HomeMy WebLinkAboutVAIL VILLAGE FILING 7 TRACT B NORTHWOODS BLDG D UNIT D7TOWN OF VAIL
?5 S. FRONTAGE ROAD
VAIL, CO 8L557
970-479-2a38
Occupancy: R1-
Ty'pe Construction: V
T\pe Occupaney:
Valuation:
Fireplacc Informatsion: Re€tricted:
P O BOX 750, VArL CO 81558
NORTHWOODS VAIL D7 NV
I LATI{AM WATKINS, 633 W FIFTH
Multi-FamiIy
1-HR T)pe V 1-Hour
500, 000
1
APPLICANT ,fIM GUIDA CONSTRUCTION
P O BOX 750, VArL CO 81658
C,f,}I"IRACIOR .fIM GUIDA CONSTRUCTION
SLat.us...: ISSTIED
(NORTHApplied. . : 08/04/'t 99e
Issued. . . : 09/1,8/1"998
E>cpires. . : 03 /n /a999
Phone : 970 -845 - 9l-0 0
Phone:. 97O-845-9100
sT sT 4000, Los ANGELES CA 90071-00
Add Sq Ft:
#Of 6aB Log6:#of wood/Pal let:
OWNER
Descripti-on:
REMODEL RESIDENCE,ADD LOFT AND DORMERS
*Of cae Appl iancea:
FEE SUTI,MI\RY
2,140.OO
1,7S1,00
Investigatsion> . O0
will call---->3.00
tsuil.ding----->
Plan chcck- - - >
Rcsluarant Plan Revi er,- - >
DRB Fce '-------
Rccleation Fcs- --------->
clean-Up Deposi!---- ---- >
TOTAI, FEES- ---
Tot.rl CalculaEcd Fces--->.00
400. oo
.00
?50-00
s,674,OO
5, 6?4 .00
5,574.00
.00
5,67{.00
Additional FeeE------ - > .00
Totsal PermiL Fec---- --->
Pajrment6-------
BAIANCE DUE. -..
D,t"l{",**A-o
DEPARTMENT OF COMMIJNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON .fOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMTT Permit #: 898-0213
D
.]ob Address: 5OO VAIL VALLEY DR
I-,OCATION...: 600 VAIL VALLEY DR Parcel No. . : 2l-01--081-l-2-007 Project No. : PRiI98-01_05
Item:05100 08/04/L9e8
o8'/ 20 / ]_998 rtem:05400
0e / o4 /:-998 08/a0/1998 Item:05500 08/04/L998 Item:05500 08/04/L998
BUILDING DEPART'I{ENT iIRM A,ction: NOTE CTIARLIE AcIion: APPR
PI,ANNING DEPARTMENT JRM Action: NOTE
CBARTON AcLion: APPR FIRE DEPARTMEIIT .fRM AcI,ion: APPR PIJBLIC WORKS JRM ]\cIion: APPR
Dept : BUILDING Division:
CiIARLIE
DAVIS
PI,ANS TO
C}IARLIE
PLANS TO
APPR BY
N/A
N/A
Dept.: PLANNING
CHRTSTIE
CBARTON Dept: FIRE
DepL: PUB WORK
Division:
Division:
Division:
See Page 2 of this Document for any condj-tions that may apply to tshis permit
DECLARATIONA
I heleby acknosledgc that I hav6 lcad chi.6 eppJ.ication, filled ont in full the infonrali.on requircd,accurate ploc
and plot p1an,
Eubdivi sion
I :00 AM 5:00 PM
p1an, and sta!.e that all thc infomation provided ae required ls correct.. I to comply wlth the
to comply ',rifh a}l Town ordinancee and Ftate lae6, and to buiLd this st
code6, deBi,gn ravlc* approwed, Uniform Bullding code and other
REQUSSTS FOR INSPECTIONS SHALL BE MADE TWENIY-FOUR HOURS IN AD'\,BNCE BY
accordinE Eo the To$n
Slnd Cl.an:Up D.poEit To! itIM OUIDA CONST AIONATI'RE OF OVINER OR COI.ITRACTOR FOR HIMSEIJF AND OWNER
***********************************************!t********************************
CONDITTONS Permit #: 898-0213 as of 09/L8/98 St.atus: ISSIJED
*****'*********************!r:*****************************************************
Permit T\pe: ADD/ALT MF BUILD PERMIT Applicant: iIIM GUIDA CONSTRUqTION
970 -845 -9100
ilob Address:Location: 600 VAIL VALLEY DR (NORTIIWOODS D-7)
Parcel No: 2101-081-12-007
Applied: 08/04/1998
Issued: 09/L8/L998
To Ercpire | 03 /L7 /1999
Description:
REMODEL RESIDENCE,ADD IJOFT AND DORMERS
Conditions:1. FIEIJD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2, ALI' PENETRATIONS IN WALLS,CEII,INGS,AND FLOORS TO BE SEAI-,ED
WITTI ATiI APPROVED FIRE MATERIAL.
3. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC.1-2].o OF THE 1991 IJBC.4. FIRE DEPARTMENT APPROVAIJ IS REQUIRED BEFORE ANY WORK EAN BE
STARTED.
**rr*rtrr*art*i rlrr*a*rrrrrrt*
TO!'IN OF VAIL, COLORADO gEat.dnE
r * r rr t **r ri** rr.rlr rr *t'ri *t { * *t a r riirr rir'ri I t
:,ai-:Ln,rr Nrrur6r! REC-o{SI, Loount: 5,52{.00 09/7e/9a 13t27
Payur€nt M6thod: cK Notetsion: 9{99 Inits: LC
PcrBit No: B9S-Q213 T)p€: A-MF A.DDIIIJT llF BUILD PER
Parcel Nor 2101-091-12-0o7
I ::' rdrlressi 600 VAfL VAI,LEI. DR
LocaEion: 5O0 VLIL VAT,LEV DR (NORTHWOODS D-?)
Total FGc6: A t 67 4.OO
Thi6 PalnncnE 5,624.00 ToCal .AtI, Pnc6: 5,67,t.00
Belanc.r .oo
r .* r* f*v r*a1trir riarair t**r'r i* r* * \rrl,, rir*rri rrrrt trrrll}*r** rr** t* *
Accounc Codc D6€crlpEio!r
BP OOlOOOO31T11OO BUIIJDINC PBRMIT FEES
DR OO1OOOO31122OO DESIGN REVIEW FEES
PF 00100003112300 P!A!t cHBcK FEEg
Anount
2 | 7 40.OO
350.00
7,797. OO
?50,00
3,00
AD D2.DEPO8 CLE.ANUP DEPOSITS
WC OOIOOOO3I12SOO 9IILL CAIII' INSPEC'ION FEE
JIMGUIITA c()\sl Rt'L T lo\, INr.
Custom Bulldlng snd Retnodeling
F10 -ort3
AC'T()RS SI NCII t{)71{c()Ntl{
fufis6u-ro0[f D7
flate Receivec
oEc 0 4 1998 December 1, 1998
Mr, Charlie Davis
Town of Vail
Department of Community Development
75 South Frontage Road
Vail, CO 81657
RE: Permit #8984213 600 VailVallev Drive. Unit D?
Dear Charlie.
We would like to get an extension for the above referenced permit through December
1999. You may, or may not, be aware that the Northwood's Condominium Association
has imposed restrictions on the times we are able to work on this unit. Becatrse of the size
of this project and the relatively short duration of each building season (spring &. fall)
imposed by the Condominium Association we will be completing this remodel over four
separate phases - the last of which will be finishing in December 1999.
Ii for some reason, it is not possible to extend the expiration date of this permit please
contact n/e to'let me know how we can best handle the situation.
Production Coordinator
Enclosure
l'OSl' O jlC[' BOX 7t o VAll-, COI-ORAI)O 81658 'tlLHtH()NE g70"845-9 1 nr)FAX 970-845-91tt I
Coniact Eaglc CouncY Asscssors Of f lce
ac 970-328-8640 for Parcel f7.
\RCEL // T
(
Tob Name:
-, TOWN oF vArL coNsTRUcTroN ( PERMIT APPLICATION FORM
PER.\IIT /i
DATE:
OUT COMPLETELY OR IT }tAY NOT BE ACCEPTED
PERMIT fNFORMATfON * * * * * * * * * * * * * * * * * ,r Jr * * * * )r * * * ,l *
l-EIectrical [ ]-Mechani'caI [ ]-Other
I(-Job Address: laCaZflAfU
Block Fi l- inq slnntytgle)l;
Address: F!-) I
flftr- o/dG
/r***
b,k
APPLTCATTON MUST BE FILLED
*** rf * rr *** * *'t * * * * * * ** ** * * **
-BuiLding [ ]-PLumbing t
LeqaI Description: Lot -4 .<-{cx-;"'->N INA-lwners Name: 15 Aut^#T.r=b -
\-\rchitect: RA-1 \:p Address:Ph.
ieneral Description:
.lork Class: [ ]-New' [f,]-Alteration [4]-Additional [ ]-Repair [ ]-orher
Iumber of Dwelling Units z I Nurnber of Accornnodation Units:
fmber and rype of Firep)-aces: Gas AppJ-iances. / cas Logs_ wood/perret
i * * * * * t( * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATIONS * * )t * * * * * * ,! rt * * * * * * * * * * * * ik * * * .*
]UILDING: $ [oc+', s.--.. .-?LUI4BING: $TOTAL: $
1* * * * * >+ >\ * * * * * t( * * * * * * * tt jr * * tt * * CONTRACTOR INnORMAf.'f Op 1 $ * * * * * * * * * * * * * *:r x ,,( :,' x * * * * *lenerar contractor:,1t*t Latta4 lartttzEttcizdr= ;!'tril or u"ii nlg. No.a* -B ','jjress. >e &..\>G.a V;rZ. <aA4;;ArC Fno,.,. Nurber: %.,eE_Wec_
':lcctrical contractor :
EI,ECTRICAL: $
lrFrrlrxrrr-/ri ? - t . rLvr rru! I\?a1t-r. t
>lttmbitrg Contractor:
'ddress:
r i<rt>t*rt* * *>l* *rt ** * * * *** * rt ** * rr**** *
}UILDING PER}IIT FEE:
)LUMBING PERMI.T TEE:
IECHA}IICAT-, PERMIT FEE:
|LECTRICAI., FEE:
)THER TYPE OF FEE:
)R,B FEE:
lomments:
OTHER: $
Town of VaiI Reg. No.
Phone. Nunber:
Town of Vail
Phone Nunber:
Town of VaiL
Phone Nunber:
Reg. No.
Reg. No.
FOR OFFf CE USE rt* * * * *:r( * * * * r( ** * * * * * * rt,t,t * * * * * * * *
BUILDING PI,AN CHECK FEE:
PLUMBING PI,AN CHECK T.EEJ
}''ECIIANICAL PI.,AN CHECK FEE:
.RECREATION FEE:
CLEAN_UP DEPOSIT:
TOTAL P
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE I
IechanicaL Contractor:
\ddress:
P}i.<{rL.ZiZ'
GROUP VALUATION
CLEA}I I]P DEP.OSIT REFTIND TO:oJr. Qrr*, A,nsr /', +
'ill 'l rl'
TO:
FROI'1:
DATE:
SUBJECT:
75 south fronlage road
vall, colorado 81657
(303) 479-21.38 or 479-2139 o lflce ol communlty development
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE Totflt oF VAIL
TO!.N oF vArL PUBLIC WoRKs/colfi,ruNlTy DEtrELopl,tENT
ITARCH 16, l-9BB
CONSTRUCTION PARKING & I.IATERTAL STORAGE
fn summary, Ordinance No. 6 states that iL is unlawful for any person to litter, track or deposit. unv-=lirl"r]"i, sand, debris or material, incfl!1nS trash hrmp=tur=, portable toilets and porkmen veh icles place o. ony-p;..i5l".f,ll"ili""i;"=i?;ili1:i_ili"l"":rFi:*-".Vail streets and.roads is approxi*ul"iv-s"it.-iri pavement.This ordinance wilr be "t.iEiiJ"enforced by the Town of Vair-Pubric works De.artment. --;;;;;ns found viorating this ordinance t'ri1r be gi-ven a 24 hour writi.n"notice t"-rli;"":sai-d naterial.In the event the person so notified.ao.=-nl,I"'I"ipiy with the notice vrithin the 24 hour.time-specified, the puttic works Deparrmenr vrill remove said mateii"i^"i-ih;^';";;;=e of person notified' The provisions "r irri= ordrnance sharl not be applicable to cbnstruction, ^-i.t"nunce or repair projects of any street or a1ley or any utilitres in. the rightra_way,
To_review ordinance No. e in fu1l, please stop by the Town of :::i"::ii:i'3,"8f;i:'il:li"::"";I;i" a copv. rirani vou ror vour
acknow
(i.e. contractor, owner)
75 south lronlage road
vall, colorsdo 81657
(303) 479-2L38 or 479-2139 o lllce ol communlty devolopment
BUILDING PERIiIT ISSUANCE TII.IE FMNE
If thi.s permi.t requires a Tov,n of Vai] fire Department Approvar,Ensineep''s (pubt ii t'rorks) review .na ipprouui,.i piJl,,iii!"bepart ent rev iew or Heat th Department. revi ew, u;;';-;;;i "; ty-tii;";rit ai ns
Sirt[ll;.,hull: "'.t'uted time tor'a lotar "uui"*-iluv"iu[i'u, r6ns
All commercial (rarge or smat) and a'l r murti-family permits wirl have to follorv the above rnentioneJ rixirrm requirements. Residentiar and small projects should take a teiie, amount of time. However, if residential or snrailer.projects impaii the various above mentioned departmcnts r.rith reqard'io necessary review, th.r; p;;j;.'ii n'uy also take the three-weet< peiioJ.
Every attempt vri'l I be Tgge UV this <Jepartnrent to ex"pedite this pet'mi.t.aS s.qon as possibl e. - - -- v'rrev ' LS L
I' th" undersigned, understand the p1 an check procedure and time frame,
7-
Date l^lork Sheet was turned-into t
Communi ty 0eve1 opment Departrnent.
TO:
FROM:
DATE:
HE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC
MAY 9, 1994
WHEN A "PUBLIC WAY
WORKS
PERMIT''
DEPARTMENT
IS REQUIRED
Dale: .--(tzz-y 7=t taa.L
Please answer the following questionnaire regarding lhe
ls this a new residence?
ls demolition work being performed
that requires lhe use of lhe righl
of way, easemenls or public propeqty?
ls any'utility work needed?
ls the driveway being repaved?
ls different access needed to site
other than existing driveway?
ls any drainage work being done
affecling the right ol way, easements,
or public property?
ls a "Revocable Right OlWay permit"
required?
A. ls the righl of way, easemenls or
public property to be used lor slaging,
parking or {encing?
need for a 'Public Way
YES
7-3o-?3
Date
Permit':
NO
1)
2)
K
h
K
X
X
3)
dl
R\
6)
7)
B)
,X
2 B. ll no to BA, is a parking, staging
or {encing plan required by Community
Development?
lf you answered yes to any of these questions, a'Public Way permit" muslbe obtained,'Public Way Permit" applications may be obtained at the Public Work's office or at Cgmmulity Development. lf you have any questions please call Charlie Davis, the Town ol Vail Construction lnspector, at 479-215g.
I have read and answered allthe above que I t5.
+Ue=zele?g
ntractor's Signalure Job Name
TOWN OF VAIL
75 S. FRONTAGE ROAD vArL, co 81657
970-479-2138
APPLICArfT
CONTRACTOR
OWNER
DescripEion:
Bl,ec!ricaI- - - >
DRB Fce
InvceCigabion>
vlill call---->
TOIAI. PBES. - - >
Job Address: 5OO VAIL VALLEY DR
LOCAt,iON. . . : 600 VAIL VALLEY DR
Parcel No. . : 2101-081-12-007 Project No. : PR'J98-0106
Status. -.: ISSUED
(NORTIIApplied. . z 05/t7 /L999 Issued...: 05/20/L999
Brpires - - ? LL/],6 /L999
Phone:- 970-926-3675
Phone: 970-926-3675
ST 4OOO, LOS AI{GEIJES cA 9007100
8, 000 . 00
DEPARI!4E}IT OF COMMUNIrY DEVELOPMENT
NOtrE: TIIrS PERMTT MUST BE POSTED ON .]OBSfTE AT ALL TfMES
ELE TRIEAL PERMIT Permit *: E99-0076
DOI'BLE Q ELECTRIC
P O BOX 975, EDWARDS CO 81632
DOI]BI.,E Q ELECTRIC
P O BOX 975, EDWARDS CO 81632
NORTHWOODS VAII D7 NV
T i,ATIIAIT,I WATKINS, 633 W FIFTH ST
elecLrical for remodel ValuaLion:
r*rt'rrrrrt**rrri*rr*rr.r*r***r FEE sIIitMARy
144 . OO
. o0
. oo
3 .00
1{7. 00
Totel CrlculaCed FeeE- - - >
AddiEional Fces' ---- ---->
ToCal, Pcr6ic F6c--- ---'->
Pay$ent.E - - - - - -- -
BALAIICE DT'B-- --
147 . O0
.00
147.00
r47 . OO
.00
trtt!rtti{*tr**trtt**tttttltrlt**tlt**'rttt*r**t*t ., r i t ', ** *+ *t t *r * ** } t tt t* t t* t t * t* ta *** * ** t a t * * r}, * i r !r rrr r |ra *rr a *a* r |r. * t
ITC.M: -06000 EI.ECTRIEAL DEPARITiIEMI DCPT: BUII,DING DiViSiON:o5/t7/1999 JRII Act,ion: APPR APPROVED ,JRIVI-
I!e,grt.q56Q0 FIRE DEPARTI.IEMT Depr: FIRE Division:05/I7/L999 JsNt Act,ion: APPR N/A
t*rtlrtrrit*irirrtirrr*i*t*****a
CONDITION OF APPROVAL
1, FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIIAIiTCE.
*4.i*riiir*r+t*
DECLARATIONS
I heteby ackhor.I6dge th.ts I hrve read thi6 application. filled out in ful1 the inforqaLion r.quir.d, conpleged an accurate plot
p1an, and state that all the j.nformauion provid€d as rcquircd i,6 co!rec!. I agree to conply wiEh Ehe inforrqacion and plo! plan,
to corsPly vith all Toraar ordinanccs and 6tate lai.e, and to build thi.s Btructure according to Ehe To*n's zoning and Eubdivision
codeB, deEj.gn revier. approwed, Unifom Building cod€ and och€r ordinanccB of t'h€ town applicabl€ th6!e!o.
REQUESTS FOR INSPECTIONS SHAIL BE MADE IHEMY-FOIIR HOITRS IN ADVANCE BY TELEPHONE AT 4?9-2138 OR AT OlrR OFFtCg FROU 8:OO At,t 5:OO PM
SIC!IAI1'R8 O! OT{NER OR CO}TTRAGIOR FOR HIT'IIEI,F ATID dI!TER
!01'![ OF \nttJ. OOIORILo
Atre.nnt fltrrbrr: REC-0E22 lDunB:1a7.00 05,/2o/tt 10: ol.
P.t|.dre l|.tbod. CR [oGrtlon! Cf, tOO7071 hie. Lc
P.r!l.i no! 899-oo?5 !rp.c 3-![rEc gJicrnfcur PR{tr
Prrqcl tfo: 2101-081-L2-o07
Sitc ldrggr I 5OO ItAtt, VAL!Ef m
IJoc.tion: 5OO lrAtIJ VMrEY DR o*ORnnoODg D7)
foirl F.trt 1a7.0O
ttri! tlrlrocnt
irlii*|}t.rttaaaatlat'lat!ttttittrtrrrttafttitait!ataatrtttttttrttitttttta
lccoutrt Codr Drseription
1{7.00 troEr1 .lLL PtiEr !
Eallacar
19 00100003111,100 lLlCt?rCAt PERiIT la&l
rc 00100003112800 ttILL CAt L DfaPBClrq FEE
147.00
.00
&!oune
144.00
3. OO
. .
TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM
INFOR]TIATION MUST BE COMPLETE OR TIIE APPLICATION WILL BE RDJECTEI'
Contact the Eagle County Assessors Office at 970-328-8640 for Parcel #
Parcet# A/4/-oY /-/z-ob7
ox", 5f rl /9? vernit# {41.f- d Jl\
JobName: tr--r ATt<la ! lL v.^o Je / JobAddress:
Building ( )
Legal Description: Lot
Electncal fi Mcchanical ( ) Other (
Filine Sutrdivision
Plumbine ( )
Block
5- , t-e qoao
Address: L3 1 cr.,gry sf t* A<:c"1 1 Phone#OwnercName: LA-THAt\ ul$Truql
Architect:Address:
Work Class: New ( )
Number of Dwelling Units:
BUILDTNG: $
PLI,JMBING $
General Contrlctor:
Town oF Vail Registration No.
Electrical Contractor:
Town of Vail Rcgisuation No./t'to
Plumbins Contractor:
Town of Vail Registration No.
Mechanical Contractor:
Town of Vail Rcgistration No,
Address:
Phone # 41o zt 26 '3.6 ^t 5
OTIIER: $
TOTAL $
Address: tr- 4q -OO1F ----------------
Phonc #
FOR OFFICE USE
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
Addrcss:
Phone #
oe,2o"t 9.0 D
,\rOrLT+<^,c,oO5
Description of Job: lry>1., h,nr-a 4
Alteration (2q
I
Number and Type of Fireplaces:Gas Applianccs Gas Logs Wood/Pellet
VALUATIONS
ELECTRICAL: $ Sraaa .oa
MECHANICAL $
CONTRACTOR INFORMATION
Address:
Phonc #
Additional ( )Repair ( )Othcr ( )
Number of Accommodation Units:
CLEAN UP DEPOSIT REFUND TO:
TOWN OF VAIL
75 S. FROTfiAGE ROAD
vArL, co 81557
970-479-2L38
DEPARI!4ENT OF COI"|MIINITY DEVELOPMENT
NOTE: T'IIIS PERMIT MUST BE POSTED ON
SPRINKLER PERMIT
JOBSITE AT AI,I, TI}'IES
Permit. #: F99-0001
ilob Address. . . : 600 vArL vAl,LEY
Location......: 600 vail valley
Parcel No..... : 2101-081-12-007
Project, Number: PRit98-0106
DR StaLus. .
dr (nortsh woodsApplied.
Issued. -
Expires.
. : ISSIIED
.: 0s/05/r.999
. r 05/05/L999
. I Lt/0L/t999
Phone: 303 -629'0221,
Phone: 303-629-022L
L,OS AI\IGEI-,ES CA 9007100
6 t825.oo
*of I'foqd/Pallct:
APPI,ICANT
CONTRAETOR
OUINER
FRONTIER FIRE PROTE TION
26L7 W IIOI.,DEN PLC, DENVBR
FROIiITIER FIRE PROTE TION
26L7 W HOLDEN PT,C, DBNVER
co
co
80204
80204
sr sr 4000,NORTIIWOODS VAIL D7 T{V
I I.ATIIAM WATKINS, 633 W FIFTH
DescripEion:insLall new fire protection system
Valuation:
*of ca6 l,oq6:FlrgpLace rnfonaclonl ReEcrictad:*of oa. Appliances I
,r******r*rr*r, t**i.J*rr*rrirrirrrir**ri*r** FEE 6I;1IMARY **r,rir*titii*tr**it**tttt**''trri*lr*ti*i*****t*ttr"*itt***
!'lechaDlcrL - - - > 14o.oo Re.tuBr.nt Plan Ravicw--> 'o0 Totel c'lcu1ats'd Feeg---> 174'00
PIen eheck---> 35.00 DRB Fao--------- 'oo Additton'l !ee6---------> -0o
Inveot.igatton> .oo TOTAL FEES-----
wrrl c6I1----> 3.oo liffill.;___-_:::_::::] "":;;
iri*.*frri**aa** r r***t'r *"r*t'*i
Item: 05100 BUILDING DEP.ARTTI{ENIT- Dept: BUILDING Division:
as/65/t999 iIRM Asqiq4-i A'PPR n,/a rrem: 05500 FrRB DEPARTI4EIIr - D-epqi EIRE Division:
6E76st1559-,rfrfi'* ---lGtToiii eppR appr per mikb/jerr
EONDITION OF APPROVAL
1. FIELD INSPECIIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAI{CE'
*******************************************************!t************************
DECI,ARATIONS
I hlreby acknorl,.dg6 thr! I hav. read thla applicaEion, flllcd ouB in fuI1 the lnformatlon rcquired, corlrPloted rn rccu!'!c Flot
plan, |t1d stic. lhats att t'hc Lnfonsati.on provld.d aa requlrcd 16 corlect. r agr.a to co[tPry wlEh the lnfomation and plot Plan'
!o conply vith atl rol|,n ordtnqnc.E and 6tac. lar|E, alrd Eo build rhls Ecructsurc accotding co th€ Tottn'6 zoning and subdivlEion
codcs,d66lgmrcwlcvaPProv€d,UnlfonnBuildingcodeandotherordl.nance€oftsh€Toi.nappllc.blethereto.
RBQUBg1E FoR IN9FEC:TIONS sllAl,t BE IIADE A!{E}IrY-FouR
gIoI{f,Et'RE OF OflNER OR CIC!'!PtrCTOP, FOR FTUI'TI,F AND OSNTER
FROM Itoo Alt s:00 Pll
*** * * * * * * * * * * * * * * * * * * * *.* * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
T99nS oF VArL, COLORADO sraremrr * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * :r * * * * * * * * * ** * * * * * *** * * * * * * * * * * * * * *st,at,emnt. Number: REC-051_4 Amount.: L78.00 o5/05/gg L3t22 Palment Method: CK Notation: SO24L IniE.: iIRM
Permit No: F99-0001 Type:Parcel No: 2101-OB1-12-bb7 site Address: 600 VAIL VAIJTEY Location: G00 vail valley
F-SPRNK SPRINKLER PERII{IT
DR dr(north woods d-T)ToEal Fees: 179.00 178.00 Total ALLr pmts:178 .00 This Payment
*** ** * ***** ******* ********* ******* *** **??lii::i.-.*********i99* *Account Code DescripUion Amount MP 00100003111300 MECrrAlricAL pBRlrrrr FEES 140. OO PF 00100003112300 pr.AN CHECK FEES 35.00 wc 00100003112800 WrLL CALL rNSpECrroN FEE 3.OO
TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM
1t - otoa Contact the Eagle County Assessors Oliice at 970-328-8640 for Parcel #
Parcel #
Date: 5'S-q1
o*oers ttane:lq llol^,
Architect:
-?r,on.+
Noef\.^rooJs rr*r,f \>1 robAddress bro VA:\ tlA\\<Y bL
Buildrng ( )
Legal Description:
Plumbing ( )
Lot Block
*r, I b-l
Electrical ( )
Filing
Address:
Mecharucal g{Other 1 ;
Description of Job:
Work Class: New (K)
Number of Dwelling Units:
1."/'o u S
Number and Type of Fircplaces:Gas Appliances
BI-IILDINC: $
PLTJMBING $
General Contractor:
Town of Vail Registration No.
Electrical Contractor:
Town of Vail Registration No.
P-lu.birylslrgglqr:
Additional ( )
VALUATIONS
ELECTRICAL: $
MECI{ANICAL$ 6S ZS,OO
CONTRACTOR INFORMATION
Phone #
Address: _
Phone #,_
Address:
Repair( ) Other( )
Number of Accommodation Units:
Gas Logs Wood.iPellet
OTFIER: $
TOTAL $
Alteration ( )
I
Town of Vail Registration No.Phonc #
Mechanical Contractor: f-?a *, Ll.lL Fi*,-?o&
Town of Vail Registration No. l-{ L{ (, - S Phone# 3O3' GZl -OLZ\
FOR OFFICE USE
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
Address: 2k.-l to- Llo\I.*, Ft. N*^,,-.-.-
CLEAN UP DEPOSIT REFUND TO:
TO:
FROM:
DATE:
SUBJECT:
ALL CONTRACTORS CURRENTLY REGISTERED WITH TI{E TOWN OF VAIL
TOWN OF VAIL PIJtsLIC WORKS AND COMMUNITY DEVELOPEMENT
JANUARY I, 1999
CONSTRUCTION PARKING AND MATERIAL STORAGE
CODf, t2-10: DEPOSITS ON PIIBLIC WAYS PROHIBITT,I'
A. Unlarnfirl deposits: Subject to subsection C thereof it is unlawful for any person to litter,
track or deposit or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt,
snow, ice, or any other debris or material upon iu:ry streeL sidewalk, alley or public place, or
any portion thereof.
B. Notice; Abatement: The Director of Public Works may notify ahd require any person who
violates or causes anotler to violate the provision of subsection A hereot or who has in the
Director's employrnent a person who violates or causes another to violate the same, top
remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within
twenty four (24) hours after receipt of said notice by the Director of Public Works. In the
event the person so notificd does not comply with the notice within the period of time herein
specified, the Director of Public Works, or other authorized agent, may cause any such sand,
gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street
or alley at the expense ofthe notified.
C. Exceptions: The provisions of subsection A hereof shall not be applicable:
I . Within the immediate area of any constructioq maintenance or repair projoct of any
street or alley or of any water main, sewer main, electricity line, gas line, telephone line
or any appurtenance thereto,
2. To deposits of sand, dirt or materials necessary for the protection of the public safety; and
3. To public areas designated for the dumping or depositing of said materials.
D. Summons; Penalty: As an alternative to the notice for removal provided in subsection B
above, any
person who violates or causes another to violate the same, may be issued a summons to
appear before the Municipal Court of the Town for sard violations, and upon being found
guilty ofa violation hereunder be punished as provided in Section l4-l ofthis code.
E. Notice; Penalty: It is unlawful for any person to fail or refuse to comply with the notice of
the
Director of Public Works as provided in subsection B hereof, and any such person shall, in
addition to payment of the expense of removal incurred by the Director of Public Works, as
provided in subsection B hereof, upon boing found guilty ofa violation hereunder, be
punishable as provided in Section l4-1 ofthis Code. (1997 Code: Ordinance 6 (1979)
Read and acknowledged by:
Position or Relationship to Project:
Date:
(i.e. contractor or owner)
T}Wl,lhFVAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2t 38
FAX 970-479-24s2
BUILDING PERMIT ISSUANCE TIMI RAME
If this permit requires a Town of Vail Fire Departnent Approval, Engineer's (Public Works)
reyiew and approval, a Planning Department review of Health Departrnent review, and a revrew
by the Building Deparnnent, the estimated tim6 for a total review may 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 requiremenXs. Residential and small projects should take a lesser amount of
time. However, if residential or smaller projccts impact the various above mentioned
deparhnents with regard to neccssary review, these projects may also take the thrce (3) week
period.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigncd. understand the Plan Check procedure and time llame. 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 atfect future permits that I apply for.
Ageed ro by:
Project Narne:
Date:
Work Sheet was turned into the Community Development Dept.
{; **urruo
MEMORANDUM
TO: ALLCONTRACTORS
FROM: TOWN OF VAIL PUBLIC WORKS DATE: JANUARY l, 1999
RE: WHEN A *PUBLIC WAY PERMIT: IS REQUIRED
JOB NAME:
DATE:
PLEASE ANSWER TFIE FOLLOWING QUESTIONNAIRE REGARDING TTM NEED FOR A
"PUBLIC WAY PERMIT':
1. Is this a new residence? YES NO
2. Is demolition work being perforrned that requires thc use of the fught-of-Way, easements or
public property? YES_ NO
3, Is any utility wo* needed? \/ES NO
4. ls thc driveway being repavcd? YES_ NO
5. Is a different access needed to the site other than the existing driveway? YES_ NO
6. Is any drainage work being done tlut allects the Right-of-Way, easements, or public prope4y?
YES NO
7. Is a "Revocable Right-of-Way Permit" required? YES_ NO
8. A. Is the fught-of-Way, easements or public property to bc used for staging, parking or fencing?
YES NO
B. If NO to 8A. is a parking, staging or fencing plan required by Community Development?YES NO
If you answered YES to any of these questions, a'?ublic Way Permit" must be obtained.
"Public Way Permit'' applications may be obtaincd at the Public Work's oflice or at Community
Development. If you luve any questions plcase call Leonard Sandoval from Public Works at 479-2 198.
I HAVE READ AND ANSWERED ALL T}IE ABOVE QUESTIONS.
Contractor Signture
Date:
Company Name
1.
5.
)
4.
6.
7.
PUBLIC WORKS PERMIT PROCDSS
How it relates to Buildins Permits
Fill out our check list provided with a Building Permit Application.
If yes was answered to any of the questions then a "Public Way" is required. You
can pick up an application at either Community Development, located at 75 South
Frontage Road or Public Works, located at 1309 Vail Valley Drive.
Notice sign offs for utility companies. All utilities must field verify (locate)
respective utilities prior to signing application. Some utility companies require up
to 48 hours notice to schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of
paper. An approved site plan may also be used. This plan will show locations of
all traffic control devices (signs, cones, etc.) and the work zone, (area of
Construction, Staging, etc.). This plan will expire on November lst and will need
to be resubmitted for approval through the winter.
Sketch of work being performed must be submitted indicating dimensions (length,
width and depth of work). This may be drawn on the traffic control plan or a site
plan for the job.
Submit completed application to the Public Work's office for review. If required,
locates will be scheduled for the Town of Vail Electricians and Irrigation crew.
The locates take place in the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and
approve or disapprove the permit. You will be contacted as to the status and any
requirements that may be needed. Most permits are released within 48 hours of
being received, but please allow up to one (l) week to process.
As soon as the permit is processed, a copy will be faxed to Community
Development allowing the 'Building Permit" to be released. Please do not
confuse the "Public Way Permit" with a "Building Permit" which is to do work
on a project itself.
NOTE:
The above process is for work in a public way ONLY.
Public Way Permits are valid only until November 156.
A new Public Way Permit is required each year if work is not complete.
TOWN OFVAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2I38
FAX 970-479-2452
NOTICE TO CONTRACTORS/OWNERBUILI}ERS
Effective January 1, 1999, the Town of Vail Building Department has developed
the following procedures to ensure that new construction sites have adequately
established proper drainage from building sites along and adjacent to Town ofVail roads
or $reets.
The Town of Vail Public Works Department will be required to inspect and
approve drainage adjacent to Town ofVail roads or streets and the installation of
temporary or permanent culverts at access points from the road or street onto the
construction site. Such approval must be obtained prior to any request for inspection by
the Town of Vail Building Department for footings or temporary electrical or any other
inspection. Please call Leonard Sandoval al.479-2198 to request an inspection from the
Public Works Department, Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final
drainage and culvert installation with resulting road patching as necessary. Such
approval must be obtained priorto Final Certificate ofOccupancy issuance.
{j *"no"or ru
TAWI{ OFVAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2I38
FAX 970-479-2452
t
INI'OR]T{ATION I\TEEDEII WIIEN APPLYING X'OR A MECHANICAL PERMIT
FTEAT LOSS CALCITLATIONS.
TO SCALE, FLooR PLAN OF MECHANTCAL ROOM WITH EQUIPMENT DRAWN IN TO
SCALE, WITI] PHYSICAL DIMENSIONS AND BTU RATINGS OF ALL EQTIIPMENT IN
TIIE MECHAMCAL ROOM.
SHOW SIZE AND LOCATION OF COMBUSTION AIRDUCTS. FLI.]ES. VENT
CONNECTORS AND GAS LINES.
NOTE WHETHERELEVATOREQUIPMENT WILL ALSO BE INSTALLED INTHE
MECHANICALROOM.
X'AILURE TO PROVIDE TIIIS INf,'ORMATION WILL DELAY YOUR PERMIT.
3.
4.
{,9 *'"'*o'^'"*
TOhIN OF VAIL
75 S. FROIiilTAGE ROAD
VAIL, CO 81,657
970 -479 -2L38
.fob Address...: 500 vAfL vALLEy DR Stat.us..Location : 600 VaiI Valley Dr 3rd level BApplied.parce] No.....: 21-01-081-13-01_7 rssued..Project Number: PR,I98-0106 Expires.
ISSUED
LLL/ 05 /L999 t2/02/L999
0s/30/2000
APPLICAIVT
CONfRACTOR
OWNER
Mechanical. - >
Plan check- - - >
InveBt igat ion >
will call- --- >
ALL STATE FIRE PROTECTION, INC
6045 E 76TH #L2, COMMERCE CrTY
ALL STATE FIRE PROTECTION, INC
6045 E 76TH #L2, COMMERCE CITY
NORTHWOODS CONDOMINIUM ASSOC
BOX 1231, VAIL CO 81658
#of caE Appl i ancer:
co
80022
80022
Phone: 303-288-3901
Phone: 303-288-3901
*Of ca6 Loge:
FEE SUMMARY
Description:
Sprinklers in hallway of 3rd 1evel Bldg D
Fireplace Information: Rest):ictedl
Valuation:3,000.00
+Of tsood/Pal.Lel-:
Total Calcul ated Feea- - - >?8.00
Additional Fees ,00
50.00
15.00
.00
3.00
Restuaranb Plan Revien- - > -oo
DRB Fee--------- .00
TOTAL FEES------ ?E.OO Total Permi!. Fee--- - --
BAI,ANCE DUE. -'-
NUrrrrro l.r+|fr
DEPARTME}fI OF COMMI]NTTY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLBR PERMIT Permit #: F99-0019
7A. O0
7g.oo
.oo
Item:05100 L1-/LL/L999 Item:05600 1,r/1,1,/L999 12/02/L999
L2'/ O2'/ L999 a2/13/L999
BUTLDING DEPARTMENT DEPT: BUILDING DiViSiON:KATIIY ACTiON: APPR CREATED PERMIT FIRE DEPARTMENT DCPI: FTRE DiViSiON:KA,THY ACTiON: NOTE DWGS TO MCGEE FOR APPR MIKE M Action: APPR appvd as noted MfKE-lvl Action: CANC pl-ans are not approwed MIKElvl Action: APPR appvd as noted --
CONDITION OF APPROVAI-,
].. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
********************************************************************************
DECI,ARATIONS
I hereby acknowfedge that I have iead this application, filled ouc in fuIl the j.nformation required, compl.eEed an accuraEe plot
plan. and 6tat-e chat alL lhe information provided as required i9 correct. I agree to comply eith Ehe infonnalion and ptot plan/
to cornply wilh all- Town ordinanceg and etsale 1aw6, and to bui-ld this struct,ure accolding to the To!,n,s zoning and subdivieion
codes, design revier approved, Uniform Building code and oCher ordinances of tshe To*n applicable lhereto.
REQUESTS FoR INSPECTIONS SHAIJIJ BE !4ADE TWBNTY - FottR HOURS IN ADIIANCE BY TELEPHoNE AT 4?9-2134 OR AT OLrR OFFICE FRoM 8:oo AM 5:00 PM
S IGNATURE OF' OWNER OR CONTRACTOR FOR HTMSELP AND OWNER
***********************:l****************************************
TOWN OF VAIL, COLORADO sEaEemnts
***************************!r************************************
sE,aLemnt Number: REc-0588 Amountz 78.00 11/11/99 L4z2L
Pa)ment Method: CHECK NotaLion: #25787/ALLSTATE IniL: KMW
Permit. No: F99-0019 Type: F-SPRNK SPRINKIER pERMIT
Parcel No: 2101-081-13-017
SiIC AddrESA: 600 VAIL VALTEY DR
LocaEion: 600 Vail Valley Dr 3rd level Bldg D, Norlhwood
Total Fees:
78.00 TotsaI AL,L Pmt,s:
Balance:
**********************:r*****************************************
ThlB Paymenu
Accourt Code DescripEion
MP OO1OOOO311T3OO MECIANICAL PERMIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
WC OO1OOOO31]-2800 WILL CALL INSPECTION FEE
78 .00
78 .00
.00
' Anount
60.00
15 .00
3 .00
- / --"--'' ds-rE.\:ru!r vrlrec \fi,ii.30;J29;l?o0iS: parcel #. ?ono' oF vArL coNsTRUcTroN pERryrr #lrr*.r',&L,r;.zrur .c.r:{l -ti_6r_, pERurf eppf,,rcaiioN-;oRtr- pps"ii. OA(aO / - DAIE:_ .^ci_;b;q,
- t APPLTCATIoN uuST BE FIL,,LED ou! CoupLEIELy oR rT ltAy NOT BE o"t"ilr"o .T It************!r**lt***t*:r***t** PER}iIS fNFORltATfOll r'rr***!rtr***r******l*********,l [ ]-Buirding t J-pluDbing [ ]-Erectricar. [ ]-]rechanr-cal t.--\ f ffJiOther *,r-t:J)
,f ob Nane:)t}ob Address:
I€gaI DeSeription: Lot Bloclr..=- piting sugDIvISJoN, 0
Owneirs Nane: -T-tl € ABs cc ,Address:Ph.
Address: [r{ !\4 f' - \[ Sl',\r)L, pr,.
GeneraL Description:
I !{ork crass; [ ]-Neer [ ]-Ar.teration [ )-Addiriona]. I J-Repair J ]-other_
N'rrnber of Dtrelling Units:Number of Accogurodation Units:
^Ist"
and tFe of Firepraces: cas Appriancas_ cas r,ogs l{oodlperlet If - --- "--'/ EE
It***:t*******************!t******t** vAr,uarroNs **r*r**r*t**rr****************t**!r -t
BUfLDING: $EI.ECfRICAL: I l{Eclieprcltl: $.--
R THFORMAIIoN ************** *rt*****r****
Tor.rn of ValL Req. No.Phone Nunber:
TO?AI:
Electrical Cohtractor:Address:Tonn of VaiI Rec. NO.Phone Nu:nber:
.Plunbing Contractor:
Address:Toq|n of Vail
Phone Nunlre!:
Toerh of Vail
Phone Nun.ber:
Reg. NO.
-)4<€ffi contractor: Duu-5Ta-iE Fre.E
***********'r******ttt**t*,r******
FOR BUrLorNe penuir ren:
Add
PLU}fBING PERMIT FEE:I{ECHANTCAL PERMTT FEE:EI.ECIRICAI, FEE:
OTHE:R TYPE OF FEE:DRB FEE:
OFFfeE USE **r*******:r********r*****r*rr*r
BUUJ}ING PIAN CEECK FEE:PII'}IBTNG Pl,ilir CIu:CK JIEES I.TEC'IIANICAT PIAN CTECK FEEs .REC?EAIION FEE:
CI.EA}I-UP DEPOSTT:
AOTAL PERIIT FEES:
Reg. NO.
BUTLDII.i!
STGNATURE:
ZONING:
SIGNATTIRE:
Pr,rJl{8ING:
fi *:l **+ *'t ** ** *** * I *!r *r * * t !r *+*f Eeneral Contraetor: Lt!-Drrv.Address: Q t, i:---
N\orB'tqon
TOI'IN OF VAIL
75 S. FRONTAGE ROAD vArL, co 81657
970-479-2L38
DEPARTMENT OF COMMUNITY DEVELOPMEMT
NOTE: TI{IS PERMIT MUST BE POSTED ON JOBSITE AT AIL TIMES
MECT{ANICAL PERMIT Permit #: M99-0035
Job Address...: 500 VAIL vALLEy DR Location......: 600 vail val-Iey Dr,#D-7,
Parcel No. . . . . : 2l-01--08L-1-2-007 Project Number: PR'J98-0L06
Status...: ISSUED
NorthAppli€d. . : 04/28/1999 Issued...: 05/03/]-999
Expires . .: LO/30/L999
APPI.ICANT CONCEPT MECHANICAI,, INC
, AVON, CO 8l_620
CONTRACfOR CONCEPT MECHANICAL, INC
, AVON, eO 81620 OWNER NORTHWOODS VAIL D7 NV
T I,ATHAM WATKINS, 533 W FTFTH
Description:
Mechanical for remodel
PlroDlacr Infornslion: Regtricted: Y Itof cas Appliances:
Phone: 970-949-0200
Phone: 970-949-0200
ST ST 4OOO, LOS ANGELES CA 9OO71OO
Valuat.i.on:25, 000 . 00
*of iiood/Pal]et:*of ca6 Log6:
Mechani.cal--->
Plan Check-- - >
Inveatigat'ion>
will call---->
Restuaran! Plan Revi e!,r- - >
DRB Fee---------
TOTAL FEES.----
Total. CaJ.ctrlat.ed Feea--- >
Additional Fees--------- >
Total Perlri.l Fi!e----- --->
Paymenla--------
500.00
L25.00
.00
3,00
.00
.00
52S. 00
62e .00
.00
628 .00
528.00
BAI,ANCE DT'E- - - - .OO
ITEM: O5].OO BUILDING DEPARTMEI,IT DEPI: BUILDING DiWiSiON:04/28/L999 KATITY Action: NOTE Routed to .lR-05/03/L999 CHARLIE ACIiON: APPR SHARLIE DAVIS ITEM: O55OO FIRE DEPARTMENT 04/2e/L999 KATIry AcEion: APPR N.,/A
DepE: FfRE Division:
CONDIT]ON OF APPROVA,L
1. FIELD INSPBCTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.2. COMBUSTTON AIR rS REQUTRED pER SEC. 701 OF THE 1997 IJMC, OR SECTION 701 OF TTIE 1997 IMC.3. INSTAILATION MUST CONFORM TO MANTJFACTI'RES TNSTRU TTONS A.I{D TO CHAPTER 10 OF TIIE 1-997 UMC, CHAPTER ].0 OF THE 1-997 IMC.4. GAS APPLIANCES SHALL BE VENTED ACCORDING TO CTIAPTER 8 AND STALL TERMINATE AS SPECIFIED IN SEC.8O5 OF THE 1997 I]MC, OR CTIAPTER 8 OF THE 1997 IMC.5. ACCESS TO HEATING EOUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1O].7 OF THE 1997 TJMC AND CTJAPTER 3 OF TIIE 1997 TMC.
6 . BOILERS SHATL BE MOTJI{:TED ON FLOORS OF NONCOTVIBUSTIBI-.E CONST.I'NLESS LISTED FOR MOI]NTING ON COI{BUSTIBLE FLOORING.7. PERMIT,PLANS AI{D CODE AIiTAIYSIS MIUST BE POSTED IN MECHAN]EAL
ROOM PRIOR TO AN INSPECTION REQI]EST.8. DRAINAGE OF MECIIANICAL ROOMS CONTAINING F{EATING OR IIOT-WATER
SUPPLY BOIIIERS SHAI.,I., BE EOUIPPED WITH A FI.,OOR DRAIN PER SEC.L022 0F THE ]-997 IJMC, OR SECTTON 1004.6 0F THE l_997 rMC.
********************************************************************************
DECT,ARATIONS
f h€lEby acknorlodg6 ghat I havc r6ad Ehis applicatsion, filLed outs in full tshe inforeation required, co![lrl,€tsed an acduraie plot plan, and Eta!6 tshab all tho inforualion plovided aE requircd is correcg. I agree Eo comply xith Ehs infonnation alrd plot plan,
to couPly ritsh aLl Tonn ordinancld and 6tat. lavs, and to bulld thi6 strtrctsure accordl.ng Eo '6 2oning and 6ubdivi6ion
cod6t, dqalgn ravier apploved, UlriforE Building Cod6 and otsher of the Tor.n
REQUESTS FOR INSPECTIONS SHAI,L BE MADE TITEITT{ - FOUR HOURS TN
SIONATURE OF OIfNER OR COMTRAC1COR POR. HIMSEI,F AI{D Ot'IIER
SrEala$rrE
Pa)dent
NuDbcr I
Hethod r
624. OO
cR {658
Pe-Dls t{o: !..t99-0035 fypr. B-itECH MEcH.eNIc.e! PERMIT
Percel No: 21.o1- 081-12 - OO7
Sit,e AddT.BEE: 600 VAIIJ VAIIIJEY DR
Loc.tion: 5OO VaiI Va1l€y Dr,*D-?, Northwoods
toEal Fe€B:
Pal|s.nl 628.00 ToCaI AIrIr PEts:
Balance:
529.00
52e.00
.00
Amount
500. 00
125.00
:t-oo
i * * rr i * *r *t a * t r a * rrt r, * rr *r r r * *t * r !r *t rt *a a * * * * * * * raii i r r *r r t **.rt t t
AccouttC Codc Doucription
MP 00100003111300 MECHANTCAT PER|.TT rEES
pF 00100003112300 PL.IN CITECK FEES
t{c oo1oooo3l.12800 tglln cALIr llrrgpEcrroN FEE
RPT zA Sg l2:4lP Concept' l'lechanical ' Inc.
0{-2?-Eg 03:42pr,t Ft0r{ JIil ClJIDA C0llST.
301 hdsr:t! 00.14-tu
(970.1 s49-O300 p. s
poj IbqS-0lo(e
TOWTI OF VAIL COi{STRUC?ION PERTITAPPUCAilOil FORI,I
II{,oDXAitrOrl f,ttsT lE coiplrn ol Tf,t AruclDoN xrrr. :r rf,.rEcrzp
- W tE 4b OoctU^s$rr Oiltg' d gl0rffi-^u tu Frd,l ]
f fnrrt ?1{\t ^ Ogt --!Z- O(57
tt I w 4(?z lgs -
hbNrd:
Bltl||nS( )no,ufi
Plnit#
Jo0A&*
Etrdh'I ( )l,edudcttfr)
nryn( )Ob.r ( )
lSrFoa AloMll|o! thlE
w*Y76_%fr
wod/ldh
sllfi* l_
II}?AL '
,\rlciltf
StrF il
Ton dilblitqirsain No.Ii6o I
Ftq r A:q-t---t
I?a-?Ptorf
EOROEIICEUTE
(O rr-_rb to
futtD0{q
Date Received
APR e8leee
Grc^tf upDFArT ncFu[prb ..
kel Dtr.dCla t4t- !lod- luhr-- $$dlvldor
OrrnNc:
Wot OG Ndr ( )
N&d7yForrbcAls gagA9tiec6.-"--,
-
Crt4!'
vAur Dorq
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CONCEPT MECHANICAL, INC._ffi *i::s: ;,i: lffi ';l"YJ:ir-Nl r" **lT_l:*, cororado81620
Pftono: (970) 90S(trm0
Fax: (970) 9tt90300
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CONCEPT MECHANICAL, INC.
PLUMBING . HEATING . SYSTEM DESIGN
Date Receivet
APR 3 o 1999
P.O. BOX 1165 AVON, COLORADO 81620
April28, 1999 ToTTtL P,+dEE-t e
;fi":'U^',u'- E*, i1, J. e .
TO: Town ofVail Community Development
FROM: Tim Rosen
RE: Ballesteros Remodel; Northwoods D-7;Yul, Colorado
Building Permit #898-0213
To Whom It May Concern:
We have oompleted our heat loss calculations for the referenced pro.iect. Total heat loss
is 45,080 Btuh. We have figured an additional load of 18,000 Btuh for the 150 square
feet of melted deck. We are not including any roof snowmelt in the boiler sizing. The
minimum sea level input required to meet these loads is I13,000 Btuh. A Teledyne
Laars fVIl25 will meet this duty. I have enclosed a cut sheet conoerning this boiler.
I have sketched up the mechanical room closet plan for your review. Further, concerning
the in-floor analysis, I have enclosed our data on the zoning.
Heat loss calculations are based on information provided to Concept Mechanical, Inc.
from Jim Guida Construction concerning envelope R-values and related construstion
along with the plans for the remodel dated 3-17-99. Interior ternperature figured is 70 F
with an outside design temperature of -20 F.
Also enclosed via fax is the plumbing and meohanical permit applications. Please oall
when the permit is ready. Thank you.
Encl.
P,Frfo
PHONE: (970) 949-0200 FAX: (970) 949-0300
hlcout
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,,FTELEDYNE LJMRS
6000 Condor Drive, Moorp8rk, CA 93021 r Tel: (805) 529-2000 r Fa* (80b) 529-5934
20 IndusHal way, f,ochester, Nfl03867 . (6031 335-6300 r Fax: (6031 335-3355
480 s. sereico Road wesl 0atville, Ontario, canada L6K 2H4 o Tel (905) 844-8233 r Fa* (9051 844-263i
lltho in U.S-A. @Ieledyne laars 1996 Docunent 10868 9805
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CONCEPT MECHAiIIGAI-' lNC.
PO-Eo( 1165 Avon. C,olomdo 816?0
s4s -o300 p. e
E/
^.*ro*r *--&-E- ^* V-?lo*'? i
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Fto|rc: (97o! 9a}{8OO
Far: (1170) 94!l{1itr0
TOWN OF VAIL
75 S. FRONTAGE ROAD vArL, co 8L657
970-479-2t38
APPLICANT
CON:TRACTOR
OWNER
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: TIIIS PERMIT MUST BE POSTED ON
PLU}IBING PERMIT
Job Address: 600 VAIL VALLEY DR Location...: 500 vail Val1ey Dr #D-7,Parcel No.. : 2101-081-l_2-007 Project No. : PRJ98-0105
,JOBSITE AT ALt TIMES
Permit #: P99-0023
Status...: ISSUED Applied..: 04/28/L999 fssued...: 04/29/L999
E>qpires. - : L0 /26/1-999
Descript.ion: Plumbing for remodel
*+ { *rrr*r*r {* FEa
CONCEPT MECTTANICAL, INC
, AVON, CO 81-520
coNcEPT MECI{ANICAr,, rNC
, AVON, CO 81620
NORTHWOODS VAIL D7 NV t LATT{AM WATKINS, 633 W FrFTH ST
Phone: 970-949-0200
Phone z 97o-949-020o
sT 4000, Los
Valuation:
ANGELES cA 9007100
28, 000 . 00
sul4MAItY i*rrr"rr
Plumbing----->
Plan Chcck- - . >
Inveatigatsion>
Restuarani Plan Revier >Total Calculated Fecs--->
Addilional FeeB- -- - --- - - >
Total Per it. Fee .------>
Paymen!6-----.
420 .00
105.00
.00
3 .00
.00
529.00
52S.00
.00
52S.00
524 .00
BAIANCE DUB.---- .OO
IICM: O51OO BUILDING DEPARTMEM|O4/28/L999 KATIIY Action: .F,PPR Routed Item: 05600 FIRE DEPARTMENT
,o 3fip.: BUILDING Divi-sion:
Dept: FIRE Division:04/28/L999 KATTTY AcIion: APPR N/A
CONDITION OF APPROVAL
1.. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECI,ARATIONS
I hereby acknovl€dg6 tha! I have read thia appl,ication, filled out in fuIl tshe inforhation r6quired. compLegcd an accuracc plot
p1an, and stat€ lhat all the infornation provided aa required is correct. I agree to conply ri.th t'he informat.ion end plot ptan,
to comply r.j,th all. Totrn ordinances and stsate lawB, and to buiLd t.his stlucture accolding to bh6 Town,s zonj,ng and aubdivieion
codeE, de6i,F rcviel. approvcd, Unifo-m Building Codc and oCher: ordi.nances of the Toan applicabl€ lhe.rctso.
REQUEsTS FOR INSPBqIIONS SIIA],L BE IIADE TWENTY. FOT'R TIOURS IN AD'VANCE BY TAI,EPHONE AT 4?9-2138 .OR
,i,1 {''
FROM 8!oo Al.l 5 :00 PU
t ((1.4,'4 1
9rMsELA E OF OWNER OR
a*tai.*ttttt!rtt*t'rt1t**rtttaaittrtt*.}ttttlltttrtta{attr,ltttt*tr.t
dor Ot lnt!, Ei'!OEIDO 6.!.!!GIG
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Plr|d.r tle s P99-OOa3 T!?e ! E-PU@ FIjr BrnC PERttIt
Prte€l No: r10l-0a1-l:-00?
git. ltddr.m r 3o0 tr! VIL&B} De
_ Locrci,on: 5oo V.il Vrll.y Dr tD-7, [orchrood6
lotrl !rG!i 52E.o0
tltis D.ydrnE 528.00 To!a1 NiL t|dgt! 5?8.00
Bal.nc€! .OO
rrlttaat€ittitntrlrtatt*tttrra!rtinrraiai,'**a,
lsclunc cod. Dtrcrlptlon lrcu,re
FP 00100003111200 9Ll[81M, PERI{IT lEEg 420,00
PF 00t00004112300 PG s cBBct( tEla 105.00
l|c o0r.o000311t4o0 w & cel;! IJ{tPlctlofl Ft8 3.00
,'{,,iloz' ,'c-I \y.! l.p,/1t.;t !',.,\i,,.\ r
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lrlrpef-titced
sllcrrhing f)ens€lass,
Gold Shearhing
DensGlasso Gold
Product Overview
)
GAIUBIT GUAATTNIEE
Description
I)cns,-Glus.** G-old is a trniquc ..pagxrless. shearhin,r p:ln-Ct mrdc ol a p.ltenrcd silico(te_rrc".rrecl core"surkl(e(l,wilh inorgani6 glasS mat facing.s nnd ir ''SOl(t lURali-rc{if(anr COa(inA.
Available Sizes/Dimensfons
Dens-Glrsr Gold is ar.ail:rble in rhicknesses of V, ot N"Fircsrop'. Type X.
Dens-Gl:rss Gold pancls are manufacrurcd in a <'sidtlr llnd f|', 9', and l0' lcngrtr"s. Orher lengrhs irvait_xl)lc LIP()n fequcst.
Dens-Glass* GoldUses
f)en-q-Glass Gold in the tnost vers3rile. rror,tblc-frcc
shcarhlng you can specily for e erior walls. ceilinlJ anct solfi(s. Sirnply adcl thc panels direcdv ro srrucnrral
Tltllg "n,l finish nt,ith your choice of sirfacins or cladcting matcrials.
Applicil(ion:i iderl fbr Dens-GLrss Gold include:. E\-reriot finish sysrcms wirh in.sutadon (EIFS)
' Brick \?neer Applicadons-caviry wall . Direct cxrerior liirish sysrenrd wirhout insularkrn (DEFS)-in recommcndcd Reoq-rDhic ureus onlv . Sinsle-Ply backing for rradiiiorirl itadding such '
:ls woOO, vinyt or composirion sidinC: rr.Ood
,shakcs or .shingles; .sroae <lr brick; cdnvcntional
stucco sysrem; and plye'oOcl sidinE otnels . Subsr.r(c for interioi finish
"ysremi ivhich requirc
:r superior firc and molrture resisanl pancl
EIFS: Dens-Glilss Gold pancls are reared wirh an e-\clusive alkali-rcsisunf coa(iOg. This coaring. DroDri-er ry ro cc()rqia-Pacific and dcveloped esp.Iidllv lor
l)errrGli.uss Gold sherrhing, ha.s .sevenl imDonant
ildvanurges for EIFS applic:,uions:. F.limimtes the need f()r I -sealer/Drirncr wirh
udhcrsively applied high-rlkaline'l:lFS
o Strengrhgns the bond bctween pitnel xnd
surfacing pnxlucr . Makes the parrel ore rc_siliurnt Io st',rfitcc watcr . Provides t flat, cven strbsrrure . Inside alnium area
The r..*sulr: labor cosr and callbacks go down-and
custorller sarisfacdon on etch projcc.i .grx5 1rp.
Br{cl Vencer::, Moisrufe rcsistant r Firc rcsistanr- I lnd I lxrur tire 3ssernblies . 6 lnonrh n,eathcr esrrostrrc . Building fek nor required. unless soccitjcd bv
designing aulh()rir)* or COdc
o Pr<rvidcs warer and ilir barier n i(h ioint protqc.
rion (see page l5).
Dircct Appucadon qrithout lruuladon (DEPS),
l'.xcellem suhsrare tbr DEFS rrpplic:rrions (.see oises
8 :rnd 9 for funher rlcurils :lnd'l;rnirarions )
Vhere to Spccify Dens4lass'e Gold
Specify: Dens.Glats Gold for any proiec s'here vou wanr rhc flcxibility an<! c:rs1, lnsri,llirion of rwosuin
shcarhing bu.! don'r want rlie headaches rnii'i.xpcn.se of d€lamintlion. dcterior-rtion. sl6ging and *uriing.
Where to Specify Dens-Glass' Gold
Firestop*
Spccify: AII J{" Dcns.Glus Gold Fircsron is ryoe ,X'.
U.se X" Dens-Glass Gold Firesrop whereicr fiii rcsis-
tiv€ sys(em consrrucrions are rc-Quired.)
E
)
3
Feeirre:
frop'rictary sllicone.trered core wirh glase nat
fece .^d back
Beoefit:
Sqpecior Weatber Protaction: papcr-faccd nro.rum
$gathing iu* cant handle cxposurl to ttre "fiiihJ I{atn, snow, and high-humidiry cause panels ro sag and urarp; the fice'.paper peels away from ttre core.
But Dens-Glass' Gold inregrates Darened silicone-
treated core *trh a glass mat hce ind back ro Drovidc .superb prolcrction from the elemsrs. Thesc pahels urill not dclaminrte or dcteriorare due to weather-wcn during consrruction dctays rhet last as long as six
lnon&rs-
Sone qraufacnucrg or buildlnr codcs oav rcquirc a sccondrry urcailrcr bairtcr.. Dens€tass Gold excecded ASTM rest criteria lbr
both Air Infilradon and Scadc warer Deneu?don wirh spprcved joiff finish mcrhods a3 alte.mates
to br.rilding felts (see pagc 12)
No:e Ylen uiyrg blildtng papers or house*rrps
such as.No. f 5.felt, Tyvek Or Amowrap over Dcns4lass Gold, insrNli via fasreners ihnr
Dens€lass Gold and inro frrming members.
That's not all, Dens-Glass Gold outperforrne ondinary
gyp.sum shearhing in other imponanr ways;
Sarcngth The flexural strengrh of Dens-Glars Gold is
appnrximately dre sime in bbrh direcions wirh each plnel: 50 p€rcenr ro 100 pcrtcnr skonger in rhe 4'srrcr$on rhan rhe srandard for gyDsum shearhinu. Thts
mcens Ders.Glass Gold can be-ii'isalled either v'eni-
cally nr horizonally $lrhbur sacrificing wall strencth
between studs. Dens-Glass Gold atso -protects and
helps sabilize srnrctural framing.
SUbllityi A low- coeflicienr of er<prnsion, l0xl06/incV'F, Dens-Glass Gold sheathiire is cxntoclv r,csi*aat to rippliag; buc"kllng o*-,r sryging; c*=n uryrcr numld CondiaiOnS-whiCh makCj it oanicu-
larly suiable for soffirs. Dcns.Glass Gotd excledcd
ASTM C-79 srendands for humidified deflccrion bv e facor of l0 in acru:l tesls over rhc standanl f<rr '
regula! gypsunr she:lrhing.
Firc pmtcction: Deru-Glass Gold is noncom.
hrsdble (as rcsred per ASTM E-136), so ir offers bener prutestiqn against firc rhan ordirrary glpsum shcath-lng. Surl-tce buming t€sfs (performcd in accordance with AS'TM E-84) show Dens4lass Gold ornels oro-vide lcro llen€prcad eod zro tooki aa:|bo_EeaL TesG of )t'DensGlass Gold Fircsoo. TrDe'X (pcrformed ln accordance wirh A,STM E-1f9j qiilifies
for a one-hour firc resisanr corxrntcti{on (Ut it).
Physical propcrtic6: Refer ro rhc chan on nate 4 for
a quanriativc comparison of Dens4lass Coid'ind reJr.
ular paper.faced gFpsum sherthing. By vim.rally cver/
crifical mg4sure of physical propenies and pcrfor-
mance, Derx-Glass Gold is superior to ordihary gyp
sum sheatNng.
Eary !o h.ndla Dens€Iass Gold is as lij;hrwcigtrt
and easy to handle as ordinary gyp.sum shearh;n--e-
and its s' lferior flenrnl srrcngdi in the 4' direcd6n
mrkes it far more rcsistant to -&magc in handling.
Feature:
Gless Mlr Faciogt
Benefit:
Glass facings acnrally penetrare righr inro rhe panel
iself, creating 3nd inregrarcd unifrhat wirhsrahds
delaminrdon. deteriorerion, qarping, and job-.sire
dema$e lar morc effedivety thari piperfeced shearhing
producrs.
Featurel
Werranty
B€nefit:
Ccocgii,.Prcitrc badrs Dcns-Glass Gold sfuh the
bcrt ltmitcd wtrenty in rhc indultr1r Denstlass
Gold is waranted to withsrand in place eliDosure ro
n'eether for a full six monrhs-wirh a five-i.err limiretl i\llrr.tnty agains! manufacruring defucr ani r lO-year
limired s?rranry when used ei a subsrare for archt-
re'cturelly spccified Exerior Insulzted Finish Sysrems (EIFS). Our confidencc in Dcns.Glass Golds -iuoeri-ori(y over any orher g)'psum sheathing is so srning nr' pur i! in wriring. Read our warranties on rhe insidc fronr cover of rhis publicrtion for full der:rils.
)
E
Produa Comparison
DensGlasso Gold panels vs.
Ordinar', Gypsum Sheathing '}
ProFrriar
Dctte-Glrss. Cold
Sbcotfnu
y,' R€ulir
GtDou[ Sh.arhiq
%'
D.nt4frr!" Gold
tirc'topi TyF X
%" Crypruo
Shc.rhing;IyF X
Ttrickncss. Nominal hches
vidrh,Noninil
Icngh Strnctard
rVeighr. lbs./Il sq. ft., Nominal
Surfaclng
&lcking Sffcn$h, Ibs./r (dry)
(Uldnurc - nor destgr vzluc)
Flcxural Srrcngth, parallcl, Ibs.
(4'week athecdon)
Humidlfi ed Deflecdon, inchcs
Surfzce Water Absorption, grzms.
P€rmeancc (pcrms)r
'R" v41."
Ilemc Spread
Combu.srible
cote
mat
4'*'A"
8" 9" l0'r l.:
1900
Inorgenic gass
6b€r mar
617
80:
.w
35
.56
0
no
no
4'x'A"
8'.9'. l0' r Z
Appmx. 1850
Papcr
540'
40:
r.6.
{0
.4)
l5
no
yes
4' x, '/r'
8',.9"ro'=u
2500
Inoryuic ghss
fibcr mar
7ll
100'
.73
35(cst)
'67
o
no
no
4' * 1*"
E'..9'.rO',2N
Approx. !{Of)
lrrpcr
654,
50'
I.6:
it
'56
t5
no
ycs
)
Irrt(rficc
Gypsul|r
Shcarhi€
Purq'nl : ;r {.(H-.{96: rl.ti79.t7}: 4,$10.16}
5.115..$5 ln(l i.!20,761; Drlx.r lFtcntJ lxnding.
NoG Sp(Clricd triE lor Dcal6lrd6 C-Lt shfllhtnt rr. dlinqt in Aslft Gf f.f?. rnd 6of grFr p*!d ctstldig..G d.rlo.d is AsrI{ GD.
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!
ELECTRONICS, INC.
lN4ay 29,2Q00
Mr. Michael McGee
Fire Marshal, Vail Fire DePartment
Vail, CO 81657
Dear Fire Marshal McGee,
The following is a list of items which are not reflected on the Fire Alarm Plans which we have
submitted for the remodel project of Northwoods Buildings B and E.
New Fire Alarm Control Panel ( s )
The current remodel project includes the complete renovation of the Hallways of the two
Northwoods Condominium Buildings. As such, we have the opportunity to run new wiring
within the Hallways, to allow us to replace the existing Fire Alarm Control Panels, with new
models that will allow for'addressable'Fire Alarm Devices for the Hallways.
We"have therefore included new addressable devices ( Smoke Detectors, Heat Detectors, and
pull Stations ) for the Hallways of the Building ( s ). Additionally, we have included new
combination'Horn - Strobe' devices to replace the existing Fire Horns.
As such, it may appear that the spacing of the devices is somewhat 'sporadiC, and that the
'spacing' may vary within the individual hallways and from'floor to floor'. However, we have
made provisions to install additional devices, to provide sufficient spacing to meet the
appropriate'listing' for the specifi c devices.
P.O. Box 534
Avon, CO 81620
( 970 ) e49 - 4638
FAX 949- 1928
mth u l@th u lelectronics.com
L
Existing Fire Alarm Wring
We have located the new addressable Fire Alarm Devices in a manner such that the existing
Fire Alarm Wiring for each of the two Buildings may continued to be used. Because a significant
portion of the existing wiring was originally installed in'conduit', this is the only practical method
of providing continuing detection within the individual Condominium Units, using the current
device locations as 'junction points'.
Using the existing wiring allows detection within the Units, both during the course of the present
remodel, as well as during the time period between the oument remodel, and the remodel project
whioh will address the extension of the Fire Sprinkler System to within the Condominium Units'
It is our desire to replace the wiring within the individual Condominium Units, during the
'remodel' that will include the extension of the Fire Sprinkler System. It is our further desire to
install addressable devices within the individual Condominium Units at that time, such that the
entire Fire Alarm System for the Building ( s ) will be addressable'
Fire Sprinkler'Waterflow' Alarm and'Tamper' Supemision Switches
At the time of the submittal, Thul Electronics did not have the information regarding the Fire
Sprinkler 'Waterflow' Alarm and 'Tamper' Supervision Switches that were to be installed within
the Project.
However, we have made provisions for Fire Sprinkler 'Waterflo# Alarm Switches, to be
associated with'Main Sprinkler' Alarrn, as well an individual Sprinkler Alarm associated with
each of the individual Floors of the Building ( s ). Additionally, we have made provisions for
individual or multiple'Supervision' Switshes that may be associated with the Valves for the Fire
Sprinkler System.
Finally, while we have made allowances for these devices, it appears that it will be neoessary to
locate the specific dwices'in the field', as it is not apparent to us the exact locations at this time.
Elevator Recall
We have presently allowed for a 'single' Elevator Recall Event, although there can be additional
Relay Modules installed in the addressable loop, to indicate further Elevator Recall actions, as
the need for this ariscs.
Ceiling Heights - Ceiling Elevations
It is my understanding that the 'Coffered' Areas of the revised Ceilings are less than 9" in
Elevation change, throughout the Building. we have therefore considered the entire area as a
'flat' Ceiling, for purposes of Smoke Detector locations'
I have included these comments to further explain the design and operation of the revised
Fire Alarm systems for the two Northwoods condominium Buildings, B and E.
I would be pleased to discuss the entire system in further detail, at your convenience'
I appreciate your assistance in the review ofthe design and installation ofthe revised Fire Alarm
systems for the two Northwoods condominium Buildings, B and E, and look forward to a
successful completion of this stage of the overall remodel of the Buildings.
Sincerely,
Thul Electronics, Inc.
n4h J{^^/-
Mike Thul, President
OEillnAf
The Thermotoch 302 Ssrios rat€-anticipation heat detec-
tors operate within a controlled range of two to three de-
grees of heir set points, regardless of the speed or rate of
temperature rise. These detectors are available in either
135'F or 194'F ratings,
The 302 Series are normally-open devices designed es-
pecially for fire dotection and alarm systems.
!:AIURIS , lmmedlate response. The 302 Series activat€
whenever ambi€nt air tempereture reacheS a
detecto/s setting, eliminating the thermal time
lag inherent in c,onventional heat detectors'
. Eliminates hlse alarms. The 302 Series do not
respond to momentary temperature fluctuations
below fre sel€cted temperabre.
t llnlvercal appllcatlon. The 302 Series can be
used in all areas for any $pe of occupancy.
. Self-restodng.
, HermelicalU sealed, shock resislant, corosion
resistant, and tramper-Proof.
PRtlrGlPlSg or oPERArloil
The 302 Series rate-anticlpation heat detectom re'
spond and activate the fire alarm immediately
whenever the ambient temperature reaches the
preset tempeEture setting. Under rapid heat ds€
conditions, the rate-anticipation feature enables tho
detector to respond one to three degrees ahead of
the s€fting. At he sam€ tlme, however, ltdoes not
respond to momentary temperahJre fluctuations be'
low the selected prot€ction level, thus eliminating
false alarms. When temperature drops back down
below the protection level, the detector automati'
cally reseb itself.
Ftre.Llre'ALarrns
ncorPorareD
Aprll 17, 1898
302 Series
Role-Anllclpotlon Heot Deteclors
5539 J.|.5H3M3'AY
E350'f BA Exceqt EPM)
(EPM modol only)
lpPHQtlloil ll|Foni|Arloil
302 Series detectors have a smooh-ceiling UL rating of
50' x 50' (15.24 x 15.24 moters) end are fie only type of
heat detectors having sucfi a rating on both lixed tempera-
ture and rale anticipation. The 302-H is designed for hori-
zontaf mounting and UL rated for 40' x 40' (12.19 x 12'19
meters).
Dttlil3lOll8 lilodcl 3O2l
Total overall l€ngth: 4-118'
Bere dlameter: 2n
art61g6At nAT|]lOt
Voltage
6-125 VAC
6-25 VDC
125 VDC
Cuftent
5 amps
1 amp
0.5 emp
tso-0001
Enginoodng end Manufaclurlng
Ouallty Syslom Corlllied h
lnlomadooal Standard ISO-900i
F l=-
--l
Med.In tia U.S.A-
Thls docum6nt ls not Intond€d lo bo u66d ior ln3tallatlon purpo8c8. Wc ity to koop our
product Informlton up-todaia ond ecdrEte, Wo cannot cowr 8ll lpedtc sppllc€tlon8 or
antlclpste all rsqulrgmanls. All spoclica ons ara subj€ct to drengp wlthotit notlcl. For
mor6 Intormallon, contad Flre.Llti. Phono: (203) il8,l-7161 FAX: (203) 4&{-7118
SjdFt|J€'ararms 12 ctlntonvllls Ro6d, Northbrd, conneclkri 0et72
DF-50673 * Paga1ol2
Thormotech Model 302 Serles Rate4ntlclpatlon Heat Detec'iors
ilIODEL NUiIBER DESCRIPTIOT{REFER TO
302-135 135'F redor Veillcal iloun0rp.tlob 1 below.
302-194 194'F hador Vedlcal [,lounlirE.
302-AW-135 1 35'F AFWeather Veiical lrotttilrp.
l,lote 2 below.
302.AW-194 194'F AlFWeatter Ve lcal NlotlnfrE.
302-ETl35 1 35'F AF.Weather Vedlcal t\4ourilirE.
l'lob 3 below.
302-ET-194 194'F AlFWeather Veillcal lllounf rE,
ti,i,i.i, f. if
302+t135 1 35'F Inbrlor l-lorlzontal ltIom$rg.
l,bb 4 below.
302-Fl-194 1 94"F Inbrior l-lorlanbl ll|ouilirg.
302-EPM-135 1 35"F ErylodoFPtoof ltiilountirg.
t{ob 5 below.
302-EPM-194 1 94'F E)plosiorrPrcof lttloun0tg.
AP+Decoratire wtrib phstic adapbr phte br rnuillrg
302 ard 3024W to 4" outet box
FINE SILVER
CONTACT POINTS
EXPANSION STRUTS
HIGH EXPANSION
SENSING SHELL O,O4O
ANODIZED ALUMINUM
HEATANTICIPATION
CONTROL SLEEVE
SETTING SCREW
DEVCON
No|o 1: For interior mounting in any atmosphers that is
compatible with terminal scfew typo conn€ctions.
UL rating 50' x 50' (15.24 x 15.24 meters).
irot€ 2.' Humitically sealed lor moisture-proof or dust-
proof installations. Requires no special backbox
when the all-wea0rer leads are propedy spliced
to THW or squfualont type wir€.
wote 3.' Humitically sealed for moisture-proof or dust-
proof installations. Requlres no special
backbox, Has plastic hexagonal wrench grip
bushing with 112' (1.27 cm) conduit threads for
attac,hrn€nt to threaded hub cover, or any outlet
box.
,Vo6r 4.' Same as model 302 €xcept designed for hori-
zontal mounting. UL rating 40' x 40' (12.19 x
12.19 meters).
Itloia 5.' Explosion-proof for installatbn in hazardous lo-
cations. Has hexagonal wrench grip bushing i with 112" (1.27 cm) conduit threads for attacfi-
ment to threaded hub cover of Series JL lixturc
fitting as manufac-tured by Killark Electric Co., or
equal.
HERMETIC SEAL
Cut-Away Vlew, ACruAL SIZE
?ago?olz - OF-50673
LL-STAT€
#'Fffi
i$rw-'1.i
fu,,ti#
HYDRAU LIC CALCU LATIONS
AND
PRODUCT SUBMITTALS
FOR
NORTHWOODS BLDG D
THIRD FLR. HALL
VAIL , COLO. bpAs{mr-NT
vAilu-[ff;*?-T'ffi-U"
,{..i
f'rti q'
,}|F
PESqq 'oobo ' -i4q - oor1'
6045 E. 76th Ave. # 12
Cornmerce City, CO 8OO22
(303) 288-3901 r Fa (303) 288-1936
Date Receive
NOV g B rugg
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ALL-STATE FIRE PROTECTION, INC.
5045 E. 75TE AVENUE #12
COMMERCE CITY, CO 80022
I IIYDRAULIC CALCUI,,ATIONS
I
FOR
r NoRTTIWooDs, TTITRD Fr,R.
r HAIJIJ UNIT SUPPLY CAL,C.
t DATE: Nov 03, Lggg
I
I
I -DESTGN DATA-
I OCCUPANCY CLASSIFICATION: REIDEI'IIIIAIJ 13R
I covERAGE pER spRTNKLER: 2ox2o SQ.FT
I GAL,,LoN PER SPRTNKLTER: l-8 GPM r
NUMBER OF SPRINKIJERS CALCUI-,ATED: 0 sprinklers
I TorAI-, SeRTNKLER wATER FI",ow REQUTRED: 0.0 gpm
I TOTAL WATER REQUIRED (including hose): 80.0 gpm
r FLow AND pREssuRE (@ frg): 8o.o gpm @ 107.e psi
I spRTNKLER oRrFrcE srzq; 7/L6 inch
I
DESIGN/I.,AYOIIT BY: NORM THII,GES
I AUTHORITY HAVING JITRISDICTION: VAILr
I cAr,cItLATroNs By rrAss coMpurER eRoGRAM (r,rcENsE * 6o3cg88 )r HRs sYsrEMs, rNc.
II ATLANTA, GA
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I r SnRTNKLER sysrEM ITvDRAULTC Ar{Al-,ysrs page 1 Date: LL/03/L999 NO3.SDF
t ,JoB TrrI-,E: NoRTIIWooDs BLDG.D,THTRD FLR.rJNrr suppl,y Ar{D I{ArJt spRrN.I WATER SUPPLY DATA
I SOURCE STATIC RESID. FIJOW AVAIIT. TOTAL REQ ' D
I NODE PRESS. PRESS. @ PRESS. @ DEMAMD PRESS.TAG (PSI) (PSI) (GPM) (PSr) (GPM) (PSI)
I SRC 130.0 90.0 3600.0 L30.0 80.0 L06.2 T
I AEGREGATE FIJow ANAIJYSIS:
I
I TOTATJ FrJOW AT SOURCE 80.0 cPM
I TOTAIJ HOSE STREAM ALLOWANCE AT SOURCE 0.0 cpM
OTHER HOSE STREAM ALI,OWANCES 8O.O GPM . TOTAI-, DISCHARGE FROM ACTIVE SPR]NKIJERS O. O GPM
I
NODE ANALYSIS DATA I
I NODE TAG ELEVATTON NODE TYPE PRESSTJRE DTSCHARGE (FT) (PST) (GPM)
I SRC 0.0 SOLRCE 106 -2 80.0 L 29.0 HOSE STREAIVI 70-0 80.0 I 3 3:,2 r 4 -1-o BD -9.0 t ;:" -3:B
t
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77 .6
94.9
98 .4
L09 .4
r_07.8
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PF
PE
PV
PF
PE
PV
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SPRINKLER SYSTEM HYDR,AUI,IC AI{AI,YSIS Page 2
Dare: !L/03/)-999 NO3.SDF
JOB TITLE: NORTIIWOODS BLDG.D,TIIIRD FLR.UNIT SUPPLY AND HAL,L SPRIN.
PTPE DATA
PIPE TAG
END ELEV. NOZ. PT DISC.
NODES (rr1 (K) (PSr) (GPM)
Pipe: l-
L 29.0 H.S. 70.0 80.0
2 29.O 0.0 76.L 0.0
Pipe: 2
2 29.0 0.0 76.L 0.0
3 29.0 0.0 77 .6 0.0
Pipe: 3
3 29.0 0.0 77.6 0.0
4 -1.0 0.0 94.9 0 . 0
Pipe: 4
4 -1.0 0.0 94.9 0.0
BD -9-0 0-0 98.4 0.0
Pipe: 5 BS -9.0 0.0 109.4 0.0 BD -9.0 0.0 98.4 0.0
O(GPM) DIA(IN) LENGTH PRESS.
vEr., (FPS) HW (C) (FT) SUM.
F . r.,. /FT ( Psr )
-80.0 2.009 PL r-10.00 PF 6.1
8.1 150 FTG 2E.T PE O.O
0.047 TL r-30.00 Pv 0.4
-80.0 2.009 Pr., l-0.00 PF l-.5
8.1 150 FTG ETB PE O.O
0.047 TI-,, 31.50 PV 0.4
-80.0 2.469 Pr, L20.00 PF 4.2
5.4 120 FTG sET PE 13.0
0 .026 TIJ 1-52 .00 PV 0 .2
-80.0 4.026 Pr. 9.00 PF 0.1-
2.0 l-20 FTG ECG PE 3.5
0.002 TL 43.00 PV 0.0
FIXED PRESSI]RE I-,,OSS DEVICE
11.0 psi, 80.0 gpm
Pipe: 5 -80.0 4.026 PL 5.00
BS -9.0 0.0 109.4 0.0 2.0 120 FTG 2E
FLG -5.0 0.0 107.8 0.0 0.002 Tr, 25.00
Pipe: 7 -80.0 4.155 PL 340.00
FI_,G -5.0 0.0 107.8 0.0 l_.9 L40 FTG 2ETG
sRc 0 .0 sRcE L06.2 (N/A) 0 .002 Tr, 40s .13
NOTES:
0.1
-t -7
0.0
0.6
-2.2
0.0
(1) Calculations were perfonned by the HAss 6.4-0 computer program
under license no. 603G888 granted by
HRS Systems, fnc.
4792 LaVisLa Road
T\rcker, GA 30084
(2) The system has been balanced to provide an average
imbalance at each node of 0.012 gpm and a maximum
imbalance at any node of 0.082 gpn.
(3) velociLy pressures are printed for information only, and are
not used in balancing the system. Maximum water velocity is 8. L ftlsec at pipe 1-.
SPRINKI,ER SYSTEM HYDRAUI-,IC ANATYSIS Page 3
Date: LL/03/L999 NO3.SDF
.TOB TITLE: NORTIISIOODS BLDG.D,THIRD FI-,R.IINIT SUPPLY AIID I{AL,L SPRIN.
(4) PIPE FITTINGS TABLE
PiDe Table Name: STANDARD.PTP
PAGE: A
Diameter (in)
2-469
4 .026
PAGE: M
Diameter
( in)
N
NPTee
6.00 12.00
L2.O0
l_0.00 20.00
20.00
MATERIAL: S40 HWC: 120
Equivalent Fitting I'engths in Feet
ETI-,CBGAD
EII Tee LngEll ChkVIv Bfyr/tv GatVlv AImChk DPVIv
4.00 14.00 7.00
6.00 22.00 L2.00
1.00 10.00 r-0.00
2.00 20.00 1-0.00
MATERfAIT: CT-M HWC: l-50
eguivalent Fiuting lJengths in FeeE
ETFRCSG ElI Tee 45-811 TeeRun Couplg SwgChk Gatvlv
N
NPTee
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B
BfyvIv
2.009 5.50
7.00
PAGE: *
Diameter (in)
9.00 2 .00 0.50 0. s0
HWC:120 MATERIAL: S4O
Eguivalent Fitting lJengt,hs ETLCB Ell Tee LngElI Chkvlv BfyVlv
9.00 0.50 9.00
in FeeL GAD
GatVlv Almchk DPVIv
4.l-55
N
NPTee
lL.66 23 .32
23 -32
7 .OO 25.65 13.99 2.33 23 .32 Lr_.66
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(
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t2L+
l-l-0 +
99+
88+
77+
66+
55+
44+
33+
22+
111
SPRINKI.,ER SYSTEM HYDRAUIJIC
DBt€: lL/03/L999
'tOB TITLE: NORTIIWOODS BIDG.D,TIIIRD FLR.UNIT
WATER SUPPLY CURVE
L32+
* 0\\\
AI{AI.,YSIS
SUPPLY AIID
Page 4
NO3 . SDF
HALL SPRIN.
\\\\
x
\\\\
LEGEND
x = Required water Supply
l-06.23 psi @ 80.0 gpm
\\\\
\\\
\\\\
\\\\
\\\90.0 psi @ 3500 gpm-> *
Flow Test Point
tl
tl
|l
tl
tl
0 = Available Water Suppty I
L29-97 psi o 80-0 gpm
8001200 1600 2000 2400 2800
FI.,OW (GPM)
32 00 3600 4000
-' JFCi-23-r313
I I u t JV,' ,511 JUDU
IJRII.II'IELL SUFPLY DEN.
, ALLii tA I E rlfit rrul
JB3 32t 3A5g
ea, Jovrl
14:23 page 1
P,91./12 t
I 0JJG^ -. t)-r^
CONCEALED PENDENT SPRINKLEHS RESIDENTIAL I MoDEL F978 DESIQNER, BULB TypE, e.2 K_FRCTOR, tss p
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The 4.2 K.fac{or, Modcl F97$ p^ri^^. A ' 3'vlc
ar Rosidentiat bon"uirdi piiiSlii l' -g:a
Sprinlders (Rel, Figuro.A) aro a.uto. i.u,n. i:i,fi0 rnatic_sprinklers ol tho frahgibts butb t.N;;. ;an;'ryP9, I ngy are t0 D9 usod in; o,Mrx, 2,7t18
. wet plpe resldentlal sprinkJer sys-
te,Ts fof one. and hyo.Iamilv dwA -
lng_s anc moblte homes cei NlpA
13D,
r w!t plpc ;csidcntial 6prinkler sys.lcn! lgt icalCgntial ociupaneres uo
tc frur 6lor:e6 in heioht'oer NFpA
134, ErJ
r $'et Fii s. Eprlnkler sysrems fof the
t9ercen:'at pcrflons ol 9ry occrl.
tarcy F6r NFPA 13.
ufr
81,1
t/2'( rl.z'|al
a 0JU s l'y ErJl
4,0
68,8
49,2
35,8
6t,9
0
I
I t
C3V:R PLT'E ASSgM!LY
I t9laJ
FIGURE A
4,2 K.FAOTOB MODEL F97g DESIGNER RESIDENTIAL
CONCEALED PENDENT SPRINKLERS
sPhtNllt E A/HouriTlhS cuP
455:M 9LY
The,s.mall Ccver plata is f Iat, lo blend
In }Yltn tn3 C:tling f0t ai.l aesthet;cajiy
pieEsrng enJ te:at,vBly ur,no:lceab:B
app.sraii3.. Siancjard linishe6 for tho Coyel.Pialr are painied whiia and
sBlin chrcr,g.plaieC. Other factory Ap.plieC pa;n:eC finishes fcr the Covlr
Plala are :v3il:,bis on special cice r.
Th? tepaialia iwo-piecs desiqn o{ the Cavar Flala and upuntino dur As.
semblies ailows insta at-lon ci, the
Epriik srg ard pressui,g testing of He
rue prote:!on systerit pricr lo installa.
ticn ct a 5',,isp9ided ceilinq gr at:lj:a.
ticn of ths finish ccating- to i fixed
oetrln3, Ii:sy alsc pefmit remayal ol
susp,endsd ceiling panels for ac.ess tc DUri:tng seiyice equipine nt, wilhoul
naYiig lo Ii:sl shut d3rvn ths fire F(0.lEctlcn s)'t:ern and reiriova sprinkisrs,
AJq9, lfs s_eF_g:a_bla t*o'pie:o design
ol the tho F97E Sprinkiei proviCEs f-or
1/2 inch (12,7 mri) ol veiical adJust.
ment, lo tsJlco tho accufacy to wiich
the.lsngth cl lired piF:e drops to the
DpnnKiEnl ilust bg cut-
The F973 S:rinkrer is sh:ppsd $.ith a
_Dispcsab:e Pr0:e ii','o Cab'eg sh:rv;r
In FIIU16 3. Ihs Frotecitva Cep Is tem.
Porailly 16;rcved.lo install th6 Fg7g,dnd rhen rei'sced to protect the F97g
wnllg iie cei!in9 is beinq in6lalled end linlsnei, Tl13 tip ot thE Cip can also be
useS to nafi the celler cl tile cell:nd hols.lnic p'astet boarJ, ceiling tiles]etc. by pushing the ce inq p-rcduci
ssajnsl th6 Cap, When tne ieiting in.strllrtion is compleio, lhc Csp rs re.
PrinreC li U. S,A, 1.S6
t
I
!/l?'6aP (!.4 oml
moved ancl tho Covef PlatE Assembly
Installe d.
The FSZE Sprinklers havo b€€n d€.
signed lo cperate wilh a parllcular tem.
Pcralure rating tnd hsat responsiva
lhermal charaitericlic, ar weil as lo
dischargs.water In a specific paftern
and quantity per squarri toct r6iation,
ship, The coinbinaiion,of th6 pedor.
mance characleristics rihich ara esso,
clated with th€ F978 Eprinkrers havo
t'een proven lo help In'ths oonlrol ot
residential typo firei and, therefore, to
lmprovs ihe chsnca for occupanls lo
escspg or be evacualed,
Fir6 sprinkJet 6ystemg are nol a subsu.tulo for lnl€lligenl fire fafsty aware-ness or c0nguuctlon mSterial8 and pfactlce,6 requlrad by building codBs.
The 4.2 K-tactor, Mod6l F978 Desion.er ReslCantial Concealed Pendinr
Sprinkle;s aro lisi€C by Underuvritars
Laboratories lnc. and' Underwriters'
Laboratories ql Canada. Tho listino
only applies to th6 ssrvice condilionl
indicaled irr thg Ggncral Technicel
Dats End Flesidentjal Design CritEria
secti0ns,
Any questions col'icefning an interpre-
tEtion of NFFA 13. t3D, ol 13fi spiink.ler systern deslgn/installation slan-
dards, rs well as requests {or system
deslgn/installatlon etanCarCs nof pf es.ently covered by NFPA 13, 13D, or
13R, should be adCressed to the;
Sccratary Slandaids Council
National FitE Prolectlon Assoclation
Balisrymarch Park
Quinci, MA 02269
TAIL\'IAGS
The ltodel Fg78 Detlsner Retl.
de ntial Concealed- Pcndent
TD 9e 4l'
l._ft i'I
t,-r r-14- L2JJ III{ I TII'IELL 5UF'|JLY UE.T{393 3?1. 3rrt8 P,DZ/tz
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SPArNxrti/ TloUNI[.t cup AttatrlLv
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FIGUFE E
DISPOSABLE PROTECTIVE CAF FOR FE78 SPRINKLEE FIGURE C
NOMINAL DISCHAROE CUFVE
a!
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::tt"I-tli " qrl(ort'' rrrr''!t lqtrl
DrtCr^rcr rfl utEil ftt r/xutl
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cotnpti_once utth thlt documcnt.
:iri :iE #' ix ", k:" fr! x :!i 1l:i fiokction Atrcclatio4 in eddi.,ron to tf,a ttendatdt of any other eut r,0 ritle. -hao i n g J u'ried-ic tio *
la!(vr? ro d4 60 md! impair the hteErit! ol the|e deiicesi
i;;zr: a : ! ":#, a"", i,f,?, "8i,,.!.Ii,Elr,Ti.'iiif 'f"t,3*:"if,I;!,n:
F,ii; :;iiw #,i! J1rril
^lz K!!.4Tti'[billii";f :'|#"'",""1
n :x* : : i,!,! i:tr, f,fJi x",* *
Eutacnce and dpproval,
It It .thc ;espondbilitt of an {n.ttatttng _c.ontraetor ld piouide a aoPl.ot ttr, d4csnuat talhe ownee
?[i7l{f'"f,i;:!t:":r"#!,T,ii{it
Procrq ..t.cop! of thie dacument to 4 EUCCee€tk!! otEnen
A1 g*,^f, k retponaible for metnta,t^tiE thetr Fn protection
i!,Xfl :8"{;!"[f,iy;'ii,o,tr"i:Li:;
it:t#:r{{,it!:ii"!*LTiri:ti;
Ji "n1ri [',i'tli ".*:3!'' jJ'r?i'J3l;
ypJlqtSr€ f q are avaitablo ln a
,1..-?. F/68'q lemperatura,ating,"ani
lney_aro rat3C fot USe at a naxrmum seryrca pressufg ol 17i pil (12.i bar).
I ne nsmtnal inslsllatioil dir:rdnsioni
Fp given.in Figuro A. Srandud fin.::ln rgr_ Tq oover. Plat6 arc Painred y,lilg _aqo. 68!in. chron6; ho*ever.orner painled thlshes ior the Covei rrai9 are avallab:g on speciel ofder,
F! t Js T'',li', 5' i..,' [lir,:..d Tio'il,:[:rBseni8 thq floq.O" in GFM (Lpt4) ig oat6rmined by the formula:
a= K,,IF
i1!:"ie" qle ncmtnal disctargo cosffl.crsnl 'K' s .4.2 (S0,S); anO -i. equii's
l[3.f...'0r", flowing'prcssuru iri ssi
Tha F978 Sprinkler consisls ot two as.
tr'J;yd,,{r,,yii}.'##'";:ll
Ifi ,?,: q "l 1s #t'18s.9,,fi t j,il?l
Jr^a:s_a_ -b1gn.q Frar.n€ per ASTI, Bl70
qv^5/.6-oq) Fn_d a brgss orifics Inse,l o3r ASTM BI40 (c32000). The 3ur[o;
6l;tl;t'ft3ii:iil{;i''j,'trffi i
!'.'d ":is "J' pilt.l, i ld f 3 xt lTtlll
Pl40 (c3t400). Ths Gasksied Sprinq
5 l? Ef H,T :.;ifJ,,i:i i:' f,T,ii'JI
:"it l[lF';:. r d'iiTB:i:i',1'l!
$:,':.','si:,i'sil:*i$}ii.iH,i#
phoaphor bronze per CDA Alloy 5lO,
and theYokE ls hi{h strength orase,
The Fram_s lg 66cured to lhe Mounllno
Cup.and i,lounting plals with e piJiot
t!91 B:lainins Ftng. The Moirntrng
9up, whtoh ls chromg ptated 0,027
Inch.(0.53 mm) thick, lowbarbon sheel steet, Ig 6:-axed to a slainless sieol
M.ountlng PIaie, and ths llountin!
$iiliFj,.#!.::i:t3lti{,T11T,.#:l
A polyethelenr lisposabla Frclecriv6
i,,.ph ii'J;il$l,fl ,?,ii fJ:'J$i."., E il
Th€ Coyer Pleie _Assembly, which
Ecre\,\,s 0nto the Sp rinkle r/l,,tbuntin C
k-!P AsFlmbly, cgnsisls ot a Ceve?
Flate whioh ii sold:red to an Encto.surg at threE equidlstanl locations
19u^11 lls !s'iqlery. s ot-Car,h avirrs a remporalurg rating of t3S.FlSZ.d is uscd wiih Cover Fhle tusambly, ThJ Cover llaia End Enciosurb ars'bresq pcr ASTM 3ss (c26000 cr ceelooi, A
Jy!€ 302 sla;nl'e$ steel ccmpressjon
sp_nn! rs tocatsd briwcen the llango of inE Enctcsute and lho Cover plaG, tc 6n$urs separation ql ths two pie6ei
wnEn th€ Eoldef melts.
When lhE Cover Ptato Assembty is ex.
Posei to A _lgmperalure gdticient tO rusS tng sotdB h6.cover plate will tall awa)' trom ths Enclosure which allows
tho Defleclor to drop end {o expcE€ kre sPfrnKlcl tor 0p0ralion,
,,NOTES
Absence of the Coccr prctc Atten.gtt mat de(a! ths tine to eprinh.Icr operatlon in e fire tltuition.
Ei i
"
:'"i!, !' ii :l';Ef, ? t !* : ",i r.Ezre D cannot be ueed to hold,
I OuPont Flegisterod Trademark
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lpf,lxrl tr / youHl rio cgl ASSEI tLv
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Received Jan-29-99 OZ:SBpm
' Jf{i-A9-1939 !4t21 'from 303 321 30SO
GRII.II.IELL SUFPI-Y DE}.I
ALLSTATE FIRE PROT
303 3?L 3q3s
page
P, B3/12
. FIGURE D Mo0EL FgzE coNcEALED pelioerr spntxKLER AssEMBLy
Thotnal Borponllvo Crllorlo, Atl
f!sldantld spdnkJonr wlthln q oomDarl.
menl (as daflnod by ths NFPA) mu6t
havc tho gamo hoat rgeponalvo ther.
mat chanctodotlo. End the lr t€mpcrl.
lurs rstlno3 must bo whhln to'F of
each oth6r.
NOTE
Do Nol vtc rprtnhkn with a tem.percraru rcilng hl1her than nzc.
enaryt b cooer e particulor arca,
Hydrautlo Declgn Crltlrla, 169 6lnl.mun requirgd ainglo and multiole
sprlnklor llow rat6E are glven lo Table
A f0r lh0 ma,\lmum attowable coveraqe
arear, Thr singlc spdnkJer llow rale-iE
lhc mlnlmum requked dlscharse from
th9 mqst hydraullcally demancr-hr sin.
g16 eprlnkjdr and, the hultiple spri-nkler
tlow rats ls tha minimum r'equiiad dis.
chargo (rom 6ach of tha lotal number
oJ 'dcsign oprinklers' (as specified in
NFPA t3, t3D, of t3h).
NOTE
The_number af rpnnFtcre u irin
c_4h comps|tment (at deffned 6X
J!'2rPA rt; IlD, or lSR), must bz hept at few u possible, Do NOT ute trore sitrinhlert fficn neceg.retT lo coazr a particular tpace,
Spray Ccveraga Crlteria. Figures E
snd-F proviCs epacing rules thit must
be follorved lo assurb thal ths FgZg
SprinHerawillproviCe th eir design dis.tributlon of waier spray. Nonin jl wet.
tlng patterns for rhe F9Z6 Sprlnkiers at mlnlmum r€qulred flow bondltions
$eJ, Teble A), are illustrated in Figure g, fol seleded cqveragc areas,
OFcratlongl Scnsitlvity Crlterk. For propcr opcraiional s;nsi vity. the
Fg?tl Spdnkter3 rnust be insrailaa b6-ncalh solid ceitinos having a ei.irooth
flal or lextured surlaco and in acccr.
d8nc€ wlth Figure A.
The.F3ZB Sprinkters must NOT ba usEd abova. gr beiow open,grlCded
type suspsnded ceilings; bene-ath so!-
tit6 or brams having a depth ol more thrn 4 inchrs (101,6 mm); and, wirh
boam!, joists, or ducts havinQ a heiohl
ol -morc lh8n 3 inchcs 176,d mm) Io-caled within rh6 sprink'ler cdv6iage
areag.
NOTE
Eecrnr feujng c treigftt of more (hen E lnchet (78,2 mm) ir.ev 6a Io_catcd u'ilA t*sir centerllaet dlong th4 boundoriet teparatin4 adJacent rprinhler Eocerage anee&
It ls recommEnded ttal as part ol ths sprnkror syelem desi3n. the desiqner teyi6w lh8 dwelling phns and. n Fere
eouHllfio PLAI(
oEFrgcTof, Af,M
r0l( 8
'EFLECTOi
CONE
€FtECr0R
QRrFrCa txttRt
BC tArffl N0 Fth0
6l3Xt1!t
EPiINO IrAtt
eulr0N
coxtit!3,otl 9CRtW
ls thc F978 tn poiltlon The FSTE
F:;Wiii#,1;:,;;:;t'?;,fr .
f,#"'tw'ilii;!{i!}i":,;!:;;
Eecured in- potit-lon, Feaitio'n
Iorcce .recuttftlg fron eprinhter
opeftt{o_n could etrler tis oriefttd-tion s,Ed ttctcr dittributiom
Jl'iif,5;11,ffi ',J[ ttilijJ',?i'J g ti
Fpnnklel'tt rnu$t only be ln$tal:ed and ulxjreo ln accordance with the follow.
il9-d_el9lib!d griteria. which ar€ pro-vloe! Dy the manulaeturer.
NOTES L Retldentia.l Firc Sprdn,tler Svr.temt ..hotlg, gtltt be dcttniea cnd tnttglkd, b1 thote qomne.
tent- cttC complelely femtllar t rut errt.ome o zprinAter 4r.lem detlgnr - |m tillztion prc.
c edu rc t, a nd t ec h n iqucz.
2, Seuercl.crltcrle ma epply lo the ,iattalbtion aal uTinL oF
e.ec h t p rinklc n Co re e asdnt Ii.tc tt recommended tftqt tl6
iF it {,idI:E? "r :l{i il,ir.
iir :f :il:i ; I *:. fl, nF ! il i .nE.the deEitn of lha eprinktcr attrcm
3, $se-8ftgnf- concertlng ryrinh.Icr il.l'fu,lLstba and iralee cri.t-grtu -w-l2tch orc not couind by thc folla uing t-natructtoni;
.I.,ould h no.l|c'd to ttp attei.tbn of tln Tecl,nical Datc De..p ar_lma4t. Include chetohit cad behnicel Ceteik, et ep.
PrplrnQre.
1 In rcme iy1!a,ne1a, the 'tzqaiv.menfu of this documeni may cotczrr rpccffcalione uhlcf,
?r? rurc ,trindcnl and, which Jckc ttreccdaftce oucr thou tpz_ci@- iz lVfp.{ tg, NFPA rED N?PA rsB or by'thi ii.
t ho ri+ hep in g j ur1,t d i t,:o tL
E Ttg ryrqy frtm the FgrB te dtc.trtoulgd, ral,izuj outrjcrd end
f,,rev,F Er,:!;:{!itrii,rpnnErar.- rrrutt 6e located
3,tEh ChaC ,hert rDlll not 6E 6,nt bl[nd tpecet -thicldtJ, froit .p.t-lat At gnrtlChne rcoin at v(dert, Quethafiga or othet Fa''r of llr€ doelllit rtructu'Y.
Fflb'sJrffi [1.;,,:i !l'l rtl
"],,I1
:
ln.t{el prpa 6prinkle( syslerils $ith all
iJi[Tli3#ll?.'1''J,'.t,0''3l. l'ff il
m,uJT! ternp€relure of 4Q,F/4,c, and
wRh walar suppliog which sro Eubsisn:tia y, ffe€ o.f contaminanlg And o,i['*u;rot, *,r. sreatof fian riE inch
l:
ls
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covER PLaJLAS.S€yBLY
'l:
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JFft-29-1999 14; 2E
| | vrt 9!'r, \)4, I opJU
ISRINI.IELL gJFFLY DEI.I
ALLUIAIE T IFE TNUI
303 32I 3A3g
page r0 P.Ig/tz
rpproprirlc, advisc th€ owncr ot hk
rcpr!rrnlEllve a! lo the lollowlng,
l. Linleb ol rl leart 3lnchep OB.2mml
ln hcloht dnd Droterabty'8 lnchEi
(2C3,2 mm) shdutd bo u6sd over sll prsrgrwrys from one rprca to rn.
oher, 6 616e;16 roduco the Dorslbll.
lU ot tprlnkbr oDcntiong orrtride ol
llic fim area
ll. Bcsmc of at least 3 tnchos OE.2
mm) ln helghl rhould be ugid io
bordof ^lch ot 5 or morc adjolning
rrcrg ol F9TE SDrlnklet coieraoi
ffihin the gama 'compartment),ln
ordor to docroaEe the timo to flnt
sprlnklet operatlon as wqll as lo re.
ducc, .thr po66lbility ol multiplr
SpnliKi9r opefations.
Cold Soldcrlng Crltcrlr. Fiqurer E
and F providc thc minimurn ipaclng
requiramJnt! ^a:es3ary for picvent--
ing tha vretting (1.e,, colt soldbdng) ol
lne hoal fesponstve elomont (tsutb) ol
a n0.'t-e;eralrd F97g Sprinklef, which
is aCla?enl lo one whloh' has op-erated,
Hrrt .Sourca_Crllrrh. Flgure H out.lria8 tne raqutremenlS rels ng to prg.
venling thc'possible reteasi oi an
F3?8 l..c ri responsive elemenl (tsulb),
du3 l0 rxposurs lo heat sourcss oth6r l,lrl etnorrnal fir..
llRC ilcK T^l
lfdYn{o cuP
t.tzre' (?l 'in)'iet
t/1'RACHEf 9Rlvf
|fJorc!flr,Jo Eossz9 lF€ t{ LINE r/i[H oEFL€Clott any3
FIGURE J
I'|ODEL6 F87{ SPRINKLER WBENCH
e
J\'olEs . Retidcntiatr Firs Slrhller Sve.lent thauld onty \e'dzdsned c'nd inetalhd 6y thotc compilent and complete$ fimiliar' vith cu.torrrstb eprinhhr tl en daign,lnatallatton procid,ure q ini
secBlurques.
Tln Tqehntcal DBld D€pertment
ehould ba contacted rEtatluc to any quett'.nr"
The ft)78 Eprinh|er inoperatiae uith the Dhpoteble piolectice
Cap in pla,ce.-
Do not lnatstl dny bulb tyoe eprtnhkr tf the butlit cr*F.el'or
l_hel? lr.q lgra of lkaid from the bulb. Vtlh the efrinkter hetd hor-i=onte( e tmall cir bubbk wlth
a.tt cpplv'xirna,tc-diemeter ol IltS
inc-h (tr6 tnm) thould Ea bt pret-
er|1.
AIt ryriahlere lnataltcd althln comllcrtmentt havinz a oitched
c_eill-ng wigh one or t-oo iaratrkl hot'tzonlel eailinE fideeimvec ba
int teltcd ltrlth tha l,{-tfu c tor Arm ?perpen{(curar to lhe ce lnp ridgtt, Failute to prcperly orlei.tete Chc Deflee(or irrni rn s-, rer u !t
'*ii!#Eo,!;:xr,::i:2*;:"iz
tPt1a, coDerage
?i:ttr:;tri,!!ii:1"iili,1";;i";
F_978 Spri4ftten Do not vnnih on Ihc Sprinhler/Mouztidg Cup At,tcmotl otnat lhg.n ae rioun fn tlE?lte J.
Do nol atlemp! to nahe.up for in-
eufficicnt aQjaatmenl in the Sprinhler Assembly b1t ander. or ooer-tiEhteninE the .5print.
lerMountlng Cup AttemblT', Re.
gCJuJt, lhi Forltbn of th. oprlnk.
Ier fitting to tuit
A ledh tieht Il2 inch NH sprtnk.
ler joinl tltould be oDtefneZ uith z tot2ua of I to 11 fi. tbr. (9,5 ta
I9,O A'hJ. Marc thin 27 ft. tbs.(28,5 Nm) of Cotqve nt49 ai.htt the tprtnhler orifiee tiaC uith
contequent leahage.
ProceeC with tht ins!allation as, fol.
lowsl
1. The pipe connect€d to th6 eiirfntdts?,t
fitting shonld be-cut sc thal th'e bjitF- :.
tom face of th6 tiftins ie betwden
2.1/16 and 2.V19 inch (52,4 and
59,0 n1m) sbova thE cemnii tifiil tsv
Ueing a l/4 lnch (6,rt mml -rgnsE foi
the 'D' dimgnsion showi in Frirur+
A, $-e remeining 1r4 lneh (6,4 hm)
ot sdJusthont can be used lo com-
pensaig for the possible manufac.
turing variatlons in lhe make.ln of the
spriniders and the lak€.out of fittinqE
(is permitled byANS| a1,20,1), -
Apply pips hraad scahnt cparinqlv.
l0 thg sprinkidr threads onlV. Usdol
a Teflonf based pips Joint s-catant is
r€c0minen0ed.
Ramoy9 th9 Frotectivo Cao and
th€n !slng ths ModEl FEZ4 Wiench,
positioned cs shown In Flgure J, In.
6tall .nd dghten tha FSZB Sprink
ler4rlounting Cup A5semblv Inio the
f itting. Thc F874'witlexc6D[a t.t/16
inch (27 nm) hcx sockel ot a ltz
inch fachcl drivc.
Atter installing ths Spdnktor/Mount.
lng Cup Assembly, 'the protectlvo
Cap is lo be teinslalled until the ceil-
f DuPont Registered Ttadgmarl(-t 0-
t
t",l nvr,lr I YrrrJ eatr .. JJ 9z: DoPIn , Jffi-29-1999 LAt2?'rom 3o3 321 3O5O ' ALLSTATE FIRE PBOT GRII.I'|ELL SUFPLY DEN 383 32L 3g5fl-
page 11
P . tt/72
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lng.htlalatlon and finie hing ir corn.plotr. The Crp Is intondeil to hero prcy!il damagc to rho FgZg Sorinli.t0t durtng ceiling instillallon iindio,ounnt rppilc0u0n ot ths lintsh corl.
l!!_01_la,-o_ltllnsr Atso, rho rrp ot rh€
9,qp 9an.9o u!a.d ro mart hd contor
il,T"',T,['it"lS]il[.,lliil'if,
.,.f,,:
Ing product agalnsl the Cep.
" tlii,itil,,.JlilliiiB3:f ;.',Ttffil
0r6t ctogranco holo and in oiopara.tion fof .hBtalllng the Covtr irlate
i65.0,1P1y, remove and discard thr
Stiiii$fr ,frl?;ind vadtY that the
lllhe F976.Sp1inkter has bEon dam-gocJ and th6 Deflector does not tatl lrc6ry, reptace. thE entire F0Zg spnnruer asscmbly.
",i#[ii.,l"J-*'Ji,h:'iii..,i',,'{
p9 ryt pc.rcry.on rhe Covsr plat€
6ffi iX?Hffii S"#Yg rttt a c eirin s
If fi4 hvd phte.4stmbly can-Y, * eng"eA with thc lrkunt.
ii'F#!$6"1."_""iJ,:.;f,*{,',t
.!!y t !.s p rtnt+ea ha l*e n p d.
F[,;##:m::!frf*\:fi,u
10re and aftor Inatailailon, 6prinkloro
i,iJHfi ;*,i, u?'e 8jl 3i,il,oni,i-T I Hlti
p_s- Jleptlcad. At8o,. ropl8ca sny sprlnk.
lgrJLat llf a crcckod butb orihdr hai
lost liqltld lrom ils butb (Bet. lns'teJ ranon Sectlon),
NOTEg
.109ctrcd- of an Eccutclnon plale
m.ay de.h!.thc tine to rydilhlli opaft,tion ln a frre cituatlot
Bcfora oh ng a flre prctectisn tlttam mcln oontrol aalae for mrrt ntena,nc e LDorh.ory the firc fro.tcctiorr .!tt.m phich it iontiili.p.rmi,.ian to thut doua glTs sf.fcctcd ftrc prole-elion rlrrema murc 6s obtdlned fron tl|"
e u I h o i f iz t_ a,n d "it
p,
^ "
: :fI f,mcl.9a aff.g9tel by thfi acttoi mutt 6e t',tified.
Il lt rzeommended thar r,fiotratio oprtnhlcr !itte,!s. ba inspectec!and m.a(alaincd in aoaoidancl .DLJI the gdvi4e and ruegeetlone
f:;{"y"i;,"!"Ili.[sa\='vn;;;e
It Is, recommandeC lhal rdona c spnnicet syst.ems. be inspected quJr.' tefly by aqualifiod llepoiiion uervrce.
Jlle^-F-tTq,Spdnklers must only be rc.
iiiji.li'[,tii.'#,,'Jiliif i3,y,ll:l s_ervicrEnd whlch havE th9 slme ngm_lnat_K.fastor, ths Sarng covErage atea,n€
-6am0 or Ic$.6r flow ratinga ies'inlgl
tttJl{..unott'Hvdraulrc oisign cii.
AlJ. resldenilal eprinklers tnsrqilEd
[!li,?#f iffi:f Hii {f; : 3itiff i g{
re$p_onsiye thermal characleristit, anl llif i$F1ru'r':hrarinss ara tir bi
- I\'orEg yt! pips t-prinki/.r tlttem, musi a,e,mcinlai+e4.a! c nfnfr7tum fen.p^etat.ure of dO'Fl1,C, Erporure to y?rng ,tempereturet can rttull
lf,i:[i:::s or the PtPe andlot'
Do N(}T enclole ryrlnhbrt vitF.in cu\dpE., car'taln4 or calanCeA
?;,!!#IE"u enYthins ftrm rhe
f !##;fiffi{''i!^i;"T:i,
?g.,NO7n cleanrc the eprin*Eert utth ,od,p and ccater, ditcr,
itr!x'^?^;*!'#iifi!i t tflr, co>toebs, cocood4 i4iectr',
";i,f^' :' i:.i ^li
1:ll',1 !i,, n,,! I
aacuumil! wlln " -n e;*fltl!!,
du t tln g) b ttt t h ol t oih me n l,
Thc minimum ttzrllcal clearznco oet|,ccn th. tolra of frce dendlng parlttlonr, room dluldcrt, caE tnetq rlot?86 rlcltl ttoch- piles,
lt er ra n d_ l h_e ry 4 n h I e r d c flc i t o r i i
! f;:: I :i';." t h a n t h s ob a r a n c e
Horizonlol Diolance Verltcal fromSprinhler - Cleersncc
to lteq ll. fu) I*.(mm)
lr{ore lhan 6 (1,8) , . .
Fron 3 ta I
(0,9 1o1,8) .,,.,
Betuecn 2 and 3 (0,6to0,9) , , .,,
From 7 lo 2 (o,sto0,il,,.,.
Lctc than 7
(0,8) . . .
Ererciae nitable cefety preco.u.
E,?\1_ r\ lhs uEe dnd atotwge cf hlgl2ly fiamnable and potenlia II;
e rp. Io B iu c
^
mc C e^ri als, ! ft s rep i-d
i;i:.Jry;f !,:# :' E! T:x:, t ii
'fiifr { :i?i:: E :'t, :: !f,i: :E
",ifi"T, iti i,Tlll Jrorra rt r e I n
\{ien remcdeling, such as by addino rarse Dcar,rs.ar llqhl fixlures or chsng:,log.rne ioca.lion o{ compartment walli,rrfsl verify.thEt the new conelructiori w t not vrotElg th€ installatlon rgauke-menrs stalCd undEr WARNINGS. Alrer
rn-Bf,lew conslruction and/or the sprink.lEf system to suit tha requireme;lts cf rnri qocument.
2'4 (610)
19 (48e)
16 (106)
13 (330)
10 (254)
TIt€ 1075.Sprinklcrc must never be
#ftlu',lt'- ?t iiali
-il.s,'F;t,l
l€Ep.rJl!,! wil exceed ioo;Frili;t lll^$6y must nEver bi painted
PrEtEq_. qCaieO, Of Otherwisd altBfe.1!-a. 1e-a, 9 c g 9o,. ol -dtnL,i,,i, j ?il',ii.i,i
::,_?j,.j:1vlE rno tacrcry. ModifieJ
l{in';'l'#:+nfiFl'iiif:,r#
1,0^l -op9liii+ ..houra lli CblT)driieii cle.a"neo,0y wipinE tha sprinklerwith I
i i:,'f t',i',:Jt;lil, [i',fr l HHd with a 6oft bflstlg brush.l; -
,ffifiiffiiiri##:H
3fl ilil Fi i6'diFif, l?# 3$ f, u:
- .::'
lrJ l:r1
- -!.
t.
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'- v.-. JQV||I . JAli-2;-1919 !4221
I l vrrr Jvr) \)4 I JuSu t
IJRII'II.IELL SUFPLY DAI.I
ALLJ IA IE FINE ThUI
3tt3 32L 365@
page lz
P,L2/12
Atucd INTTRNATI),\AL LTD. CoMPANY
TOTFTL P.12
Ordols tor thc Mgdol F978 oosianor
Raeldontlal CoDcoalod Pendent gprlnklcrr must Inolude the deocrlp-
tlbn rnd Froduct Symbol Numbbt
(PSN) where appllcable.
Conta:l your local distribulor for avail.
6blllty,
.
S orlnkler Arsemblhr;
S'pecity: 4.2 K.lactor, 155'F/68'C,
Modcl F970 Flcaldantlal Concealed
Psndrnt Spdnlder with (6p6city b?e
llnleh) Cover Plale, PSN (6pecify).
Pslntf( \Yhi'.r
Ccrrr ?la:! .,,,........PsN 51'97e.0.155
Cntotra Plr:.J
CovrrProto,,..,.....,.PsN 5l'g?E'e.1El
Contact ycur local distributor fof
avaitabilty.
Producl Symbol Numbers are not
epecifled \rhen orderlng F978 Sprlnk.
1616 v/ilh I siecial palnteC finish for the
Covst PIsi', lt is suggestsd that a
color chip 5o providad'whcn orderino
sprciel i:airted linishas, Othoilriso:
responsibility fcr duplicat;on ol th6 de.
slreC linish cannol b6 acceDied.
S eFar8ts ly Ofderea Pertcr .
Specily: l,lcdel F874 gprinklar
Wrench, FSN 5€-975-1 -001.
Order for NFFA publications should be
addfisse J ic the:
Pub[.:ucA Srl:J Derr nment
NFPA
Brf,!i)ElEt:a.a(
Orh5y, u,A a2r5g
Raplacs;':r: rt Parla:
Spcsily: (issci'ipiion) tor tJco wlth
F973 Spriikiers, PSN (spEclfy),
spriaklg r/l,lruntin g cup Assemblies
ara nol avei:8ble as replsoement parts,
Pdinllt wnitr
i 35'F/5t'C
Ccier PIE:!
Ats6n:ly .....,......psN 58.s7s.0.155
Chrci"r P:r:tj
r35'F;!7 0
CaYcf Plrla
Attcmbry .. ., , , , ., . .. , .PSN 5€.5t8.9.155
PfoJrct Stnlbql Numbers ara not
spe:ifieC fcr replacemgnt Cover Plata
Assembiies with special pginled fin.
lsh€s, Feccrds are nct rnlinlained ol
prgvicusly crCered sp6cial painted (in.
isha!. Thereforo, lt iC suscdsted thal a
colcr chip !c prdvidcC iten ordoring
repia:6neiil pads with special painled
linisles. Oi:erwlse, resionslditity for
duFlicalio:1 ol th€ desife d finish cannot
be ac:€Flea,
LIIJIITEO WARBANTY
Tho mrnulaclufct vrattanls fof a porlod of ono yoal lfom thEdaie of ralo
{warrantv oetiod) thal thE eroduct(3} sold hsreuitdof ats k3e ftom dolocl!
in malerlal and workrnanshir, Ouioblloatlon undgr lhis wcrrenlyls limltod
lo rapalr or raplaccment, ori at out oPtlon, wo wllt lePey tho Pria! pald tor
tho iroduct(e), plus any tramporlatlon chargo Paid bY th6 Purchasol. In
thr 'cacc of'riplaoomeht. yio'will pay the trlniporlatlon chatgor lo the
locatlon of tho dolootlve product.'Wb must bo glven tho opPorlunily.lo
InsDgct gny prodwl you belicvc to bo defectivc. To mako s ciaim under
thii llmited waffanty, you should contacl our Salcs Sotviccs Manogof at
(1or) 8s6-310s,
THEBE ARE NO OTHER WRITTEN OR ORAL WARFANTIEg, ALL
IMPU!,0 WARRANTIES OF MERCHANTABIUTY AND FITNISg FOR
A panncuunn punposE ARE-LtMtrED lN DURATIoN To rHE
DURATION OF THE LIMITEO WARRANT.Y SET FORTII A8OVE.
Th! manufactuler does not assume any other obligation in connoclion
with the Eale ol lho ploduct(s) by purchase r,
Thls warranty shall not apply to any producl(s) which hdvo been Installsd
in vlolatlon oi writlen instruc,iions liririEhod by tho manufadurer, rsPailed
or altergd, misuscd or damaged, or nol proparly mainteined.
The manufacturcr is not liable for indirect, inciJantal or consequential
damages ln conneclion nilh the uss ol ths pfoduct(s),
Som6 slaics do not allcw limihtions on hotv long an implied.warranly
lasis, or excltrsion or limitation ol incidental or consaquential dsmag€sl
so th€ above limilations or exclusion may nol apply to you,
THIS \YARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS, AND YOU
MAY ALSO HAVE OTHER RIGHTg WHICH VARY FBOM 5TATE TO
STATE.
The follo*ing palont ls applicablc to
the Mod€1 F978 Fesid3ntial con-
ccaled Fendent Sprinkler:
u,s.A.5,is2,344
The nominsl weiaht altha lloJel F97B
Fiesid6ntlal C-onceal: C Fendent
Sprlnkler is 7.2 oa (20.1 g).
laoa tE.{grr r{' ^tGtrfiNtrt I nnAo{1e.ATtnN lF/tr.)pAFtK FXFfEl. NH 01333
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LOBE'Qutcx Rpspousn
Auroa,artc SprunrtER^s
Dns cruprr oN A N D Openert ou
The Globe Model HC euick Response Adiustable Concealed Sprinkler is a p-endent sprinkler designed for tise with concealed
prprnt systems lor those areas where an attractive appearance is of primary importance. The Model HC is an assembly irovided with a cover ptate which completely hides the sprinklii head. After installation all that is visiSle is ihe small flat cover which can be
factory, painted any color you wish. Incorporated in its desisn is an
adjustable fearure which is infinitely variabie for a full I 12'. T-his will compensate for uneven ceilint heilhts and allow adjustment of the sprinkler cover at any time. T-he feiture wiil arso ail6w the r..o"rt ot.tie cover-plate to facilitate the changing of soiled or damaged
ceilrntrrres wirhoutthe removal of the sprinkler head. This provizes
significant savings for building maintenance.
. I he cover plate is designed to fall away durinE a fire and exDose the concealed sprinkler to the risint temieraturis of the fire. 'The
o,erecror drops ctown to a. point below the ceiling line. The heat of the tire then operates the glass bulb sprinkler and water is discharged onto the fire.
F'RE SPR|N'(LER
CORPORATION'Monnt HC Butn Spnav Serurns
AnrusruBLE CowcnaLED
QUICK RESPONSE
MODEL HC
ADJUSTABLE CONCEALED
5 17-846-4581 o FAX 5 t7-846-921 I
ol ll I r'rrrr l..r I r^ ^^
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Tncnmc.et Dere
See reverse side for Approvals and Specifications.
Temperature Ratings
155'F (68'C) Sprinkler, | 35.F (57.C) Cover plate
200"F (93"C) Sprinkler, l6S.F (74"C) Cover plate.
Water Working Pressure Rating - 175 psi ( 1207 kpa).
ll*o.f, tested hydrostatically to 500 psi (344g kpa).'
Maximum low temperature glass bulb rating is -67.F (_55"C).
Frame - brass Deflector - bronze Sciew _ brass
Bulb seat - copper Spring - nickel alloy Seal - teflon
Bulb - glass with glycerin solution, 3mm.
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
NOVEMBER I'91
S PM NKL E R TE M PE RAT UR E RATI N G/C LA S S I F I CATI oN an d C oLoR C o DING
CLASSIFICATION .AVAILABLE
SPRINKLER TEHPERATURES BULB COLOR N.F.P.A. HAXIHUH
CEILING TEHPERATURE
ORDINARY
INTERMEDIATE
155'F
200'F
68'C
93'C
RED
GREEN
t00'F 38.C
150'F 6,6'C
A-C
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Onnnrune fwronuerroN
SPECIFY
Quantiry Model Number ' Style Orifice Thread Sizes Temoerature
Finishes desired
Quantity - Model HC Wrenches - p/N G8O3BS I t lr-
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G to a n, P no D acr WARRA NTy
Globe agrees to repair or replacc any of its own
manuhctured products found to be defcctive in material or
workmanship for a period ofone year from date of shipmenr
For specific deailr of our warnny pleasc refer to pricc
List Terms and Conditions of Sale (dur price List).
@-q&aF;4077 AIRPARK DRIVE. STANDISH, MICHIGAN 48658
SpncrcrcerroNS
NOHINAL ''I('' FACTOR
ttl" (15 mm)5.6 (80 merric)2 l/8" (5.4 cm)
Br'rght Chrome
White Painted
*Other Fainted Finishes
QurcK Rnspousn
A u r o rvteT I C S P RI N KLE,n,s
Monnt HC Bum Spndv Snruns
AnTasruBLE CowcB,aLED
Cnoss^SrcTroN
=l
'FINNHEs AVAIIABLI ON SPECIAL ORDER PAINTED PIATES OTHER THAN
WHTTE REQUIRE CUSTOMER TO FURNISH PAINT.
Appnowu
STYLE ORIFICE
stzE
r s5'F (68.C)
wlTH PLATE
| 3soF (s7.c)
200'F (93.C)
WITH PIATE
| 65'F (7{'C)
*U.L.*CANADIAN U.L.
CONCEALED
PENDENT v2"X X X X
rusrED FOR A[ H ZiRDS
NOVFMRFN I qOI
5 t7-846-4583 FAX 5 l7-846-923 |
1..
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I TLeCePper rube Handbook r Technical Data: Tahles
I rabte 2c. TYPE M - Dimezsiozs
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Technical Data: Tables
I n," Copp", Tub" Horrrlbook
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EM_and Chsracteistics
Nomind
or
standard
siz*,
inches
Nominal dimensions, inches Calculated values (based on nominal dimensions)
Outside
diameter
Inside
diameter
Wall
thickness
Cross
sectional
area of
bore,
sq, inches
Weight
of tube
only,
poundr
per
linear ft
Weight
of tube &
water
pounds
per
linear ft
Contents oftube
per linear ft
Cu ft Gd.
31 ,8 .500 .450 .025 .159 .145 .214 .001l0 .00826
It '2 .625 .569 .028 .254 .204 .314 .00176 .0132
3t .875 .81I ,032 .5t7 .328 .551 .00359 .0269
I 1.125 1.055 .035 .874 .465 .843 .00607 .0454
1 t/n |.375 l.z9l .042 I .31 .682 t.25 .00910 .0681
7 tl,1.625 1.527 .049 1.83 .940 1.73 .0127 .0951
2 2.t25 2.009 .058 3.17 t.46 2.83 .0220 .165
7 ll - '2 2 625 2.495 .065 4.89 2.03 4.t4 .0340 .254
J 3.125 2.981 .072 6.98 2.68 5.70 .0485 .363
3'/,3.625 3.4s9 .083 9.40 3.58 7.64 .0653 .4EE
A -4.125 3.935 .095 12.2 4.66 9.83 .0847 .634
5 5.125 4.907 .109 18.9 6.66 14.8 .l3l .982
6 6.125 5.881 .122 27.2 8.92 20.7 .189 l.4l
8 8.125 7.785 .170 47.6 16.5 37.1 .331 2.47
l0 to.t25 9.701 .212 73.9 25.6 57.5 .513 3.84
t2 12.125 11.617 .254 106 36.7 82.5 .736 5.51
6tU98
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The Co pper Tube Handbook
Technical Data: Tnbles
Table 5. Type M - Pressure loss infittings and valves expressed in
NOTES:
r (.6\, . \r. .
6/1/98
Allowances are for streamlined soldered finings and recessed threaded fittings.
For threaded fittings, double the allowance shown on the table.
The equivalent lengths presented above are based upon a C facior of 150 in
rhe Hazen'williams friction loss formula. the lengths shown are rounded to
the nearest half foot.
Technical Data: Tables
The Copper ntbe Hsndbook
ent Ie,n eet
Nomind
or
standard
size, in.
Fittings Valves
Standard Ell 90o Tee
Coupling Ball Gate Btfly Check 900 450
Side
branch
Straigbt
run
tl". .)1.5 t.5
ll I ,)7 t
51 ,8 1.5 .5 2.5
tl.,).)J J
I 2.5 I 4.5 .5 4.5
I tlo 3 I 5.5 .5 .).)5.5
l rl,4 1.5 7 .).5 .5 6.5
,).))9 .5 .5 .5 .)7.5 9
) lr 7 2.5 t2 .).5 I 10 11.5
3 9 3.5 15 I I 1.5 15.5 14.5
3 rt,9 3.5 14 I I 2 12.5
4 12.5 5 21 t I 2 l6 18.5
5 16 6 27 1.5 1.5 J l1.5 23.5
6 t9 7 34 7 a 3.5 13.5 ?6.5
8 29 1l 50 J J )12.5 39
fi le://C:\WINDOWS\DESKTOp\copper submittals\copper fittings.htm
BUTTERFLY VALVES
VALVES LESS POSITION MONITOR SWITCH
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BB-SC100 fhreaded Ends)
Sizes 1", 11/a", 11/zu, 2u, 21/zu
V,ALVES WITH BUILT-IN
BBVSCI 00 (Grooved Ends)
Sizes 2u,21/2"
POSITION MONITOR SWITCH
THREADED ENDS
BB-SCS02 (2Valve w/Monitor Switch)
GROOVED ENDS
BBVSCS02 (Valve wiMonitor Switch)
MATEFIAL LIST DIMENSIONS . INCHES
W ' :! :ra *rencn Fs^o-u2 ia^e::r. L.C . ;r ,lcr" ,es.rancr aD.eas€<t in ecuNdeot :enea ot -hedula .O tipa
I 114 1 1t2 2 21t2
A 2 t,o 25€2,8 3 r/a
3 5 rr:c 5 r3E2 5 z1E2 5 r,6
l3/rs 'I r913 21J16 2 7r.
1 ?332 ? ro 2ar 3 trz
19i
F
!\n
H Z 3to 7.!
r 3,/.3 I t;r I r.2 I 7r'!o
2.25',z.)3.25'4.5'10.0'
NO.PART MATERTAL SPECIFICATION
1 lnclicalor Sintered lron F0008P
c Housing Bronze ASTM 584
3 Body Bronze ASTM 584
4 Handle Brass
5 Disc Stain. Srl.Type 3O4
6 Disc Seal EPDM Elastomer
7 Switch Housing Die Cast Aluminum
./
M I LWAU KEE VALVE COMPANY
2375 South Burrell Street Milwaukee, Wsconsin 53207
Valves built to take it... since 1901
VALVE AND POSITION MONITOR SWITCH INSTALL.ATION
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INSTALLATION -- USA
A. The BBSC can be inslalled in any orientation in a
piping syst€m using standarcl National Pipe Threads.
Wrengh should be used lo hex on the end ol valve
being threaded to pipe. Pipe seatants should be
usect sparingly.
B. The BBSC.SCKo2 switch can be easily mou ed on
the valve in ths field. (See speciat in$allarion
inslruction sheet providect with every switch kit).
C. lt onv one micro switch is required, simply cap the
second 3 wirs lead set with wke nuts and tuck into
junction box
D. Make electrical connections in accordance with local
codes.
INSTALI-ATION - (For Undemrhers' Laboratories of
Canada)
A lnslallation must provide upright orientation of vafue.
B. Electrical connections as follows: .Eonding anct
grounding to be in compliance with the requiremems
of the canadiari-E-leaiical code part 1..
C. Conduh: The insertion depth ofthe threaded conduit
mu$ not exceed 1/8' into the sffritch housing, and
the thread€d conduit musl tit tightv onto the switch.
INSTALTATION FOB NEW YORK CITY VALVES
N.Y.C. special vaves have a large flow indicator which
points in the dkection of the valve disc, indicating open
or closed. The vafue should be installed in a oosition
where the indicator is readity visible.
B+SC WITHOUT A POSITION MONITOR SWITCH
B&SCS WITH INTEGRAL POSJTION MONITOR SWITCH
NOTE: DEIAILED INSTALLATION INSTRUCTION SHEETS
ABE PROVIDEDWTTH FACH VALVE.
WIRING DIAGRAM I
t
EIACK
Switch Position With Valve Futl Open:
To Ghange Wiring From Normal Open To
Normal Closed, Roverse Red and Black
Switch Bating: 10 AMPS/115 VAC - 60 Hz
.5 AMP/28 VDC
NOTET Valvas incorporaling position monitoring switches are for indmr use only.
Not inlended lor connection lo an alarm control uniL
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2375 South Burreil Street
Y^l^^t ^^^. .^^ ^^J^ a.r aIrtA E^a^
MILWAUKEE VALVE COMPANY, INC.
Milwaukee, Wisconsin 53207.1 592
?--, tl At'rA^ Ec,^6 ^ C-l^^ /.\ari^^ c^., Aa Al'riA AaA2
r'l
lgPEctFrcATtoNS FoR slow closE-
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SLOW CLOSE BUTTERBALL
VALVE ASSEMBLIES
PATENTED
Provides slow opening and closing properties in
a quarter-turn valve. The purpose is to eliminate
hydraulic shock and water hammer in fire
protection and other liquid systems.
Economically replaces cumbersome O.S. & Y.
gate valves.
Compaa, lightweight manual operator has
scotch yoke design & visual position indicator.
Close couplecl for positive direct drive.
Available with or without a built-in valve oosition
monhor switch.
UUFM rated at 175 psi. Also avaitable at 3S0 psi
wilh N.Y.C. B.S.A approval.
Approved by the New York City Board of Stds. &
Appeals under Calendar No. 996-81-SM, for both
175 and 350 psi.
6. For indoor use only.
VALVE MONITOR POSITION SWITCH
KITS AND BUILT.IN ASSEMBLIES
PATENTED
Available factory assembled or as a separate kit
lor field assembly.
When mounted on the BBSC100 Slow Close
valves and wired up, the switch signals any
movement of the valve disc from the full ooen
position.
Vafue position can be monitored at either one or
two locations because h houses two prewired
S.P.D.T. micro switches.
Switch Rating:
10 Amps/l1s VAC - 60 Ha
0.5 Amps/28 VDC
Wire leads are 24' long. Consuit factory for
special lenEhs
See back page of this spec sheet for installation
instructions.ffiApp'oved@) @Lb,ecr
6'
For use with fire protection sprinkler systems 175 psi.
DESCRIPTION SIZES
88-sC100
BB.SCS02
Vafue Less Switch
Valve With Switch
UUFM
175psi -ThreadedEnds NYC BSA
Approved
1"1%"l%'-
1,2%.
BBVSCI OO
BBVS6O2
Valve Less Switch
Valve With Switch
UUFM
175psi -GroovedEnds NYC 8SA
Approvecl
Z,zYz'
BBHSCl00
BBHSCS02
Valve Less Switch
Valve With Switch 3sopsi -ThreadedEnds NYc BSA
Approved
1"1%"1%'
2'.2%'
BVHSCl OO
BVHSCS02
Valve Less Switch
Valve With Switch 35o psi - crooved Ends NYc BSA
Approved 2',2Y2'
BB-SCK02 Valve Position Monitor Switch Fits All Vatues
M ILWAUKEE VALVE COM PANY
2375 South Burrell Street Milwaukee, Wisconsin 53207
Valves built to take it... since 1901
PHONE: (303) 629-0221 FAX: (303) 623-7830
E-MAIL: ffpi@seqnet.net
2617 West Holden Place, Denver, Colorado . AO2O4
nODfTIEn FfnE PBOTECTION rrrrc.
FIRE PROTECTION ENGINEERS AND CONTRACTORS
AUTOMATIC FIRX SPRINKLER SYSTEM
PRODUCT DATA
&
ITYDRAULIC CALCULATIONS
FOR
NORTHWOODS - BUILDING D - UNIT 307
600 VAIL VALLEY DRIVE
VAIL, COLORADO
vArL F,t** nFn A:rnlsrENl
q-,.fo'
TABLE OF CONTENTS
ITEM
Sprinklers
Steel Pipe
CPVC Pipe & Fittings
Butterball Valve
FIow Switch
Test & Drain Valve
Hangers
Fire Caulking
MANUFACTURE
Viking
Grinnell
Grinnell
Milwaukee
Potter
B-Line
B-Line
Hilti
June 4, 1998
4. TECHNICAL DATA
See chai for approvals.
See chart f or minimum water supply re-
quirements and maximum areas of
coverage.
GIass-bulb f luid temperature rated to
-65"F (-55'C).
Rated to 175 PSI (1 207 kPa) water
working pressure.
Sorinkler 140 a
Factory tested hydrostatically to 500 PSI
(3 448 kPa).
Spring: USA Patent No. 4,167,974
Bulb: USA Patent No. 4.796.710
Testing: USA Patent No. 4,831,870
Thread Size: 1/2" ('15 mm) NPT
K Factor: 4.3 (6,2 Metric')
'See Footnote 8 on approval chan.
SPRINKLER MATERIALS:
Frame - Brass Castings UNS-C84400
1. PRODUCT NAME
VIKING Microfasto Model M-4
Small Orifice
Residential Pendent Sprinkler
2. MANUFACTURER
THE VIKING CORPORATION
210 N. Industrial Park Road
Hastings, Michigan 49058, USA Telephone: (616) 945-9501 (800) 968-9501
Fax No: (61 6) 945-9599
From outside the U.S.A.:
Telephone: +1 (616) 945-9501
Fax No: +1 (616) 945-9599
e-mail: techsvcs @ vikingcorp.com
3. PRODUCT DESCRIPTION
The Viking Microf asto Model M-4 Small
Orifice Residential Pendent Sprinkler is
a small, high-sensitivity, glass-bulb
spray sprinkler. The sprinkler is avail-
able in several finishes, with tempera-
ture ratings to meet design require-
ments. The sprinkler is listed for use
below smooth, flat, horizontal ceilings
and ceilings with slopes up to and in-
cluding a 6/12 pitch. (26.6') The small
orifice design, with a K Factor of 4.3,
allows eflicient use of available waler
supplies for the hydraulically designed
fire-protection system. The small, rug-
ged, 3mm glass-bulb and special deflec-
tor combine soeed of ooeralion and ar-
eas of coverage to meet residential
sprinkler standards. During fire condF
tions. the heat-sensitive liquid in the
glass bulb expands, causing the glass lo
shatter, releasing the pip cap and seal-
ing spring assembly. The water flowing
through the sprinkler orifice strikes the
sprinkler deflector, forming a uniform
spray pattern to extinguish or control the
fire.
Form No. F_082095 Replaces sprinkler page 1 40 a-c, dated August 25, 1997
(updated approved finish and escutcheon lists).
MICROFAST'MODEL M-4
SMALL ORIFICE RESIDENTIAL
PENDENT SPRINKLER
Sp(inkler
Temperature
Classificatlon
Nominal Sprinkler
Temperature Rating
(Fusing Polnt)
Coiling Temperaturo at Sprinklet Bulb
Color Mar- Ambient
Temp. Atlowedr
Mar- Recommended
Ambient Temp.2
Ordinary 15s F {68rc)135 F {46"C)(34 C)Red
Intermediate 17s"F (79t)1ss"F (68qC)l so.F (65"C)Yellow
Sprinkler Finishes: Brass, Bright Brass, Chrome-Enloy@ (palents pending), White(Pain0, and Navajo
White(Paint)
] Based on National Fire Prevention and Control Administration, Contracl No.7-34860.- Based on NFPA-13. Other limits may apply depending on life loading, sprinkler localion, and other
Authority-Having-Judsdlction requirements. Reler to specific installation standards.
Dellector
Style
Thread I Nominal I Overall l-
Size NPT I K Factorll I uengtn I ltase Pan NumDer
Pendenl 1/2 inch | 4.3 us | 2.25 rnch I no."n (15mm) | (6,2 metnc) | (57,2mm) | '""""
SAMPLE
f- Temperature
/ /- hrntsn AREAS OF COVEFIAGE4
Maximum Areas
ol Coverage9
Minimum Water Supply Requirements UL5 ULCT NYCO Sinole Sorinkler Two or More
12' X 12'
3.7m X 3.7m
1 1.5 GPM @ 7.2 PSI
43,5 UMin @ 49,3 kPa
1 r.5 GPM @ 7.2 PSI
43,5 UMin @ 49,3 kPa A1X AIX
14 x 14'
4.3m x 4-3m
13 GPM @ 9.1 PSI
49,2 L,/Min @ 63,0 kPa
1 1.5 GPM @ 7.2 PSI
43,5 Ulvlin @ 49,3 kPa AIX
16' x 16'
4.9m x 4.9m
13 GPi,,l @ 9.1 PSI
49,2 UMin @ 63,0 kPa
1 1.5 GPM @ 7.2 PSI
43,5 UMin @ 49.3 kPa A1X A1X
18' x l8'
5.5m x 5.5m
16 GPM @ 13.8 PSI
60.6 UMin @ 95.6 kPa
13.5 GPM @ 9.9 PSI
51,1 UMin @ 68,0 kPa
A1X A1X
2A' x 20'
6.lm x 6.lm
19 GPM @ 19.5 PSI
71,9 UMin @ 134.6 kPa
17 GPM @ 15.6 PSI
64,4 UMin @ 107,6 kPa AIX A1X
SloDed Ceilinq Approvalslo
Maximum Area
of Coveraqee.lo
Minimum Water Supplv Requirements
UL5 ULCT NYCs Single Sprinkter Two or More
16', X 16'
4.9m X 4.9m
18 GPM @ 17.5 PSI
68,1 UMin @ 120,7 kPa
13 GPM @ 9.r PSI
4S,2 UMin @ 63,0 kPa AlX A1X
APPROVED
TEMP€RATUFES
A: 155'F (68t)
and 175'F (79" C)
APPROVED FINISHES
1; Brass, Brighl Brass, Ch.ome-
EnloP,
Navaio
APPNOVED ESCUTCHEONS
X: Slandard surlace or F-1 Adjustable
Escutchson. or recess€d with
E-1 RecEssed Escutchgon
I Base pan number shown. For complete pan number, seepnce lisl.
' This chan shows the listings and approvals available at the lime ol p.inting. Other approvals are
_ in process. Check with the manulaclurer for any additional approvals.
: Listing is lor residenlial occupancies wirh smooth. llat, horizontalce rngs.
5 Listin6 is lor residenrial occupancies with smoolh ceilings with slopes up to and including a 6112
- (26.6') pitch.
' Lisled bv Underwrite/s Laboratories. tnc. tor use in Canada.
| ,lcceptahce for use by City ot New York Oepanment ol Buildings is pending.
'For areas of coverage smaller than shown, use the 'Minimum Waler Supply Requrement' lor tho
nen taroesl area lisled wilh sonnklers ol similar K tacror
t0 lreas u-nder sloped ceilings riusl be measured along the ceiling slope. Actual lloor coverage under
.- stoped ceilings will be less rhan the lisled A.ea ol Coverage.
" Metric K Factor shown is lor use whon oressu.e is measured in kPa. When oressure rs measured in
.- BAR, mulliply the melric K Factor shown by 10.0.
'' Ths Model F.1 Adiustable Esculcheon is considerEd a surface-mounled esculcheon because il doss
not allow the lusibis elem6nt ot th6 sprinkler lo be rscessgd bohind th6 lace ol lhe wall or ceiling.
NOTE: Install residential pendent sprinklers with dellectors betwgen 1' (94' lor recessed) &4'bolow
the ceilino.
C
Sprinkler 140 b
Def lector - Brass UNS-C26000
Bulb - Glass, nominal 3mm diameler
Seal - Tef lon@ tape
Spring - Nickel Alloy
Screw - Brass UNS-C36000
Pip Cap - Copper UNS-C14500
ACCESSORIES:
Refer to "Sorinkler Accessories" section
ol lhe Viking Engineering and Design
Data book for approved sPrinkler
wrench and other accessories,
5. AVAILABTLITY AND SERVICE
Viking Technical Data may be lound on The
Viking Corporalion's Web site, located al
http://www,vikingcorp.com. The Web sate
mav include a more recent edition of this
Technical Data
Viking sprinklers are available through a
network of domestic, Canadian, and in-
ternational distributors. See the Yellow
Pages of the telephone directory (listed
under "Sprinklers-Automatic-Fire") or
write to The Viking Corporation, Hast-
ings, Michigan. USA, Attention: Sales
Department.
6. GUARANTEES
For details of warranty. ref er to Viking's
current list price schedule or contact vi-
king directly.
7.INSTALLATION
WARNING: Viking sprinkle rs are
manulaclured and tested to meet the
rigid requirements of approving agen-
cies. The sprinklers are designed to be
installed in accordance wilh recognized
installation standards. Deviation from
the standards or any alteration to the
sprinkler after it leaves the factory in-
cluding, but not limited to, painting, plat-
ing, coating, or modification, may render
the sorinkler inooerative and will auto-
matically nullify the approval and any
guaranlee made by The Viking Corpora'
tton.
A. Sprinklers are lo be installed in ac-
cordance with the latest published
standards of the National Fire Protec-
tion Association, Factory Mulual.
Loss Prevention Council. Assemblee
P len ie re. Ve rba nd der Sachve r-
srcherer or other similar organiza'
tions, and also with provisions of gov-
ernmental codes. ordinances, and
standards whenever applicable. For
conditions not specilically covered by
the Standards. refer to the "Viking
Residential Inslallation Guide".
Final approval and acceptance ol all
resident ial sorinkler insta llations
must be obtained from the Authority
H a ving Jurisdiction. Residential
sp rin klcrs are special-service sprin-
klers for use in one- and two-family
dwellings, mobile homes, and resi-
denlial portions of other occupancies
where allowed. The use of residen-
tial sprinklers may be limited due to
occupancy and hazard. The mini-
mum flow rate indicated for a listed
area of coverage must be provided at
the sprinkler. Therefore, the system
must be hydraulically calculated.
Refer to the Authority Having Juris-
diction orior to installation.
B. Sprinklers must be handled with care.
They must be stored in a cool, dry
place in their original container.
Never install sprinklers that have
been dropped or damaged in any
way. Never install any glass-bulb
sprinkier if the bulb is cracked or if
there is a loss of liouid f rom the bulb.
ll a glass bulb lacks the appropriate
amount of fluid, it should be set asade
and returned lo Viking (or an author-
ized Viking distributor) for analysis as
soon as oossible. ll the sorinkler is
not returned to Viking, it should be de-
stroyed immediately. Never in sta ll
sDrinklers which have been exposed
lo lernperatures in excess ol the
nr a ximum ambient temperature al-
loived. Such sprinklers should be de-
slroyed immediately.
C. C o rrosion-resistant sprinklers must
oe Installed when sublect lo corrosive
almospheres. Viking lvlic rof ast@
L4odel l\,4 - 4 Flesidential Pendent
Spnnklers are not intended for use in
corroslve envtronments.
D. Use care when locating sprinklers
near fixtures that can generate heat.
Do not install sprinklers where they
will be exoosed to temoeratures that
exceed the maximum recommended
ambient temperature for the tem-
perature rating used.
E. Sorinklers must be orotected from
mechanical damage. Adequate heat
musl be orovided when sorinklers are
installed on wet-pipe systems.
F The l,4icrofast@ Model M-4 Residenlial
Pendent Sorinkler must be installed
alter the piping is in place to prevent
mechanical damage, and can only be
rrrstalled in the pendent position. Be-
lore installation, be sure lo have the
appropriate sprinkler model and
slyle, with the correcl orifice size,
lemperature rating. and response
c h a r a c I e r i s t i c s - Apply a s mall
amount ol pipe-joint compound or
lape to the male threads only. taking
June 4, 1998
care not to allow a build-up of com-
pound inside the orilice. lnstall the
sprinkler on the piping using the spe-
cial sprinkler wrench only, while tak-
ing care not lo damage lhe sprinkler
operaling parts. Do NoT use the
sprinkler deflector to slart or thread
the sprinkler into a litting-
G. After installation, lhe entire sprinkler
system musl be tested in accordance
with the recognized installation
standards. The test is aoolied alter
sprinkler inslallation lo ensure lhat no
damage has occurred to the sprinkler
during shipment and installation, and
to make sure the unit has been prop-
erly tightened. lf a thread leak should
occur, normally the unit must be re-
moved, new pipe-joint compound or
tape applied, and then reinstalled.
This is due to the fact that when lhe
joint seal leaks, the sealing com-
pound is washed out of the joint.
8. MAINTENANCE
NOTICE: The owner is responsible for
marntaining the lire-protection system
and devices in proper operating condi-
tion. For minimum maintenance and in-
soection requirements. refer to the Na-
tional Fire Protection Association pam-
ohlet that describes care and mainte--
nance of sprinkler systems. In addition,
the Authority Having Jurisdiction may
have additional maintenance, testing,
and inspection requirements which musl
be followed.
A. The sDrinklers must be insDected on
a regular basis tor signs of corrosion,
mechanical damage, ob st ructions,
paint, etc. The frequency of the in-
speclions may vary due to corrosive
atmospheres, waler supp lies, and
activity around the device.
B. Sprinklers Ihal have been f ield
painted. caulked, or mechanically
damaged must be replaced immedi-
ately. Sprinklers showing signs ot
corrosion shall be tested and/or re-
placed immediately as required. Mi-
crof ast@ lvlodel M-4 Residential Pen-
dent Sprinklers thal are 20 years old
shall be tested and/or replaced im-
mediately as required. Never al-
tempt to repair or reassemble a sprin-
kler. Sprinklers that have operated
cannot be reassembled or re-used,
but must be replaced. When replac-
ing sprinklers. use only rrew sprin-
Kters.
C. The sprinkler discharge pattern is
crit'cal for proper fire protection.
Nothing should be hung from, at-
tached to, or otherwise obstruct
I t
MICROFAST@MODEL M-4
SMALL OFIIFICE RESIDENTIAL
PENDENT SPRINKLER
(continued on page 140 c)
June 4, 1998
the discharge pattern. All obstruc-
tions must be immediately removed
or, if necessary, additional sprinklers
installed.
D. When replacing existing sprinklers,
the system must be removed lrom
service. Refer to the appropriate sys-
tem description and./or valve instruc-
tions. Prior to removing the system
from service, notify all Authorities
Having Jurisdiction. Consideration
should be given lo employment of a
fire patrol in the effected area.
1. Flemove the system from service,
drain all water, and relieve all
pressure on the piping.
2. Using the special sprinkler wrench,
remove the old sprinkler and in-
stall the new unit. Care must be
taken to ensure that the replace-
ment sprinkler is the proper model
and stvle. with the correct orifice
size, t6mperature rating, and re-
sponse characteristics. A fully
stocked sprinkler cabinet should
be provided for this purpose.
a Spdnkler 140 c
3. Place lhe svstem back in service
and secure bll valves. Checx anq
reoair all leaks.
E. Sorinkler svstems that have been
subiected a lo f ire must be returned to
service as soon as Dossible. The en-
tire system must be inspected [or
damage and repaired or replaced as
necessary. Sprinklers that have been
exoosed to corrosive oroducts ot
combustion or high ambient tempera-
tures, but have not operated, should
be replaced. Refer to the Authority
Having Jurisdiction lor minimum re-
olacement reouiremenls.
MICROFASTO MODEL M.4
SMALL ORIFICE RESIDENTIAL
PENDENT SPBINKLER \IKING
Maximum ceiling
slope = 6/12 (26.6').
Lisled Areas of Coverage
correspond to areas measured
along ceiling slope
(f or sloped ceiling installations,
actual floor coverage will be
less than listed area).
Refer to charl on
page '1 40 a
for listed areas
^l ^^\/or..!a
Figure 1 - lnstallation Instructions
Notes:
'l . Actual installations may require multiple sprinklers. A single sprinkler installation has been
shown for clarity.
2. For "cathedral" ieiling applications, install sprinklers in a symmetrical mirror-imag^e, of Figure C.
3. For areas up to 16'x-16;, with slopes between a 2112 gitch (o') and a 5/12 pitch (26 6). lhe
"Minimum Water Supply Requirements" for the next largest "sloped" installation must be used.
Refer to approval chart on page 140 a.
March B, 1989
1. PRODUCT NAME
ADJUSTABLE ESCUTCHEON
MODEL E 1
2. MANUFACTUREH
IHE VIKING CORPOFATION
210 N industrial Park Fload
Hastings, Michigan 49058 U.S.A.
Fax Number: (616) 945-9599
Easylink Mailbox: 628841 45
Teleohone: (61 6) 945-9501
Telex Number: 22-6400
3. PRODUCT DESCHIPTION
The Viking Model E-1 two piece Adius-
table Escutcheon is used with a pendent
or horizontal sidewall Micromatic@
[/odel M sorinkler to provide a low
profile, decoraiive recessed sprinkler.
The escutcheon's lwo piece design ai-
lows the installation and testing ot the
sorinklers orior to the installalion of the
ceiling. The outer cup can be removed
and reinstalled allowing access above
removable ceiling panels for servicing
building equipment without shulting
down the sprinkler system and removing
the sorinkler. The slio-on feature allows
for minor adjustments due to pipe or
ceiling pitch.
4. TECHNICAL DATA
See Chart for list ot aoorovals.
Adjustment range is flush to 3/4" (19mm)
recessed.
Fequires a minimum 2-1l8" (54mm) to a
maximum 2-112" (64mn\ diameter
hole in ceiling or wall.
Material:
UNS-G r0080 cold Rolled sleel
Escutcheon Finishes:'
Bright Brass
-FFleg,l;qEle |+elge#!]lql ,Harnteo Navato wnrte
Painted Black (Semi-Gloss)
'Note - the escutcheon i9 not coated or
listed for corrosive environments and
therefore should not be used tor this
ouroose.
5. AVAILABILITY AND SEBVICE
The Viking Model E- 1 Ad justable Es-
cutcheon is avaiiable lhrough a network
of domestic. Canadian. and international
distributors, see the Yellow Pages of the
telephone directory (listed u nder
"Sorinklers Automatic Fire') or write to
The Viking Corporation.
Form No. 082088
APPROVEO FOF USE WITH THE
FOLLOWING VIKING SPRINKLERS ONLY
' This chart shows the lislings and approvats
available at the time ol printing. Other ap-
provals are In process Contait the madufac-
- lurer lor any addilronal approvals.
' Approved by the Ncw York City Board ol Stand-
ards and Appeals u'roer Calendar Number
219.76-SA.
6. GUABANTEES
Viking agrees to repair or replace goods
{ound to be deieclive in material and
workmanship for a period of one year
lrom the date ot shroment. For details of
warranty, refer lo pflce list.
T.INSTALLATION
WARNING: Vrkrng sprinklers are
manufactured ano lested to meet the
rigid requiremenrs ol the approving
agency. The sprinklers are desrgned to
be instarled in accordance with recog.
nized installation standards. Deviation
from the standards or any alteration to
the sprinkler after it leaves the factory
including, but not limited to, painting.
plating. coating or modification, may
render the sprinkler inoperative and will
automatically nullify the approval and
any guarantee made by The Viking Cor,
poratlon.
A. Sprinklers are to be installed in ac
cordance with the latest published
stancards of the National Fire Protec-
tion Associatjon, Factory Mutual,
Loss P revention Council (F.O.C.),
Assemblee Pleniere, Verband der
Sachversrcherer or other simiiar or-
ganizations and also with the
provrs ion S of governmenlal codes.
ordrnances and standards whenever
applicable.
B. Recessed sprinklers are decorative
sprinklers and are generally con-
sidered special servlce. As such, if
the proposed tnstallalion requires
recessrng any ol the heat sensitive
operatrng element (glass bulb). some
Authorities Having J urisdictio n may
lamrt the use depending on the oc.
cupancy classification. Befer to lhe
Authorrty Having jurisdiction prior to
Inslallalton.
C. Reter to the appropriate sprinkler data
pag. lor addilional warnings and in.
stilrlairon instructions then install
unris according to the followlng steps:
STEP 1: Install all piping and cut the
spnnkler drop nipple so that the
raducing coupltng is at the
desired elevation.
Sprinkler 135
I
s ;
o
-l
:m
o=
z
'o
m 3
MICROMATIC@
ADJUSTABLE ESCUTCHEON
MODEL E 1
,1
Size UL FM i ULC
J/rb I u
3iB" A'1 1D'
i t2" A Bf D
1j:32" A BtlD
1.2 Cil l
"A -Oenotes aporovec In 135 F. 155 F and
175 F ralinos n a spr nkler finishes.
''B oenotes aoproveo' n r 35'F, I 55'F, 175'F
and 200'F rarinos rn Briqht Brass and
Polished Ch.om-,: sc(ntler {inishes.
''C-'Denoles approved rn 135"F, 1 55'F, 1 75'F
and200 Fratrngs n a 1 sprinkler finishes..D"-Oenoles approved In 135'F, 1 55'F and
175'F ralings in Bnghl Brass and Polished
Chrome sprinkler iinrshes.'' .Denoles approved lo. L ght Hazard Occupan-
cres only.
, Denoles appro,ad ,o ,se ,n Occupancres up
to and Inci!cjing Ordrnary Hazard Group ll
when Installed on wel cipe systems only_''tt l\.4usl be rnsra led .1 l2 below ceiling.
Sprinkler 136
STEP 2: Screw the center adapter ring
on the sprinkler. The adapter
should rest on the shoulder of
. th6 sprinkler wrench boss.
STEP 3: Apply a small amount of pipe
.ioint compound or tape to the
male threads of ihe sprinkler
only and screw into the cou-pling. Tighten with the
recessed sprinkler wrench.
STEP 4: Test the system as required
and reoair all leaks. Note if a
thread leak should occur, nor-
mally the unit must be
removed, new joint sealer ap-
olied and then reinstalled in
order to seal properly.
STEP 5: After installing the ceiling with
a minimum 2-118" (54mm) hole
{or the escutcheon, press on
the outer ring until the flanges
touch the ceiling. Note the
maximum center adapter
recess is 3/4" (19mm). DO
NOT modify the unit. lf neces-
sary re-cut the sprinkler drop
nipple as required.
DISASSEMBLY - The outer ring can
be removed and reinstalled without
removing the sprinkler to allow ac-
cess above the ceiling or to replace if
necessary. lf it is necessary to
remove the entire unit the system
must be removed from service. See
maintenance instructions and follow
all warnings and instructions.
8. MAINTENANCE
NOTICE: The owner is responsible for
maintaining the fire proteclion system
and devices in proper operaling condi-
tion. For minimum maintenance and in-
spection requiremenls, refer to the Na-
tional Fire Protection Association
Pamohlel number 1 3A. "Care and Main-
tenance of Sprinkler System". In addi-
tion, the 'Authority Having Jurisdiction"
may have additional maintenance, lesl-
ing and inspection requirements which
must be lollowed.
A. The Sorinklers must be insoected on
a regular basis tor corrosion,
mechanical damage, obstructions,
paint, etc. The lrequency of the in-
spections may vary due to corrosive
o
-----.---------r
I
Cenrer adapter Ring/
Out€r Rino.
3/4'Ma)(irnum
CenterAdapler
R€cess
(19mm)
atmospheres, water supplies and ac-
tivity around the device.
B. Sprinklers lhat have been painted or
m ec ha n ically damaged must be
replaced immediately. Sprinklers
showing signs of corrosion shall be
tested andlor replaced immediately
as reouired. Sorinklers that are 50
years old shall be tested and/or
replaced as required. Sprinklers that
have ooerated cannot be reas-
sembled or reused, but must be
replaced. When replacing sprinklers,
use only new sprinklers.
C. The sprinkler discharge pattern is
critical for proper fire protection,
therefore, nothing should be hung
f rom, attached to, or otherwise
obstruct the discharge pattern. All
obstructions must be immediately
removed or, if necessary, additional
sorinklers installed.
D. When replacing existing sprinklers,
the system musl be removed from
service. Reler to the appropriate sys-
tem description and/or valve instruc-
tions. Prior to removing the sysiem
from service, notify all Authorities
Having Jurisdiction. Consideration
2-1t16'
(53(nln)
3-1116'
(78mm)
March 8, 1989
MICROMATIC@
ADJUSTABLE ESCUTCHEON
MODEL E.1
T?e't...r
1.1/16'
l27/r'm)
should be given to,employment oi a
fire patrol in the affected area.
1. Remove the system lrom service,
draining all water and relieving all
pressure on lhe piping.
2. Using the special sprinkler wrench,
remove lhe old sprinkler and in-
stall the new unit. Care must be
taken to replace the sprinkler with
the proper model, style, orifice
size and temperature rating. A
fully stocked spare sprinkler
cabinet should be provided lor this
ourDose.
3. Place the system back in service
and secure all valves. Check and
reoair all leaks.
E. Sprinkler systems that have been
subject to a lire must be returned to
service as soon as oossible. The en-
tire system must be inspected lor
damage and repaired or replaced as
necessary. Sprinklers that have been
exposed to corrosive products of
combustion or high ambient tempera-
tures , but have not operated, should
be replaced. Reter to lhe Authority
Having Jurisdiction for minimum re-
placement requiremenls.o
o
QI'ALITY THREADAELE LIGHTWALL
SPRINKLER PIPE
The Most Technologically Advanced flpe of Sprinkler Pipe.
Allied XL Pipe is a time lested
threadable light wall sprinkler pipe
manulaclured in 7." through 3" sizes
and engineered to p.ovrde lhe besl
in low cosl sprinkler proleclion Allied
XL pipe is suitable lor use in
accordance with NFPA 13, 13D and
138, and rl can be used eilher
threaded or unlhreaded in wel, dry.
preaclron or deluge syslems having
working pressures o1300 P.S.l. or
less.
Allied XL Pipe otfers
Physrcal lealures and
characlenSlrcS
. Supe(or hydra!|cs
. Galvanreed exteflor
' Grealer yreld slrength
. Hrgh lensrle slrenglh
. Exceplronally hrgh
butsl slrenglh
. Lrghl werght
suoerior features lo convenlional Schedule 40
Used wrth slandarcl
couplrngs. frllrngs and
valvos
Recommended parnl
lnrshe5 can be
aDpIelj ro Allied xL
Pipe
Cosi and
lrme savrngs:
. Lower sprinkler . No special p.ocesses
syslem costs oa lhraad sealanls
. Freighl savings fequired lor inslallalron
. Rcduced Invenlory . Standard N.PT
cosls threading equipmenl
- Reduced wasle o
Allied XL Pipe
successfully met or
exceeded all the U.L.
requirements and was
the lirst sprinkler pipe
to receive unrestricted
Underwriters Labora-
tories. Inc. listing tor
approved fire systerns
having working pres-
sures of 300 P.S.l. or less.
Tests performed by
Underwriters Lab
Flexural tesl; Simulating
loading of typical pipe and
hanger installations. One inch
and larger srzes were tested
simulating sprinkler branch
lines described in NFPA 13.
Hydrostatic leakage &
assembly test: Leakage
and hydrostatic tests on both
contractor threaded oioe and
U.L. threaded pipe, gauged
and found to contorm with
ANSr/ASME 81.20.1-1 983.
Fire test: Simulating wet,
deluge and dry pipe tire
exoosures.
Burst test: Hydrostatrc
burst tests on threaded and
unthreaded pipe.
lVibration test: Exoosure of
UAllied XL Pipe to vibration in
order to simulate seismic
conditions.
Test performed by
Factory Mutual*
Allied XL Pipe
per ASTM A135
evaluations:
' Chemical analysis , Tensile strength
'Flatlenability
' Hydrostatic per{ormance . Qualitv of welded seams
.Jilnlweishror
. Workmanship . Finish . Marking
Joint evaluation tests:. Threaded per manufac-
turer's recommendation . Threaded per observed field
practrces {Both "drop-head"
and "adjustable"). Butt welds . Flexible pipe couplings on
roll-groove-ended pipe , Plain-end tittings (Locking
set-screw engaging pipe to
a predetermined dimension). Plain-end f ittings {Locking
sel-screw engaging pipe to
a predetermined torque
valuel
Hydrostatic tests per
ASTM A135 on:
. Threaded assemblies . Welded assemblies
Hydrostatic tests performed
at 4 times the pressure
ratings:. Plain-end fitlings . Roll-groove fittings
Bending moment tests:. Samples were internally
pressurized to their rated
worKtn9 pressure
Vibration tests:. Threaded joints
' Plain-end fittings (Locking
set-screws
engagrng ptpe to a pre-
determined dimension). Plain-end fittings (Locking
set-screws engaging pipe to
a predetermined torque
value)
Cycling pressure tests:. Three simiiar assemblies
were cycle pressure tested
20,000 limes f rom 0-125 PS.l.
Thread strength tef . Allied XL Pipe behaves
similarly to ASTM A53
malerial . Allied XL Pipe has a much
higher yield strength than
Schedule 40 of greater wall
thickness . Threads are easily cut on
Allied XL Pioe
No leaking, loosening,
weakening or other
evidence of failure was
detected in any ol the
above testing proce-
dures.
Tested against
conventional
SK40 product
Comparative tests
summary - Allied XL
Pipe vs. Schedule 40
Construction and instal-
lation: u.L. stated Allied xL
Pipe is suitable for fabrication
of sprinkler systems.
Materials: Allied XL Pipe
has mechanical strength
propertjes equivalent to or
greater than required lor
Schedule 40.
Flexural: Allied XL Pipe
passed Schedule 40
flexure test requirements
without leakage.
Hydrostatic: Assembled
Allied XL Pipe, threaded in
accordance with ANSIlASME
81.20.1-1983 can withsland
internal pressure without leaks
In lne same manner as
Schedule 40.
Vibration: Allied XL Pipe did
not leak al or below 600 P.S.l.,
twice its normal working pres-
sure. and did not exhibit anv
signs ol weakness, deteriora-
tron or wear at the threads.
Fire resistance: The me-
chanical and bending strength
oI Allied XL Pipe provides
equivalent resistance to the
stresses imposed by fire.
Bursr rest: Aneo AL Prpe -G tested to 9.000 PS.l. EF
Corrosion resistance: Based
On the examinatron Of Sched-
ule 40 pipe specimens, the
Battelle Columbus
Laboratories has estimated
that Allied XL Pipe would Iast
up to and exceeding 100 years
in most automatic sorinkler
systems. lt is expected lhat
parlicularly corrosive condi-
tions will resull in a shorter
service lite. as it will for
Schedule 40"'.
'Factory Mutual Approved lo. wet
spflnkler sysiems in t' ttrru :" sjzes f .\-., i
"Detajls available in February 21, t98a\* ,,'
reporl by Underwriters Laboratories
inc,
"'ULC - Oetarls avariaDle In January rO.
1990.eport by Underwrite(s
Laboralories of Canada.
ULC appfoved lor wet systems in
threaded applicalion.
ULC approved lor wet-dry-preaction and
deluge systems in unthreaded
aPPlcalron
Specrlrcations, descriptions, seNices
and illustralive malerial hefein afe
accurale as known at lime of publication
and are sublect to change wilhout
nolrce.
@@
Approved ffi
Approved
llllied
TUBE & CONDUIT
16100 South Lathrop Avenue
Harvey, lllinois 60426
(312) 339.1610
1-800-8ALLtE0
^ Grinnell ""o,u.o""
SALES OFFICES ANO WAFEHOUSES
Unit€d Siates
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SL'PPLT' SALES CO,}IPANY
lochn|car Slptro.l/ Mi.k ln!/oosqd $.$c63
tr0rt9.r-30q0
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E^;or. NH 0!433 - t6o3) 7t8 92oo rsrlt 5/91SP PR|N]ED ti/ u s A.
{o
CPVC FIRE SPRINKLER PIPE AND FITTINGS
FLAMEAWAY@ - 3/4 thru 2 INCH
Flameaway C PVC pipe and f ittings are
designed exclusively for use an wet
pipe automatic fire sprinkler systems.
They are made from a specially devel-
oped thermoplastic compound com-
posed ot chlorinated polyvinyl chloride
(CPVC) resin and state-of- the-art ad-
ditives. Flameaway CPVC products
provide superior heat resistance and
strength and at the same time are easy
to install. The inherent corrosion resis-
tance of CPVC provides ex6ellent
water llow characte ristics.
Vario us Flameaway adapters are
available to connect CPVC pipe to me-
taltic piping. All femate pipe thread
adapters have brass inserts for dura-
biiity. Grooved adapters connect di-
rectly to grooved end valves and me-
tatlic pipe, with standard grooved end
couolinos.
Flameaway CPVC pipe and tittings are
UL Listed. Flameaway CPVC pioe and
fittings are also UL Listed for use with
UL Listed Harvei CPVC sprinkler pipe
and UL Listed Spears CPVC sprinkler
littings. The UL Listings are in accord-
ance with US requirements for use in:
. light hazard or residential occupan-
cies as defined by NFPA 13,
. residential occupancies as defined
by NFPA 13D and 13R,
. underground wate( service as de-
f ined in N FPA 24, or
. return air plenums as defined by
NFPA 9OA.
Flameaway CPVC pipe and tillings are
C-UL Listed in accordance with Cana-
dian requirements for use in:
. lighl hazard or residential occupan-
cies as def ined by NFPA 13.
. residential occupancies as defined
by NFPA 1 3D and 13F, or
. underground water service as de-
f ined in NFPA 24.
Prinred in U.S,A. 11.97
.TABLE OF CONTENTS-
f;O 'SECTIONS-
General Description, . .. . 1
Approvals And Standards . . 1
Technicaf Data. .......2 General . .. .-2 Pipe . .. .2 Fittinss. .....2
Pipe Hangers and
Pipe Location ......3
Underground Water
Service .........3
Penetration Ot Fire Rated
Walls And Partitions 13 Installation .....13
Care And Maintenance . . . 16 General . . . . 16 Storage . . . . 16 Handling .... 16 Painting . . . . 16 Remodeling.......16 Warranty . . . . . . 16
Ordering Procedure, . . . . 16
Metric Conversions , ...16
o
\,,
The listings only apply to the service
conditions indicated in the Technical
Data section.
WARNING
Flameeway CPVC pipe and. fittings described herein must be installed
and, mainlained in compliance with
this document, as utell as with the
applicable standards of the National
Fire Prolection Association and, the
NationaL Build.ing Cod.e of Canada
(uthere applicable), in addition to the
standard,s of any other aulhorities
hauing jttrisdiction. Failure to do so
may impair the integrity of these de-
utce&
The ountr is responslb/e for main-
laining thtir lire protection system
and deuices in proper operdting coft'
dition, Thc installing contractor or
manufeclurer shou.ld be contocled
relaliuc lo ofly rluesriona
B-
E-
r-
ft-
J-
K.
L.
M.
N.
-lAELEl-
Pipe Dimensions -. 3
Pipe P ressure Loss 4
Pipe Bending
noflo^ti^^ q
Pipe Thermal
Expa nsion
Fitting Dimensions
Fitting Pressure Loss
Pipe Support Spacing
Sprinkler Support Spacing........11
Minimum Ground Cover,
Underground Service . 12
Set Times Before
Initial Handting,
Underground Service . 12
Looo Olfset Oimensions,
Underground Service . 12
One-Slep Cement
Cure Times . . . . . . .'15
Two-Step Cement
Cure Times . . . . . . .15
o
o
C.UL LISTING
R EA UIREM ENTS
-lameauuuy
pipe and fittings are rated
Jor uSe al a m,lxlmum Servlcc pre53ure
-.ol 175 psr and a maximum ambtenl
tenpcrature ol 150'F. The PiPe and
littinos have an identiliable o ran 1e
colorl
General:
1. Flanreaway Pipe and f ittings are only
to be used as Part of a wet PlPe or
anli-lreeze automatic tire spnnkler
sYstem.
2. Flamearvay pipe and fittings can be
used for both 'Protected SYstem"
and "Exposed System" installations
per the UL or C-UL Listing require'
ments given in Chart A, as aPPlica-
ble; except that system risers must
meel the requirements for a 'Pro'
tected system".
3. Flameaway pipe and fitlings are only
to be used in areas having a maxi-
mum ambient temPerature of 150"F.
Install piping away from any si[Uc'
tur3l elements which can transmlt
heat, as well as light fixtures or hot
rvater lines which could Eene:ate
(t-150"F.
Fiameaway pipe and fittings are cnly
'c r i.door ano undergrounc se:'i ice.
Flarneaway pipe and fittings musi ce
insialleci at a horizontal distance of
ai least 24 inches lrom arr i'3iui'n
oriiles or other openings in ihe celi'
in g.
Flameaway pipe and tittings mav be
used at temperatures beiow +0'F
on,y when water solutjons using
pure glycerine (anti-freeze) ar: used
to protect the PiPing system trom
freezing. The additive for the anti'
lreeze water solution can only oe
glycerin and applied per the recuile'
ments of NFPA 13. The use of an
antr-lreeze system is sublect io ap'
proval by the Authority Having Juns'
diction.
Flameaway pipe and fittings nlay be
installed in combustible concealed
spaces assuming lhat sprinkler pro'
iection for the space is nol required
by the N FPA. However, if automatic
sprinkler ploteclion is required in the
ccncealed space, as is the case lor
some N FPA 13 installalions.
Flameaway pipe and fittrngs may be
Installed within the space provtded
ihey are protectcd lrom lhe ccmous'
rtbles in the concealed space as
specrfied lor a "Protected Syslem".
It rs recommended that the Authonty
Having Jurisdiction be consulted be-
lore installing Flameaway prpe and
littrngs in combustible c oncealed
f.
7
"Protected Systcm"
- Lisled: orCinary temperature rated;
standard response. quick rL'sponse' or
residenti3l: pendent or horrzonlal sroe-
wall sprinllers nlusi be ulll|zed.
- The minimum proteciion required to pro-
tcct (cover) the piping system is 1/2 inch
thrck ply\,,/ood, 3/8 inch thlck gypsum
board. or acousiicaL cei ing panels
weighing a minimum ol 0.35 pounds per
square foot when installed erilh metallic
support g rids.
"Exposed System"
Listed, ordinary temperature rated, quicl(
response pendent sprinklers with detlec-
tors located no greater than I inches
below the ceiling; or, Listed residenlial
pendent sprinklers installed in accord'
ance with their listing must be uiilized.
The maxtmum disEnce beNeen sPfin'
klers must not exceed 15 feet. or
Listed. o(dinary temperature rated. quick
response horizontal sidewall Sprinklers
with deflectors located no greater than 6
inches from ihe ceiling and no greater
than 4 inches irom the wall; or, Lisied
residential horizonlal sidev/ail sprinklers
installed in acccrCance with their listing
rusi be uilizeC. ihe rlaxin:um distance
between sprinklers musl not exceed'14
Lisied. nT aximum 155'F iemperature
rated. quick response ucr gnt sprinklers
v/ith Cefleclcrs lccated .lc craater than 4
incn€s belclv the c-'ilina musi be utilized.
The ceiling abcve ihe "=xccsed System"
piping musi be smccth, iiai. fixed, and
hctrzonial.
"P.olectcd System"
- Listed: ordinary lemperalure raled;
standard re:pon9c, qurck rcsponSe, or
.esidenlial: pendenl or horizontal side-
v/all sprrnkle13 mu:i be uttlized.
. The minimLm protgction required io pro-
lect (cover) lhe piprnq system is lath and
plaster, 13 mm thrck plywood, I mm lhlck
gypsum board. of a suspended mem'
brane ceiling wilh lay-in panels ot tiles
classitied',,/ilh respgct to sudace burning
characteristicl ha,/ing a mass not less
than 1.7 kg/mc and installed in steel sus-
pension grids. The eflectiveness ol lhis
protecion can be impaired if penetraled
by openings such as ventilation grills,
exhaust lans connected to metal ducts
servine viashrooms excepted. Where
such ipenetration is present, individual
openings exceeding 0.03 m'but not ex-
ceeCino 0.71 m' in area must be located
so thatihe drstance lrom the edge o{ the
opening to the nearest sprinkler does not
exceed 300 mm. This piping shall not be
us-ed where such openings exceed 0.71
mz in area. Tire efiect ol the presence of
non-rated rec3ssed Iighting fixtures, pub-
lic address speakers and other interup-
tions oJ lhe orot€ctive membrane have
not been investigated.
"Exoosed Svs tem''
Lisied, ordinafv lgmperature raled. qulck
respcnse p ?iceci sprlnklers wlth i:llea-
iors lccateo no treater than 3 inches
be.ow :re c?irin:i ar. Listed res.cenllal
pencjent scrinklafs insialled in acccrd'
anc-5 with lheir lisiing musi be uirlized.
The maxlnun clsiance oetlveen sorin'
klers ilust nct exceed 15 feet, ol
Lisiaaj. orcinar'/ i:r'nperature rated. quick
response hcrizcntal sidewall sprinklers
with deilecicrs lccsted no greatar than 6
incies lrcm iha cerlino and no oreater
lhan -1 incnes irom the walli cr, Llsted
residentral hcn:cntal siCelvall sprrnklers
insialleC In accsfdance with iheir lisling
musi be ulili::C. ihe maximum drsiance
befreen sprinklers must nol exceed '14
leet.
The ceilina above the "Exposed System"
must ce s-mooth, flal. lixed. and hcrizon-
tal.
(
b.
CHART A
PROTECTED AND EXPOSED SYSTEM REOUIREMENTS
spaces, to determtne il anY addi-
tional requirements app ly.
P ipe:
Flameaway CPVC pipe rs Produced to
standard dirnension ratio (SOR) 13.5,
and per the requiremen{s ol ASTM
F442. Aete( to the follo',ving tables for
additronal engineerrng des ign data:
. Table A - Pipe Dimensions
. Table I - Pipe Pressure Loss
-2.
. Table C - Pipe Bending Deflection
. Table D - Pipe Thermal Expansion
Fittin g s:
Flamearvav CPVC tittings are manu'
factureo to speci{ications which ex'
ceed ASTi\l F.138 and F439 standards.
Socket type ends are reinlorced with
increased !vxll thickness and have
Schedule.l0 dimensions lor sizes 3/4
throuqh 1 - 1 '2 inch pipe sizes (ASTM
F438tand Schedule 80 dimensions lor
UL LISTING
R EOUIR EM ENTS
, inch oipe size (ASTM F439). Female
inieaobo adapters, lor sprinkler heads
anJ conne.tions to metallic piping sys-
l-.. "re made with a threaded brass
e l' l"?To:1,1s:i",;:"3';" lii';ll3 n' ^ \sl Standard Y (hreads ate Per ^l
E 1.20.1. Grooved end adapters can be
used for connection to metallic piping
svstems and are molded in accord'
ance lvith Gruvlok standard cut groove
ipecrticatrons lor steel pipe The
oiooved end adapters are suitable for
ise lvith flexible grooved end cou'
plings (e.9., Gruvlok Fi9.7000) that are
iisted o, approved
'or
fire protection
service.
I AElLE A
PIPE DIMENSIONS
NOTE
Rigtd type grooued end couPlings
ntist not be utilized, since damage to
the grooued end adapter rnay. result-
Refer to the following tables for addi-
tional engineering design data:
. Table E - Fitting Dimensions
. Table F - Fitting Pressure Loss
Pioe Hanqers and PiPe Location:
The use o-f uL Listed'Mo dels 22, 23,
and 24 pipe hangers manu{aclured by
Tolco, Inc. is recommended. These
hanqers are especially designed ior
use!ith CPVC pipe and fittings. Oth-
lvise, steel pipe hangers having a
lnimum 1i2 inch wide bearing sur'
iace and lree of sharp edges, or lvrap
around U-hangers can be utilized,
where acceptable to the Authority Hav-
inq Jurisdiction. Refer to Table G ior
piIe support sp acing data.
Adequate bracing must be applied ad'
jacent to sprinklers so that any oper'
ated sprinklers will slay in their normal
position as opposed to being affected
by the forces of discharging water.
Proper bracing includes the use of a
standard band hanger with the
threaded rod positioned with a 1i 16
inch gap between the end of the rod
and the pipe surlace: a wraP-around
U -hanger; or, a Tolco Figure.22 ha{g,er
installed In the inverted posltlon. Heler
to Table H for sprinkler support data.
U/hen the pipe and fittings are being
used in "Exposed Systems", the lol'
lowing criteria also apply:
1. For pendent sprinkler installations'
the hangers must be anchored so
that ihe oioe is in direct contact with
the ceiling.
-2. For horrzontal sidewall sprinkler In-
n o :FJi"J:"::' 1ffi,',i:'ft".T:lT,?li
S contact with the side wall and lvith
the centerline ol lhe main run of pipe
at a maximum ol 5 inches below the
cealing.
3. For upright sprinkler installations,
rioid hanoers must be secured to the
cjilinq *iih tne centerline olthe main
run oi pipe at a maximum ot 7'112
inches below the ceiling. The dis-
tance from the centerline ol a sprin-
kler to lhe nearest hanger is to be 3
inches.
Underqround Water Service:
Flameiway pipe and fittings may be
used for underground water servlce
when installed in accordance with
NFPA 24 and the following criteria:
Trenchin o
The trench bottom is to be continuous,
smooth, and free from rocks. V/here
ledoe rock. hardpan, or boulders are
enc-ountered, cuihion and protect the
pipe by padding the trench bottom wlth
sand dr compacted f ine grained soils.
The deoth of the pad is to be at least 4
inches in depth.
Thouoh the trench wiCth should be as
na,roiv as possible, it must be wide
encuqh to allow for convenient instal'
lation: Joining the pipe and iittings out-
side of the trench will allow ior mini-
mum possible trench width. Sufficient
cover must be maintained to keep ex-
ternal stress levels below acceptable
design stresses. Refer to Table J for
minimum ground cover data.
NOTE
Retiability and safety of service is of
the utmoit importance tn determining
the minimum couer for an intended
service- Be sure to chech with the
Aut hority H au i ng J u r i s dictio n.
Assembly Anrj Initial Scl Times
Before using, be sure to inspect all
pipe and fittings. lf there are any flaws
noted, such as cracks or gouges, lhey
are to be cut from the pipe' or in the
case o{ littings, discarded. Refer to lhe
lnstallation section lor assembly meth'
ods.
Reler to Table K for the amount of time
required to ensure assembly before
handling.
Once good handling strength has been
obtained, the cemented assembly may
be carefully lovrered into the trench.
Support the pipe as it is being lowered
into position, to prevent the application
of excessive bending stresses to ce-
mented joinls. Under no circum-
stances should the pipe be dropped
into the trench.
S n akino Ot Pipe
Snaking or ollsetting the pipe with re-
soect to ihe iranch cenierline providas
for extra pipe length to compensate tor
any anticipat?a rhermal contraction
that may octur in newly cemented
oioelines. Rei:r to Table L for under-
grouno loop oiiset dimensions to com'
p ens aie lor ccntraction.
In gen:ral, it is preferable to snake ell
pipe assemblies along side the trench
during ;ts curing time; however, it is
particularily necessary when installing
pipe in high temperature conditions.
. Snake pioe lengths joined during hot
lveather in the Iate afternoon heat. This
will guard against possible joint sepa-
ration due (o thermal contraclion ot the
pipe as it continues to dry throughout
the cool night air. When installation air
temperature is substantially above op-
erating and ground temperature, snak-
ing is required in the trench. Adjust the
width of the trench accordingly. WHILE
CURING A SNAKED ASSEMBLY
AVOID APPLYING ANY UNDUE
PRESSURE TO THE ASSEMBLY.
B a ckfilling
Underground pipe is to be thoroughly
inspected and tested lor leaks prior to
backfilling. Refer to "Pressure Testing"
in the lnstallation section.
The pipe is to be uniformly and con-
trnuously supported over its entire
length on tirm, stable material. Block-
ing rs not to be used to change PiPe
grade or to intefmittently supPorl plpe
icross excavaled sections. Piping is to
Nominal
Pipe Size,
lnches
Average
o.o.,
lnches
Average
t.D.,
In che s
Weight,
LbsJFt.
314 1.050 | 0.874 0.1 7
(Continued on Paga 13)
o
FLOW,
c^!LoNs
UINUIE (cPv)
FRTCTTON LOSS (c=lso), PStlFr.
NOUIN L PIPE 92L THCHES
\ /A 1-1/4 1- 1/2
1
2
J
5
0.0006
o.oo28
0.0059
o.0 r oo
0.0t51
0.000J
0.o009
0.oo r 9
o.0053
o.0050
o.aaj1
O.r..tjOJ
o.aao6
0.001 1
Q..,Q 1 a
0.0000
0.0002
0.000J
0.0006
0.0006
o.oooo
0.000 r
0.000I
o.0002
0-0005
6
7 I
r0
o.02E r
o.0560
O.Q447
0.054,f
0.00 70
0.009J
0_0 t20
0.0149
0-0r81
o.aa2J
0.c0J0
a.aue
0.cc5a
0.0012
0.0016
0.0020
0.0025
0.0030
0.000+
0.0005
0.0007
o.0008
o.00 r 0
11
t?
r5
14
r5
0.0549
o.0762
O.OEEJ
0.r0rJ
0. r 151
0.02 r 5
0.0255
0.02 9J
0.0J57
0_0362
0.00 59
0.0081
0.0095
0.0108
0-012J
0.00J6
0.0042
0.0049
U.UUf,O
0.0064
0.00 l2
0.0014
o.00 r 7
0.001 9
o.oo22
r6
l7
lo
r9
l0
al 451
6r5 7nl
:, OU
0.045 |
0.0482
0.0592
0.065 l
0.01J9
0.0 r 55
0.0r 7J
0.0191
4.0072
0.008 r
0.0090
0.0099
0.0109
0.0024
0.0027
0.00J0
0.00J5
21
tl
2J
6 )11\
02558 0:5J8
o2746
o2962
0.071J
0.0777
0.0843
0.09 1 2
0.0984
0.0250
0.0J1 7
0.01 I 9
0.0130
0.014r
0.0r 55
0.0 r 64
0.0040
0.0044
0.0048
0.0051
27
JO
0.5r 85
0,54 | 5
0.4 r 50
0
0
0
0
0
o58
154
213
295
J/d
0-0341
0.0i91
0.o 177
0.0190
c.0205
0.0216
o.0060
0.0064
o.006E
o.0073
o.0078
32
35
0.4409
0.4676
0.4950
0-5251
0,55 r 9
0
0
0
0
465
lfJ *4
737
OJJ
0.c55c
0.c5,cc
0.4245
0.0250
0.029 r
0.0:07
o.00EE
0.0095
(1 nnatt
JO
Jt'
59
40
0.19I l
u.tvJt
o.21 34
o2239
0.2317
0.c32 2
0.07:1
0.0525
0.0 540
0.0 J5 7
0.0574
0.0592
o.0109
0.0rI5
o.01 20
0.01 52
41
43
0.2457
o ? t60
0.2918
0.07-c 1
0.c827
Q.C9.:0
0.04J0
0.0,r49
0-04 68
0.0 4EE
U.U I J5
o.01 45
0.0 151
n n15n
0.0 | 65
46
47
48
49
o.50J9
0.5288
0.1416
0.J546
0. i019
0. 1059
o.l tm
o-tt4?
0.0508
0.0529
0.0 550
0.057 r
0.0593
0.0171
0.0 r 78
n nroT
51
f.]
55
0.J579
0.3E r J
0.J950
0..1089
0.4250
0.1 185
n ! ?rq
0.1Jl7
0.0615
0.0 638
U.UOOU
0.0684
0.0 707
o.021 5 u-utzt
0.0251
0.02J9
56
)t
58
OU
0.43 75
0.45 r 9
0.4 657
0,48 r 7
0.4 9 69
0. 1..09
0.1.{56
0. | 50.1
0. | 6c0
0.0751
u.u / fo
0.0780
0.0E05
0.08J I
o.0247
n nrqq
0.0263
o-0280
64
0.1 7cc
0.1 30J
0.1909 0i0l 7
0.2 r29
0.088J
0-09 J 6
o.099 |
0.1047
0. r 105
o.0296
o.03 | 6
0.05J4
0.0555
Ftow.
GALONS
PER
UINUTE
(cPu)
FRTCTION LOSS (C-150). PStlFT.
NOUTN..I PrPt S/ZE, jNCHES
3/4 | r 1-1 /4 1-1/2
72 -11
80
0.2242
o.2J59
o.217A
0.28cn
0.1 | 64
o.1225
o.12a7
0. I J50
0.1415
o nro \
o.04 l J
o.o4Ji4
o.0455
O.O^7 7
&4
86
RA
90
0.?9a2
0.
0_
0.
0.
0.
481
548
617
688
759
o.0500
0.0522
u,u>40
0.o569
o.059J
94
96
98
n 14ro
o.5672
0.J8r E
0.J967
0-41 r 8
0.'!832
0.1 907
0.1 982
0.2059
o.06l8
0.06,{5
0.0669
0.0695
o_072 1
05
rO
20
25
0.2f,40
n tcqn
v.z / oJ
0.2 995
0.o789
0.0860
0.095,+
Q.r o10
o.1090
JO
40
45
50
0.u73
0.3725
0.J984
0.4251
4.1526
n
0.
172
256
341
434
527
55
70
75
0.4809
0.5100
0.5599
0.5020
Q. I OZI
o.1720
0.1 82 1
.o- r 925
180
r90
195
200
0.6342
0.6672
0.7009
0-7707
0:1 39 n ?rsn
0.2564
0.248 1
0.2600
205
210
215
220
225
02845 n'1A'r't
0.J101
U.JIJJ
2J0
235
240
230
U-JJO /
0.564J
0.5784
0.5928
255
z6u
lbf,
270
275
o.4075
o.4221
o.4575
0.4529
0.4686
2AO
285
?90
295
J00
0.4845
0.5006
0.5169
0.5J56
o-5504
505
Jro
Jr5
0.5675
0.5848
o_6024
-/
(
TAB LE B
PIPE PFIESSURE LOSS
o
LENCTH OF RUN. FEFI
One End Restrained O 73"F
LENCIH OF PI.JII,
'E
IT -t
prp€ DEr-LEc.rroN. ".;J
Two Ends Festrained @ 73'F
I
jl ::
: t.rz
TABLE C
PIPE BENDING DEFLECTION
Length
of
Run,
Feet
Plpe Detlection, lnches
NPS, Inches
3t4 1 l1-1t4 1-1t2 1 2
2 1.7 ,|,1.0 0.8
10.8 6.O o-6 6.0 4.8
\7 21.2 1A Q I J-+11 .7 9.4
llo 43.2 34.5 27 .3 23.9 19.1
12 62.2 49.7 39.4 34.4 27.5
15 97.3 77.7 61.5 s3.8 4s.0
17 124.9 99.8 79.0 69.0 55.2
20 172.9 1 38.1 1 09.4 95.6 76.4
ZJ 270.2 215.7 1 70.9 1 49.3 1 19.4
389.1 310.7 246.1 215.0 172.0
529.6 422.8 335.0 292.6 234.1
40 552.3 437.s 382.2 305.8
.lc 553.7 483.8 387.0
597.2 477.8
Length
of
Run,
Feet
Pipe Detlection, Inches
NPS, inches
314 I 1 l1-114 11-1t2 1 2
2 0.4 ^,1 0.2
2.4 le 1.1
4.6 z-o 2.1
IU 6.0 3-Z
1t 'r 0.9 o.o /.5 o-u
1t-J 17.0 I.J.J 1 1.8 9.4
17 1LJ 1t .O t/.,1 1( 1 12.1
20 .t/.d 30.2 tnq to./
25 59.1 47.2 37.4 32.7 26.1
30 8s.1 68.0 5s.8 47.0 37.6
1 15.9 92.5 73.3 64.0 sl .2
40 127.1 120.8 95.7 83.6 66.9
45 160.9 128.4 121.1 105.8 84-7
(n 198.6 1 58.6 12s.6 130.6 104.6
eo
-c-
,*a*uo,
'
,*ro* oroo"=,n" o*n f*oar,n*
ALL ptptNc MATERTALS EXPANO ANo ColrtRACT UTlr CHANC€S lN IEUPERAIURE. SIHCE CP\rc' PRooUCTS CAN EXPANO OR CONTRACT AS MUCH AS
5 TO 7 NM€S TH^T OF SIEEL, ALLOW^HCES I,IUST 8E MAOE ifHEN OESICNINC ^ CPVC PIPINC SYSTEM
'I.IAI
ViILL gE EXPOS€O TO EXTREME
SUMM€R TO WNIER TEMPER^TURE VARIAIO S. O!€N IHAT TH€ COEFFICIENT OF LINEAR EXPANSION FOR FLAUE^W^Y CPVC TIRE SPRINI(LER
.SYSTEMS IS 5.8rIO-T Pst. IN GENERAI.
^LLO'''
AFPROXIIIATELY 0.25 TNCHES OF MOV€MENT FOR EVERY 50 FOOT O' PIP' RUN FOR EACH IOf
-8ANGE
IN TEMPERATUR€.
-IHERMAT IINFAR FXPAN
q
Ar = lzd(Al)
vr}|ERE:
L - RUN LEtlOrr{. ai:t
c . J.EIIO.3 IH,/(IN,f). COEFFICIENT OF LINEAR EXPAN5ION
AT = IEMPERA1UPE CHAN6€. f
IHERMAL LINEAR EXPANSION CHART (REFERENCE)
EXPANSION LOOPS
USUALLY CHANC€s IN SPRINKLER PIFINC S)5i:MS WILL AOEOUAIELY COMPENSATE FOR ANY EXPANEON AND CONfiIACION. HOYI€VER. FOE LONG
RUHS OF PIPE Yfl{€RE LOOPS ARE REC{J1RED. ThE FOLLOY NG FORMULA S}IOIJLD BE USED TO CALCILATL SEE I}lE OT^RIS INCLUOED OI{ lHE
FOLLO\IING PAGE FOR REFERENCE.
EXPANSION LOOP FORMULA
LOOP LENGTH lN INCHES -
WTTERE:
E = MOOULUS OF EL^SNqTY AT MAXIVUM IEMPERATURE. PSI
D - OUI9O€ PIPE DIaMETER, TNCHES
AL . CH^NC€ IN LE GT}l DU€ TO CHANCE IN IEI,IPERATURE. INCHES (SEE THERUAL EXPAIISON)
S . $ORKINC STRESS ^T
MAXIMUM TE PERA1URL PSI
TABLEO.PAFTl
PIPE THERMAL EXPANSION
CHANGE
(Ar), T
THERMAL EXPANSION (AL), INCHES
RUN LENGIH (L
t0 ,{0 60 70 EO 90 lCO 120 l,t0 160
0.r 8 0.J6 0.,r5 0.64 0.75 o.E2 0.91 t.09 ! tt 1.46
0.14 0.4r o.5a o.96 1.09 115 l.6,r
40 0.57 0.7J o.9l r.og llB 1.+6 1.64 r.82
0.46 0.68 0.s1 1.14 r.60 I A',t 2.05 228 2.71 5.19
60 0.27 I .64 1.92 2.45 2.) +4,JE
70 0.5,+I:E 1.9 l 1t\J.19 1.17
EO r,09 I ..{6 t Flt 5.28 ,r.J8 5.a,r
0,41 0.8?l:3 1.€4 2,46 2.RJ 4.10 5.71 6.56
100 0.,r6 n ot r.3?3.19 4.10 4.56 5.4?7..30
MO0ULUS OF ELASTICITY ANO STRESS vs. TEMPERATURE
TEUPER^TuRq f 7t l0c r rct l2$l4c r50.
MooULUS OF €LASTTOTY. (E) r l0!, PSI 519 J.aa 5.16 245
$ORKINO STRESS (S)r P9 2000 r 880 r 750 1620 1560 1100 ro00
-O-
7
I
n
at
.XPANSION I_OOP CONFIGURATIONS
LOOP
o
z
o
l/a t LOOP LENGTH
1/4 x LCCP LaNCIH
CHANGC OF DIRTCTION
'-ONG EUN OF PIPE
f--]
t
o
o o s
qb
r+
RISTRAINING
PIPE HANGER
NON-RESTRATNINC
PIPE HA^CER
0lRtcttoN oF
EXPANSION
TABLED-PART2
PIPE THEFIMAL EXPANSION
LOOP LENGTHS @ AT = 6O'F (4OF TO IOO'F)
Fd:'
INCH ES
RUN LENCTH. FEET
t0 20 JO 50 70 80 r00 120 140 r60
LOCP LENGIH. INCHES
3/1 r0 t4 29 JI
I lt 25 t7 29 J5 J8 4l
15 1B 2i 2a l0 IJ JJ J9 46 49
1-1/2 JO 32 12 45 49
2 r5 26 ll 42 46 59
LOCP LINGTHS @ AI = 8O'F (30'F IO 110'F)
NOMINAL
PIPE SIZE
(NPS).
INCHES
RUN LENGTH. FETI
10 20 30 40 50 70 90 100 120 140
LOCP LENCTH, INCHES
20 .to JI 33 a0 11 17
1f 2J 35 4l 45 ,t9
1-t/4 15 21 4l 46
1-1/2 22 27 4I 49 54
)IE 25 11 46 49 al DI
LCCP LINGTHS @ AT = 100'F (40'F T0 140'F)
F,:i:'
]NCHES
R!N LENGiH, FiTi
10 20 s0 70 60 90 120 140 r60
LOC: L!NGrh, rNCf ES
46 ltolr.
17 1O 49 -l 61
1-t/4 r9 26 45 4B :f,
1-1//2 20 28 J4 48 )t
2 JI J6 D:69 6r 87
NOMT
^I
-- l
OU lli rr
DIAMI tl.
(tr)
-,,,.,
|.lirlrI
2tl I
2,ll ,,1
-l
-
|r"il.\i1-t-_
{r I I rl
rl | !t,\
"hl
t 1
\l rll I
0
I- TYPICAL SOCI(ET DIUENSIONS ARI rN CHaS
NOMINAL
FItsL
:rtL
(NPS)
NOM INAL
SOCKET
ulr I i-r
(A)
NOMINAL
BOTTOM
OIAMETER
(B)
TIOMINAL
EIIlRANCE
Dr/+rtTaR
(c)
3/4
I
t-r/2
.,
0.7r9
0.6 75
r.500
r.Jt0
r.894
|.J21
t.475
l3l?
2.:21
FITTING
TYP E
PART
NUMBIR
FrrTrNc otMENsroNS aRE rN [Jct-
NOMINAL PIPE SIZE I I/.K'-OUT (NPS) | (r/o)
J/4 | s/ta
I
'13/1 l-1/1 | tte
I l-1/2 I r "t 2 | t-1/4
Pf07
PTIO
Pf 12
Pf20
REDUCING TEE
P0707r 0
Pr00707
P r 00710
P 101007
Pr21007
Pr210t0
P1210 t2
P 12120']
Pr21?10
P202007
P202010
P2020r 5
XxYrZ RUN (x) ljruN (Y)@l
I
I t/r 6
|7/E
I 1t/ta
I tt/t6
|,,_r/,6
I 'l 7/E
t
, _r/,6
|:l 'l
1_t/a
I t5/ t6
|r_5/r6
I
r _r/r6
I t-3/t6
t-Jlro
1-.t/8
161j@
,r ll !
rl tt.
rt I r! |
r\.1,t4
r,\. I t'r,
*\)Yr
.\ rrrr
n til,
.tfi
"'. J6
.\ J6/f
.\ J7a
\ ra:
$.5ii
3/tx3/atl
1x J/1 | 3/a
1r3/at1
1 t 1 t J/t
1-1/axIx3/4
1-1/4x1t1
1-1/4x1r1-1/1
1-1/4t1-1/4\3/4
1-1/a ,. 1-1 /a | 1
1-1/4,1-1/4 x 1-t /2
1-1/2tt-t/ar3/a
1-1/2xt-1/4x1
1-1/2 r l-t/2x3/a
1-1/2r1-1/2x1
1-1/2\1-1/2t1-1/a
1-t/2xt-1/2x2
2 x 2 x 3/a
zr l\ |
2 x 2 x t-1/2
3/1 | tt,
s/16 | stra
3/1 | sto
e/16 1 s/15
3/4 | ,to
3/4 | tt,7/e | ,tu
r/4 | t/o
./4 | t/,
'lr 3/4 | ./'
J/1 t, :/,t/1 I ,r.
3/4 | st,
7/8 | . t/z
1-t//t I t.ty.
r/1 | st,
t/4 | :tt
rtl
SPRINKLER HEAD TEE
PST070705
PSTt 0 | 005
PST100705
PST I Ot 0l0
PSr 12 r 005
PSr20l505
PST202005
XrYxZ Eul (x) I iux (Y)
3/t t 3/t x l/2 NPT
lrlxll2NPT
1 r 5/a x t/2 NPj
lxlxlNPT
1-1l,+ r 1 r 1/2 NPI
l-1/1 | l-t/4 r 1/2 NPT
l-1/2 | l-t/4 x l,/2 NPT
t-1/2 , t-t/z t l/2 NPI
2 | 1-1/2 | l/2 NPT
2x2r1/2NPI
7 /16
t/2
7/16
rt/16
7 116
7 /16
t/2
t/2
1/2
t/2
1/16
t/?
9/t6
/r6
9/t6
1/t6
:/o
t/2
1/2
l-l/8
t-t/1
t-t/8
r-t/2
t-t /2
| -a'/a
| -1/8
1-t4/16
I - 1../16
0
0
F :i
j\_
J:
:+l:'
o
TABLE E. PAFT 1
FITTING OIMENSIONS
-6-
o
o
FITTING
TYP E
PART
NUMEER
FIT'IINC DIMENSIONS ARE IN INCHES POUNOS
NOMINAL PIPE SIZE
(NPS)
TAKE-OUT (r/o)WT
S',rRArCHl
PXOT
Px to
PXJ2
Pxr5
PX20
J/4
I
1-1/4
t-1/2
,,
s/16
3/1
7/8
I
1-1/4
0.156
o.212
0.506
0.990
RE0UCTNC
PX1007
xrYxwrZ RUN (X. Y oUlLEf (w,
0.J04 1r1r3/4r,3/1 J/4 t5/16
PLlO
PLI2
PLI5
PL2O
3/1
1
1-1/1
9/16
7/6
'|
r- 1/1
0.079
0.191
0.242
0.594
SPRINKLER HEAD 90' ELBOW
PSLOTO5
PSLl005
PSLr 007
XxY
0.r 60
0.210
3/4 | 1/2 NPI
I x 1/2 NPT
1 x 3/1 NPI
1- 1/1 | 1/Z NPI
1/2
t/2
9/16
7/16
1-1/8
1-7 /16
45' ELBOW
9FLO7
PFLI O
PFLI5
PFI2O
5/1
I
1-1/4
5/ 16
5/16
3/8
0.055
0,1 lg
0.176
0-264
0.616
COUPLING
PKOT
PK 1O
PKI2
PKI5
PK?O
3/1 | tz.
rrl/s 'l 't-1,/4 I tZt
1-t/2 | tz,
2 | t/6
0.04E
0.oal
o.l l4
o.t 75
REOUCING COUPLING
PRKIOOT
PRK I2I O
PRX151O
FRK15I2
PRK2OIS
XxY
1/8
t/8
1/E
t/8
0.o71
0.t l0
0.154
0.t54
| , 3/a
1-t/a t 1
1-r /2 | 1
| -1/2 ' t-t/4
2 , 1-1/2
t'{
TABLE E. PABT 2
FITTING DIMENSIONS
-9-
F|TTTNG I PART
TYPE I i.IUMBER
r'innE'.6rMENstoNt ; ARE tN INCHES POUNDS
NOMINAL PIPE SIZE
(NPS)
TAKE-OUT
(1/o)WT
FLUSH BUSHING
Pet ao1
P?12A7
P81 210
PBt 507
PA2007
PB20l0
P42012
P82015
1/2 | 0.04a
5/a I o.ror
t/2 | 0.077
ts115 | o.'ut
1t/16 | o.trt
s/16 | o.ott
1-J/16 | o.z t:
t I o.zoz
15/t6 .. I 0.207
3/1 | 0.172
| | 3/a
1-tt/4 x 3/4
1-1/a ' 1
1-1/z I J/a
1-1/2 | 1
1-1/2 | 1-1/a
2 x J/a
2 x 1-1/a
CROOVED COUPLING ADAPTTR
PGAI5
J ;
t-rt
I
t--
x x PIPE O.D.
t-5/16
1-3/E
1-7 /tE
0.154
o.220
| -1/4 r 1.660
l-1il2 x 1.900
2 x 2.375
FIMALE ADAPTER
PFAOT
PFAlO
PfAl2
PTA15
PfA2O
3/a x 3/t NPI I ttt
1!1NPT I sut0
1-1,/4 x r-1l4 NPT I tt"
1-1,/2 x 1-1/2 NPr I tt,
2x2NPr I g/to
0.t 30
o.240
0.450
0.570
SPRINKLER HEAD ADAPTER
PF5A0705
?FSAr 005
FFSA1007
J/4 \ 1/2 NPf
1 x 1/2 NPI
I x 3/r NPf
1/2
5/6
9,/16
0.r20
0.r 50
0.r 60
SPIGOT
PSHAo705
PSHAl005
3/a , t/2 Nn
I x l/2 NPT
I /r6
3/1
o.100
0.120
CAP
oad-t
PC10
3/1
I
1-1/1
7
7/16
s/16
t/2
9/15
I r/r5
0.037
o.066
0.r50
0.290
,/-?
(.ii
t't
o
TABLE E. PART 3
FITTING DIMENSIONS
10.
t
-Equivalent Feet ol Pipe
NPS, Inches 3t4 1-'lt4 t- va 2
90' Elbows 7 7 o I
45'Elbows 1
lee-Hun 1 I I
Tees-Outlet 5 6 z 10
Couplings 1 1 1
TABLE F
FITTING PRESSURE LOSS
Maximum Vertical SPacing.Maximum Horizontal SPacing, Feet NPS, Inches
Risers must be supported with a vertical alignment
using hangers at each lloor level or every 1O feet o{
elevation. whichever is less.
Risers may be supported by hangers located adiacent
to the riser on the horizontal sections of pipe proiecting
from the riser. The hangers should be located as close
as possible to the riser and should be capable ot
restraining horizontal movement of the riser so as to
maintain vertical alignment of the riser.
Risers may also be supported by clamps applied di-
rectly to the riser pipe; hovrever, the clamps must not
exeri compressive stresses cn ihe pipe. Therelore, it is
recommended that ihe clamp, as aoplicable, be located
just below a coupling so that the lower tace of the
coupli4g rests against the clamp. To take advantage of
this type ol riser support tac;rnique, the system de-
signer should plan for a coucling at each lloor level or
every 10 feet of elevation, as necessary. :
I AD Lc' \.:
PIPE SUPPORT SPACING
Maximum Support
Spacing Distance
NPS,
lnches lnches Feet
314 o
1
1-1/4
1-112 to 2 -l
LO
TABLE H
SPRINKLER SUPPORT SPACING
Minlmum Ground Cover
(HeavyTrafllc),
lnches
Minimum Ground Cover
(Light Traffic),
lnches
12 to 18 314 to 2 (
NOTES:1 a wider trench may be neeoed if the pipe is joined in the trench or snaking ol the pipe is required
i igffiirri"o oin" ilto u" buried at teasi tz inches below the maximum expected kost dePlh line'
;: ffi;; ;;.];i"e beneath surlaces that are subiect to heavy weight and/or traffic, such as roadways.
encase piping in a metal or concrete casing.
T^Erl tr |
MINIMUM GROUND COVER _ UNDERGROUND SERVICE _
Set Times Before Initial. Handling To Assure Strength Of Assemblies, Hours
NPS, lnches 60 to 120'F 40 to 59'F 32 to 39'F
314 to 1-114 1t4 1
1-112 and 2 6
TABLE K
SET TIMES BEFORE INITIAL HANDLING _ UNDERGROUND SERVICE _
iO t;tt
Maximum Temperature Variation, "F BetYJeen
Time Ot Solvent Welding And Final Use -
TABLE L
LOOP OFFSET OIMENSIONS
TO COMPENSATE FOF CONTRACTION _ UNDERGROUND SEHVICE _
Loop Length, Feet | 10'
3455667788
7 g 11 13 14 16 17 18 19 20
-i8222G29323s374042
be cooled to near soil temperature A"-O tn" p;p;ng systcm -tltis solution will
fore makinq the last connections and be non-uolatile. Furtheri dry granular
backfilling. During hot weather, back- calcium hypochlorite must not be
fillinq is to be done during the early stored or ttsecl near CPVC soluent ce-
r Cd.ThT:':"# h":i"."?::,*i{i ;:il H ;
"
:;"", o, o " an d,,, nss
ne\vly assembled joints. wtthin an ambient temperature range
of 32 to 1 20'F, ref er to the f ollowing
Pipe can be installed in a wide range sub-sections as appropriate:
of sub-soils. Backfill soils should be
stable, as well as applied in such a . Cutting The Pipe
manner as to physically shield the pipe
from damage. Attention should be . End Preparatons
given to local pipe laying experience
which may indicate Potential pipe bed- . Cemenr
ding problems.
Penetration Of Fire Rated Walls And
P a rt itions:
Consult the AHJ with regard to fire wall
and partition penetration with CPVC
pipe. Several UL Classified through-
penetration firestop systems are ap-
proved for use with CPVC pipe. Con-sult the UL Building Materials
Directory, the UL Fire Resistance Di-
rectory, and the system manufacturer
for proper selection and application.
NOTES
Ge n e ral C, o n si de r at i o n s
'l-O:::":,,r,nT:B';,f;!,#::;,iz':::::approprtaie saieiy precauiions must
be taken and installation personnzL
need to be completely familiar with
the potential hazards, appiicction
procedures, protections, and precau-
tions outLined in the h[oterial Sciety
Data Sheets for the applicabLe pi-m-
ers and / or cernents-
(lsc Caution WLth Wpldins Torcies
At construction sttes where plastic
pipe is being installed or has recently
been solvent welded. sneciaL coution
must be taken uhen using ueLding
torches or other eouioment where
sparhs might be inuotued. Flammable
uapors from cemented joints some-
times linger within or arounri a CPVC
piping system.
Usa Catii.on Wi.th Calcittm
Hy norhlorite
. Joint Assembly And Cure Times
. Assembly ln Hot Weather (greater
than 94" F)
. Assembly In Cold Weather (less
than 40" F)
. Sprinkler Installation
. Metallic Piping Connections
. Pressure Testing
Cutting The Pipe (Fig. 1):
Use ol a wheel hand cutter, having a
cutting wheel intended for CPVC
pipe, is recommended tor cutting
Flameawa-v pipe. Alternatively, a fine-
toothed saw and miter box or oower
saw can be used. Proper assembly
requires that the pipe have square-cut
ends to provide optimum length of
bonding surface.
NOTE
The use a rachet cutter is not permit-
ted.
End Preparations (Fig.2):
After cutting, the pipe ends must be
deburred, inside and out, since burrs
and filings can cause leaks. When de-
burring the outside, a slight bevel is to
be formed on the end of the pipe. The
bevel eases entry ot the pipe into lhe
fitting socket, as well as minimizes the
wiping away of cement from the inside
wall of the fitting socket.
Make sure the end o{ the pipe and the
base of the fitting have an interference
fit. The pipe should make contact with
the fitting socket wall between one-
third and two-thirds of the way into the
socket. lf the pipe bottoms in the
socket dry, or it lhe pipe will not enter
the socket dry, check the dimensions
ot the pipe and fitting for acceptability.
Wipe the pipe ends and fitting sockets
with a clean, dry cloth to remove any
moisture. dirt. or other substances
from the surfaces to be joined. Mois-
ture can add to curing time, and any
foreign substances in the joint can
weaken the ioint.
Cement (Fig.3):
CPVC pipe and fittings referenced
herein are to be assembled with either
of the following One-Step or Two- Step
Solvent Cement Systems per the ap-
propriate 'One-Step" or "Two-Step' in-
stallation instructions:
. Flameaway GF1 One-Step Cement
. Flameaway GF2 Two-Step Cement
and Purgle Primer
. Spears FS-4 One-Step Cement
. Spears FS-3 Two-Step Cement and
FS-1 Primer
EXCeOUOnS:
1. For upright spinkler installations,
only use "Hameaway GFl One-Step
Cemen{.
2. For underground water seNice, only
use "Flameaway GFI One-Step Ce-
menf or'Flameaway GFz Two-Step
Cement and Purple Pdmef.
rVO?ES
The use of dny other soluent cement
system uilt void oll warranties and
laboratory approuals
Cement and primer containers, as ap-
plicable, should be hept tightly closed
Do not use dry granular calcium hy-
pochlorite as a disinfecting naterial
for water pttrification in potable
CPVC water piping systems. Tln in-
tror-Iuction of granules or pellets of
calcium hypochlorite uith CP\-C sol-
uent cement and primers (including
thet'r u6p6rc) may result in a uiolent
chemica! reaction if water solution is
not used. It ts aduisable to puriJl,Iines
by pumping chlorinatcd ruoacr inlo
13
primer which may have accumulated
at lhe boltom of the fitting sockets.
Second, apply a full, even layer of Two-
Step Cement to bolh the pipe end and
litting soctet vihile the Prirner is still
wcl and lacl'/, slatlirlg with the pipe
end. Use thE dauber or a natural bristle
brush. A br,..ish ha'/ing a width approxi-
mately one-half lhe diameter ol the
pipe vrill help assure lhat an even
amount of i//o-Step Cemenl is applied
to the pipe sudace. Lightly re-coat the
pipe end lo assure that the coating ol
Two-Step Cament applied to the pipe
is slightly hea'/ier than applied to the
fitting.
Joint Assembly And Cure Times
(Fig. a):
uhen not in use and couered as much
as possible when in use.
Do not alLow primer to driP belonc
the fittins socket. This can result in
decreasiig the ouerall strength of the
fittt ng, aid may also result-in crcchs
tn tlte fitting when pressure Ls cp'
plied.
Auoid opplying too much cement. Do
not allow the cernent to drip be;-onc
the fttting sochet. This can result in
decreasiig the ouerall strength of the
fitting, and nlay cduse cracks in the
fittiig uthen pressure is applied.
When not in uie, always heep the ce-
tnent can sealed. In the euent that the
cement is found, to be jelly Like anC not
free flousing, discard the ren.aLnlng
cement. Do not attenpt to dilute the
cement o.s it may affect its perybrm'
ance.
O ne-StPo Solvent Cement System
The following instructions apply to
either the Flameaway GFl or Spears
FS-4, as applicable.
The low VOC, One-Steo Cement does
not require use of a separate primgr
because the orimer is contained within
the cement. Therefore, the One-Step
Cement must be WORKED (i.e. usu-
ally 3 to 5 rotations ol the dauber or
brush around the pipe) into the CPVC,
in contrast to the Two-SteP Cement
lvhich is only needed to be applied to
the surface.
use (ne uauber included in the can to
apply a full. even layer of One-Step
Cement on ihe piDe end, to the socKet
deoth. The use of 3/4 inch dauber will
make it easrer to work the cement into
the oiDe suriace; however, lor 2 inch
size pipe in ambient temperatures
oreater than 75'F, ,t rs recommended
that a 1-1/2 inch dauber be utilized s0
as to make it easier to keep the entire
joining pipe surface !vet. WORK ce-
ment into oioe with dauber, until the
surface is pre-softened. The cement
should be worked in firmly enough to
rub of{ the printing on the pipe. Apply
and WORK a slightty less full layer of
cement into the titting socket, agaln
presoftening the surface. Avoid ex-
cess cement and Puddling. APPIY a
light second layer ol cernent on the
Tlvo-Steo Solvent Cement Svstem
The following instructions apply to
either the Flameaway GF2 with Purple
Primer or Spears FS-3 with FS-1
P rime r.
First, apply Primer to the inside of the
fitting socket with the dauber, and then
apply the Primer to the pipe surface. A
3/4 inch natural bristle brush may oe
substituted for the dauber- DO NOT
USE a brush '&ith synlheiic fibers as
they are likely to dissolve upon contact
',vith the Primer or Two-Slep Cement.
Use enough Primer to ensure that both
the pipe and fitting sur{aces are com-
pletely,r/et. Remove anY PUddled
Assemble joints quickly, while the ce-
ment is still'//et. Insert the oipe into the
f itting socket until it comes to a stop at
the bottom of the socket. lt is very
important ior the pipe to reach the bot-
tom of the socket. More than 509/" ot
the weld strangth occurs near the bot-
tom of the socket. Rotate the pipe ap-
proximately 118 lo 114 turn to get a
good alignr-"ent of the assembly and to
ensure iha proper spread of the ce-
menI.
If the iiiii:: reeds to be installed at a
specific aji?le, any alignment must be
done ar ths iime the pipe is just in-
serted Ini::he fitting. Hold the assem-
bly tigni ic: aeout 30 seconds during
initial bcncing, to avoid push out. If
sufilcjeni:sanenl has been acplied, a
continucus seaci oi excess cement will
come cut ci ihe joint assemblv. wipe
off any axc:ss cement with a rag. lf no
bead is cresent, su{ficient cement has
not been a.3iied; ihe joint must be cut
off and a r:'r joint must be prepared.
The asse;i:rlv must be kept still for a
minimun ci 15 minutes or in accord-
ance with Table K for underground
service. ic. provicie good handling
strengih. The assembly can then be
handled. but care should be exercised
to avo;d appiying any undue pressure
to the assembly. Cure times vary ac'
cordina to the environmental condi'
tions piesent when the joint is assem-
bled. Feier to Table M or N, as
applicebie. ior minimum cure time as a
function oi hydrostatic test pressure,
pipe size. 3nd ambient temperature.
Assembly In Hot Weather:
The follorsrng guidelines are to be aP-
plied wh-.n ambient temperatures are
95 to 120'F during the assembly ol
Flamearvav orpe and littings, since 5ol-
venls penetrate and solten lolnlng sur'
faces nrcre qurckly in hot weather:
1.Stcre Cement and Primer in a cool
or sh.lied area prior to use.
ll pcssrble. store FlameawaY PiPe
FITTING
Fig. 3
2.
E0LiIE \./t to |/4
IIJPN
CCNIINUOUS
SEAO OF
l4
€
(J
4.
5.
and fittings, or at least the ends to be
solvent welded, in shaded area be'
fore cementtng'
Cool surlaces to be loined by wiping
with a damp rag. Be sure thal sur'
laces are dry prior to applying primer
or cement.
Avoid puddling inside the socket and
wipe olf excess cement after joint
assembly. Since heat makes the
sudaces more receptive to the ce-
ment, any excess cement can Pene-
trate deep into the PiPe or fitting,
weakening them.
Try to do cementing in cooler morn-
Ing nours.
Make sure that both sur{aces to be
ioined are still wet with cement when
butting them together. Solvents
eyaporate faster at elevated tem-
peratures, especially when windY
conditions prevail.
Allow for a greater contraction factor
when assembling in hot weather.
7.
8. As a safety precaution, primer and
cement must not be used at tem-
peratures in excess o{ 120"F (the
boiling point ot two of the ingredients
in the primer and cement is between
1 40 and 1 50"F).
Assembly In Cold Weather:
The followlng guidelines are to be ap-
olied when ambient temperatures are
32 to 40'F during the assembly of
Flameaway pipe and fittings, since sol.
vents penetrate and soften joining sur-
faces more slowly in cold weather:
1. Prefabricate as much of the system
as is possible in a heated area.
2. Store cement and primer in a
warmer area when not in use and
make sure they remain lluid. lf the
cement is ielly like and not free {low-' ing, discard the remaining cement.
3. Take special care to remove mois'
ture, including ice and snolv. Be
sure that sudaces are dry prior to
applying primer or cement.
4. ln temoeratures ol 32 to 39'F and
below, extra time (approximately 30
to 60 seconds) working the cement
into the CPVC will be needed to
penetrate the surfaces. Check for
penetration by scraping the sur{ace.
Without penetration, a good joint will
not form.
Sprinkler Installation:
Sprinkler heads must be installed only
after all joints required to connect the
sprinkler head to the pipe have been
solvent cemenled and allowed to cure
as required. Before installing the sprin-
kler he.ad, make sure there are no tor-
TABLE M
ONE.STEP CEMENT CUFE TIMES
(FLAMEAWAY GF1 or SPEAFS FS-4)
i.=o
TABLE N
TWO.STEP CEMENT CURE TIIIES
(FLAMEAWAY GF2 or SPEARS FS'3)
eign objects or substances (such as
dirt, burrs, or excess cement) in the
sorinkler head adapter which could re-
strict the flow ol water or cause the
ioint to leak.
When installing sprinkler heads, sup'
port of the sprinkler fitting is recom'
mended to lessen the strain on the
sprinkler fitting assembly. The use of a
strap wrench applied to the sprinkler
litting is recom mended. Generally 1to
2 turns beyond finger tight (i.e., a
torque of 7 to 1 4 ft. lbs. for 1 /2 inch N PT
sorinkters or a torque of 10 to 20 ft. lbs.
for 3/4 inch NPT sprinklers) is all that
is required to make a leak (ree seal.
NOTE
If the pipe threads leah foLlowing the
sp r i n hle r ma n ufac t u re r's t ns tal I atio n
irocedure, remoue the sprinhler ond 'repeat the i nstallat io n procedure
making certain that adeq u.ate male
pipe thread settlont is used (refer to -lvletallic Piping Conneclions su6-sec'
tio . Ouer tightening ofthe sprinhler
pipe threaC in dn attempt to conlpen''sate
for pipe thread leahage can result
tn damoie to the sPrinhler odoPter
with subieouent and continuous leek'
age past thi sprinkler addPter femole
pipe thread.s
Metallic Piping Connections:
All male pipe thread connections to
Flameawiy fittings must only utilize
either oi the following sealant types:
. Teflonl tape having a minimum
thickness ol 0.0025 inch which
meets or exceeds the requirements
o{ military sPeciticatio n M lL-T-
27730A. The Teflon taPe is to be
wraooed 2 to 3 turns clockwise (as
view6d trom lhe sPiinkler inle0.
. A lacto(v applied thread sealant that
does ndt idntain liquid solvents in
the cured state and is UL Classilied
lor use tvith waler or glycetin (glyc-
er;l) anti-freeze automatic sprinkler
f DuPont Registered Trademarl(
200 PSI Test Pressure
NPS, Inches 60 ro 120'F | 40 to 59'F | 32 to 39'F
3/4 to 1 3 Hrs. 7 Hrs. 16 Hrs.
1- 1/4 lo 1 -112 5 Hrs. 16 Hrs. 32 Hrs.
7 Hrs. 32 Hts. 72 Hts.
225 PSI Test Pressure
NPS, Inches 60 ro 120'F | 40 to 59'F [ 32 to 39"F
3/4 to .l 5 Hrs. 24 Hrs. 32 Hrs.
1-114lo 1-1/2 7 Hrs. 32 Hrs. 72 Hrs.
10 Hrs. 72{rs. 120 Hrs.
200 PSI Test Pressure
NPS, Inches 60 to 120'F I CO to Sg'F | 32 to 39'F
314 to 1-112 3 Hrs. I Hrs. 24 Hrs.
2 5 Hrs. 24 Hrs. 72 Hrs.
225 PSlTest Pressure
NPS, Inches 60 to 120'F ,n t^ <O'6
I
32 to 39"F
3/4 to 2 .1 6 Hrs. 48 Hls. 120 Hrs.
e
lJ -
svstems. Listed Grinnell and Star
tradema rked automatic 5 p rinkle rs
having lactory applied th read
sealants meet these criteria. fv4anu-
lacturers of other aulomalic Sprtn-
kler products which have male pipe
thread connections lvtlh a laclot'l
applied thread sealanl shorrld be
contacted to determine compliance
with thes e requiremenls.
NOTE
Tlue integrity oi CPVC pLpLnE sys.
tems may be impaired b1' the use
of soluents or h.ydrocarbon oils
contained tuithi.n sone t h read
seaLing compounds.
The grooved end adapters are suitable
tor use wrth flexible grooved end cou-
plings (e.9,, Gruvlok Fig.7000) that are
ljsted or approved tor trre protection
service. All grooved end connections
must utilize EPDM gaskets. The gasket
is to be placed on the metal pipe or
valve first, and then slid over the
Flameaway grooved adapter. Cther-
wise all instructions of the grooved
coupling manufacturer applV.
NO"ES
The use of GruuLok gashet lubricant is
recommended- Other Iubriccnts may
cause degrd.dation of CPVC praducts.
Rtgid type grooued end couplings
must not be uttlized, since Can'Lage to
the grooued end adapter mc;; result.
Pra<crrra Ta ct in .t.
After the pipe and fittings have been
assembled. the curing process is com-
pleteo, and installation of ihe r-.main-
rng non-CPVC components is com.
pieted, the sprinkler system is io be
nydrost atically pressure iest:d per
NFPA requirements (i.e., two hours at
2C0 psi, or tlvo hours at svstem pres.
sure plus 50 psi for system pressures
greater than 150 psi, whichever is
oreateO, ll any leaks are found, the
leaking joint must be removed f rom the
system and replaced with a ne\r joint.
NOTE
After the svstem is fiIled uith Lcater to
perform the hydrotest, trappeC air is
to be remoued from the piping prior to
applying the test pressure. Trcpped
ai.r can be bled from the lnspector's
Test Connection and from sprinhler
head locations tho.t dre the rlighest
and farthest from the water supply to
the systcm. No compressed air or gas
shouLd be used for pressure testing.
General:
ll is recomn)endcd that lire sprinkler
systems be rnspecled quarterly by a
qu alif ied Insoeciiorr Servrce.
Storage:
Primer and cement should be stored in
tightly closed contarnefs at room lem-
peratures be(ween 40 and 110"F. Ce-
ment should not be stored near heat,
spark, or open f lames.
Store tittings as shipped or in a similar
protective container, away from abra-
sive obiects, dirt, sawdust, and heavy
items which could possibly crush or
dent individual f ittings.
Store pipe on clean, flat surfaces that
provide even support lor the entire
length of pipe.
When storing outdoors for a prolonged
time period, the pipe and fittings must
be covered with canvas or other non-
transparent materials. Briel exposure
to direct sun on the job site is not
harmiul. However, once the color
<lrri< la fa.io .ii<.er.l lhA nr^.,||.1
Fading of the color indicates that the
physical proDerties of ihe product have
ha.'rr^ l^.hrn^a
Handling:
Flameaway pipe and tittings are de-
signed and rnanufactured to be impact
resistant. Ho',^rever, care should be
taken when hindlinc Flameaway pipe
and fittin 9s.
Tl^ n^t.ir^^ th6 ^i^a ^. t;tti6/-' ' .." 'JS, Or allow
har.l ^hia.ic f. f:ll ^l.! rhah
Do not drag the pipe on the ground.
If there are any flaws noted such as
cracks or gouges, they should be cut
from the pipe, or djscarded in the case
of f ittings.
Added precautions should be excer-
cised in extreme cold weather condi-
tions when CPVC products can be
more easily damaged by impact.
Remode ling:
During remodeling or ceiling repair,
appropliate precautions must be im-
plemented to properly sh ie ld the piping
lrom lhe protecled occupancy.
Seller ,r,/arrants lat a petiod ol one year
from the dale ol shipmenl (\,varranty
period) lh at the producls lu rnished
hereunder vtll ba, lree lrom de{ecls in
material and //.,rkmanship.
Fitr furthzr clektil.:; on W,rrrftn4', see
f-lunteauqy P rtce I-isl.
Refer fo Flameavtay Price List to order
Flameavray p roduct and accessories.
This document is available v;ith all
measurements given in metric units. A
Sheet \-uP1 vr rer,I|lrLcr L/a.a
TD90Cf,lETalC may be req uested
:-.^L^:^-l rrom ine i:cnnrcat uata uepartmgnl.
The lollorvinc conversions are pro-
vided {or ycur convenience:
o
l incn
'I ioot
I psi
l GPM
l psuri
3/r' NP5
]. NPS
1-l/,1'NPS
1 ,1i 2 NPS
?. NPS
: 25.4 m.n
= 0.3048 m
= 0.06895 bar
= 3.785 LPM
= 0.2252ba n
= 0N20
= 0N25
= 0Nr0
= 0N50
Cement and Primer Requirements
Fitling
NPS,
lnches
Number Ol Joints
Per Ouart
-------r-------Cement I Primer
270 | 810
'r , 140
1-1t4 , 130
'',.'"^t'u1 rvu
,?o
3+U
=
300
210
O Reg. trademark ol GRINNELL CORPORATTON, 3 TYCO PABK, EXETER. NH 03833 A TIJCO /N rEiivA nON^lL LTD. COMPANY
C
SPEGIFICATIONS
AND INSTALLATION INSTRUCTIONS
BB.SC
SERIES
rNDrcffn
VALVES**
MILWAUKEE
2:i /lr :l( )ritll Brtrreli Sir,'r-.1
l,r,,iri ,,,1r. Arr:a (lrr, l, .ll;1i /J.l 52.1()
VALVE COMPANY,
I'11', ititt)l (i(:. WISC:OnStrt 5.l.lLr '
. f ,, 41,\t/,i.1 l.tt',:l() . Sarii,:.r)'
INC.
':.:)l
.,, ''.1\ .1 1'li 74.i 4 1.1i1
SPECIFIC
o
ATIO NS FOR S
o
LO W CLOSE
1.
SLOW CLOSE BUTTERBALL
VALVE ASSEMBLIES
PATENTED
Provides slow opening and closing properties in
a quarter-turn valve. The purpose is to eliminate
hydraulic shock and water hammer in fire
protection and other liquid systems.
Economically replaces cumbersome O.S. & Y.
gate valves.
Compact, lightweight manual operator has
scotch yoke design & visual position indicator.
Close coupled for positive direct drive.
Available with or withorJt a builfin valve oosition
monitor switch.
UUFM rated at 175 psi. Also available at 350 psi
with N.Y.C. B.S.A approval.
Approved by the New York City Board of Stds. &
Appeals under Calendar No. 996-81-SM, for borh
'175 and 350 psi.
6. For indoor use onlv.
VALVE MONITOR POSITION SWITCH
KITS AND BUILT.IN ASSEMBLIES
PATENTED
Available factory assembled or as a separate kit
for f ield assembly.
When mounted on the BB.SCI00 Slow Close
valves and wired up, the switch signals any
movement of the valve disc from the full ooen
posrlron.
Valve oosition can be monitored at either one or
two locations because it houses two orewired
S.P.D.T. micro switches.
Switch Rating:
'10 Amps/l 15 VAC - 60 H2
0.5 Amps/28 VDC
Wire leads are 24' long. Consuh factory for
special lengths.
See back page of this spec sheet for installation
instructions.
1.
J.
4.
o.
ffiAp'oved@@Lbted
6
For use with fire orolection sorinkler svstems 175 osi.
MODEL DESCRIPTION SIZES
BB.sC100
BB-SCSO2
Valve Less Swilch
Valve With Switch
UUFM
'175 psi - Threaded Ends NYC BSA
Approvqd
1" 1'/." 1%'
a, z/z
BBVSCl OO
BBVSCSO2
Valve Less Switch
Valve Wilh Swilch
UUFM
175 psi - Grooved Ends NYC BSA
Approved
a , a/2
BBHSCl OO
BBHSCSO2
Valve Less Switch
Valve With Switch 350 psi - Threaded Ends NYc BSA
Aooroved
1" 1t/i, 1Ya'
2" 2,/2',
BVHSCl OO
BVHSCS02
Valve Less Swilch
Valve With Switch 35o psi - crooved Ends NYc BsA
Aooroved 1 , aalz
BB-SCKO2 Valve Position Monitor Swilch Fits All Valves
Valves built to take it... since 1901
o MILWAUKEE VALVE COMPANY
2375 South Burrell Street Milwaukee. Wisconsin 53207
,utterbdll BUrr=*E'-" vALVEs
VALVES LESS POSITION MONITOR SWITCH
BB-SC1 00 [hreaded Ends)
Sizes 1", 'l'/o", 11/2" r 2", 21/2"
THREADED ENDS
BB-SCS02 (2Valve w/Monitor Switch)
BBVSCl 00 (Grooved Ends)
Sizes 2",2'/2"
POSITION MONITOR SWITCH
GROOVED ENDS
BBVSCS02 (Valve w/Monitor Switch)
W _ ls i€ wr€nch rheks-ug leneth, Lao . is no- .e=rtencg sp.sss6d In equ,vsl€nr lenggr ot lchs(tule ao oip€
VALVES WITH BUILT-IN
OIMENSIONS - INCHES MATERTAL LIST
NO.MATEFIAL SPECIFICATION
I Indicator Sintered lron F0008P
2 Houstng I ronze ASTM 584
3 Body Bronze ASTM 584
4 Handle Brass
3 D isc Stain. Stl.Type 304
b Disc Seal EPDM Elastomer
Swdch Housing Die Cast Aluminum
MILWAUKEE VALVE COMPANY
2375 South Burrell Street Milwaukee, Wisconsin 53207
Valves built to take it ,.. since 1901
vALVE AND posrfrN MoNrroR swrrcH nGto'-LAroN
INSTALI.ATION .- USA
D.
The BBSC can be installed in any orientation in a
piping system using standard National Pipe Threads.
Wrench should be used to hex on lhe end of valve
being threaded to pipe. Pipe sealants should be
used sparingly.
The EBSC-SCK02 swilch can be easily mounted on
the valve in the fietd. (See special ingallation
inslruclion sheet provided wilh every switch ki1).
lf only one micro swilch is required, simply cap the
second 3 wire lead set with wire nuts and tuck into
junction box.
Make electrical connections in accordance wilh local
codes.
INSTALLATION - (Fot Underwrllers' Labo.atories of
Canada)
A. ln$allation musit provide upright orienlalion of valve.
B. Electrical connections as follows: 'Bonding and
grounding to b_e in compliance with the requirements
of the Canadian Electrical Code Part 1.'
C. Conduit: The insertion depth of lhe threaded conduit
must not exceed 1/8' into the switch housing, and
the threaded conduil must fit tightly onlo the swhch.
INSTALI.ATION FOR NEW YORK CITY VALVES
N.Y.C. special valves have a iarge flow indicator which
points in the direc{ion of the valve disc, indicating open
or closBd. The valve should be installed in a posrtion
where lhe indicator is readilv visible.
BB-SC WITHOUT A POSITION MONITOR SWITCH
BA-SCS WTTH IMTEGRAL POSITION MONTTOH SWITCH
NOTE: DETAILED INSTALLATION INSTRUCTION SHEETS
ARE PROVIDEO WTTH EACH VALVE.
a O^
o.
a
WIRING DIAGRAM
Black
Ftad
Switch Position With Valve Full Open:
To Change Wiring From Normal Open To
Normal Closed. Beverse Red and Black
Switch Fating: 10 AMPS/1 15 VAC - 6O Hz
.5 AMP/28 VDC
NOTE: Valves incorporating posiiion monitoring switches are for indmr use only.
Not intand€d for connection to an alarm control unit.
I u",-,^
)
2375 South Burrell Street
Telephone: Area Code 4141744-5240 .
MILWAUKEE VALVE COMPANY, INC.
Milwaukee, Wisconsin 53207 -1 592
Fax 4141744-5840 . Sales Otfice Fax 414t744-4143
@PorrER VS-SP
VANE TYPE WATERFLOW
ALARM SWITCH - SMALL PIPE
Potter Electric Signal Company
2081 Craig Road. St. Louis, MO 63146-4161
(314) 878-4321 . (800) 325-3e36
www.pottersig nal.com
Potter Electric Signal & Mfg,, LTD.
55 Glen Cameron Road
Thornhill, Ontario, Canada L3T 1P2
(e05) 882-1833
'o
sTocK No. 1111100
U.S. Patent No. 3921989, Canadian Parent No. 1009680
Other Patents Pending
UL, ULC, CSFM and NYBSA Listed
Service Pressure: Uo to 250 PSI
Minumum Flow Rate for Alarm: 10 GPM
Maximum Surge: 18 FPS
Enclosure: Die-cast, red enamel finish
Cover held in place with tamper resislanl screws
Contacts: One set of SPDT (Form C), standard
Second set optional, see below:
15 Amos at 125/250VAC
0.5 Amps at 125VDC
0.25 Amps at 250VDC
2.5 Amos at 30 VDC resistive
Conduit Entrance: One opening for 112" conduit
Usage: Listed plastic, copper and schedule 40 iron pipe
For pipe sizes - 1", 1-114" , 1-112", and 2"
Note: 10 paddles are {urnished with each unit, one
lor each pipe size ol threaded and sweat TEE'S, one
for 1" CPVC, and one lor 1-1/2" polybutylene.
(CTS-Copper Tubing Size).
Environmental Specif ications:
. Suitable f or indoor or outdoor use with factory installed
gasket and die-cast housing.
. NEMA 4ilP55 rated enclosure - use with appropriate conduit
fitting.
. Temperature range: 40'F to 1 20'F (4.5'C to 49'C)
Caution: This device is not intended f or apolications in
explosive environmenls.
Service Use:
Automatic Sprinkler NFPA-13
One or two family dwelling NFPA-13D
Residential occupancy up to tour stories NFPA-13R
National Fire Alarm Code NFPA-72
Optional : Extra Contacts Switch Kit, Stock No.0090013
CoverTamper Switch Kit, Stock No. 542O22O
The Model VS'SP is a vane type waterflow switch for use on
wet sprinkler systems. These devices may be used as
sectional f low indicators on large sprinkler systems and on
smaller sprinkler systems such as mobile homes and
residential dwellings.
INSTALLATION: These devices may be mounted in horizontal
or vertical pipe. On honzonlal pipe they should be installed on
the top side of the pipe where they will be accessible. The units
should not be installed within 6" of a valve, drain or fitting which
changes the direction ol the water llow.
The unit has a 1" NPT bushing for threading into a non-
cofiosive TEE. See Fig.2 to( proper TEE size, type and
installation. Screw the device into the TEE fitting as shown in
Fig. 2. Care must be taken to p(operly orient the device for the
direction of waterf low.
The vane must not rub the inside of the TEE or bind in any
way. The stem should move freely when operated by hand.
TESTING: Check the operation of the unit by opening the
inspector's test valve at the end o( the sprinkler line, or the
drain and test connection if a test valve is not provided.
It there are no provisions for testing the operation ol the flow
detection device on the system, application of the VS-SP is
not recommended or advisable.
MKT. #8800004 - BEV J
MFG. *5400769 - 2J97
PBINTED IN USA PAGE 1 OF 2
j@PorrER VS-SP
VANE TYPE WATERFLOW
ALARM SWITCH - SMALL PIPE o
FIG. 1 FIG.2
I
At)l),t0x i 11/16 _l
DwG. ll7J5 _ JJ
Screw the device into the TEE fitting as shown. Care must be taken
to properly orient the device for the direction ot the waterflow.
lmportant - The depth to the inside bottom of the TEE should have
the lollowing dimensions:
APPROXIMATE DEPTH REOUIREMENT
THREAOEO SWEAT CTS, POLYEUTYL€NE CPVC
1'x1'x1'
1 114'x1 114'x1
11/2'111/2'xl
2' x2' x1'
21t16'
27t16'
2 1r/16',
3 3r6'
1 314'
27t16'
2114'
2 3.t4'
21t2'
27t16'
:1,' tN^r sl t:llND
\v lt:li AVAII Alll I 1.,i {l Ot,lRl D. ,---t
sr'/ T(;11 Kll J s a ll0o.,uul.J --/ ' :f.rLtuNl stl
ARRi]V IIN
uLjsl NL
,,OINI S IN
DIRI]C ] ION
OF VA TtR
fLUV
I'NPT
THRE ADI D
FIITING ON
ALL SIZTS
RUN O'
THt Ttt
HAY gE
THREAOE D
OR SVEAT
TYPE
DVC. i737 3u
q.nfl
;'-;,t l:.t'JJ P-i -+AJ)
\_/,,4737-31
lmportant:
There are 10 paddles lumished
wilh each unil. One tor each siza
qf lhreaded. sweal or plastic TEE
as described in Fig.2. These
paddles have raised letlgring lhal
shows the pipe size and type ol
TEE lhat lhey are lo be used with,
The proper padd,e mtlst be !|sed.
The paddle must be propedy
atlached (see drawing) and the
screvr thal holds the paddle musl
be secu.ely lightened.
v
SWITCH INFORMATION TYPICAL CONTROL PANEL
CONNECTIONS
END_OF_LINE RISISTOR TYPE
TO
PANEL N.0.
OPTN CIRCUIT TYPI
-oN o
COM /'
CLOSED CIRCUIT TYPE
N.O.
coM.
SWITCH TERMINAL CONNECTIONS
CLAMPING PLATE TERMINAL
-'. oA '..""-*- -K*-a'
o\rc. r923-J
CAUTION:
An uninsulated section of a single conduclor should
not be looDed around the terminal and serve as two
separate connections- The wire must be severed,
thereby providing supervision ol tha connection in
the event that the wiro becomes dislodged from
under the terminal
{QP OF SWI]CH
SWITCH ACTION
ALARM
\ -/'
N u
ccv c.J
\r.r.c
^.atc
ou'
LOCAL BILLIHORN CONNECTTON
. N.C.
coMl lrol l-L
coM
@
N O.
lol
N_C.
,ru. t)* O
NOTE: The Model VS-SP has one SPDT switch. An optional second switch is available if required. For example, one switch would
connect lo an annunciator panel, and the optional switch could be used to operate a local bell. Order Switch Kit No. 00900i 8.
TESTING
The.frequency of inspection and testing for the Model VS-SP and its associated protective monitoring system should be in accordance with
applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequenfly).
MKT. #8800004 - FEv J
MFG. *5400769 - 2A7
fl769,1
PRINTED IN USA PAGE 2 OF 2
o
. PATENTED PATENTS PENDING
The AGF Manufacturing Co., lnc. Model IOOO has been designed to
provide bg.th the Test Functi d !h€_E2!p!e5r_Ara!r_E!rn4!e! in
a multi story installation.
Complies with all requirements of NFPA-13, and NFPA-l3R
Complies with aff requirements of NFPA-l3D (HOUSING)
Positive Shut Off
Single Locl<ing Handle
Tapped 1/i'for Pressure Gauge
Tamper Resistant Orifice permanently installed
Available with all reouired Orifices
Orifice sizc noted on Indicator Plate
Lightweight and compact llt/4" weighs 5 lbs.f
3OO P5l Rating
Fused, tenrpcred. tamper resistant Sight Glasses
' ]1i NoT FM APPRovEo
PI-AN VIEW
<--
TO OFAIN
FRONT VIEW/HORIZONTAL INSTALLATION
+_
TO DiAIN
ORf Ff CE S|ZE PROVIDED -'/s - 7 lt t, - | /z - t' /zz
DIMENSIONS-INCHES
APPROVALS
' UL and ULC Listed
. FM Approved except r/+"
. NYC BD. of S&A CAL. NO. 72O-87-SM . CA. State Fire Marshall
MATERIAL LIST
PART MATERIAL
HANDLE STEEL
STEM ROD B|?ASS
EALL C.P. BRONZE
BODY BRONZE
VALVE SEAT GLASS INPREGT{ATED TEFLON
INDICATOR PLATE STEET
HANDLE LOCK SPRING STEEL
SIGHT GLASS I2I FUSED TEMPERED GIASS
FRONT VIEW
I I
ENANCH GAUOE OUTLET
PROVIDEO
TO DRAIH
TO 98AIN
I I
FOR RIGHT HAND,/STRAIGHT INSTALI.ATION
stzE A B c D E F G H
5t/tt lr/t 23 /e 4t/a 33 /a | 3/+6s/to
5tht I3/+23/e 4t/e T/a 4e/to O-/16
I t/+57At 2'/e 4s/e 3sAo I ts /tc 5t/z
lt/z D"/ 16 | 3/+3lr/ro 51 /rt 31/z 23 /a 8t Ao 107/tt
2 67 hd | 3/q 3t | /tt 57 /tc 3t/z 23 /s 8t /ta | 07/o
CONTI'IACTOR:
to00 t I /93
Oa::fl:?.i?; *, Be,he,Rd E
warren, N.J. o7os9-o437 ffir^Tefephone l908l 604-647 |
Fax {908f 604-650r
JOB NAME:
ARCHITECT:
ENGINEER:
PIPE HANGERS
(Rod Size)
Hanger Rod
Not Included
Material;Steel
Standard Finish: Pre-Galvanized
Service: Designed for suspending instrlated pipe (with
shield) or non-insulated pipe allowing for vertical
adjustment.
Ordering: Specify part nr-rmber and linislr
Approvals: Underwriters' Laboratories Lisled for r/I
i15) thru 4" (100) and Factory Mutual Approved for t/2
(15) thru 4" (100). Complies with Fcderal Specilication
WW'H-171E Type 10 and Manufacturers
Standardization Society SP-69 Type 10. and lhe
National Fire Protection Association Code (NFPA)'
(t')\1i,
'ts'
C€nler o{ piP€ to top oI
knurled hflnger rod lltlt.
'c'
Ilod Tak€-Out
Cenlar o{ t)ipc to botlonl
of hang€r rod.
'D
Top of pipe lo botlom of
hangcr tod nut-
@
Figure 8317ONF Adjustable Swivel Ring
Part No.
Nominal
Pipe Size
Rod Size
'A''B''c''D'
Design load
Lbs. kN
Wt./C
Lbs. kg
83l70NF-r/z (15)3/s" -16 2x/s"(60.3)lt/4"(s1.7)7t/$"(27 .o)t80 (.80)ll (s.0)
831?0NF-3/4 (20)r/r,,-I6 23 /a"(60.3)ls/16 (33.3)1r/rc"(27.O1 180 (.80)t2 (5.4)
8317oNF-l 1"(251 t/a" -16 2s/a"(66.7',)lr /2"(38.r)1r/ro,'(27 .Ol r80 (.80)l3 (s.e)
83170NF-1r/s Lt14"(32)t 1t" -16 2j /8"(73.0)1 r r/re,'(42.e|Ir /a"(28.6)180 (.80)(5.3)
8317oNF-l r/,lt /2"(40)z1a,'-16 3t /8"(79.41 y rsf o',l4e.2l 1r/4"(3r.7)r80 (.80)l4 (6.3)
8317oNF-2 2"(s0)3/8, -16 3t /2"(88.e)2s /rs,'(58.7)l3lE "(34.e)180 (.80)lo (7 .21
B3170NF-2t/z 2t /2"(55)t/8"-16 (10r.6)2s /s"(66.71 11/ft"(35.5)200 (.8e)25 (l r.3)
83l70NF-3 3'(80)3/8" -16 4t /2 (r 14.3)3t /s"(7e.4)ls /a"(4r.3)250 (r.rr)29 (r3.r)
83l70NF-3r/z 3t/2"(e0)t/a" -16 4ts /t6 1r25.4',)3r /rc"(90.5)1rs/re"(46.0)300 (1.33)33 (14.9)
83 r 70NF-4 (100)r/a"-16 53/r6,'(13 r .8)3s /8"(92.r)l s/s"(4r.3)360 (1.50)40 (18. r )
83l70NF-5 5"(r2s)r /2" -13 Szr h2',(r4s.2l 4r /8"(104.8)1 5,/8 "(41.3)480 (2.13)83 (37.6)
83l70NF-6 6"(150)r /2" -13 613 /16 (173.0)5r/rc"(128.6)2"(s0.8)630 (2.8o)I 9r -t ---(4r.J)
B3170NF-8 8"(200)| /2" -13 8t /\6 (204.8\6s/rc"(r60.3)21/4 (57.r)970 (4.31 130 (5E.e)
(Rod Size)
Hanger Rod
Material: Steel
Standard Finish: Pre-Galvanized
Not lncluded 'B'
Cent€r of pipe to toP of
knurled hangct rod nut.
Rod Take-Out
Ccnter ot pipe to bottom
of hanger rod.
'D'
Service: Designed for insulated pipe
(with shield) or non
vertical adjustment.
pipe allowing for
'c'
Ordering:part number and finish.
ol pipe to botlom of
r6'ls: Complles with Federal Specification
-171E Type 10 and Manufacturers rod nut.
Society SP-69 type 10
Note: For pipe sizes 2" (50) and under, use
8317oNF.
Figure 83170 Adjustable Swivel Rin
(13.1)(r 0r.6) zs/s"B3l7O-Zt/z
(114.3) I 3r/r"83170-3 I 3"
(r25.4) 3e/ft"r12,,-lJ Qrs/v."B3l7 O-3t /z i 3r/2"
(41.3)(r31.8) 13rft"
523 h2" I ll45.2l 4t/""(41 .3)
(L77.81 ' St/rc"3/{,, - 10
(2O3.21 1, 6s/rc"r/l "- l0
o
Alldimensions in charts a d on drawinqs ar€ in inches. Dimensions shown in parenthes€s or in shadcd areas oi the charts are in millimeters unless otherwise srJecified
B_Linen systemsr lnc.
e
THREADED AC}SSORIES
t Material: Steel
Standard Finish: Plain
Service: Dcsigned for attaclrins,,Idd beam
flange or purlin.
Radius'D'
Thread Sire
Ordering: SpccifV pqfr'umber ' Iength and
firrish.
.TL'
Tlrread [,errgth
Figure 8,3212 J-Bolt
83212-3/s x'L'
93212-t1z x,L,
93212-s1e x'L'
r7r " -10 83212-3/a
-z7r x 'L'
Material: Steel
Standard Finish: Plain
Senice: Designed for suspending pipe supports
from wood structures.
Ordering: Specify pan number. rod size, length
and finish.
Figure B,32L3 Coach Screw Rod
.t/sx3r/z and t/zx3r/zwillhave a coach screw thread length of 2"(508) and a rod thread length of 1' {254)
Design Load is based on proper installation and solid wood'
Part No,
Thread
Size 'A'
Standard Rod lzngths
'u
Coach Screw
Thread lzngth
'B'
Rod Thread
IznSth
'c'
Design L,o.d
Lbs. kg
B3Zl3-3^ x,L,t/{-t6 '3'/r", 5", 8", 10", 12"(88.9, r52.4, 203.2, 254.0, 304.8)z',(s0.8)2 (s0.8)390 (1.73)
B3Z l3.r/r x ,L'r/2"-13 '3t/r", 5', 8', 10", 12"(88.9, r52.4. 203.2, 254.0, 304.8)2t/z (63.s)2'2" | 1or.s1 640 (2.84)
f
Alldimensions in charts and on drawings are in in.hes. Dim€nsions shown in parentheses or in shaded areas of the charts are in millimeters unless otherwis€ specilied
128
B-Line@ Systems, Inc.
r*t*-?o AccEssoRrES
l--l Ez
l-i E lE-
t_t3
l+F
| .d *
l-
I rL
l-
t.| [:
la
t-,
IEE l3e l.qs t-
IP
lr
lxl l;.;l*o
lco
t=E I o).| !o
IFH t<
I bA
lcc
o
o
Material: Steel
Standard Finish: Plain or Electro-Plated
Service: Designed for attaching light
hangers to wood structures. /
Ordering: Specify part number r/ength and
Figure 83227 Flat End Lag Screw
83227 -t /4 rto-24
(r0r.5)
83227 -t/z
Figure 83228 Hex Head
r. Material: Steel
".\ Standard Finish: Plain or Electro-Plated
\^\ Service: Designed for use in wood structures.
\^, .\Ordering: Specify part number and finish.
(1e.3)
(1s2.4)
!h
o, ,;
p ,t-
Figure DS 16 x 2 Drive Screw Material: Steel
Standard Finish: Electro-Plateo
Service: For lastening light load attachments to
wood beams.
Ordering: Specify part number and finish.
Weisht: Wt./C 1.1lbs. (.Skg)
Al| dimensions in charts and on drawings are in inches. Dimcnsions shown in parentheses or in shaded areas of the charis arc in millimeters unless otherwise sp€cilied.
d-o
,PF
(o
L27 B-Llneo Systems, Inc.
Construction
Chemicals
Product Data
P.O. Box 21 148
Tulsa, OK 74'121
iiln-o ilI il{sffi*"
o
Hilti Fs-oNE
High Performance
intumescent FirestoP Sealant
A "state of the art" product which protects mora than 95%
of all typical firesiop applicalions, urith ratings up to four hours.
ProCucl Oescription
FS-CNE if iEh Pe6ormanc3 lniumescent
Fires:oo Sealant is a ons-carr. resdy-io-
|'s.'ii.. r:'pn sp"l2nt CeSiCl'leC iOr
iir-.sicooing insuiared anc ncn -iirsulaleC
si=:i, c3coer or ElvlT Fice. iackelec
ca:res, cable bundles anc plasilc ploe
pen::lations in iire resis:;ve consiruction.
V'lh3n crreo. it for;irs a s-.rong, ilexible.
nci:cambusiible barfler''vnich ?xoancis
. wnen exposed to hear. iril3ecing the
scr3zd oi flames. smcke ano ioxlc gases
ihic,'ign cenelraticns. 3-:use FS-ONE is
a'.va::r-basad iorrilularicn. it is safe and
33:'/ to acply and cieans-'Jo \.vrtil v/arer.
FS-aNE has been i-=si- :'r UL in accor-
caiic3 wrth UL 1.!79 anc ls iir3-rated ior
u6;9 4 hourS in nufiiercus aoclicalions.
Der:iis c3n be icuno rn :i3 Fiiiti Firestoo
Ins;:cion and Insiallaiicn rvlar]ual and UL
fire 3.esisiance Cirac:cn:.
3asic Uses:
FS-lllE:s scecil'icallv c:sici3c:cr tnsu -
la:3: anc non-insuiai:c :i3ei. accper cr
cr.!T ^,^c iart<a:=a c3ci=s- c3!te luncies,
:rai.':c : lce oenelraiicl : s i i'i re'-'slsi;ve
cai:sir,lc:icn. li is aisc UL classified icr
:i_=S_'aa3riCaIIOnS wnSr'= :;:e a:ening iS
lin3c 'xrrn a sreel slee'.'e. :rclcally ccnslo-
-:r:c a 'xorst-case sc3na.o. :ic :op oi
,,va:i consiruciton lornls.
Limitations:
FS-CNE sirould not 5-':.3lied:
. \rvhen ismperature ci :ie croduct or
:enelralion su6srrar3 :s celow 35'F or
:ccve 100'F.
. ic builcing matenals ihar bleed oils'
:rasirci:grs or solvenis ie.g. imoregnat-
:c,.vccc, oil basec caulks. qreen ol
:anrailv vulcanizec ruccer)
. Unce^vater . in 3nv oenetrations otnar ihan ihose
scec:iically Cesc:rbeo 'n ihe iireslop
:oolicf,Uc ns 974'."rincs and installation
,nsiruc:lons pcnicn ci:iis manual or
::re current UL Fire F.esrsiance Directory.
Comoosition and Materials:
FS-OflE is a one-asii"iconent, non-com-
bustibie, :ncrganic. i:loderately intumes-
cent iiresicc saaialli. lt has the consisten-
cll o; : :hick s;ccil't pasia. lt is virtually
cdorless ani ccnrains no vclatile solvents
or haicgsn.
Packaging:
FS-CNE ,s c.nveni€nily packaged in stan-
card '10.'i :!.oz {300 rni) cartridges and 4
gallon {i -c i) :aiis.
Colon
FS-CNE :s r- ;ci :asv icendfica on.
Applicabla StancarCs:
FS-Oi'lE is classit'i- aY Uncetu riters
L:bcraicr:s li1c.9 as a "fiil, Void or
Caviiv Mai:riai" :or usa in T"nrough-
Pererraircn irestcc Svsiams. Many
ciij-e€nr i. 2. 3. :rc 4 ilcur raied sYstems
rirere lesi{ :v UL :n acaarcance '/virh .'
UL : :;3. "=:? r-sis oi --rough-
Penei;-=::c; rl::s:c:s" liire UL version
cr AS;1./ i-i i -\. Scec::ic c-'taiis can be
icur'1c:n;:e iiiil .rr?sicc lnscec:ion and
insialla:icn )ilaiu:!:nc currgnt UL Fire
,iesis:ance iir:c:;rr.
FS-aNE 1as atsc :e3n inceoendentty tesi-
3c in ac:3;czJice ',vtiir ASTM E34-a4a'
Sunace iur;rrng Ciiarac:ensiics oi
Suricir':g ltatenas. :vhich is similar to
ANSI 2.:. NFPA 2::. UEC -}2.1' ANd
UL_ i aJ.
For PcnetFtion Fira StoP5.
Consult ihe F3c!ory Mutual Research
CJroo.rrion Aooroval Guide.
iLi- ;cio ca c.ivtTY lrAGSlALS
i'is$n.3l 3Y
...jXCiivFri=S LAECRAIoBI€5. lNC.
tl'us: ,l :;icuca+alEiiAnoN FIFESioP sYsrd,{s
@
:'PROVED
a6 1-8oo-879-8000
:;afi? Sa,'::a rnoex = ,l
Srir,(e fevglccec lfic-.X = 5
ApFrovals:
ICSO Evaiuation S:rurc3. Inc. P9r:[ flo. :071
;liicrila SEr3 r;re f,larlnal liirc o. ;2Co:]CB
Citu ci f.lew Ycft LlE{:2e-;a-M
C;V oi Las Angetes ieserc: ieccn 25186
lnstailation
1 . Eerbre handling, read orccuci and mar3rial safety dara
sneets ior deraileC use and health inicrmaiion. Also consult
tne firestoo atrplication ciawincs and insiallarion instruc-
iions ponicn oi ihis manL:al or :iie aJrr3nr UL :ire
Resisiance Oirac:cn7 fcr sceciiic insiailaiion de:aiis.
;^r i^dt t<:ri.l | ,<A ^Fii/2, Aoolicerion ierncerarure cf ihe subsiiai3 musi be ar
le:st:10'F
Femo,re arl locse cin. iusi. oii anc a.,'tv olher ioreign sub-
siances ihai ,rouid imcair achesicn io ihe penetrating
ii:mc :rr:c:nt qr !-:^A< 2n. -'F=:rlri.^ nnaninn
i-<::.i i::A ^rt<:-ier |F2.'<it-. --=-2-=t ti r)dt ti.a.1
/e.9. CF 126 F:an:. racker :cc. :::rigrai .vcor).
Acorv F3-CNE .'o iie r.cujr- c=c::1. riaKing sure:he
c.rirnr .^ar:.'e :rl <r rr:cac "io .i.a:roci
achesron.
Usinc a !ut/ knifa or:cuivalsni. :rcl iiis seaiant immeci-
a:e:v io cusi: it in 3;969 ar':c :rcvrc-. a s,iicotn. near iinisn.
Ciean arl tccls anc gcuicrient \viii'l',vai3r imrnegiatelv afier
'r'lcri< ;,"as ceen ccmclel€c.
L=a're ccmcleiec seai uncisiurogc :cr ai leas: 48 hours.
Storage and Shell Life:
When stored betr',/een 50"F and 100"F in original, unopened
containers, FS Ol.lE has a minimum shelf life of 1 year from the
date of manufacture. Protecr iom freezrng. The expiration
d3te is stamped on each ccnlainer
Technical Services
Your local Hilti recresentat|te.'.aa??.ne( ?ilh the Customer
Senrice Depanmeni and cuaii;ec :acnnical staff, can provide
you ,ii ith the sen/ica you neec. incl,Jding product demonstra-
iions. on-site appiicaror ifatninE and eaucarional seminars. For
assisiance, call 1-400-479-46{0.
G uaranteeAVarranrT
Sellers Hilti, lnc. and Hilti Cor':sii-udion Chemicals, lnc. warrant
ihat all producis supplied he.e'.jnder ,aritl be free of defecits in
matenal and warkmafishio. Sarle.'s obligarion under this war-
ranty shall be limrted io reruno oi curciase pnce o( at Seller's
option, replacement or repajr ci 'riie defedJve products. Sellers
must be notified of ajl claims ci cefec: within one year of deliv-
ery by Sellers; absance oi suc:r wniten claim during this period
sirall ccnstitute a,uaiver of arl ciaims lvirh reoard to such
THE FOREGOING WARFANTY IS IN LIEU OF ALL OTHER
WARRANTIES, E{PRESS OR IMPLIED, INCLUDING SUT
NOT LIMITED TO THE IMPLIED V/AFRANTIES OF MEF-
CHANTABILITY ANO FITNE:S FOR A PARTICUIJR PUR.
POSE. Seilers snaii in ao everi:e iiabie ior special, incrdental,
ccnsacuenriai, cr orr':e. cari:aq:s a.ising out of the sale, use. or
inabiiit/ to use rh9 ci'ccuci.
Confidence
.\cnt:riiSu5ircte
.^ 3.t-
b.
Precautions:
Beicre nancling, r?ac the Mar=rial Saier.r Daia Sheet. Wear
aooropriate gloves ancj saiery gcggies. ln casa of conract with
e,/es. ilusn eyes with rvarar irnmediatelv and consult a physi-
cian. ln case of conraci,arith skin. remove FS-ONE with a dry
clolh and then wasn skin rnorou_cnly dith soao and rr'yater.
Consuit a pilysic:an ii skin irrita cn ce'/elocs. 0o not use sol-
,/enIs to rernove sealant irom skin. lf slvallowed. DO NOT
lncuc3 vomirino. segK immediale mecicai acention.
p
a.
Irri:c: auf n{nq C:eJ2c::rlsiic:
lASiIl 834-!1ar
Simplicity
5Y
Value
1-800-879-8000
tr I L,'.. '-.
METAL PIPE THROUGH
SYSTEM NO.
A SLEEVE IN
:cAJll55
CONCRETE FLOOR OR WALL
F RATING = 3-HR.
T RATING = 0-HR.
L RATING AT AUBIENT = LESS THAN I CFU/S0. FT.
L RATING AI +00'F = + CFU/SO. FT.
TOP ViEI{
SECTION A-A _------7-
I. FLOOR OR \YALL ASSE}/8LY :
A. I{]NIIIUIJ 1-Il2' IH]CK LIGHTVE]GHT OR NORI/AL WEIGHT CONCRETE FLOOR.
B. U,L. CLASSIFIT0 CONCRETE 8LoCK WALL (lriNl[tull 8" BLOCK).
2. PTNETRATING ITEU TO BE ONE OF THE FOLLOYING :
A. UAX]IIUI{ 20" OIAUETER STEEL PIPE.
B. I/AXIUUI4 6" D1AUETER COPPER PIPE.
C. IIAX]|IUI/ 6' OIAIIETER STEEL CONDUiT.
D. IIAXIIIUU +' DIAIIETER EIJT.
0PTI0NAL : IJAXIVUII 22' DIAMETER STEEL PIPE SLEEYE (SCHEDULE l0 0R HEAVIER).
UINIUUII 4" THICKNESS MINERAL WOOL {UIN. + PCF OENSITY) RECESSED I/Z' FROU
TOP OF SLEEVE.
UINIUUII I/2" DEPTH HILTI FS-ONE FIRESTOP SEALANT.
A GENEROUS EEAD OF H]LTI FS-ONE FIRESTOP SEALANT AROUNI] OUTER PERIUETER OF
STEEL SLEEVE.
I'l0iES r I. !JAXI}IU}I OIA}IETER
2. ANNULAR SPACE :
0F OPENING : 22'.
i{iNJuuu 0', uAxluult l-t/2"
INS-TALLATION |I{STRUC I-IONS FOR UL NO. CAJ1155
STEP 1 - PREPARATION: All suiac:s nrusi be clean, sounC. dry and frost free prior to acplication of firestoc Inaterials.
^STEP
2 - BACKING MATERIAL: Firnrlv pack mineral wool around the penetrating item recessing it 1/2" below surface of
ilthe sleeve (or both ends of sleeve in rvall).
tE -.i
STEP 3 - FIRESTOP SEALANT Apply the Firestop Sealant over the backing material to a min. depth of 1/2' flush with
the end(s) of the sleeve. Wall penetrations require Firestop Sealant installed on both sides. Leave completed seal . undisturbed for 48 hours.
@
I
A
I
I ml ruiA
MIJ
ffiT wl
"---+
l
)j
il
r=rTrfl.1-800-079-8000
U.L. SYSTEM NO. WLIO54
METAL PIPE THROUGH GYPSUM WALL ASSEIIBLY
F RATING : l-HR. 0R Z-HR,
T RATING = 0-HR.
L RATING AT AUBIENT : LESS THAN I CFI{/S0. fT.
L RATING AT 4Od'F = LESS THAN 4 CFU/SO. FT.
FRONT VIEW SECTiON A-A _-----..r-_._----_.v-
Gypsutl WALL AssEuBLy (r-HH. 0R 2-HR. FrRE-RATINGI(Z-HR. SH0yN].
PENETRAT]NG ITEU TO BE ONE OF THE FOLLOIIING :
A. }JAXIIIUU 30" DIAIiETER STEEL PIPE ISCHEDULE IO OR HEAVIERJ.
B. IIAXJ},IUII 6" DIAIJETER COPPER PIPE,
C. UAXIHUU 6' DiAMETER STEEL CONDUIT.
D. I.IAXIUUH 1" D]AUEIER STEEL EUT.
o. lllNlllUl{ 5/8" 0EPTH HILTI F5-0NE F1REST0P SEALANT = l-HR. FIRE-RATING.
b. UINIT{UI,{ l-l/4'0EPTH HILTI FS-0NE FIREST0P SEALANT = z-HR. FIRE-RATIN0.
UINIIJUM I/Z' BEAD HILTI FS-ONE FIRESTOP SEALANT FOR POiIiT OF CONTACT.
illiE5 : l. IIAXIHUIJ DIAHETEFi 0F 0PENINC = ll-1':.:.
2. ANNULAR SPiCE : i;lNhiutl 0", UAXII'{U:. :}--l/+'.
INSTALLATION INSTRUCTIONS FOR UL I{C. \IVL1O54
^.J.Tao 1 - PREPARATION: AII surfaces must be clean, sound, dry and {rost free prior to application ot lirestopping materials.
L.. J -vSTeP 2 - FIRESTOP SEALANT: Apply a minimum 5/8" o( 1-1/4" depth of FS-ONE in the annular space around the pene-
trating item. Tool excess sealant beyond perimeter of the opening 1/2" onto wall surface. Leave completed seal undis'
turbed for 48 hours.
(o
{i
t T.
f+" A
l*l
J:TrHI.1-800-87s-8000
I ase
^Slerial PEN€TBATING ITEM
rIRE
RATING
{F RATING)
. HILTI
PROOUCT
USEO
UL
SYSTEM
N0.
PAGE
NUMBER
METAL DUCTS
Metal duct w/o damper
in concrete block wall
1-hour FS-601 wJ 700r 32
Metal duct w/o damper
tn gypsum wall
'l-n0ur FS-601 wL 7003 44
JOINTS
Joint (concrete to concrete)
Joint (concrete to concrete)
Concrete block wall to metal deck
(top of wall)
Joint (concrete to
2 or 3-hour
2 or 3-hour
2-hour
2-hour
FS 601
FS 601
FS 601 or
FS.ON E
FS 601
FFS-1008
wws-1011
HWD-0008
'-';T{- cif$$e.i7.'1: r'
Gypsum wall to metal deck 1 0r 2-hou(FS 601 or FS-0NE
PVC, CPVC (closed system only)
PVC, CPVC, ABS, FRPP
Glass pipe
Max. 6" PVC, CPVC, ABS, FRPP
in steel sleeve
cP 644643
FS.ONE
cP 64U643
CAJ 2141
cAJ 2109
cA.J 2118
cAJ 2110
PVC, CPVC (closed system only)
PVC, CPVC. ABS, FRPP
1 or z-hour
1 or z-hour
1 or 2-hour
FS.ONE
cP 642/643
FS.ONE
PVC, CPVC, ABS, FRPP
PVC, CPVC, ABS, FRPP
PVC, CPVC main
w/ PVC, CPVC branch
PVC, CPVC (closed system only)
cP 644643
cP 642/643
cP 642t643
w/ ts-ONE
FS.ONE
tc2025
tc 2030
FC 2050
FC 2018
PLASTIC &PIPE
-taEcgdffil
MULTIPLE PENETRA
Mulitple cables and non-insulated
steel, EMT/conduit
Mulitple insulated and
non-insulated steel, copper,
EMT, cables and cable trays
Multiple pipes: Steel, copper,
conduit or EMT
Multiple insulated and
non'insulated copper
Insulated or non-insulated steel,
copper, conduit or EMT pipes, cable
tray or cables (single or bundled)
2-hour
3-hour
3-hour
3-hour
4 -ho ur
3-hour
IS.ONE
FIRE ELOCKS
rN bJJ
FS.ONE
FIRE BLOCKS
FS 63s
WJ BOO4
cAJ 8056
cA.J 1140
cAJ 8041
wJ 8007
cAJ 6006
20
o
, lo
a
Mulitple insulated and non-insulated
steel, coppe( EMJ, cables, cable
trays and plastic pipe
Multiple steel, conduit, copper
and cables
lnsulated or non-insulated steel,
copper, conduit or EMT pipes, cable
tray or cables (single or bundled)
Multiple EMT or conduit
1 or 2-hour
2-h our
4-hour
2-hour
FIRE ELOCKS
FS-ONE
FIRE BLOCKS
FS.ONE
wL 8013
WL BOO4
wL 8014
wL 109s
E]TE]"' .- :)'lirt
1-800-879-8000
U.L] :'SYSTEM NO.:IWU2O98
CLOSEI] PVC/CPVC PLASTIC PIPE THROUGH
I-HN. AI'IO Z-HR. GYPSUM WALL ASSEMBLY
F RATING : l-HR. AND z-HR.
I RAIING = l-HR. AND Z-HR.
L RATING AT AUBIENT = LESS THAN I CFM/S0. FT.
L RATING AT 4OO'F = 4 CFM/SO. FT.
o
FRONT VIEY
-
SECIION A-A
-1--
A+l
I
AJ
l.
2.
GYPSUII-VALL ASSEUBLY (I-HR. AND Z-HR. FIRE-RAT]NG)(z-HR. SHOYN).
PENETRATING ITEII TO BE ONE OF THE FOLLOYiNG :
A. UAXIlilUU 2" OIAIIETER PVC PLASTIC PiPE (CLOSED PiPiNG SYSTEI{).
B. uAxinu|tl z' DIAuETER cPvC PLASIIC PIPE (CL0SEo PIPING SYSTEU).
3. HILTI FS-ONE FIRESTOP SEALANT :
A. T{INIUUM 5/B' DEPTH OF SEALANI FOR A I-HR. FIRE-RATING.
B. IIINIUUU I-I/1' OEPTH OF SEALANT FOR A z-HR. FIRE-RATING.
NOTES : l. ANNULAR SPACE = UINIUUU 3/4', UAXIUUII l-ll{'.
2. UAXII{UU 0IAUETER 0F OPENING = 1-3lB'.
ffi
INSTALLATION INSTRUCTIONS FOR UL NO. WL2O98
sTEp 1 - pREPARATION: All surfaces must be clean, sound, dry and frost free prior to application of firestopping materrars.'
STEP 2 - Apply the Firestop Sealant to the depth shown on both surfaces of the wall. Leave completed seal undisturbed -l
for 48 hours.
ETTE.I"
. - . Fire Protection by Comptrter Design
Frontler Fire Protection Inc.
Zb I / WCSE HOIOCN PIACC.
ljenver col"orado 4o204
629 - 022t
Computer Programs by Hydratec Inc. Rorrt e 111
Job Name
Bui J.dln9
L,,ocat i on
Cont ract
DaEa Fi le
NORTHWOODS BI,DG D
BLDG D, UNIT D7
VAIL COLORADO
1
2779-1.WXr
Windham N. H. USA 0308?
ilffiffi":'liol':'""'u"'Page 1
DaLe 442299
HYDRAULIC DES ICJN lNFORMATION SHEET
1
.i
:
Name - NORTHWOODS BLDG D
LocaLion ' 50O VAIL VALiEY DRIVE VAiL COLORADO
Building - BLDG D UNIT 307 Sysrern No. - :
Contractor - FRONTIER FIRE PROTECYION INC. Contract No. - 99-27'79
CaLculated By - STEVE MARTIN Draw:-ng No. - I OF I
Construction: (X) Combustible ( ) Non-Combustible Celling Height vAR.
OCCUPANCY - RES IDENTIAL
S Type of CalcuLaE.ion: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D
Y Nunber of Sprinklers Flowing: ( )1 | )2 (X)4 ( )
S ( ) Qther
T ( )Specific Ruling Made by Date
M Listed Flow aE Start Point - 17.0 Gpm SysEem Type
Listed Pres. aE Start Point - 15.6 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 2Q ( ) Deluge { ) PreAction
E Domesti-c Flow Added - 0 Gpm Sprinkler or NozzLe
s Additional Flow Added - 100 Gpm Make VIKING Model M-4
I Elevation at HighesL Outlet - 84.4lGpm Srze L/2" K-Factor 4.3
G Note: Temperdture RdLrng 155
N
Calculation Gpm Requj-red I70.76 Ps1 Requj.red IO2.L4 At Test
Summary C-Factor Used: Overhead L50 Underground 140
W Water Flow TesE: Pump Data: Tank or Reservoir:
A Date of Test - 6-27-96 Rated Cap. Cap.
T Time of Test - 9:15 AIvl @ Ps1 E1ev.
E Static (Psi) - 130 EIev. 0
R Residual (Psi) - 118 Other well
FLow (Gpm) - 1540 Proof Flow cpm
S Elevat.ion - 0
P Locat ion:
P
L Source of InformaE icn:
Y
Computer Programs by Hydratec Inc. RouEe II1 Windham N.H. USA 03087
F.
@ o
c)]J .1
o
d g)
;
;
d
d
r'1
3
U
o
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6 !
v)
r!k o
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lr
(u
]J
U
rd
;
o,E .1
&
H (/)
f-l a (')t
AcO0{.r(9
aY) O
o |-rt
" )l Fl - oJ >|{ur..r-r JO3 Or oOO qJ (0 Hrr t CIAEi UJ IT Q .-l ri ! (!r!
!.-r13€rd .U '.t'.{3 rioO u(,{)>('jdc(!lrrl .ra r-t C\ N O UOU
a,.o. rn EEF6:<tr n, n, rrr
salal\Ja FrE-i-- ;;
eUN:5F.:o^.-.l r-@ \o ..r .. o a.i
Lt1 . (],, J --'t2'A=d"r ro r-- !l;;o.:.r .. o - ; C Fn I sr.,-E I i " U U..l .r E d gdxidgs
'il - ---- !
tU O 0,t arn,0ii >!!;^;rJ,::
Ci o or: X o;
-r X >.;F jF Xri
r.r C\ N .a
c\U
N rl
.Kr..-t,.
ttl
l!
N
B
rl
o
\o
(\I
o
o
\o
r-1 sf ra c! r-r ooooc) ooooo -t r.1 r-r -l r-r r.{ o\ co t-' \o Ln $ (n c! F{
O.&r!:(4C/)rdtd
(!l!
AQ
o\
or
c\
N
o'
H
t)
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H
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t1
a)
3
F+
z
ilffiffi":';:o:';""'"T''Page 4
DaLe 042299
FitE j.ng Legend
Abbrev.Name
Generic Alarm Va
Gene-i a RtlFj-6'.fIw \,rAl Ve
crri .^ aha.L \/. 1rra
Dry Pipe Valve
90' St.andard Elbow
45' Elbow
Gate Valve
Deteccor Check VaLve
Long Turn Elbo\,,
Mecii um Turn Elbow
FLow ConErol Valve
FLcw Swicch yu b Iow Lnru tee
Wafer Check VaLve
Wafer Check Valve
B
c
D
E
F
K
L
M
o
T
W
z
computer Programs by Hydratec Inc. RouEe lLL llindham N.H. USA 0308?
ilffi;il":'liol';'""'"J'Page 5
DaLe 0 42299
Unadjusted FiE.tings Tabl e
3/4 T L/4 3 )./2
B
D
F
L
M
T
w
z
5
2
1
2
2
2
5
2
3
9
4
2
2
'7
3
1
5
2
t
I
2
2
4
2
r
11
5
2
1
3
18
5
10
B
3
1
5
6
I
).7
1't
l
9.5
6
3
1
5
i2
2t .5
10
l'7
1
3
1
T4
6
1
28
10
14
10
20
r0.3
10.3
L
M
S
T
W
z
!7
27
T2
10
1')
35
11
7
24
'71
8',7
40
.t9
I
21
10
30
45
21
1"0
4"1
7
9
t2
30
13.1
13.1
1t
45
18
1B
19
55
22
11
5
1.6
19
22
35.8
35.8
2L
2'7
13
18
22
2',7
60
2'7.4
2'7.4
109
11
101
130
13
40
:-zj
Computer Programs by Hydratec Inc.Route 111 windham N. H. usA 03087
;ffiffi:":'Iiol'l'""""U"DaEe 042299
Node
No.
ElEva E.ion K-Pact Pt.
Actual Actual Added
D€nEitsy
Req.
Prq36
R€q.
D001
D002
D003
D004
27
20
2I
30
34
The maximum
84 .41
84.41
84.41
84 .4I
84 .08
84.08
84.08
84.08
84.08
84 .08
84 .4r
84.41
?4 .08
74 .08
40
0
velocity is
18.6
7.7 .68
15.53
15.88
1e 6e
I9
15.99
16.54
L8 .9'1
a) T1
42.Bg
52 .86
58.03
88.94
102. L4
and it occurs in the
170.00 15 .500
170.00 15.600
170.00 15.500
r70.00 1.5.500
4.3
4.3
18.04
L'1
I-t .74
.1000
.1000
.1000
.1000
na
na
na
na
na
na
na
na
na
na
na
na
100
pipe beLween nodes 22 and 23
computer Programs by Hydratec Inc Route 111 windham N. H. usA 03087
ffiffiil":';iol'3'""'t""'Page 7
DaEe 042299
Hyd. Qa Dia. Fieting Pipe Pt PL Ref. rrcrr or Ftng's Pe Pv )t****** Notes ******
PoinE Qt Pf /ut" Egv. Ln. Tocal Pf Pn
D00l 18.55 1.109 lE 3.962 0.500 18.601 K Factor = 4.3
to 150 3.962 0.143 27 18.55 0.0571 4.462 0.255 Ve1 = 5.161
K Factor = 4.26
D002 18.08 1.109 lE 3.962 0.500 17.677 K Facror = 4.3 to 150 3.962 0.143 2a 18.08 0.0545 4.462 0.243 Vel = 6.005
l8 .55
18 .08 18.063 K Paclor = 4.25
D003 1?.00 1.109 lE 3,962 0.500 15.630 K FacEor = 4.3 Eo 150 3 .962 0.143 20 17.00 0.0486 4.462 0.2L7 Vel = 5.646
1?.00 15.990 K FacLor = 4.25
D004 I'7 .I4 1.109 1T 9.906 0.500 15 .881 K Fact.or = 4.3 to 150 9. 905 0.143 2! ),'7.14 0.0494 10.405 0.514 vel = 5.593
16.538 K FacLor = 4.2L
tl
t
:l
28 18.08 1.109 1T 9.906 6.550 18.063 to 150 9.905 22 18.08 0.0545 15.56s 0.903 Vel = 6.005
18 .956 K Factor = 4 .15
.'7 1o (( r 1^o 6E 3 .962 11.580 18 .999
to 150 1T 9. 906 33 .678
23 18 .55 0 ,05?1 65 .258 3 .'729 Vel = 5.161
18 .55 22 .'7 28 K Factor = 3.89
20 17.00 1.109 2F 1.981 7 .290 15.990 to 150 3.962 21 17. 00 0 .0486 LL.252 O .547 vel = 5.646
2I I7 .r4 L. 109 tE 3 .962 9 .79A 15.53?to r50 3.962 22 34.14 O.L766 L3.'752 2 .429 VeI = 11.339
22 18.07 1.109 9. ?00 18 .956
9.700 3 .760 23 52.21, 0.3876 Vel = 17.341
23 18 .55 1.4 5E 4.862 14.830 22 .726
to 150 1T 9 .724 34 .034 -0 .14l
24 74.76 0 .2187 48 .864 10 .686 Vel = 14.748
24 1 .400 1E 4 .862 29 .3'70 33 .269
Eo 150 1T 9.724 14.585 26 70.76 0.2187 43.956 9.613 VeI = 14.748
CompuEer Programs by Flydratec Inc. Route 111- Windham N.H. USA 03087
ffiffiil":';:o:';"""u"'Page I
DaLe 042299
Hyo 'Ref .
PoinC
uf a.
"c"
Pf lvL
Ftng I s
IOtaI QT
PE
Pe Pv ******* Notes ******
Eo
30 70.76
1 .400
150
0 .2187
1.1.330
14.586
25 . 9L6
42 . BB2
4.314
5.668
.1E 4 . 862
)-4 .148
30
to
-fI
1T
2F
.864
.160
.003 70.76
1.400
150
Q .2T87
9 -'124
). . 62r
9.910 52
L2.965 0
22.8"75 5 14.748
31 1B
1S
1E
1T
70.76
120
n 11',l 1
5.O22
5.022
1.0.044
:. z)u >6 , ul-)
20.088 25.338 3 .37'1 10 .157
32
to
33
'7E
2T
1B
2 . 635
120
o . 0]-52
51.403
L4."t64
8.510 Vel =4.L63
8.23'1 460.000 \6.414 100.218
v. btu 50u.zr6
JJ
34
1B
1E
.673
.2Qr
.068
4 .26
L20 '70.'16 0.0015
L5.000 84 31.600 4 46.500 0 1 .593
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to
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5.055
r40
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.000
.370
.3?0
88 .942
L3 . 723
0.078
4E
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39.900 398 VeI =4.786
100.00
102 .143
Qa = 1oo.o0
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09 : O3A Stori/ 970-476-5639 69:5U UUUlU4sslr
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FIELU HEPOBT ?x,o L
JOB NUMBER:
tt I r1ArF. 4/tl lqq
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ATTENTION;
PROJECTT
F.I"crru.xo.r fr4 *'teg-o,t _-
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DATEI
DEPART:
WEATHER:
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ATTENTION:
PROJECT;JOB NUMBRT
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COPY TO:
REVIEWED;
/\
Jo Sm Iarury )J 6*
TOhIN OF VAIL
75 S. FRONTAGE ROAD VAIL, CO 8L657
970-479-2L38
OhINER
DEPARTT/IENT OF COMMI]NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
DEMO. OF PART/ALL BUDG.
Job Address: 600 VAIL, VALLEY DR
LOCATiON...: 600 VAIL VALLEY DR Parcel No. . : 2101-08L-i-2-007
Project. No.:
9-t
ON iIOBSITE AT ALL TIMES
Permit. #: D98-0010
.A,PPLIEANI| .fIM GUTDA CONSTRUETION
P O BOX 750, VArL CO 81658
COI\TTRACTOR .fIM GUIDA CONSTRUCTION
St.atus...3 ISSIIED
(NORTI{Applied. . : 06/ 08 /1"99t Issued...: 06/09/L99(
E>cpires. - : 1-2/06/L99t
Phone:. 970-845-91-00
Phone: 970-845-91_00
sT sT 4000, Los ANGELES CA 90071_00
P O BOX 750, VArL CO 8l_658
NORTHWOODS VAIL D7 NV g I,ATHAM WATKINS, 633 W FIFTH
Descri-pt,ion:
INTERIOR DEMO ONLY
Occupancy:
Tytrle ConsErucEion:
&pe Occupanc|:
Valuation:
FileDIace Inforuaeion: Rc6E!lcted:
R1 Multi-Family
V L-HR T]lpe V L-Hour
8, 500
*of cas Appliances:
Regluaranl Plan R€vi.e$- - >
DRB Fee---------
Recleation Fca- ------- -->
clcan-Up Dcpogit-------- >
Add Sq Ft:
#Of Oad Log6:#Of Llood/Pallet:
FEE SUI4MARY
Buildi.ng----->
PLan Ch€ck- - - >
Invest igaE i.on>
will Ca11---->
ToEaL Calculatsed Fec6--->
Addiuional Fe€E- --- -- -- ->
Total Pertnit Fee-------->
Payrent6----'---
BAI,ANCE DUE....
. o0
3 ,00
.00
20 .00
, oo
100.00
345.75
. o0
345. ?5
.00
IEEM: O51OO BUILDING DEPARTMENT 06/08/1998 JRM Action: APPR ITEM: O54OO PLANNING DEPARTMENT 05/08/1-998 Jwl Act,j-on: APPR rTEM: O55OO FIRE DEPARI}IENT 05/08/1998 JRM AcEion: APPR ITEM: O55OO PI]BLIC WORKS 06/08/1998 JRM Action: APPR ITEM: O57OO ENVIRONMENTAL HEALTH IEem:05900 L,IQUOR
DepE
APPROVED JRM-
DeDT N/A Dept
N. /A DeDT N/A Dept
DepE
BUILDING
PLANNING
FIRE
PIJB WORK
HEALTH
CLERK
Divi-sion:
Divisi-on:
Division:
Division:
Division:Division:
See Page 2 of t,his Document. for any condiLions t.haE. may apply to Lhis permit.
DECI,ARA'TIONS
r hcteby acknorledge fhats I hav6 lead tshiE applicrcion, fi11ed out in ful1 the inforua!1on r!qui!.d, conplcc.d an accuraEe ploE
plrn, and rg.c. that elL chc lnforsation provided ae required is co!!cct. I agr.e Eo co$ply siLh the information and plot ptan,
co cohply ritsh all Town ordlnanca! and stsalc lav6, and to build Ehi6 strucEure accoldj.ng to Ehc Town'6 zoning and dubdivision
codc6, dc6ign rcvier approvcd, Uniform Building Codc and other ordinanccs of Ehq To!.n appLicable eherrbo.
{ 79f 213 S REQUESTS FOR INSPE(AIONS SHAIJ'] BE MADE TWENIY'FOUR HOT'RS IN ADVA"IiICE BY OFFICE FROM 8:00 Al4 E:oo PM
scnd Cl.an-UP DcPorlC Tor itru drIDA 9IOI{ATURE OP O1INER OR CONIRACTOR POR HIMSSLF AND OWNER
********************************************************************************
CONDITIONS
Permit #: D98-0010 as of 06/09/98 sEaEus: rssuED
*********************************************+**********************************
Permit, Type: DEMO. OF PART/ALL BUDG.
Applicant: iIIM GUIDA CoNSTRUqTION
970 -845 - 9100
Applied: 06/08/L998
rssued: 06/09/L99e
To $cpire: L2/06/L998
Job Address:
LocaLion: 600 vArL vAtt'EY DR (NORTHWOODS D7)
Parcel No: 2101-0s1-12-007
DescripEion:
INfERIOR DEMO ONL,Y
CondiEions:
1-. FIRE DEPARITI'IENT. APPROVAL IS REQUIRED BEFORE ANY I{ORK CAN BE
STARTED.2. FIETD INSPECTIoNS ARE REQUIRED TO CHECK FOR coDE CoMPLIANCE.
3.TNTERIoRDEMooNI,Y!BI-,I]EPRII{TSNEEDEDPRIoRToANYTYPEoF
CONSTRU TION BEGINS
rtrrrtrar.atair. laat rrttrtr*rrt
mWN Ot VAIL, CoIJoR.ADo gCagairrnE
t t * t r t r a 'l * tt r.t i t ri t t'r *t t at t a r t a ttt I t rr r I i i t'r tt r' t r t t " l r r r *t r r r r
gtrlautlc Nutb.r ! REc-o{L3 lEoung I
Pal|!.nt t'tachod: cK Not-cton: 9017
7r9.75 06/o9./9a Lst22
InlE: l..tAw
P.ridi! No: D98-OO1O Tyfte: A-DEMO DEI'IO ' OF PART/AI'L BU
Prrc.l No: 21O1-O81-12-007
giE. AddrcsE: 600 VAIL VAITITEY DR
Loe.lion! 600 VAIL VAIIrEY DR (NORTHWoODS D7)
Total F...: 345.ts
thl. Prl'l[cnt' 345'?5 Total ALIJ i'dc!: !45'?5
Balrneal .o0
rt*ttrr*rr*r*rirt'rf ttrttttta*|rta|r\riaIr***tittt't rt*t+rtlr***itttt
Accoun! Coda Dc.c!ipt.ion
BP OO1OOOO31111OO BUIIJDING PERMIT PEES
DR 00100003112200 DEgrGSil REVTEW FEES
P8 oOrOOO03112300 PLAN CIIECK FEES
tD00r.00002403100 CLEANI'PDEPOSTTS
WC OOlOOOoll12aOO WILL CAIJL INAPBCTION FEE
AsounE
t 15. 00
20.00
s7. 75
100.00
TOWN OF VAIL
75 S. FRONTAGE ROAD vArL, co 81-657
970 -47 9 -2L38
APPTICAT\TT
CONTRAETOR
OI,IINER
'fob Address
Location. . .
Parcel No..Project No.
DEPARTTVIEMT OF COMMUNITY DEVETO
NOTE: THrS PERMIT MUST BE POSTED
DEMO. OF PART/ALL BI]DG.
.JIM GUIDA CONSTRUETION
P O BOX 750, VAIL CO 81658
.JIM GUTDA CONSTRUCTION
P O BOX 760, VArL CO 81558
NORTHWOODS VAIL D7 NV
T I,ATIIAM WATKINS, 633 W FIFTH ST ST 4OOO,
600 VAIL VALLEY DR
5OO VAIL VALLEY DR
210L-081--1_2-OO7
ON JOBS]TE AT ALL TIMES
Permit #: D9B-0010
Status...: APPROVED
(NORTIIAppIied. . : 06/AB/'t998
Issued. . . : 06/08/1,998 Erpires..: L2/05/a998
Phone: 970-845-91_00
Phone: 970-845 -9100
LOS ANGELES CA 90071-OO
Description:
TNTERTOR DEMO ONLY
Occupancy:
T)4ge Construction:Tlpe Occupancy:
RI Mult.i-Family
V 1-HR Type V l--Hour
Valuation:
Fireplace InforEaEj.onj Best.ricted:*of GaB Appliance€:
8,500 Add Sq Ft:
*of GaB Logs:*Of wood/ Pallee 1
AEE SUI,|I,IARY
P,!i lAind
Plan check-- >
Investigation>
wt a1 ual .L
TotaI Cal.culated Fee€-- ->
Additi.onal Fees- - ------>
Total PenniL Fee--- - ---' >
Palmente-----
RegtuaranL Plan Revielr- >
DRB Fee-
Recreation Fee---- -- >
Clean-Up Deposit-------->
TOTAIJ FEES-----
ITCM: O54OO PLANNING DEPARTMEI T 06/08,/1998 iIRM Action; APPR N/A rTCM: O55OO FIRE DEPARTMENI 06/08/1998 JRM Action: APPR N./A rrem: 05500 PUBLTC woRKS q5l08/199Q .18![ _ Acllen: APPR N/A ItCM: O57OO ENVIRONMEI..TTAL HEALTH rt.em: 05900 tIQUoR
135. O0
. oo
3.00
.00
20 .00
.00
100.00
34S.7s
345.75
. oo
,oo
IIEM: O51OO BUILDING DEPARTIiIENT DEPT: BUILDING DiViSiON:06108/1.998 JRM .A,CTJ-ON: APPR APPROVED JRM.Dept.: PLANNING Division:
Dept: FfRE Division:
Dept: PIIB WORK Diwision:
Dept: HEALTH Division:Dept: CLERK Division:
See Page 2 of this DocumenE for any conditions that may apply t,o this permit.
DECI,ARATIONS
I hereby acknoltledge that I have read thiB application, fiIIed out in ful1 the information required, compteted Hn acculate pLot
plan, and gtsale that all the infor:mation provided qs required ig correct. I agree to conply with the inforoation and plot plan,
l:o conPly with all Town ordinances and state 1a!rs, and to build Lhis gtr:ucture according !o the Toen's zoni,ng and subdivision
codes, d€6ign review approved, Uniform Blrilding code and other oldinances of Lhe To$n appli.cable lheteto.
REQUESTS BE MADE TI{ENTY- FOUR HOURS IN AD\.IANQE BY TEI'EPHONE Af 4?9-21.3e OR AT OlrR OFFICE FROM 8:OO Al,l 5:o0 PM
Send clean-Up Depo6it To: JIM SUIDA SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSEIF AND OWNER
********************************************************************************
********************************************************************************Permit #: D98-0010
CONDITIONS
as of 06/08/98
Permit Tlpe: DEMO. OF PART/ALL BIJDG.
Applj-cant : iIIM GUIDA CONSTRUCTION
970 - 845 - 9t_0 0
ilob Address:Location: 600 VAIL VAITTJEY DR (NORTHWOODS D7)Parcel No: 21-01-081-l_2-OO7
Description:
INTERIOR DEMO ONLY
Status: APPROVED
Appried O6/08/1998 Issued: 06 / 0B / J,998
To Expire: L2/05/L998
1. FTRE DEPARTMENT APPROVAL IS REQUIRED BEFORE AI{Y WORK CAN BE
STARTED.
2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.3. IIIIERTOR DEMO ONLY! BLUE PRTNTS NEEDED PRTOR TO ANY TYPE OF
CONSTRUCTION BEGINS
:onEacc Eaglc County Asscssors Offlce ttrN (i I 1gg0
,rli',?"-"^' jiAiAffir% r'31**:i_illft;iii3fi"F3ff. JUN v .'d*'"
\ ox,tB: t-lt lilt,
'1" '""
Date Roeeived
. APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED I
r * * * * * * * * * * * * * * * t! * * * * * * * * * * * * * PERMIT TNFORMATION :t * * * * * * * * * * * * * * * * t* * * * * * * * * * * *
b 't l-Building [ ]-plumbing [ ]-Erectricar [ ]-Mechanibar 7fitn".vtt4g
Fob Nane: t{tpft+Wrl)6lcz.- ErZ_ Job Address: i.6r6r Vlt -4-
s*Yl(' -ou ^^.,. n: 1 : - -Legar Description: Lox>&liBrock-- Filing , susorvrsroN,
)wners Nane: LA<Address : ?o ?o* \4t.'4,vatw u
^tLffih. i7 G.lurea
\rchitect i €-A.< gfqa<'__ Address | @pn. 1U . 4zig,
leneral Description:
rork crass: [ ]-New [ ]-Arteration [ ]-Additionar [ ]-Repair g{-otnerve-ylo
Iumber of Dwell-ing Units:Number of Acconmodation Units:
'fmber and Type of Fireplaces: Gas Appliances Gas Logs_ Wood/peJ_Iet
k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATIONs * * ,t * * * ,f * * * * * * * * * * ,k * * * * * * * * * * )r * * * *\
]UILDING: $
t
]LUMBING: $ HA t-
oTHER: $.J2,5oO ee
TOTAL: +__&*heO_c'P_
ELECTRICAL: $ N ta
MEcHANTcALt $la-::
leneral contractor:
rddress i Po ?tt:,- 1L"0, Jttv L,s *.,i Lc ba:t
llectricaL Contractor:
'ddress:
)LLlmbing Contractor:
'ddress:
lechanical Contractor:
iddress:
: * rt:trtrrr* * *** ***** * * * * * *** ** * **** *
}UTLDING PERMIT FEE:
Town of VaiI Reg. No. Z6qb Phone Nur,rber: (-1 ,-ol d,45 q@@
Town of Vail Reg. NO.
Phone Nurnber:
Town of Vail
Phone Number:
Town of Vail
Phone Number:
Reg. NO.
Reg. NO.
FOR OFFfCE USE *******************?r**ir********
BUILDING PIAN CHECK FEE:
PIUMBING PI,AN CHECK IEE:}'IEC}ANICAL PI,AN CHECK FEE:
.RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDING:
STGNATURE:
ZONING:
SIGNATURE:
,LUMBING PERMI'I FEE:
IECHANICAL PERMIT FEE:
iLECTRTCAL FEE:
)THER TYPE OF FEE:
IDEI FEE.
cir' CLi to
omment.s;
VALUATION
CLEAN I'P DEPOSIT REFU}TD TO:
t,'t
75 south tronlage roa d
vail, colorado 8165 z
(303) 479-21.38 or 479_2t39
TO:
FROM:
DATE:
cIIEI TE arrrr .
of llce ol communlly developmenl
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOI{N OF VAIL
ToglN oF vArL puBLIc woRKS/coNfi,ruNITy DE\IELOPI{ENT
ILARCH 15 , L9 8I
CONSTRUCTION PARKING & MATERIAL STORAGE
In summary, ordinance No. 6 states that it is unlawful for any person to l-itter, track "r aeposit, u;t-.;iri"rJ"l, sand, debris ;:rili:;.*3ii.illt"dins trasr, t"mp=ter=, pori,ubre roilers and
p' a c e ", u ;; -;; i.r"33".f; ll"i f l" "l;"=ii;ilil I i _ili.l,'.iriJl:*-..Vail streets ana.roads is approximateiy S ft. Lff pavement.This ordinance wilr be ;t.f;Ii;^enforced by the Town of VaiI Public works De.artment. --p"i.lns found "i,":-.Ii.g this ordinance vri'1 be given a 24 hour ,-iil"."r,otice t"-i"i;r"=said material.In the event the person so notified,does not comply with the notice within the-24 hour.ti*"-ip""ified, the putlic works Department wirr remove said mare^;i;i-;a-ir,"^^8"i.'i=e of person notified' The provisionr
"r- tiri= ordrnance sharl not be applicabJ'e to cinstruction, *uir,t.nu.ce or repair projects of any street or arley o. .r,y'"liiiii;;"i; ;;".;i;ii_._""".
To review ordinance No. e in fu'l, please stop by the Town of ::ii"::ii:i"3"";fli:'il:ii.:i"";;;i" a copv. ri,..'i. you ror your
Read and acknowLedged by:\t,
\a
,ot,rtfon,/ Relationsn-p toTroj ect- 1i . e
f;h;l /lqE-
contractor, owner)
75 soulh lronlage road
vall, colorado 81657
(303', 479-2L38 ot 479_2139 of tlce ol communlty devolopmerrl
BUILDING PERI.|IT ISSUANCE TINE FMI,IE
lf ltir permi.t requi.res a Tov,n of Vail Fire Department Approval!Engineer's. (Publi. ttf I leview anJ ipprouut ,'a piinnini'bepartment review or Heatth Deoartmint review, unb'u-""ui"; ;y'iii;"dritaing Department, the estinated time ior'u-lotur review may take as long as three weeks.
All commercial (1arge or smail) and ail murti-fam.i 1y permits wiil have to follow tne ibove renti6neJ-*i*ir* requirements. Residentia.l and.small projects shourd take a resser amount of time. However, if residential or snrarler.projects impact the various-;b;;. mintioned departmcnts r.rith regard'to-necessary review, th;;; ;;;j;.ti ,uy also take the three weet peiiJJ.
tvery attempt vri'll be Tgge by this deparLnrent to expedite this permit.as s.eon as possible. -
I' tht undersigned, understand the p1 an check procedure and time f rame..
tl }( p*^rr>- 7 Lc t -i+-. Agreeo ro Dy. 't^'\>'aagos I , FEo suc-g 1-71 a-r., ,^,2,-fr, €==-
oHI"l oev
Project Nanre
Communi ty Development Department.
t.
TO:
FROM:
DATE:
REI
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS
MAY 9, 1994
WHEN A "PUBLIC WAY PERMIT'
DEPARTMENT
IS REOUIRED
1)
..)
Job Name:
Date: d,,rl?S
Please answer the following questionnaire regarding the need {or a 'Public Way Permit":
YES NO
ls this a new residence?
ls demolition work being performed
that requires lhe use of the right
of way, easemenls or public propedy?
ls any utility work needed?
ls the driveway being repaved?
ls diflerent access needed to site
other than existing driveway?
ls any drainage work being done
affecling the right of way, easements,
or public property?
7) ls a "Revocable Right Of Way Permit"
required?
B) A. ls the right of way, easements or
public property to be used for staging,
. parking or fencing?
B. lf no to 8A, is a parking, staging
or {encing plan required by Community 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 lhe Public Work's office or at
Community Development. lf you have any questions please call Charlie Davis, the Town
of Vaif Conslruction Inspector, at 479-2158,
I have read and answered allthe above
ttt't'-
3)
4)
6)
Job Name
estions.