT-N-GLO" model SL-750-TR. The new
fireplaces are notes as "FP-l" on the drawings and are shown on the Plumbing Fixture
Schedule on Drawing P-0.
Item #31. New exit sigrrs and egress lighting have been installed at exit stairways and
walkways.
Item#32. Disconnect for FC-l has been provided.
Item #33. A Switch for water has been provided.
Item #34. Bedrooms to have arc-fault protection per NEC 2005, 2 I 0. l2(B).
Item #35. Battery backup in Zl fixtures.
Item#36. Kitchen receptacles show GFI protection per NEC 21 0.8 (A) (8).
Item#37. Panelboards given required clearances, see architectural drawings.
Item #38. GFCI rated circuit breakers to be provided for heat tape circuits. E-8.
Item#39. All NM cables to be removed and replaced with MC cable in the affected units.
Item#40. Holy Cross Energy does not have the capacrty to determine peak demand loads
at this location for the "HP" panel. Full load values have been entered in the panel
schedule for *HP" on sheet E-9. This shows the new panel to have spare capacity.
If you need further clarification, please feel free to call me at 303-797-7772.
Sincerely,
\3*^-,C{ B,^^^-
Thomas R. Brunn - Architect
5583 South Prince Street . Litleton, Colondo ff1120
Otrice (303) D7-1772 . Fzx (3O3) 797-7773 . E-mail bse@seftunh.com
THOMAS RYGG
BRUNN
B-10325lrc1o1
. EXFNNG STRUCTURES '
oV I ob it>-7
lrr.v eJ
TABLE 3/HC7
SUIIIAFY SHEET _ BT'ILI,|NG CODE
TAALE 3410.9
EVALUATIOI{ FORTI'LAS!
a. FS = Firc Safcty MFS = Mandatory Ftre Safety
ME = Inieens of Egess MME = Mrndruy Mcans of ESr€ss
GS = C!*"t t* MCS = Mandatory Gern:al Srfdy
578 AXx| NTERNATIOT{AL BTNLT,|NGI OOI'BO
Fercfitage of opea pcrineier t '? *
Existing occrrponcy K-Z - I(dsrb4'it{JAr c-o*-rr':'il j r,t' r a.rl Pr,oposed occupanca g-Z Kl:i4r r'rd^l-i tlL ( ,1,t 'Lrr'\lr,
Nomber of stories G Heigr,t in r""t 5 l t' & "
erca per noor 1 9'1 Z -r\ p - Z l.(. (" Avr pn,
Percentage ofbcigbt rEduction %
C-onidm wall rating i - Fi orA
Year building was coosnucrcd
Type of consauction
Compktcly srrgeesed.
compaftmcntationr K i\Requirrd door closcrs:ves I No
Firc-resisance rating of vcrtical opening enclosurcs A l,: - tj tlu ((.
Tlpe of HVAC systcm FA4FaoeAO F-qr,,A-r gr serving numberof floors O
Automatic firc ilc,recrion: Yes No-type anit.Iocation Dl I t rlJ t'rg { , Bep( t^,-,vi 1
gpe F{sA-r r>e'Y'.L}"D(1
type [{rrlr'ts Fy.ly to Exll T..ALapN!d(.
Dead ends:Yes
-
No y
Marimum exit access travel distance I 58 F€r:--i- -
Means of cgress emcrgency lighting: Ycs
t{o
-
No
Yes
Yes
FirB alum sFterr:
Smoke conrol:
Adcquate exit rout s:
Yes v/ I.to-
Yes \/ No-
Yes t/" No-
Elev or controls: Yes
-
No t'/
Mixed occupancies: Yes-No y'
SAFETY MRAIETERS FAE SAFETY GS)EAt(iOFEGAESS(rIE)GENENAL SAFETY (GSI
3rU0.6. I Buildirg H€ighl
3410,62 Buil&€ Arca
3110.63 Coruarrarcnation
-Q.lo :,:. :' -r
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3410.6.4 TcnNDt and Dr|cuht Unit S€Fralioos
34!0.6J Corridor walls
3410.6.6 rr'crtical Oocnirss
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3410.6.7 tMC Sysrsns
34lo.6t Automatic F|c Dardioo
3410.6.9 Fre Alarm Svsern
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3410.6. t0 Srtro,lrc cmtml
310.6.1I It eans of Egr€ss
3410.6. 12 Dead elds
cl
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34105. 14 Elcaabr Cortrol
34fO.6.tS Me Eof Eslss En rcffy t.iebtiDr
\P NP I.J P.
3,{ 10.6. 16 Mired Ocaryarcics
34 l 0.6- 17 Autom*ic Sprinkl€rs
3410.6, 18 Incidental Use
+4 ++ +2= 7-
O
{-4I
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t . . tflo applicable yrhc to bc ioscrtcd.
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5201 E. 48TH AVE./DENVER. CO 80216
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5201 E.48TH AVE./DENVER, CO 80216
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5201 E.48TH AVE./DENVER. CO 80216
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5201 E.48TH AVE./DENVER. CO 80216
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BRIAN SEYFERTH & ASSOCIATES,INC,
PROFESSIONAT ENGINEER
FoG-or3 B
December 7 ,2007
Town of Vail
Department of Community Development
Building Safety and Inspection Services
75 South Frontage Road
Vail, Colorado 81657
Attn: Buildinglnspector
Re: Breakaway West - Fire Restoration
Building "B", Building 400
963 Lionsridge Loop
Vail, Colorado 81657
Gentlemen:
This letter is written in response to the recent inspection of the installation of Firestop
Sealant at penetrations of one-hour fire-rated wall and floor/ceiling assemblies at
Breakaway West. The contractor has proposed to use Hilti "FS-ONE" -High
Performance Intumescent Firestop Sealant. This material has been approved for
installation to protect penetrations for fire-rated assemblies for many different items
penetrating the assemblies. I will identify each separately. A copy of each of the
referenced U. L. System designs is included at the end of this letter.
Item #1. 3/o" and 2" copper piping.
For penetrations of plates at floor levels - U.L. System No. FC 1009
This system makes reference to L500 Series Floor/Ceiling Designs in the
UL Fire Resistance Directory. The floor assemblies referenced in the
reconstruction drawings are L-501 and L-516. This system makes
reference to U300 wall assemblies. The wall assemblies referenced in the
reconstruction drawings are U-305, U-309, U-314, and U-354.
For penetrations of wall assemblies - U.L. System No. WL 1054
This system makes reference to U300 wall assemblies. The wall
assemblies referenced in the reconstruction drawinss are U-305. U-309,
U-314 and U-354.
5583 South Prince Street . Littleton, Calorado 80120
Oftce (303) 797-m2 , Fax (30317j7-7773 . E-mail bsa@seyftrth.com
ll r= r'i.'l 1r-: ; V li=l 'RIt llll
il ll t7
TOWN OF VAIL
Building Inspector
December 7,2007
Page - 2
Item#2. 4" cast iron pipe
For penetrations of plates at floor levels - U.L. System No. FC 1009
This system makes reference to L500 Series Floor/Ceiling Designs in the
UL Fire Resistance Directory. The floor assemblies referenced in the
reconstruction drawings are L-501 and L-516. This system makes
reference to U300 wall assemblies. The wall assemblies referenced in the
reconstruction drawings are U-305, U-309, U-314, and U-354.
For penetrations of wall assemblies - U.L. System No. WL 1054
This system makes reference to U300 wall assemblies. The wall
assemblies referenced in the reconstruction drawings are U-305. U-309.
U-314 and U-354.
Item #3. 2 /2" steelpipe
For penetrations of plates at floor levels - U.L. System No. FC 1009
This system makes reference to L500 Series Floor/Ceiling Designs in the
UL Fire Resistance Directory. The floor assemblies referenced in the
reconstruction drawings are L-501 and L-516. This system makes
reference to U300 wall assemblies. The wall assemblies referenced in the
reconstruction drawings are U-305, U-309, U-314, and U-354.
For penetrations of wall assemblies - U.L. System No. WL 1054
This system makes reference to U300 wall assemblies. The wall
assemblies referenced in the reconstruction drawings are U-305, U-309,
U-314 and U-354.
ItemlA. 2" PVC pipe
For penetrations of plates at floor levels - U.L. System No. FC 2030
This system makes reference to L500 Series Floor/Ceiling Designs in the
UL Fire Resistance Directory. The floor assemblies referenced in the
reconstruction drawings are L-501 and L-516. This system makes
reference to U300 wall assemblies. The wall assemblies referenced in the
reconstruction drawings are U-305, U-309, U-314, and U-354.
For penetrations of wall assemblies - U.L. System No. WL 2098 and WL2128
This system makes reference to U300 wall assemblies. The wall
assemblies referenced in the reconstruction drawings are U-305, U-309,
U-314 and U-354.
5583 South Prince Street . Littleton. Colorado 80120
Oftce (303) 797-n72 . Fat (3$l n7f,771 . E-mail bsa@seyferth.com
Building Inspector
December 7,2007
Page - 3
Item #5. Cable Wires
For penetrations of plates at floor levels - U.L. System No. FC 3012
This system makes reference to L500 Series Floor/Ceiling Designs in the
UL Fire Resistance Directory. The floor assemblies referenced in the
reconstruction drawings are L-501 and L-516. This system makes
reference to U300 wall assemblies. The wall assemblies referenced in the
reconstruction drawings are U-305, U-309, U-314, and U-354.
Item #6. Phone Wires
For penetrations of plates at floor levels - U.L. System No. FC 3012
This system makes reference to L500 Series Floor/Ceiling Designs in the
UL Fire Resistance Directory. The floor assemblies referenced in the
reconstruction drawings are L-501 and L-516. This system makes
reference to U300 wall assemblies. The wall assemblies referenced in the
reconstruction drawings are U-305, U-309, U-31,4, and U-354.
Item#7. Alarm Wires
For penetrations of plates at floor levels - U.L. System No. FC 3012
This system makes reference to L500 Series Floor/Ceiling Designs in the
UL Fire Resistance Directory. The floor assemblies referenced in the
reconstruction drawings are L-501 and L-516. This system makes
reference to U300 wall assemblies. The wall assemblies referenced in the
reconstruction drawings are U-305, U-309, U-314, and U-354.
Item #8. Electrical Feeders to Panels in individual units.
For penetrations of plates at floor levels - U.L. System No. FC 3012
This system makes reference to L500 Series Floor/Ceiling Designs in the
UL Fire Resistance Directory. The floor assemblies referenced in the
reconstruction drawings are L-501 and L-516. This system makes
reference to U300 wall assemblies. The wall assemblies referenced in the
reconstruction drawings are U-305, U-309, U-314, and U-354.
Item #9. Sheet Metal Ducts.
For penetrations of wall assemblies - U.L. System No. WL 7042
This system makes reference to U300 wall assemblies. The wall
assemblies referenced in the reconstruction drawings are U-305, U-309,
U-314 and U-354.
5583 South Prince Strcet . Littleton, Colorado E)120
Office (303) n7-7777 , Fax (3\117i7fn3 . E-mail bsa@seyferth.com
Building Inspector
December 7,2007
Page - 4
The firestop system "FS-ONE will provide the one-hour fire protection for penetrations
of elements of fire/rated floor and wall assemblies if installed according to installation
instructions for each of the individual systems referenced for each of the different
penetating items.
If you need further clarification, please feel free to call me a1303-797'7772.
q. b^^^^^-
Thomas R. Brunn- Architect
CC - Belfor Construction Serrrices - Jim Elhardt, Gene Treppeda
5583 South Prlncc Street . Uttleton, Cobrado q)120
Officc (303) n7-ln2 . Fzx (3031 797-7773 . E-meil bse@seybrth.com
System No. F-C-1009
F Rating - 1 and 2 Hr (See ltem 1)
T Rating - 1 Hr and 2 Hr (See ltem 1)
L Rating At Ambient - Less Than 1 CFM/sq ft
L Rating At 400 F - 4 CFM/sq ft
SECTII]N A.A
1. Floor-Ceiling Assembly - The I or 2 hr fire-rated solid or lrussed lumber joist floor-ceiling assembly shall be constucted oi the materials and in
the manner specified in tlre individual 1500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F Rating of the firestop system
is equal to the rating of the floor-ceiling and wall assemblies. The general construction features of the floor-ceiling assembly are summarized
below:
A. Flooring System - Lumber or plyrrrood subfloor with finish floor of lumber, plywood or Floor Topping Mixture- as specified in the individual
Floor-Ceiling Design. Diam of opening to be max 1 in. larger than diam of pipe. As an alternate, the opening may be square-cut with a max
dimension I in. greater than he diam ol the pipe.
B. Wood Joists'- Nom 10 in. deep (or deeper) lumber, steel or combination lumber and steeljoists, trusses or Structural Wood Members'with
bridging as required and with ends frestopped.
C. Funing Channels - (Not Shown) -(As required ) Resilient galvaniad steel funing installed in accordance with the manner specified in the
individual 1500 Sedes Designs in the Fire Resistance Directory.
D, Gypsum Board- - Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Diam of
opening to be max 1 in. larger than diam of pipe.
B. Sole Plate - Nom 2 by 4 in., 2 by 6 in. or parallel 2 by4in. lumber plates, tightly butted. Diam of opening is to be max 1 in. largerthan diam
of pipe. As an altemate, the opening may be quare-cut with a max dimension I in. greater than the diam of the pipe. Plales may be
discontinuous over opening, terminating at trrro opposing edges of opening. Max length of discontinuity to be 1 in. greater than diam of
ttrrough penetrant.
C. Top Plate - The double top plate shall consist of tuo non2by 4in.,2 by 6 in. or two sets of parallel 2 by 4 in. lumber plates, tightly butted.
Diam of opening is to be max 1 in, larger than diam of pipe. As an altemate, the opening may be square-cut with a max dimension 1 in.
greater than the diam of the pipe. Plates may be discontinuous over opening, terminating at two opposing edges of opening. Max length of
discontinuity to be 1 in. greater han diam of through penettant.
lrlll=t-Lrr!'
FIRESTOP SYSTEMS
Reproduced by HlLTl, Inc. Couflesy of
U nderwriters Laboratories, Inc.
December'10. 2004 .off,
System No, F-C-1009
F Rating -1and2Hr (See ltem 1)
T Rating - 1 Hr and 2 Hr (See ltem 1)
L Rating At Ambient - Less Than 1 CFM/sq ft
L Rating At 400 F - 4 CFM/sq ft
D. Steel Plate - When lumber plates are discontinuous, nom 1-1/2 in. wide No, 20 gauge (or heavier) galv steel plates shall be installed to
connect each discontinuous lumber plate and to provide a brm for tre fill material, Steel plates sized to lap 2 in. onto each discontinuous
lumber olate and secured to lumber plates with steel screws or nails.
E. Gypsum Board'- Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.
2. Chase Wall - The through penetrant (ltem 3) shall be routed through a 1 or 2 hr fire+ated single, double or staggered wood studigypsum board
chase wall having a fire rating consistent wittr that of the floor-ceiling assembly. Depth of chase wall to be min 1 in. greater than the diameter of
the through penetrant. The chase wall shall be constructed of the materials and in the manner specified in lhe individual U300 Series Wall and
Partition Designs in fre UL Fire Resistance Directory and shall include the following construction features:
A.Studs-Nom2by4in.,2by6in.ordoublenom2by4in. lumber studs. Nom 2 by4 in. studs are allowed for through-penetranb (ltem 3)
not exceeding nom 2 in. diam.
3. Through Penetrants - One metallic pipe, conduit or tubing to be installed within the lirestop system. Pipe, conduit or tubing lo be rigidly supported
on both sides of ffoor assembly. The annular space within the firestop system shall be min 0 in. (point contact) to max 1 in.. The following types
and sizes of metallic pipes or conduits may be used:
A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.
B. lron Pipe - Nom 4 in. diam (or smaller) cast or ductile iron pipe.
C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit.
D. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing.
E. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe.
4. Fill, Void or Cavity Material' - Sealant - Min 3/4 in. thickness of lill material applied within the annulus, flush with the top surface of lhe ioor or the
sole plate. A generous bead of fill material also applied within the annulus ol the top plate, flush with bottom surface of lower lop plate
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP601S, CP606 or FS-One Sealant. (Note: L Ratings apply only when FS-ONE
Sealanl is used.)
'Bearing lhe UL Classification Ma*
FIRESTOP SYSTEMS
Reproduced by HlLTl, Inc. Courtesy of
Underuriters Laboratories, Inc.
December 10,2004 .o6n,
System No. W-L-1054
F Rctings - I ond 2 Hr (See ltems 1 ond J)
TRoting-0Hr
L Roting At &nbient - Less lhon I CFM/Sq R
L Roting At 400 F - 4 CFt/Sq Ft
SECTION A-A
1. Woll Assembly -- The I or 2 hr fire-roted gypsum wollboord,/stud woll ossembly sholl be constructed of
the moteriols ond in the monner specified in the individuol UJ00 or U400 Series Woll ond Portition Designs
in the UL Fire Resistonce Directory ond sholl include the following construction feotures:
A. Studs -- Woll froming moy consist of either wood studs or sieel chonnel studs. Wood studs to
consist of nom 2 by 4 in. lumber spoced 16 in. 0C. Steel studs to be nin 2-1/2 in. wide ond
spoced mox 24 in. 0C. V{hen steel studs ore used ond the diom of opening exceeds the width of
stud covity, the opening sholl be fromed on oll sides using lengths of steel stud instolled between the
verticol studs ond screw-ottoched to the steel studs of eoch end. The lromed opening in the woll
sholl be 4 to 6 in. wider ond 4 to 6 in. higher thon the diom of the penetroting item such thot,
when the penetroting item is instolled in the opening, o 2 to J in. cleoronce is present between the
penetroting item ond the froming on oll four sides.
B. Gipsum Boord* -- 5/6 in. ttrict<, 4 ft wide with squore or topered edges. The gypsum boord type,
thickness, number ol loyers, fostener type ond sheet orientotion sholl be os specified in the individuol
U300 or U400 Series Design in the UL Fire Resistonce Directory. Mox diom of opening is 32-1/4 in.
lor sieel stud wolls. Mox diom of opening is 14-1/2 in. for wood stud wolls.
The F Roting of the firestop sptem is equol to the fire roting of the woll ossembly.
G{mffl'Reproduced by HILTI, Inc. Courtesy of
Undenvriters Loborotories, Inc.
Oecember 4, 2002 ,6".
System No. W-L-1054
F Rctings - 1 od 2 Hr (See ltems I ond J)
TRoting-0Hr
L Roting At lmbient -- bss Thon I CFU/Sq Ft
L Roting At 400 F - 4 CFlt/Sq Ft
2. Ihrough-Penetronts -- One metollic pipe, conduit or tubing to be instolled either concentricolly or
eccenlricolly within the firestop system. The onnulor spoce sholl be min 0 in. to mox 2-1/4 in. Pipe moy
be instolled with continuous point contoct. Pipe, conduit or tubing moy be instolled of on ongle not greoier
thon 45 degrees from perpendiculor. Pipe, conduit or tubing to be rigidly supported on both sides of woll
ossembly. The following types ond sizes of metollic pipes, conduits or tubing moy be used:
A Steel Pipe -- Nom J0 in diom (or smoller) Schedule 10 (or heovier) steel pipe.
B. kon Pipe -- Nom J0 in. diom (or smoller) cost or ductile iron pipe.
C. Conduit -- Nom 4 in diom (or smoller) steel electricol metollic tubing or 6 in. diom steel conduit.
D. Copper Tubing -- Nom 6 in. diom (or smoller) Type L (or heovier) copper tubing.
E. Copper Pipe -- Nom 6 in. diom (or smoller) regulor (or heovier) copper pipe.
3. Fill, Void or ftvity MoterioF -- Seolont -- Min 5/8 in. thickness of fill moteriol opplied within the
onnulus, llush with both surfoces of woll. At the point or continuous contoct locotions between pipe ond
woll, o min 1/2 in, dion beod of fill moteriol shqll be opplied of the pipe woll interfoce on both surfoces
of woll .
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC -- FS-0ne Seolont
*Beorino the UL Clossificotion Mork
HIbtr-Lr=!'Reproduced by HlLTl, Inc. Courtesy of
UndeMriters Loborotories, Inc.
Decemb€r 4, 2002 ,ff-
Svstem No. F-C-2030
F Rotin{s - | ond 2 Hr (See item 1)
T Rotings - O.-3f4, l, 1-1/2 ond 2 Hr (See ltem J)
1. Floor-Ceiling Assembly - The 1 or 2 hr fire-rqted solid or trussed lumber joist floor-ceiling ossembly
sholl be constructed of the moteriols ond in the monner specified in the individuol 1500 Series Floor-Ceiling
Designs in the UL Fire Resistonce Dkectory. The F Roting of the firestop system is equol to the roting
of the floor-ceilinc ond woll cssemblies, Ihe generol construction feotures of the floor-ceiling ossembly
ore summorized below:
A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor
Topping lvlixturer os specified in the individuol Floor-Ceiling Design. Mox diom of floor opening
is 5 in.
B. Joists - Nom 10 in. deep (or deeper) lumber, steel or combinotion lumber ond steel joists,
trusses or Structurol V/ood lr4embers* with bridging os required ond with end firestopped.
C. Gypsum Boordt - Thickness, lype, number of loyers ond fosteners sholl be os specified in
the individuol Floor-Ceiling Design. Moximum diom of opening is 5 in.
D. Furring Chonnels - (Noi Shown) (As required) - Resilient golvonized steel funing instolled in
occordonce with the monner specified in the individuol 1500 Series Designs in the Fire Resistonce
Directory.
Hlbtr1l=l'Reodm.d bt iln, htc Caldtt of
lhdcrtitrr Ldottrtil, Inc
Iad| 2e ZI)1 tr
Svstem No. F-C-2050
F Rotin{s - | ond 2 Hr (See ltem 1)
T Rotings - O, 3f 4, 1, 1-1/2 ond 2 Hr (See ltem 3)
2. Chose tttoll - lhe through penetront (ltem J) sholl be routed through o I or 2 hr fire-roted single,
double or stoggered wood stud,/gypsum wollboord chose woll hoving o fire roting consistent with thot of the
floor-ceiling ossembly. lhe chose woll sholl be constructed of the moteriols ond in the monner specified in
the individuol U300 Series Woll ond Portition Designs in the UL Fire Resistonce Directory ond sholl include
the following conshuction feotures:
A. Studs - Nom 2 by 6 in. or double nom 2 by 4 ln. lumber studs.
B. Sole Plote - Nom 2 by 6 in. (or lorger) or porollel 2 by 4 in. lumber plotes, tightly butted.
Mox diom of sole plote opening is 4 in.
C. Top Plote - The double top plote sholl consist of two nom 2 by 6 in. (or lorger) or porollel
2 by 4 in. lumber plotes, tightly butted. Mox diom of iop plote opening is 4 in.
D. Gypsum Boord* - Thickness, type, number of loyers ond fosteners sholl be os specified in
individuol Woll ond Portition Design.
5. Through-Penetronts - One nom 1-1/2 in., 2 in. , J in. or 4 in. diom nonmetollic pipe to be instolled
within the firestop system. Oiom of opening through flooring system ond through sole ond top plotes of chose
woll tobemox2-1/8in.,2-5/8in.,4in.or5in.fornon1-1/2in.,2in.,Jin.or4in.diom
nonmetollic pipe sizes, respectively. Pipe to be rigidly supported on both sides of the floor-ceiling ossembly.
The T Roting is dependent on the size of ihe through-penetront. For 2 hr roied ossemblies, the T Roting is
2hr tor 1-1/2in. diom (ond smoller) pipes ond 1-1/2 hr for pipes greoter thon 1-1/2in. diom. For'l hr
roted ossemblies, the T roting is t hr for 1-1/2in. diom (ond smoller) pipes, 3f4 hr lor 2 in. diom pipes
ond 0 hr for pipes greoter thon 2 in. diom. The following types of nonmetollic pipes moy be used:
A. Polyvinyl Chloride (PVC) Pipe - Schedule 40 solid-core or cellulor core PVC pipe for use in
closed (process or supply) or vented (droin, woste or vent) piping system.
B. Chlorinoted Polyvinyl Chloride (CPVC) Pipe - SDRIT CPVC pipe for use in closed (process
or supply) or vented (droin, woste or vent) piping systems.
C, Acrylonitrile Butodiene St),rene (ABS) pipe - Schedule 40 solid-core or cellulor core ABS
pipe for use in closed (process or supply) or vented (droin, woste or vent) piping systems..
D. Fiome RetorCont Polypropylene(FRPP) Pipe - Schedule 40 FRPP pipe for use in closed (process
or supply) or vented (droin, woste or vent) piping system.
4. Firestop System - The detoils of the firestop system sholl be os follows:
A Fill, Void or Covity lr4oteriol* - Seotont - Fill moteriol to be instolled to fill the onnulor spoce
between the pipe ond the flooring (ltem 1A) ond between the pipe ond the chose woll top plote (ltem
2C) to the mox extent possible.
lllLTl C0NSIRUCTI0N CTIEMlCALS, DIV CF
HILTI INC - FS-0NE Seolont
B. Firestop Device* - Firestop Collcr - Firestop collor sholl be instolled in occordonce with the
occomponying instollotion instructions. Collor to be instolled ond lotched oround the pipe ond secured
to underside of chose woll top plote (tem 2C) using the onchor hooks provided with the collor.
(Minimum 2 onchor hooks for 1-1/2 ond 2 in. diom pipes ond 3 onchor hooks for J in. diom pipes).
The onchor hooks ore to be secured to ihe chose woll top plote with min No. 12 by min 1 in. long
steel wood screws in conjunction with steel woshers.
HILTI C0NSTRUCTI0N ClrElllCALS, DV 0F
HrLTr rNC - CP 645 50/1,5'N, CP64J 6J/2'N, CP 64J 90/3"N or CP64J 110,/4'N Firestop Collor
*Beorino the UL Clossificotion Mork
ld[LT["nryofucd by ru hc. Cotdtst of
thddrdbrE tdomtcic, hc tr
@ctteGI
1, l{oll Assembly -- The fire-roted gypsum wollboord/stud woll ossembly sholl be constructed ol the
moteriols ond in the monner soecified in the individuol UJ00 or U400 Series Woll ond Portition Designs in
the UL Fire Resistonce Directory ond sholl include the following conshuction feotures:
A. Studs -- Woll froming moy consist of either wood studs or steel chonnel studs. Wood studs to
consist of nom 2 by 4 in. lumber spoced 16 in. 0C. Steel studs to be min 2-1/2 in. wide ond
spoced mox 24 in. 0C.
B. Gypsum Boord* -- 5/8 in. thick, 4 ft wide with quore or toppered edges. Ihe gypsum wollboord
type, thickness, number of loyers, fostener type ond sheet orientotion sholl be os specified in the
individuol \iVoll ond Portition Design. Mox diom ol opening is 4-J/8 in.
lhe hourly F ond T Rotings of the firestop system ore equol to the hourly fire roting of the woll ossembly in
which it is instolled.
2. Through Penetronts -- One nonmetollic pipe instolled within the firestop system. Pipe to be tigidly
supported on both sides of floor or woll ossembly. The spoce between pipe ond periphery of opening sholl
be min 3/4 in. to mox 1-1/4 in. Pipe to be rigidly supported on both sides of the floor or woll
ossembly. The following types ond sizes of nonmelollic pipes moy be used:
A Polyvinyl Chloride (PVC) Pipe -- Nom 2 in. diom (or smoller) Schedule 40 PVC pipe for use in
closed (process or supply) piping system.
B. Chlorinoted Polyvinyl Chloride (CPVC) Pipe -- Nom 2 in. diom (or smoller) SDR17 CPVC pipe
for use in closed (process or supply) piping systems.
J. Fill, Void or Covity Moteriols* -- Seolont -- lnstolled to completely fill the onnulor spoce between the
pipes ond gypsum wollboord on both sides ol woll.
HILTI CONSIRUCTION CHEMICALS, DIV OF
HILTI INC -- FS-0ne Seolont
*Beorinq the UL Clossificotion Mork
[=llbtr-Lr=!'
nnEsIoP $sla|s
Reproduced by H LTl, Inc. Coudesy of
Underuriters Loborotories, nc.
Jonuory 09,2003
sEcIloN A-A
System No. W-L-2128
F Rating - 1 and 2 Hr (See ltem 1)
TRating-0Hr
1. Wall Assembly - The 1 or 2 hr fire+ated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner
specified in the individual U300 or U400 Series Wall and Parlition Designs in the UL Fire Resistance Directory and shall include the lollowing
construction features:
A. Studs - Wall lraming may consist ol either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber
spaced 16 in. OC. Steelstuds to be min 2-112 in. wide and spaced max 24 in. 0C.
B. Gypsum Board' - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers,
fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 3-1/2 in.
2. Metallic Sleeve Optional- Nom &1/2 in. (or smaller) cylindrical sleeve fabricated lrom min 0,016 in. thick (28 gauge) galv sheet steel and
having a min 1-114 in. lap salong longihrdinal seam. Length of sleeve to be installed flush with wall surfaces.
3. Through Penetrants - One nonmetallic pipe installed within the firestop system.. Pipe may be installed at an angle not greater than 45
degrees from perpendicular. Pipe to be rigidly supporled on both sirles of wall assembly. The space between pipe and periphery ofopening
shall be min 1/4 in. lo max 11/16 in. The lollowing types and sizes of nonmetallic pipes may be used:
A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. diam (or smaller) Schedule 40 PVC pipe for use in dosed (process or supply) or vented
(drain, waste or venl) piping systems.
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. diam (or smaller) SDRl3.5 CPVC pipe for use in closed (process or supply)
piping systems.
4, Fill, Void or Cavity Materials- - Sealant - For t hr F Rating, min 5/8 in. thickness ol fill material applied within the annulus, flush with both
surfaces of wall. For 2 hr F Rating, min 1-114 in. thickness of fill material applied within annulus, flush with both surfaces of wall.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC - FS-ONE Sealant
-Bearing the UL Classification Ma*
@
6l
=
Hilti Firestop Systems
Reproduced by HlLTl, Inc. Courtesy of
Undenvriters Laboratories, Inc.
Mard 14.2006 .S*,,
SECTION A-A
System No. F-C-3012
F Ratings - 1 and 2 Hr (See ltem 1)
T Ratings - 1 and 2 Hr (See ltem 1)
SECTION A.A
1. Floor-Ceiling Assembly - The 1 or 2 hr fir*rated solid or trussed lumber joist floor+eiling assembly shall be constructed of the matedals and in
the manner specified in the individual 1500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F Rating ofthe firestop system
is equal to the rating of the floor-ceiling and wall assemblies. The general constructlon features of the floor-ceiling assembly are summarized
below:
A. Flooring Syslem - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture' as specilied in the individual
Floor-Ceiling Design. Max diam of opening for 'l or 2 hr assembly is 2-112 in. or 2 in., respectively.
B. Wood Joists- - Nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members- with
bridging as required and with ends firestopped.
C. Furring Channels - (Not Shown) - (As required) - Resilient galvanized steel funing installed in accordance with the manner specified in the
individual 1500 Series Designs in the Fire Resistance Dkectory.
D. Gypsum Board* - Thickness, type, number of layers and fasteners shall be as specilied in the individual Floor-Ceiling Design.
l:il!bt-Lrrl'
FIRESTOP SYSTEMS
Reproduced by HlLTl, Inc. Courtesy of
Underuriters Laboratories, Inc.
November 16.2004 .ff,
System No. F-G-3012
F Ratings - 1 and 2 Hr (See ltem 1)
T Ratings - I and 2 Hr (See ltem 1)
2. Chase Wall - The through penehant (ltem 3) shall be routed through a fire+ated single, double or staggered wood stud/gypsum wallboard chase
wall having a fire rating consistent with that of tfre floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner
specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall indude the following construction
features:
A. Studs - Nom 2 by 6 in. or double nom 2 by 4 in. lumber studs.
B. Sole Plate - Nom 2 by 6 in. or parallel 2 by 4 in. lumber plates, tightly butted.
C. Top Plate - The double top plate shall consist of two nom 2 by 6 in. or hrvo sets of parallel 2 by 4 in. lumber plates, tightly butted. Max diam of
opening for 1 or 2 hr rated assembly is 2-12 in. or 2 in., respectively.
D, Gypsum Board' - Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.
3. Cables - In t hr fir+rated assemblies, aggregate crosssectional area of cables in opening to be max 45 percent of the cross-sectional area of
the opening (max 2 in. diam bundle). Cables to be rigidly supported on bour sides of floor assembly. Any combination of the following types and
sizes of opper conductors may be used:
A. RG 59 coaxial cable wisr single opper conductor, cellular polyethylene cellular foam insulation and polyvinyl chlodde (PVC) iacket.
B. Max 8/C No. 22 AWG telephone cable with polyvinyl chloride (PVC)jacketing.
C. Max ZC No. 12 AWG cable with polyvinyl chloride (PVC) insulation and jacketing.
D. Max 3/C with ground No. 2/0 AWG aluminum or copper Type SER cable with polyvinyl chloride (PVC) insulation.
E. Max UC with ground No.2/0 AWG Type NM cable with polyvinyl chloride (PVC) insulation.
F. Max 3/C No. 12 AWG MC (BX) cable with polyvinylchloride (PVC) insulation.
G. Max 1 in. diam metal clad TEK cable wittt PVC jacket.
4. Fill, Void or Cavity Material- - Sealant - Min 3/4 in. thickness of fill material applied within the annulus, flush with top surface of floor' A generous
bead oflill material also applied within the annulus of the top plate, flush with boftom surface of lower top plate.
HILTI CoNSTRUCTION CHEMICALS, DIV OF HILTI INC - FS611A Sealant or FSQne Sealant
*Bearino the UL Classification Mark
6l
o
aritoIJ-
Hlbtr-Lrr!'
FIRESTOP SYSTEMS
Reproduced by HlLTl, Inc. Courtesy of
Underuriters Laboratories, Inc.
November 16,2004 ,ff,
System No. W-L-7042
Reproduced by HlLIl, Inc. Courtesy of
Underwriters Loborctories, Inc.
November J0, 2000
ond 2
T Roting
C\!to
-F Rotings - |Hr (See ltems 1 ond 3)
-0Hr
'1. Woll Assembly The 1 or 2 hr fie roted wollboord/stud woll ossemb y shcll be
constructed of the moteriols ond in the monner specified in the individuol UJ00
or U400 Series Woll cnd Portition Designs in the UL Fire Resistonce Directory
ond sholl include the following construction feotures.
A, Studs WoLl froming moy consist of either wood studs or steel chonnel
studs. Wood studs to consist of nom 2 by 4 in. lumber spoced 16 in.0C.
Steel studs to be min 2-1/2 in. wide ond spcced 24 in. 0C.
B. Gypsum Boord* For t hr ossembly, one loyer or min 5/8 in ihick wollboord
os required in the individuol Woll ond Portltlon Design. For 2 hr ossembly,
twc loyers of min 5/8 in. thick wollboord os requ red in the indivrduol Wo I
ond Portition Design. IVox diom of opening is 14-1/2 in. for wood stud
wolls ond 21-3/a for stee stud wo ls.
The hourly F ond I Rotings of the firestop system is equol to the hourly fire
roting of the woll ossembly in which it is instolled.
2. Through Penetront Golv steel ducl to be instolled concentricol y or eccentricol y
within the firestop system. The onnulor spoce between the duct ond periphery of
opening sholl be 0 in. (poinl contoct) ond nox \-1 /2 in. Duct to be rigidly
supported on both sides of woll ossembly.
A. Spirol Wound HVAC Duct Nom 20 in. diom (or smoller) No. 24 MSG (or
heovier) golv steel spriro wor,nd duct,
B, Sheet Metol Duct Nom 12 in. diom (or smoller) No,28 1t/SG (or heovier)
golv sheet steel duct.
J. Fill, Void or Covity Moteriol*--Seolont Min 5/B in. ond't-1/4 in. thickness of fill
moteriol opplied within onnulus, flush with boih surfoces of woll ossembly for I
or 2 hr roted wolis, respectively. At the point contoct locotion belween duct ond
wol boord, o nin 1/2 in. diom becd of seolont sho I be opplied of the wol boord/
duct interfoce on both surfoces of woll ossembly.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC - CP601S Elostomeric Firestop Seolont, FS-0NI Seolont or CP606
Flexible Firestop Seolo nt
*Beorino the UL Clossificotion Mork
D{lbTl'
FIRESfOP S}SIEIS ,ff-