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-DEPARTMENT OF COMMUNITY DEVELOPMENTTOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
97U479-2r38
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NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES j* f C.lG
ADD/ALT MF BUILD PERMIT Permit #: BM-Cff2
Job Address.: 680 LIONSHEAD PL VAIL Stanrs.....: ISSUED
Location......: ANTLERS AT VAIL UNIT 706 Applied...: Ml07l20M
Parcel No....: 2101072M070 Issued...: Ml22/2M
Legal Description: Expires...: 121L912006
Project No...:
owNER HwH VENTURE o4/t|/2oo6c/o DAlr rIAvEKosr.
],121 GRAMT ST
DMIVERco 80203-2301
APPITICANT SRE BUIIJDERS, INC O4/lL/2006 Phone: 970-376-L536
PO BOX 6376
VAIL
co 816s8
License:703-b
coNrRAcToR sRE BUrr-,DERS, rNC O4/TL/20O6 Phone: 970-376-1535
PO BOX 5376
VAII-,
co 81658
LicenEe:703-b
Desciption:
ANTLERS TOGTAKING OUT SPIML STAIRS AND ADING STAIRS AT
NEw LOCATION; SWITCHINC THE DOWNSTAIRS SITTING ROOM AND
BEDROOM; NEW KITCHEN AND BATHS.
Occupancy: R-2
Type Construction: I-B
Valuation: $25,500.00 Revision Valuation: Add Sq Ft: 0
Fireplace Information: Restricted: Y # of Gas Appliances: 0 # ofGas Logs: 0 * of Wood Pellef 0
:t**a*tlt'tl+*l+*,t**a*'l:l:tl:t+rtt'i+t:i+:l
Building---> 9401.35 Resauarant Plan Revicw- > S0.oo Toal Calculated Fees-> $665.23
Plan Check--> s250.88 Rccrration Fee------- > 50.00 Additioml Fces----) $0.00
Inv€stigation- > $0. oo TOTAL FEES--------- > $665,23 Toial Pcrmit Fce-----> $66s . 23
Will Call---> $3 .00 Paymen$---------- > 5665 .23
BALANCE DUE-----> $0.00
Approvals:
Item: 05L00 BUIIJDING DEPAR${ENT
04/28/2006 cgunion Action: CR
o6/L9/2oog cgunion Action: AP approved corrected
plals.
ITCMI O54OO PIJANNING DEPARTMENT
o4/L7/2006 warren Action: AP This renovation
did not change the GRFA of the unit. All windows being
replaced will match those found upon tbe building.
Item: 05500 FIRE DEPART'I,IENT
04/t9/2006 mvaughan
Item: 05500 PITBIJIC WORKS
Action: AP
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ofdinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design
review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQIJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOT]R HOURS IN ADV
PM.
BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:(X) AM - 4
OF OWNER OR CONTRACTOR FOR HIMS AND OWNEI
PAGE 2
*:1. *:1. t:1.,1.1.:f * * ** *!* * ** * **** * * * ** **** * ** * *:1.{. ** *1.*** {.t *:l *,t* *{. *1. * * **:* ** r.ir i.lr {. * * * {.1. ***!t** {.:t:t,*** {.* *tt * tf ****{r**{.,****
CONDITIONS OF APPROVAL
Permit#: 806-W72 asof06-22-2ffi Status: ISSUED
*********1.***d.*1.***,lr{',1.*****:t***:t****:1.**t ****r.*********'1.*t!*,**,***********************i.*****:f
'1.
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Permit Type: ADDiALT MF BUILD PERMIT Applied: 0410712006
Applicant; sRE BUILDERS, INC Issued: 0612212006
n041G1536 To Expire: l2ll9l2ffi6
Job Address: 680 UONSHEAD PL VAIL
I-ocation: ANTLERS AT VAIL UNIT 706
Parcel No: 2101U2M070
Description:
ANTLERS 706-TAKING OUT SPIRAL STAIRS AND ADING STAIRS AT
NEW LOCATION; SWITCHING THE DOWNSTAIRS SITTING ROOM AND
BEDROOM; NEW KITCHEN AND BATHS.
:fr{.,1.*:**:F***:1.{ttr**************,:*,Fdr**{.*r.1.******t ****COnditiOnS: ********{.**dr,r*!***!e**:t***1.****{t***************
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
6tL/fw 2<
OF v NGP
are for electrical,, mechanical, etc.l
75 S. Frontage Rd.
Vail, Golorado 81657
CONTRACTOR INFORMATION
General Contractor:
jrE t't,rt,t,.^s I,v-.
Town of Vail Reg. No.:Contact Person and Phone #s: 1w( +11-Ad1
lfLrrL. P Lf.42.i \i7L) 3'rd t SJb
Email address:Fax#t ctVt '7 ,r t u"t<;t
Contractor Signature:
/'fu2-(L'ot'-
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials
BUILDING: $ ,ttc,c ELECTRICAL:$ ;or:'OTHER:$ ic o"-
PLUMBING: $ r eue MECHANICAL: $ E "'-TOTAL: $ ;1 s.'"
For Parcel # Contact Assessorc Office at 970-328-8640 or visit
2t<trcl2cto
Job Address: L ft ict L Liil ; stat) (rt
Atuft;!4 'y'cr"
'/atq.5 1u, 5 til.tc S f,7LtU /7.'/4 AA(i'rvu iiAtc) lt, )vi4 ;''+f Latu. ::''t s-fct +taz\>
(h( Qv@'tAg,z.i JtrTitl'u !r'; zl{n Bta.lutln ' ../ €w LC\'de'! AnE iL4f *!.
WorkClass: New() Addition( ) Remodel (! Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior (2{ Exterior ( ) Both ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family (1a,) Commercial ( ) Restaurant ( ) Other( )
No. of Accommodation Units in this building: @No. of Existing Dwelling Units in this building:
GasLoqs( ) Wood/Pellet( ) Wood
: Gas Apoliances ( ) Gas Loos (>() Wood/Pellet ( ) Wood Burning (NOT ALLOWED
FOR OFFIGE USE ONLY
-t--\.1- /l rl .7'\
\cdev\FORMS\Permits\Building\building-Jrermit.DOC Page 1 of 16
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Questions? Callthe Building Team at 479-2325
Department of Community Development
Project Name:
Project Address:
/ This Chxklist must be ompleted before a Building Permit appliation is
arcphd.
o All pages of application is complete
, G) nas DRB appoval obtained (if required) Provide a copy of approval form
-4 Plan Check Fee required at submittal for projects valued wer g10O,OOO.OO (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 storaqe
allowed on roadwavs and shoulderc without written aooroval
dlArb*"r t*t
"'rd "sutts
submitted ir o"rotiuoilolJilf,-
@ar"nit"ct stamp and signature (All commercial and Multi faiilv)-
/94ull floor plans including building sections and elevatife<(3 seslbttmodds,4 sets of plans for SFR
and Duplex, 5 sets of plans for Multi-Family and Commeto-.-5lE-But'ldings)
,6)winao* and door scheduleL-/;t
4fuU structuml plans, including design criteria (i.e.loads)
(j'/ Strudural Engineer stamp and signature on structural plans (All Commercial and MulU Family)
<d.,Soils Report must be submitted prior to footing inspection
ljtl fve resistive assemblies specified and penetrations indicated
/d) Smoke detectors shown on plans
@rrroand quantity of fireplace shown
Applicant's Signature:
Date of submittal:
Received By:
.d
FF
F: \cdev\FoRMS\Permits\Buildi ng\buildingJrermit. DOC Page 2 of 16 0210912005
7
PI.AN CHECK FEES TABLE
Depafunent of Community Developnent
Building hfety ancl Inspdion SeMrc
75 South Frontage R@d
Vail, blonclo 81657
970479-2138
FAX 970479-2452
www.uailgov,am
Plan check fees are required for projects with a valuation over $100,000, at the time of Building permit
submittal. Please use the table below to calculate your plan check fee total.
$100,000-$1 50,000 Multiply by
$150,001-$250,000 Multiply by
$250,001-$400,000 Multiply by
$,101,000-$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 ValuaUon 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 Depaftment at97O-479-2L28.
F :\cdev\FORMS\Permib\Building\buildingJrrmit.DOC Page 3 of 16 0zl09l7005
ASBESTOS TESTTNG REQUIREMENTS
THE TOWN OF VAIL AND STATE OF COLOMDO DEPARTMENT OF PUBUC HEALTH REQUIRE ASBESTOS TESTING
ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISruRBED OR REMOVED.
AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPUCATION
FOR ALL REMODEL, ADDMON OR OTHER PROJECTS INVOLVING ANY DEMOLTTION OR REMOVAL OF BUII..DING
MATERI.ALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE
NO ASBESTOS CONTAINING MATERI,AIS ARE E(EMPT.
A COPY OF THE REPORT MUST BE SUBMTTTED VVTTH YOUR BUILDING PERM T APPUCATION
r I have included the asbestos test and report with my building permit application
applicant signature
OR
Assaras 1244.l,rg GESUV
PuutEo BY &*+ren6t/F
gorl1PcaeruR-.
I I ceftifo my project will not disturb or remove more than 160 s.f. of building material. The construction
plans submitted with my application clearly indicate this information. (fhis will be verified during plan
review, and will delay your project if found to be inaccurate)
applicant signature
OR
o The building was constructed after October 12, 1988. The date of construction was
ori ginal onstruction date
apdicant signature
date
F:\cdev\FoRMS\Permits\Building\buildingjermit.DOC
date
Page 4 of 16 0409i200s
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Deparunent Approval, Engineer's (Public Works) review and approval,
a Planning Department review or Health Departnent review, and a review by the Building Depaftment, the
estimated time for a total review will take as long as three (3) weeks.
All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum
requiremenb. Residential and small projecE should take a lesser amount of time. However, if residenUal or
smaller projecB impact the various above mentioned deparUnents with regard to necessary review, these
projects may also take three (3) weeks to review and approve.
Every attempt will be made by this department to o<pedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time ftame. I also understand that if the permit
is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may
affect future permits that I apply for.
Agreed to by:
Print name
Signature
Project Name:
Date:
F:\cdev\FORMS\PermiE\BuildingwildingjermilDOC Page 5 of 16 02lo9lz0o5
o
Design Review Boa
ACTIOil FORM
rd
ofini"ttTY oa/EuFtf,t{t
Department of community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax.970,479.2452
web: www.vailgov.(om
Project Name3
Project Descraption:
DRB l{umber: DR8060013
This application is to serve as a "blanket approval" of window and sliding glass door replacement
within the Antlers Condominium project. This application has reviewed and approved the style
and color of the replacement windows and sliding doors.
Participants:
OWNER ANTLERSATVAIL
680 W. UONSHEAD PL
VAIL
co 816s7
APPUCANT ANTLERS AT VAIL
0U t9 12006 Phone: 476-247 L
0rlL9l2006 Phone: (970) 476-2471
680 W, LIONSHEAD PI.ACE
VAIL
co 81557
License: 305-A
PrciectAddrcss: 6S0LIONSHEADPLVAIL Location: ANTLERSATVAIL
Legal Description: Lot: 3 Block Subdivision: Vail Lionshead Filing 3
Parcel Number: 2101{72-0601-9
Comments: See Conditions
Motion By:
Second By:
Vote:
@ndiUons:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: 01/30/2006
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review mmmittee(s).
Cond: 0
(PI-AN): DRB approval does not constitute a permit for building. Please consult with
To$rn of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0007814
n"t onfy tnQpprc\€d windory and sllding door design Fsubmitted as repalements
on all future bullldng permit applbations, until such Ume as a new DRB approval is
given for a change to this apponnl.
Wanen Campbell DRB Fce Pald: $250.OO
RpF OS OG Oe:OBp' v! s.i.tc
Hlvcko3t F33oo l ater
AFil3,2006
Danllavskost
Harrikost & Associarcs
It2l CrantStseet
Ehnver. CO E()Z(R
RE: Antlcrsat Vail Condominium 706
Loftftaming
Dcar Dan:
I h,rye rwicwral thc loR franing, sborxa on the dmrrings pr,ovidcd o me. Thc frasdng
sonsists of 4x8 Doqglt Fir brch Bcarns at muglrly 4'0" ccntcrs spanning about l0 fcct from
the prccast unit wall to s sud bearing wall. 2x6 tonguc and groove hcrvy timber decking is
used above this framinB, This frarning is snrcnrrolly adcqua[c for rtual dead loads and code-
rcquircd live loads.
lf you have odditional qrcsdoor, plcase c.rll.
Sinccrcly,
RB. Redwine
303A63('66r
o
P,2
700 l7r st.orr, $irr t900
Oaovor. CO 00208
t3{)3r t75-95tO
l3O3 t71.90r5 t r
I !O E.st 8o.vor Crrrr ElYd. A2Oa
P.O. 8ox &Xtg, Avoa. CO 8t620
l97ol 7rl&otr r
EITo, 7&0722 t.r
ANTL€RS AT \NL
CONDOMTNIT'TTII & CONIENENCB CENTER
6t[r'W. tir|8lEed Pb Vd. OO 81667 glva7t2171 g'IfJ.4'ic-"1012fd, u,ufl.tfgrenf.oo l
MEMORANDUM
To: Town of Vail, Conrmunity Dwelopnent
From: Robert LeVine, General Manager
Date: OlYlOrOo
Subjecf Unit 706 remodel
Please be arhdsed thattfte AnUers Cordorninlum Association
wholeheartedly gupports and approvee the interlor
remodeling plans for unit 706. The only possible exterior
alteration will be the replacementof windows with those of
tfie sanre basic slze and shape ... as has been done In o0rer
Anflers units and was approved byffle #tlRB06OOl3.
Please call me if there are any questions.
fullL
Robert LeVlne
General Manager
Rpr O5 OG O2:O8p H.vrko3r R33ocl.3?3eee.gaor e|,...e.r.rr.303463 p.2
April 3,2006
DanHavckosr
Havekorn & Associates
I l2l Grant Strest
[h;nver. CO E()203
RE: AntlcrratVail Condominium T06
LoftFnming
Dcar Dotr
I hrve rwicwcd frc loft framingshorm on drc dnrrings plovided n mc. Tlr frnming
sotrsis{s of 4xB Douglos Fir Larth Bcarns or roughly 4'(P cartc.rs sponning about l0 fcct fiom
thc prccast unit call !o s snd hming wall. 2x6 tongrrc and groove hrlvy timber decking is
used above this franing This Fanring is nnrcnnolly adcauatc for actuBl deard loads and code-
rcquirvd live loads.
f f pu harc additbnal qrsdonr, plca* cill.
Sinccrely,
R.B. Redwine
0661
o
7OO r7. Stro[t. $r.r 19OO
Orrwcr. CO 60202
t303r t75-95tO
13031 t7!-96!5 frr
| !O Ert Eoever Crltr En d. A2Oa
P.O. gor 8009. AYoo. CO 8t820
t9701 7rt&o7! |
l97O 7rt&O722 lrr
/NTL€RS AT \NL
CONDOMINITNfiS & CIONtrENTJ{CE CENIER
880'W tiofE||led Pb Val. CO 81657 cl017g-2a71 S7G4791012 fd girfir,{0'er.l.o.tn
MEMORANDUM
To: Twn of Vail, Communlty Dwelopment
From: Robert LeVine, General Manager
Date: OiYlOr06
Subject Unit 706 remodel
Please be advised $d $e Anflers Condornlnium Assocldion
wholeheartedly supports and applovee the Interior
remodeling plans for unit 706. The only possible exterlor
alteratlon will be the replacementof windows with those of
fie sanre bcic slze and shape... as has been done In other
AnUere units and was approved by file #DR8060013.
Pfease cafl me if there areany questions.
ET*L
Robert LeVine
General ilanager
HAVEKOST + ASSOCIATTS P.C, J'
11 21 G RANT STREET
rrFNr \/FR ra T-) trlPoS
goe,/ a61 -1121
FA)< 3 A3,/A 6 3-O661
AFCHITECTUFIE
P LA NN IN G
UFBAN DESIGN
4.
vta}o zooo
Memo in response to Town of Vail Plan Review
Building Permit # 80G;0072 680 Lionshead Place #706
Remodel of Antlers Condominium #706
l. Asbestos Abatement has been completed by EAS (Environmental
Abatement Services) according to Antlers Permit,
Plans Note R-2 Occupancy, lB Construction Per 2003 International
Building Code (IBC).
Plans have been modified to provide that all new construction to be
accomplished with non-combustible framing utilizing'hon-com"
(or equal) treated lumber. All new shaft enclosureso bearing
partitions and stair support enclosure to be 2 hr. Fire Resistive Rated
according to UL U30l or IBC Table 720.1,l4-1.5. The existing loft structure as
permitted by TOV n 1973 will be wrapped with 2 layers 5/8" Type X rypsum
drywall wall (GDW) utilizing resilient furring channels between GDW layers
according to UL U536 to accomplish an assembly equivalent to the required
2 hr fire resistance.
Replacement stair has been modified to comply as closely as possible to IBC 1009.
Risers to be 7 .7l" , treads 10", handrails 34" high above nosing, returned to walls
and perimeter dimension of 6.25". Minimum headroom will be approximately 6'6".
Plans are modified to provide a new gas fireplace vent chase to accomplish a 2 hr
rated assembly per UL U30l or IBC Table 720.1,l4-1.5.
Plans indicate the new dropped ceiling heights and existing clearances under
concrete stems at loft level. (Refer to Sections "Master Bedroom East Walf'
and "Loft Section".
7. Structural plans for the existing loft floor, dated Janll6ll973, are included with
current remodel plans and Redwine Engineers letter RE: Antlers at Vail
Condominium 706Loft Framing Stamped and dated 4/3/06by Engineer Robert B.
Redwine.
8. Roof opening for the new gas fireplace vent is a existing opening in precast concrete
which was abandoned and patched in 1978 when the original wood burning
fireplace was replaced with a direct vent gas fireplace located near the south outside
wall.
We desire to improve Antlers Condominium #706 to reflect contempotary convenience,
finish and features as well as current safety and fire protection standards including fire
detection/alarm monitoring, fire sprinkler system and fire rated assemblies. Although
some elements of the Antlers Condominium #706 remodel do not conform perfectly to
all provisions of the 2003 IBC it is clear the proposed alternations will improve the
level ofsafety, fire resistance, fire protection and egress. 03 IBC Chapter 34 "Existing
Stnrctures" Section 3403.4 allows alternation of stairways not in compliance with
Section 1009 under limited space and construction circumstances. Further, Section
3410.2.4 "Alternation and Repairs" allow alterations not strictly in compliance with
Code if the cunent level of safety or sanitation is not reduced. We appreciate the Town
of Vail's consideration, evaluation and approval process and will continue to work with
TOV staffand SRE Builders in confirming acceptable means to meet the goals and
requirement of all parties.
5.
6.
CHAPTEF 34
lEBl sEcTloN 3401
GENERAL
3401.1 Scope. The provisions of this chapter shall control the
alteration, repair, addition andchange of occupancy of existing
sEucures.
Exception: Existing bleachen, grandstands and folding
and telescopic seating shall comply with ICC 300-02'
34012 Nlaintenance. Buildings and sructures. and pans
thereof, shall be maintained in a safe and sanitary condition'
Devics or safeguards which are required by this code shall be
mainoined in conformance with the code edition under which
instrllcd. The owner or the owner's designated agent shall be
resporsible for the mainrenance of buildings cnd structures' To
detlrmine compliance with this subsection, the buildiog offi-
cial shall have the authority to require a building or structure to
be rciospected. The requiremens of this chapter shall not pro-
vide dre basis flor removal or abrogation of tire protection and
sat'ety systems and devices in existing structures'
3401.3 Compliance with other codes. Alterations. repairs. ad-
ditions and chunges of occupancy to existing structures shall
comply with the provisions tbr rlteradons' repairs. additions
and changes of occupancy in rhe Intenrationul Fire Ctxle' Irt-
remuiotril Fue! Gus Cotle, Inrernationul Plumbing Code' Irt'
ternational P rope n,- Mui ntenunce Code' Inte rnational P rivute
Savage Disposal Code, International Mechanical Code. Irtrer-
natiotw! Resitlential Code and ICC Electrical Code.
[EB] SECTION 3402
DEFINITIONS
34011 Definitions. The ibllowing term shall. for the purposes
of this chapter and as used elsewhere in the code. have the tbl-
lowing meaning:
TECIINICALLY INFEASIBLE. An rlteration of a building
or r facility that has li(tle likelihood of being accomplished be-
cruse the existing structunl conditions require the removal or
alteruion of a load-bearing member that is an essential p n of
the suuctural fiame. or because other existing physical or site
consraints prohibit moditication or rddition of elements.
sp:rccs or teatures which:rre in tull and strict compliance rvith
rhe minimum requirements tbr new constnrc(ion and which ilre
necessalv to provide accessibility.
lEBl SECTION 3403
ADDITIONS, ALTERATIONS OR REPAIRS
1103.1 Existing buildings or structures. Additions or alter-
ldons to any buitding or slruclure shall conlbrm with the re-
quirements of the code for new construction. Additions or
iltentions shall not be made to an existing building or structure
which will cause the existins building or structure to be in vio-
latioo of rny provisions of this code. An eristing building plus
additions shail compty with the height and arer provisions of
2OGt TNTERNATTONAL BUTLDING COOE@
EXISTING STRUCTURES
building or structure.
Chapter 5. Ponions ofthe structure not altered and not affected
by the alteration are not required to comply with the code re-
quirements for a new structure.
Exception: For buildings and structures in flood hazard ar-
ees eitablished in Section l6l2'3. any additions, alterations
or reoairs that consti$te substantial improvement of the ex-
istine structure. as defined in Section 1612'2. shall comply
withihe flood design requirements fornew construction and
all aspecs of the ixisting structure shall be brought into
.ornpiion.. with the requirements for new construcdon for
flood design.
3403.2 Structural. Additions or alterations to an existing
structure shall not increase the force in any strucural element
by more than 5 percent. unless the increased forces on the ele-
m"nt at" still in compliance with the code for new structures'
nor shall the srength of any structural element be decreased to
less than that requlred by this code for new strucrures' Where
reoairs are madeio structural elements of an existing building'
ani uncovered structural elements are found to be unsound or
otherwise structurally deFrcient. such elements shall be made to
contbrm to the requirements tor new sructures'
3403.2.1 Existing live load. Where an existing structure
heretofore is altered or repaired. the minimum design loads
for the structure shall be the loads applicable at the time of
erection, provided that public safety is not endangered
thereby.
3403.2.2 Live load reduction. If the approved live load is
less than required by Section 1607. the areas designed for
the reduced live load shall be posted in with the approved
load. Placarrls shall be of an approved design'
3403.3 Nonstructural. Nonstructural alterations or repalrs to
ln existing building or structure are permitted to be made of the
same maierials of which the building or structure ls con-
srructed. orovided that they do not adversely affect anv struc-
rural member or the tire-resistance rrting of any pan ot the
lEBl sEcTloN 3404
FIRE ESCAPES
340.f.1 !Yhere permitted. Fire escapes shall be Permitted onlv
as provided tbi in Sections 3{04. L . I through 3'10'l' l "l'
3404.1.1 New building. Fire escapes shall not con$irute
any pan of the required means of egress in new buildings'
3404.1.2 Existing firt escapes. Existing fire escapes shall
be continued to be rccepted as a component in the means of
egress in existing buildings only.
ing stairway in an exisring structure shall not be required to
coinpty *vitir the requirements of I nerv stainvuy ils outlined in
l.tO:J5t"i-r**s. An alteration orthe replaccmcnt of an exisr-
S.ction t009 rvheri the eristing space and construction will
not allow e reduction in Pitch or
lr)
EXISIUG STRUCTURES
uniscr facility shall be located on the same floor and in the
samc uea as the existing facilities.
34119.7.10 Dressing, frtting and locker rooms. Where it is
techrially infeasible to provide accessible dressing, itning
or locker rooms at the same location as similar types of
roorIr, one accessible room on the same level shall be pro-
vided Where sep ate-sex facilities are provided, accessi-
ble ooms for each sex shall be provided. Separate-sex
facilities are not required wherc only unisex rooms are pro-
vided
3409.7.1I Check-out aisles. Where check-out aisles are al-
tercd, at least one ofeach check-out aisle serving each func-
tion $all be made accessible until the number ofaccessible
chcckout aisles complies with Section I109.12.2.
3zl{I}.7.12 Thresholds. The maximum height of thresholds
at dorways shall be r/., inch (19.1 mm). Such thresholds
shall have beveled edges on each side.
J409J Eistoric buildings. These provisions shall apply to
building and facilities designated as historic structures that
undergo alterations or a change of occupancy, unless techni-
cally infcasible. Where compliance with rhe requirements for
accessiHc routes. ramps. enrances or toilet facilities would
threrten or destroy the historic significance of the building or
facility, s determined by the authority having jurisdiction. the
alternative requirements of Sections 3409.8.1 through
3.109.8J tbr that element shall be permitted-
3409.E.1 Site arrival points. At lelst one accessible route
from a site arrival poinr to an accessible entrance shall be
proviled.
34lXlJ.2 lvlultilevel buildings and facilities. An accessible
routc from an accessible entrtnce to public spaces on the
levcl of the accessible entnnce shall be provided.
3409J.J Entrances. At lerst one main entrance shall be uc-
cessible.
Erceptions:
l. If a main entfiInce cannot be made accessible. an
accessible nonpublic entnnce that is unlocked
while the building is occupied shall be provided: or
2. [f a main entmnce crnnot be made accessible. a
locked accessible entrance with a notification sys-
tem or remole monitoring shall be provided.
Signs complying with Section I I l0 shall be provided at
the primar-v entnnce and the accessible entrance.
il{193.{ Toilet and bathing facilities. Where toilet rooms
ue povided. r( lexst one accessible toilet room complying
with Section I 109.2. I shall be provided-
3.1093.5 Ramps. The slope of a ramp run of 1{ inches t 610
mm) maximum shall not be steeper than one unit venical in
eight units horizontal ( l1-percent slope).
lEBl sEcTloN 3410
COMPLIANCE ALTER NATIVES
3,ll0.l Compliance. The provisions of this section are in-
tended ro maintain or increase the current degree of public
''0
safety, health and general welfare in existing buildings while
permitting repair, alteration, addition andchange of occuPanc)
without requiring full compliance with Chapters 2 through 33'
or Sections 340 I .3, and 3403 through 3407, except where com-
pliance with other provisions of this code is specificaily re-
quired in this section.
3410.2 Applicability. Structures existing prior to [DATE To BE
INSERTED BY TllE JURTSDICTION. NOTE: m lS RECOMMENDED
THAT THIS DATE COTNCIDE WITI{ THE EFFECNVE DAIE OF BUILD-
lNc CODES WITHIN THE JURISDICTIONI' in which there is work
involving additions. alterations or changes of occupancy shall
be made to conform to the rcquirements of this section or the
provisions of Sections 3403 through 3407. The provisions in
Sections 3410.2.1through 3410.2.5 shall apply to existing oc-
cupancies that will continue to be' or are proposed to be. in
Groups A. B, E. F, M. R, S and U. These provisions shall not ap-
ply to buildings with occupancies in Group H or [.
3410.2.1 Change in occupancy. where an existing building
is changed to a new occuPancy classification and this sec-
tion is applicable, the provisions of this section tbr the new
occupancy shall be used to determine compliance with this
cooe.
3410.2.2 Partial change in occupancy. Where a ponion of
the building is changed to a new occupancy classification'
and that ponion is separated tiom the remainder of the
building with tire barrier wall assemblies huving a tire-resis-
tance rating irs required by Table 302.3.2 tbr the separate oc-
{
cupancies. or with approved compliance altemutives. the
ponion changed shall be made to contbrm to the provisions
of this section.
Where a ponion ofthe building is changed to u new occu-
pancy classitication. and that ponion is not separated fiom
ihe remainder of the building with fire separation assem-
blies having a tire-resistance rating as required by Tuble
302.3.1 tbr the separate occupancies. orwith rpproved com:
pliunce alternatives. the provisions of this section which ap-
pty ro eictr occupancy shall apply to (he entire building.
Where there are conflicting provisions. those requirements
which secure rhe greater public saf'ety shull lpply to the en-
tire building or sructure.
3410.2J Additions. Additions to existing buildings shall
comply with the requiremens of this code tbr nerv construc-
tion. The combined height and arca of the existinl building
and the new addition shall not exceed the height and area al-
lowed by Chaprer 5. Where a tire wall thlt complies rvith
Section 705 is provided betrveen the addition and the esist-
ing building. rhe addition shall be considered a separate
3J16.2.{ Alterations and repairs. An existing building or
ponion thereot'. which does not compty with the require-
menrs of this code tbr new construction. shall not b€ lltered
or repaired in such a miurner that results in the building be-
ing liss srt'e or sanitar-v than such building is currently. If- in
thi alterrtion or repair. the current level of satlty or slnita-
tion is to be reduced. the ponion altered or repuired shall
contbrm to the requirements of Chapters 3 through l3 and
Chapters l-t through 33.
2OO3 INTERNAIONAL BUILDING COOE@
RRE NE$T'fAI|CE DIRECTOiY
,ESISTANCE RATINGS (8,Xl]M- Conti nuect
1% by 3/16 in- 2a in. OC tt"u't6 p rrll tnd llnttl !ngl" wrth 5/16 lL
.om of chaanal aloitad iol 'r9tm|on'6. in.pp.l on dtmd girOc .- ^^
:::=1 :l i'i.*["ifH;.LY i; gn |b ponr'nd c'm'n! sp]'Y
cdon Ptlductt Div. w. R 6"ct & Co ol C'n'd'' Ltd'
& Co- Lrd.
, LawdLo
,n lnrulrtin Cq
lg:1ffi"#-tn e.rc. & c4
,licrnon Ut.ihe
O.tign o. U2O3
AssomblY Rating-Z Hr.
l{onbeadng Wall
iffffi ;x##*i$:li3r#i:iif;L'll'"nir"lffi
- lnc.
f.*li$. '-*" 9t'- w'-1ST: L c:
ifJelffi*:Ll:;:.il. J'a,s ".i..*i:igll::^S
FIRE RESISTANCE MTINGS IBXUV)- Conti n ued
5. Ptailta concr|l}-Mlnimom 5 in. thick of p.rlit! concrata, 4 to 6 cu ft ot parltta lggraeata.
to 94 lb ol po.rllnd c.m.nl.8.!ring tha UL Ch.riflcatlo|r M.rting
RRE RESIIiTAI{CE DIBE TORY 735
Fini.h R.ting-€E Min.
l. Nailh..d--€rpot d o. covarad witlr joinr tinirh.r.
2, JoinF.E poaad or cov.rad with tibar l.pa and joint finirhar. At an .lt..n!tc, nomin.l 3/32
in, thick gypaum vanaar pl.t|r ftry b. appli.d to lh..ntir. 3urtlca ot Charitlod v.narr b!3o.
bo.rd. Jointt r.into.cad.
3. ll.i1.-6d cam.nr-coarad nlils 1-718 in. long,0.O9t5 in. thahk di!m, 1/4 in. cti.m h.sd!, and
8d c.m.nt<oatad n.ala 23lE in. long, O.l 13 in. !h.|lt ditm. 9/32 in. diam h.!d!.l. W.llboad, Gyt.|,|n'-s/8 in. thick, two 1.y.6 .gpliad .ithar hodronully or v.nicatly. Innc.l.yar anlch.d to ltudt wirh thr 1.7/8 in. n.ils tprc.d 6 i.. O.C. Oltar tay.r attrchod to stud!ov.. i6n.r l!y.. with th. 2-318 in. long ltlila lp.crd I in. O.C. Vanic.l iointa locaed ovet
rluda. All ioing in fac. 1.y.'! 3ra€g..ed wilh joi||lr i. b... lav.6..d with ioantr on opgo3ita
C.n.dl.n CVF!m Co- Lrd.-Typ.. C. SCX, SHX. WRX.C.lo!.r Cor9.-Typ. I or FRP.
Oont r Ov!.um-lyp. C, ,l or 9.
Gold Eood Buldlne Prodsco-lyt.r FS& FSI(6, -4, FSw, FSw6. or .{.No.r-t GvD.sn-typ. Fi.. X,
P.bco Cy!ru|tr A Olv. ot Prciflc Cor.t AH$ P.o<tuctt Inc.-lyp.t PG-2. -3. -3W,
-3WS, -a o. -4.
Unh.d St t . OyD.||m Co.-Typ. C. IP.Xl. lP-X2. SCX, SHC, SHX, Wn-C o. wRX.Waram GyDaud Co.-1y9. 1,
- Wlndrt Ott {m lnc.-Typ. w'R or WTn-G.
FI|ng !h. UL Ch||rflq$on M.rkrn!
16'OC.
r3rticadon M.rtine
Derign No. U204
AsssmblY Rating-4 Hr.
Nonbearing Wall
Ll,lliil; ts's ;l; ?,'"i .",,.,.o". !i8,:1'81"-:,-.i:1L'.5'"'.",il.#":ff :#.'ii{i.!.|l.h,*,:*[l,i'.1'*";3::
Joi'w uuctr h.d drr6|| tcr'!' rp'c'
,.1'.; roor ot wrtlorC . - -- ---r-; "rnicil:sro1fti',J'rtrlft . d..'ood.P"rict'bor':.11T::f.;ittz
?,F.'# "hffi ::*:X;. t--di rT;lJi'ii""t"nnna
ii,:H':'!.irf ,f;n"'t., 3orc'ir horitont'lY ro in oc 'nd
'-- Top ona Bottcm of Wotl Etfccti,r.ly Fircstogg.dWdl!.ard, Oyprun'-s/g in. thrck, two try..! appti.d .irhc. ho.r.ontrtty o. v.rtrcrly- Inn.r:i?:t .ucn.d ro aludt lvrti 6d c!.nrnr-colrad nrilr 1.7/8 in. long, O.O9l5 in. rh.hk dirft .nd
::in. di.m h.!da tolc.d 8 in. O.C. Ourar |ry.r .nach.d to rtudr ov.r inn.r |ryri with 8d
*lt<ort* n.ilt 2-318 in. tong, O.l 13 jn. rhlnt diln and 9/32 i^. dilm h..di, tolcrd I
=.:
s. v.rtrc.l ioinrr iocatrd ov.r ltudr. Vcdicsl .nd hori&nrll join! b.tw.an innar and out._ |.'!?r n.eg.Ad. Out.r l!y.. toinrr covcrod wiitt fib.r tap. r;d conpound, n.ilh.rd3 cov-{ tlll joi cornpouno, Aa an altamlta, nom 3/32 in. drict gyprun vanacr tlanar mey baErd to dta annra turtaca oa Clrtlrliaal vanaaa baaaboard. Jo;;t! raintorcad. wallboa.d oih.
'_ q|.n a! in. wida inu3l l,. apdiad hod2ontllly.
i. C.n.dl.n Cv9$.n Co- Lrd,-tvD.. C. SCX, SHX. wRX.
Calotax CotB-Tvoa 1. L C. FRP o. SF3.Oornr.. cy!.uiFlvo. c, 4, 5 o. 9.c.orgi..t*ifrc corD- GvD.um oiv.-Tvo.. GpFs l, cpFs3, cpFs4.
Gold ao.rd guildlng Pmductr-Typ. FSW, FSWG o. FSX4.iforrrat Gypr{m_tyor Fra X.Ptbco GyounFTyo.3 P6.3. PG-a.RrBrHlc Gvr.ur Co!-Tvo. RG.r. nci, or fig.T.ripb€r.ta& lnq-Tyoa3 -3, VPB-3.
Design No. U302
Assembly Rating-2 Hr.
8..rine Wrll
Fioirh R!ting-59 Min.
; hnnriaot Oirn.n3blr!
Horizcrtol Saclion
ioor ron MARK oN PRooucr LOOK FOR MARK ON PROOUCT
RRE-RESISTANCE.BATED CONSTRUCTIONo
TABLE 7m.1 (2F-conllnued
RATED FIBE.RESISTANCE PEFIODS FOiI VARIOUS WALLS AND PART|T|ONS A'O'P
TATERIAL
ITEM
NUITIBER CONSTRUCTION
MINIMUM FINISHED
THICKNESS FACE-TO.FACEb
(lnch€!)
\
4 hour 3 hout 2 hour 't hour
l4.Wood
stlds-inte rior
panition wi(h
gyPsum
wallboard
each side
(
r,{ | rh.
2' x 4" wood studs [6" on center with two layers of 3/r" regular gypsum
wallboard" each side,4d coolef or wallboardn nails at 8" on center first layer, 5d
coolef or wallboardn nails at 8" on center second layer with laminating
compound between layers, joints staggered. Fint layer applied full length
venically, second layer applied horizontally or venically
5
l4- 1.2r..
2' x 4" wood studs l6'on center with two layers l/." regular gypsum wallboard"
applied venically or horizontally each sidel, joints staggercd. Nail-base layer
wiih 5d coolef or wallboardn nails at 8" on center face layer with 8d coolef or
wallboard'nails at 8" on center.
>'h
2' x 4' wood sruds 24'on center with tlr" TyW X gypsum wallboard' applied
venically or horizonlally nailed with 6d coolero or wallboardn nails at 7" on
center with end ioints on nailing members. Staggerjoinq each side
l+1.41
2" x 4" frre-retardant-treated wood studs spaced 24" on center with one layer of
5tr'Type X gypsum wallboard' applied with face paper grain (long dimension)
pirott"t ,o rlirdi. wultbo-d ottachid *ith 6d cooler" or wallboardn nails at 7" on
center. ,,--.-.-
4j/.rd
2'x 4" wood studs l6'on center with two layers 54" Type X gypsum wallboard"
erch side. Base layers applierJ venically and nailed with 6d coolec or wallboardn
nails at 9" on cenrer. Face layer applied vertically or horizonrally and nailed with
8d cooler" or wallboardn nails at 7" on center. For nail-adhesive applicadon'
base layers arc nailed 6- on cenler. Face layers upplied wirh coating of approved
wallbo:ud adhesive and nailed 12" on center.
6
l.t- I .6'
2' x 3" lire-renrdana-trc:rted wood studs spaced 24" on center with one layer of
5/E" Typ€ X gypsum wallboard' applied with tace paper grain (long dimension)
airigiri anglis to sruds- Wallboard attxched with 6d cement-coated box nails
sDaced 7" on center.
-
'15/,1J '$
15. Erterior or
interior walls
l5-t.lt'
Exlerior surtace with r/r'drop siding over r/'" gypsum sheathing on 2" x -1"
wood studs at 16" on center. interior surface treatment as required flor
l-hour-rated exterior or intcrior 2- x 'l' wood stud panitions. Cypsum sheathing
nailed with I r/.,'by No. I I gagc by 7/16' he:rd galvanized nails a! 8" on center'
Sidine nailed with 7d galvanized smooth box nails.
-
Vnries
l5- I .lr' '
f," x .1" woo<i studs 16" on center with metal lath and r/." cement plaster on erch
side. Lath allrched wifi 6d common nails 7" on center driven to l" minimum
penetmtion rnd benl over Plaster mix l:-l tbr scratch coat urd l:5 for brown
coat. bv volume. cemcnt to sand.
<J/J 't{
l5-l.Jr.n
l' x 4" wood studs 16" on center with 7/*" cement plaster (measured hom the
tace of stud.s) on rhe exterior surface with interior surtrce trcqrmena as requircd
tbr interior wood stud panitions in this table. Plaster mix l:-l tbr scrarch coat and
l:5 for bmwn coat. by volume. cement to sand.
Varies
l5- 1.-l
3J/l" No. l6 grge noncombustible studs 16" on center r'r'ith :/"" cement plaster
(measured t-rom the trce of th€ studs) on the exterior surlbce with intenor
surt'ace trerlmen! as rcquirctl tbr interior. nonberring. noncombustible stud
pani(ions in this ttble. Plaster mix I :-l tor scratch coat and l:5 tbr brown coat.
bv volume- cement to sand.
Variesr
(contitrued)
2OO3 INTERNATIONAL BUILDING COOE@
-----
rt IF
FIRE FESISTANCE DIRECTORY 485
RiE BESISTAI{CE DIRECTORY
to PS 143 leaatnadqt F-t g..in ot plywood lo b' p'rpendiclltt to joBrs witn ioinrt
SYatt,n tlo' 3
H*ffiJmrHH;*l;i*::"T.lfi ,li.Ll,l'o"'
o'roo' roppins n'r-
GYDCd. Cor9.-trt GC'
ijnhad Sot . GtF|t| Co.-TYP' F'
,4..i'6iJliJoi*'-- 'tphrlt lerur't'd t'lt 0'030 in' thick'--.
'""1t j[in.,rttr Ov*a min sr!d'.'co" ErDosur' t ot "c'o" whjti:::t stu'
r; Ps t€3 lDcrfic.rioi. rr" gra"' o' p;JoaiJii petpe"oicuto' to lortt! wrth ioin!
SY'ttm l{o' 4'
Froo?ine-nco. roroine l9:i:l-s?'"E5Hil:l:hi:']*"JlJ."j :rTil:#f *''.
rr ol !|n4 Conpra{ita tlttEln to Dc rvr
oYt4rrt| ca9.-Tr9. GC'
Unir.d Sotn CtF n Co'-TYt' F'
"rri.rjoro,,.rf-co
n ..ll Alphrlt $rur.t.d l'|t. 0 030 in tlill., .- ^--.-u..-tiiiZ in ,lcr prrt-a min grad' C'o" Erpolur' I ot c.o
"
wrth--cxt"ror oru'
j"iiPiifi;erclftd; F.c' e rl.n of ptvwood ro bt ptrp'ndicular to iorlt! wrrn rohtr
Svnc'n No' 5
loo.lnc-Fl..a toggane l@t"-€ 8 C'l' of w'Lt to 80 lb ot lloor toppine mrxru" to
i-"i'.l"i- ni*"ii. n b.3/'l in min'- -' iar fnat.nir' he-FORTA-FILL TYp'r I tnd lI
,,""-i!7iil-o,* ei'{d min srrcc 'c'i" Erpolu'e 1 o'. 'c-0". witl-31:1:' d* '
;T;ii;i;'ff;. F.ct gt'i; ot plvwood to b' p"p'ndicurtr to joitE wrtn lornq '7
Syrt'd l{o O ;
;il+;#[Iffi #'ft:dqr"{ +'m,ni*tt: f *i"ri't r#ffi I
',ortooL} a,* ,r.u., hc._Tye. tL I
:*:;l"f; *ti *:*r;:"Tt;":r""? ;ffi;"?l:l'j J":;"""'1':J'1"''* :;t5 tttog'r'd sYd"n llo' 7 '.--- *--:
RRE RESISTAT{CE RATINGS IBXU\- Continued
ff ?r!"ymil'Lffi' *i;:ii*;,::t'.:'.::"10"3"fl'" "j'"'"'fl'T'""!"ffi'"f E
."".iiril in-ri i;acrr F.r (ltem 2l '3 oetion"t fi
Mad- t{i5.t|' hs-TY9' PC'
o.ing-l/2 nL t'tlt ffi w|ln crt'rro] cluc contormrng to PS 1'66 Fact gttin lad
!r to iortL sY.ta.n t{o' 8
Frodns-f,o. r4ti|9 5tls'r'-Fo!T "91'.'1Tj:.jn|: : ":":.t*:;.Ti::'iil::TJ:l#'ffi sil.-"" "'l1li""i?li?i'" i-i"t p"rormrd
-ro'm
r' e'
;ili;.;;-;- 306 b of s.od. _w,tfr l.,1i.fl$i;:::.lffi"'"',l"iY,;j ilT' .."
OO plrrt o. |t t 5 td. ll. compr'3trY' !--- - -g.d co."-tb ol Am"rc'-TYp' FF: . ^ ^-^ - .-,-.
gaariaa -{O9Er||l'4o|trErtl t'9h
'
lt'tlll,'lrco l'
.'ril.-tsEl" i,i* orpo. m'n grrd' 'c'o' Expoturc I ot co" wrrh.'n'no'
o.lmng wnn P3 t{t. F.<.!rarn o' g'v-ooo io liototndiculr? to loitt3 with tomit
r..8?idgiig-lb'a-t
1.: Whtn tna llot ir cttl,ctad ullno tn' alt'rn c floot lYttrm drlcrib'd !bov' ult
3 rn. crot !.il{'.re'
J.lo,.r.-: ur tO i. tcoo l6 In' O C' lirt'tooo'd';"";;;J;-,,t'.;n.9 or :s Y!9,:::-** :i:'":t-,1:,Jli.oi:ifrind qh.n*r-r.'rls"'" '' '- "il-liiil; ri irctr tobr wirh t.1/4 in. bm
ro,ri. Ctl.orrf o,.'trccra irt tglict 4 rn "
L,illlf!ffi'-,,. d s/8 io. thicr' 1 tr.y:d:'.1-rl:1i.:':h;:3..1Tilf1'ililffi ;#r;:tq*ry;i{'.^y";;1i:i""i:ff :rxi'r"".*
l, 2. 3. Floorine Sy.tamr - Thc finrrn floorrng lh€m ll. wpor ..larde. lltem 2l end,th. 3ottfloor- ,
insrrrlm 3rm€vcon.i'ror".yon.or,n"fSy:i.,fiili?:: _ . t!t! t la oea<a
Finiah flooring-1 by 3 in. T & G and and maich6cl; leid petpondicular to ioist3.
V.9o. ratrrda.--Comm..ci.l, rolin-ri.ed building p.p.t, O.Ot0 in. thick.
Sub-floo.ing-l by 6 in. T & G, fltl.noddi.gooolly to ioi3t!.
lsvatam No, 2
Flni.h tlooring-Floor Topping Mixtur.'i grl m.r oti.t.r lo 1OO lb3. of floo. topprng mrxtur..
Comp.alsiva rt,an0th to ba 2000 pai m'nimum. Thicknort i. to bo 3/4 in minimum whon usad with
t9/32 'n. th'ck glywood luE l-o-dring-oi -t in, minimum wh.n u3od with 15/32 in. thick glywood
!|lFllooring.GYPCt.t Co.P.-TYP. GC
Unil.d St td GYP.um Co.-TYPe F
V.por r.t.rd.r-.{OptionrlFommorciel a!9halt s urar.d folt 0.030 in. $ic[
SlbflooringF I 5/3 2 o. l9/32 in. lh,ck glylood min. ctldr "C-D'El.posuro I o7 'C-O" wilh oxt.-
rar glu. conforming to PS 1.83 rp.cilicltion3. F€ce grlin of plYwood lo b. p.rp.ndicul3. to ioilta
tith rorot! .t!!l'rtd Fr-.i;ii". t. :
nnirh tlooTing-Floor To99in9 Mlxt|lr.'H gsl mrx watlr to 80 lbs. min of lloor lopping mirrurc
E l8O lb!. |n.r o1 3and. Compru$iva srr.ngrh lo bo IOOO psi minimlm. Thiclne$ to be 3/4 in.
'i iftum wh.n u..d rirh t9/32 in. thick plylvood su6n-oo_dtio o.--fi_n. ilinilnum wh.n uard with
l6132 in. $ict plywood ltiEflooring.
GYDCrat. Co.P.-TYto Gc
Unitad St|l.. GY9.um Co.-TYPe F
V.9or rct|rd.r--lortionalHomm.rcirl e39hslt sltural.d f.lt O.03O in. lhick.
Subllooring+ l5l3 2 or 19/32 in. thict plnvood lnan. Itsd. C-O" €tposur. I or "C-O" wirh cd.n-
r eluc conlo.ming ro PS 1.83 spacitications" Faca g.ain ot plywood to ba pa.p.ndicular !o loilt3tltr iorntt 3t!9c"'d
sv"..rn No. c'
nnr.h tloorin!-[1in. 23132 rn. rhick ft 6- ptyryood, min. grtda "Undorlaymcnt or "Sru]d-l-
lloor' conlorrnrng to PS 1.74 lpectticarronr. Faco gr,in to b. p.r9lndicular lo ioisG wilh joinB oft til|rsh lloorino and 3uFlloo.ing 3t.€g.ttd.
Yato? .aurdai-Optionalcornmarcial, ro$n-sirod buildin0 ptper O.Ol O in. thick.
&blloo.ino-Uin. 23132 in. rhrcr T & G plywood. min.9..d. "Und.rl.ymcnt' or "Slurd-l-Floor"
-rlornlne io PS l-83 rpcciticarions.
"* Sl"",l*. j:.H'""ndiculrr ro toisr3 with ioinrr 3t!s9.'.d.
tha. ?otgang Mlrtua!'-Mir rufliciont amount ot walo.lo elch 2 bags o, Ponland c.mant (fypa
I o.r. 38 lb bac of OG-|O2 o. oo. 25 lb b.g of FS-10a, and IOSO lb3. of satur.ted iudacr drytEl Ttrcln.lta i! 3/4 in. guilding p.p.r lllcm 2l it optioa!|.
Ma.ta? 8uilda.., I|rc.-TyPa PC.
&bFtoorlng- l,/2 id rhrck plvwoo<t wiih 6xt..io. glu. confo.ming to PS l-66. Fac. grain |rid p.r-
. F!rcutt' t0 oratl
h.h Froo?ins.Ftoo. fogping Mr't r.'-slatfl#i'"t, *",- . | 70 lbr. ot lloor ropprng rnrrrur!a !15 lbt. of tand. Compr.triv. 3t.ngrh 9OO p3i rnrnimum. lhickncai to b. 3/il in- mr.limumEl u|.d wirh 5/8 in. rnrck glyrvood lubllooring end I in. minimum wh.n ut.d wilh l/2 io. th'cktFood rubfloonng.
, biooa"g-r zi oisrg inl thi"t plywood uth .rtcrior glu.. minimum gradc ro bc 'r6nd.fd."
uortnmg to PS l.€E 3p.cificrront. Fsc. crein of plywood to b. pcrpandiculrr rc ioirtt wlrn ioinG
r. ^ Floor C.tt. Strr.m.. Inc.-Typc ll.
ffetr<.
h$ Fbo?ing*Ftoo? Topping Mtns1.'s5:Xl!ttr,t"".,r"r" .nir.d ito:t bv vorurn. with w.t.'ru..ino chr|l|r| t| n r r rons -""""':
"';'";-";-triiig "n"nn.,
ro eri.od !,inn
1.d {o; l.$l t.i'L'iY hn-d ro eoono r p|.crr :' ':il'j::-:;i^; .i1.. ."a tzz rn
iirilli-J;L.r Lit ro,nlscr'w roc'r'd 3/4 In dm dilttnct r'om 3rdt3 tno r/'.ro.no.o.t 100 Dsi rhrouEh no::|.. Mix rr ratr ol 1.4 cubac faat of prlfo.m.d loem to 94 lbt
' I Fonf.^d c.fi.nt and 3OO tb3 ot s.nd with 5-1/2 g.l ot w.tor. Cart d€^sity of floor toppingrl. l0O plus o. rninus 5 pcl- Min compr.$iv. strangrh l00O psi- Thrckn..t 1-1,/2 tn.m .ndt ol r&o.td lo. ld 3h"tt'
C.Ltts Ct9- lh. -TYPo FRP
..w, Futtine Chrri.l-c.*htrdcn'd 3t"l t_l/4 in long' o lSo in dir'n lhrnk'- El.rtirall Co.got tion ol Am..rc]-Typc FF.
3l!t n.l.rd.r --{O9t|on!tFcom|'.rctal aaDhalt-iat!..t.d fart, 0.03O In thrcl.!ia;;;;li;;:lilfii[,i#ll'o]'-'^ s.ad! c.o" Erpo3u,6 r o. .'c.o' with .xr.,,o. oru.._ attor.nrng wrth PS t{3 Fsc. grarn ot plywood !o b. p..p.ndicutar io joistt with ioint3 3t!9.
i H :l,t:l"-. Jrtlo3,,ll.o.""o r6 in. o.c.. n.+sropp.d.
#iiiHilL"',-<r showdFFo' r'ti onrv a 3'lrc 'ln' thrctndt ol evp-ts'"
','ii.Jii, i;;;u-.1 -r.c. ov'r orth'r cro'i r3a 1'^1o11^".1u'oo'd
tn c'm'
ilT,fi ili;tT;;;; iiui' tapc sirptco I .,' o c' on ioini3
19 th. uL o...ttt|in tatting
fritilnl iu.nnc- blr.nootJ]ormca of 25 MSG .l.clrogslvlnit.d stccl, sp.c.d 24 in. O.C.gt.D.ncticutrr tO torlra end tocatod 12 in. from €ach long.dga of basr layar wrllboard. Chan.nh ol.cad *rrh l/a 'n. clarra.ice ar ri! .nd3 and fa3ttn.d to tach iorat wrth l-7l8 in. long
lrr.nng ch.^ir.t rCraw3. Min and ctcaranca ot chtnnatr ro *rtl3:3/8 in. Additionat pi.ca3,60n long, glacrd immadiatGly rdiacant to chann.l3 lot anachmanl ot €nd iotnt! of tacond lay-
EXUY)-Continued
LOOK FOR MARK ON PROOUCT
LOOK FOR MARK ON PROOUCT
April 3,2006
Dan Havekost
Havekost & Associates
1l2l Grant Street
Denver, CO 80203
RE: Antlers at Vail Condominium 706
Loft Framing
Dear Dan:
I have reviewed the loft framing shown on the drawings provided to me. The framing
consists of 4x8 Douglas Fir Lar-ch Beams at roughly 4'0" centers spanning about l0 feet from
the precast unit wall to a stud bearing wall. 2x6 tongue and gtoove heavYtimber decking is
used abo.re this framing. This framing is structurally adequate for acfual dead loads and code-
required live loads.
If you have additional questions. please cail.
Sincerely.
R.B. Redwine
7o0 17n Street, Suite 19o0
Denver, CO 80202
{303} 5 75-9510
(3031 575-951 5 tax
150 East Beaver Creek Blvd. A204
P.O. Box 8009, Avon, CO 81 620
(970) 748-071 1
l970l 7 4A-O722 tax
:l2BAAre}lr-Ef'lct+6tpe-aFlNFrL.tidor& 6EARr}tq
:vrALLrTfPtCA-L
TOWN OF VAIL
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2t38
DEPARTMENT oF coMMUrt or*roPMENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ASBESTOS Permit #: 45B06-0001
Job Address: 680 LIONSHEAD PL VAIL Status . . . : ISSUED
Location.......: ANTLERS UNIT 706 Applied . . : 03/10/2N6
Parcel No....: 21010720[070 Issued. . . : 04/07/2M
Project No . : ?2 OA- Expires . . .: lOl04/2M
owNER HwH VENTURE O3/as/2006
C/O DAT{ I{AVEKOST
1121 GRJAI\T| ST
DBI{IVER
co 80203-2301
APPT,TCANT ENVTRONMENTAL ABATEMENT SERV03/15I2005 Phone: 7L9-578-Ls75
530 EAST COI,ORJADO
COIJOR,ADO SPRI}IGS
co 80903
License:155-S
CONTRACTOR ENVIRONMWTAIJ ABATEMENT SERVO3/15/2006 PhONE : 7L9 -57A -L575
530 EAIIT COI,ORADO
COT-,ORADO SPRINGS
co 80903
License: 156-S
Desciption:
REMOVAL OF ASBESTOS CONTAINING CEILING TEXTURE
Occupancy:
Type Construction:
Type Occupancy: ??
'Valuation: i $9,300.00
Fireplace Information: Restricted:
# of Wood Pellet: 0
Add Sq Ft: 0
# of Gas Appliances: 0 # of Gas Logs: 0
Building-----> 558.00
Plan Check--> S58. oo
FEE SUMMARY it,tl'a'*{.*+:t*t*'t't1**.r'}i(:***'r*:**'*1.'t**'i*:r+:*:t*1'l'*:r*+'**+'t:****'l'*:t*'a:+'}
Total Calculated Fees- > $116. oo
Additional Fees--------- >s0. 0o
Investigalion- >$0.00 Toral Permit Fee----- > $116 . oo
Payrnents------------- > $116.00
TOTAL FEES------------> $116.00 BAI-ANCE DUE-------"> $0.00
'i+*:r++*****++*}l*++******1*+ft*+*****++:}+f*+++*t*****++**+t**++****t*'*********+t|*+*
Approvals:
Item: 05100 BUIITDING DEPARTMENT
Item: 05600 FIRE DEPARTMEIYI
04/03/2006 mvaughan Action: AP
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in fl,rll 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 ordiirancesjand stab t"*rt to build fris structure according to flr" ;^ zonirg and zubdivision codes, design
review 4proved, Internalional Building ard Residentail Codes and otber ord-inances of tbe Town applicable thereto.
REQIJESTS FOR INSPECTION SHALL BE MADE FCIRTY-EIGHT HOT]RS IN ADVANCE BY TELEPHONE AT 90479.2135 ORYIHT'Y2'2
SIGNATTJREOF OWNER, OR CONTRACTOR FOR HIMSEIf, AND OS'NEI
PAGE 2
{.*{.*:|.'|.:|.:|.{.*.**.{.*{<*,F*'F***:l,8,|c*******:|.,t:|t,|.*t***>l.*******4.!ti{.,t.:l'|.*!&!t(***
CONDITIONS OF APPROVAL
Permit #: A5B06-0001 as of 04-07-2006 Status: ISSUED
************{.:1.{.***********'t :**:t**t ,****{<{.:t******4c*************************:**!t:8************:F:t't *!t !&**,**,**!t*!t*
Permit Type: ASBFSTOS Applied: O3llOl2W6
Applicant: EI.I\4RONMENTAL ABATEMENT SERVICES Issued:
Mtut20M
719-578-1575 To Expire: lOlO4lzOM
Job Address: 680 LIONSHEAD PL VAIL
Location: ANTLERS UNIT 706
Parcel No: 21010720[070
Description:
REMOVAL OF ASBESTOS CONTAINING CEILING TEXTURE
Conditions:
Cond: 38
(BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATBMENT ONLY.
AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE
FROM ASBESTOS IS REQUIRED PRIOR TO ANy FURTHER WORK
occuRING oN THIS SITE. TF FURTHER QUESTTONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479.2250.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIBLD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Entry: (X/03/2006 By: DRhoades Action: COND All
smoke detectors must be changed out to heat
detectors, by an approved alarm contractor, prior to
abatement work starting.
6-ooo I i:Hiii,"
Vail, Cotorado 8t65z
C.onb.t
Pemit
1.
2.
air
1998
the following:
CertificaUon
location. waste load out area
of entry and exiting plans for the
(labor & Materials)
forParceI#
**** *** ******* ** * * * ********
for any temporary disabling of the
ms wi$r the narnes and-onffiphone
3., Stte
loca$on.
Iten arrangements with tfe facility open
&ms, fire sprinkler qrstem, ard'alirm
of these individuals.
details addressing: waste container
d o<iUng details of abatement area.
sFucture in unaffected Ereas.
Town of Vail Reg. t{ol-l
-7n -flB-ts-
at 9 7O-3 28-g 64tt'or vtsit
Abaternene $ LSVt"U>
&lo(o?lo {ao?
Job Namei F^\rY
I vr-r ls ,gC, ?oy \io*s htr"/t (CcC
7r9 - fil *f S-l
Detailed ciescriptiono?ffi ssbes\c.: eo,i inl <1
QuitTime: f?'";Amountof,Asbestos: t_,.n"a|.
Wo* Outr,,]__ry* f ) Addiuon (Repair( ) Demo( )
Exish Yes 1a) -r,roll
reAren\\,Lq\, IEUV
** ***** ** r *i *** * ** * **|f{rf,
TO:
fupartment of Community fuvelopnent
Building hfety and Insp&ion &ryi@s
75 tuuth Frcnbge Road
Vail, Colondo 81657
97H79-2138
FAX 970-4n-2452
www.vailgov.com
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
Contractor/Aoolicant
SRE Builders
Steve
FAX/Email #: 748.6452
NUMBER OF PAGES:
FROM:
DATE:
BUILDING PERMIT #:
OWNERS NAME:
SITE ADDRESS:
OCCUPANCYGROUP:
TYPE OF CONSTRUCTION:
NUMBER OF STORIES:
BUILDING AREA:
Architect
Havekost + Lee
proj# Antlers 706
none given
2
Chris Gunion, Building Plans Examiner
0412812006
806-0072
HWH VENTURE
680 W Lionshead Place #706
R-2
I-B
7
?
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003International ResidentialCode, 2003International Mechanical
Code, 2003International Fuel Gas Code, 2003International Plumbing Code, 2003International
Energy Conservation Code and 2002 NaUonal Electrical Code as modified and adopted by the Town of
Vail.
The following o(n menb will nd b E ad.hM prior b isuane of a building petmit:
For processing:o Please submit four complete sets of revised construction documents containing the requested
information with all plan revision items clouded or otherwise identified.
o Please respond in writino to each comment by marking the attached list or creating a resoonse
letter. Indicate which olan sheet. detail. soe,cification. or calculation shows the reouested
information. Please send revisions to the attention of the olans eraminer with the building
permit aoolication number noted.
o Please be sure to include on the resubmittal the enginee/s or architecfs "wef'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 projecB all sheets of
the olans must be stamoed.
a
1 An asbestos abatement permit is required prior to issuance of a building permit.
Architectura I Com ments :2 Amend plans to speciff occupancy type and construction type of the building on the plans.
3 Antlers is a type I-B construction building. Combustible construction is not permitted.
Walls, floor/ceiling, stainruay etc. is required to be non combustible. Bearing walls and structural
floors require a 2 hour fire resistive rating, ReMse plans accordingly. Include complete construction
details with UL, gypsum or other fire resistive listings for all construction. IBC 602,2, 1009.5, table
601. Any existing wood frame construction which was added without permits will need to be
removed as part of this remodel as with other Antlers units.
4 Amend stain ,ay design to comply with the following (IBC 1009)
-maximum riser height 7 aZ"
-handrail on at least one side of stairway 34"-38n above nosing of treads
-handrail ends to be returned to wall or terminate in newel posts
-handgrip poftion of handrails shall be L Il4"-2" in cross sectional dimension
5 Amend plans to provide a 2 hour wall assembly detail for pipe chase shaft, fireplace chimney shaft
and W niche in the 2 hour shaft.
6 Include building cross section, or reflected ceiling plan to show all proposed ceiling heights per IBC.
Structural Comments:7 Include structural plans for the remodel. Non-combustible construction is required.
8 Include structural plans for new roof opening in the concrete twin tees for the fireplace chimney
Pleas€ r€fer to the cover sheet for information on resubmltting plans. In ord€r b avoid delays in issuance of
a permit, please check e!! rcquested information is induded with the resubmitted plans. Please submit
revised plans as a compleb seL Partial plan resubmittals will not be reviewed.
F : \cdev\CHRIS\PERI4IT.COMM ENTS\806-0072\80G0072. DOC
HAVEKOST + ASSOCIATTS P.C.
11 2'1 G FANT STFIEET
D E NVE FI. Ccf AOzO3
303./ El 61 - 1 121
FA)< 3 03,/e 63-O861
ARCHITECTURE
P LA NN IN G
UFBAN DESIGN
MaO2006
Memo in response to Town of Vail Plan Review
Building Permit # 806-0072 680 Lionshead Place #7 06
Remodel of Antlers Condominium #706
l. Asbestos Abatement has been completed by EAS (Environmental
Abatement Services) according to Antlers Permit.
2. Plans Note R-2 Occupancy, lB Construction Per 2003 Intemational
Building Code (IBC).
3. Plans have been modified to provide that all new consauction to be
accomplished with non-combustible framing utilizing'hon-com"
(or equal) treated lumber. All new shaft enclosures, bearing
partitions and stair support enclosure to be 2 hr. Fire Resistive Rated
according to UL U30l or IBC Table 720.1,l4-1.5. The existing loft structure as
permitted by TOV in 1973 will be wrapped with 2 layers 5/8" Type X S/psum
drywall wall (GDW) utilizing resilient furring channels between GDW layers
according to UL U536 to accomplish an assembly equivalent to the required
2 hr fire resistance.
4. Replacement stair has been modified to comply as closely as possible to IBC 1009.
5. Plans are modified to provide a new gas fireplace vent chase to accomplish a 2 hr
rated assembly per IJL U30l or IBC Table '120.1, l4-1.5.
6. Plans indicate the new dropped ceiling heights and existing clearances under
concrete stems at loft level. (Refer to Sections "Master Bedroom East Wall"
and "Loft Section".
7. Structural plans for the existing loft floor, dxed Jan/1611973, are included with
current remodel plans and Redwine Engineers letter RE: Antlers at Vail
Condominium 706 Loft Framing Stamped and dated 4/3/06by Engineer Robert B.
Redwine.
8. Roof opening for the new gas fireplace vent is a existing opening in precast concrete
which was abandoned and patched in 1978 when the original wood burning
fireplace was replaced with a direct vent gas fireplace located near the south outside
wall.
We desire to improve Antlers Condominium #706 to reflect contemporary convenience,
finish and features as well as current safety and fire protection standards including fire
detection/alarm monitoring, fire sprinkler system and fire rated assemblies. Although
some elements of the Antlers Condominium #706 remodel do not conform perfectly to
all provisions of the 2003 IBC it is clear the proposed altemations will improve the
level of safety, fire resistance, fire protection and egress. 03 IBC Chapter 34 "Existing
Structures" Section 3403.4 allows altemation of stairways not in compliance with
Section 1009 under limited space and construction circumstances. Further, Section
3410.2.4 "Altemation and Repairs" allow alterations not strictly in compliance with
Code iffhe current level of safety or sanitation is not reduced. We appreciate the Town
of Vail's consideration, evaluation and approval process and will continue to work with
TOV staff and SRE Builders in confirming acceptable means to meet the goals and
requirement of all parties.
EXISTING STRUCTURES
lEBl sEcTloN 3401
GENERAL
3401.1 Scope. The provisions of this chapter shall cortrol the
alteration. r-pair, addition and change ofoccupancy ofexisting
smlctures.
Exception: Existing bleachers, grandstands and folding
and telescopic seating shall comply with ICC 300-02'
3401J lVlaintenance. Buildings and structures' and pans
thereof. shall be maintained in a safe and sanitary condition'
Deviccs or safeguards which are required by this code shall be
mainoined in conformance with the code edition under which
instalted. The owner or the owner's designated agent shall be
resoomible for the maintenance ofbuildings and structures' To
detlnnine compliance with this subsection. the building offi-
cial shall have the authority to require a building or structure to
be reinspected. The requirements of this chapter shall not pro-
vide the basis tbr removal or abrogation of fire protection and
safety systems and devices in existing stnrctures.
3,l0lJ Compliance with other codes. Alterations. repairs. ad-
ditios and Chunges of occupancy to existing structures shall
comply with the provisions tbr alterations. repairs, additions
and ctanges ol occupancy in the lntentutional Fire Code' In'
rcmaionil Fuel Gus CoLle, Internationul Pltmbing Code' Itt'
temaional Pmper4' Muintenance Code, Inte rnational Private
Savage Disposal Code, !nternational Mechanical Code' Ittter-
national Residential Code and ICC Electrical Cotie'
IEBI SECTION 3402
DEFINTTIONS
3.l0Zl Delinitions. The tbllowing term shall. for the purposes
of this chapter and as used elsewhere in the code. have the tbl-
lowing meaning:
TECHNICALLY INFEASIBLE. An alterarion of a building
or a frility that has little likelihood of being accomplished be'
cause the existing structural conditions require the removal or
alternion of a loid-bearing member that is an essential pan oi
the sructural t'rrme. or because other eristing physical or site
consraints prohibit moditication or addition of elements'
spac€s or tearures which.re in tull and strict compliance rvitL
the minimum requirements tbr new construction and which are
necessarv to provide accessibi Iity.
lEBl sEcTloN 3403
ADOINONS, ALTERATIONS OR REPAIRS
3103.1 Exisring buildings or structurcs. .\dditions or alter-
ations to any building or structure shall conform with the re-
quiremenrs'of the code tbr new construction. Additions or
iltentions shall not be made to an existing building or stntcture
which will cause the existing building or structure to be in vio'
latioo of any provisions of this code. An existing building plus
additions shail comply with the height and area provisions of
2Oq! E.ITEFNATIONAL BUILDING CODE@
CHAPTER 34
Chapter 5. Portions ofthe structure not altered and not affected
by tire alteration are not required to comply with the code re-
quirements for a new struc re
Exception: For buildings and suuctures in flood hazard ar-
eas eitabtished in Section l6l2-3' any additions' alterations
or reoairs that constiote substantial improvement ofthe ex-
isting structure' as defined in Section 1612'2' shall comply
with-the flood design requirements for new construction and
all aspecs of the existing structure shall be brought into
.otpiion.. with the requirements for new construction for
flood design'
3403.2 Structural. Additions or alteradons to an existing
structure shall not increase the force in any structural element
by more than 5 percent. unless the increased forces on the ele-
rn.nt ar" still in compliance with the code for new strucures'
nor shall the strength of any structural element be decreased to
less than that requ-ired by this code for new structures Where
reoairs are made to strucural elements of an existing building'
rnd uncovered structural elemens are found to be unsound or
otherwise structurally deticienr. such elements shall be made to
contbrm to the requirements tor new structures'
3403.2.1 Existing live load. Where an existing structure
heretofore is alter-d or repaired. the minimum design loads
for the structure shall be the loads applicrble at the time of
erection. provided that Public safety is not endangered
lhereby.
3403.2.2 Live load reduction. If the approved live load rs
less rhan required by Section 1607' the areas designed for
the reduced live load shall be posted in with the approved
load. Placarcls shall be of an approved design'
3403J Nonstructural' Nonstructural alterattons or repalrs to
un existing building or structure ure permitted to be made of the
same materials of which the building or structure ls con-
structed. orovided that they do not adversely affect any struc-
rural member or the tire-resistance rating of rrny part of the
[EB] SECTION 3404
FIRE ESCAPES
3.1(X.l lVhere permitted. Fire escapes shall be P-ermitted only
as provided ibiin Sections 3+04.1.1 rhrough 3'10't' l '-l'
3404.1.1 New buildings. Fire escapes shcll not constitute
any pan of the required means of egress in new buildings'
3404.1.2 Existing fire escapes- Existing 6re escapes shall
be continued to be accepted as a component in the means of
egress in existing buildings only'
building or stnrcture.
:.10:JSui.*oys. An alteration orthe replacement of an exist-
ing srairway in an existing stnrcure shall not be req.lire! !o
co'mpty ruit-tr the requirements of a nerv stainv:ry irs outlined in
S".tion t0O9 wheri rhe existing space and construction will
not lllorv a reduction in Pitch or s
I.)
EXSNTGSTFUCTUFES
uniscr facility shail be located on the same floor and in the
same area as the existing faciiities.
34{19.7.10 Dressing, frtting and locker rooms. Where it is
technically infeasible to provide accessible dressing, fining
or laker rooms at the same location as similar rypes of
rooms, one accessible room on the same level shall be pro-
vided Where separate-sex facilities are provided, accessi-
ble rmms for each sex shall be provided. Separate-sex
facilities are not required where only unisex rooms e pro-
vided
34{19.7.11 Check-out aisles. Where check-out aisles are al-
tercd,at least one ofeach check-out aisle serving each func-
tion $all be made accessible until the number of accessible
checkout aisles complies with Section I 109.1?.2.
3/0l9:l,12 Thresholds. The maxrmum height of thresholds
at dorways shall be r/., inch (19.1 mm). Such thresholds
shall have beveled edges on each side.
34{193 f,istoric buildings. These provisions shall apply to
buildings and tacilities designated as historic structures that
undergo rlterations or a change of occupancy. unless techni-
cally infcasible. Where compliance with the requirements for
accessible routes. ramps. enirances or toilet tacilities would
threate[ or destroy the historic significance of the building or
facility, as determined by the authority having jurisdiction. the
alternative requirements of Sections 3409.8.1 through
3.109.8J tbr that element shall be permined.
3z(l!LE.l Site arrival points. At least one accessible route
fiom a site arrival point to an accessible entrance shall be
provided.
3.10!)J.2 Multilevel buildings and facilities. An accessible
route from an accessible entrance to public spaces on the
levelof the accessible entrance shall be provided.
3,tl)9-E.3 Entrances. At least one main entrance shall be cc-
cessible.
Erceptions:
l. lf a main entrance cannot be made accessible. an
accessible nonpublic entmnce that is unlocked
while the building is occupied shall be provided: or
2. lf a main entrance cannot be made accessible. a
locked accessible enutnce with a notification sys-
tem or remote monitonng shall be provided'
Signs complying with Section I I l0 shall be provided at
the primar.v entrance and the accessible entfilnce-
3.10!18.1 Toilet and bathing facilities. Where toilet rooms
rre provided. ilt least one accessible toilet room complying
with Section I l09.l.l shall be provided.
J.109t.5 Ramps. The slope of a ramp run of 11 inches t 610
mm) maximum shall not be steeper than one unit venicai in
eight units horizontal ( I ?-percent slope).
lEBl sEcnoN 3410
COMPLIANCE ALTERNATIVES
3{10.1 Compliance. The provisions of this secdon are in-
tended to maintain or increase the current degree of public
570
safety. health and general welfare in existing buildings while
permitting repair. alteration, addition and change ofoccupancy
without requiring full compliance with Chapters 2 through 33.
or Sections 3401 .3, and 3403 through 3407' except where com-
pliance with other provisions of this code is specifically re-
quired in this section.
3410.2 Applicability. Structures existing prior to [DATE To BE
INSERTED BY THE JURISDICTION. NOTE; IT IS RECOMMENDED
THATTHIS DATE COINCIDE \I/TTH THE EFFECTIVE DATE OF BUILD.
ING CoDES WITHIN THE JURISD|CTIoNI' in which there is work
involving addidons, alterations or changes of occupancy shall
be made to contbrm to the requirements of this section or the
provisions of Sections 3403 through 3407. The provisions in
Secdons 3410.2.1through 3410.2.5 shall apply to existing oc-
cuoancies that will continue to be. or are proposed to be. in
Groups A, B, E. F. M. R. S and U. These provisions shall not ap-
ply to buildings with occupancies in Croup H or I.
3410.2.1 Change in occupancy. Where an existing building
is changed to x new occupancy classification and this sec-
tion is applicable. the provisions of this section fbr the new
occupancy shall be used to determine compliance with this
code.
3410.2.2 Partial change in occupancy. Where a portion of
the building is chunged to a new occupancy classification.
and that ponion is separated trom the remainder of the
building with tire bamer wall assemblies having a fire-resis-
tance rating:rs required by Table 302.3.2 tbrthe separate oc- r
cupancies. or with lpproved compliance alternltives. the
ponion changed shall be mude to contbrm to the provisions
of this section.
Where a portion of the building is changed to ir new occu-
pancy classification. and that portion is not separated tiom
the remainder of the building with fire separation assem-
blies having a tire-resistance rating as required by Table
302.3.f tbr the separate occupancies. or with approved com-
pliance alternatives, the provisions of this section which ap-
ply to each occupancv shall apply to the enlire building.
Where there are contlicting provisions, those requirements
which secure the greater public sat'ety shall apply to the en-
tire building or structure'
3410.2J Additions. Additions to e.r'isting buildings sh:rll
comply with the requirements of this code tbr new construc-
tion. The combined heighr and area of the existing building
and the new addition shall not exceed the height and area al-
lowed by Chapter 5. Where a tire wall thut complies rvith
Secrion 705 is provided betrveen the addition and the exist-
ing building. the rddition shall be considered a separate
3.{16.2.-l Alterations and repairs. An existing building or
ponion thereot'. which does not comply with the require-
ments of this code tbr new construction. shall not be altered
or repaired in such a munner that results in the building be-
ing liss sate or sanitar.v than such building is currently' It' in
thJ alteration or repair. the current level of satlty or sanita-
tion is to be reduced. (he ponion altered or replired shall
contbrm to the requirements of Chapters 2 through l2 and
Chapters 1,1 through 33.
2OO3 TNTEFNATIONAL EUILDING COOE@
FTNE RESISTAXC€ DIRECTORY
ESISTANCE RATII'IGS (BXUYI-Continuea
1t/. W 3,tAin- 2a in O.C. t'cu6'l to lrll tnd llnt'l 'nglt!
wrth 5/1t l|\
om ol chann l abnad lqr slllosroo'
i. i.ipi.l * .tt.rn.t t h o,c: .. ^ ^
*=1 Iitll*hiffi.i.LY'i; to rb Ponr'nd c'm'n! spnv
dio|t Ptod|llt 0h' W. L 6t'ct & Co. ot c'n'd'' Ltd'
& Co- LL
Lrwalhn
n tn|ulalio|r Ca
i'$llffiEf-*n €..c. & co'
'fication
Mdtinq
Dccign llc U2O3
Assembly Raingr-2 Hr'
Nonbsadtg Wall
rd$*rx,ffi #i:'r:ffi :i"$,*r;ri'Fdfl*fi
.'
,,yji;H1t in. ta&co e3h or No.- 17 ti.d^wir.^slLt,';,1"J'.11i
i:: iiF-j ;,,;i'.;; i-i "p'""o 6 'n o c doubr' I'Yc' e'o
fi ,;;;;li-;il'il r1 srrrt wrrc,eru-sr' y::^"!""."11'f '2'i",iVl',J,'iT.tr-tr;i:l]{if "*'.-tj.l*i,:'"'l#:1J'.11nond.ahag.d goim igaa- v'rtlc nY o r' \
*:';T'.H.ff$#;!.'br"r'rt ro I cu rt ol ponrrnd
ffi:$nc".o,Haa
vlvan| Paatn CaaD. ol Ytk
r ol Ho||rdt. lng
. lnc.
1.J.TS*b, "-,-. o:- w'.R'-oq?: I Ii"""'l#S.ffi#i;.::'i-:l^it;,,1,,1;';.;:i::ff 1iTicl. Runnrrr lacuaad !o ico' tnd c'lltng
RNE RESISTAI{CE D]RECTOAY 735
FIRE RESISTANCE RATINGS (BXUYI- Co ntin ued
5. Paallta concrtta--lrlnimum 5 in, thick ot plrlita coocrato, rl to 6 cu h of paallta aggrlOata.
ro 94 lb of ponl.nd crm.rt.g!.ring th. t L Cl..riicldon Marting
l. tl.ilhaada-€rDoaad o. cov.rad with joint flniaha..
2- Joaal.-E poaad or covarad with libar tapa and ioint llnirh.r. 43 en altarnata, nomansl 3/32
id. thick gypt|rln v.naar plast r m.y b. rppli.d to th. .nrira sur{aci ot Claarili.d vcnc.. brrc-
board. Joinla rainforcad.
3, l\|ail.-8d com.nt-coatrd n!il! 1-718 in. long, 0.0915 in. shlnk dtrm, l,/4 in. dilm h.!d!. and
8d c.m.nt<o!t d n!il! 2-318 in. long, 0. | 13 in. rhrnk di!m, 9/32 in. dilm h..o3.
a. Wrllboard. Gygat||t|'-6/8 in. lhick, two lry..! agpli.d cith.. ho.izonrltly or v..ric5 v. lnn.rlay.. t.chad to rrt dr with thc 1-718 in. nrilr 3p.cad I in. O.C. Outor tayc. enlchld to stud!
ova. inna. layar whh lha 2-318 in. long nailr 3p...d 8 in. O.C. Vanicrl ioints tocatcd ov..
3ruda. All ioinl' in l.ca lay.6 3rsgg.r.d r|th joint! in b... hycr' and with joinr! on opgolii.
l|Oa.
C.n.dl.n Cyt um Co., Lrd.-Tyt.! C, SCX, SHX. wRX.
C.lqt : Co.B-Typ. I or FFP.
Oo.r{.r Oyp0n-Typ. C, ,l or 9.
Colil lo.rd Suldlng PiodustD-Tyt.r FSK. FSX€, -4, FSW, FSW-G. or.t.l\lo,r..t GyErum-Tyt. Firr X.P.lEo gvprum, A Dlv. ot P.cltlc Co..t 81d9. Producrl tnc.-Typ.! pc.2, -3, -3W,.3WS, -a or .8.
unit.d 3t i- Oyp.|rn Co-lypa C, lP.xt, tP-X2, SCX, SHC. SHX, wR{ or wRx,Watl.m Cttas.n Co.-lypa l.
- Wlnds Gyp.um l.c.-ty9. wTR o. WTR4.
rl-rlrg tha uL claliffcxion Marttng
Oesign t{o U302
Assambly Raring-2 Hr.
8...ing W.ll
Finirh Rrri.g-59 Min.
*l,lorinol Oimrnaions
lo-3,r+'
tbrizcrtol Sa€tixr
;! iatllon llaaling
t5'0.c.F-'-i---
**m*ruWit.ti*,*tll*#,,.j';:+:T!fr
t'r^t?Ilrff lTli;. trg,'f [i:'i,:x'::"]lT:lli"n''iil
ii,I'|'1"T!.lf ,f;.|"-r tp.c.d hoaronttllY r8 in oc 'nd
v'q
O.ti{n o. U2O4
Ass.mblY Rating'4 Hr.
Nonboaring Wall
-. Too olto Eoft l of Wo | | E f trcti!,rly Fireslep.d
llftbor.d. Cyccum'-s,/8 In. rtrck, two r.yc...9pti.(t cithcr ho.ironiltty o. v.nicely. Innlt
iF.lq9h.d to alldt wrrlr 6d c.m.nr<ort.d n.it3 l-7l8 in. tong. O.Og'tS in. 3h.nk cti.6 r.rd
I1ln.ct.- h.!da rF.c.d A in. O.a. Out.r trylr.n ch.d ro stird: ovcr inn.r tayar wirh 8d
iTtqko.r.d nlih 2-3lA rn. rong, O.113 in. th.nl di.rE . d 9/32 in. di.m h..dt, 3p!c.d I
;IL Yartol jointa locatad ov.r $udr. Va.ticrt and horiuontal jointt baiwaac Inna. and out-:-r'hrt naggo..d. Out.r lry.r loinr! cov...d warh lib.r t.p. .;d compound, n.dhc.d! cov-{
-ndr ,olnt compound Ar an attamata. norn 3/32 in. tlrict gypaud vancaa plartar .nay ba::r'd !o tfi. .ntr.. ts.t!c. ol Cl|.rli.d v.trc.. b...bo.rd. Jo;;6 ruinto.c.d. W.llborrd oth-I E o a8 rn. uor fiun ba ap! ia<t honaonolty.
' C.n.dl.n GyEsrt| Co- Ltd.-Yy9.. C, SCX. SHX. wnx
C.aorar Co.F-Typ. l. 8. C, FRp o. SF3.. go'nE cyFq.n-lyp. c.4.5 or 9.Gao?gilP.ctfic Corq- Gvorun Oiv,-Tvo.r 6PFSl, GPFS3, GPFS4.
Gold Eond Bqildins produqr*-lvg. FSW. FSWG or FSK4.|lorwarn Gyrnlm-Typc Fi.. X.F.t co Oygtrurr-Typ.r PG.3, fi,G.4.l.gqbllc GyFum Co.-,_yp. RG.1. RG.3, or RG-a.
ranr9lG€ratar" lnc.-TyD.r .3. vp8.3.
LOOK FO8 MARK ON PROOUCT LOOK FOR MARK ON PRODUCT
FIRE.RESISTANCE.R ATED CONSTFUCTIONo
TABLE 720.1 (2Fontinued
RATED FIRE.EESISTANCE PERIOOS FOiI VAFIOUS WALLS AND PARTMONS AO'P
IIAIEFIAL
IT$.1
NU BEN CONSTRUCTION
iiINIMUM FINISHED
THICKNESS FACE-TO.FACED
(lnch68)
4 hour 3 hout 2 hour t hour
(
t/ t th.m
2" x 4'wood studs 16" on center with two layers of3/g" rcgular gypsum
wallboard'each side. 4d coolef or wallboard" nails at 8'on center first layer' 5d
coole/ or wallboardn nails at 8" on center second layer with laminating
compound b€tween layers, joints staggercd' Fint layer applied full length
vertically, second layer applied horizontally or vertllq!ry-
2' x 4" wood studs l6' on center with two layers r/"' regular gypsum wallboard"
applied venically or horizoncally each sidet, joints staggercd. Nail-base Iayer
with 5d coolef or wallboardn nails at 8" on center face layer with 8d cooled or
wallboardn nails !t 8" on center.
l+1.3,.'
2" x 4" wood studs 24" on center wift r/8" Type X gypsum wallboard' applied
venically or horizontally nailed with 6d coolef or wallboardn nails at 7" on
center with end ioints on nailing members. Staggerjoins exch side
4t.'
l+1.'lr
2" x 4' fire-retardant-trealed wood studs spaced 24" on center with one layer of
5/r" Type X gypsum wallboard' applied with face paper grain (long dimension)
pr*tt.t to rtuAi. Wallboard attachid with 6d coolef or wallboudn nails at 7" on
center.
.rl/ J
l.l- l .5'. m
2' x 4- wood studs 16'on center with two layers 5(" Type X gypsum wallboard"
erch sitje. Base layers applicd venically and nailed with 6d cooled or wallboardn
nails at 9" on centlr. Faci layer applied venically or horizontslly and nailed with
8d cooler" or wallboard" nails at 7'on center. For nail-adhesive applicadon'
base layers are nailed 6" on center. Face layen applied with coating of upproved
wallboard adhesive and nailed 12" on center.
6
)
l.l- I _61
?'x 3" tire-rcnrdant-trqrted wood stutls spaced 24" on center with one layer of
r/r" Type X gypsum wallboard. applied with face paper grain (long dimension)
oirigili ongtesio studs. Wallboard auached with 6d cement'coaled box nuils
soaced 7" on center-
-
15/ d
15. Exterior or
interior walls
l5- l.lr."
Exrcrior surtace with r/.'drop siding over t/." gypsum sheathing on 2" x {"
woo<J sruds at 16" on center, interior surface (rcatment as required tbr
l-hour-rated exterior or intcrior 2' x l' wood stud panitions. Gypsum sheathing
nailed with l1/r'by No. I I gage by t/r6'head galvanized nails at 8" on center'
Sidine nailed with 7d galvanized smooth box nails.
Varies
l5- t .lr. ^
2' x -1" wood sruds 16" on center with metal lath and r/." cement Plaster on erch
side. Lath attached with 6d common nails 7'on center driven to l" minimum
penetmiion and bent over. Plaster mix | :'1 tbr scratch coat and l:5 for brown
coat. bv volum€. cement to sand.
<.1/
t5-I.3r..
f,'x.l- wood studs l6- on ccnter wilh 7/s'cement plasler (measured hom the
trcc of stud.s) on thc exterior surface with interior surtace trcrtmcnt &s requircd
for interior wood stud panitions in tiis table. Plaster mix l:-l tbr scnrch coac and
l:5 for brown coat. by volume. ceqlent to sand.
Varies
l5- l ..1
35/*' No. l6 gage noncombustible sruds 16" on center with r/*" cement plaster
( measured t'rom the tace of the sruds ) on the exterior surtace with inrcrior
surthce treatment as requircd tbr interior. nonbearing. noncombustible stud
panitions in this table. Plaster mix l:-l tbr scratch coat und l:5 tbr brown coal'
bv volume. cement lo sand.
VariesJ
(corrti ttc.l)
2OO3 INTERNATIONAL BUILDING CODE@
-
FTNE RESISTANCE DNECTORY
FIRE RESISTANCE RAINGS (BXUY-Continuea
to PS l{3 !t cifiGatida Fs gdin ot ptYtYood to bt 9"p'ndicul!' lo ioit|! wilh ioinrl
Syrtarn o 3
:i:lm1:1l'sril;"'. ffiJH:."J"ifi,ll,l.,ff 'o''
o,roor loee'ne m'''
Gvtcdr c.r9.-T)t Gc'
uiioa sttlo owstt co'-rYPt r'
r.ior-iOdo,rrtFcornttr.id .rph.ll tttulrtld fllt 03:0 :" ^tlf:;I#ffi ',ffi fr E;1g:i-.^*:,*:.."::i.::;:"";,xs,g:ls''nr"-letExrt-unu! --':.]t- 6rgosrjrc 1 or "co" vrith art.rior. glu.
i8Tlt{l'. L*:gfH.I$;'*'""?i't'l';';; p'rpendicur'r to jo'|$r v'ith io'intt
t'r ltidgi{Ft bv ' 'rL art.m.ta floor 3var.m d6cnb.d .bov' ul'
r.: Whan t'|a lkFa b co|titucta<t uang ln' 'rr'm'r'
tt I'
FIRE RESISTANCE DIRECTORY 485
sy't'm o' 4'
Il?lffi Iffi ffi[;-L'i!$HH]hiil?r'J ;,l li'"ir#x"'
GvD'Cno C;dD.-Tt9' GC'
uiind Stro. GrPr ca-rvPc r'
".i.rj6pt n n-ctin-"i.| Atph'lt 3"ur!t'd l'lr' o'o3o in thick .. .- -- -l
inl--16/32 i thicr lAtta.d ttn' g'"ot;'io' E oosu" 1 o' "Co" v'ith erGnor glu'
;"J;i-iii ;ilh-d;' Frcc errri of prv*oooio ur ecre'ndicurt' !o iorttt rYith iorno
Svtt'm No' 6
looringl@. toggloq ht''-€ g etl ol w 'r lo 80 lb' ol floot togping mxtur' b
f,L oa tlnd- ThEln.at D b.3/' In mrn'* -' i& rna.."l-' LI.-FORIA-FILL TYp'r I rnd ll'
n."-is;;;;,4 ptytoa m'n grrd' "c'D- Erpolurc I ot c'o".wtrh-.trttno' stur '
g 16 ps t43 !9.c,hc.lit!' aco grarn or gtyiioolJuc pitprnoicutar to loirrt with iornrl->
t, 2, 3. Fbo.ing Svrtarna - Thc finBh flooflng (|tom l). vepor ret id.. Jhem 2l and th. 3t Stloor- ,
ins {lr.n 3) ,".y co''sirr or anv onc orrh.f$i.*T;T.* , fh.tl t la *crcA
Fini.h floorine-l by 3 in. T & G and and m.tch.d; laid' p.rpendic ul.. to ioi3t!.
V.po. r.!rrd.r-Comm..ci.l, roain{rr.d building p€pc., O.OIO in. thicl(
Sub.floo.ingrl by 6 in. I & G. fa{.n..ldi.ggn.llY to joilt3
isv.tam l{o. 2
Fini.h flooring--+loor Topping Mixturr'5 g.l max itirtcr to IOO lbr. of floor toppang hirttrr..
Co.nprctriva $ranglh to bo 2000 p3i |ninitnum. ThiclnGa i! to b. 3/4 in. minimum whcn used with
19/32 in. thick plywood ruElfobiinifoi-t' in: mini.nun| when u3.d with l5132 in. thick plywood
r{ttlooting.GYlCrn CotP'-fYP. GC
Unitad Strt . GYgtum CoFTYta F
v.por rat .d.r-{Optionlltsommcrcial ..phllt s.turatad f.lt 0.O30 in. lhicl.
3b,floorl.{+l5l32 or 19/32 in. thrck plYwood min. grtdc "C-O" Er9o3ut. I or "C-O'with ert.-
rFr glu. conaormang to PS l-83 sp.cilication!- Fec.96in ot pltwood lo ba p.rp.ndiculer to ioisl!n r lointt 3ttggr'td 5;.,.-;,..5 : .nni.h ttoorinltsfloo. Topging Mlrtur.'l-8 gsl m.x walor to 80 lb!. min ot floor loppinq mixturc
E 180 lba, max oa !and. Comgr.a3iva 3tranglh lo b! 1000 p5i minrmum. Thiclno$ to be 3/4 in.
(nr.imu.n wh.n u!.d ryith l9l32 in, thick glywood suEll&iing o.-fin. ininrmum when u6od with
l6132 In. thrc! plywood sub.flooring.Gvlct.t. Co.P.-TYPo Gc
Unitcd Sl.t.. Gvprum co.-TvPo F
V.oor r.ord.7-loDtionrlHom.n.rcial atph.lt 3sturltod f.ll O.O3O in. lhick
Ssbllooring- l5l3 2 or 19/32 itr. thick pll.wood min.gr.d. "C.O" Erposur. I or "C-O" with err.ri-
r elu. conlorming ro PS l-83 tpccifioltiona. Faca grain ot glywood lo b. paoandicula. to joitr!
itl lor't3 3ttg€'r'd' sv'rm uo. J
tlnl.h floo.ine---Lin- 23132 in. thick f& G- plywood, min. gr.dc 'Undarlaymcnl" or "Sturd-l-
no? contodnrng ro PS 1-74 3p.cilicariona. F.c. g..in to b. p.tgandicular to jobrs with joing ot
- li.Bh tlooring .nd 3ob-tloo.ine it Og...d.
Vagor r.lr.dar--Optional{omm.rci!t, .otrn-lrzcd buildino plfor O.O1O in. thick-
&blloo.ingF--{li|!. 23./32 in. tntck T & G plywood, min. 9..d. "Und.rl.ymtnt' or "Stu.d-l-Floor"
rrto.hine ro PS l-83 rp.cificaron.. ** gJ:,,l,if l\::. ?r"cndicul..
to joi3r3 wath ioin'3 3tass...d.
noo. lotplnq Mlxtu.a'-Mix auttlcr.nt lrnou^t of w.t.r to e.ch 2 bog3 ot Po.tlsnd carnant (typ.
lcn. 38 lb bae of OG-IO2 or on. 25 lb blg ot FS-104, and jOSO lbr. o, lstu.rr6d 9urfucc dry|r!1 lhrcln.tr rt 3./4 in. Euildlng orp.r (lt.m 2, i! oplion6l.
Matta? Buildatr, Inc.-Tvta PC.' Matla? Buildan Inc.-Tvta Pc.' LtFlodnc- I /2 in. thick tlywood lyiih .{arior glu. confo.mrng io PS l-66. Fecr grain laid p..-
3 in. c.6 Lilan$
r6d Jd.>2 bV rO i.! tgsd t 6 in' O C' fk'rlooo'd
;ns";;;;lhitr.o&-.9 .r :i !:9.!:l:_T* :?:""*-,.t'Jl;"oi:i.'i^o cl|.d*|rr.'r+-.' - ': '"ia- rlii.rira ro iicl joirr w,rn l-l/4 in. lorC
,or.rr" Chtt||.b ovattaggad arl lplrc' ' In r
L'lllll"ffi'-"t a 5/8 in. rhick' . tt.ltdo,-1*'lf -:':hJg.:fl:ii.:l
- thldt Ftoorine+toor roeo:ng ulrrur.'j,v&1f n'li'ol *",". to lro tbr. ot ttoor ropprng mrrur.!- !15 lbr ot s.nd. Compr.larv. 3rr.ngth 9OO gsi minimurn- Thickn.3. to b. 3/4 In. .nr'timumr-r u..d wirh 5/8 in. lnick plywood lubfloorang and I in- minimutn wh.n u3.d wrth l./2 in. thrctllrcod rubfloonng.
- Floo? Crtt Sy|l.rn.. lnc.-Typ. Il.
_bioo.ing- 1/2 or 5/8 in. rirct plytrood with ext.no. glu., minimum g?ada to b. ''$and..d."
-rqnr|ng to PS l-66 3p.crricrron!. F.c. gr.an of pll rood to bc p.rpcndicular to ioi3B with joing
' Fdlcuta. to ior3lt.
brr.d.
}#fffi #;n':::':i;61q;i:5;;.ig;ii*.-t3'ir*1'"''""#tt|lh Fr6rinc-ftoo. Toepins rutxtr..i];::l'1"o*"nr"." .nir.d 40:r by vorum. w't|r w.trrl!.ftno chr.fl. iror | - Ens -]'*'i
"i.'"i-"i-r"-i9 J.nn.r to .rrono r,rn'n
'.d roi l.drf r ldY td-d ro 'oqrr|o r er'c'r - ':i1'l::-:;;;: .,;; l"i ttZ,*
il"i.i-i6"r uri ,-t sct'w loc't'd 3/' 'n m'n dililnct lrom 3r'r tno r/'ar9rndad at loo oai throuoh nor:ta. Mir rt 6tc of 1,!| cubic fcat of gratoam.d rolm to 94 lb!
t I Pontrnd comrni and 3O0 lb. of rand w|th 5-l/2 g.l ol watrr. Cart dcn3ily of floor toppinEo.rf.nd c.mrnr and 3OO lb. of rand w|th 5-1,/2 g.l ol walrr. Cart dcn3ily of floor toppinE
l0O plur o. manut 5 9ct. Min cornprGrF. 3trcngth IOOO p3i. lhicln.$ l-ll2 in.m ;nda d r&.td {ot l-l $..1r
19 rh. UL Claafcniqr Lrting
C.ad CdD- nt -TY9. FRP
..e. Fu.ti|f ffinatd'n'd tt"l' l'!/4 in long' O l50 i.l_ dirm 3hr'l'
nr, Phrlli,.avF h..<L
r.e. W.lbri|l.*hrr|.ntd n"l' r In' long' O'l5O in' di"n tnlnt' 3'ltlnllhe
t.taogrng PiItt w9a nar( - ---- ^-r-r;.i i- ..6r.lrr
;";;;; 6". iL,"i-+.' w'lrtrc"d or L'ath P!o" tto' trnb'dd'd.-in- -c-'m'
ngound o.,.r ro,ntl .nd cgorao '",.-"t;t;&;t;;'tl
iorngouno' w'tn acgt or
und taariartd o{tilff;; il.. lrtd shownl--+o' h'! 1Y'.1-3116'11,y:':*:'""": IJX'.'#r.mata Jqrr rtrrrn - -'o|o"i ,"p" on iolnt! rmbartdrd In.li.d lo allo'| argord tiac' ov'? 'ltn"iiill.i i" i.]n'* ,v'o. sL.r fib" t'p' 3i'grtd 8 in 0 c' oo iorntr'
- El..ri:.ll CorF"ation ot Am.?ic}-Typc FF.
F!!t R.hrd.r --{o9rron.tHom.n..o.l ..!hrlt.ratu.lt.d f.lt. o.o30 In tnrct.
'ft6n7|g- | 5/32 ir. drrct plyli|ood. min g.rd. "C-O" &9oturc I or "C-O- with .(.nor elu.,
aldo.m,ng w|lh PS l€3. F!c. g..rn ot plyrvood to b. p.rp..dicul.. ro joi3b wirh joinB {.9-
i F :lLH-. ;rT"ti;:.p.c.d r 6 in. o.c.. nrc.stope.d.rrinr"i i-'ii-Lr'rn;;];;; oi zg l,tsc ct.ctro{!lv6n,..d 3r..t. ie.cld 24 in. o.c.LtDtnoicul.r ro ior3t! .nd locrt.d 12 in. trom oach long .dg. ot b.aa tay.t w.llbo.rd. Ch.n-
l.h oltc.d w'rh l/4 in. cta!.anca .r rh. ondr and f!a!an.d (o ..ch iortt wrth 1.7/E in- longia.ing channal 3cratys, Mio cnd clar.anca ol chenncl3 (o wallt: 3/8 in, Addirional Diacaa 60r '-,nE cnannat 3ctarys, Mro cno crataanca or cnannlrr r9 w.flr; r/o In, aolrronar praclt ouq long, plscrd imm.diataly adi.crnr ro chlnn.lt tot attrchm.nt of rnd ioint! ot 3acond h\'.
LOOK FOR MARK ON PROOUCT
LOOK FOR MARK ON PROOUCT
70O I 7ti Street, Suite 19O0
Denver, CO 80202
t3031 575-9510
(3O3) 575-951 5 fax
April 3, 2006
Dan Havekost
Havekost & Associates
112l Grant SEeet
Denver, CO 80203
RE: Antlers at Vail Condominium 706
Loft Framing
Dear Dan:
I have reviewed the loft framing shown on the drawings provided to me. The framing
consists of 4x8 Douglas Fir Larih Beams at roughly 4'0" centers spanning about l0 feet from
the precast unit wall to a stud bearing wall. 2x6 tongue and groove heavy timber decking is
used above this framing. This framing is stnrcturally adequate for actual dead loads and code-
required live loads.
If you have additional questions, please call.
Sincerely,
R.B. Redwine
150 East Beaver Creek Blvd. .4204
P.O. Box 8009, Avon, CO 81 620
19701 748-0711
l97Ol 7 48-Q7 ?2 tax
TOWN OF VAIL FIRE DEPARTMEN
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2t35
NOTE: THIS
O$INER HWH VENTURE
c/o DAr.r r{AVEKosr
11.21 GRANT ST
DENVER
co 80203-2301
CONTR.,ACTOR COI,'MERCIAL SPECTAIJISTS OF
WESTERN COLORADO, I,LC
P.O, BOX 1572
SIIJVERTHORNE
co 80498
License: 151-S
ENGINEER SI{ANER LIFE SAFETY
DEBORJAH I,. SHANER P.E.
PO BOX 1073
FRISCO
co 80443
ticense: C000001971
VAIL FIRE DEPARTMENT
PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT
Job Address: 680 LIONSHEAD PL VAIL
Location.....: ANTLERS AT VAIL UNIT 706
ParcelNo...: 2101072M070
ProjectNo : .?R&G-61a1
Permit #:
Status...:
Applied. . :
Issued. . :
Expires . .:
o8/L8/2006
08/!8/2006 Phone: 9?0-s13-7100
08/!8/2006 Phone z 970-409-9082
AM-N7zl6C-otf
ISSUED
08tr8t2cf,6
08t22t2W6
02/r8t2w7
Desciption: FRIRE ALARM WORK FOR UNIT REMODEL
Valuation: $2,200.00
******+++++*{.{.*trtr****'t+t*t'ta't**,r*
Electrical ----- >
DRB Fee----- >
Inv€stigation-*- >
wi[ cdt------ >
TOTAL FEES-. >
$0. 00
$0. 00
$0. 00
$0. oo
$314 . s0
$314 . 50
$0.00
s314 .50
$314.50
$0.00
Total Calculaled Fe€s- >
Additionrl Fees------- >
Total Permit Fee---- >
Paymen6--------- >
BALANCE DUE:--- >
Approvals:
Item: 05600 FIRE DEPARTMENT
08/22/2006 mvaughan
r*********r*,..r*,.r_._,._:::::::_,.::.:,::_:::::_*,**.,,i*+*,,,.,,,,,****r**r***!.,,**,r.r*****+:i+**:|*,,,i*,.i.
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 atl Town ordinances and state laws, and to build this structure according to the torvns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other
REQUFSTS FOR INSPECTION SIIALL BE MADE TWENTY-FOUR HOURS IN
Action: AP
SIGNA
of the Town applicable thereto.
AND OWNEF
Appl,"Anoil t- ilor aEAccEprED ,, o"o"r*r= o0*c'TRJq(- ole 7Prolecl#:
Frontage Rd.
8{657
applicatlon submittal and mutt include infomation litted
2' page of'tirie form. Appllcetion wlll not be accepted without this
information.
CONTRACTOR INFORiIATION
Fire Alarm Contrac*oc
C> usC
Town of Vail Reg. No.:
\[o\-3
6ntaaano Phone#s:-,,v\ Wa*J Str-llco
E.Mtit Addr€as: r( g..1s c . X.'. "- O e.r>.rnl t;\,,,_EI--
COIIIPLETE vALUATlOttlS FOR ALARII PERlllT (Labor & llaterials)
FireAhrm:$ 2 2OO.O3
VATL
for Parcel#A at or vlslt
Parcel # g\,c \ c>1 Z.OoD?O
JobName: il\^Yu^r to.o JobMdress: bbo L s ns\ed p \.tl -1ok.Ua.l
Legal Description ll Lot ll Block: I Filiqg:Subdivision: hl-, H<rt Ccwlol
orners Mme: g r,otl t/o^{rar, I Address:I1o>- Shcr-, .{g./:- O"IEl"tbgd!-\
ann,n*.sho, o .d t{ s.[.t-] Address\D Rq.,, lol ].Frrrur( { Phone: {cfi aotz
oetaina + 1rfu
Detail€d d€scription of work:
{in" *\ol* r^tc.{L \ot .r'^.^\ rs-{t^..o4ot
Wo*Class: New( ) Addition( I ne'noOqprf Repair( ) Rotcft( ) Otrer( )
Typeof Bldg.: Singile-family( ) Tno-family( ) tilulti.-family{ / cnnnwcia( ) Rostaurantt] O,!:jI l
No. of Existing Dwelling Units in this building: I No. of Accommodation units in this building: 7
DoesaFireAlarmExist: Ves(fi No( ) lOoesaFireSprinklerSyslemExist: Yetll) ,!19().
FlUseG\cdev\FORMS\PERUITS\Alarnperm.dc ) ty
,ffn Iq"' vlt .Ff,('/
TOYYN OFVAIL FIRE DEPARTNENT PROCESS
FOR COMNERCIAL & RES'DENTIAL HRE ALARM SYSTEf,'S
Commercial and Residential Fire Alarm shop drawing requirements at time of
submittal must include the following:+bF
T1t
-/_<t
(*)T\#O,lrtH..b
A Golorado Registered Engineer's stamp.
Device locations on reflected ceiling plans.
Typical device wiring diagrams.
Battery calculations.
A list of specific device model numbers.
Equipment cut sheets of each type of device.
The number of each type of devics.
Information intlicating the specific zones.
Circuit diagrams.
Point to point wiring diagram.
Wiring type, size, and number of conductors.
The source of AC power circuite.
Fire alarm panel locations.
Knor Box location.
Information indicating monitoring method and monitoring agency.
Information regarding property managers and contact numbers.
Owner's primary residence location and contact numbers.
Instructidns forhre atarm system operations and any pertinent code
numbers for proper operations.
This check list has been provided to ensure that our review process may be
handled in a timely manner.
I have read and understand the above listed submittal requirements:
Proiect n".", f\^J+
Gontractor Signature:
Date Signed:b\t"[o..,
FlUs€rs\cd€dFORMS\PERMlTSAlanp€tm.dc 823r20n/
o
TOWN OF VAIL FIRE DEPARTTENT GUIDELINES
FOR PREVENTING NON.EMERGENGY FIRE AT.ARMS
In order to prevent a non-emergency response from the Vail Fire Department
Suppression crews to the constiucti-on location you may be working on we
ask that you perform the following tasks:
/
,/
/
-T
t/
L
Please contact the Town of Vail Fire Xlarshall, tike tcGee at 479'2135 or the
Town of Vail Fire Prcvention Offi@r, tike Vaughan at479'2252-
I have read and understand the above guidelines-
Date Signed:
Determine what kind of fire alarm system exists within the structure you
are working in with the owner or th5 manager of the property involved or
by contacting the Vail Fire Department'
Determine with the owner or manager of the property, which alarm
company services the system for them.
Become familiar with the different components that are associated with
the fire alarm system and hort, they operate before the DEMO begins'
Never paint a smoke detector, thermal detector,.or any other component
of the fire alarm system, and never paint a sprinkler head'
For small projecb bag detectorwithin the area you will be-working in
before you stbrt, andiemove the bags after work is done for the day'
For larqer proiects, please clntact the Vail Fire Department so that we
can wo-rk viitn'you in determining what needs to be done to alter or "Zone
Out' specific aieas of the alarm system for the structure.
FtuseE\cdev\FORMS\PERM|Ts\Alampem.doc
o823t2004
TO\ryN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
Qrr*r"r*, oF coMMUN,r" orutPMENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E06-0133
B:'(" -3.11)l L
Job Address: 680 LIONSHEAD PL VAIL Status . . . : ISSUED
Iocation.....: ANTLERS AT VAIL UNIT 706 Applied . . : 08/09/2006
Parcel No...: 2l0lF20ff70 Issued. . : 08llll20ffi
ProjectNo' -?RSO(. -O{.11 Expires. .: V2lUl2Wl
owNER HWH VENTTTRE 08/09/2006
C/0 DAI.I IIAVEKOST
1121 GRA}TT ST
DET,I\IER
co 80203-2301
APPr,rCAlfr PRrDB EI,ECTRrCAr, SERVTCBS T,T,O$/09/2006 Phone: (970) 390-1050
0089 STONEGATE CIRCITE
EDWAXDS
co 81632
License:342-E
CoNTRACTOR PRIDE EL,ECTRTCAI SERVTCES LT.O,/09/2006 Phone: (970) 390-1050
OO89 STONEGATE CIRCI.,E
EDWARDS
co 4L632
I-,icense:342-E
Desciption: ANTLERST06-COMPLETEREMODEL-ALLNEWELECTRICAL
Valuation: $18.300.00 Square feet: 800
Electrical------ >
DRB Fee------- >
lnvestigation--- >
Will Call------ >
TOTAL FEES.. >
FEE SUMMARY 'r****r++'i*r{r+**r('t'**'********'|.lht$l**'r**:rl.****+******'**:*'**:*L**
Total Calculated Fee6--> $54. ?5
Additional Fees----->$0. 00
BALANCE DUE---.-- >$0. 00
Approvals:
Item: 05000 EI-,ECTRICAIJ DEPARTMENT
$51. 75
$0.00
s0.00
s3 .00
954 .7s
Toal Pernit Fee----> $54 . ?5
Paynents--------- > S54 . ?5
08/LO/2006 shabn
Ttem: 05500 FIRB DEPARTMENT
Action: AP
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,IAI{CE.
DECLARATIONS
I hereby acknowledge ttrat I have read this application, filled out in full the information required, completed an accurate plot
plan, and state tlnt 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 suMivision codes, design
review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOI,JRS IN ADVANCE BY TELEPHONE AT 4?9-2149 OR AT OUR OFFICE FROM 8:OO AM - 4
PM.c4
f*'l********af*********'|'|*ff,1f,*++{r***l'*l'******+'t**********l'*f*******!t'1.***f++***********l*****
TOWNOFVAIL. COLORADO Statement
***********************t++*tl***+++tt'tt**+++f+*titff****t*il'+******++t+'tf*fa*******'tl'+++****
Statement Number: R060001202 Anount: $54.75 o8/LL/200608:39 AIII
Palzment Method: Check Init: DDG
Notation: Pride
Blectrical services 5553
Permit No: 805- 013 3 T]/I)E: EI,ECTRICAI, PERIIIIT
Parce1 No: 2LO!-O72-0607 -0
Site Address: 580 LIONSHEAD PL VAIIJ
Locatsion: AI{TIJERS AT VAIIJ I,NIT 705
This Payment:
EP 00100003111100
wc 00100003112800
$54.7s
Total Fees:
TOTAI IIIJJ PTNTE :
Balance:
$s4.7s
$s4.7s
$0.00
{t* * * * * * * * * * * **** *'}*'}'}***********'}**{'{tl.'}'}*****'**'}'}!*'}**'l******{.****+* * * * * *************{tl.**+*+:t
ACCO{JNT ITEM LIST:
Account Code Description Current PmtB
EIJECIRICAIJ PERI{IT FEES
ITILL CAI,I, INSPECTION FEE
51.75
3 .00
AppucArroNQLL Nor BE AccEprED rr rncounrt#itpug of - 6( e)
EA / or33 i:xr*ffiEvtg'
75 S. Frontage Rd.
Vail, Colorado 81657
TOWN OF VAIL ELECTRICAL PERMIT APPLICATION
CONTRACTOR INFORMATION
Electrical Contractor:
?rz*lcQctttt r^, aou.'. Lljt '"-"E{i'f1g'Contact Person and Phone #'s:
C-*^ fX**, l?o fto /oto
E-Maif Address: on,Jeo\tr*ncA\ 6 canroo+r.nrr Fax#: qz6-8nf
Contractor Signaturd;.-1 ,, )LZ-ze-t---'.-
COMPTETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE: ?'oo ELECTRICALVALUATION: $ f"
Conbct Awnrc Offie at 970-328-8640 or visit for Parcel #
Pa # 7-roto? 2D6o?o
eVor. F Job Address:45b tt-x,rtta06 Q,-<
co,"|oq4!- rl+.tect:L - pLL Ht{o *rEavaa+c
WorkClass: New() Additlon( ) Remodel(S Repair( ) TempPower( ) Other( )
Does an EHU exist at this location: Yes ( ) No D4WorkType: Interior (X) Exterior ( ) Both ( )
Typeof Bldg.: Single-family( ) Duplo<( ) Muhi-family( ) Commercial D0 Restaurant( ) Other( )
No, of Accommodation Units in this building:No. of Existing Dwelling Units in this building: *toO
for a hot tub: Yes ( ) No
Does a Fire Sprinkler System Exist: Yes (fo) No ( )Does a Fire Alarm Exist Yes t\ ) No
w..'.
I
F:\cdev\FoRM5\PERMm\Building\electjcalJermit-l l-23-2005.DOC
:*****************FOR OFFICE USE ONLY*************************************
Page 1 of 2 1112312005
o
o
,r-m
i
Amendmentto the 2002 N.E.C. Town of VailOrdinance 4, Series of 2005
Overhead services are not allowed in the Town of Vail.
Underground services shall be in conduit (PVC) f;om [he utiliU transformer to the electric meter, main
disconnect switch, and to the first elecUical distributlon eiicuit breaker panel.
The main disconnect switch shall be radily awsible, andlocated next to the meter on the exterior wall of
the structure. All underground conduits are required to be inspected beforc back-filling the trench.
In multi-family dwelling unib, no electrical wiring or feeder cables shall pass from one unit to another. Common
wafls and spaces are exempt
NM Cable (Romex) an b ud only in single and multi-family dwellings net exding 3 sbrfi*.lyp IIM annot be ud in any building mixd wilh lypc A,B.E FrHrlrftl &S occupncie.
Aluminum conductotssmaller than size #8 are not permifted with the Town of Vail,
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated plattorm,
a structural engineer must review the existing condition and veriry that it will suppoft the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.o If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is required.o If this permit is for a commercial space, two (2) sets of stamped drawings are required. Electrical
one-line and panel xhedules are reguircd if load is added or distrtbution is alhrcd.
1l
z lq/oo
Date Signed
If you have any questions regarding the above information or have additional questions,
please contact the Town of Vail Electrical Inspector at970-479-2147. The inspector can be
reached on Monday thru Friday mornings between the hours of 8am and 9am. You may also
leave a voice mail and the inspector will call you back.
I have read and u
F:\cdev\FORMS\PERMm\Building\electicalrermiLl r-23-2005.DOC Page 2 of 2 rtl23l20o5
VAIL FIRE DEPARTMENP
SPRINKLER PERMIT
Job Address: 680 LIONSHEAD PL VAIL
Location.....: ANTLERS AT VAIL UNIT 706
Parcel No...: 2l0lffi20f070
Project No, ?T<-SO G - o\ 21
07 /L8 /2006
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit #:
OWNER HWH VENTTIRE
C/O DA}I HAVEKOST
1_L2l_ GRN{T ST
DENVER
co 80203-2301
APPIJTCANT ABC FIRE PROTECTTON, rNC. 07/L8/2OO6 Phone: 303-373-4748
20100 EAST 32ND PARTMAY, #195
AURORA
co 80011
I-,icense: 188-S
CONTRACTOR ABC FrRE PROTECTION, INC. 07/18/2006 Phone: 303-373-4748
2O1OO EAST 32ND PARKWAY, #195
AURORJA
co 80011
License: 188 -S
Desciption: ANTLERS AT VAIL 706-ADD 1 HEAD RELOCATE 6
Valuation: $1.800.00
FEE SUMMARY *t***rtrr*r**:r*t*********r*r.'|.f,{.*trr{'*****:t***1.:i'rr:lll.,l*{rr*+*
S0. 00 Reshrarant Plan Review-- >
$3s0. 00 DRB Fe€----------------- >
so.oo ToTALFEES------>
s0. 00
TOWN OF VAIL FIRE DEPARTME
75 S. FRONTAGEROAD
VAIL, CO 81657
n0479-2r35
Mechanical--- >
Plan Check-- >
lnvestigation- >
wil cdt--- >
Satus...:
Applied. . :
Iszued. . :
Expires . .:
90.00 Total Calculat€d Fees-- >
50.00 Additional Fees------- >
942G. 50 Total Permit Fe.e------ >
Patmens----------- >
BALANCE DUE--_.._ >
F06-m4s
-3as- (fi1 z
ISSUED
07tL7t2W
08/10/2006
$425.50
$0.00
s426 .50
$426 .50
9O.OO
Item: 05100 BUILDING DEPARI'MEIUI
Item: 05500 FIRE DEPART!{ENI
0e/02/2006 mvaughan Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,IAIiICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to buitd this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR EO(ru IN ADVANCE BY TELEPHONE AT 479-2133
FROM 8:00AM-5 PM.
OR CONTRACTOR FOR HIMSELF AND OWNET
AppucA,,oell Nor BE A..EPTED rr rrrcoueffiIlttu 06- ot<)^
-nt-fTT7(-
fcl/ooYs-
-suilalng
Permit #:-
Sprinkler Permit #:
5i6-m-ittal ana
ili-required atffi ;:;;if :ilff;iilli'ii'ri roi o" accenl;l
i: r:' ffilHff tdre1ffi;'1$#$'ffit$:i; Eng ineer's sta mp or N'r' c' E'r' Lever ril (m in)
ln\
r\ul
\il
iE-TFT\'r ttr',
JuL 1? 200$
roujE-slt ffifr'6ivattRes. No':ffi Sprintter contractor:
ff,Xf;"'. "yt:!::!: or materials'
frlOiautic calculations'
l'&l1l'irEi,iJi;io.iiin.1es11111g1il -sute of colorado "'t$E";'iljjffi;Ja;ir" protection contractor.
Plans must be submittt
CONT@
COMPLETE VALUATIONS FOR AI'ARM PERMIT (Labor & Materials)
Parel #trc WAO ar vtstt ww'eaarecout''
Job Address:. ,
6,6<t tJ. ,-rtt,'rtxc^a f i"" L/''t ( 6to57JobNamer tl",r zrre - lrtrrtt c ESantr reLesal DescriPtiol__.[_ll!Block:t isr|
Owners Name:ffiress:-- fl tt F--Engineer: lAddress:u ,TWI-l
I lz., tt'
' e-39sffir,unit#,bld|
lLttr -? 4(
| _,,\t
r-llrrrsr-q.2P.
f ) other( )
(X) ["rt"uont( ) other( )
Detailed descriPtion of worK: &,;
- t .^.t AtJJft
WorkClass: New() Addition( ) Remo
lrvp" ot eldg': Single-famlly ( ) Two-familv (
E-l
delJ.:q) R_-_
) MultFfan
rrr.r-
----F
epair ( ) Retro-fit.----
rily ( ) Commercial
=G!!!!=FEommodation Units in this building:
!iNo. c
DOeS a
F :\cdev\FORMS\PERMITS\Fire\sprhklerJlerm-1 2' 5-05'DOC
Lzl05l2c05
r0m{0F
75 S.
Vail,
APPLICATION I' NO' BE ACCEPTED IF INCOMPLETT 'N"Q6 - ol<)
fd, ooYs-Building Permit #:
Sprinkler Permit *: Ff G . 6qlV$
Fire Sprinkler shop drawings are lequired at time of permit submittal andRd. must include the following. Permit application will not be accepted
81657 without this information:
HI
HI
ni-(
tljI
----=--:-t
rt '-F r,{ lc: li v/ l:lEvrr' "
JUL 1? 2006
rowN lr-vAlL
A Cobrado Regr$ereo Englneers $amp or N.l.u.E. l. Level rrr (mln,
stamp.
Equipment cut sheets of materials.
Hydraulic calculations.
A State of Colorado Plan Registration form.
Plans must be submitted by a Registered Fire Protection Contractor.
CONTRACTOR INFORMATION
Fire Sprinkler Contractor:
4BC Fnt /L o rrc-,o,t
Town of Vail Reg. No.:
t88-s
Contact and Phone #'s:
fr ^ Ho,^t Ln / 4^r //. t i Gos) z'zt -,r t.tr
E-Mail Address i ;1,. -L /!,,r.c o ,urale ol t sa. iet- ; ntl. ,'ro't,,n,.,e rtJcoJuaa-, i e-f
Contrector Signaturil:
/4"#%/--
A Colorado R.egistered Engineer's stam N.I.C.E.T. Level III (min)
COMPLETE VALUATIONS FOR ATARM PERMIT (labor & Materials)
Fire Sprinkler: $ ttroo*
C,ontact Assssorc Offrce at 97O-328-8640 orvisit for Parel #
Parcel #2lOl01 LoGaTe
Job Address:b6o U, l^r<,nsk.^J /i^.. l,/^t( 6to5'7
Job Name: ,llprr 706- /Jpftrts Couoa',
Detailed Location of work: (i.e., floor, unit #, bldg, #)
F;n;'l (tl rllt
WorkClass: New( ) Addition( ) Remodel{>q) Repair( ) Rero-fit( ) Other( )
Typeof Bldg.: Single-family( ) Two.family( ) MultFfamily( ) Commercial (N) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Does a Fire Alarm Exist: Yes (X) No Does a Fire Sprinkler System Exist: Yes ( X No
4;.;;Y
-***********************FOR OFFICE USE ONLY********r.****************************
F:\cdev\FORMS\PERMITS\Fire\spnnklerJrerm_1 2-5-05. DOC L2l0sl2005
| --'r
:
ITYDRAULIC
&
PRODUCT DATA
FOR
UNIT 706
@ ANTLERS CONDOMTNUMS
680 W. LIONSIIEAD PLACE
VAIL, CO.81657
t
I
T*
I
ilJ.c.ET. LEVELIV_ lEg a|GtEihG lEiruulEtElErur EroiEEnrE rEeia.cvcglttE/tnq{ xutER ?t2!a
/j0 /A-'tF.[l|]tA PtOra
- . - Fire Protection by Eompuler Design
ABC FIRE PROTECTION
20100 E 32nd Parlorvay Ste 195
Aurora. Co. 8001 1
3734748
Job Name
Building
Location
System
Contract
Data File
Antlers #706
Unit # 706
680 W. Lionshead Place Vail, Co. 81657
Antlers #706.WXF
I
ABC FIRE PROTECTION
Antlers #706
Page
Date
1
16 May 06I
I
I
Hvdraul-ic Desiqn Information Sheet
Name - ANTLERS +706 e ANTLERS CONDO'S
Location - 680 W. Lionshead PLace vaif, Co. 8l-65?
Building-Unit#706
Contractor - ABC Fire Protection
Calculated By - Matt Hall
Construction: ( ) Conbustible (x) Non-Conbustible
Occupancy - Light Hazard
Date - 12 July 06
system No. -
Contract No. -
Drawing No. -Ceiling Height - Various
I
I
I
I
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EJ
M
D
E
I
N
(x) NFPA 13 (x) Lt. Haz.( ) NFPA 23t ( ) NFPA 231C
Other
Specific RuIing
Dens j. ty
A16r Par^ qnrinLlo?
Ord.Haz.Gp. ( ) 1 ( ) 2 ( l 3 ( ) Ex.Haz.
( ) Eigure Curve
Made By Date
- I IU
(x) Wet()Dry
()Delugie
Make Tyco
Model LFIf
ci za 1/2Elevation at Highest Outlet - 72
Hose A1.l-owance - Inside -
Rack Sprinkler Allowance
Hose Allowance - Outside - l-00
Note Two Existinq Head & One New Head
/ ) PrFe.-f ion K-Factor 4.2
I Calculation EIow Required - 152
sunnary C-Factor Used: l-50
Pracc P6/'rrri ra.i -
ove rhead 150 Underground
I
I
w
A
T
E
l\
U
P
P
L
Water Flohr Test:
Date of Test
Time of Test
Static Press
Residual Press -
Flow
Elevatioa
Pump Data:
Rated Cap. -
G Press
Elev.
Tank or Reservoir:
cap. -
El-ev. -
WeIf
Proof Flow
3l- Mar 0 0
l-uo.z
84.6
82 80
0I
T
Location -Lionshead P
Source of fnformation - Vail Fire Dept
I /r ^Fh ^/-l i f !,evIutrvel Lj
Storage Ht.
Storage Method 3 Sofid Piled
Class Location
Area Aisle W.
? Palletized Z Rack
I
M
M
SR
TA
OC
RK
E
Singl-e
Double
MuIt.
Row
Row
Row
Auto .
)Solid
Storage
Shel- f
SheIf
) Encap.
) Non
()()Conven. P
SLave Pal-1et
I Clearance: Storaqe
Transverse
Horizontal-
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= ,r O: H=L <<
I Pressure / Flow Summary - STUDARD
ABC FIRE PROTECTION Page 4
Date 16 May 06l5Elevation K-Faci Pt
Actual
Flot ,
Actual
I 1ol
102li*4
Ali
6ti
10rii
14
15t fr"=
TESTI
't6.4
21.8
27 .51
32.01
33.49
33.96
35.77
%.42
39.28
38.4
39.98
d4.74
69.55
72.8
79.28
83.65
87.2
87.75
85.68
85.69
86.35
88.01
95.41
95.43
72.0 4.272.O 3.572.O 3.5
72.O
7?.O
72.O
67.0
67.0
62.0
62.0
62.0
7.67
7.5
7.5
1.5
1.5
6.33
6.33
4.83
1.0
0.0
0.0 100.0
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
17.O1
16.34
18.36
170 16.4't40 16.0140 16.0
0.1
0.1
0.1
t The maximum velocity is 18.98 and it occurs in the pipe between nodes 103 and 1
I
I
I
I
T
t
I
I
I
I Final Calculations - Hazen-Willis
ABC FIRE PROTECTION
Antlers #706
Page
Date
5
16 May 06
Notes ***ttPt
Pv
Pn
Pt
Pe
Pf
Hyd.
Ref.
Point
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Qa Dia.
"c"
Qt Pf/Ft
I
I
3E
1TI ;0,
102
17.01
17.O1
0.811
150
0.223/
8.391
5.594
0.0
10.170
13.984
24.1il
16.400
0.0
5.397
K Factor = 4.20
Vel = 10.56
2E
1TT102
to
't03
16.34
33.35
1.055
150
0.2157
6.215
7.768
0.0
12.500
13.982
26.482
2',t.797
0.0
5.712
K Factor = 3.50
Vel= '12.24
1T
T
103
to
1
18.36
51.71
1.055
150
0.4855
7.768
0.0
0.0
1.500
7.768
9-268
27.509
0.0
4.500
K Factor = 3.50
Vel = 18.98
1Tl,;-28.63
23.08
1.527
150
0.0180
9.U2
0.0
0.0
72.670
9.342
82.O12
32.009
0.0
1.479 Vel = 4.04
1E2t'i 0.0
23.08
1.527
150
0.0180
4.671
0.0
0.0
1.670
4.671
6.341
33.488
2.166
0.114 Vel = 4.04
0.0
23-08 35.768 K Factor = 3.86
1
to
4
28.62
28.62
1.527
150
0.0269
18.683
9.342
0.0
44.670
28.025
72.695
32.009
0.0
't.952 Vel = 5.01
4E
1T
1T4
to
B
I
I
I
0.0
28.62
1.527
150
0.0268
9.342
0.0
0.0
1.670
9.U2
11.O12
33.961
2.166
0.295 Vel = 5.0'l
0.0
28.62 fi.422 K Factor = 4.74
2E
1T
A
to
3I 23.08
23.08
1.527
150
0.0180
9.U2
9.U2
0.0
7.000
18.684
25.684
35.768
2.166
0.463 Vel = 4.04
0.0
23.08 38.397 K Factor = 3.72
2E
1T
B
to
5
I 28.62
28.62
1.527
'150
0.0268
9.U2
9.342
0.0
7.000
18.684
25.6U
36.422
2.166
0.689 Vel = 5.01
1T5
to
o
t 0.0
28.62
1.527
150
0.0268
9.342
0.0
0.0
17.000
9.y2
26.U2
39.277
0.0
0.707 Vel = 5.01
I 0.0
28.62 39.984 K Factor = 4.53
to
6I
23.08
23.08
1.527
150
0.0180
88.000
0.0
88.000
38.397
0.0
1.587
0.0
0.0
0.0 Vel = 4.04
1Eo
to
7I
28.63
51.71
1.527
150
0.0802
4.671
0.0
0.0
10.670
4.671
15.341
39.984
23.530
1.23'l Vel = 9.06
7
to
I
0.0
51.71
1.527
150
0.0802
4.671
0.0
0.0
54.330
4.671
59.001
64.745
0.074
4.731
1E
Vel = 9.06
I
to
9
I
I
0.0
51.71
1.728
't20
0.0664
5.645
11.29
0.0
32.000
16.935
48.935
69.550
0.0
3.247
1E
1T Yel= 7.07
I FinalCalculations - Standard 1
ABC FIRE PROTECTION
Antlers #706
Page
Date
6
16 May 06
PI
Pv
Pn
Pt
Pe
Pf
Pipe
Ftng's
Total
Qa
Qt
I
I
Hvd.
Ref.
Point
Dia.
"c"
PTIFI
Fitting
or
Eqv. Ln.
Notes *t**
1E9
to
10
I 0.0
51.71
1.728
120
0.0664
5.645
0.0
0.0
92.000
5.645
97.645
72.797
0.0
6.479 Yel = 7.07
1E10
to
11
T 0.0
51.71
1.728
't20
0.0664
5.645
0.0
0.0
60.330
5.645
65.975
79.276
0.0
4.378 Yel = 7.07
1EI ,J'
12
0.0
51.71
1.728
120
0.0664
5.645
0.0
0.0
9.000
5.645
14.645
83.654
2.599
0.972 Yel = 7.07t ';:
0.0
51 .71
2.203
120
0.0203
6.137
13.639
0.0
6.000
19.776
25.776
87.225
0.0
0.524
1B
1T
Vel = 4.35t ,i;0.0
51.71
4.31
120
0.0008
1E 13.937
0.0
0.0
12.000
13.937
25.937
87.749
-2.092
0.020 Vel = 1.14
I 14
to
15
0.0
51.71
4.31
120
0.0008
1E 't 3.937
0.0
0.0
4.830
13.937
18.767
85.677
0.0
0.015 Vel = 1.:14
I
15
to
16
0.0
51.71
4.3',1
120
0.0007
1E 1 3.937
0.0
0.0
2.330
't3.937
16.267
85.692
0.650
0.012 Vel = 1.14
16
to
BF
0.0
51.71
4.31
120
0.0007
1.s00
0.0
1.500
86.354
1.659
0.001
0.0
0.0
0.0 Vel = 1.14IBF
to
BASE
0.0
51.71
4.31
120
0.0008
1Asv 0.0
0.0
0.0
4.000
0.0
4.000
88.014
7.393
0.003
" Fixed loss = 6.96
Vel = 1.14t1T
1E
1G
BASE
to
TEST
0.0
51.71
6.16
140
0.0001
43.037
20.0u
4.304
67.425
105.000
129.935
234.935
95.410
0.0
o.o24 Vel = 0.56I100.00
151 .71 95.4U
Qa = 100.00
K Factor= 15.53I
I
t
I
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I
- - - Fire Protection bg Computer Design
ABC FIRE PROTECTION
20100 E 32nd Parkway Ste 195
Aurora, Co. 80011
3734748
Job Name
Building
Location
System
Contract
Data File
Antlers #706
Unit # 706
680 W. Lionshead Place Vail, Co. 81657
Antlers #706 ll.\AXF
I
ABC F]RE PROTECTION
Antlers #706 May 06
Page 'l
Date 16I
I
I
Hvdraulic Desiqn InformaEion Silee!---
Name - ANTLERS #706 G ANTLERS CONDO's
Location - 680 W. Lionshead Pface Vail' Co. 81657
Building-Unit#706
contractor - ABC Fire Protection
Cal"culated By - Matt Ha1l
Construction: ( ) Combustible (x) Non-Conbustibfe
occupancy - Light Hazard
Date - 12 JulY 05
System No. -
Contract No. -
Drawing No. -Ceiling Height - Varlous
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M
D
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(x) NFPA 13 (x)
()NFPA23r()
Other
Specific Ruling
Area o kler Operat
Dens i ty
Area Per Sprinkler
E.l-evation at Highest Outfet -
Hose Aflowance - Inside -
Rack Sprinkler Allowance
Ilose A}lowance - Outside
Note A1I New LFII Heads
Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2
NFPA 231C ()Figure
Made By
/ \ ? ,r \ Fv tI^?
Curve
spr
Mr La 'I\r..1
Model LFI I
Si-ze I/2
K-Factor 4.2
lemp.Kar.rf,J
System T)4)e(x) Wet()Dry
Preacti on
Othe r
100
t calculation Flow Required - 159
Sunmary C-Factor Used: 150
Press Required -
Ove rhead
1" 05
l qn IIn,{6 rdr^rrh.i
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ta
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water Ffow Test:
Date of Test
Time of Test
Static Press
Residuaf Press -
F-Iow
El evati on
Pump Data:
Rated Cap. -
G Press
EIev.
Tank or Reservoir:
cap- -
E1ev. -
WEI I
Proof Elow
31 Mar 00
|'r{. o
8280
0t
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onshead
T
a^nh^rl i t \r
qi^r.^a tlf
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Area Aisle W.
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I Pressure / Flow Summary - SUDARD
ABC FIRE PROTECTION
Antlers #706
Page 4
Date 16 May 06
K-Fact
101
102
103
1
2
4
A
B
5
6
8
o
10
'11
12
13
14
),E
16
BF
BASE
TEST
16.4
21 .8
2E.59u.u
36.24
36.84
38.55
39.39
42.43
41 .31
43.U
68.44
74.57
78.72
87.01
92.62
96.,16
97.13
95.06
95.08q6 76
97 .41
104.66
'1u.7
170 16.4179 16.4170 16.4
17 .01
19.61
22.46
100.0
72.0 4.272.0 4.272.0 4.2
72.0
72.0
72.0
67.0
67.0
62.0
oz.u
62.0
|.o(
7.5
-,E
.,E
1E
1.5
6.3i:)
4.83
1.0
0.0
0.0
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
0.1
na
0.1
The maximum velocity is 21.68 and it occurs in the pipe between nodes 103 and 1
t
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I
I Final Calculations - Hazen-Wittis
ABC FIRE PROTECTION
Antlers #706
Page
Date 16 May 06
Notes
Pt
Pv
Pn
Pt
Pe
Pf
Pipe
Ftng's
Total
Qa Dia.
"c.
Qt PflFt
t
I
Fitting
or
Eqv. Ln.
Hyd.
Ref.
Point
3E
1TI101
to
102
17.01
17.01
0.811
150
o.2234
8.391
5.594
0.0
10.170
13.984
24.154
16.400
0.0
5.397
K Factor = 4.20
Vel = 10.56
I 102
to
103
19.61
36.62
1.055
150
0.2564
6.215
7.768
0.0
12.500
13.982
26.482
21.797
0.0
o./Yl
2E
1T
K Factor = 4.20
Yel= 13.44
103
to
1
22.45
59.07
1.055
150
0.6212
7.768
0.0
0.0
1.500
7.768
9.268
28.588
0.0
5-757
1T K Factor = 4.20
Vel = 21.68I
1Tl;,-32.70
26.37
1.527
150
0.0231
9.U2
0.0
0.0
72.670
9.342
82.O12
u.345
0.0
1.893 Vel = 4.62
1E2
to
AI
0.0
26.37
1,527
150
0.0230
4.671
0.0
0.0
1.670
4.671
6.341
36.238
2.166
0.146 Yel= 4.62
0.0
26-37 38.550 KFador= 4.25t32.70
32.7
1.527
150
0.0343
18.683
9.342
0.0
44.670
28.025
72.695
34.345
0.0
2.497
4E
1T
1
to
4 Vel = 5.73
1T4
to
B
T 0.0
32.7
1.527
150
0.0343
9.342
0.0
0.0
1.670
9.U2
11.O12
36.842
2.'t66
0.378 Vel = 5.73
I 0.0
32.70 39.386 K Factor = 5.21
2E
1T
A
to
3I
26.37
26.37
1.527
150
0.0230
9-342
9.342
0.0
7.000
18.684
25.684
38.550
2166
0.592 Vel = 4.62
0.0
26.37 41.308 K Factor = 4.10
2E
1T
B
to
5
I 32.70
32.7
1.527
150
0.0343
9.342
9.342
0.0
7.000
18.684
25.6U
39.386
2.1ffi
0.882 Vel = 5.73
1Tt5
to
6
0.0
32.7
1.527
150
o.0344
9.342
0.0
0.0
17.000
9.U2
26.U2
42.4U
0.0
0.905 Vel = 5.73
t 0.0
32.70 43.339 K Factor = 4.97
2
toI
26.37
26.37
1.527
150
0.0231
88.000
0.0
88.000
41.308
0.0
2.031
0.0
0.0
0.0 Vel = 4.62
1Eo
to
7I
32.70
59.07
1.527
150
0.1026
4,671
0.0
0.0
10.670
4.671
15.U1
43.339
23.530
1.574 Vel = 10.35
1E7
to
8
0.0
59.07
1.527
150
0.1026
4.671
0.0
0.0
54.330
4.67'l
59.001
68.443
o.o74
6.053 Vel = 10.35I
I
8
to
0.0
59.07
1.728
120
0.0849
5.645
11.29
0.0
32.000
16.935
48.935
74.570
0.0
4.155
1E
1T
Vel = 8.08
t Final Calculations - Standard ;
ABC FIRE PROTECTION
Antlers #706
Page 6Date 16 May 06
Notes *t*ttPt
Pv
Pn
Pt
Pe
Pf
Pipe
Ftng's
Total
Qa Dia.
'c'Qt PfIFt
Hyd.
Ref.
Point
I
I
Fitting
or
Eqv. Ln.
1EI
to
10
I 0.0
59.07
1.728
120
0.0849
5.645
0.0
0.0
92.000
5.645
97.645
78.725
0.0
8.290 Vel = 8.08
1EI .io
11
0.0
59.07
1.728
120
0.0849
5.645
0.0
0.0
60.330
5.645
65.975
87.015
0.0
5.601 Vel = 8.08
1EI ,i"0.0
59.07
1.728
120
0.0849
5.645
0.0
0.0
9.000
5.645
14.645
92.616
2.599
1.243 Vel = 8.08
| ';:
0.0
59.07
2.203
120
0.0260
6.137
13.639
0.0
6.000
19.776
25.776
96.458
0.0
0.670
1B
1T
Vel = 4.97
I ,{;0.0
59.07
4.31
120
0.0010
12.000
13.937
25.937
97.128
-2.092
0.026
1E 13.937
0.0
0.0 Vel = 1.30
I
14
to
a1
0.0
59.07
4.3'l
120
0.0010
4.830
13.937
18.767
95.062
0.0
0.019
1 E 13.937
0.0
0.0 Vel = 1.30
I
.tE
to
16
0.0
59.07
4.31
120
0.0009
2.330
13-937
16.267
95.081
0.650
0.015
1 E 13.937
0.0
0.0 Vel = 1.30
0.0
0.0
0.0
16
to
BF
0.0
59.07
4.31
120
0.0013
1.500
0.0
1.500
95.746
1.659
0.002 Vel = 1.30
BF
to
BASE
0.0
59.07
4.31
120
0.0010
lAsv 0.0
0.0
0.0
4.000
0-0
4.000
97.407
7.253
0.004
* Fixed loss = 6.82
Vel = 1.30
1T
1E
1G
lEql
BASE
to
TEST
I
I
I
I
0.0
59.07
6.16
'140
0.0001
43.037 105.000
20-084 129.935
4.304 2U.935
67.425
104.664
0.0
0.031 Vel = 0.64
100.00
159.07 104.695
Qa = 100.00
K Factor= 15.55
I
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I
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oo
PRODUCT DATA
FOR
ur{rr 706
@ ANTLERS CONDOMII\UMS
680 W. LIONSHEAD PLACE
vArL. co. 81657
DATA IN FOLLOS{NG ORDER:
o AMES 200lSS BACKILOW
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t3 a i,;t* / eO au,l i:-a I u:stttKd Le <rr't i-/ y
. 5A% Shorler enC to end dimenslons for
compact inexpensive.installation.'
. 60% lighter in weight, reduces installation
and handllng cosls. :
I lNsrelLcflor.t
Stainless steel reinforced patented carn
check assernbly for long term reliability and
low head loss.
Reversible cam check dlsc.
100% Lead Free-
: No Special ToolS Required for Servicing.r Spectrrclrrob{s
The doubie check sha conEist of two
ind€pendentty operated spring loaded cam-chcck
valvee, required leet c.ocks. and opUonal inlet and
oullet reslllent wedge.shut off valves. Each cain
cheek shall ,be inlernalty toaded and provide a
positive cirip tigtrt closure against the reverse flow
of iiquid caused by back siphonage or back
prsssura. The modular cam-check includes a
stainless steel spdng and cam-arm. rubber facecj
disc and a r€placeabte ssat,
r Narroriir AppRovnls
ContAct thr Arnes lactory lor specific approvalc.
FLUID CONTROL SYSTEMS
I
Th€ 2O01 SS may be instailed vertically or ^. -horizontally. Refer to Jocal codes for speciflc.,. .
instatlation requiremcnts.
. 300 stainless steei one-piece body.
: Same lay length as most Detector
Check Valves, for retrofit applications.
qC.EOX 1387 iJBj :Ai/FCRAN rVE, WOOILqND. a,\ ?5776 :nrrl 5e;:d!..1 F.Ax;5:0r $6.j!r.l
iiilll riil ,r'!'ri/) ql','- il'tn irui:: a, irrrirl-.:
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Ames AO?|SS - Weights & Dr'mensions
u - rliotr
36
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I f DcE{crrED Fror Oxa^dEn6rFs lbcu..Brr€,,.(r(')
. :-
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Ftow Rate (CIPf( l
Sizss: 3", 4', 6", 8"
Rated working pres€ur€: 175 Psi
Tenrperature range: 32"F to 110"F
Flange dimension in accordance with AWWA Class D.. .-.
All internal matal parts; 300 eeries-stalnles6 steel
Conetruction: 300 Esries stainlesa steel
WjOOilND. CA S5776 f .r^\ a.c ,' ,o, cr y (530) 66--,10rd MF?-roa
'1l^tr
rTY -i r_iir. ,ttrvt^"it r'iri:t-'r'i.,.
4'. Do.rene frgt Cgrnrctggne 0roua 9rn+r rxver)
/l.H
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E.'/a-
250 500 750 1000 1e50
Flo|{' F v (GPM)
0 1DO 200 3oO rCo
Ft<t, er'? (O p )
I C DCcUarno Ftow OnF^CIEiEIrr 0t6ld.t S+rn<rF $.'rr)
sruBr
36
3*
it2
a: _a-
Sl.z6 A B D E F G
wciEh(t/ Orr.s
'lvclghr
*/o G!r.c
ln-in,ln-,ln,,n,tDs.lDs,
2.0'36 1/8'10 112',33/{.:14.7/8"12 3t8l 190 43
1 16 1t2"34 5D"10 ln"41t2':,,n:314'14 3t4'255 42
6..22 1t2-43 5/8',12 1t2'51lZ'30 1/8'IU 399 .78
t"22 1t2'45 t8'12 ln 6 3/{13 1t7 57 3rc 221lt 613 s2
AOO BDO 1200 :.il6OO 2OO.' 7dO0
[J ApproximaE head loss at thi UL rared flow I PHYSICAL CHARACTERISTICS
V = Vefllcal
H = Horiizontal
Contact AmBs Company ior 'N' pattern
'' - 'ebnfiluration inJormation-
AMES-rJrD-6NracGisffi
= .. ,- .i.c.5,;.
r, ri:. rr1483'TANFoRAN AVE.
; Modgr L F (=1e7sr/'l-'/0- t,'l ^
I LowFlowResidential
Pendent and Recessed Pendent
G lass Bulb Automatic Sprinklers fo r Smooth, Flai,
Horizontal & Sloped Ceilinqs
Manufactured by: Central Sprinkler Comoany
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
ff ProuuctEI Description
The Central Model LF Resideniial
Pendent and Recessed Pendent
Sprinklers have the ability to cover
large areas with very low flow and
pressure requirements. This,
combined with the aesthetics of the
recessed glass bulb design, provide a
sorinkler that is attractive and cost
effective. The Model LF is U.L. Listed
for use in sloped ceilings with pitches
up to 8:12. Refer to the Sprinkler
Design Hequirements Table on Page 3
for specific llows and pressures for
sloped ceilings, and Page 2 of this Data
Sheet for turther sloped ceiling design
guidelines.
The Model LF is Listed for both
155"F/68"C and 175"F[9"C. The
175'Fng"C Listing can accommodate
ambient temperatures up to 150"Fi
68"C. This is an advantage in areas
where high ambient temperature is
expected.
The Model LF is Listed for uo to 8"
(203.2 nm) below the ceiiing which can
provide a significant advantage when
encountering ceiling obstructions.
Please note the flow changes
slightly for installations over 4" (101 .6
mm) up Ia 8" (20s.2 nn) below the
ceiiing and for the '175'Ffl9'C
+arYrr'\areit rro
The Central Model LF Automaiic
Sprinklers incorporate the latest in
glass bulb technology, which results in
a much smaller more attractive
sprinr<ler. The operating mechanism
consisis of a liouidjilied ouick
r,esponse frangibie capsuie thai is only
20 mm in length.
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The Model LF Automatic Sprinklers
are intended ior residential
applications in accordance with
current NFPA 13, NFPA 13D and
NFPA 13R Standards and Central's
Residential Installation Guide.
Operation: The giass bulb
capsule operating mechanism
contains a heat-sensitive liquid that
expands upon application of heat.
Upon reaching the rated
temperatu re, the frangible capsule
ruptures thdreby releasing the orifice
seal. The sprinkler then discharges
water in a pre-designed spray pattern
to control or extinguish the fire.
nTechnical
Model: LF
Style: Pendent and Recessed
Pendent
Escutcheon: Model GB Res-/QR
Wrench: GB-20 (Pan #1 125)
Orif ice Size: %" (1omn)
K-Factor: 3.4 e33 metic)
ThreadSize: %' N.P.T. (15 nn)
Temp. Ratings: .155"F/68"C
175"Fn9"C
A^--^.,^l^. tll ^l Il
^PPl Lrv dln. (J.l-.' r/lJ t-
Maximum Working P'essure: 175 Psi
(12.1 bar)
Factory Hydro Test: 100% at 500 psi
pa.s bar)
sitett (g,Smm)
Orifice
Automatic
Sprinkler
Standard Finishes:
Sprinkler: brass, chrome Plated,
white and off-white
painted
Escutcheon: brass plated, chrome .
plated, white and ofi-
white painted
Length: 21/e" (53.9 mm)
Width: 1%e" (30-2 mm)
Weight: 21,/2" (70 grams)
No. 4-1 ,O
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LF Sloped Ceiling Design Guidelines
MAXIMUM SLOPE
8:12 (33.70)
Pendents Located Along Multiple SloPes
. Spacing is measureci along the slope.
. Maximum number of sprinklers located in a
companment is umlimited.
For multiple slopes within a compadment,
calculate the most demanding two sprinklers
along one sloPe onlY.
See noies below if loft condition exists.
.a:minimum: 4" 0a1.6 nn)
maximum: one-half the maximum calculated
sPacing,
minimum: 8'-0" (2-4 nm)
maximum: 20'-0' (6.4 mn)
.b:
NOTES: . The above design guidelines are based on actual testing pertormed at U.L. for slopes up io and including 8:12
pitch (33.7"). foi slopes greater than 8:12 pitch, refer to Central Sprinkler Company's "Resideniial Installation
Guide'' for proper placement and spacing criteria.. One row of sprinklers shown on the sloping ceiling for clarity. Actual number of sprinklers within a compartment
is unlimited.. lf a loft adjoins the sloped ceiiing compartmeni, a minimum 8" deep lintel is required.
. For ceilings with lofts, calculate in. two most demanding sloped ceiling sprinklers plus one sprinkler at the loft
ceiiing for a total of 3 sprinklers.
gnstallation
All Central Model LF Auiomatic
Sprinklers must be installed according
to current NFPA 13, NFPA 13D and
NFPA 13R requirements and Central's
Residential lnstallation Guide.
Deviations from these requirements
and standards or any alteration to the
spnnkler itself will void any warranty
made by Central Sprinkler Company.
In addiiion, installation must also meet
local government provisions, codes,
and standards as applicable.
The system piping must be properly
sized to ensure the minimum required
flow rate at the sprinkier.
Check for the proper model, stYle,
orifice size, and temoeralure rating
prior to installation. lnsiall sprinklers
after the piping is in Place ro avoid
mechanical damage; replace any
oamaged unirs. Wet PiPe systems
must be protected from freezing.
Upon completion of installation, the
system must be tested per
recognized standards. in the eveni of
a thread leak, remove the unit. apply
new pipe joint compound or tape. ano
reinstall.
Installation Sequence
Step 1 . The unit must be installed in
the Pendent posiiion.
Step 2. Use only a non-hardening
pipe joint compounC or Teflon* tape.
Appty only to male threads.
' Teflon is a trademark ot the DuPont Corp.
Step 3. Install the sprinkler
accoiding to the dimensions shown in
the insiallaiion diagrams on page iwc.
Install the escuicheon skirl onto the
sprinkler prior to iis engagement lnlo
the reducing fitting. Fcr recessed
aoplicaiions, do not use the push-on
escutcheon plate to hold the unit in
posiiion. The sprinkler will onlY
function properly when anchored to
the building structure.
GB-20 Sprinkler Wrench
(Part #1125)
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(boitom view)
o
Figure.2 M
Nole: Centrai's Model 65 o.401 escutcheons may be used. When using
Central's Modei 65 ceiling escutcheon, the tace ol the reducing couplinE
should be j/6" tli6" beiow ceilino line.
LF %" Residential Pendent and Recessed Pendent
Sprinkler Design Requirements 155"F
Coverage
Area
Minimum Desiqn Flow
One SDrinkler
Two or More
Sprinklers
12 t 12'
(3,7 x s-7n)
lHaiz. & Sbped Ceilhgs)
i0 GPM (11.1 psi)
37-s lpn (0.8 bao
8 GPM C/.1 psl)
34.3 Fn (o-s bat)
14' x 14'
14.3 x 4.3n)
(Horzo,1lal Ceilings)
10 GPM (11.1 psi)
37-9 lpm @.e bar)
I GPM C7.1 osi)
30.5 lpn (o.5 iAr)
14'x14'
(4.3 x 4.3m)
(Stoped Cailings)
i2 GPM (16.0 psi)
15.5 lDn {1.1 ber)
I GPM C7.1 psi)
30.3|pn @.49 baA
16'x 16
(4.9 x 4.9n)
(Hotizonal Ceilings)
10 GPM (11.1 psi)t t,o!,$o!)..8 GPM CZ.1 psi)
so.s lpn (o.5 bar)
'i6'x 16'
&.9 x a.gn)
(Sloped Ceilings)
12 GPM (16.0 psi)
45-S lpta(1-t bet)
I GPM O-1 psl)
30-3 lpm (O.5 ba4'!
18' x 18'
(5.5 x 5.5n)
(Hodmotal Ceiings)
l4 GPM (21.8 psi)
53.1 tpn (1.s bat
10.5 GPIV (12.3 psi)
39.8 lpn (o-8 ber)
'18'x 18'
(Sloped Ceilings)
18 GPIM (36,psi)
68.2 \p!i (2.5 ba)
13 GPM (18,8 psi)
49.3 lpm (1 .3 bet)
20' x2O
(6.1 x 6.1n)
(Hotizontal Ceiings)
16 GP[,I {28.a psi)
60.6 lpn (20 bao
13.5 GPM (20.3 psi)
512lpm (1,4bar)
20'x2A
(6-1 x 6.1n)
(Sloped Ceilings)
20 GPM (44.4 psi)
75.8 l n (3.1 ber)
16 GPIM (28.4 psi)
ffi.6|pm (ZA bar)
Deflecror distance from recessed up to 4' (101.6 nn) beiow ceiiing.
LF "h'' Residential Pendent and Recessed Pendent Sprinkler
Design Requirements 175"F
Coverage
Area
Minimum Desiqn Flow
I Two or More
One Sprinkler Sprinklers
12'x12'
(3.7 x3-7n)
10 GPM (i1.1 psi)
37.9 lom (0-B bar)
8 GPM (7.1 psi)
30-3 lpn (4.5 bei
14' x 14'
(4.3 x 4-3m)
12 GPM (16.0 psi)
45.5 lom (1.i bar)
8.5 GPIV (8.0 psi)
322 lpm (0.6 ber)
16' x 16'
(4.9 x4.9n)
12 GPM (16.0 psi)
45.5lpn (1.i bai
8.5 GPM (8.0 psi)
32.2 iDm (0-6 be4
'I8' x 18'l5 GPM (25.c psl)
56.9lpn (1.7 bar)
12 GPM (123 psi)
39.8 lpn (O.8 bar)
20' x 2A'
(6.1 x6.1n)
6 GPM (28.4 psi)
60.6 !.Dtr (2.0 D6r)
'i3.5 GPM (20.3 osi)
51 2 bn (1 .4 ber)
Dellector distance lron rccg9se.j up ta 4" (101.6 nn) below ceilng.
Note: Oniy the N4odel GB Fles./QF Fecesseo Escutcheon may be used
Substitution of other'recessed" escutcheons may impair the operating
sensitivity and dislribution pattem.
399
Escuicheon
odel LF Recessed PendentFlgure
Model LF Pendent
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Reducing
Coupling I
:
1 11/16"
t42eml
LF 3 " Residential Ertended Pendent Sprinkler Design
Requirements 155"F and 'l75'F
Coverage
Area
Minimum Design Flow
One Sprinkler
Two or Mole
Sprinklers
12' x 12'
(3-7 x 3.7n)
1 GPM (13.4 psi)
41.7lpm (0.9 bar)
I GPI\4 (7.1 psi)
30.3 lpm (O.5 bar)
14' x 14'
(4-3 x 4.3n)
12 GPM (16.0 psi)
45.5 lpn (1.i hei
e GPM (s.0 psi)
34.1 lom (0.6 ba.)
16'x 16'
(4.9 x 4.9n)
14 GPM (21 .8 psi)
53.1 ton (i.5 bel
'10.5 GPM (12.3 psi)
39.8 lom P.a bar) '
'18' x l8'14 GPM (21.8 psi)
:a 1 t^a /1 q h.r
12 GPM (16.0 psi)
45.5 iDn (1.1 inr)
20'x20' 16 GPM (28.4 Psi)
/6.i x6.1n) 60-6|pn i2.0 bat)
15 GPM {2s.0 psi)
€6.9 lpn (1.7 bar)
399 Escutcheon
Finish Part#
Brass 1287
Chrome 1286
White 1288
Ofi-White 1290
2
F=
is
Defiectar disance ertended 4" io 8' beiow ceiii/1?.
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Step 4. Hand tighien the sPrlnkler
into the fiiting. Then use a Central
GB-20 Wrench to tighten the unii
intothe fitting. A leaktighi joint
requires only 7 io 1411.-lbs-(9.5 to 19 0
Nm) of torque; a tangential force of 14
to 28lbs.(62.3 to 124.5 N) delivered
through a 6"(150 mm) handle will
deliver adequate torque. Torque
levels over 21 tt.-lbs.(28.6 N7],) may
distort the orifice seai, resuiting in
leakage.
Caution: SPecial care must be
taken when installing sprinklers wiih a
CPVC sysiem. SPrinklers must be
insialled after the manufacturer's /
recommended setting time for the
primer and cement to ensure that
neither accumulate within the
sDrinkler.
Special care must be taken when
installing with a coPPer system.
Sprinklers musi be installed only after
the inside of the sprinkler drop and
assocjated fittings have been wlre
brushed to remove any flux. Residual
flux can cause corrosion and In
extreme cases can imPair ProPer
sprinkler oPeration.
minimum mainienance requlremenrs.' Furthermore, the local Authority
Having Jurisdiction fiay have addi-
tional regulaiions and requirements
for maintenance, iesting, and inspec-
tion that musi be obeYed'
It is recommended thai sPrinkler
systems be inspected reguiarly by a
oualified insceciion se,'vice' Length
of time beiween sucn inspectlons can
vary due to accessibility, ambient
aimosphere, water suoPlY, and site
activity.
Do not attempt to reassemDle or
otherwise reuse a sprinkler that has
operated. RePlace anY sPrinkler
exhibiting corrosion or damage;
always use new sorinklers of the
same type and temperature rating as
replacements.
Because the discharge Pattern ls
criiical to protection of life and
property. nothing should be hung or
attached io the sprinkler unit that
would disruPt the Pattern. Such
obstructions must be removed. In the
event thal consiruction has altered
the original configuration, additional
sprinklers may need to be installed to
maintain the Protection leve'.
Do not attempt to replace sprinklers
lfiv the soecial sprinkler wrench. Be
ceriain to match model. sty{e, orifice'
and temPerature rating.
A fire proteciion system that has
been shut off after an aciivation
should be returnec to service
immediatelY. Inspect the entire
sysiem for damage and rePiace or
repair as necessary. Sprinklers that
did not operate but were subjected to
corrosive elements of combustion or
excessive temperatures shouid be
inspected, and rePiaced if need be'
The Authority Having Jurisdiction will
detail minimum rePlacement
requirements and regulations.
Guarantee: Central SPrinkler
Comoany will repair and/or replace
any products found to be deJective in
matedal or workmanshiP within a
period of one Year lrom the date of
shipment. Ptease refer to the current
Price List for Jurther deiaiis of the
warranty.
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Ordeting
lnformation
I Int Gare & lr#1il':":i:i:lilijl?.1""= ,"I lJ Maintenance ;;*.*;'*;;il:ffi"* ;";
I lo'l,fil must be handred care- H:Xii'ffi'"""&"J,$""ffit#.I fully. They must not be transported A fire watch during maintenance
or stored where ambient temperature periods is a recommended
I may exceed 100"Fi38'C. For best precaution.
! results, store them in a cool, dry To remove the sysiem lrom service
location in the original shipping mode, first refer to the system
I package. operating guide and valve instruction'
I Do not install sprinklers that have Drain water and relieve pressure in
been dropped or visibly damaged. the Dipes. Remove the existing unit
Sprinklers should never be painted, and install the replacemeni. using
a. coateo, plated, or alterecj in any otner
a way from manufactured condition or
they may notlunction properiy. Any ,,-.I enrfnKlFrq arteren rn sucn mani-rei
-
I rnr l<r nc reoracec
-
The owner is resPonsible for the '-
I ;::t"J,:'""J:l['":*1':"#::i,1ff rc15p4;I il;rffi;.;;ffi;r;;;L;, -- 1-r
"lnspection, Testing and Maintenance
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I of fiater-tsaseO ljTg P.niantiarI systems'',contains sr;"i'";''""0 ..?il:Tj",:"?H5::if,:f,?i?y*,
- o1ee8 oeniral sorini'iier comoanv t?RlZ:tr',?.tr::.t#t
f Prinieci in U.S-A.J
Ordering Information: When
placing an order, indicate the f ull
product name. Please sPecifY the
quantity, model. style, orifice size,
temperature rating, type of finish or
coating, and sPrinkler wrench.
AvailabilitY and Service: Central
sprinklers, valves, accessories, and
other products are avaiiable through-
outthe U.S. and Canada, and
intemationaily, through a network o{
Central Sprinkler disiribution centers'
You may write directlY to Centrai
Sprinkrer Company, or call (215) 362-
O70O for the cjisiributor nearest you'
Patents: Patents are Pending.
Conversion Table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = I .36 Nrn
1 psi = 6.895 kPa
- n nAFO hrr
= 0.0703 kg/c,'n2
1 U.S. gallon = 3.785 dm3
- e 7qtr Iiiarc
Conversions are approximat?' o.n,. ,
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Model LF
3,5 K-Factor - Fast Response
Low Flow Residentiaf
Horizontal Sidewall & Horizontal Recessed Sidewall
Glass Bulb Automatic Sprinkler
Central Sprinkler Comoanv
451 North Cannon Avenue, Lansdale. Pennsylvania 19446
Tel: (215) 362-0700 / Fax: (21 5) 362-5395 r' www.centralsprinkier.com
^-.
fENTRAL
'--F_
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Nl Description
The Central Model LF, 3.5 K-Factor
Fesidential Honzontal Sidewall &
F,)cess:ed Fiorizontal Sidewall Sorinklers
a, ) decoral;ve glass bulb sorinklers
dcsignecJ tc use in residenliar occupan-
c,es such at; homes, apartments,
dormitories, and hotels.
They are to be useci in wet Dipe residential
spnnkier systems for one- and two-famiiv
dwellings arrd mobile homes per NFPA
-
'i 3D; wet p4re residential sprinkier
system3 for residential occupancies up to
and including iour stories in height pei
NFPA 13R: or, wet pioe sprinkler systems
for the residgntiai por.iions of any occu-
pancy per NFPA 13.
The Central Model LF Residential
Horizontal Sidewall & Recessed Hodzon-
tal Sidewall SDrinklers have a 3.5 K{actor
wlrich provioes very low design flow rates
a1 reduced residual pressures, enabling
snraller pipe sizes and water supply
reluirernenJs.
Tlle recesscd version of the Model LF
Residenija Honzontal Sidewall Sprinkler is
obtained by :rtilizing the Model LF
Horizontal SiCewall Sorinkler in combina-
t,on with the Model GB Res.rQR Re_
c€ssed Escutcheon Assembly. The
reoessed yersion of thg Central Model LF
using a MocJel GB Res./eR Recessed
EsartcJ €on crovides up to 3/B inch (9.5
mrn) of toial adiustment from the flush
Honzontal Sidewall position.
Operation: The giass bulb contains a 11uid
wlrich exoaitds when exposed to heat
When the rated temperature is reached,
the flurl expancs sutfrcigntlv to shafter the
glass brrlb, which then allows tire spnnider
to acbv;te and flow water.
WARNINGS
The LF Be,.idential Hoizonb! Sidevtall
Spiniders ciescribd herein must iEinsEII# anci mainhind in compliane
witi'i this.document, as well as tvith the
applicable standards bf the Natjona!
Fire Protection Association, in addition
to the :;tandarcis of any other authori-
ties having juisdic-tion. Failure to do so
may. impair the inEgrity ot these
oevrces.
Becau-se of the above citd stipulations
and the varied nature of rcsiderrtial
type architecture, there will be some
compartme designs which annot fu
fully sprinHered in accotdane with the
recomendations of NFPA 13, NFPA
I 3D , or NFPA 1 3R. In the alent of this
condition, ctnsJft the authorifies ri
having jurisdiction for guldane and
approvat.
The owner is rcsponsible for mainhi*
ing their fire pmte5ition sysfF.m and
devies in proper oprating condition.
The insalling antactor or spinHer
manufacfrtrer should b conbcH
relative to any questions.
Technical
Data
Sprinkler ldentifi cation Number
stN cl396
Approvals
UL & C-UL Listed. MEA (s23-98-E)
(Refer to he Design Criteria Seclion)
Maximum Working Pressure
175 psi (12.1 barj
Pipe Thread Connection
1i2 inch NPT
Discharge Coefiicient
K = 3.5 GPWpsilz (50.4 LPlvl,6arl2)
Temperafure Ratings
155"F/68"C or 175Fng"C
Finishes
Spnnlder: White Polyester, Chrome
Plated, or Natural Brass
lecessed Escutcheon: [Vhite CoateC,
Chrome Plated, or Brass Plaied
Physical Chaiacteristics
The Modei LF Residential Horizonra
Sidewall Sprinlder utilizes a dezincificafion
i'esisiani (DZR) bronze frame and a 3 mm
bulb. The sorinlder lrame orifige is saajed
with a gasketed spring piate (Belleville
Seal) ccnsistng of a beryllium nickei Cisc
spring fiat is sealed on both its insiCe and
oubide eCAes widr a Teflonm gasket. The
ccmpression scTew is bronze. ano fte
_defiecror is bress
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Sprinklers
D esig n
Criteria
The Model LF Horizontaj Sidewall and
Recessed Horizontal Sidewall Sprinlders
are Ul- C-UL l-jsted and MEA Approved
for use in accordance with cunent NEPA
stancjards tor use on wet pioe sprini<ler
systems. These sprinklers have been
investigated for use under smooh liat
horzontal ceiiincs with siopes up to 2
inches per foot, at spacings up to 16 feet
by 18 feet, usiQg the design requiremenrs
found in Tabiell. Thdse sprinklers nave
also been iril.eS;gatec {or use under
smooth fiEttioping ceiiings with slopes up
tc 8 incfres ,6er foot, at spacings up id t 6
ieet by 16 feet, using the design i
requirements tounci in Table 1 as well as
the sioo:C ceiling 'Spcinc Agriicatio!
Design Criteria" iounci in Figure f . i' i
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Residential
Horiz. Sidewall
& Reeessed :
Horiz, Sidewall
No.4-2.0
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Design
Griteria (cont.)
Quesii ons concem i n g sP i n Her
insAllation and usage criEi4 which
arc not cw*d by the following
instructions, should fu submttH tu
Centnl SpinHer. Include sl<etches and
technical deE,IIs as approPriae.
In some insanes, the rquiremenE of
this document may @nem
sqcifications which are more
stingent and which
'',ke Pre€edene
over those sryifid in NFPA 13, NFPA
13D, NFPA l3R, or bY the aulhoritY
having juisdiction.
lnstallation ''
ne Ceilrat Model LF Horizontal Sidewall
Sprinklers must be instalied in accordance
with the following insructions:
NOTES
Do not install any bulb tW sginder if he
bulb is crackeJ oi there is a los of liouid
lrcm the bulb. Wih he wrtnder held
horizontally, a small air bubble with an
approximate diameter of 1/16 inch should
be pesenL
A leak tight 12 indr NPT spinlder ioint
should be obtaind with a toryue of 7 to 14
ft.fbs. (9.5 to 19.0 Nm). A maximum of 21
ft.hs. (28.5 Nn) ot toryue b to tu usd to
insa I sprinlders. Highet levels of torque
may distort the spinkler inlet with anse-
quent leal<age or imoaitment of the
spinkler.
Step 1. The sprinlder must onlY be
instalied'in the sidewall position with the
centeriine of the sorinlder parallel to the
ceiling and perpendicular to tire wall. The
top of the delieclor is to be positioned
towaros the ceilino.
G'ttp z. mer ins'aliing the GB Res-/QR
Recessed Suppon Cup (or other a€ept-
able escutcheon, as applicabie) over he
sprinkler pipe hreads and wih proe trread
sealani appiied to the pipe threads, hand
Iighten flT e spnnidei'into he spnnkler
fting.
Sep 3. Wrench tighten the sprinkJer using
oniy a GB Sprinkier Wrenc*r f 1099). The
wrencfi recess of the Gts SPdnkler
Wrench is to be aooiied lo the sprinkJer
wrendl flats (Ref Figure 3).
Step 4. For Secessed Side*all Sprinkier
.Aoolicaiions, a Protective Cap is available
wiric*r helps to prevent damage tc the
spnnkler during ceiiingtA,vall installation
andlor during application of he inish
coating of the ceiiingrtuall. Piace the
Protective Cap over the Recessed .-
Supporl Cup and push it sideways until it
bottoms out against the sprinkler deflector.
NOTE
As long as tite Pmtxlive Cap emairs in
plae, the sjstem is :nnsidered to be 'Out
of Seruie"
Step 5. After the ceiiing/wali has been
completed , remove and discard the
Protriive Cap. tf he Sprinlder has been
damaged, replace the entre Sprinkler
assembly. Do not attempt to modify or
repair a damaged sPrinkier.
Step 6. Push tre outer ring ot he'
Recesled Esctrtcheon over the Re-
cessed Suooort Cup. lf the Recessed
Escrjtcheon cannot be engageci with the
Suooort Cup or the Recessed Esantcheon
cannot be engaged suffrcienuy to contacl
flTe wall, tre Sprinkler Fttting must be
reoosiiioned.
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The Rbcessed ilorizontal Sidewall
Sprinklers are only listed with the Series
GB Res/QR Recessed -scutcheon
Assembly. .
The minimum required single and multiple
sprinkler fiow ratgs for systems designed
to NFP 13D or NFPA 13F occupancies
are given in Table 1. The single sprinkler
flow rale is tlle minimum required
discharge inrm tre most hydrauiically
demano'ing single sprinkler and, the
multiple sprinxter flow rats is the minimum
required dist:harge from each of the total
nunber of 'design sprinklers' as specified
in NFPA 1 3D or NFPA 13R.
Tl/r 99- I fTentaiive Interim Ammendment)
wilh an effec{ive date of Mqy 22, 2000
siates that tf re minimum required
ciischarge trorn each of the "design
sprinldes" for systems designed to NFPA
13 must be calculated based on delivering
a minimum oesign densiry of 0.1 gpm/sq.
tt. for 3aci ol the lised coverage areas
shown irr Table 1. Consuft lhe alrthority
naving lurisc;iction regarding the
application c,f this TIA to the cunently
aoopted NFPA 13.
Model LF Residential Horizontal Sidewall
and Recessec Horiiontal Sideuall
Sprinklers rnust be installed using the
obstruc'ion crieria tor exlended coverage
sprinlders ior.mc the cunent edition of
NFPA 13,
NOTES
Residential Fire Sprinner SysfP,ms
should only be designed and inshlled
by those compe,tent and compleEly
fumitiar with a.utomafic sprinwer
sysEm design, ir';sb|Iation produre-s,
and techniques.
The sprinkter must be seured in
position by firmly hsbning the
spinlder sysbm piping to the
struclure. If the sprtnVer is not
proprly secured in pesition, reaction
forcc.s resulting from spinlder
oSleration could alF-r iE orienEtion and
its water ciistibution patEm. The
sprinHer e::ctttchecn cannot be usd ,, ,
to hotd the sprinlder in posirion. ::!f",
Sevenl criteria may apply ta the
insEllation and usage of each
sprinkle-r. Consequenfly, it is
recomnenied that the sprinlder
system designer review md dewelop a pl^f
wb*ing uncesbnding of the te:l,'
compl& list of ctibia pior to
iniEating the desiqn of t1e spinHer
sv.ste/'n.
Table 1 - LF Horizontal Sldewatl and Recessed Horizontal
Sidewall Sprinkler Design Reguirements for
NFPA 13D & NFPA 13R OccuPancies
* These tlows and Presaures are apPllcable tor celllngs uP to Bn 8:12 Filtch' i
+ These flor/s and pressures do not apply to sloped celllngs'
Coverage
Minimum Design Flow (Pressure)
Deflecor
Distance
Temperature
Single Sprinkler
Multlple
Sprinklers
'12' x 12'
(3,7nx3.7m)
1 4 GPM/16.0 psi
(53.1 lpm / 1.1 bar)
1 1 GPM/9.9 Psi
(11.7\pn / a.7 bat)
'155'Fi68"O
175"Fft9"C
'i 4' x '14'
14.3mx4.3n)
14 GP[r/16.0 psi
(53.1 hn / l.i bdr)
12 GPM/11.8 psi
(15-S lpm / o.8 bar)
155'F/68'G
175"Fng"C -
'1 5' x 16'
(4.9mx1.9m)
15 GPM/20.9 psi
(60.6 lDtr, / 1.4 bar)
-13 GPM/13.8 Psj
(4s-3 ipm / 1-o ba4
4'-6'r c;orlncrr',-
1;Eo=tqlG.
*16'x 16'
(1.9mx4.9tu)
19 GPM/29.5 psi
(72 ipn / 2-0 bar)
18 GPM/26.4 Psi
1682 loor / i-8 bao
r Eaotr/atli/\
+16'xi8
(4.9 n x5.5 m)
19 GPM/29.5 psi
{72 Wt / Z0 bat)
l8 GPM/26.4 Psi
(e-2 isn / 1-8 b84
155"F/68"C
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Figure tQr Sior*all Sloped Ceiling Desigf,u;6etines
D = MAXIMUM
SLOPE
e.1t t'la 7o\
Sidewall Located at the Peak
. Locate sjdewalls at the peak with their defleetors parallel to
the slope.
. Number of heads to be calculated shall contorm to the
aopropriate NFPA stancjard being used for design.
. Maximum number of sidewalls at the oeak is uniimited-
. Cathedral ceiling applications: An 8" minimum beam or '
iintel is required at the peak.
. a: minimum: 4" (101-6 mm)
maximum: one-half the maximum calculated spacing
. b: minimum: 8'-0" (2.4 m)
maximum: 16'-0" (4.9 m)MAXIMUM 8'-0" OPENING
ALLOWED IN PERIMETER WALLS
'b
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a'
MAXIMUM
SLOPE
R l, r'?? 70\
MAXIMiJN4 8'.0" OPENING
ALLOW:D IN PERIMETER WALLS MMIMUM B'-0" OPENING
ALLOWED IN PERIMETER WALLS
Sidewalls Located Along the Slope
. Up to three sidewalls along each side of the slope can be located with their deflectors parallel to the slope.
. All hydraulic crileria per the appropriate NFPA stanciard appiies.
Note: If three sidewalls are present along one wall of one slope, all three must be calculated regardless
standard l)eing used for design,
- Maximum number of sprinklers per compartment is six.
. For catheoral ceiling applications, an 8' minimum beam or lintel is required at the peak.
. a: minimum: 4" (101.6 mm) ' b: minimum:8'-A' Q.4 m)
maximum: one-half the maximum calculated spacing maximum: 16'-A" (a-9 m)
Figure 2 - f'fodel LF Recessed Sidewall (bottom vjew) Figure 3 - Model LF Sidewa
=LEVATION
\4=W
Centlal's Model 65 or 401 escutcheons may b€ used.
When using C€nttsl's Model 65 ceiiing escutchaon, the
iace oi lhe reducing couDling should be 1/.'(3-2mm) 1Y
'."(1.6mm) i'eyond wall line.
:
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of the NFPA
L"i
8'-0-i-
-MfN.
Fioure 3 - Model LF Sidewall
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Iflcare & o
t f Maintenance
-
The Central Model LF must be main-
tained and serviceC in accorciance with
the followinE instructions:
NOTES
Wet pipe sprinklet systems must be
maintained at a minimum temDera-
ture of 40"F/4"C to prevent freezing
and bursting of the pipe and/or
sprinklers.
Automatic sprinklers are not to be
tested with a heat source. Operation
of the heat responsive element (bulb)
can result.
Absence of an Escutcheon Plate may
delay the time to spinkler operation
in a fire situation.
Before clasing a fire protection
system main control valve for
maintenance work on the fire
protection system which it controls,
permission to shut down the affected
fire protection system must be
obtained from the proper authorities
and all personnel who may be
affected by this action must be
notified,
Do NOT enclose sprinklers within
drapes, curtains, or valances.
Do NOT hang anything from the
sprinklers
Do NOT cleanse the sprinklers with
soap anci vlater, detergents, ammo-
nia, cleaning fluids, or other chemi-
cals. Remove dust, Iint cobwebs,
cocoons, lnsects, and larvae by
gently brushing with a feather duster
or gently vacuuming with a sott
bristle (i.e.- dusting) brush attach-
ment.
Exercise s uitable safety precautions
in the use and storage of highty
flammable materials. The rapid rate
of fire development and spread ot
which can be caused by such
materials can reduce the ability of
the sprinkler system to aid in the
control of a fire in which thby are
involved.
It is tecommended that automatic
sprinkler systems be inspected and
maintained in accordane ,jvith the
"^d::1"::c trssestiorp_'E ien in
ttt-!'A za. I
Automatic rorinkiers must never )e
s;.riooed :'srored wrt-.rg its t3mperatufe
wil exceed 100"F/38.3 and thev musi
llttlco f ru" c",uor f _c.ntrrlI J SDrtt Kl6r
neve. be painted, piated, coared, or
otherwise altered after teaving ihe
;acrory. Mociiiied sprinklers musi be
reptaced. S3rinklers thai have been
exDcsed io concsive p,'oducts of
comgustion, but have 'rot operated.
should be completely cleaned by
wiping lhe sprinkler with a cloth or by
brushing ii with a scft bristle brush.
Care must be exercised to avoid
damage - both before anC after
insrallation. Sprinklers damagec by
dropping, striking, wrench twisY
slippage, or the like. must be re-
placed. Also, replace any sprinkler
that has a cracked bulb or that has
lost liouid kon its bulb (Ref. lnstalla-
'iion Section). lt is recommended that
autorEatic sprinkler systems be
inspected quarterly by a qualified
Inspection Service.
The Central Model LF musl only be
replaced with sidewall sorinklers
which are listed lor residential fire
prolection seivice and which have ihe
same nominal Kjactor, the same
coverage area, and the same or lower
flow ratings (as inciicated under
"Design Criteria").
When remodeling, such as by adding
f alse beams or light fixtures or
changing the localion of compartment
walls, first veriry that the new con-
struction will not vioiate the installation
reouirements stated uncier WARN-
INGS. Alter the new construction and/
or the sprinkler syslem to suit lhe
requirements oi this document.
Orderin g lh-fermation: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size.
temperature rating, type of finish or
coating, and sprinkler wrench. Refer
to price list for complete listing of
Pari Numbers.
Availability and Service: Central
sgnnklers. valves, accessories, ano
other products are available
throughout the U.S. anci Canada.
and internationaliy, through a
network of Central Sorinkier
iistrif,uticn cerlers. vou l'iray vri'iie
cjirectly io Ceniral SDrinklei- Con,-
Dany, o' call (215) 362-0700 for the
ciistributor nearest you.
Information
arranty: The manufacturgr warrclnG
for a penod of one year irom the date of
sale (warranty period) thai 'the
product(s) solcj hereunder are iree irom
defects in materia'ano workmanshio. )
Our obligation under this warranty is ..-,'
limited to repair or replacement, or, at
our option, we will repay the price paid
for the product(s), plus any transpona-
tion charge paid by the purchaser. ln the
case of replacament, we will pay the
transportation charges to the locaiion of
the defective product. We must be $iven
the opportunity to inspect any prodrict
you believe to be defective. To make a
claim under this limited warranty, ybu.
should contact our Sales Services
Manager at (215) 362-0700.
THERE ARE NO OTHER WRITTEN OR
ORAL WARBANTIES. ALL IMPLIED
WA R R ANTI E S OF M ER CH A NTAB/ LITY
AND FITNESS FON A PARTICULAR
PURPOSE ARE LIMITED IN DURA.
TION TO THE DURATION OF THE
LIMITED WARRANTY SET FORTH
ABOVE.
The manufacturer does nol assume any
other obllgation in connection with the
sale of the product(s) by purchaser,
This warranty shall not apply to any
product(s), which have been installed in ..
violation of written instructions furnished l
by the manufacturer, repaired or altered,
misused or damaged, or not properly
maintained-
The manufacturer is not liabre lor
indirect, incidental or consequential
damages in connecticn with the use of
the product(s). .:
Some states do not allow limitations on
how lcng an impiieC vrarranty lasts, or
exclusion or iimitation of incidental or
consequential damages, so the above
limitations or exclusion may not appiy to
you.
THIS WARRANTY GIVES YOU SPE-
CIFIC LEGAL RIGHTS, AND YOU MAY
ALSO HAVE OTHER RIGHTS WHICH
VARY FRAM STATE TO STATE.
Conversion Table:
0,3048 m
0.093 m?
3-785 l-pm
0.06895 bar
44.74 mmlmin
0rdering
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gpm =
gpm/ft'? =
Teflcn is a trademafu of the DuPont Cotp-
:,1
Printed in U.S.L. g-OO
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l Pendent Sprinklers
4.9 K-factor
Fire & Building
Direct Safes (Central): Tel: (800) 529'6512 / Fax (21 5) 362-5385
Distribution Sales (Gem/Star): Tel: (800) 558-5236 / Fax (800) 877-1295
Technical Services: Tei: (800) 381-9312/ Fax f800) 791-5500
Serfes LFII Residential Pru l+rmo
The
LFII
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General
Description
The Series LFll rrY2234\ Residential
Pendent Sprinklers are decorative,
fast response, frangible bulb sprinklers
designed for use in residential occu-
pancies such as homes, apartments,
dormitories, and hotels. When aesthet-'ics and optimized flow charactedstics
are the major consideration, the Series
LFll (1Y2234\ should be the tirst
cnorce.
The Series LFll are to be used in wet
pipe residential sprinkler systems for
one- and two-family dwellings and mo-
bile homes per NFPA 13D; wet pipe
residential sprinkler systems for resi-
dential occupancies up to and includ-
ing four stoiies in height per NFPA
13R; or, wet pipe sprinkler systems lor
the residential portions ol any occu-
pancy per N FPA 1 3.
The Series LFll (TY2234) has a 4-g
(70,6) K-factor that provides the re-
quired residential flow rates at reduced
pressures, enabling smaller pipe sizes
and water supply requirements-
recessed version of the Series
(1Y2234\ is intended for use in
areas with finished ceilings. lt employs
a two-piece Style 20 Recessed Es-
cutcheon. The Recessed Escutcheon
provides l/4 inch (6,4 mm) ol recessed
adjustment or up to 1/2 inch ( 1 2,7 mm)
of total adjusfinent lrom the tlush ceii-
ing posilion. The adjusbnent provided
by the Recessed Escutcheon reduces
the accuracy to which the pipe nipples
to the sprinklers must be cut.
The Series LFll ffY2234) has been
designed with heat sensitivity and
water distribution characteristics
proven to help in the control of residen-
tial fires and to imDrove the chance lor
occupants to escape or be evacuated.
WARNINGS
The Series LFll fTY2234) Residentkl
Pendent Sprinklers described herein
must be nstalled and maintained rn
compliance wilh this document, as
well as with the apolicable standards
of the National Fire Protection Asso-
ciation, ln addition to lhe standards of
any other authorities having jurisdic-
tion. Failure to do so may impair the
integrity ol these devices.
The owner ls responsible for maintain-
ing their fire protection system and de-
vices in proper operaling condition-
The installing contractor or sprinkler
manulacturer should be contacted
relative to any questions.
Sprinkler/ModeI
Identification
Number
SIN TY2234
Technical
Data
Approvals:
UL and C-UL Usted.
Maximum YVorking Pressure:
17s psi (12,1 bar)
Discharge Coetlicient:
K = 4.9 GPlr//psi1t2 (70,6 LPMilcarl/2)
Temperature Rating:
1 55"F/68"C or'17 5"F n 9" C
Finishes:
White Polyester Coated,
Chrome Plated, or Nafural Brass
Physical Characteristics:Frame BrassButton . Bronze
Seaiing Assembiy. . . .
Beryllium Nic*el w/Ieflonf
Bulb .. .3 mm dia. Glass
Cornpression Screw . Bronze
Deflector
Ejection Spring
. Bronze
Stainiess Steel
f DuPont Registered Trademark
Operation
The giass Bulb contains a fluid that
exoands when exDosed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
giass Buib ailowing the sprinkier to
activate and tlow water.
I
Pase { of4 auGUsT,2OO2 TFP4OO
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Design
Criteria
The Series LFll (TY234) Residential
Pendent Sprinkjers are UL and C-UL
Listed for installation in accordance
with the following criteria.
NOTE
lUhen condittons exist that are outside
the scope of lhe provided criteria" refer
ta the Residential Sprinkler Design
Guide TFP490 for the mamrfacturels
recommenfutiorrs thd maY be accePt-
able to the Jacal Aulhorily having Jun's'
diction.
System Type. Only wet PiPe systems
may be urilized.
Hydraulic Design. The mintmum re-
ouired sprinrler tlow rate lor systems
desiqned to NFPA l3D or NFPA 13R
are liven in Ta.ble A as a funciion of
temperat re rating and the maximum
allowable co/erage areas. The sprin-
kler flow rate is the minimum required
discharge from each of the total
nunb€r of 'design sprinklers' as specF
fied in NFPA 13D or |IFPA 13R.
For systems designed to NFPA 13, the
number of design sprinklers is to be
the the four most hydraulically de-
manding sprinklers. The minimum re-
quired discharge from eacfi of the four
dprinklers is to be he greater of tte
following:
r The flow rates given in Table A tor
NFPA 13D and 13R as a function of
temperature rating and the maxi-
mum ailowable coverage area
' A minimum dischatge of 0.1 gprn/sq-
ft. over the "design area' comprisecl
of the four most hydraulically de-
manding sprinklers !or- the actual
coverage areas being Protected bY
the tour sprinklers.
OHnrction To YVater Distributio4.
Locations of sprinlders are to be in
accordance with fie obsbuction rules
of NFPA 13 for residential sprinklers-
Operetional SensitiYity. The sprin-
klers are to be installed with a deflector
to ceiling distance ol 1 -3/8 to 4 inches
or in the recessed position using only
trre Style 20 Recessed Escutcheon as
shown in Figure 2.
NOTE
So as to help avoid obsttuclions to
Lvater distn'bution, a maximum 12 inch
& fl &'to r- to-ce 17 i n g dista nce is pe rm i t -
tedlorNFPA 13D and NFPA 138 aP-
plicafions wherc the sp nkle6 ere lo-
ated in closeE.
Sprinkler Spacing- The minimum
spacing between spnnklers is I feet
(2,4 m). The maximum sPacing be-
tween sDrinkiers catrnot erceed ihe
lengfi ofthe coverage area (Rel. Table
A) being trydraulically calculated (e.9.,
maximurn 12 fut lor a 12lL x 12 tt.
coverage area, or 20 feet lor a 2o tL x
20 ft. coverage area).
TFP.IOO
Installation
The Series lFll W234) must be in-
stalled in accordance with the follow-
ino instructions:- NOTES
Do not mstall any bulb lype sprinkler if
.. the bulb is cracked or there is a loss of
liouid from the bulb. Wilh the sprinkler
hbtd hoizontaly, a small air bubble
should be presenl. fhe diameter of lhe
air bubble is approximately 1/16 inch
(/,6 mm)-
A leak tight 1/2 inch NPTsp nkler/bint
should be obtained wrth a turgue of 7
to 14 ft./bs. (9,5 to 19,0 NmI A maxt'
mum of 2f tt lbs. (28,5 Nn) of torwe
is to be used to install sPninklee-
Hioher levels of lorque may distott the
sirintder intet ,vith conseqaent leak-
ige or impairment of the sPinkler-
Do not atlempt to comrensale lor in'
suffQienl adiustm en t in an Escticheo n
Plate by under- or over'tiqhtening the
Sprinkter. Reaqustthe positlon of the
sprinkler fifring to sut-
The Serics LFlt Plndert, Sprinklers
must be installed in accordance with
the iolbwing instructi ons.
Step 1. Pendent sprinklers ate to be
installed in the pendent.position with
the dellector parallel to the ceiling.
St€D 2 With piPe thread s€alant aP-
piieb to tre pife threads, hand tighlen
the sprinlder into he sprinkler fiting-
Step 3. Tighten the sprinkier into the
\
Maximum
Coverage
lyg6 (tl
FI. x FL
(rn x m)
Maximum
Spacing
FL
(m)
Minimum g1sv, (b) 2nd
Residual Pressure
For Horizontal Ceiling
(Mar 2 lnch Hise
lor 12 Inch Run)
Minimum Flow (bi and
Residual Pressure
For Sloped Ceiling
(Mar 8 Inch Rise
lor 12 Inch Bun)
155'F/68"C or 17s'F s"C 155"F/58"C 175"Fn9"C
12x 12
(3,7 x 3,V
12 13 GPM (49,2 LPM)
7.0 psi (0,48 bar)
13 GPM (4e,2 LPM)
7.0 psi (0,.18 bar)
1e GPM (68,1 LPM)
13.5 psi (0,93 bar)
14x14
(4,3 x 4,3)(4,3)
13 GPM {49,2 LPM) '
7.0 psi (0,48 ba4
13 GPM (49,2 tPM)
7.0 psi (0,44 bar)
18 GPM (68,1 LPM)
'13.5 psi (0,93 bao
16 x 16
(4,9 x 4,9)
16
(4,s)
13 GPM (49,2 LPM)
7.0 psi (0,48 bar)
13 GPM (4s,2 LPM)
7.0 psi (0,44 bar)
18 GPM (68,1 LPM)
'13.5 psi (0,93 bar)
'18 x 18
(5,5 x s,5)
18
{s,s)
17 GPM (e,3 LPM)
12.0 psi (0,83 bar)
17 GPM (64,3 LPM)
12.0 psi (0,83 bat
23 GPM {87,1 LPM)
22.0 psi (1,52 bar)
20 x2O
(6,1 x 6,1)
20
(6,1)
20 GPM O5,7 LPM)
16.7 psi (1,15 bar)
21 GPM (79,5 LPM)
18.4 psi (l,27 bar)
MA
(a) For coverage area dimensions less than or between those indicated, ii is necessary to use the minimum required ilow for the next
' ' highest coverage area for which lrydraulic design criterja are stated.
(b) Flequirement is based on minimum flow in GPM (LPM) from each sprinkier. The associated residual pressures are calcuiated
' ' using the nominal Kjactor. Refer to Hydraulic Design Crileria Section lor details'
TABLEA
]YFPA 13D AND NFPA 138 HYDBAULIC DESTGN CEITERIA FOR THE SEBIES LFII TY2234)
EESIDENNAL PENDENT AND RECESSED PENDENT SPRINKLEFS
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sprinkler litting using only the W-Type
6 Sprinkler Wrench (Ref. Figure 3).
Wiih reference to Figure 1, the W-Type
6 Sprinkler Wrench is to be applied to
the wrench flats,
The Series LFll Recessed Pendent
Sprinklers must be instailed in ac-
cordance with the tollowing instruc-
tions.
Step A. Recessed pendent sprinklers
are to be instaiied in the pendent posi-
tion with the deilector parallel to the
ceiling.
Step B. After installing the Styie 20
Mounting Plate over the sprinkler
Page 3 ot 4
FIGURE 3
W-TYPE 6
SPRINKLEB WflENCH
threads and with pipe thread sealant
applied to the pipe threads, hand
tighten the sprinkier into the sprinkler
iitting.
Step C- Tighten the sprinkier into the
sprinkler fitting using only the W-Type
7 Recessed Sprinkier Wrench (Re{.
Figure 4). With reference to Figure 1,
the W-Type 7 Recessed Sprinkler
Wrench is to be applied to the sprinkler
wrench ilats.
Step D. Alter the ceiling has been in-
stailed or tbe finish coat has been ap-
plied, slide on the Style 20 Closure
over the Series LFll Sprinkler and
push the Closure over the Mounting
Plate until its flange comes in contact
with the ceiling.
Componenis:
1 - Frame
2 - Button
3 - Sealing Assembly
4 - Bulb
5 - Compression
Screw
6 - Detledor *
7 - Ejeciion Spring
- Temoeralure
raling is
indicated on
Deflector.
7/16'(11,1 mm)
NOMINAL 112'
NPT
ESCUTCHEON
FLATE SEATING r 2-718" DlA.
(73,0 mm)
l
It.
SUFII-AUE
_ /_..........._tiI , 2-1/4"
I oir'"r
(41;3 mm)
CROSSSECTION PENDENT RECESSED PENDENT
FIGUBE 1
SERIES LF]I (TY2234) BESIDENTIAL
PEI{DENT AND BECESSED PENDENT SPEINKLEBS
7116+.1/8'
(11,113,2 mm)
FACE OF
SPFINKLEF
FITTING
2-7/8'DtA.
(73,0 mm)
2-1/4" DtA-
(57,2 mm)
CLOSURE
STYLE 20 BECESSED ESCUTCHEON
FOR USE W|TH TI{E SEETES Lfl (TY2234)
NESIDEiITIA L P ENDENT SPEINKLEB
WRENCH
RECESS
@lr-l )\ n// )11)// .//t lL--'A/ | )-Y4-'
PUSH WRENCH
IN TO ENSUFE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
4
W-TYPE 7 BECESSED
SPBINKLEE WRENCH
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Care and
Maintenance
The Series LFll (IY2234) must be
maintained and serviced in accord-
ance with the lollowing instrucbons:
NOTES
Absence of m Escutcheon Plate maY
delay the sprinkler operation in a fire
situation.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection sYstem
which it controls. Detmission to shut
down the affected fire proteclion sys-
tem must be obtained from the proper
aulhorities and all personnel who may
be aflected by this action must be no-
Iified.
Sprinklers which are lound to be leak-
ing or exhibiting visible signs oi corro-
sion must be repiaced.
Automatic sprinklers must never be
shiDped or stored where the lempera-
ture wiil exceed.lo0'F/38"C and they
must never be painted, plated, coated,
or otherwise altered after leaving the
lactory. Modified sprinklers must be re-
olaced. Sorinklers that have been ex-
posed to corrosive products of com-
bustion, but have not operated, should
be replaced il they cannot be com-
pletely cieaned by wiping the sprinkier
with a cloth or by brushing it with a sofi
bristle brush. ...
Care must be exercised to avoid dam-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
'aged by dropping, strtking, wrench
twisyslippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liouid from its bulb. {Ref. lnstallation
Section).
The owner is responsible lor the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the apPlicable
standards of the National Fire Protec-
tion Association (e.9., NFPA 25), in
addition to {he standards of any other
authorities having jurisdiction. The in-
stalling contraclor or sprinkler manu-
facturer should be contacted reiative to
any questions.
. NOTE
The owner must assure thal the sprin-
klers are not used for hmging of anY
objects and thal the sprinklers are only
cleaned by means of gentlY dusting
with a feether dustec othetwise, non-
opeation in lhe event of a frre or inad-
vertent operalion may resu/t-
It is recommended that automatic
s o rrn kler systems be insPected,
tested. and maintained by a qualified
Inspection Service.
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (1 0) Years
aoainst defects ln material and worK-
m-anship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from daie of ship-
ment by Tyco Fire Products. No war-
ranty is given for Proclucts or
components manufactured by compa-
nies not affiliated by ownership with
Tvco Fire Products or for products and
components which have been subiect
to misuse, improper jnstallation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards oi
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
riais found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products'sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any Person to
assurne ior ii, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible tor sprinkler
system design errors or inaccurate or
incomplete jnformation supplied by
Buyer or Buyer's rePresenlatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON.
TRACT TORT. STRICT UABILITYOR
UNDER ANY OTHER LEGAL THE.
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE.
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUTTHE POSSIBILIW OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS'LI.
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOBEGOING WAERANTY IS
MADE IN LIEU OF ANY AND ALL
.ONER WAR AA NTIES EXPRE$
IM P LI ED. IN CL UD I N G WA R BA NTIES
OF MERCHANTABILITY AND FIT.
NESS FOR A PART|CULAB PUR.
POSE.
TFP4OO
0rdering
Procedure
When placing an order, indicate the full
product name. Conlact your iocal dis-
tributor for availabiliiy..
Sprinkler AssemblY:
Series LFil .t/2234), K=4.9, Residen-
tial Pendent Sprinkler wiih (speciiy)
temperature rating and (specify) finish,
P/N (specify).
155"F/68"C or
Chrome Plated ......... P/N 51-201.9155
155"F/68"C
White Polyester . . . . . . . . . P/N 51-201-+155
1s5'F/68"C
Naturai Brass.. .. . -. . .. . P/N 51-m1-l-155
Chro,ne Ptated -. . .. ... . P/N 51-201-S175
175"F/79"C
White Polyester . . . . . . . . . P,N 51-201-+175
'175"Fi79"C
Natural Brass. P/N 51-201-1-175
Recessed Escutcheon:
Specily: Style 20 Recessed Escutch-
eon with (specify) Jinish, P/N (specify).
l/1 (15 mm)
Style 20
Chrome Plated .. . ..... . P/N 56-705-9-010
1,/2' (15 mm)
Style 20
White Color
coated.... P/N 55-7094-010
1/2' (15 mm)
Style 20
Bnoht Brasscoireo... .. tP/N 56-705-2'010
Sprinkler Wrench:
Siecify: W-Type 6 SPrinkler Wrench,
P/N 56-000-6-387. .:
Specify: W-Type 7 SPrinkler Wrench,
P/N 56-850-4-001 .
I TYco FIRE PRODUCTS, ,r51 North cannon Avenue, L€nsdale, Pennsylvania '19446
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tqca I
f fire & Buitding
I Products
Direct Sales (Central): Tel: (800) 523-6512 / Fax: (21 5) 362-53S5
Distribution Sales (Gem/Star); Tel: (800) 558-5236 / Fax: (800) 877-1295
Technical Services: Tel: (800) 381-9312 / Fax (800) 791 -5500
Series LFII Besidential
Horizontal Sidewall Sprinklers
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4.2 K-factor
General
Description
The Series LFll (TYJ334) Residentiai
Horizontal Sidewail Sprinklers are
decorative, iast response, frangible
bulb sprinklers designed for use in
res ide n tial occupancies such as
homes, apartments, dormitories, and
hotels- When aesthetics and ootimized
flow characteristics are the major con-
sideration, the Series LFII afY]334)
should be the first choice.
The Series LFll are to be used in wet
pipe residentiai sprinkler systems for
one- and two-family dwellings and mo-
bile homes per NFPA 13D; wet pipe
residential sprinkler systems lor resi-
dential ocqupancies up to and includ-jng four stories in height per NFPA
1 3R; or, wer pipe sprinkler systems for
the residential portions of any occu-
pancy per NFPA 13. :
The Series LFll (ry1334) has a 4.2
(60,5) K-factor that provides the re-
quired residential flow rates at reduced
pressures, enabling smaller pipe sizes
and water supply requirements.
The recessed version ol the Series
LFll [ry1$4) is intended for use in
areas wiih finished walls. lt emolovs a
two-piece Style 20 Recessed e3cdtcn-
eon. The Recessed Escutcheon pro-
vides 1/4 inch (6,4 mm) ol recessed
adjustment or up to 1/2 inch (12,7 mm)
of tolal adjustment from the flush
mounting surtace position. The adjust-
ment provided by the Recessed Es-
cutcheon reduces the accuracv to
which the pipe nipples ro rhe sprinlilers
must be cut.
The Series LFll (TY1334) has been
designed with heat sensitivity and
water distribution characteristics
proven to heip in the control of residen-
'iai fires and to improve the chance for
Jccupants to escaDe or be evacuated.
WARNINGS
The Seies LFll [Tn fi4 Residential
Horizontal Sidewall Sprinklers de-
scribed herein must be installed and
mainlained in compliance with this
document, as well as with the applica-
ble standards of the National Fire Pro-
tection Association, in addition to the
standards of any other authorilies hav-
ng jurbdiction. Farfure to do so may
impair the integrity of these devices.
The owner is responsible for maintain-
ing their flre prolection system and de-
vices in proper operating condition.
The installing contractor or spinkler
manufacturer should be contacted
relative to anv ouestions.
SprinklerModel
Identification
Number ,
stN TY1334
Technical
Data
Approvals:
UL and C-UL Listed.
Maximum Working Pressure:
175 psi ( 12,1 bar)
Discharge Coeflicient:
K = 4.2 GPM/psi1/2 (60,5 LPMl6arl/2)
Temperature Rating:
1 55"F/68"C or 17 5" F /79" C
Finishes:
White Polyester Coated,
Chrome Plated, or Natural Brass
Physical Characteristics:Frame ...... BrassButton . Bronze
Seafing Assembly. . . .
Beryllium Nickei Mleflont
Buib 3 mm dia. Glass
Compression Screw . BronzeDeilector -- . Copper
f Dupont Registered Trademark
Operation
The glass Bulb contalns a fluid that
exDands when exoosed to heat. When
the rated temperature is reached; the
fluid expands sufficiently to shatter lhe
glass Bulb allowing the sprinkler to
activate and llow water.
t Page i of6 JULY,2OO2 TFP4'O
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Design
Griteria
The Series LFII fTy1334) Residential
Horizontai Sidetsll Sprinklers are UL
and C-UL Listed for installation in ac-
cordance with the tollowing criteria.
NOTE
When conditions exist that are outside
the scope of the provided critena, refer
to the fresidential Spnnkler Design
Guide TFP49O for the manafacturer"s
recommendadons that may be accepa
able to lhe local AuthoriU Having Ju-
risdiction.
System Type. Only wet pipe systems
may be utilized-
l|1tdraulic D,esign- Th€ minimum re-
quired sprinkligr flo$t rale tor systems
designed to NFPA 13D or NFPA 13R
are given in Table A and B as a func-
tion ol temperature rating and the
maximurn allowable coverage areas-
The sorinkier flow rate is the minlmum
required discharge ftorn each of the
total number of "design sprinklers" as
specified in NFPA 1 3D or NFPA 13R.
For systems designed to NFPA 13, the
number o{ design sprinklers is to be
the the four most frydraulically de-
manding sprinklers. The minimum re-
quired discharge lrom each of the four
sprinklers is to be the greater of the
followihg:
. The llow rates given in Tabie A and
B for NFPA 13D and l3Rasafunc-
tion of temperahrre rating and tfie
maximum allowable coverage area.
' A minimum discharge of 0.1 gpm/sq.
fL over the "design ared comprised
. of the four m6t hydrautically @-
manding sprinlders ior th€ actuai
coverage areas being protected by
the tour sprinklers.
Obstruction To Wdcr Distribution.
Locations of sDriniders are to be in
accordance with lhe obstruction rules
of NFPA 13 lor residential sprinklers.
Operational Sensitivity. The sprin-
kiers are to be installed wiih an end-ot-
deflector-boss to wall distance of 1-
3/8 to 6 inches or in the recessed po-
sition usiflg only the Styie 20 Be-
cessed Escutcheon as shown in
Figure 2.
ln addition the top-of-deflector-to€eiF
ing distance is to be within the range
(Rei- &bie A ot B) being hydrauiically
calcu lated.
Sprinkler Spacing. The minimum
spacing between sprinkiers is 8 feet
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
width oi the cwerage area (Ret- Table
A) be.ing hydraulicalty calculated (e-g-,
maximum 12 teet lot a 12 tL x 12 tt.
c$ver:rge are€, or 16 {eet lor a 16 ft. x
20 ft. coverage area).
TFP4'O
Maximum
Coverage
Area {4,
Width r Length (l}
Ft. x Ft.
(mxm)
Maximum
Spacing
FI
(m)
Mlnlmum Flow (c) and Restdual Pressure
Top€t-Def, ecaor- To Ceiling:
4lo 6Inches (1o0 to 150 mm)
Toeof-Dellector- Te Ceiling:
6 to 12 lnches (100 to 150 mm)
1s5'F/68"C 175"Ft79"C 155'F/58"C 175"Fft9"C
12x12
(3,7 x 3,7)
12
(3,7)
12 GPM (45,4 LPM)
8.2 psi (0,57 bar)
12 GPM (4s,4 LPM)
8.2 psi (0,57 bao
13 GPM (4s,2 LPM)
9.6 psi (0,66 bar)
1s GPM (4e,2 LPM)
9.6 psi (0,66 bad
14x14
(4,3 x 4,3)(4,3)
14 GPM (s3,0 LPM)
11.1 psi (0,22 bar)
16 GPM (60,6 LPM)
14.5 psi (1,00 bar)
17 GPM (il,3 LPM)
'16.4 psi (1 ,13 ba4
18 GPM (68,1 LPM)
'18.4 psi (1,27 bar)
16x16
(4,9 x 4,9)
to
(4,e)
16 GPM (60,6 LPM)
14.5 psi (1,0o bar)
16 GPM (60,6 LPM)
'14.5 psi (1,0O bar)
18 GPM 168,1 LPM)
18.4 psi (1,27 bar)
18 GPM (68,1 LPM)
18.4 psi (1,27 bad
= r.l8ill.,
t0 ,
/-r'. q)
19 GPM (71,9 LPM)
20.5 psi (-1,41 bar)
19 GPM (71p LPM)
20.5 psi {1,41 bar)
21 GPM 629,5 LPM)
25.0 psi (1,72 bar)
2r GPM (79,5 LPM)
25.0 psi (1,72 bao
16x20
(4,9 x 6,1 )
16
(4,e)
23 GPM (S/;1 LPM)
30-0 psi (2,07 bar)
23 GPM (87,1 LPM)
3o.0 psi (2,07 bar)
26 GPM (98,4 LPM)
38.3 psi (2,il bar)
26 GPM {98,4 rPM)
38.3 psi (2,64 bar)
"1a1 For coverage area dimeflsions less than or between those indicated, it is necessary to use the minimum required flow for the next
highe$ coverage area tor whi':h hydraulic design a'iteria are stated.
(b) Width (bachrvall where sprinlder is located) x Lengfi (horizonlal throw ol sprinkler).
(c) Requirernent is based on minimum fiow in GPM (LPM) trom each sprinkler. The associated residual pressures are calcuiated using
the nominal K-facior. Fleler to Hydraulb Design Criteria .Section for details.
(d) Sidewall sprinklers, where installed under a ceiiing with a siope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch
rise for 12 inch run, must be located per one of the fulowing:
. Locate the sprinkleG at the high point of ihe slope and positioned 1o discharge down the slope.
. Locate the sprinkiers along the slope and posfioned to discharge across the slope-
TABLE A
. NaPA 13D AND NFPA BR HYDRAUUC DESIGN CFTEETI
FOR THE SERIES LFll (TY1334)'. BESDSNnAL HoBIzoNTAL STDEVALL AND REaESSED HoRIzoNTAL SIDEWALL SPBTNKLEES
FOR HOEIZONTAL CEILING (Maximum 2lnch Bise lor 12 lnch Run)
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TFP47O
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Page 3 of 6
Maximum
Coverage
Area {r,
width x Length {b}
Ft- x Ft.
(mxm)
Maximum
Spacing
Ft
(m)
Minimum fl61v (c) 3n6l Residual Ptessure
Two sprinkier design with the sprinkiers at lhe high point of the slope
and posiiioned to discharge down the slope.
_
TopOt-Dellector- Tc Ceiling:
4 to 6 Inches {100 to 150 mm)
Top-Of-Def lector- Te Ceilin g:
6 to 12 Inches (100 to 150 mm)
155"F/68"C 17s'FI79"C 155"F/68"C 17s"Fn9'C
12x12
(3,7 x 3,7)
12 12 GPM (45,4 LFM)
8.2 psi (0,s7 bar)
12 GPM (45,4 LPM)
8.2 psi 10,57 bar)
13 GPM (49,2 LPM)
9.6 psi (0,66 bar)
13 GPM (49,2 LPM)
9.6 psi (0,66 bar)
=;3lii,14
(4,3)
14 GPM (s3,0 LPM)
I I .1 psi (0,22 bar)
14 GPM (53,0 LPM)
11.1 psi (0,f2 bar)
17 GPM (64.3 LPM)
16.4 psi (1,13 bar)
17 GPM (64.3 LPM)
16.4 psi (1 ,13 bar)
16 x 16
(4,9 x 4,9)
to
(4,s)
'16 GPM (60,6 LPM)
14-5 psi (1,00 bar)
16 GPM (60,6 LPM)
14.5 psi ( 1,0O bar)
18 GPM (68,1 LPM)
18.4 psi (1;27 bar)
18 GPM (68,1 LPM)
18.4 psi (1,27 bar)
16 x 18
(4,9 x 5,5)
lo
(4,e)
19 GPM (71,9 LPM)
20.5 psi (1,41 bar)
19 GPM (71,9 LPM)
20.5 psi (1,41 bao
21 GPM (79,5 LPM)
25.0 psi (1 ,72 ba0
21 GPM (79,s LPM)
25.0 psi (1,72 ba4
16x20
(4,9 x 6,1)
to
(4,e)
24 GPM (s0,8 LPM)
32.7 psi (2,25 batj
24 GPM (e0,8 LPM)
32.7 psi (2,25 bat)
26 GPM (98,4 LPM)
38.3 psi (2,64 bar)
26 GPM (98,4 LPM)
38.3 psi (2,64 bar)
Maximum
Coverage
4rg2 (a)
Width x Length (u)
Ft. x Ft.
(mxm)
Maximum
Spacing
Ft.
(m)
Minimum Flow (.) and Flesidual Pressure
Three sprinkler design when there are more than two sprinlders in a comPartment and
with the sprinklers locaied along the slope and positioned to discharge actoss the slope.
Top4l-Dellector- To- Ceilin g:
4 to 6 lnches (100 to -150 mm)
155'F/68"C 17s"Fn9"C
12x12
(3,7 x 3,7)
12
(3,7)
16 GPM (60,6 LP[/)
14.5 psi (1 ,00 ba4
16 GPM (60,6 LPM)
'14.5 psi (1,00 bar)
14x14
(4,3 x 4,3)(4,3)
16 GPM (60.6 LPM)
14.5 psi (1,00 bar)
16 GPM (60,6 LPM)
14.5 psi (1,00 bao
16 x 16
(4,9 x 4,9)
to
(4,e)
16 GPM (60,6 LP|V)
14.5 psi (1,00 bar)
16 GPM (60,6 LPM)
14.5 psi (1,00 ba,
16x18
(4,s x 5,5)
to
(4,e)
N/A Irl/A
16x20
(4,9 x 6,1)
16
(4,s)
wA N/A
(a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow forthe next
highest coverage area for which hydrauiic design criteria are stated.
(b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler).
(c) Requirement is based on minimum flow in GPM (LPMJ lrom each sprinkler. The associated residuai pressures ate calculaied using
the nominal K-fastor. Reler to Hvdraulic Desion Criteria Section lor details..
TABLE B
NFPA fao AND NFFA 13N HYDEAUUC DESTGN CRITERIA
FOE THE SEBIES LFlt (TY1334)
SESIDENNAL HOAIZONTAL SIDEW.AU AND NECESSED HOEIZONTAL SIDEWALL SPRINKLERS
FOE SLOPED CEILING (2 Inch Rise for 12 lnch Run to I lnch Eise for 12 Inch Run)
I Page 4 ofG TFP4'O
WRENCH RECESS
(END 'A'USED
rcR TY1334)
FIGUEE 3
W-ryPE 6 SPRINKLEE WBENCH
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eu, |,PU,,E' 'L-.
1 - Fiame
2 - Button Assembiy
3 - Sealing Assembiy'4 - Bulb
5 - Compression Screw
6 - beflector*
- Temperalure rating
is indicated on iop
oi Dellector.
I
TOP-OF.
DEFLECTOF
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2-7t8'OtN
(73,0 mm)
(11 ,1 mm)STYLE 20
FECESSED
END-OF.
DEFLECTOF
BOSS RECESSED
FIGUEE 1
SERTES LFtr (Tvt334) BESTDENTIAL
HOBIZONTAL SIDEWALL AND EECESSED HORIZONTAL SIDEWALL SPEINKLEES
7/16'(11,1 mmi_ NOMINAL
MAKE.IN
CENTEiLINE
OF WATEFWAY
ESCUTCHEON
7116!1/8"
(11,1r3,2 mm)
FACE OF
SPFIINKLER
FI|NNG
TOP.OF.
DEFLECTOF
t\l\2-7/P" DtA.
tr3,0 mm)
(57,2
.l'1 I
DIA.
mm)
(11,1 mm)
MOUN-IING
PLATE
END-OF-
DEFLECTOB
BOSS
1-1l8' (28,6 mm)
FTGURE2
STYLE 20 BECESSED ESCUTCHEON
FOR USE WITH TITE SEETES LFn FY1334)
aESID E]VTIA L HORIZONTAL SID EWALL SP BIIIKLEE
'l/8'
(3,2 mm)
WRENCH
RECESS\-_'k=r/)l
Fltll I ll.,V-Vw=-=f
<----tv-.<
PUSH VVFIENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 4
W-TYPE 7 EECESSED
SPBINKLER WBENCH
t TFP41O
Installation
The Series LFll fiY1334) must be in-
stalled in accordance with the follow-
ino instructions:- MTES
Do not install any bulb type sprinkler if
the bulb is cracked or there is a loss of
liquid from lhe bulb. With the sprinkler
held horizontaly, a small air bubble
should be present. The diameter of lhe
air bubble E appraximatety //16 inch
(1,6 nm)
A leak tight 1/2 nch NPTsprnkler joinl
should be obtained wilh a torque of 7
to /4 ft.lbs. (9,5 to 19,0 Nm). A maxi-
num of 21 ft.lbs. (28,5 Nm) ol lorque
is to be used to install sprinklers.
Higher /evels of torque may distott the
sprinkler inle! t$ith conseguent leak-
age ot impairment of the spflnkler.
Do no! allempt to compensale for in-
sulftcient adjustment in an Escutcheon
Plate by under- of over-ltghtening the
Sprinkler. Readlust the position of the
sprinkler filting to suit.
The Series LFll Horizontal Sidewall
Sprinklers must be instailed in ac-
cordance with the following instruc-
tlons.
Step 1. Horizontal sidewall sprinklers
ara to be installed in the horizontal
position with their centerline of water-
way perpendicuJar to the back wall and
oarallel to the ceiling. The word'TOP'
bn the Deflector is to face towards the
coiling with the front edge of the De-
flector parallel to the ceiling.
Step 2- With pipe thread sealant ap-
Dll€d to the pipe threads, hand tighten
ths sprinkler into the sprinkler titting.
Step 3. Tjghten the sprinkler into the
sprinkler fitting using oniy the W-Type
6 Sprinkler Wrench (Ref. Figure 3).
Wlth reference to Figure 1, the W-Type
6 Sprinkler Wrench is to be applied to
the wrench flats.
Tho Series LFII Recessed Horizontal
Sldewall Sprinklers must be instailed
In accordance wiih the foilowing in-
StrucIlons.
Step A. Recessed horizontal sidewall
eprinklers are io be instailed . in the
horizontai position with th€ir cenlerline
ol waterway perpendicuiar to the back
well and parailel to the ceiling. The
word 'TOP on the Deflector is to face
iowards the ceiling.
Step B. After installing the Style 20
Mounting Plaie over the sprinkler
lhroacjs and with pipe lhread seaiant
6pplied to the pipe threads, hand
tighten fie sprinkler into the sprinkler
flttlng.
Step C. Tighten the sprinkler into the
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sorinkler liiting using oniy ihe W-Type
7 Recessed Sprinkler Wrench (Ref.
Figure 4). With reference to Figure 1,
the W-Type 7 Recessed Sprinkler
Wrench is to be aoplied to the sprinkler
wrench flats.
Step C. After, tne wall has been in-
stalled or lhe finish coat has been ap-
plied, slide on the Styie 20 Closure
over the Series LFll Sprinkler and
push the Closure over the Mountrng
Plate untii its flange comes in contact
with the wall.
Care and
Maintenance
The Series LFll (TY1334) must be
maintained and serviced in accord-
ance With the lollowing instructions:
NOTES
Absence of an Escutcheon Plate may
delay the spinkler operation in a fire
situatr'on.
Before closing a fire protection system
main control valve for mainlenance
work on the fire protection system
which It conlrols, permission Io shut
down lhe affected fire protection sys- .
tem must be obtained from the proper
authorities and all personnel who may
be affected by this aclion must be no-
tified.
Sorinkiers which are found to be leak-
ing or exhibiting visible signs ol corro-
sion must be reDlaced.
Automatic sorinklers must never be
shipped or stored where the tempera-
ture will exceed 100"F/38"C and they
must never be painted, plated, coated,
or otherwise altered alter leaving the
factorv. Modified sDrinklers must be re-placei. Sorinklers that have been ex-
oosed to corrosive Droducts of com-
bustion, but have not operated, should
be reolaced if they cannot be com-
pietely cieaned by wiping the sprinkler
with a cloth or by brushing it with a sott
bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twisvslippage, or the like, must be re-
placed. Also, replace any sprinklerthat
has a cracked bulb or that has lost
liquid irom its bulb. (Flef. Installation
Section).
Page 5 of 6
The owner is responsible for the in-
spection, testing, and maintenance ol
iheir fire proiection system and de:
vices in compliance wiih this docu-
ment, as well as with the applicable
standards of ihe National Fire Protec-
tion Association (e.9., NFPA 25), in
addiiion to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relaiive
to any questions.
NOTE
The owner must assure that the sprin-
klers are not used for hangng of any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwtbe, non-
operation in the event of a fire or inad-
vene opelation may result-
It is recommended that automatic
s p rin kler systems..be inspected,
tested, and maintained by a qualified
insoection Service.
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Page 6 of 5
Limited
Wananty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (lo) years trom date of ship-
ment by Tyco Fire Products. No war-
ranty js given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, cono-
sion, or which have not been instailed,
maintained, modified or repaired in ac-
cordance with aoolicable Standards of
the National Fire Prolection Assocra-
tion, and/or he standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either reoaired or
replaced. at Tyco Fire Products' soie
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume ior it, any other obligation in
connection with the sale of products or
parts ot products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incompiete information supplied by
Buyer or Buyer's representatVes.
IN NO EVENT SHALL TYCO F]RE
PRODUCTS BE LIABLE, IN CON.
TRACT, TOFIT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE.
ORY, FOR INCIDENTAL, INEIRECI
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PHODUCTS'LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE,
THE FOREGOING VYARBANTY IS
fuIADE IN LIEU OF ANY AND ALL
OTI.TER WAEBANTTES EVPEESS OB
NESS FOE A PARNCULAN PUR-
POSE.
TFP41O
Ordering
Procedure
Vr'hen piacing an order, indicate the f uil
product name. Contact your local dis-
tributor lor avaiiability..
Sprinkler Assembly:
Series LFll FYl334), K=4.2, Residen-
tial Horizontal Sidewail Sprinkler with
(specify) temperature rating and
(specify) finish, P/N (speci{y).
155"F/68'C or
Chrome Plateo.. . . . .... P/N 51-211"3-155
155'F/68"C
White Polyester . . . . . . . . P/N 51-211-4-155
15s.F/68"C
Natural Bfass. . ...... . . P/N 51-211-1-155
175'Fn9"C or
Chrome Plated......... P/N 51-211-9-175
175'F 9"C
White Polyester . , . . . . . . P,N 51-21i-4-175
175"F 9"C
Naturai Brass..... .. .. - P/N 51-211n-175
Recessed Escutcheon:
Specily: Style 20 Recessed Escutch-
eon with (specify) finish, P/N (specify).
'1l2' (15 mm)
Style 20
Chrome Plated. . . . . . . . . P/N 56-705-9-010l/2' (15 mm)
SVe 20
Vvllite Color
Coated . . .... .. ..... . . P/N 55-705-.4-010
1/2' (15 mm)
Style 20
B.ight Brass
Coated .... P/N 56-705-2-010
Sorinkler Wrench:
Sbecify: W-Type 6 Sprinkler Wrench,
P/N 56-000-6-387.
Specify: W-Type 7 Sprinkler Wrench,
P/N 56-850-4-001.
t TYCO FIFE PRODUC'IS,451 North Cannon Avenue, Lansdale, Pennsv.ivania 19446
9 7 (TUE)GEORG
P. UOJ
Slsndsrd
Wator Tub€
Slze Solosy 6rt
0eplh
Wro( & Cesi
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FITTING:ENDS
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:SF,IUEE: K;: LnND'tl:: NOMTNAL S{ZES (NCH
Saluralrd
r6 (dl
ls {d)
120 {o)
lcos, frEulldl0g Mslarl6ll snd Stfuctursr nsponr., BME Sg .nd gl,ts si.
'.: lr.
tl9a|'1 st 15 lb. prsrllrf. Et ?50.F. Whlla lolder! ctn bi urrd,
slsBm tl 120 lb, pressurr rt Jso.F.
I.b9v9.lnqy bD. u.rd.., .''
lhg.uts.ln.potsblc wsL6f !/rltms ol !ny rojoor hrvlng a l!!o
prgo g {,
REOUIFEMENTS
o!limtlc al rrelght of rolo€.
Illr_.1r-
7
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S=e E-;ge - 1,j2 : -:-': 5 :ncr pce,
Maa"e"-sl - C*bo; Sie-i. Mi- Cair"a=zei :o G-9C
specification-
F:.slciion - For gerera! pishg pu;poses- Xl:.:ried
s;:vei nui &sign pe:r:irs i:ange aijusi:: e?-i el.s:
instailaiiol- Sping ie.-:sicn on s*i''-el :rut nolcs ii
secrraly' ia j.latger aeiore i=:aiiaio;:. S"nv*vei -::t
g<>tiv:g:IrlrwEu.
,Ap-orouals - Unde:;ryiie:s' Labcieic:ies iisiec anc
Faciory l4utual Ergineedng a;-*rcved. Confo:-:::s
rc Feci*a! Soecffcaiio:T 1;'!-1^;-H- i l: =. :ype :0, an:
Manu.iacturers Srandarcr={o:: Sccieil' SP-69,
i'yoe i0.
Me,x*;;s.s:a Te::?pe:-a!:.!re - 55C"F
Enist? - Mii. Gai'-a;-ized a:d S:a:i!!ess Sieei.
Atdet' By - iigure ::'d:r-.)er arc pioe srze.
,-3?qox. I*EIGS P€ i3e
Pr9: *Ao s;ocri €q- - FrG' 3
si= s:7E 3- ; c -aa- tc.5 ]-tsS- F:G- 2 N=>i'
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Fffi.99
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Meelrsi - Ca::o:: Sieei
Max"ztezsrz !-<sa'tzzYe - 7'+3'?
F?ff*.r - Pialr, iiecio-G at:;zrized, a::i S€;:iess
Steel.
Graez- 89 - -g.-se i:u:'::iler, rod $a:reis, :cc
'ig!:S*1 and itis.-
$AE A:C. --3-4! !ls.
?C5 -OP '=Tn€ -:'ifi'
== e:.te= z=t=
si8 57C 34-
i!2 ir30 lCiS
5,r8 181C i5i0
3.4 27Lt 2123
7i8 377{.} 335C
- Alt_ 3?;ltg48 ESS C{.iE ?_G
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!6densi - C:=s:: Sieei
Msx!::*rr'l 1ex:l:eras:gre - 75$5
fust - Pla-;:r, ilecr,-c-Gal''a::izei., a.-:l S-.a-sriess
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i,a4lEC-:OiD i3s-
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18i$ 15iS
377C $6e
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lNacf,aoqa::D
:CACNI.3'{S);37-594
EAaA,.AES -SgDE BAletr &E jt CSrgF
Size Eanse - 3.r1" Rn. - ::ire rizac -' .'?" -i.--
S{gfe-iel' - Ca=c- S:ee1
F:::"-c:ion - *=cica! aec_ econo:.i:ica! b=ckei
used ic su?poi: ai=icg i:oB 'rirood ccncieia cr
sieei bea.r=s.
?ee*ozrss - U:::c::e iesiga aiicws roe ro :e e:siiy'
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iasie,-:er bchs Per N-i.P_A :\3: ':12'' :-::-.: 2"
=::e recuires 37'8" =s;eae: 2':/2- t-::4'' =:=ereqr::re-s i /2" iasianei. *
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pi:e a:rC sn:aile: in ,.voc: ccns=::cro:.r.
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F.4lBTF€*DNVE
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Kwik Bolt l1 ExPansion Andtor
Unique Wedge Design Satisfies Wicie Range of Fastening Applicaiions
I
rrr
lmpact Section
(Dos PoinI
Preven$ thread danage
duing installatnn
Advantages
. lmpact section {Dog Point) prevents thread damage
dudng lnstallation
. lndependent 3-piece wedge with dlmples orevents
anchor irom splnning 0uring installation
. Length identificatlon cooe faciliutes quality controL
and insoecticn after installation
. Anchor size is same as drill bit sze tor easy
irstallaiion
. Comprehensive performance tesiing demonstratlng
high and conslstent performance in ccncrere light-
w€ight concrete and grout iilied block base materials
. Mechanical expansion allowsimmediate load
application
. Can be insiailed in bottonless hole, which allows the
anchor to be dnven flush with ths surface aiter use,
ellminaiing the need t0 cut bolt heads
. Car oe nsmled th'lug- t]: nnure, imoroving
p rodu ctivjtY
. Compreftensive product ofiering includes many head
sules. sizes, carboi steel and stainless steel
materia s for a variety 0f ap9licaions
Stamp on Anchor
Slamp on Anchor
Nd Washer Anchat BodY collar Wedge DinPIe
PrevenE spnnng
Expansion Cone
Prcvides cansistent
expansion af wedges
Anchor Program
. Standard Kwik Bolt Ll
. long Thread Kwik Bo t ll
. 304 and 316 Stainless Siee Kwik Bolt ll
(all component parts of same $ainless steel -rade)
. Countersuni( Post Nut
(Carbon anc 304 Stainlsss Steel)
. Eyelet Anchor
. Fod Couplrng Kwik Bo,i I
. Custom special oroers available in
various lengths and materials
. Hilu Tamcer Procf Nut (HTN)
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Prevents wed-oes frcn
shding ry anchu badY in the hole
im7roved wed|e
deggn ensures nore
consistent and
rcliable fastening
Produd Details
Kwik Boft l! anchor sizes nnge fron 1/" tc f in diameter and
are supplied with washers and nuts ot r1d couplings.
(,q
DD
BUt NOI
Including
Ancn0i
(inches)
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Kwik Bott Il Length ldentification System
ABCDEF
2 2:,12 3 3-112 4 4-112 5 5-1/2 6 6-12 7 7-112 I 8-1/2 I 9-1/2 10
20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36
()Q
35
MM!E
Bui Not
Incluciing1s
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II
--------
tl :,a
cd Hn
za zo
Stamp on Anchor II From I
Len$h or I uP ro I
Anchor. | ,
But Noi i
40
XXYYzi
Lisiings/Approvais
Meets the descriPtion in Federal
Specification
FF.S-325, Gmup ll, -,vpe 4, Clqss -
UL runderwriter Laboratortes)
LsteC StC. tilo 203, "PiPe Hangers'
(3/B'\o 3/4' diameters)
FM fFactory Mutual)
Ll$ed "Pipe Hangers"
(3/8" KBll with ?od CouDling)
lCB0 (lnternational Gonlerence
cf Building Officials)
oannri frln OQ?0!LYv:l:!:::::::--
C0LA (Ciiy of Los Angeles)
Research Beport No. 24946 .
Metro-Dade County APProval
98.0901 .13
fl wvvw.us.hitti.con
. fat oroduci imarnauon
. for setring instructions,
ciick cn Tech Center
o
ARTMENT OF COMMUNITY DEVELOPMENT
o
DEPTOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
910479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: MM-0247
VQ-9o11'-
Job Address: 680 LIONSHEAD PL VAIL Status . . . : ISSUED
[,ocation.....: ANTLERS AT VAIL UNIT 706 Applied . . : 09ll4l2ffi6
Parcel No...: 21010720ffi70 Issued. . : 0912812W6
lrgal Description: ,-?q-s6e - o\L1 Expires . .: 0312712007
Project No :
OWNER HWH VE}flTI'RE O9/L4/2006
C/O DAN HAVEKOST
1].21 GRATiTT ST
DENVER
co 80203-2301
APPLICANT WESTERN FIREPI,ACE SI'PPLY, TNO9/L4/2OO5 PhONE':' (7T9) 591-OO2O
1685 PAONIA
COLORADO SPRTNGS
coI_,oRADO 8091"5
License: 323 -M
CONTRACTOR WESTERN FIREPLACE SI'PPLY, IN09/L4/2006 Phone: (719) 591-0020
1685 PAONIA
COLORADO SPRINGS
coLoRADO 80915
License:323-M
Desciption: INSTAL GAS FIREPLACE WITH VENTING
Valuation: $3.170.79
Fireplace Information: Restricted:# ofcas Appliances: 0 # ofcas tigs: 0 # of wood Pellea 0
Mechanical-- >
Plan Check-- >
Investigation->
Will Ca[----- >
$80.00 Restuarant Plan Review- >
$20. o0 TOTAL FEES----------> $103.00 Additional Fees------ >
$0. 00
$3.00
$0.00
$103.00
$103.00
$0.00
Total Permit Fe€----- >
Paymenb---------- >
BALANCE DUE--------- >
t*****{.*********:i
ftem: 05100 BUIITDING DEPARTMENT
o9/L5/2oo6 cgunion Action: AP
Item: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
Cond: 22
(BL,DG. ) : COMBUSTION ArR IS REQUIRED PER CHAPTER 7 OF' THE 2003 IMC AND SECTION
304 OF THE 2OO3 IFGC AS MODIFIED BY TOWN OF VAII.,.
Cond: 23
(BL,,DG.): BOIIL,ER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2OO3 IMC.
Cond: 25
(BLDG.): GAS APPIJIATiICES SHAIL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG.): ACCESS TO MECIIAIIICAIJ EQUIPMENT MUST COMPLY WITH CIIAPTER 3 OF TIIE 2003
o
03 IFGC.
(BLDG.): BOILERS SHAIJIT BE MOTNTED
I,ISTM FOR MOI'MIING ON COMBUSTIBI,E
Cond: 32
IMC AND CHAPTER 3 OF THE 20
Cond: 31
ON FI,OORS OF NONCOMBUSTIBI,E CONST. T]NI,ESS
FI,OORING.
(BLDG.): PERMIT,PI-'ANS AIID CODE AI.IAITYSIS MUST BE
TO AN INSPECTION REQI'EST.
POSTED IN MECHANICAIT ROOM PRIOR
Cond: 30
(BI-,DG.): BOILER ROOMS SHAI-,L BE EQUIPPPED WITH A FLOOR DRAIN OR OTI{ER APPROVED
yff--l?I-.?-T-:::-lT'n'-91-*l?XI3--[*]5--t*1-:-T:-l-t'9]--19*lf*;i;******,,.*****+*{.,.r*r.*,.{.+*r*!i***'r**,.*!r*'r*****i{.r*i**r+
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479.2149 OR AT OUR OFFICE FROM 8:OO AM .4
CONTRACTOR FOR HIMSELF AND OWNET
*+t'l"l*'l't'l"t******************* + * + * + * {' * * ** **+*'}** * t*+*** *******************+**++*i*******+*t**
TOWNOFVAIL. COLORADO Statement
l.**tt'itt+*****+**t********************+*+***+*++*********++++++**************a**********+*+*
Amormt: S1o3.oo 09/2s/2oo6o4:18 PMInit: L,C
Notation: #1351/WESTERN
Statement Nunber: R050001569
Payment Metlrod: Check
FIREPI,ACE
Permit No:
Parcel Noi
Site Addreas :
Location:
Thi s Paltmene :
ACCOIJNT ITEM LIST:
Account code
MP 00100003111100
PF 00100003112300
v{c 00100003112s00
vto6 - 0247 Tlpe: MECIIANICAL PERI4IT
Balance: $0.00
+*t**********t*i*i+***+******t++++*{t++1++++t*++*t++*********+*{.i.{r*****l*1.+:1.{.{.+*******1.+++++t
2LOL- 072- 0607 - O
580 IJIONSHEJAD PIJ VAII'
ANTI,ERS AT VAIIJ I]NIT 706
$103.00
Description
ToEaI Fees 3
Total AlIr Erntss:
$103.00
$103.00
Current Pmta
MECHANICAIJ PERMIT FEES
PI,AI\I CHECK FEES
WIIJIJ CAII/ INSPECTION FBE
80,00
20.00
3 .00
NWNOFUATI'
75 S. Frontage Rd.
Vail, Colorado 81657
Contact
****r******1*1**********FOR OFFIC E
-6er!-eeii --- --
i DRB Fees:
F"ttit *iU not be accepted without the
Provide Mechanical Room Layout drawn to scale to
Mechanical Room Dimensions
Combustion Air Duct Size and Locatlon
Flue, Vent and Gas Line Size and Location
Heat Loss Calcs.
Equipment CuUSPec Sheets
CONTRACTOR IN FOIBIVIATION
c6rupure v Labor & Materials
Assessors Office at 970'328'8640 or visit
sEP 0I 2006
TO\ryN OF VAIL
for Parcel #
contact ano "yy':, qZTown of Vail Reg No.:Mechanical Contractor:
MECHANICAL:$ 21fu .
til2)F3"'lrou*+*>PLJob Name: Lr n-z-tte' * 7aC
Detailed descriPtion of work:
Work Class: New( ) Addition ( ) Alteration ()4 Repair ( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )
Boile, Lo."tion, Interior ( ) Exterior ( ) Other ( )
@l;uutti+amity1)commercia|()Restaurant()other()
No. of Accommodation Units in this building:
No. of Existing Dwelling Units in this building:
cas Loqs tr) wooqPg!!9ll-I_Wooq
sLogs()WoodiPe||et()WoodBurning(NoTALLoWED)
|sthisaconversionfromawoo@i|device?Yes()No
n
1n\
U
TOWN OF VAru'\',Vail\drta\cdcv\t'ORMS\PERM IT>t€( H PF:R\l. D( X'
\*'\
USE ONL
TOWN OF VAIL
75 S. FRONTAGEROAD
vArL, co 81657
970-479-2138
Job Address:
Iocation.....:
Parcel No...:
Lrgal Description:
Project No :
Plumbing-->
Plan Check-->
Investigation- >
WiU Call----- >
L
OWNER HWH VENTT'RE
C/O DAN HAVEKOST
1121 GRANT ST
DEN\IER
co 80203-230L
APPIJICA}TT IJOWDER}IIIJK PIJWBING & I{EATINOE/09/2006 PhONE: (970) 328-4405
PO BOX 230
WOI,COTT
co 81555
License: 320-P
coNTRAcToR IJovlDERMrrrK PrruMBrNG & HEjA,Trt{oB /09/2006 Phone: (970) 328-4405
PO BOX 230
WOIJCOTT
co 81655
License: 320-P
Desciption: ANTLERS 706-CHANGE 2 TLIBS TO SHOWERS. ADD VANITY OUTLET.
ADD GAS RANGE.
Valuation: $4.000.00
Fireplace Infonmtion: Restricted: 12 # of Gas Appliances: ??# of Gas Logs: 22 # of Wood Pallet: ??
:h*:l'.rt*.****']tr*.***a**'lt*:.'tt.*:**'*t:l&l'l'1..'l'l't+r*rtl.'t'l'l'l*l'i)t**,t'********t+'lt{, FEE SUMMARY
Itemr 05100 BUII-,DING DEPARTMEIII
o8/09/2006 JS Action: AP
CONDITION OF APPROVAL
zL2Cond
(BLD
Qrr*r""*r oF ..MMUNITY DE*PMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT
680 LIONSHEAD PL VAIL
ANTLERS AT VAIL I.JNIT 706
2r0r0720tr070
TRf 66 -6(1"1
08/oe/2oo6
$60. o0 R€stuannt Plan Review->
$15.00 TOTALFEES -
$0.00
$3.00
Permit
Status. .
Applied.
Issued .
Expires .
So.0o Total Calculated Fees-->
S?8 , oo Additional Fecs------ >
Total Permit Fee------ >
BAI-ANCE DUE---..-- >
#: P064087
36G -oo ?
. : ISSUED.: 08109nn6
. : 0812312006.: 0211912007
$?8.00
90,00
978.00
97S.00
$0. 00
PECTI TO CHECK FOR CODE COMPLI,A}ICE.
DECLARATIONS
that I have read this application, filled out in full the information required, completed an accurate plot
plan, any' state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
wittr af'Town ordinances and state laws, and to build this structure according to the towns zoning and zubdivision codes, design
revieuiapproved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OIJR OFFICE FROM 8:(n AM - 4
PM.
AppucATroNQLL Nor BE AccEprED rr rn"o"r.=?o*a6,rc)
Poa'oo8?
75 S. Frontage Rd.
Vail, Colorado 81657
Building
Plumbing Permit #:
970-479-2t49
7Q
)
CONTRACTOR INFORMATION
COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materaals)
Contact Person and PhoneT'u"l T'lt"-
PLUMBING: $
Conbct Asrcg,rc Offte at 97O-,for ParceI #
***************************************FOR OFFICE USE ONLY*************************************
1?/
rp4.tf 5Z-
YatTc- Z Vze D ,*oeezs 4n h.*ot a+Z-
WorkClass: New(X Addition( ) Alteration( ) Repair( ) Other( )
Typeof Bldg.: Singlefamif( ) Duplo<( ) MulU-famlly0l0. Commercial ( ) Restaunnt( ) Other( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
F:\cdev\FORMS\PERMITS\Building\plumbingJrermit_l I -23-2005.doc Page 1 of 1 1112312005
s
Nwfriffiy
HOW DIDWE RATE WTTH YOU?
Town of Vail Survey
Community D evelopment Department Russell Fonest Director,
(970) 47s.213s
Check allthat applies.
1. Which Departnent(s) did you contact?
Building _ Environmental_ Housing_ Admin
Planning DRB _ PEC
2. Was your initial contact wiih our staff immediate_ slow _or
no one avdable___]
3. lf you were required to wait how long was it before you were
helped?
4. Was your.project reviewed on a timely basis? Yes / No
lf no, why nofl
5. Was this your first lime to file a DRB app_ PEC app_
Bldg Permit_ t'UA
6. Please rate fie performance of he staffperson who assisted you:
54321Name:
(knowledge; responsiveness, availability)
7. 0verall efiectiveness oitre FrontService Counter. 5 4 3 2 1
8. What is the best time of day for you to use the Front Service
Counter?
9. Any comments you have which would allow us to beter serve you
next tme?
Thank you for taking the fime to complete ftis survey. We are
committed b improving our seMce.
ltnluo#06 In"p""$:ll F"duF?t neeo'ting p"g" zg
Requesqed lnspect pate: UgnCay, December 18, 2006- Insoeition Area: CG
Site AddrcsE: 680 LIONSHEAD PL VAIL
ANTLERS AT VAIL UN]T 706
A/P/D lnformation
Activitv: 806-0072
Const Tvo6:
Ow?ier: HWH VEI
ADolicant: SRE BUlL
Cohkactor: SRE BUll.
Description: ANLtEtsi
Sub Tvoe:
Use:
AMF
t-B
Status: ISSUED
Insp Area: CG
TION: SWITCHING THE
OR NEW STEEL FRAMING
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Reouestod !nsooction{sl
GUNION - JSUTHER
TRUCTION PLANS TO BE SUBMITTED PRIOR
Reouestod Time: 01:00 PM' Phone: 970-37&1536 (Steve)
Entered By: DGOLDEN K
Item:
Requeston
Coniments:
Assiqned To:- Action:
Comment:
Antlers 706
Insoection Historv
Item: 226Item: 30
. NOTIFICATION
Action: DN DENIED
WINGS REOUIRE A 2HR CHIMNEY SHAFT-THIS HAS NOT BEEN
I,VINGS REQUIRE THE EXISTING LFT SUPPORTTING BEAI4S TO BE
) 5/8 INCH GYP SEPAMTED BY CHANNEL.THIS HAS NOT BEEN
WITHIN THE 2HR SHAFT. (NO CODE
Action: CONDAPPROVED/CONDITIONS
FOR 2 HOUR ASSEMBLIES. SRE TO SUBMIT PROPOSED
crNcEcEETrA;F,u penillTs sfr iropErc-
) APPROVED/CONDITIONS
/JAMBS.WALLS. rr
Action: AP APPROVED
REPT131
Inspecton JRM Action: DN DENIED
CANCELLED A,F,M PERMITS STILL OPEN
Idr 5L4
12n1uo#06 In"p""$:flF"d'Fqt SPotting p"g" to
Requested Inspec{ Date:' Inspectlon Ar€a:
Site Address:
A/P/D Information
Aciivitv: M06{247 Tvoe: &MECHConstTvo6: Occuoahbv:Orfrier: HWH VENTURE
Applicant: WESTERN FIREPLACE SUPPLY, lNC.
Contraclor: WESTERN FIREPLACE SUPPLY, INC.
DescTiption: INSTAL GAS FIREPLACE WITH VENTING
Reouested Insoec'tlon{sl
Itom: 390 MECH.FlnalRequestor WESTERN FIREPLACE SUPPLY, lNC.
Comments: will call John - 390-9805. Antlers 706
AssiqnedTo: GDENCKLA- Action: Time Exp: _
Monday, December 18, 2006
CG
680 LIONSHEAD PL VAIL
ANTLERS AT VAIL UNIT 706
Sub Tvoe: AMF Status: ISSUEDU'se: Insp Area: CG
Phone: (7'19) 591-0020
Phone: (7'19) 591-0020
Reg uested Time: 11 :00 AM
Phone: 390-9805
Entered By: DGOLDEN
Action: AP APPROVED
lnsoection Hlstorv
200
310
315
320
330
340
Comment:
Item: 390 MECH-Final
REPTl31 Run Id: 6L42
tI
l'r-l?#ou In"p"$:,l F"dl?:,t nePo'ting t"n" t'
Requestgd Inspect Date: lednesday, December 13,2006
Inspec{ion Area: GG
Site Address: 680 LIONSHEAD PL VAIL
ANTLERS AT VAIL UNIT 706
SubTJpe: AMF
Phone: (970) 32&4405
Phone: (970) 328'4405
Description: ANTLERS 706-CHANGE 2 TUBS TO SHOWERS. ADD VANITY OUTLET. ADD GAS MNGE.
Reouested Inspec{ion(s)
Item: 290 PLMB.Final
Requestor: LOWDERMILK PLUMBING & HEATING lNC.
Requested Time: 'l1 :00 AM' Phone: 376-2918
Entered By: DGOLDEN K
Comments: Anuers 706A."isifi$ilff: GDENcKLA
Time Exp:
lnsoection Historv
Item: 210Item: 220
Item: 230Item: 240
Item: 250Item: 260Item: 290
*'*r":fl
If't" n\
)df'"
A/P/D lnformation
Activitv: P06-0087 Tvoe: B-PLMBConslTyp6: Occupahby:Orrier: HWH VENTURE
Applicant: LOWDERMILK PLUMBING & HEATING lNC.
Contractor: LOWDERMILK PLUMBING & HEATING INC.
** Approved **
JEC
** Aporoved **
JEC
Status: ISSUED
Insp Area: CG
Action: AP APPROVED
Action: AP
t!I
REPT131
12-12-2006
4,11 p,.,'' In"p""$:!l,F"3y?-?LlqP"ttins P"s" 30
Request€d lnsp-eci pate: llednesday, December 13, 2006' Inspedtion Area: GG
Site Address: 680 LIONSHEAD PL VAIL
ANTLERS AT VAIL UNIT 706
A/P/D lnformatlon
Sub Tvoe:
Use:
Phone:
Contractor: PRIDE ELECTRICAL SERVICES LLC Phone:
DescTiption: ANTLERS TOo.COMPLETE REMODEL.ALL NEW ELECTRICAL
Reouested Insoectlon(sl
Item: 190 ELEC-Flnal
Requestor: PRIDE ELECTRICAL SERVICES LLC
Activitv: E06-0133 Tvoe: B-ELECConslTypr6: Occupahby:O,vrier: HWH VENTURE
Applicant: PRIDE ELECTRICAL SERVICES LLC
Comments: Antlers 706. will call 39G1050
AssionedTo: SHAHN- Action: Time Exp:
AMF Status: ISSUED
Inso Area: CG
(970) 390-1050
(970) 390-1050
Requested Time:' Phone:
Entered By:
09:00 AM
(970) 390-10s0
DGOLDEN K
Inspection Hlstorv
Item: 'l10
Item: 120
Item: 130Item: 140Item: 190
F,nn- hll?*,-l
Action: AP APPROVED
REPTl31 Run Id: 6097
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1II TO?IN OF VAIL CONSTRUCTTON
PERMIT APPLTCATION FORM
DATE:
elq+
,frrurrr
# V//A
, APPLICATION MUST BE FILLED OUT COMPI,ETELY dR IT MAY NOT BE AFEPTED_ : ..,.,rL_t,-.!l lr
'r**** **************** * ********* PEII!{IT INFORMATION * ********************:r*******rl-t l-Building t l-Pluibing [ ]-Electrical {-Mechanicat [ ]-Other
Job Name: Anll*.. *lot Job Ad.dress:
Legal Description: Lot
Owners Nane:
Architect:
Nurnber of Dwelling Units:
Block_ filirg susprvrsroN,
Address:
Address:
Ph.
Ph.
General Description:
work class: [ ]-New t{-efteration [ ]-Aatdi tional [ ]-Repair [ ]-other
I,Number of Accommodation Units:
fru."
and Type of Fireplaces: cas Appli.t..= / cas Logs
^*
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATTONS * * * ** * * * * * * *
* _coNTR ACTOR INFORMATION ********* * * ** **************
Tordn of Vail Reg. NO.
Phone Number:
Town of vail Reg. NO.
Phone Number:
Town of VaiI Reg. NO.
Phone Number:
Wood/PeIlet
*********************
BUILDTNG: $pLtrMBrNG: F-
Address:
Electrical Contrastor:
Address:
ELECTRICAL: $
r.rEcHANrcArt $EiA-OTHER: $
TOTAL: I
Plunbing
Address:
contractor:
Mechanical Contractor:
Address:
* *************!r*** ************** FOR
BUILDING PERMIT FEE:
PLI'MBTNG PERMTT FEE!
MECHANTCAL PERMIT FEE:
ELECTRICAIJ FEE:
O?HER TYPE OF FEE:
DRB FEE:
Town of Vail Reg. NO. /SO-ll
Phone Nunber: )77r77or.
oFFrcE usE * * * * ** * * * * * * *** * * *** * ****** ** **
BUILDING PI,AN CHECK FEE:
PLWBTNG PI-.AN CHECK FEE:
MECHANICAL PI,AN CHECK FEE:
RECREATION TEE:
CLEAN.UP DEPOSIT:
BUTLDING:
STGNATI'RE:
ZONING:
SIGNATURE:
I
I MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9,1994
WHEN A "PUBLIC WAY PERMIT'IS REQUIRED
TO:
FROM:
DATE:
RE:
YES
1) ls this a new residence?
2) ls demolition work being performed
that requires the use of the right
of way, easemenls or public property?
3) ls any utility work needed?
4) ls the driveway being repaved?
5) ls different access needed to site
other than existing driveway?
6) ls any drainage work being done
affeaing lhe right of way, easements,
or public property?
7l ls a'Bevocable Right CI Way Permit"
required?
8) A. ls the right of way, easemenls or
public properry-to be us'eO for staging, t
pafting or fencing?
B. lf no to 8A. is a parking, staging
or fencing plan required by Community y
Development?
lf you answered yes to any of these questions, a 'Public Way Permit" must be obtained.
'Public Way Permit" applications may be obtained at the Public Work's otlice or at
Community Development. lf you have any questions please callCharlie Davis,lhe Town
of Vaif Construc{ion Inspector, at.479-2158.
I have read and answersd allthe above questions.
NO
K
v
r
)c
\.
\a
Contracto or's Signature
PUBUC WAY PEFMIT PR@ESS
How it relates to Building permit:
1) Filf out the our check list provided with a buildino oermit aoolication.
lf yes was answered t9 3ny of the abovs questions then a'public way permlt, isrequired. yry
9an pick up an appricatidn at eitner-community Devebt;;nr,located at 75 s. Frontage Road or Firolic works, ro""rrJ"i rs09 Vail v"rrey oriue.
2) Notice .sign offs for utility. companies. Ail utilities must fietd verify (locate)respective utilitiespriorto signingj application. some utiiitlcompanies ;"qlir" ;;to a 48 hour notice to schedule i toiate). --'.-'
3) A construction lratfig control plan must be prepale! on a separate sheet of paper.This plan wiil show rocations of ail rratfic &n[rord;;d digns, @nesr etc.) andthe work zone, (area of conslruction, staging, etc.)
4) sketch of work being performed must be submitted indicating dimensions (length,width & depth of work). This may be drawn on the iiimc'bnrrot plan or a siteplan for the job.
5) Submit completed application to the Public work's otfice for review. lf required,locates wilt b€ scheduled forthe Town of vail Electrici"niano trigation crew. Thelocates are take place in the morning, urt r"ireqrir" ,pil"c hours to perform.
6) The Public wo{s_Congtruction Inspector wilt review the apptication and approveor disapprove the permit. You witl be contacted as to the sidiius ancf any changesthat may be needed. Most permits are released within +8 rtours or being received,but please allow up to one week to pocess.
n As soon as permitis processed, a copy wiil be faxed to community Devefopmentallowing the "Building Permit" to be ril'eased. Please do not confuse the 'publicway Permit'with a'BuiHing permit" to do work;; t;j"ir site itserf.
Note:
'The above process ls for work ln a rlght_of_way only.
*Pubfic way permlt's arc vard onrv untif November 15th.
'A new publlc Way permlt ls requlred each year.
75 South Frontage Road
Vail, Colorado 81657
303 -479-2 I 3 8 / 479-2 I 3 9
FAX 303-479-2452
1.
2.
Departrnent of Community Deve lopment
IIfFORr|ATIOI TEEDED IIIlEf, AFPLTIIfG FOR A IIECHAIIICAL PERUII
3.
4.
HEAT LOSS CALCULATIONS.
TO SCALE FLOOR PLAN OF MECHANICAL ROOM WITH EQUIPMENT
DF.AI'IN IN TO SCALE, WITH PHYSICAL DIMENSIONS AND BTU
RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM.
sHow srzE AND LocATroN oF coMBusrroN ArR DucTs, FLuEs,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIP!{ENT WILL ALSO BE INSTALLED IN
MECHANICAL ROOM.
FAII,URE TO PROVIDE TTTIS IXFORITIATIOf, I{ILI. DEI.AI TOUR PERI{IT.
t
75 toulh trontago mrd
vall. colorldo 81657
(3(x|) 4792138
(303) 47S2139
office of community developmenl
NOTTCE TO CONTRACTORS/O!{NER BUTIDERS
Effective June 20, 1991, the Town of Vail Building Department has
developed the following procedures to ensure t.haL new constructionsites have adequately estabtished proper drainage from buiJ-dingsites along and adjacent to Town of Vail roads or streets.
Tbe Town of Vail Public Works Department will be required toinspect and approve drainage adjacent to Town of Vail roads orstreets and the installation of teurporary or permanent culverts at
accesg points from the road or street on to the construction site.
Such approval must be obtained prior to any request for inspectionby the Town of Vail Building Department for footings or temporaryelectrical or any other inspection. Please call 479-2LGQ torequest an j-nspection from the Pub1ic Works Department. Allow a
minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approvingall final drainage and culvert inst.allation with resulting roadpacching as necessary. Such approval must be obtained prj.or toFjnal Certificate of Occupancy issuance.
o
75 soulh t.onlagc rold
r.al, colorsdo 81657
(3031 479-2L38 ot 479-2L39
TO:
EROM:
DATE:
SUBJECT:
offlce of communlty developmenl
ALL CONTRACTORS CT'RRENTLYL REGISTERED WIIH $IETOI{N OF VAIL
TOWN OF VAIL PUBLIC WORKS/CO!0II'NITY DEVELOPIIENT
MARCH 15, 1988
CONSTRUCTION PARKING & T,IATERIAL STORAGE
rn sunnary, ordinance No. 5 states that it is unlawful for anyperson to ritter, track or deposit any soir., r""i, sand, debrisor material , incruding trash lurnpster!, poriabre toilets andworkmen vehicles. upon-any streetl siaewaii, -;Ii;y or publicp]+:" or any portion theieof. rhe risht_";;;t-;n arr Town ofVaiL streets and.Igags is approxinately 5 ft. off paveurent.Jhis ordinance wilr be stri'cliv--lntorcla ry tn"-rown of vailPubric works DeDartment. pers6ns found vi6rating tnis oraii"r,""nirl- be given a 24 hour written ""liJ"-t"^;;il;"'=aid mareriar.In the event the person so notified does not cornply with thenotice within the 24 hour time "p""iii"a,-'th"-;;;iic worksDepartment lrirl remove said nateii"r at trr" -""i"ise ot personnotified. The provisions or trris ordinance shalr not beappricable to c-onstruction, urainienance or repair projects ofany street or alley or any utilities in ttre-iltt[_"_""y.
To revi.ew Ordinance No. E in full, please stop by the To$rn ofY:il^tli+ding Department to obrain a copy. rrranr you for yourcooperation on this rnatter.
Read and acknowledged by:
ositio li.e.
fd;€;ttlW
contractor, owner)
hwn
75 .oulh tronl.gG ro.d
vrll, colorldo E1657
(303) 479-2L38 or 479-2L39 olflce of conmunlly dcvclopmarl
BUILDING PERI.IIT ISSUANCE TIME FRAIIIE
If this p"ry!.t leeuile; a Town of Vail Fire Departnent Approval,Engineer"s (pubric !9.1r) reyiew and approvai,'i iririini-bepartment
f:]:L::.He1llrr ogpartment review, and' a- review uy ine' duiilineuepartment' the estimated time for a total review may take as 16ngas three weeks.
A]l corrnercia'l (large or small) and all multi-family permits willhave to follow the ibove menti6ned maximum requiremlnls.""iesidential
119.:i:ll projects.should take a lesser amount of time. However, ifresroentrar or smaller projects inpact the various above mentioned
lill"l*1.:-with regard to-necessary review,-t"r" ii"ojJ.li' *varso take tne three week period.
Every.attempt wrlll be made by this department to expedite thispenni.t as s.qon as possible. -
I' the undersigned, understand the plan check procedure and timeframe.
^r /l llY /'tv't-luA 7D Gt-
Comrnuni ty Devel opment Department.
t'I
l.
Plan Review Based on
the 1991 Uniform Codes
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NAME: ANTLERS GAS FIREPLACE
ADDRESS: 680 LIONSI{EAD #706
VAIL, COLORADO
OCCUPANCY: R-l
TYPE OF CONSTRUCTION: 1l-FR
DATE: ll-10-94
CONTRACTOR: ROD HALL
ARCHITECT: NONE
ENGINEER: NONE
PLANS EXAMINER: DAN STANEK
2.
3.
4.
CoRRECTTONS REQUIRED
The items listed below are not intended to be a complete listing of all possible code
requirements in the adopted codes. It is a guide to selected sections of the codes.
The following is not to be construed to be an approval of any violation of any of
the provisions of the adopted code or any ordinance of the Town of Vail.
CoMBUSTTON ArR IS REQUTRED pER SEC. 607 OF THE l99l UMC.
INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO
APPENDX CHAPTER 21 OF TI{E I99I IJMC.
GAS LINE TEST AND INSPECTION IS REQUIRED BEFORE CONNECTION
oF ANY EQUTPMENT PER SEC. 1206 OF THE 1991 UMC.
GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 OF TTIE
191 IJMC AND SHALL TERMINA]S AS SPECIFIED IN SEC.906 OF TI{E
l99l uMc.
FrELD TNSPECTION rS REQUTRED FOR CODE COMPLTANCE pER SEC. 305
OF TI{E 1991 UMC.
WHEN NEW ELECTRICAL LINES ARE REQUIRED WORK MUST BE DONE BY A
LICENSED ELECTRICIAN.
5.
Lti.Yr iFuqj :
rN. roN REeuEsr
TOWN OF VAIL
479-2138
t
JoB NAME Aryrtlt-' o qta
Illvc tl*l i;
__@ PMWEDFRI
? tr:
PERMIT NUMBEH OF PHOJECT
READY FOR INSPECTION:MON
LOCATION:
CALLER
TUES
on-e lAl 7 /cl
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
tr
UMEING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
,- ROOF & SHEER" PLYWooD NAILING GAS PIPING
T] INSULATION POOL / H. TUB
O SHEETROCK NAIL
n
tr FINAL E] FINAL
ELEGTRICAL:
tr TEMP. POWEF
MECHANICAL:
tr HEATING _
T] BOUGH tr EXHAUST HOODS
tr CONDUIT
|-l
tr SUPPLY AIR
n
tr FINAL
, .4
-
! rrrunr 1,a4= /t +<U-z
tr DISAPPROVED tr REINSPECTION REOUIRED
i,.*
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CORRECTIONS:
oercLrNSPEcroR 6'/';=